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Home My WebLink About46480-Z o�oS�FEO(k�oG Town of Southold 9/17/2022 P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43418 Date: 9/17/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 515 Gin Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.-4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2021 pursuant to which Building Permit No. 46480 dated 6/24/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including two car garage,to existing single-family dwelling as applied for. The certificate is issued to Farino,Anthony&Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0726 10/5/2021 ELECTRICAL CERTIFICATE NO. 46480 7/5/2022 PLUMBERS CERTIFICATION DATED 7/24/2022 J h eac lumbingf Heating Au or' Signature TOWN OF SOUTHOLD ��OgFFQt��oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE • o�g SOUTHOLD, NY n i 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#: 46480 Date: 6/24/2021 Permission is hereby granted to: Farino, Anthony 18 Ron Ct Commack, NY 11725 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD, DEC & Trustee Non-Jurisdiction letters. At premises located at: 515 Gin Ln, Southold SCTM #473889 Sec/Block/Lot# 88.4-5 Pursuant to application dated 6/16/2021 and approved by the Building Inspector. To expire on 12/24/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $942.00 CO-ADDITION TO DWELLING $50.00 Total: $992.00 i nspector SO(/r�ol . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 .� • �o sean.devlin(ab-town.southold.ny.us ly�OUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony Farino Address: 515 Gin Ln - city,Southold st: NY zip: 11971 Building Permit#: 464$0 Section: 88 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Greg Smith Electric License No: 3103ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 22 Ceiling Fixtures 1 Bath Exhaust Fan 3 Service 3 ph - Hot Water GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 32 Heat Detectors 1 Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer LIC Lights Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 29 4'LED g Exit Fixtures Pump Other Equipment: Floor Heat, Sub Panel 100A 30 Circuit/ 16 Used Notes: Garage Addition w/ Living Space Above Inspector Signature: . Date: July 5, 2022 S.Devlin-Cert Electrical Compliance Form !VWN or W)t`nit s�! 1 WE 114 904dw grad Im dw WSW SUAPIY SYMM 000mins lays t!m 110 1 loot .ry r o t o `. 4 ' Of SOUTyo - # * TOWN OF SOUTHOLD BUILDING DEPT. oy � 765-1802 INSPECTION ] FOUNDATION 1ST " [ ] ROUGH PLBG. [ OUNDATION 2ND: [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] TIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r�w r DATE o d LO INSPECTOR `�� o�a�F SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. IOU 765-1802 INSPEC ON = [ ] FOUNDATION 1 ST ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ _ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ((�J ^ bw1WIT, J qr aAM DATE I INSPECTOR l r OE SOUIyo� '� � 0 C_ JA # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoorm��'' 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING' [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE-& CHIMNEY = [ ]` FIRE`SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ,' ] ELECTRICAL (ROUGH) -[ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O 11 REMARKS: G 10 M& �1J �QC/Q V , ✓ V `�S r.� w b DATE 7i Z INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. �p • �o Z�c10 631-765-1802 PE INS TION C [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O [ ] RENTAL RRKS: l_l V` N e, /7 t/te 47J vim- precoAo 114or/1✓� DATE S `L INSPECTOR OA �o��OF SOGIyo� - `�` # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I 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: @ en`2il JV,(- h Lwuw it fl. 0.4 - e, o vt p SWXA44moe IV,, RA • 7 Y �7� Z4� - .6 unnC44 nz C d 0- QiV. �o✓ DATE a' INSPECTOR �� f � -.� i � �- � ' �' .. ...rr.��,.�. ". . -':.2':'rc .T v 't f �; �.a -r._� ,� - _ - "� .;, � ��" '`: . � a � �► „L ?. �� . � ._._., ..�- __--- , . . .__ -� ,:. .. - - 'a-` �a..T.��.. �' �: �- . .. Y �'4�.. �.` l• .i �, � ' .� ,, `�� t `: r _� � r� � �� , . • . � • ., ,,' �. . t �. � •l• (� � �.f`�'1 i '� l #�y� �w Vit. . ��.,: j 1 �� .'�� >; .r + ?� �� k (i � i f, } y �. 1 moor- ---:rte' tp,vl- Y.�Yiar ell, Ai/r1 j Cr f. 4 ..� '�.t f.� �� i Vin•. � i .4..,rtt 1� • iw 1 •'. - _ �,�',`a,, yam•, �I• �,�,�� ► 1. - ,�s'r Louisj. Santora, R.A. Architect 204 Fifth Street St.James, New York 11780 631.338.7200 August 24, 2021 DCCL` OdC Town of Southold DD Building Department AUG 2 5 2021 Re: Farino Residence 515 Ginn Lane BUILDING DEFT. Southold, NY TOWN OF SOUTHOLD Footings and Foundation Affidavit Please note that l am a licensed architect currently registered to practice in the State of New York under license number 024604. 1 have reviewed the construction of the footings and foundation walls including the steel reinforcement rebar. I can attest that to my best knowledge and professional opinion that the construction was in accordance with the approved plans and as per applicable New York State codes. Please do not hesitate to contact me at if you shall need any additional information. Thank you. Ai4c Sincerely, Louis J.Santora, R.A. o F :Ne residential a food service design &consulting o commercial Louis J. Santora, R.A. -Axchitect 204 Fifth Street St. James, New York 11780 631.338.7200 January 27, 2022 Town of Southold Building Department Re: Farino Residence 515 Ginn Lane Southold, NY I ff Please note that I am a licensed architect currently registered to practice in the State of New York under license number 024604 and also a NYS Code Enforcement Officer ID# NY0360814. I have inspected the installation of the thermal envelope insulation. I can attest that to my best knowledge and professional opinion that the installation was in accordance with the approved plans and as per applicable New York State codes. It is Ok to install drywall. Please do not hesitate to contact me at if you shall need any additional information. Thank you. ED A'ARC�.. Sincerely, Louis J. Santora, R.A. OF N FN residential a food service design & consulting ® commercial Louis J. Santora, R.A. .xchitect 204 Fifth Street St. James, New York 11780 631.338.7200 January 27, 2022 Town of Southold Building Department Re: Farino Residence 515 Ginn Lane Southold, NY Please note that I am a licensed architect currently registered to practice in the State of New York under license number 024604 and also a NYS Code Enforcement Officer ID# NY0360814. I have inspected the installation of the rough plumbing. I can attest that to my best knowledge and professional opinion that the installation was in accordance with the approved plans and as per applicable New York State codes. Please do not hesitate to contact me at if you shall need any additional information. Thank you. Sincerely, ��%0 1, p �I 0�t 0 Cf ui� ccntarcr fNi I '' Louis J. Santora, R.A. of N�y�;. residential o food service design & consulting CI commercial �y �«. . a� .�s . �\�� ° «� ��: . . . . ,� ©r . « \ \ \?�� ;�' � ,�,r ,� .4 ��. 6F�- y��:.[� F *+� bF . Y �:.. 3 r.aY �� NO �� isw '`�yii ' �.1 .��—�+��.. Y •��310N .�,n,,. � r._. .. ►, �. 1 : �; `� '"�. „� }! �r .� k. •-,,,,.. d r *moo* 7w ! rr A tow a • F l . .� �. ,�. �� ! v1 r) Yi, ,.�: t 1 Alp 'A V17- ` A FT I91rlIr fiLtr[xo Asrvrti lASINT rfrH[4 [[rFM 11/141 -6311722'3131 AFYn At[.iW TIM EfA[lrMA[T AtrrYnlsPxrLt [ntrlxp.lfMO1r Fr51 Elp As[N11r fASf eNprl[M411 .. 16117??313r 631 T22111: 1631'722 1131 :6317223131 63117373131 6311?x23131 �f3] i?23131 '6J1'�T]2.3131 631,7223131 631,7273131 `63117223131 631fl]?253131 1631�7Y43131 1631E 7123131 H O �1'—nr r'�s,�// O V—U f } 3 do a l k a .: O f i •.i.1 PLT ' _._ � -•�. R.. 'es - 1011-41 0 POO =Les DD BUILDING DEPT. TOWN OF SOUTHOLD w 90 MINUTE LISTED FIRE DOOR MANUFACTURER NEUTRAL PRESSURE STIPULATES CATEGORY B - WITH HOSE STREAM . CONFORMANCE TO : ' MINIMUM LATCH THROW - 1 ,`a" NEPA 252 SEE INSTALLATION INSTRU►%C-TIONS REQUIRES LISTED GASKET • • DO NOT REMOVE L.90,094MEL _ m t 4 ' 1 t T I r� J r � 1 ;I 1 � WILDING DEPT. [D7 TOWN OF SOUTHOLD 1 F7 ?n�z BUILDING DEPT. TOWN OF SOUTHOLD FIELD INSPECTION REPORT DATE toMYENTS, FOUNDATION(IST) ------------------------------------ �., FOUNDATION(2ND) kA ,6 vi r ROUGH FRAMING& V f ML PLUMBING � vJ INSULATION PER N.Y. y. STATE ENERGY CODE —� 11N1 1 ti A3 ✓b 4 - 7 � FINAL ol ADDITIONAL COMMENTS. . = y� 0 1 d asm ,z 1 � f� S N � z N .1 e H. �uF�ot,r� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 dy�� oti Telephone (631) 765-1802 Fax(631) 765-9502 his://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT q& For Office Use Only . r -� PERMIT NO. � Building Inspector: JUN 1 6 2021 Applications'a'rid forms rriust-be filled:out in their�entirety.lncomplefe ,:ap'plicationswi)l riot be•accepted:;,Where the AppUcant isnot the owner,an; �,z -•n;,h z O,wner's Authorization form{Page 2)shall,be completed ' - Date: OWNER(S)OF PROPERTY Name: A �-��p tyVV j t71{�4 'FASi NLLd _ .SCTM#1000- Project Address: 5 15 �. t til LAN N y, Phone#: 5((�� 1:8>6)S- g p q a► Emai1:/A1-h HoNySbl%`4.FAR 1 0 91NA t - Mailin Address: p V CONTACT'PERSON: Name:v rl C i!f4 T. Mailing Address:1 1'"1 ��R�� 7 � � � IT 1-4—i LWtJ, t4 Phone#: �t�I(0 3 l - 'd- 7 7 2 Email:VDICIAN10 q)DICANIcO V3101t UE a DESIGN,PROFESSIONAL 1NFORMATI'ON:� Name: � T....Q.1 /��.. .... .,/..'�.......__...._.......a.,..,... Mailing Address: a. z-+V Phone#: LCo3�> 3 '�J .,�_ Z_ C>c> .__ . Email:I,3R1-lTD A 4V1 OA t .�..G... ... _.CONTRACTOR INFORMATIIOnN; Name: Mailing Address: Phone#:�5(L� 3�1 - �,? ?Z Email:�ptC►gNlDe�j]1C�IrJIo 0v�M�S DESCRIPTION OFt,PROPOSED,CONST,RUCTI,ON []New Structure RAddition 20teration ❑Repair ❑Demolition Estimated Cost of Project: El Other a0o' Will the lot be re-graded? ❑Yes�No_ m Will excess fill be removed from premises? ❑Yes IS VO 1 PROPERTY INFORMATION;' :;': Existing use of property: l!4 C__ ,FAvVjlt_ TZFO , Intended use of property: row t Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Q,,�0 this property? ❑Yes' No IF YES, PROVIDE A COPY. J C°fteClg`I�®M Ater:,$ �i�dOrlge The owner/contractor/design professional is responsible,fotall drainage,erid"sforrn"water issues as,provided by' `Chapter 236"of the To wn Code: APPLICATION Is;HEREBY-,MADE to the'guilding`Department for the issuance 6(a Building`Permit pursuant to the Building Zone ` Ordinance:of the Town"of Sou4Fiold,SuffolkCounty;"New York and othe°r.appllcahie Laws,Ordinances' or Regulations;for the construction of;buildings ad , ditions,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.p�emises,arid in buildings)for necessary inspectlons.False statements made herein are'•' punishable,as a:Class A"misdemeanor=pursuant.to Section 210A45.of the New-York State Penal Lawi. Application Submitted By(print name):Y/N CENT 1D I CAO 10 bMuthorized Agent El owner Signature of Applicant: /%./Z' ' ✓ Date: STATE OF NEW YORK) SS. COUNTY OF f-FSI ) ( N G C rJ T D I C(A'fJ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the QRE'S l PC—Na T 4 RICA-010 tV1Psly dV 1►GypT if,peo' (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this / �`l day of .si 1 .) 20—) If Notary Public JEFFREY M, ROBERTS Notary Public, State of New York Registration #02RO4747338P OPERTY OWNER AUTHORUATION Qualified In Suffolk Co n Commission Expires o Where the applicant is not the owner) I,A"Tyin 4 :rvo j FAyelit t o residing atI e � t 7.25 //l� n/� do hereby authorize ,(/1��/V c.&;D��. GD CT'1 apply on fi;beh�If to the Town of outhold Building Department for approval as described herein. ;' 0q1 L)WH s gnature Date JL1�ll•4 0n� �'�1�YJ i�(Z I N l� Print Owner's Name 2 [� vc�U¢FOj�- P; ` BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 C4 `. .; Southold, New York 11971-0959 Telephone (631) 765-1802 _ FAX (631) 765-9502 rogerr(c),southoldtownny.gov - seand(@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name:. 1 -t-i Electrician's Name: 6 License No.: 3 Elec. email: Elec. Phone No: c� y_9 ox 0 I request an email copy of Certificate of Compliance Elec. Address.: ,Sa S�'� eh.J� sJ 17.5—V JOB SITE INFORMATION (All Information Required) Name: A n.l-i- Address: l� .dc, Cross Street: /7)A, ri V, e—W Phone No:: 52 C r C Bldg.Permit#: C7 email: Tax Map District: 1000 Section: �3 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I Square Footage: '7 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO Rough- In Final J �0 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 M 1, 2 H Frame _Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION O o Glenn Goldsmith,President of Sol/ Town Hall Annex A.Nicholas Krupski,Vice President Q y�f 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III iiE Southold,New York 11971 i Michael J.Domino G Telephone(631) 765-1892 Greg Williams �l �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD •i April 14, 2021 9 i Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 RE: ANTHONY&CHRISTINE FARINO 515 GIN LANE, SOUTHOLD } SCTNI#1000-88-4-5 Dear Mr. Patanjo: t The Southold Town Board of Trustees reviewed the site plan prepared by Daniel R. Falasco, P.E., P.C., last dated March 10, 2021 and determined that the proposed construction of a 25'x35' addition to existing dwelling, and to remove existing sanitary system and replace with new upgraded sanitary system is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code, and also as Per Town Code Chapter 275-4A.(1)(m) Exceptions—Operations landward of a public road whereby the public road is located between the water body that is the source of the Trustee jurisdiction and the operations. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. j S i n ce, rely, 1 Glenn Goldsmith President GG:ec 1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT May 7th,2021 Anthony Farino Farino Property 18 Ron Court Commack, NY 11725 Re: DEC Application#1-4738-04796/00001 Farino Property:515 Gin Lane,Southold, NY 11971 Remove and replace sanitary system,construct second story addition SCTM#1000-88-4-5 Dear Applicant Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the proposed project referenced above, as shown on the site plan prepared by Daniel R. Falasco, P.E., P.C., last dated 04-07-21 is located more than 100 feet away from the DEC regulated freshwater wetlands.Therefore,this project is beyond jurisdiction of the Freshwater Wetlands Act(Article 24)and its implementing regulations(6NYCRR Part 663),and no permits will be required for this project. Be advised,all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition,any changes, modifications,or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, f4 cc: NYSDEC-MHP Kevin Kispert Jeffrey Patanjo Permit Administrator �t NEmOrtif I Departmentol S. t�rum,' crrr�a ,r Environmental +11� Conservation 4;-O�UFF4(� BUILDING DEPARTMENT- Electrical Inspector }r�o� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 }# C4 � o . Southold, New York '11971-0959- ` ,� o� Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownny.gov seand@southoldtoWnny.gov — APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: 6 ,,., ,+ r License No.: ?�j o3 Elec. email: Elec. Phone No: 3 t c.1 ❑1 request an email copy of Certificate of Compliance Elec. Address.- Sa �--t �, �h Li-e_ ,.� s �. /U i7 5r- JOB SITE INFORMATION (All Information Required) , Name: A Address: -) �c� e a jcQ /-JV Cross Street: ,✓rj,�, ,� Q�ti ,�, e Phone No.: 57'/ C Bldg.Permit #: �J (!E�, 1f a C7 email: Tax Map District: 1000 Section: c6 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Sw I+CA P S -I– eL/ 7i-)+-7-cp Square Footage: '7 Circle All That Apply: Is job ready for inspection?- ❑ YES ❑ NO �Roughln ❑ Final Do you need a Temp Certificate?: ❑ YES U NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION / "0o 00 PERMIT# +� ^ Address: Switches Outlets GFI s \� Surface Sconces Cd H H's LIC i_ts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro_ Generator Combo Cooktop l 6 ok Transfer I� '�-- --- -- - - AC AH Mini C Special: v I Comments: C /� Qj Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 W Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: (7,02- -fto AIq Owner: Location of Property: AJ C2 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) XFloor an ro%framinV(FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReql 5.docx Effective 1/112015 !! MI E T- . REFLECTIVE WHITE REFLECTIVE RED PANT'ONE #187 YMy, '�e A § t' kk STROKE. The construction type designation shall be c60919 661pg9 66111999 itIV"or 6cV99 to indicate the construction classificatio o the structure underES GN TI D. STRUCTU,KAIL section 602 of the BC.NYS C M- ONENTS THAT ARI - OF TRUSS TYPE' 'CONSTRUCTION 4m "F!! FLOOR FRAMING, INCLUDING ® GIRDERS AND BEAMS rim a ROOF FRAMING 1U ,,L Q N, cc�Rl� FLOOR AfIQ) ROOF FRAMING, STAN DA'R®S.A D%"'Q0EDES - t Suffolk County Dept.of Labor,Licensing A Consumer Affairs =5, HOME IMPROVEMENT LICENSE Name VINCENT F DICANIO Business Name This certr'Fies that the DICANIO MANAGEMENT CORP beareris duly licensed by the County of suffolk License Number;H-53010 Fr"NaedzU;° Issued: 0311112014 Commissioner Expires: 03/01/2022 o " Tfiis license is the property of Suffolk County 'Department of Labor,Licensing&Consumer Affairs. Possession of this license does not guarantee its validity. Additional Business Name License Category H99-Other t NYSIF New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) AAAAAA 113065721 r DICANIO MANGEMENT CORP 117 TERRY ROAD,SUITE 1 ©�h SMITHTOWN NY 11787 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DICANIO MANGEMENT CORP TOWN OF SOUTHOLD BUILDING DEPT 117 TERRY ROAD,SUITE 1 TOWN HALL ANNEX 54375 MAIN RD. SMITHTOWN NY 11787 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11048459-0 509110 06/27/2021 TO 06127/2022 6/1612021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1048 459-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT VINCENT DICANIO OF A ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEIN YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:715798857 U-26.3 �1 DICAN01 _ OP ID:KH ACOR®� CERTIFIC/4TE OF LIABILITY INSURANCE DATE(M1IMIDDrrvYY)04/0612021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER -- CONTACT HART_T INSURANCE AGENCY INC HARTT INSURANCE AGENCY,INC. PHONE }'FAX 45 MAIN STREET Arc :q_ 631-261-6300 Nn�C,No):631-261-0366 NORTHPORT,NY 11768 =MX1�' ADDRESS INSURERS)AFFORDING COVERAGE �- � s i NAIC p _.. :,__...._..________ __..._.._._.. .__-_ _.__._......__�T __ A .INSURERA-Southwest Marine 8r General Ins 1,12294 INSURED DICANIO MANAGEMENT CORP INSURER B: 117 Terry Road Ste 1 r-�__._..,, _. �..._. _ ._.....,...,._n. _.•... Smithtown,NY 11787 INSURER C: INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSit i `� 7iDDt- —(POUCY EFF"�-POLICY EXP LTR I -Y,— TYPE OF INSURANCE tiN p 1 - POLICY NUMBER ;MMIDDIYYYX ItMht1DD1YYYY y LIMITS A f X j COMMERCIAL GENERAL LIABILITY i 1 )EACH OCCURRENCE _ #$ 1,000,00 £ A A'CLAIMS-MADE ®OCCUR X GL2021LHB00094 j 0310712021'0310712022 pR MSES.Eaaccu ante} 100,000 i MED EXP(Any one person) $ 5,00 X 'Per Proj Agg I j j ! PERSONAL_&AOV INJURY$ 1,000,00 i___ _. _ GEML AGGREGATE LIMIT APPLIES PER: ( + ;.GENERAL AGGREGATE '$ 2,000,000 y )POUCY1, 7 D LOC PRODUCTS-COMP/OP AGG;$. 2,000,000 i 1 $ OTHER: AUTOMOBILE LIABILITYr ( 'COMBINED SIN LE IT i S r. Ea accidentt _ =BODILYINJUS.-, ANY AUTO RY(Per person) j � S ; �,....._-.�......_._.._-_..-.,,., :...................i;_.....__,,...,,____._..._��,_...... ( ALL OWNED "�SCHEDULED BODILY INJURY(Per accident):$ AUTOS AUTOS I r [PR.OPE NON-ONED ! F WpTY DAMAGE' y I$" HIREDAUTOS ) (AUTOS i j J ) jer accident 'UMBRELLA LIAB` t (OCCUR '' i EACH OCCURRENCE t$ 7 EXCESS LIAR j }CLAIMS-MADEs; AGGREGATE _ $ DED ,.i RkTENTION$•.` `.^ { - $ WORKERS COMPENSATION I ! ' =PER STATUTE i �ER {AND EMPLOYERS'LIABILITY r { .i - -L^^".--•-_.-- ^.— -.-, IANYPROPRIETORIPARTNERIEXECUTIVE YIN j ! t E.L.EACH ACCIDENT F$ jOFFICERIMEMBEREXCLUDED? ❑�NrAi ``If yes atorylnNH) EL DISEASE-EA EMPLOYE;$ {If yes,describe untler •' ..�..-...,.-..—_"..,_��_. i DESCRIPTION OF OPERATIONS below ? + 1 E.L DISEASE-POLICY LIMIT 3 f i i 1 i I f } f DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is included as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION TOWNSOU SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. Building Department Town Hall Annex 54375 Main Rd AUTHORIZED REPRESENTATIVE Southold,NY 11971-0959 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD vc Workers' CERTIFICATE OF INSURANCE COVERAGE ware Compensation Boaid DISABILITY ARID PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or L(censed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DICANIO MANAGEMENT CORP 631-366-4000 117 TERRY ROAD-SUITE 1 SMITHTOWN,NY 11787 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only rewired if coverage is spedfrcally limited to or Socia(Security Number 113065721 certain locations In New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint We Insurance Company Town of Southold Building Department Town Hall Annex 3b.Policy Number of Entity Listed in Box"1a" 54375 Main Road DBL420905 Southold NY 11971 3c.Policy effective period 01/01/2021 to 12/31/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,1 certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as describedd above. Date Signed 4/5/2021 By W44a,4 tAU/ (Signature of insurance carrier's authorized representative or NYS Ucensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Nameand Title Richard White Chief Executive Officer IMPORTANT. if Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mai(it directly to the certificate holder. If Box 4B,4C or 56 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation, Board,Plans Acceptance Unit,PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only If Box4C or 58 of Part 1 has been checked) State of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid fancily leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) DB-120.1 (10-17)ii�ll(� NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS'COMPENSATION INSURANCE A A A A A A 113065721 DICANIO MANGEMENT CORP 117 TERRY ROAD,SUITE 1 Eli, SMITHTOWN NY 11787 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DICANIO MANGEMENT CORP TOWN OF SOUTHOLD BUILDING DEPT 117 TERRY ROAD,SUITE 1 TOWN HALL ANNEX 54375 MAIN RD. SMITHTOWN NY 11787 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11048459-0 413287 06/27/2020 TO 06/27/2021 4/5/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1048 459-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COIWCERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT VINCENT DICANIO OF A ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:406108934 U-26.3 i 0r9o,,�. 0 IM� Corporate Headquarters ACKNOWLEDGEMENT OF °` 712 Smithtown By-Pass • Smithtown, New York 11787 WORK PERFORMED -2 Canio (516) 366-4000 DiCanio Organization Developments_c Job #Sr 4w '+(v— r'>0 Subcontractor Date 'L 1 Work Performed According to Contract ❑ LT-1 (505 Extra ❑ V P.O. # ❑ / I Description of Work: 1 V Uu ►ISL s �rY�l � j C r�GLbcJ o L LTi ECZ 1QL G CS 'fes fl�� "W -LL e_&G c Z L...4-N07 R cLvC,*rrJC- I?ZA9 VOOV, I tJT0 APPROVED BY re_µ DiCanio Superintendent Date WHITE-Submit w/Invoice YELLOW-Subcontractors copy PINK-DiCanio copy Uc`0 Org00 0 Corporate Headquarters ACKNOWLEDGEMENT OF of�`�' 712 Smithtown By-Pass Smithtown, New York 11787 WORK PERFORMED Dicall (516) 366-4000 DiCanio Organization Development rj'I SG-w L^14;E Job # �(1> AST: t2vio?1a& ez�:2v.Sq til Subcontractor Date 1 2 Z. �_TM�t n �,.7 ;- • p !J <<, L, j 0 Work Performed According to Contract ❑ _ ') Extra ❑ I=I=R e 2022 P.O. # ❑ 1 U •- r, BUILDING DEPT. Description of Work: ARC N �'C EC`1' S G;=�2.�1'I E �e�T I�I`L� TOWN OF SOUTHOLD fq�00 Com•k ELL.,►M, &t 0&- A FT( DAA! '—C ;, Co 1£S (PK) 5-1�^ 3�� "2-.7*7 Z„ APPROVED 7 DiCanio Superintendent Date WHITE-Submit w/Invoice YELLOW-Subcontractors copy PINK-DiCanio copy FRESHWATER POND FFL 14.2 COVER TO GRADE IF DROP "T" IS USED LOCKING CAST-IRON FINISHED GRADE ON INLET COVER TO GRADE ELEV 8.3 CLEANOUT DWELLINGS WITH CHIMNEY PUBLIC WATER 20 MIN '. 150' - 20" MIN. LOCATE DROP "T" UNDER ACCESS FOR MAINTENANCE FINLETEELEV 7.18 - •' : � ® ® ® ®a❑ WATER MAIN HOUSE INVERT OUTLET INLET ® ® ® ®a❑ WM WM M WM WM WM M (7.64) ® ® ®m°o GIN LANE / FLOW BAFFLE �_ J%\\-INV. 6.68 INV. 6.58 '� ® ®M°Fb . IA. SDR 3 PIPE OR EQUAL. MIN. 4" DIA. SDR 35 EDGE OF PAVEMENT PITCHED 1/4" /FT. :. PIPE OR EQUAL. PITCHED 1/8" PER FOOT LEACHING GALLEY (TYP.) 10' MIN. 3' COLLAR BACK FILL U.P. 10' 8' MIN. I 8.5' LONG X 4.75' WIDE MATERIAL TO BE N.37 W.M. 925.0' 450.00' BOTTOM OF CLEAN AND GRAVEL _ SEPTIC TANK EL. 3.18 a ® ®ao JME �z r I BOTTOM OF LEACHING GALLE E0 lizi El tz o ® 0 apt?;:..;. Ul EL. 4.0 Y: 1 STY I NO w UT I UT I SINGLE �� ¢ I I HIGHEST EXPECTED WATER EL 1.0 M FAMILY \ I DWELLING 6' MIN. PENETRATION PEI '� SANITARY CROSS SECTION INTO A VIRGIN STRATA � 5 BEDROOMS WOOD � ELEV. 5.3 OF SAND & GRAVEL 2,478 SF DECK GARAGE DR BROWN N.T.S. FF 14.2 OL 0.5' NOTES: / UNDER PROPOSED �j ANDY LOA _ 1. AREA 15,625.00 SQ. FT. OR 0.36 ACRES GF 5.6 25'x 35' BROWN DWELLINGS WITH �' CL CLAYEY 1.3' 2. FLOOD ZONE X 0.2% CHANCE ANNUAL FLOOD PUBLICDWELLINGWATEIRH I a �_ / ADDITION PUBLIC WATER - 3. THE WATER SUPPLY, WELLS, DRYWELLS AND X515 FFL 14.2 BROWN CESSPOOL LOCATIONS SHOWN ARE FROM FIELD 150' ? 100' OBSERVATIONS AND OR DATA OBTAINED BY OTHERS. o VACANT 125' SP SAND D 1.2' 4. ELEVATION DATUM NAVD88 o d GRAVEL - � C.O. C 20'MIN. DRY 1 CL CLAYEY 1.3' � SAND HIGHEST EXPECTED z TO DRYWELL WELD - GROUND WATER EL 1.0 ----- -- 5'MIN. LP LP LP 8'MW. �. CL CLAY 1.0' Abanda°me°f.°t�"s�" sacitinsy mmurAbein - GROUND WATER EL 0.0 caacm wMd�mentra ulSubmit 4.0'� oS� `EXISTING SANITARY CL WATER ACLAY IN 1.5' �pletearamwwM °S °Of I LOT 20 LP LP LP TO BE ABANDONED O C O SW MEDIUM 6 0. MAP OF E �I E-C SAND BAY HAVEN O EXP EXP EXP PROPOSED 1,500 GAL. - EXCAVATION INSPECTION REQUIRED z \2.0' SEPTIC TANK FEB. 1, 2021 FOR SANITARY SYSTEM SITUATE w "' w K. WOYCHUK LS BY HEALTH DEPARTMENT S 37°54'90°' W 925.00' SOUTHOLD TOWN OF SOUTHOLD PROPOSED LEACHING GALLEYS(6) DWELLINGS WITH 8.5'LONG x 4.75'WIDE x TDEEP PUBLIC WATER SUFFOLK COUNTY, NEW YORK 150' FILED: JAN. 22, 1959 MAP No: 2910 SCTM#. 1000-88-4-5 SITE PLAN SCALE: 1"=30' of NEW y SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES P F O PERMIT FOR APPROVAL OF CONSTRUCTION FOR A DANIEL R . FALA S C O P .E . P . C . SINGLE FAMILY RESIDENCE ONLY CONSULTING ENGINEER DATE 6/10/2021 H.S. REF NO. R-21-0726 o_ APPROVED 94 STEUBEN BLVD., NESCONSET, NY 11767 FOR MAXIMUM OF 5 BEDROOMS (516) 317-7209 0569 9 �� EXPIRES THREE YEARS FROM DATE OF APPROVAL ��FQ p °• P�`� DATE 03-10-21 SCALE DRAWING N0. O FESSION 05-14-21 1"=30' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FRESHWATER POND I FFL 14.2 , / COVER TO GRADE IF DROP "T' IS USED LOCKING CAST-IRON FINISHED GRADE ON INLET COVER TO GRADE ELEV 8.3 CLE_NWT DWELLINGS WITH CHIMNEY PUBLIC WATER 20' MIN. 20' MIN. N LOCATE DROP "T" UNDER 150' - ACCESS FOR MAINTENANCE INLET ELEV 7.18 NATER MAIN HOUSE INVERT � WM Wh1 tiAI,A1 WM WM WM M (7.64) OUTLET INLET ® © EM ®oc ® ® ®so J I � ® EM ®Ela GIN LANE I-MIN. 4' DIA. SDR 35 FLOW BAFFLE INV. 6.68 INV.16.58 a a0 PIPE OR EQUAL PITCHED 1/4" /FT. .- MIN. 4' DIA. SDR 35 I PIPE OR EQUAL I EDGE OF PAVEMENT -10' MIN. PITCHED 1/8' PER FOOT Iti LEACHING GALLEY (TYP.) . : 10' B' MIN. �''"" 'i 8.5' LONG X 4.75' NIDE ='`i MATERIAL CK FILL N.3759'10"E �W M U i 125.0' I 450.00 BOTTOM OF CLEAN AND GRAVEL SEPTIC TANK t -o-� EL. w I J I LLJ1 I i I I\BQTTQM OF LEACHING GALLEY.'r =_'' C-11J J¢ EL. 4.0 4 Ul 1 STY Q o� < O I SINGLE S I i w� HIGHEST EXPECTED WATER EL. 1.0 DWELLING V ILY 6' MIN. PENETRATION INTO A 5 BEDROOMS i JJOOD I I I �+ ELEV. 5.3 SANITARY CROSS SECTION OF SAND &VIRGINSTRATA 2,478 SF I GARAGE j �, DR BROWNN.T.S. FF 14.2 ' CECK OL ANDY LOAN0.5' NOTES: / UNDER OF 5.6 - - 1. AREA 15,625.00 SQ. FT. OR 0.36 ACRES DWELLINGS WITH I DkNELL iNGS WITH `l' CL CLAYEY 1.3' 2. FLOOD ZONE X 0.2% CHANCE ANNUAL FLOOD PUBLIC WATER # I _ 3. THE WATER SUPPLY, WELLS, DRYWELLS AND 5i5 PUBLIC WATER BROWN CESSPOOL LOCATIONS SHOWN ARE FROM FIELD 1�0 150' SAND OBSERVATIONS AND OR DATA OBTAINED BY OTHERS. I VACANT 125' SP & 1 2' 4. ELEVATION DATUM NAVD88 o b GRAVEL rz 7zBROWN AS - BUILT LP LPA C.O. ,- CL CLAYEY 1.3' A-16.0" DRY � SAND HIGHEST EXPECTED B48.6' WELLS J i � CL CLAY 1 0' GROUND WATER EL 1.0 Z I LP LP LP °S� B-42.6 CL WATER IN 1.5' GROUND WATER EL 0.0 R - 21 - 0726 LOT 20 A-23.0" i O I SW MEDIUM 6 0, MAP OF O 00 B-53.5' 10'0 x T EFF.DEPTH SAND _ BAY HAVEN SEPTIC TANK K.WOYCHUK2LS SITUATE -� u co S 37054'10" w 125.00 IT SOUTHOLD LEACHING GALLEYS(6)8.5'LONG DWELLINGS WITH ; TOWN OF SOUTHOLD 4.75'WIDE x 3'DEEP PUBLIC WATER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SUFFOLK COUNTY, NEW YORK 150' FILED: JAN. 22, W - -•- APPROVAL OF CONSTRUCTED WORKS FOR MAP No: 2910 ASINGLE FAMILY RESIDENCE SCTM#. 1000-88-4-5 SITE PLAN Date 10/5/2021 _ S. (def No. R-21-0726 _ SCALE: 1"=30' NEW/F w� � The sewage sposat and F�aiI r supply facilities at this location have been DANIEL R-. FALAS C 0 , P .E . P . C Inspected and:or ceit,ied t;y t?Is Department or other agencies and found to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET, NY 11767 CRAIG KNEPPER, P.E., CHIEF (516) 317-7209 `rF0 �0- 05699g ��\ O-ilce 0`Wastewater Management P DATE SCALE DRAWING NO. R�FESSIONP� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 08-13-21 1 1"=30' Generated -We are m Compliance Certificate Project Farino Residence. Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 515 Gin Lane Anthony Farino Louis Santora Southold, NY New York 204 5th Street St.James, New York 11780 631-338-7200 louis@ljs-architect.com "-ter�--� ;„:.�' ,,� "�'; ;�a��-^A�" :=,77 r � ..%z w...,w .. ,,,, : lm Compliance: 0.8%Better Than Code Maximum UA: 133 Your UA: 132 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies SOI 0 EN.U Ceiling: Flat Ceiling or Scissor Truss 887 38.0 0.0 0.030 27 Wall:Wood Frame, 16" o.c. 752 15.0 3.3 0.059 39 Window:Vinyl Frame 87 0.280 24 SHGC: 0.28 Floor:All-Wood Joist/Truss 887 19.0 0.0 0.047 42 Compliance Statement. The proposed building design described here' on stent i h the building plans,specifications, and other calculations submitted with the permit application.The proposed build ha een signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the m datory uir nts 1 ted in the REScheck Inspection Checklist. Louis J. Santora R.A. 11'(?A 4 Name-Title Signaturkjv Date r'ir•ti l 1'0 i r� i Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 1 of 9 s � REScheck Software Vein -. REScheck-Web Inspecti®n Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sec ion �6ans"Verified Field Verified #fi IPro-lnspectiora/Plan Review Complies? Comments/Assumptions & Recl,lk7 Vague Value ..................._....... .._ _ ....._. -----_.. _._..._..........._ ..__... 103.1, :Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate t❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on 3❑Not Applicable :construction documents. 103.1, :Construction drawings and ;❑Complies ;Requirement will be met. 103.2, documentation demonstrate U❑Does Not 403.7 energy code compliance for [PR3]1 :lighting and mechanical systems. ; ` ❑Not Observable '41 Systems serving multiple ❑Not Applicable :dwelling units must demonstrate ;. :compliance with the IECC ; Commercial Provisions. 302.1, 'Heating and cooling equipment is Heating: Heating: ;❑Complies ;Requirement will be met. 403.7, sized per ACCA Manual S based Btu/hr 3 Btu/hr ;❑Does Not [PR2]2' on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr ; Btu/hr ;approved by the code official. ;❑Not Applicable t I Additional Comments/Assumptions: 7I 1T7 Impact(Tier 1.. 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I_ ._--_-....�.__...-_.___........-_� Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 2 of 9 • Section a ,.;. •'.. .., #"..:.,o•.,, Foundat , CorrnensAsunion, C &c'Fteg.lp 303.2.1 sA protective covering is installed to ;❑Complies Exception: Requirement is not applicable. [FO11]2 I protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below ; grade. ,❑Not Observable; ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies Exception: Requirement is not applicable. [FO12]2 i installed. :❑Does Not ' ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) ___L2J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 3 of 9 s ! Plans Verafied„ 'Field Verified ` Framing/.!tough`-In'Inspection bmplies? Comments'Assumptions . & Req.10 Value Value 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the envelope Assemblies 402.3.1, ;average). ;❑Does Not ;table for values. 402.3.3, _ 402.5 :[-]Not Observable [FR2]1 ;❑Not Applicable f t I 1 ! 303.1.3 'U-factors of fenestration products '1177lComplies ;Requirement will be met. [FR4]1 :are determined in accordance i❑Does Not .k. 1with the NFRC test procedure or ❑Not Observable :taken from the default table. I '" ;❑Not Applicable ; _ 402.4.1.1 :Air barrier and thermal barrier ;❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's "'_- F❑Does Not :instructions. , ❑Not Observable i❑Not Applicable 402.4.3 ;Fenestration that is.not site built` " ?❑Complies :Requirement will be met. [FR20]1 is listed and labeled as meeting {,` ; ,❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 f» g,.",.,F' ' .:or has infiltration rates per NFRC )-:" -![:]Not Observable 400 that do not exceed code , ❑Not Applicable limits. I ; 402:4.5 .;IC rated recessed lighting fixtures`.' ;❑Complies ;Requirement will be met. [FR16]2., '!sealed at housing/interior finish r 3❑Does Not ;and labeled to indicate<-2.0 cfm ; .A❑Not Observable (leakage at 75 Pa. ❑Not Applicable 403.3.1 :Supply and return ducts in attics =; ❑Complies ;Requirement will be met. [FR12]1insulated >= R-8 where duct is E❑Does Not >= 3 inches in diameter and >_ ;❑Not Observable ; !R-6 where < 3 inches. Supply and return ducts in other portions of " ' '`" ❑Not Applicable the building insulated >= R-6 for :diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ;❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with ":•- ,'` ";,1;'."``` 't I❑Does Not � 7 ;joints/seams compliant with . #❑Not Observable :International Mechanical Code or :International Residential Code, as JE1N,t Applicable applicable. 403.3.5 Building cavities are not used as qq J❑Complies ;Requirement will be met. [FR15']3 ;ducts or plenums. t` :. i❑Does Not ❑Not Observable f a4 IE]Not Applicable 403.4 iHVAC piping conveying fluids R- ; R- ;❑Complies ;Requirement will be met. [1`1117]? ;above 105 °F or chilled fluids ;❑Does Not i below 55 °F are insulated to>_R-3. _R- j 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ¢. ' '❑Complies ;Requirement will be met. :';,,.., [FR24]1 piping. (❑Does Not ; >� '• �J❑Not Observable ' i❑Not Applicable 403.5.3 .r.;Hot water pipes are insulated to R- 1 R- ;❑Complies I Requirement will be met. [FR18]2I>_R-3. ;❑Does Not j ;❑Not Observable :❑Not Applicable 403.6 . ;Automatic or gravity dampers are I' : S❑Complies ;Requirement will be met. [FR39]2' '(installed on all outdoor air ❑Does Not intakes and exhausts. %'... ?❑Not Observable i j❑Not Applicable i" I 1 I High Impact(Tier 1) 1 2'1 Medium Impact(Tier 2) 1 3 ILow Impact(Tier 3) Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 5 of 9 r Section ! Plans Verified field Verified Insulation'Inspection IValue Complies? Comments/,Assumptions & Regl D Value, 303.1 !All installed insulation is labeled } ElComplies ;Requirement will be met. [IN13]2 or the installed R-values ]❑Does Not provided. ;❑Not Observable ! ;❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ISee the Envelope Assemblies 402.2.6 [J Wood ,F1Wood f❑Does Not I table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable :F-]Not Applicable 303.2, Floor insulation installed per — L❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and s j❑Does Not [IN2]1 °in substantial contact with the i I❑Not Observable Ai :underside of the subfloor, or floor 1 :framing cavity insulation is in i )❑Not Applicable contact with the top side of ) j 'sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ; :top of all perimeter floor framing members. „ i 402.1.1, Wall insulation R-value. If this is a R R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood :❑Does Not :table for values. 402.2.6 :wall insulation on the wall '❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies (FR10). E] Steel E] Steel ;❑Not Applicable 303.2 :Wall insulation is installed per b ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. .° " ❑Does Not ❑Not Observable ; i❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' 1 Low Impact(Tier 3) Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 6 of 9 "Section, `.plans Verified <. Field.Verified.: Final Inspection Provisions, Compiles?„ Commen4s/Assumptidns & Regill? Value, Value 402.1.1, 'Ceiling insulation R-value. R- R- ;❑Complies :See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, 402.2.6 E] Steel ❑ Steel ;❑Not Observable [FI1]1 ❑Not Applicable f 303.1.1.1,:Ceiling insulation installed per ❑Complies ;Requirement will be met.. 303.2 manufacturer's instructions. j ;❑Does Not [F12]1 :Blown insulation marked every I :300 ft . { ;❑Not Observable j a❑Not Applicable 402.2'.3 ,Vented attics with air permeable I ':❑Complies ;Requirement will be met. [F122]z, insulation include baffle adjacent ❑Does Not =to soffit and eave vents that {extends over insulation. I ❑Not Observable i ]Not Applicable 402.2.4 ;Attic access hatch and door R R :❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the F 1❑Does Not adjacent assembly. ❑Not Observable ;❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACK 50 = 1❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Exception:All ducts and air [FI27]1 :determine air leakage with ftz ftz ;❑Does Not handlers are located within :either: Rough-in test:Total ❑Not Observable ;conditioned space. leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable w.g, across the system including :the manufacturer's air handler :enclosure if installed at time of ;test. Postconstruction test:Total :leakage measured with a .pressure differential of 0.1 inch w.g. across the entire system f 'including the manufacturer's air ; handler enclosure. a l 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 1❑Complies ;Requirement will be met. [F14]1 cfm/100 ft2 across the system or ftz 1 ftz ;❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in ' :tests,verification may need to ;❑Not Applicable' occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ?❑Complies ;Requirement will be met. [FI24]1 by manufacturer at<=2%of .;;❑Does Not ?design airflow. ❑Not Observable ❑Not Applicable 403:7:1,. .;Programmable thermostats ,❑Complies 'Requirement will be met. [FI9]2 installed for control of primary :❑Does Not ?heating and cooling systems and `" •• ❑Not Observable ;initially set by manufacturer to ❑Not Applicable code specifications. ; 403.1.2 ;Heat pump thermostat installed ,❑Complies ;Exception: Requirement,is [FI10]2.' ion heat pumps. ❑Does Not :not applicable. ❑Not Observable t ;❑Not Applicable 403.5.1, ;Circulating service hot water ❑Complies ;Requirement will be met. [F1111]2 , systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable , 3❑Not Applicable 11 High Impact(Tier 1) 2' Medium IMPE (Tier 2) �-3 Low Impact(Tier 3 Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 7 of 9 Section Plans Verified 'Field Verified 'Final,Inspection Provisions `�` value Value Complies? Comm6nts/Assurnptions, & Rec1.1117 i 403.6,1 . 'All mechanical ventilation system; !❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies :Requirement will be met. [F126]2 through one-or two-pipe heating ':❑Does Not systems have outdoor setback .control to lower boiler water ❑Not Observable :temperature based on outdoor ❑Not Applicable temperature. ----------____.____...__......-----...----�__.......__.—.----------- -------.._._;_. __—.----------_-----------____._. —_._---_.._....------ 403.5.1.1 Heated water circulation systems ; ❑Complies 'Requirement will be met. [F128]2 :have a circulation pump.The i❑Does Not `system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable =pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present. Controls for 'circulating hot water system pumps start the pump with signal ;for hot water demand within the occupancy. Controls automatically turn off the pump i :when water is in circulation loop ' is at set-point temperature and no demand for hot water exists. 403.5.1.2!Electric heat trace systems ;❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the i piping. 403.5.2 Demand recirculation water "[]Complies Exception: Requirement is [F130)2 ;systems have controls that f❑Does Not :not applicable. manage operation of the pump :and limit the temperature of the ;❑Not Observable water entering the cold water '❑Not Applicable _ 'piping to <=_104°F. 403.5.4 Drain water heat recovery units ;❑Complies Requirement will be met. [F131]2 :tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one `or two showers. Potable water- { side pressure loss of drain water - - heat recovery units < 2 psi for { iindividual units connected to :three or more showers. 404.1 ;90%or more of permanent v ❑Complies ;Requirement will be met. [FI6]1 'fixtures have high efficacy lamps.;. `❑Does Not :❑Not Observable `❑Not Applicable 404.1.1' 'Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23)3 no continuous pilot light. ❑Does Not ❑Not Observable -❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 I❑Does Not 3 ❑Not Observable ❑Not Applicable j 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 8 of 9 I section plans Verifiddd ;'Field Verified #: Final Inspection pr"ovisians "Complus? Comments/Assumptions & Red.l® Value ;Valu` ' 303.3 'Manufacturer manuals for i J❑Complies ;Requirement will be met. [F118]3, ` mechanical and water heating i.., i❑Does Not ;systems have been provided. Y♦ 9 ❑Not Observable f❑Not Applicable Additional Comments/Assumptions: F1 High Impact(Tier 1) 2Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Farino Residence Report date: 04/14/21 Data filename: Page 9 of 9 n, Energy C 2018 IECC�J( Effid'ency Certificate M Above-Grade Wall 18.30 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): r Window 0.28 0.28 Door e o e • • e Heating System: Cooling System: Water Heater: ti Name: Date: Comments f Q 2"X d" COLLAR LIES® 48"O.C. UPFtt^^•,THIRD OF ATTIC -_-.�-.- ----- -� ROOF CONSTRICTIONdO I 2 FIBERGLASS BASED ASPHALT COA7ED MINERAL �------�------------� I 1 O SURFACED SELF SEAL SHINGLES (Cl-CLdSS'A' 14-1 ICE SHIELD LABEL)ON 300 FELT UNDERLAYMEN1 14 V5"T'H.CDX ATTACH NEW FOUNDATION WALLS TO EXIST. U1 FOUNDATION WALL W/16"L.0 4 STEEL RENF. PLYWOOD SHEATHING ON ROOF RAFCt'Zi REBARS ® 12" O.G.VERTICAL IMBEDDED I I f 1 1"MIN AIR SPACE USE BAFFLES AT E/-0V� INTO EXIST.WALL 4" t NEW WALL 12 KEBABS TO BE MIN.2"FROM EXTERIOR OF I 1 I I 9 I w CONCRETE -FILL BAR HOLE IN EXISTING ICE SHIELD * i WALL W/NON SHRINKING EPDXY GROUT I I I QLa 6tALUMINUM GUTTER W/LEADERS.b�7.-'4)rXL�r TiNGr --------- ------ ------------ ------------------r-y f ---- , ' :� 1.: ..M1' y• t, .•:. '••'�4j• :.r.^ :M1t •• :114• �4a`.r.•., •'• '' 1 I f SIMPSON TIE DOWN AT EVERY R4�+ER SI l I AND TOP PLATE TO STUD - SEE-2.'TAIL-01 I r------- --------------- - ----- --------------��... :;, CORNICE CONSTRUCTIOT` - i I SEE DETAILS _�-�� I 1 �♦ G ALUMINUM COVERED 2" X 8" INF,P.C.FOUNDATIONN WOOD FAt;IA,VINYL SOFFIT 0 I :- I / I I ♦ `r I I 1 j w -1 BOARD W/SCREENED VENTS -MATCH'XISTING +n 1 ALL ON REIN.P.C. I I L---J I I I Z I/2"TH.GYP.BRD.ONCEILINGJGIISTS i I =i _I_—I _--- ------------- — I -- I ---------_------------ I O 4 FOOTING - SEE DETAILS � I (2)2" X 4"BEARING PLATE I �` o I- / - -------------- ---- -- - --- ------------- O R-38 FIBERGLASS INSUL -- - �� SIMPSON TIE DOWNS AT EVERY £TC>,CONNECTING I 4'x V REIN.P.C.PAD . 811 -------- -- ----- -- ------------------------------__--- ------------ STUD TO BEARING PLATE,RIM JC;S> AND TOP 0 - _ ♦ - / LL ( Ow PLATE SEE PWG D-1 - I 1 1 iztkoC '�` `� VERIFY INFIELD DEPTH OF EXISTING EXISTEI - 1�l x Foor 3 THIS AREA AND UNDERPIN IF i EXTERIOR WALL CONSTFVTION �, r I REQUIRED -33 MIN RIGID INE�l1'T1 ON 15� VINYL SIDING ON R R D .�_� ?- FELL UNDER-AYMENT OR TYVEC HOUSEIRtF ON 1/1" ♦ �� SEE DETAILS ' ' zoo TH.CDX PLYWD.SHEATHING ON STUD W,-L l2"X 4"e I I'-8" Z w >- REMOVE GARAGE DOORS,TRACKS, t�. cw7 >- ® I6"O.C.) 1/2"GYP.BIRD.INTERIOR T S I _ FRAME-INFILL EXISTING OPENING IN p v Z Z -- q • , r ' ... FOUNDATION WALL W/NEW 8" TH.P.C.OR � Z U NEW 3-2"X 14"LVL W/2- 1/2" X 14" N.STEEL FLITCH PLATE INSET HDR I CMU BLOCK W/GROUT FILLED CELLS - I I D - Z ---------- -------"--�-- FOUNDATION WALL ANCHOi�ED INTO ° EXISTING UNFINISHED BASEMENT *- -` FLOOR CONSTRUCTION -I - - - - - W SHAPE BEAM INSET �- ' Lu FINISHED FLOOR ON 3/4"TH.TONGUE:aD GROOVE I I CONTROL JOINT IN SLAB BELOW I I EXISTING ADJACENT W/�4 KEBABS ® 18" " AREA o PLYWOOD SUB FLOOR GLUED AND 61,'RWED ON 1 :4 _ , O.C.VERTICAL LIVING SPACE Woop FLOOR JOISTS 1 �' NEW TWO CAR X R-15 FIBERGLASS INSULATION I `:, I o GARAGE I NEW FOOTING AT INTERIOR PIER - DOWEL I I w LU `n U w 1 LAYER 5/8"FR GYP.BRA `'� I ANCHORED INTO EXISTING FOOTING W/04 N $-------------- ' X = SILL CONSTRUCTION 1 ;�. I ENTIRE GARAGE CEILING ' EXlst 3 z"X 10" IRDER ' ' }= w t- 2"X 6"ACO WOOD SILL ON SILL SE,',L - i 1 a I KEBABS m 8"O C.HORIZ x 1 W �, EXIST BOILER ANCHOR SILL W/5/8"DIA ANCHOR BOLTS SLOPED REW-ORGED +- , - - TO BE UPGRADED ' 16"O.C.MAX 12"FROM ANY CORNER N I I CONCRETE SLAB ' UNFINISHED BASEMENT AREA I SIZED IN ACCORDANCE WIT44 -- ARGAI�0 _ --—- `--—-- I ACCA MANUAL S BASED ON B RIM BOARD /BAND HEADER m I 1--—--��-—- X PROVIDE SOLID 2"BLOCKING BETWE — -- .---•-----m- LOG LOADS CALCUALTED I1N • I I Q ACCORDANCE WITH ACCA O � JOISTS UNDER BEARING POINT ABOVE n I , -- -----------$--------------$---__--- _---- MANUAL J OR OTHER I I � TERMITE SHIELD I EXIST 3 2" X 10"GIRDER SIMP50N TIE DOWN STRAPS AT EVER STGw. I I � � I I �C11-8" Nil APPORVED HEATING AND - CONNECTING STUD TO SILL BEARI'kG NAI`':TO N � COOLING METHODCALCUOLOGIES LTION FOUNDATION WALL SEE DWt's D-1 ' METHODOLOGIES CD. i ^ OWNER SPECIFIED CEMENT PAfaslN,z/4-TU000 11 11 11 R ON I ° I NEW 3-2 X 14 LVL W/2- 1/2 X 14 H.STEEL FLITCH PLATE INSET HDR - EXPOSED AREAS OF FOUNDATION WALL I -- - ----'-"-- ,•.f �— I _I---- OR NEW W14 X 38 STEEL W&4APE SEAM INSET `! ,.Na-". .. ... , ,� I CONTRO JOINT IN SLAB BELOW I I l 0 N EXIST FUEL OIL T I O 5/8"TH.TYPE X FIRE RATED GYP-BRD. .i �Aw -� ON FLOOR JOISTS W/ SEE OTHER DWG FOR END WALL ANi0 L �E-DETAILS I �� _ —_ — — _� - - --—--—--— - I O �� ,� N E ISt NATE P *- '. I I I -- '- -------- R-19 FIBERGLASS INSUL Q _ ,��,,.�._ 8"X 16" P.C.PIER FOR I•C I I GIRDER BEARING o ( ------------ ----------------------------� F-,I-{; M r? I I PROJECT FOOTING OUT 12 X •4 CONTNUOUS HORIZONTAL RFBAR'AS SNS' I I AROUND PIER(TYP) ® INFILL EXISTING OPENING IN FOUNDATION - I I PROVIDE ANCHORED 1/2" TH. WALL W/NEW 8"TH.PZ.OR CMU BLOCK I I STEEL BEARING PLATE ON FOUNDATION WALL ANCHORED INTO X I I CONC PIERS `A , " j 04 VERTICAL REBAR® 48" OL. 1 _: I x SEE DETAILS - EXISTING ADJACENT W/ 4 KEBABS ® 18 X GARAGE :�•.. HOOK RETURN TOP AND BOT. , :• , I O.C.VERTICAL w I CIS ' - 8"TH.POURED CONCRETE FOUNDATON W/LL _ 1 13 tu 04 CONTINUOUS HORIZONTAL REBARAS SH(%N I r -- ---- - ----- 1 1 O /.•• I I ';:. L_-----1--- ELEc PaNE� H -- — ------------------------ I:.: PRE MOLDED SLAB EDGE FILLER —_ r i .:.� -- ----------- '.;:..•;,:.. 1 / REIN.P.C.AF'RODJ'r t WATER STOP ` DTII . X 8'-LVA-TL-I NH 5TD IDR J / y �-—--—- -—--—--—--—- ----------------- PERIMETER ------ --/ -- --- -- - w '•1 1 GRADE LINE �� REIN.P.C.APRON ..�� / ` ;---------- 0 i i USE 5/9" DIA. ANCHOR BOLTS 6 V, O.C. ��G� * �vp ` .: • ' : ; •'. ' 2'-0" V-011 X T-0" H.R.O. 2'-0" 2'-0" 9-0 - R: 1-0' H. . 2'-0" ATTACH NEW FOUNDATION WALLS To EXIST. - MAX. 12" FROM CORNERS OSP 8" TH.POURED CONCRETE FOUNDATION WALL f i FOUNDATION WALL W/16"L.•4 STEEL REIN. -1" MIN. EMBEDMENT INTO CONCRET v��' o �+ f-• REBARS 12 O.G.VERTICAL IMBEDDED FOUNDATION WALL - Q 1311-0° INTO EXIST.WALL 4" t NEW WALL 12" - 4" TH.POURED CONCRETE SLOPED DAMP PROOFING ON 10"TH.P.G. FOUNDATKE IUI ;,,,•.- FLOOR SLAB REIN.W/6x6-Wt-1 W2.1 :•1 WALL BELOW GRADE BABS TO BE MIN 2"FROM EXTERIOR OF ALL NEW FOOTINGS AND PIERS TO 61E w CONCRETE - FILL BAR HOLE IN EXISTING WWM ON 6 MIL. POLYETHYLENE 261-0 `� \� WALL W/NON SHRINKING EPDXY GROUT ON VIRGIN UNDISTURBED SOIL 150OLE3 VAPOR BARRIER ON 95% DENSITY ' PER SQ.FT. BEARING CAPACITY M6VIMI,i!9 WELL COMPACTED POROUS FILL f` 4 - •5 REBAR CONTINUOUS N FOOTING \ \ s o .y:.•" ':� ',;' '- �� BOTTOM OF NEW FOOTINGS/PIERS 5HALL • : ib" N.X 32"W.CONTINUOUS POURED BE A MINIMUM OF 36" BELOW FINISHED Cn �t •: •• •`' CONCRETE FOOTING W/2" X 4"KEYiVAl J EXTERIOR GRADE 111 � N TN'F I CAL WALL SECTION- � N F0UNID AT 1 ON FL AN o � N.TS. U SCALE= 1/4" = i'-m" CU � � (y Ik w Z -1 w w 9 TQC zz � QO -► Q z I ik �j p Z }_ o Z � Q � `` AUG 2 5 2021 V APP OVED AS DRAWING I NOT D DAT : IB.P.# FEE: T1 INDEX DETAILS PLOT PLAN z NOTDE - IF BUILDING DEPARTMENT AT p 765-1802 8 AM TO 4 PM FOR THE TOLL WING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED F0, POURED CONCRETE S 37° 54' 10" W 125,0' 2. ROUGH - FRAMING & PLUMBING FIRST FLOOR PLAN /\ N 3. INSULATION A-1 /� 4. FIN L - CONSTRUCTION MUST BE COMPLETE FOR C.O. A-2 FOUNDATION PLAN DETAILS ALL C NSTRUCTION SHALL MEET THE � REQUI EMENTS OF THE CODES OF NEW I YORKaTATE. NOT RESPONSIBLE FOR q DESIG OR CONSTRUCTION ERRORS. M A-3 ROOF PLAN �r ~ � CV WINDOW AND DOOR SCHEDULE I„ OMPLY ITH ALL CODES OF I ' 43'-0' NE J YORK STATE & TOWN CODES - ------- --------- -------------- -------------- I Q r---------- — 15'-0" A-4 ELEVATIONS ° AS EQUIRE AND CONDITIONS OF 10_'-0'�L I # a � � � aaa ----- I 26'-5" 11 Ww BOA xlsr. z A-5 ELEVATIONS EES I ECK _�AY.S, ----- W 17' 29'-' 3I8„ DETAILS SANITARY RISER � LU RENO ES NE - s DDI ION LU EXISTING DWELLING: � Ln w d I-i �1 ------ �CDA-6 DETAILSBID CN Q I iM 22 i ' Z A-7 SECTIONS o o EXIST. I U Z N DECK N , N A-8 DETAILS NOTES z � 13.0--- --�-3,.p-- --------- ---- -- -- -----------------� I > � � 26'-0" I A-9 DETAILS -q OL W PALTER �— WALKWit�/ A-10 DETAILS � NEW PAVED o Q DRIVEWAY -per o ca LO Z M I ' EX-1 EXISTING CONDITIONS 00 450.0' N 37 54' 10" E 125-0' w foo N N 1_ N-1 CODE NOTES �-+ N-2 CODE NOTES � U FL ® T FLAN e S�. SCALE: 1/16" 1'-0" N-3 CODE NOTES aw BASED ON SURVEY 5Y HAROLD ~ N v TRANCHION JR. DATED 4-24-2012 — v m PRIOR TO ANY EXCAVATION AND N 4 CODE NOTES OCCUPANCY OR �� CONSTRUCTION,CONTRACTOR TO Q VERIFY ALL EXISTING UNDERGROUND USE IS UNLAWFUL UTILITIES&POOLS 6" DIAMETER WITHOUT- CERTECATE OF OCCUPA0YSection 1265.4. Sign/symbol. (a) Each new residential structure and each addition to or rehabilitation of an existing residential structure that utilizes truss type construction, G'C ZONING DATA REFLECTIVE WHITE re—en ineered wood construction and/or timber construction shall be identified by a sign/symbol in accordance with the provisions of this [Part. O REFLECTIVE RED /r, _ �� p g WATER RUNOFF TOWN OF SOUTHOLD PANTONE##187 (b) The sign/symbol required by this Part shall by affixed to the electric box attached to the exterior of the residential structure; provided, V RE AlN STORM however, that: Q �Q o Z pU 5UANT TO CHAPTER 236 (1) if affixing the sign/symbol to the electric box would obscure any meter on the electric box, or if the utility providing electric service to the p - OF THE TOWN CODE. ZONE: R-40 residential structure does not allow the sign/symbol to be affixed to the electric box, the sign/symbol shall be affixed to the exterior wall caf the LOT AREA: 155625 SQ. FT. %' �' residential structure at a point immediately adjacent to the electric box; and ` s� NON-CONFORMING LOT SEE CODE SECTION 280-124 (2) if no electric box is attached to the exterior of the residential structure or if, in the opinion of the authority having jurisdiction, the electric j' box attached to the exterior of the building is not located in a place likely to be seen by firefighters or other first responders responding to a PLUMBER CERTIFICATION SETBACKS OF NEW ADDITION: fire or other emergency at the residential structure, the sign/symbol required by the Part shall be affixed to the exterior of the residential structure in a location approved b the authorityhavingjurisdiction as a location like) to be seen b ON LEAD CONTENT BEFORE REQUIRED FRONT YARD - 35.0' , firefighters or other first responders responding to a fire or other emergency at the residential structure. y y CERTIFICATE OF OCCUPANCY' PROPOSED FRONT YARD = 40.0' � g p P g g y � – (c) The sign/symbol required by this Part shall be affixed prior to the issuance of a certificate of occupancy or a certificate of compliance. The SOLDER USED IN WATER - � authority having jurisdiction shall not issue a certificate of occupancy or certificate of compliance until the sign/symbol required by the Part: shall SUPPLYSYSTEM CANNC;T REQUIRED REAR YARD = 35.0 A� have been affixed. —1 N E GEED 2110 OF 1% LEAD. PROPOSED REAR YARD = 50.1' �. (d) The property owner shall be responsible for maintaining the sign/symbol required by this Part and shall promptly replace any such 8 ,' sign/symbol that is affixed to an electric box when any change or modification is made to such electric box. The property owner shall promiptly Z = REQUIRED SIDE YARDS = 10.0' ONE SIDE,25.0' TOTAL replace the sign/symbol required by this Part if such sign/symbol is removed or becomes damaged, faded, worn or otherwise less conspicuous to 111 U PROPOSED SIDE YARDS = 17.0'TOTAL = 47.7' firefighters or other first responders responding to a fire or other emergency at the residential structure. The property owner shall keep the area ® U j in the vicinity of the sign/symbol required by this Part clear of all plants, vegetation, and other obstructions that may hide or obscure such —1 1= p�- BING REQUIRED LOT COVERAGE — 20% OF 15,626 SQ. FT. = 3,125 SQ. FT. ' sign/symbol or otherwise cause such sign/symbol to be less conspicuous to firefighters or other first responders responding to a fire or other 111 LLPLUM�Sl1Gvvv ZTE emergency at the residential structure. Q WATER LINES NEED EZISTING LOT COVERAGE = 1604 + 143 + 136 = 1,883 / 5 17 7 12.0% (e) The sign/symbol indicating the utilization of truss type construction, pre—engineered wood construction and/or timber construction shall T . ING,.8EFORECOVERING, . PROPOSED LOT COVERAGE — 1,883 + 887 = 2,770 /15,625 = 17.73% �/2" comply with the requirements of this subdivision. ~ STRODE (1) The sign/symbol shall consist of a circle six inches (154.2 mm) in diameter, with a stroke of width of �/� inch (12.7 mm). Z Z The construction type - EZISTING FIRST FLOOR LIVING SPACE: 1604 SQ. FT. designation shall be " — - The background of the sign/symbol shall be reflective white in Q J ELECTRICAL EXISTING FRONT DECK: 143 SQ. FT. 4i1", 4411", $L111", 441V"or 44V!! color. The circle and contents shall be reflective red in color, conforming to Pontone matching system (PMS) #187. however, that a sign/syrnbol Z Z Z SPECTION REQUIRE® EXISTING REAR DECK: 136 SQ. FT. applied directly to a door or sidelight may be a permanent nonfading sticker or decal. ® -q — to indicate the construction W 0 O PROPOSED FIRST FLOOR ADDITION: 887 SQ. FT. classification of the (3) The sign/symbol shall contain an alphabetic construction type designation to indicate the construction type of the residential structure, as Z Z I a) � follows: BASEMENT TWO CAR GARAGE: 887 SQ. FT. structure under DESIGNATION FOR STRUCTURAL (i) if the residential structure is subject to the provisions of the RCNYS, the —13 0 section 602 of the BCNYS COMPONENTS THAT ARE OF construction type designation shall be "V" and TRUSS TYPE CONSTRUCTION if the residential structure is subject to the provisions of BCNYS, the construction type designation shall be "I", "Il" "III" "IV" or "V" to Q Z Mut provide 1�anual; (") � p yp g , � indicate the construction classification of the structure under section 602 of the BCNYS. x N 1 and S as per �(� 1000 — 0a = 4 _ `® (4) The sign/symbol shall contain on alphabetic location designation to indicate the location(s) containing truss type construction, pre—engirneered Q 0 Q Energy C " !! FLOOR FRAMING INCLUDING Q ui T^ Sl Cod, F wood construction and/or timber construction structural components, as follows: {— ® GIRDERS AND BEAMS (i) "F" shall mean floor framing, including girders and beams; 4 "1113 ROOF FRAMING (ii) "R" shall mean roof framing; and — U t":�io 1tviorlighting (iii) "FR" shall mean floor framing and roof framing. U 1' ¢`' « �� (5) The construction type designation shall be placed at the 12 o'clock position of the sign/symbol, over the location designation, which shall be DU1Cx" replaced or XT�"' FR FLOOR AND ROOF FRAMING 1311 ver door Fire reparation n-r-,fired rhall Conform placed at the six o'clock position of the sign/symbol. STANDARDS AND CODES Note: CofO and CofC cannot be issued until compliance with these regulations are inspected and verified on site during the final inspection. and duot�raor� required as per to Chapter 172 t sting required. NYS Code of the Town Code O N } Uj ALL LVL (MICROLLAM AND PARALLAM PRE ENGINEERED TEMP SHORE AND BRACE STRUCTURE AS REQUIRED 27'-5 3/4" 24'-4 3/4" LUMBER TO BE AS MANUFACTURED DURING DEMOLITION AND CONSTRUCTION TO ENSURE 261-511 BY TRUSS JOIST OR EQUAL THE STRUCTRAL INTEGRITY OF THE BUILDING MIGROLLAM LVL MIN.1.9E 2600 psf Flo PARALLAM LVL MIN.2.0E 2900 psi Fb ALL LEDGERS SHALL SECURED TO ADJACENT 2" X 8-11 WOOD FRAMING W/3/8" DIA.GALV LAG SCREWS OR 3'_6" 4'-011 4'-0" 6'-0" ALL INSTALLATION FOR LVL LUMBER AND PLYWOOD 1/2" DIA.GALV.EXPANSION BOLTS INTO FOUNDATION "I" JOISTS TO BE PER MANUFACTURERS BY SiMPSON OR EQUAL - ALL SPACING TO BE 16" RECOMMENDATIONS AND CODE INCLUDING O,C.STAGGERED TOP AND BOTTOM - MAX.12" FROM CONNECTIONS, BEARING STIFFENERS,BRIDGING, ENDS BLOCKING,FRAMING CONNECTORS,ETC. ' ALL STRUCTURAL DOUBLE MEMBER WOOD HEADERS REMOVE EXISTING WINDOWS AND DOORS WHERE 2 SHOWN AS DEMO AND, IF NOT REPLACED,FILL IN A-� TO HAVE MIN.2-2" X 4" WOOD BEARING POST UNDER EXISTING OPENING WITH NEW INSULATED WALL SHEAR WALL EACH END U.O.N.OF THE SAME SPECIES OF THE HDR - CONSTR TO MATCH EXISTING ADJACENT,OR ALTER SHEAR WALL HOLD DOWN - TRIPLE HDRS.TO HAVE 3-2" X 4" POSTS MIN.UDN. ROUGH OPENING AS REQUIRED FOR NEW WINDOW, p HOLD DOWN - SEE DETAIL ALL STEEL BEAMS TO BEAR ON 3Y" DIA.STD.STL. SUPPLY NEW HEADER AND JACK STUDS AS REQ'D- SEE DETAIL EXISTING SUNROOM PIPE COLUMN EACH END ON FOOTING OR FOUND. # a a a a - WALL OR 6"MIN.BEARING ON FOUNDATION WALL I SEE OTHER DWGS,FOR ADDITIONAL FRAMING AND EX15TINC'✓ - AT LEAST ONE WINDOW IN EACH NEW BEDROOM t0 BE GENERAL NOTES AND ALL STRUCT.LUMBER fL/ SIZED TO ALLOW EMERGENCY EGRESS PER NYS CODE STRENGTH MINIMUMS / / I DECK i 5.1 SQ.FT.OPENING - 5.0 AT FIRST FLOOR - MIN.HT. UJI SEAT WOOD HEADER SCHEDULE AT WALLS: z DIM.24 MIN,WIDTH DIM,20", 44 AFF MAX.SILL HT. O Q 1 I UNLESS OTHERWISE SHOWN OR NOTED,PROVIDE O ' " ALL DIMENSIONS ARE FACE OF GYP.BRD.TO GYP. " z � 60 NITY 1 WITH 3 MINIMUM BEARING SPAN: SIZE OF �- I - I DESK 6m°x 6m" I BRD.OR FACE OF SHEATHING OR TO CENTERLINE OF MEMBER( ALL DF.°2) a l / TILED SHOWER W/ / _ =, SAFETY GLASS ----------------------- ------ --------------- I X 14'-2" 't ENCLOSURE L DOORS AND WINDOWS UNLESS OTHERWISE SHOWN O W ALL GUARDRAILS SHALL BE DESIGNED TO NOT UP TO 2'-6" 2-2X6 LL �- I i = �-$ ALLOW THE PASSAGE OF A 4" DIA.SPHERE (A 6" 2'-7" TO 4'-0" 2-2X8 z -3 61 4'-1" TO 5-0" 2-2X10 Q U NEW BED ROO cp DIA.SPHERE BTUJN.ANY TREAD AND UNDERSIDE OF 5'-1" TO 1'-0" 2-2X12 J NEW BAT RAIL)HT,SHALL BE 36 MIN.AT LANDINGS AND 34" 7.1" TO 8'-0" 2-2X10 LVL N HARDWOOD FLOORING TILE FLOORING m \ MIN.ABOVE ANY TREAD AT THE RISER - GUARD Z p q \ O O I RAILS ARE REQUIRED WHERE HT,ABOVE ADJACENT REPLACE ANY EXISTING HEADERS NOT UP TO THE LU D 60" VANITY = SURFACE IS 30" OR MORE - PROVIDE HANDRAILS HEADER SCHEDULE STANDARDS IF NEW LOADS 0 z Z I o LA LA E , W.c. EXISTING O z z ` A7 ALL STEPS FOUR OR MORE RISERS - HANDRAILS ADDED ABOVE z 1U BEDROOM EXIFI G SHALL BE DESIGNED AS GUARDRAILS AT ALL p U z ' 140 SQ.FT. BATH n AREAS ABOVE 30" ABOVE ADAJACENT LEVEL TYPICAL INTERIOR WALL: r= - - I 0/ ` m THERE SHALL BE MIN. 1 1/2"CLEAR FROM INSIDE OF 2" X 4" OR 2" X 6" WOOD STUDS 16" O.G. Q 111 - 0 GIBS REQUIRED•112 SGL FT. \ ( _ 2 X 4 SOLE PLATE ,2-2 X 4 tOP PLATE, I U PROVIDED -14.4$Q.FT. . ' " " " " J Z m HANDRAIL TO WALL FACE NATURA�VENT REQUIRED•5b SQ.FT. /' EXISTING \ m LAYER 1/2" TH.GYP,BRD.EACH SIDE -1 PROVID :13.1 SQ.FT. FIELD VERIFY ALL DIMENSIONS AT STAIRS/STEPS } f- (L ---------- 1 x ' r O KITCHEN �' PRIOR TO FABRICATION BATHROOMS SHALL HAVE W.R. I/2"GYPSUM BRD Q w 'D ALL RISERS/STEPS - MAX.HT,8 1/4"MIN.TREAD 9" AND 1/2" CEMENT BRD BACKER UNDER TILE cQ U W PROVIDE NEW ATTIC ESS J z ——J / I HATCH IN CLG.PER !"11 MIN. PLUS V NOSING AREASLLI I_ - 12'_5" zz"X 3m"PANEL OR PULL, I ANY EXISTING WALL CAVITIES EXPOSED SHALL BE DOWN ATTIC STAIR-INSULATED ALL WINDOW MODEL NUMBERS ARE ANDERSEN 400 I / To MATCH R VALUE OF CLG.`\ EXISTING \ REINSULATED WITH FULL DEPTH FIBERGLASS BATT - -� „ � -, INSULATION / BATH SERIES W/SCREENS AND LOW E INSULATED GLASS U I 3 NEW WALK-Iii \ VALUE = 28 - WHITE CLAD EXTERIOR AND UNFINISHED INSULATION ------ --- — — —__ _ _ __ _--_-----_--_--_—_ ANY EXISTING EXTERIORBY CI-OBEY I WOOD INTERIOR UNLESS OWNER APPROVED EQUAL E E T S.D. ARDI�I OODORI�1 / LO ET -- -------- ----- `\---- -- NEW STRUCTURES SHALL HAVE SIDING, . CONSULT W/WINDOW MANUF,ON ALL MULLION JOINING UNDERLAYMENT,SHEATHING REMOVED AND 1 / ------J , p-� `\ EXISTING LIVING ROOM DETAILS AND WINDOW COMBINATIONS TO ENSURE REPLACED WITH I/2"GYP.BRD. O I p --- COMPATIBILITY AND ADJUST MODEL NUMBERS 00 m I 5,_0„ 4'-2 `r i /i\ ACCORDit*LY / ALL NEW BATHROOMS SHALL HAVE INTERIOR 0 I ; ' / WALLS W/FULL BATTEN MINERAL WOOL SOUND ALL NEW HABITABLE ROOMS TO HAVE LIGHT AND ATTENUATION BLANKET INSULATION _ ------- - - ' ------*- ------ OF OROOM AREAMNIN. It ( " i " — _—__—___ ___— VENTILATION PER NYS CODE 4qo AREA -- ----- ----- ----- " NEW I1NEW CLEAR OPNG.VENTILATION 8To OF ROOM MIN. i NEW i }NEW "z I I'� ;SD. EXISTING ID CLOSET ' �_, SD. PARALLEL TO SAME - SPLIT AT PLUMBING WALLS l LOST D_6 cn HALL I } TALL / \ GLASS/NATURAL LIGHT PROVIDE DOUBLE JOISTS UNDER PARTITIONS O i;C.D. HARDWOOD N u i�I HARDWOOD 'I i_;cD. HALL o ARDWOOD HA WOOD _ PROVIDE 2" X 6" OUTLOOKER CEILING JOISTS 6 16," w > OOR O.C.WHERE CLC.JOISTS ARE PERDENDIGULAR TO , � ' "" RAFTERS.TIE TO MAIN C.J.W/24" L.20 GA.STRAPS � H � NEW ATN p_��I 1 ' TILE FLOORING \ / EF.ir: 8 /' �?SD ;S.D. \ LEGEND U H 6m"x 34" / / (� STERLING we `n �„ ITV ;CD. = CARBON MONOXIDE DETECTOR INTERCONNECTED vv— I ' SHOWER 1 I L /� ;S.D. = SMOKE DETECTOR INTERCONNECTED (� = INLcI ER = EXHAUST FAN VENTED TO EXTERIOR - 50 CFM MIN. INTERMITTENT I X EX�5TING EXISTING �\ I i LW roc 2 -8 5 E°� BEDROOM BEDROOM 1 NEW BED ROOM z ' IN 3m ITV w. ING c. PREFAB 112 SQ,FT. EXISTING i--� 1 HARDWOOD F OORING ; \ SHOWER GLASS REQUIRED -S SQ.FT, DECK ACTUAL LVL STRUCTURAL MEMBER SIZES O \ i /-;0 I n KIT /PROVIDED- 14A SQ,FT, -0 NATURAL VENT REQUIRED-45 SQ.FT. 2" X 14" = 13/4" W. X 14"H, 6' I III I� W BATFiF.� / PROVIDED• 13.1 SQ.FT. i TIL FLOORING 2" X 12" = 13/4" W.X 11 114" H. 2" X 10" = 13/4" W.X 91/4" H. 1 N 2" X 8" = 13/4" W.X l 1/4" H. 1 cs' �G1 �cY 1 - - 2" X 6" = 13/4" W/X 51/2" H. �� FtP ------- ------- ALLOWABLE STRUCTURAL MEMBER DEFLECTIONS: QG�� o Q L-- - --------- ------------ -- -1 __�__ Q Rafter slopes greater than 3/12 w/no L480 W � � _ � U_ � SHEAR WALL finished ceiling attached to rafters s o HOLD DOWN - ro 6 -6° 6 -6" 6"6 SEE DETAIL Interior walls and partitions HAM /J P 00-1 131-011131-0" 221-6112V-9 5/8 Floors and plastered ceilings 1-/360 All other structural members L/240 Exterior walls with plaster or stucco finish H/360 Exterior walls-wind loads with brittle r, finishes 8 CV DWELLING 1162. FT. ZO u Exterior walls-wind loads with flexibike finishes _ ADDITION 887 SQ. FT. REAR DECK 136 5Q. FT. ~ Z SE PARTITION LEGEND WW w z� 5T FRONT DECK 143 SQ. FT. o NEW WALL CONSTRUCTION � W SCALE: I/4" 1'-(d" ] DEMOLITION UDN. Z A W W D .qz 0 EXISTING WALL CONSTRUCTION - SEE SECTIONS AND DETAILS !^ O -1( _ Z-i Z z 0 Z ,n �-- O LL O o I— W 1- O LL_ Q � z Q (S) � O a U DUJCx!' 0 tu 26'-5" 3' 4" 2" X 4" COLLAR TIES 9 48" O.C. UPPER THIRD OF ATTIC 51_101, 6'-10" R.O. ROOF CONSTRUCTION 1:4011 2 r------T----------- FIBERGLASS BASED ASPHALT COATED MINERAL 21_0" SURFACED SELF SEAL SHINGLES (U.L.GLASS 'A' A-1 ICE SHIELD LABEL)ON 30"FELT UNDERLAYMENT ON 5/8" TH.CDX 41-011 ATTACH NEW FOUNDATION WALLS T FOUNDATION WALL W/ 16" L.•4 STEEL REINF. EXIST. PLYWOOD SHEATHING ON ROOF RAFTERS REBARS � 12" O.C.VERTICAL IMBEDDED I I I I INTO EXIST.WALL 4" d NEW WALL 12" - I"MIN,AIR SPACE USE BAFFLES AT EAVE RErNdF �'RQ - REBARS TO BE MIN.2" FROM EXTERIOR OF CONCRETE - FILL BAR HOLE IN EXISTING I I I ICE SHIELD / WALL W/NON SHRINKING EPDXY GROUT I I 1 I 0 6" ALUMINUM GUTTER W/LEADERS MATCH EXISTING r -- -- L-- ---------- ------------------ I I I __-__-_- SIMPSON TIE DOWN AT EVERY RAFTER - UYYYAND TOP PLATE TO STUD - SEE DETAILS 1 r— ———— I I SEE DETAILS ♦ I /C CORNICE CONSTRUCTION I I �' I i `� ONDEN,5* i i i i z i ALUMINUM COVERED 2" X 8" WOOD FASCIA,VINYL SOFFIT BOARD W/SCREENED VENTS - MATCH EXISTING I/2" TH.GYP,BIRD.ON CEILING JOISTS I I 0 ----------------------------- -------------- - ---- ----------------- (2)2" X 4" BEARING PLATE R-38 FIBERGLASS INSUL - I I SIMPSON TIE DOWNS At EVERY SCUD,CONNECTING I �` I REINF.P.C.FOUNDATIONN ' -------------------- STUD TO BEARING PLATE,RIM JOISTS AND TOP 0 1 LL ON REINF.P.C. \\ _ �i PLATE SEE DWG D-1 - I a: I FOOTING - SEE DETAILS LL VERIFY IN FIELD DEPTH OF EXISTING I EXIST /p i i Z I I `A FOOTING THIS AREA AND UNDERPIN IF EXTERIOR WALL CONSTRUCTION x ' REQUIRED a � VINYL SIDING ON R-3.3 MIN.RIGID INSULATION ON 15" I I z Lu FELT UNDERLAYMENT OR TYVEC HOUSEWRAP ON 1/2" LL L � >- +, TH.CDX PLYWD.SHEATHING ON STUD WALL (2"X 4"s I I Z I�_S REMOVE GARAGE DOORS,TRACKS, Ozz m 16" O.C.) I/2"GYP.BRD. INTERIOR T d S FRAME-INFILL EXISTING OPENING IN O Z W d 0 I r FOUNDATION WALL W/NEW 6" TH.P.G.OR r- I u u u u 4T I /Nm PL-,ATE-IA�SEfiNBft - . ; CMU BLOCK W/GROUT FILLED CELLS� � FOUNDATION WALL ANCHORED INTO W, EXISTING UNFINISHED BASEMENT � �FLOOR CONSTRUCTION I NEW WI4 X 38 STEEL W SHAPE BEAM INSET I _ EXISTING ADJACENT W/"4 REBARS 0 18" LL ,AREA o < IS FLOOR ON 3/4" TH.TONGUE AND GROOVE I J CONTROL JOINT IN SLAB BELOW I L — ; 0 O.C.VERTICAL xOL LIVING SPACE PLYWO SUB FLOOR GLUED AND SCREWED ON I r O NEW TWO CAR o = L ;, � � � Q u.1 WOOD F OR JOISTS 1 •� R-15 FI RGLASS INSULATION I I nGARAGENEW FOOTING AT INTERIOR PIER - DOWEL __—__ X = I I `� 1 LAYER 5/5"F.R.GYP.BRD `� ". w '- -------------- - ------ $------------- CONSTRUCTION I :=ti ( U ENTIRE GARAGE CEILING ANCHORED INTO EXISTING FOOTING W/ 4 X EXIST 3 2" X 10" IRDER LLI ~ 2" X 6" AGO WOOD SILL ON SILL SEAL - - I I Q O REBARS 8 O.C.HORIZ. w ANCHOR SILL W/5/8" DIA. ANCHOR BOLTS 9 M �t j i SLOPED REINFORCED EXIST BOILER TO BE UPGRADED 16" O.G.MAX. 12" FROM ANY CORNER 0 I I I -= CONCRETE SLAB UNFINISHED BASEMENT AREA SITED IN ACCORDANCE WITH �., ACCA MANUAL S BASED ON B — -_—_-_- —� ----------- FQi; R TWO LDG LOADS CALCUALTED IN ' 1__--_- AB►f1Gt �v - ----------- RIM BOARD /BAND HEADER x PROVIDE SOLID 2" BLOCKING BETWEE —� ACCORDANCE WITH ACCA O I n N JOISTS UNDER BEARING POINT ABOVE n MANUAL J OR OTHER 00 —TERMITE SHIELD I I w w EXIST 3 2" X 10" GIRDER APPORVED HEATING AND � SIMPSON TIE DOWN STRAPS AT EVERY STUD, COOLING CALCUALTION - - _ — CONNECTING STUD TO SILL BEARING PLATE TO 1 �, `" _ ;S.D. METHODOLOGIES .I FOUNDATION WALL SEE DWG D-1 I � — OWNER SPECIFIED CEMENT PARGING/STUCCO ON 1 EXPOSED AREAS OF FOUNDATION WALL 1 I OR NEW WI4 X 38 STEEL W SHAPE BEAM INSET I 0 EXIST FUEL OIL 7 NK 5/8" TH.TYPE X FIRE RATED GYP.51RD. ' :I 1 •' I CONtRO JOINT IN SLAB BELOW I p ---------E IST WA7E P N — = SEE OTHER DWG FOR END WALL AND LINTEL DETAILSON FLOOR JOISTS W/ ----------- R-19 FIBERGLASS INSUL � '� H � � q , I I ;:. I 6" X 16" P.G.PIER FOR u 0 o-� i•, I I GIRDER BEARING o ------------------- cz w a1 .: I I PROJECT FOOTING OUT 12" x I I z C• 04 CONTINUOUS HORIZONTAL REBAR AS SHOWN j j AROUND PIER(TYP.) INFILL EXISTING OPENING IN FOUNDATION = I �•/ `� PROVIDE ANCHORED 1/2" TH. WALL W/NEW 8" TH,P.C.OR CMU BLOCK `n •.•I. � I I STEEL BEARING PLATE ON " FOUNDATION WALL ANCHORED INTO 1 Q I X 1K I I GONG PIERS cO I EXISTING ADJACENT AGENT W/"4 REBARS m IS" N C�ARACE ,_- Via. •4 VERTICAL REBAR m 48" O.G. I `: I x SEE DETAILS I F `�. HOOK RETURN TOP AND BOT. C4 Q I 8" TH.POURED CONCRETE FOUNDATION WALL I I — I w • I+- - -- ---- p-$ ----- -----I I O �-+ `z 04 CONTINUOUS HORIZONTAL REBAR AS SHOWN y I \\ /�r— r- ---------�-- C/� r �1 I I ------�_-- �-8 ____——�--� ,,• tU -2�X $"TVTFLLISA13ARl{�RbR I — ELEC PANEL • ---------- -- ----------------------------- �\ -- ----------- ` i: REINF.P.C.APROK ,� t•: PRE MOLDED SLAB EDGE FILLER I _ --------------- J a PERIMETER d WATER S70P .'... . .. ---f��--��---------- '.• ..... • — / i y-�-- �- --r---------i— a NEW�-2 x 8 LVL FLUSH BAND HDR y------------------------------------- I 0. \ ___-- I GRADE LINE RE INF.P.G.APRON _ Ir ---------- a cl USE 5/5" DIA. ANCHOR BOLTS ID 16" O.G. �Al J" • I 2'_0" 9'-0" X l'-0" W, R.O. 2'-0" 2'-0" 9' 0" x 7' 0" H. R.D. 21-011 ATTACH NEW FOUNDATION WALLS TO EXIST G� O MAX 12" FROM CORNERS t FOUNDATION WALL W/ 16" L."4 STEEL REINF. 7 MIN. EMBEDMENT INTO CONCRETE � oi�la o e... 8" TH.POURED CONCRETE FOUNDATION WALL REBARS m 12" O.C.VERTICAL IMBEDDED FOUNDATION WALL puJ � - ., �j � � W • 1 � 13 0de13 -0olINTO EXIST.WALL 4 d NEW WALL 12 4" 7H,POURED CONCRETE SLOPED ';'I DAMP PROOFING ON 10" TH.P.G. FOUNDATION REBARS TO BE MIN,2"FROM EXTERIOR OF FLOOR SLAB REINF.W/6X6-W2.1 W2.1 I € WALL BELOW GRADE ALL NEW FOOTINGS AND PIERS TO BE \ �\ CONCRETE - FILL BAR HOLE IN EXISTING ON VIRGIN UNDISTURBED SOIL 1500 LB WJM ON 6 MIL. POLYETHYLENE — ;•� ^ _ 26 -0 \ \ WALL W/NON SHRINKING EPDXY GROUT PER SQ. FT. BEARING CAPACITY MINIMUM /0 s-�P VAPOR BARRIER ON Sr7% DENSITY WELL COMPACTED POROUS FILL tv I 4 - "5 REBAR CONTINUOUS IN FOOTING BOTTOM OF NEW FOOTINGS/PIERS SHALL 1: \ 6" BELOW FINISHED 16" H.X 32" W.CONTINUOUS POURED BE A MINIMUM OF 3 ��\ ' CONCRETE FOOTING W/2" X 4" KEYWAY • .• ul EXTERIOR GRADE T`�FIGAL WALL 5ECTICN- 0 N.TS. F 0 1 I `4 F L U .Q SCALE: 1/4" = 1'-0" U Z u Z w WD � z � QD Zo ® z r UL tu Z � QO O � L D UJG" 0 W NOUS DOOi� 5CNEDU1_E: ALL DOOR EXTERIOR AND INTERIOR FINISHES SHALL BE AS PER OWNER ALL HARDWARE 45 PER OWNER 400 SERIES WITH STRUCTURAL WOOD PANELS BY CONTRACTOR SEE NOTES THIS SHEET DOUBLE HATCHED AREA MIN. DESIGN PRESSURE RATING 30 PSF DENOTES NEW ROOF FRAMING PROVIDE OUTLOOKER ROOF DESIGNATION TYPE MANUFACTURER/P'IODEL SIZE / LEAF REMARKS RAFTERS A 16" O.G.WHERE I I JELD WEN OR EQUAL � �� (0,_a,, STYLE PER OWNER GABLE END OVERHANG IS I I SIDE HINGED 3 -0 W. X H. GREATER THAN 12" TIE TO MAIN R.R.W/24" L.20 GA. I EXIST. ROOF RAFTERS EXIST. ROOF RAFTERS D- SOLID CORE WOOD 51NGLE LEAF STRAPS i \\ SIDE HINGED JELD WEN OR EQUAL 2'-6" W. X 6'-S" N STYLE PER OWNER / \� \ / FRAMING OV ERLAY OVER EXISTING I Ci I 0 O 50LID CORE WOOD SINGLE LEAF N I W �' '� UNDERCUT 1" — -- — — —�"' '-- — --"� -- -- — — — --' ANDUNDERLAYME� OFEXISTINGj w POCKET DOOR JELD WEN OR EQUAL 2 -0 W. X 6 -8 H. DER \ „ ROOF AREAS TO REMAIN DOWN TO SOLID CORE WOOD SINGLE LEAF STYLE PER OWNER 2' I 2,1 BARE SHEATHING SIDE HINGED JELD WEN OR EQUAL 2'-0" W. X 6'-8" H. STYLE PER OWNER i `f SOLID CORE WOOD SINGLE LEAF UNDERCUT I" \ ' „ /„ / " I e W O I NEw z a m I o.C. EW x s, R�;6 I �I , \ SIDE HINGED JELD WEN OR EQUAL 3'-0" W. X 6'-8" H. STYLE PER OWNER �_-_ --__ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_?--- ———— ———— j z O TWO LEAVES I, I \ NEW GABLE E D 2" 4" OD g UD 16" O.C. TRIANGULAR KNEE WALL SOLID CORE WOOD u EXISTING ROOF TO REMAIN i U J WEN O EQUAL 2'-6" W. X 6'-S" H. STYLE PER OWNER I\ SIDE HINGED JELD E R o � ��,\ o ► O w SOLID CORE WOOD TWO LEAVES I I MIN. 20 MIN. FIRE RATED I I NEW �X 6 RR. 16 O. . \\ NEW 2 X 6 RR g 16 O.C. -.� 51DE HINGED JELD WEN OR EQUAL 3'_m" W. X 6'-8" H. N /�� I �� \ �`` - j z p d SELF CLOSING _ I o ��ry �� x I N E3 SOLID CORE WOOD SINGLE LEAF t , I � `� ��, N I '� z z OVERHEAD CLOPAY OR EQUAL 9'-m" W. X 1'-0" H INSULATED - 5TYLE BY 11' + 0 I w < MER - CEILING HUGGER I u, z 4�s �ti 50L ID CORE WOOD t ;� `o��,, �� + t I .q W to TRACK SYSTEM \ GARAGE DOOR OPENER I `� I \� q<<F� � EXISTING ROOF TO REMAIN j U SIDE HINGED JELD WEN OR EQUAL 3,_011 W. X (ol-all H. HOLLOW METAL FRA E \ Uj z I Q w SINGLE LEAF I / - I __\ _ __ _ "� EXIST. 2" X 8" RIDGE 5RD. cn X w HOLLOW METAL X - -- I W 2'1\X (0'PIP, O. UNP C14 \ I II Z w I\ \ SINGLE HATCHED AREA DENOTES NEW z I i ROOF FRAMING TO REPLACE EXISTING - REMOVE ROOF SHINGLES, WINDOW I I I ' NEW 2" 12" L RI E B ( \ NEW 2" 2" I UNDERLAYMENT5,SHEATHING,RAFTERS, WINDOW 5 C N E D U L E; u RAFTER OVERHANGS,RAKES,SOF5IT5, - I� / � % I COLLAR TIES,RIDGE BRDS.AND VALLEY I Q� OWN I i \ RAFTERS - gi EXISTING ROOF TO REMAIN00 ALL WINDOW EXTERIOR AND INTERIOR FINISHES SHALL BE AS PER ER HARDWARE A5 PER OWNER, PROVIDE SCREENS, LOW E GLA55 U = 28 SHGC = .30 I\ .O �� i EXISTING CEILING JOISTS TO REMAIN I l� ANDERSEN 400 SERIES WITH STRUCTURAL WOOD PANELS BY CONTRACTOR SEE NOTES THIS SHEET - I I\N W�." X 6" RR: 16" UN ER I r--� x MIN. DESIGN PRESSURE RATING 30 P5F SIGNATION MANUFACTURER MODEL / SIZE TYPE REMARKS DE W i W00 CWE24 DOUBLE ANDERSEN EMERGENCY EGRESS \ `�`r ` . o t = �v�w w ---- ---------- O l� 1 4'-a I/2 W. X 41-011 N. CASEMENT COMPLIANT ` I�\� \_ � \_ -------------- L----------------------------- H 00 x _2 ANDERSEN CW14 SINGLE I ,� \o O 2'-4 3/5" W. X 4'-0" H CASEMENT I = �� / �\ \ I z `� w I C14 SINGLE \/ \ "'' EXIST. " X 6" R.R. 16" O.C. EXIST. 2" X 6" RR m 16" O.C. _3 ANDERSEN CASEMENT 2 -0 1/S W. X 4 -0„ H. C„ I SINGLE EMERGENCY EGRESS i �+ / I I H N CWX145 I EXISTING RO X TO REMAIN ANDERSEN CASEMENT COMPLIANT SAFETY GLASS 2'-11 15/16” W. X 4'-4 13/16" H. ANDERSEN CTR3010 FIXED TRAN50M �I 1�V�EW 2 R " �' 16 0.C. 2 6 � I O.C. — —- -5 „ 41 2'-Il 15/16" W. X 1'-0" H. LINE OF EXTERIO BUILDING WALL BELOW DOUBLEL -- — — -- L--------------------- ---------------------� ANDERSEN C235 CASEMENT 4 -0 W. X 3'-4 13/16H. /N SINGLE EMERGENCY EGRESS ANDERSEN CW14 CASEMENT COMPLIANT EXISTING VIP PROVIDE OUTLOOKER ROOF ��G� �/cy0 2'-4 3/8" W. X 4'-0" H. RAFTERS 6 16" O.C.WHERE DOUBLE EMERGENCY EGRE55 GABLE END OVERHANG IS ANDERSEN CWE24 GREATER THAN 12" � s� Q�� 4'-S 1/2" W X 4'-0" H CASEMENT COMPLIANT EXISTING VIP TIE TO MAIN R.R.W/24" L.20 GA. zw N I O w �* L u STRAPS JR 0 0 F F L A SCALE: 1/4" = 1'-0" �si��07 ! 8301.2.1.2 PROTECTION OF OPENINGS. TABLE R301.2.1.2 EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND50RNE DEBRIS WIND50RNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d REGIONS SHALL BE PROTECTED FROM WIND50RNE DEBRIS.GLAZED N OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE FASTENER TYPE FASTENER SPACING Onches)a, b REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND ASTM z _ E1886 AS MODIFIED IN SECTION 3012.1.2.1. GARAGE DOOR GLAZEDV panelspan less than panel span greater than 4 feet and panel span greater than 6 feet and OPENING PROTECTION FOR WIND50RNE DEBRIS SHALL MEE1 THE — U Q or equal to 4 feet less than or equal to 6 feet less than or equal to 8 feet REQUIREMENTS OF AN APPROVED IMPACT-RESISTING 5TANCARD OR L AN6I/DA5MA 115, Z QLILI O Q No. S wood-screw-based anchor 16 10 8 EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT (j) with 2-inch embedment, length LESS THAN 1/16 INCH (11 MM) AND A SPAN OF NOT MORE THAN 8 FEET ® W Z W 12438 MM) SHALL BE PERMITTED FOR OPENING PROTECTION PANELS �— q Z No. 10 wood-screw-basedanchor 16 12 9 SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING with 2-inch embeciment;length THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. > Q z z J ZQ 16 PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE ,� O 1/4-inch lag-screw-basedanchor 16 16 METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE A with 2-inch embedment;length PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST 1HELU tL COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE O W WITH EITHER TABLE R301.2(2) OR ASCE 1, WITH THE PERMANENT _ I. a. This table is based on 180 mph ultimate design wind speeds, Vult, and a 45-foot mean roof height. CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED Z AND 0 2. b. Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall be located not less than I inch From the edge of the panel. ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN Q � 3. c. Anchors shal' penetrate through the exterior wall covering with an embedment length of not less than 2 inches into the building frame. Fasteners shall ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH Q 4 be located not; less than 2 1/2 inches From the edge of concrete block or concrete. A MEAN ROOF HEIGHT OF 45 FEET (13 128 MM) OR LESS WHERE THE panels attached to masonry or masonry/stucco/stucco shall be attached usin vibration-resistant anchors having an ultimate withdrawal capacity of not less ULTIMATE DESIGN WIND SPEED, VULT, IS 180 MPH (290 KPH) OR LESS ~ 4. d. Pa y y g than 1,500 pounds. q N DUKx" O N } w 26'-,a" NEW ADDITION RIDGE VENT LIGN HT. -u- lJ' I ll 'i_L1L1, I ..J1ll.'rill, 11 Bill-'�_ L: � '1ll''III�'r1 1' Il ,f L -! I i1' '1. II II' '_ NEW ROOF SHINGLES TO MATCH XISTING 2. E u I 1 � JLl 1 I l u J � u I I I I 4 Hil I 11 l L 1 L u ll 1' 1i 7ffc LID ISTI I 1 �- A VINYL SIpING AND � l NEW VERTICAL E FRIEZE BRDT MATCH EXISTING 'll JL 11 � L l I 1 1I—� 1_ � '.I I i.' 1 ;J !�l' �1� 1 J I ll J rJ II I il_ T ll I I' n I I I I MATCH EXISTING ALUM.CLAD WOOD I TIN FASICA BF.D AND EXISTING GUTTERS E XS G II V I I I W 1 I : AND LEADERS - - ~ 2"-V2'-m"* NEW 7 EX"OSURE VINYL SIDING 70 I —_ _ - -i J - — I1 EXI NGMATCH EXISTING NEW SHUTTERSAND PLANTER BOX TO 1!X1' NG - _ _ EXISTINGMATCH EXISTING I # a � � � aaa - — I - -- ---I - L -- Z MATCH EXISTING FIN.FIRST FLOOR - O Q 77 LIGHT STYLE BY OWNS EXTERIOR STUCCO FINISH ON NEW EXPOSEDEXISTING _ CONCRETE: FOUNDATION WALL /; EXISTIN�x\ fY NEW INSULATED OVERHEAD GARAGE — _ DOORS STYLE PER OWNER _ _ — W NEW REINFI,CONC.APRON Q W _ EXISTING GRADE -- \. �ZJ - I - —--— — — — — —EXISTING BASEMENT FLOOR SLAB ----------EX15TINGFORMERGARAGEFLOORSLAB - --------------------------------- -------------- (L CONCEALED FLASHING AT ROOF WALL Lu D I I CHIMNEY INTERSECTIONS,AND ALL VALLEYS U I I I (TYPICAL)UDN. w I I I I I I GABLE END RAFTER OVER HANGS OVER 12" SHALL BE LADDERED - NO I I L---- ------------------------------------------------j------------- "BOX OUT" RAKES OVER 12 '�I T III 5 T ) L E \/ � T ( 0 N I TEMP SHORE AND BRACE STRUCTURE AS 00 I � lid / �C I Iy REQUIRED DURING DEMOLITION AND � � SCALE:1/4"-P-m" CONSTRUCTION GABLE END RAKE 2'-Vit O PROJECTION TO ALIGN W/ O O EXSITING FASCIA211 NEW ADDITION N RIDGE VENT r LIGN Ht. �'H H 1 C'r'y I-I.J1:, -11 U 1I a NEW ROOF SHINGLES TO MATCH �{ H cn a I I 11 1 uu- 41I 4 f EXISTING 1 I' L S 4 - ll I I 1 r' I I i I I I I r ' RICL L SIDIL ' " I NEW ROOF OCTAGON SHAPED NEW SCREENED LOUVER VENT TO M ATCH T� AT�H EXI INC H N EXISTING - '� XISTIN MATCH E G ALUM.CLAD WOOD —__--- -- - - - -- - - -- - - --- FASICA BIRD EXISTING ING GUT7ERS Q -- AND LEADERS I 1 T - : I I 1 _� - I 1 �_ I - - T 1_ � 1 I I I I H� -- LTiTl I NEW'Ill EXP05URE VINYL SIDING TO MATCH EXISTING ill / XISTIN \\ ' / XISTIN \ / XISTIN \ ��EX INC: XISTtN XIST W U1 i i EXI ING _LL 1 - - — I - _ -- - E STIN L __ _ MATCH EXISTING FIN.FIRST FLOOR Ir - -------- --- Q i,q Q - - - IfX15TING W o cO STUCCO FINISH ON NEW EXP05ED CONCRETE FOUNDATION WALL EXISTING EXISTING �� MATCH EXISTING FIN GARAGE SLAB AVERAGE HT. EXISTING GRADE ------------ -----------------------------------------------------� -1 111 W z 5 T E L ECATION p J SCALE:1/4",P-0" O Z Z O U- Lu W C� Q z Q Q O U N DU1C-c°t LINE OF EXIST. ROOF BEYOND NEW VERTICAL VINYL SIDING AND LINE OF NEW ROOF BEYOND FRIEZE BRD TO MATCH EXISTING RIDGE VENT RIDGE VENT NEW ROOF SHINGLES TO MATCH u: ,I 1'1 al ll_ i11 1 NEW ROOF SHINGLES TO MATCH EXISTING a I � I I uiu_ a ,u, ,\ _ u1,�;,� u 1 � �� EXISTING O L I � II I 1 � � N - ND KE 2 0 t h J GABLE E RA I I� I �� I I NEW ROOF OCTAGON SHAPED � 'i u u I w-PROJECTION TO ALIGN W/ � I� � I --= I " ua , S CREENE D LOUVER VENT 70 MATCH EXISTING FASCIA EXI5TING I � 11 I MATCH EXISTING ALUM.CLAD WOOD MATCH EXISTING ALUM,CLAD WOOD FASICA BRD AND EXISTING GUTTERS ri,I - �� FASICA BIRD AND EXISTING GUTTERS AND LEADERS AND LEADERS �.I NEW 7" EXPOSURE VINYL SIDING 70 f I=� �'r�g / / , NEW 7 EXPOSURE VINYL SIDING TO MATCH EXISTING - f T-011 MATCH EXISTING \ I ' MATCH EXISTING FIN.FIRST FLOOR MATCH EXISTING FIN.FIRST FLOOR ------ - - - -- - - - - -- - -- - -- - - --I-F-L -- - '- - ` - ----------- IF ------------------- - - ---- STUCCO FINISH ON NEW EXPOSED I /------- - STUCCO FINISH ON NEW EXPOSED CONCRETE FOUNDATION WALL / \\ // \\ CONCRETE FOUNDATION WALL MATCH EXISTING FIN GARAGE 5LA5 1 W AVERAGE Ht. MATCH EXISTING FIN GARAGE SLAB z AVERAGE HT. O EX15TING GRADE F I I I I I I I I lL U O 111 j r EXISTING GRADE u- I-- CONCEALED FLASHING AT ROOF WALL YIq 0 —-- - —--—--— CHIMNEY INTERSECTIONS,AND ALL VALLEYS ---------------------�-------}-I--------- (TYPICAL)U.ON. I I I I j GABLE END RAFTER OVER HANGS LL W >_ OVER 12" SHALL BE LADDERED - NO I I I I I "BOX OUT" RAKES OVER 12" I I O W Z 1 I L— r_J L-1 r_J L--I J Z I � I I I I ►- -----------------------1----- ----� TEMP SHORE AND BRACE STRUCTURE A5 L----1---------------------------------------------------------------I-----� WZ REQUIRED DURING DEMOLITION AND CONSTRUCTION > I— 0- Q L E F TNO THS L VAT 1 ON L EFT � NORTH L E AT 1 ON � " � X = SCALE:U4".I'-0° � 1J1 � SCALE:1/4'- 1'-0" • 00 FLASH THRU ROOF FLASH THRU ROOF MULTIPLE-MEMBER CONNECTIONS FOR WALL STUDS 4" INCREASE 4" INCREASE U W �THRu ROOF �THRu ROOF 2-Ply Nailing Recommendations 4-Ply Nailing Recommendations _-------- •For 2x4, 13/4"x 5Y2', 2x6, 13/4"x 71/4", and 2x8: For 2x4: Nail each ply to the other with a minimum of two rows of O ° Minimum of two rows of 16d (0.131"x 31/") 16d (0.131"x 3Y4") pneumatic nails at 5"on-center. When L H I uratic nails at 10"on-center, staggered. connecting each ply, offset nail rows by 2"from the ply below. 1 c� pneumatic 9 P Y 3" VENT 3" VENT 3" VENT_ 1 I , U •Nail from one side. For 13/4"x 5Y2", 2x6 13/4'x 7Y4", and 2x8: w I I 2.. y I I 2.. y I I I 2.1y I I � ►—I „ M ° Nail each ply to the other with a minimum of three rows of I I I I I I ALL WASTE PIPING I 3-Ply Nailing Recommendations 16d (0.131"x 3'/4') pneumatic nails at 5" on-center. When I I I II MATERIAL TO BE •For 2x4: Minimum of two rows of 16d (0.131"x 3%4") connecting each ply, offset nail rows by 2"from the ply below. I I P%" V. 3'�VENT 3" V+ 11�,,- y I I P.Y.C.SCH 4m 3-1 VETT 11/," V. ° y,, V, I I I 11,2, y AND/OR CAST IRON I 1112" Y pneumatic nails at 8 on-center, staggered. or, 1 BATH I I BATH I I AS REQ'D.BY LOCAL I BATH I F—i N I Minimum of two rows of%2' diameter bolts spaced at 8" i LAV. I I LAV. i CODES I LAV. LAY. •For 13/4"x 5%2", 2x6, 13/4"x 7%4", and 2x8: Minimum of on-center. I I I I I I O three rows of 16d (0.131"x 3%4") pneumatic nails at 5" SH WER I .c. W.c I SHOW R FIN.FIRST FLOOR W.0 I SHOW R 1 � on-center, staggered. H --- --- --- ----------- -- -------- 2" D D 3" L.B. 3" L.B. 211 D 2" D 3" L.B. 2 D 211D •Nail from both sides. 2" D 2"D 2" D 3" SOIL 3" 501L C.O. ,r` �0 4" DRAIN CONNECT TO SCJ ALLOWABLE HOLES - Headers and Beams MAIN HOUSE DRAIN AND _ Q SANITARY SYSTEM 1.55E TimberStrande LSL Headers and Beams —__—__ BASEMENT SLAB_ y l largest hole(minimum) X07 Y3 }depth Allowed hole zone } I " I A T I A N I T A 0 INA E ETAIL o 0 0 0 1.55 E TimberStrand®LSL NO SCALE Header or Beam Maximum Round Depth Hole Size 9Y4"-9Y2" 3'. N 8" 8" 11Y4"-11 y8" 3%" `14 14"-16" 4%" General Notes See Illustration for allowed hole zone LLJ • Allowed hole zone suitable for headers and beams with O uniform and/or concentrated loads anywhere along the member. Multiple-Member Connections for Top-Loaded Beams _ U • Round holes only Fastener Installation Requirements J.J. • No holes in headers or beams in plank orientation. Piece #of Fastener Q O W Other Trus Joist® Headers and Beams Wdth Plies Type") Min.Length #Rows O.C.Spacing Location When fasteners are required on both fastenerssides,stagger 10d nails 3" 3(2) 12" side so they fall hafway between second Microllam® LVL W W 9 � W 1.3E TimberStrand® and Parallam®PSL 2 12d-16d nails 3 Y4" 2(2) One side fasteners on the first side. LSL hole zone hole zone 2 x diameter of the Y depthQ Z largest hole(minimum) Screws 3%"or 3Y" 2 24" DO NOT cut,notch or drill 10d nails 3" 3(2) O J holes In headers or beams (zl 12" Both sides Z Z exce t as Indicated in 3 12d-16d nails 3 Y" 2 f� � P iK- d 0 0 o Illustrations and tables. 13/4" Screws 33/"Or 3Y" 2 24" Both sides A 0 ° 0 5" One side ZI- Microllame LVL and Other Trus Joists Beams 10d nails(') 3" 3(2) One side < O � O Parallam®PSL Header or Beam Maximum Round 12" allowed hole zone Depth Hole Size 12d-16d One 3 Ya" 2(z) (per ply) }— ]� middle Y3 span 438" 1" 4 5"or 6" Both sides ZZ 5Y2" 13/4' Screws 2 24" O Multiple pieces can be nailed or bolted together to � d 1.3E TimberStrand® LSL allowed hole zone d ,y4"-20" 2. 6 3/" One side L6 form a header or beam of the required size,up to a Q 5"Or 6" Both Sides maximum width of 7 See illustration for Allowed Hole Zone Screws 6 3/4" 2 24" General Notes s3y2- 2 one side • Allowed hole zone suitable for headers and beams with uniform loads only. Y2"bolts 8" 2 24" - Q U • Round holes only (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOe • No holes In cantilevers. (2)An additional row of nails is required with depths of 14"or greater. • No holes in headers or beams in plank orientation. (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. 1]UJC SHEATHING BOUNDARY NAILING ' � O O a ° SEE TABLE R602.3(1) a - - ° v < 10d GO'AM }N NAILS AT 6 IN.CENTER T_ ° a Q g FROPI SHEATHING TO JOISTS W17H a a TENSION TIES ATTACHED. 4 - 04 BARS VERTICAL END OF ALL WALLS 1 - 05 BAR NO.3 STIRRUPS® LINTEL REBARS SHALL A { a VERTICAL REINFORCMENT `� - 4"O.C. EXTEND PAST EDGE OF - AT END WALL SEGMENTS OPENING MIN.14" AND EXTEND DOWN INTO N N HORIZONTAL OR BE DOWELED INTO I - 5 BAR + + TENISION TIE- SEE w TA13LE R608.9(3) (Y 4 43 MIL CONTINUOUS PLATE WITH d THE FOOTING BELOW ,� ° NAILING TO MATCH BOUNDARY FOR SPACING NAILING. SEETA13LE R602.3(1) a EINFO '_' CONCRETE --04 BARS HORIZONTAL 224 O.C. JOIST(I-JOIST DICT PEFih'ITfE i) o�o LINTEL [DETAIL I il'4'C?CiD 2 x 16 MINIMUM SILL PLATE c TYPICAL,3 x 6 WHERE REQUIRED I � � 4a - 11 GARAGE DOOR 5FAN / SIN_ MINIMUM, � BY TABLE R6[16.9(3) ---*4 BARS VERTICAL "O.C.oc. WITH'uVEC3 NON BEARING DUE TO LVL BAND HEADER ABOVE MATERIAL I REMOVED °lg IN.ANCHOR BOLT TYPICAL,51,IN_ w WH'LRE REQUIRED.SEE TABLE 8606.9, I FOR SIZE AND SPACING. p ° a SECTION # a <or� <1aaa 04 BARS VERTICAL 0 12" O.G.MIDDLE SECTION JOIST TVP_ _ 04 BARS HORIZONTAL 16" $„ + 4- + a1 O.C.MIDDLE SECTION 4 * 4 w t- OQ � O d O • • 1 - 04 BAR LINTEL REBARS SHALL ate` O -NO. STIRRUPS ® EXTEND PAST EDGE OF + + * O uUI d - 4" O.C. PENING MIN 24" TENSION TIE 4 IN. x 3 IN'. x 3 IN. ;c 43 Pl.IL. u- I I 1 - •4 BAR HORIZONTAL MINIMUM CUP ANGLE EACH FACE Q U a I A�dGHOR BOLT WITH WITH 6.1Od x 1'11 N_ COMMON 111'J�� 4 - 04 BARS VERTICAL /�x 3 M 3 STEEL 2 END OF ALL WALLS + +�'I N. cn . FAILS ON 4'ERTICAL AND HORIZONTAL LEGS PLATE WASHER Z L" �_3 tL d VERTICAL REINFORCMENT O Z Z AT END WALL SEGMENTS REINFORCED CONCRETE TENSION TIE LRFD CAPACITY 1280 Lf3_ TO EXTEND DOWN INTO ' . • ° OR BE DOWELED INTO FOR BATH ANGLES (640 LB PER ANGLE) 1 • • -v - .' ' THE FOOTING BELOW LINTEL DETAIL EQ UAL Z ° a p O 4 p A . REAR BOOR 5FAN 31 - 411 + (D 2'-0" 9'-(D" N.t.S. 2'-0" le 2'-m" 9'-(d" N.t.S. 2'-m" U w � LXIt � DETAIL A-PLAN VIE`w'4r + + " + END OF 5OL 11D CONCRETE WALL 5EeM NT DETAIL • SCALE: I"z 1'-0" 00 SEE FIWRES R608.ep). DETAIL NOTES: CONTINUOUSBAR ASREQUIRED 1 .8(3)AND :8(4) .�� k „� 90 DEG HOOK � 80 DEG HOOK �--� BY SECTION R608-6.25•HALLBE I I�J:Iit.itTTED Tl?BE USED AS LIPLINTELf` 1. 5/8" DIA. ANCHOR 5OLT SPACING - 16" O.C. AND 4" X 4" X 3" X 43 MIL. TENSION TIE CLIP ANGLE SPACING 48" O.C. r - REINFOR'vME#,I V%fERELOCATED TO'PAND BOTTOM lr de � v w AS SH�OINN IN FIGURES I C8.8(2) �CevTER DIISTANM LINTEL RE114FORCERkTIw1T �LLij d6 � E z '' O NOT REO(AIRINa't3 AS REQUIRED-.SSE �>w o 4 d BEND 12 d6 2. 43 MIL CONTINUOUS HORIZONTAL PLATE SILL TO SAND HEADER RIM 5RD 6d COMMON NAIL '� �" O.C. R608.8(3)APzI R6Lti8.8 d O 1 N � � � � FLAT AND►r"1a'�"FLE-+"'.'F�b- �"T1F•�f�F�3 SEC'C1�1 FtE�B.$.2 t1.1 L3 � c� EXTENSION r 8 9N_P�'.IN.SCREEN-CRM- 1-._ 6 dF B END DIAMETER 12 IN_WIN. � cr,i� 0� DIAMETER � 3. 0) 2" X (o" SILL PLATE REQUIRED I--I � � 0�m z4' c� TOO Of �. Z .�.� SHEATHING BOUNDARY NAILING.SEE TA131-E RC,02.3(1) WALL STORY135 DFIC 1400K _-�-- . -. -� ._ ^� 7 w r TENSION TIE_54 MIL x 2 IN.x 6 FT-4 LENGTH MINIMUM GRADE I ILL ttlE f 50 STRAP CONTINUOUS UNDER OR ON TOP OF FLOOR SHEATHING. 1 __=I_'• �-^� _ Ila W ICPa t CL Jl 180 DEG HOOK r ATTACH STRAP TO FIRST T%VO BLOCKS WITH 12-• 13d COMMON h.�,ILS. d" 10d COMMON NAILS AT 6 IN. ON CENTER FOR BALANCE SOF STRAP. UJ 6 d,,BEND +� CNAKIETER W LLj L�1 10 A DMIETER by 2�FULL DEPTH BLOCKING,TWO BAYS MINIMUM AT EACH TENSION TIE_ ` 2 d IN.,9lfT NOT PROVIDE 43 MIL MIN INIUM CLIP ANGLE EACH END WITH NOT LESS THAN i d 4A ®r ` Odd rs� G► is , a • o " °�o $ "c4p ca 0 rr v LESS THAN 4 d.EXTENS,IO' 4-10d C01,tt TON#NAILS EACH LEG. I a w+ a �, e. + . z, �. HOOKS FOR STIRRUPS IN UNTELE r :•� a SIDE COVER HOOKS FOR REINFORCEMENT IN � as '� FOR". 9W AND WALL'S AND FOUNDATIONS I - ,° ep sp Z EO° HOOK � '�- _� �.+,....''.+...• .r..:+-w+:............,, -' .r.,'�...•'r:.• QCT / a . 43 MIL �� .. 1 ff "''• SECTION A-A � 45 ¢� �� , CON'TINUOU'S ; m1 . -; Ste• �. LcO�Va=R Olw! EAR A + + -� I S£CTE[IN RfitS .B. ' ' . w.�p"a } �-m w o +� as CONCRETE- �4'� +� -1- ar�, �l3�, as � •s � PL.A.TE WITH � � � + �1 .<<GC' ��O = EXTE"SION FOR! 1400 �co � � ��. � .� �45, � � ��, � � �� • � NAILING To � JOIST FUNNING .111 �� I I (: �Ic tzElNFot Er.IErt> MATCH v a o -�+ qb a b ' �'° cr o m �' �' 'IPI!• R E , �,�'C PARALLEL TO ti'I o •.AS KhUUIREb . :.f t ' �' a.a a er �_* c �� r BOUNDARY a • a o � Q per• o a '- NAILING.SEES/, d • .. • t X48@ tt:T31=D -�- -� 7 ca a�',° •eQ, a ,+� ,� ,� TABLE R5@2.3(i �' - - 54 MIL 2 IN.GRADE 50 STRAP,WITH WALL REli1F49RCEh�EFJ'I .o ,,, Hca,. *1 c' lea.. +s +rs fes.. 4s .� i . � 4,p � � ''a-1D�!COttfild{]N NAILS EACH END _ra AS REMIRED �¢ � KI TENSION TIE-SEE r VERTICAL REINF47P.CEP�EAIT BE5ICTE OPENk*J€I. GAP SH1'aLL 1�'OT Edi CCEa _ TABLE'I:t606-9(4)FOR SPACING s/ �0 * LENGTH t fQIJIRED TO 'SEE SECTION 8608.8.1.2 � '' �� '�� a a''a� ��a� a �'�'a °'�+� i carp � a o R• �'��o , THE f.,�LlCF+j OF �� DEIIELCYI'BAR IN TENSION- �' L,fi LE,hlf�'�H AMD 6 F+F- ►� r WOOD 2 B MINIMUM SILL PLATE TYPICAL SEE SECTION M08-8.1.1 ab -am '° - � ) '� � � 81N.MINIMUM 3 x 6'U'lHIERE REQUIRED BY R�8-9 4 ELEVATION OF WALL � '� �,� �• � �� °' ,,a � � o 4T � � sm�-''•--�'a WITH 4'�'EB ALL REINFORCING BAR SPLICE LENGTHS SHALL BE AS FOLLOWS: �+a '� 4ia "° + $" "" �' MATERIAL c2a II o#m 0 ,m ,�-Rs r & a** r "�a � a w #S REMOVED BAR DIAMETER: •4 5 X96 •1 •8 "9 t' a'a p ,o. a a °�` a a 'q cr al 1� REINFORCEMENT SPLICE LENGTH: I6" 20" 25" 34" 45" 51" a 1°`'�'rs as �++ ffa 6�Q i �� 'ate a a°a 'a �"� '�'REQUIRE I'J _ _ -�. N.ANCHOR BULT TYPICAL.°!a 1t+7_WHERE REQUIRED. SEETAB L.E R608.9(4)FOR SIZE ARID SPACING_ PROVIDE CORNER BARS At ALL WALL INTERSECTIONS AND CORNER MIN.LAPPING/SPLICING LENGHTH SHALL EQUAL 46 X BAR DIAMETER REINFORCING BARS SHALL BE GRADE 60 .... SECTION y cV LA-P SFL9 L1?IGTI^I� ___ d JOIST � v Q ALL BARS SHALL SECURELY HELD IN PROPER POSITION WHILE PLACING CONC. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO ENSURE THAT NO DISPLACEMENT OCCURS. - - JOIST S�T�hOL E RSIc9.5.�i(1� -- °� Z MIN.CONCRETE COVER OF REINFORCEMENT SHALL BE AS FOLLOWS: W I.FOOTINGS AND OTHER PRINCIPAL STRUGTiURAL MEMBERS CAST AGAINST GROUND 3". NOTE' NCO CONTACT VII II�T� BLUING jf j Q 0 AFT OVAL OF FORMS EXPOSED TO WEATHER,SHALL BE 2"FOR BARS LARGER THAN"5,AND 1-1/2"FOR 5 OR SMALLER * TYP 2.CONCRETE ER REM EACH H Ita t:ad!`�ITTA�T 1lr ITI.9 I � � WA a NOT EXPOSED TO GROUND OR WEATHER SHALL BE 1-1/2"MIN. 'GH CT}1 4 - D 0 3.SLABS AND LL THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS,COOPERATE WITH OTHER TRADES,AND PROVIDE ALL WORK REQUIRED FOR AS COMPLETE Z z + , �"+ 4. + t I - I FLAT flR d Z ALL CONCRETE WORK SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS CHAPTER 6 AND "PCA-100 PRESCRIPTIVE DESIGN OF EXTERIOR CONCRETE WALLS FOR ONE AND TWO FAMILY DWELLINGS. FULLTH DEP Q REINFORCEMENT INSTALLATION DETAILS 15.1 SUPPORT AND COVER REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONCRETE PLACEMENT OPERATION STEEL REINFORCEMENT IN CONCRETE CAST AGAINST THE EARTH SHALL HAVE A - 4 IN 4 AT STRAP � Z Z J MINIMUM COVER OF 3 IN.(15 MM).MINI -MUM COVER FOR REINFORCEMENT IN CONCRETE CAST IN REMOVABLE FORMS THAT WILL BE EXPOSED TO THE EARTH OR WEATHER SHALL BE 11/2 IN.(38 MM)FOR N0.5 BARS AND SMALLER AND 2 IN.l50 MM)FOR NO.b BARS AND LARGER FOR CONCRETE CAST IN REMOV - ABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WEATHER AND FOR CONCRETE CAST IN STAY-IN-PLACE FORMS,MINIMUM COVER SHALL BE 3/4-INCH(19 MM).THE MINUS TOLERANCE FOR COVER SHALL NOT EXCEED THE SMALLER OF ONE-THIRD THE REQUIRED COVER AND 3/8-INCH(10 MM). LAP SPLICES VERTICAL AND HORIZONTAL WALL REINFORCEMENT SHALL BE THE LONGEST LENGTHS PRACTICAL.WHERE SPLICES ARE NECESSARY IN REINFORCEMENT,THE LENGTH OF LAP SPLICE SHALL BE IN ACCORDANCE WITH TABLE 22 AND FIGURE 2.4.THE MAXIMUM GAP BETWEEN NOIICONTACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE TENSION TIE_4 1N.x 3 IN.x 3 IN. ■ 43 MIL MINIMUM CUP ANGLE � � � 0 w SMALLER OF ONE-FIFTH THE REQUIRED LAP LENGTH AND 6 INCHES(150 MM).SEE FIGURE 2.4. BOTH SIDES OF BLOC@CINC",Ya�ITFI 6-10d i" IN. COMMON RAILS }- J J� O DETAIL -PL141w1 VIS ON HORIZONTAL AND VERTICAL LEG.TENSION TIE LRFD CAPACITY WALL REINFORCEMENT FOR WIND VERTICAL WALL REINFORCEMENT - SHALL BE A VERTICAL BAR AT ALL CORNERS OF EXTERIOR WALLS.UNLESS MORE REINFORCEMENT IS REQUIRED BY SECTION 4.13 OR 5.22.1,THE MINIMUM HORIZONTAL REINFORCEMENT SHALL BE FOUR NO.4 BARS(GRADE 40(280 MPA))PLACED AS FOLLOWS: TOP BAR WITHIN 12 INCHES(305 MM)OF 1280LI3 FOR GOTH ANGLES,X640 LB PER ANGLE-----� � Q � z THE TOP OF THE WALL,BOTTOM BAR WITHIN 12 INCHES(305 MM)OF THE FINISH FLOOR AND ONE BAR EACH AT APPROXIMATELY ONE-THIRD AND TWO-THIRDS OF THE WALL HEIGHT N STANDARD HOOK - �. .,- __ �' ANCHOR BOLT Y�JIT'H V.�3 x 3 � Q TERMINATION OF REINFORCEMENT WHERE INDICATED IN ITEMS 1 THROUGH 4 BELOW,VERTICAL WALL REINFORCEMENT IN THE TOP-MOST STORY WITH CONCRETE WALLS SHALL BE TERMINATED WITH A 90-DEGREE D RD STEEL PLATE WA,S14ER 1. IN LOAD BEARING WALLS OR PORTIONS THEREOF SUPPORTING ROOF FRAMING MEMBERS WHERE THE FACTORED ROOF UPLIFT FORGE IN ACCORDANCE WITH CODES IF GREATER THAN 100 PLF 114b0 IW/h1) EOtIAl ~ 2. TICAL BARS ADJACENT TO DOOR AND WINDOW OPENINGS ARE REQUIRED °- d VER 3.VERTICAL BARS AT THE ENDS OF REQUIRED SOLID WALL SEGMENTS. 4. INTERMEDIATE VERTICAL BARS(OTHER THAN END BARS - (SEE ITEM 3)IN REQUIRED SOLID WALL SEGMENTS WHERE THE ADJUSTMENT FACTOR F, IS BASED ON THE WALL HAVING HORIZONTAL SHEAR REINFORCEMENT. THE BAR EXTENSION OF THE HOOK SHALL BE ORIENTED PARALLEL TO THE HORIZONTAL WALL REINFORCEMENT AND BE WITHIN 4 INCHES 1102 MM)OF THE TOP OF THE WALL. WALL THE A AND LAP-SPLICING IT WITH THE BAR N THE OTHER WALL EXCEPTION: IN LIEU OF BENDING HORIZONTAL REINFORCEMENT AT CORNERS,SEPARATE BENT REINFORCING EARS SHALL BE PERMITTED PROVIDED THAT THE BENT BAR IS LN CATEGORY IFNI HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AROUND THE BUILDING CORNERS BY BENDING ONE OF E B RS WITH THE HORIZONTAL REINFORCEMENT IN BOTH WALLS.WHERE INDICATED IN ITEMS I AND 2 BELOW,HORIZONTAL WALL REINFORCEMENT SHALL BE TERMINATED WITH A STANDARD HOOK OR IN A LAPSPLICE,EXCEPT AT CORNERS WHERE THE REINFORCEMENT SHALL BE CONTINUOUS AS REQUIRED ABOVE.1. IN ALL BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY A OR B,AND IN DETACHED ONE- AND WO-FAMILY DWELLINGS ASSIGNED TO SEISMIC DESIGN CATEGORY C IN REQUIRED SOLID WALL SEGMENTS WHERE THE ADJUSTMENT FACTOR F, IS BASED ON THE WALL HAVING HORIZONTAL SHEAR REINFORCEMENT. 2. IN MULTIPLE DWELLINGS ASSIGNED TO SEISMIC DESIGN CATEGORY C AND FOR ALL BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY 1:0,DI OR D2.LOCATION OF REINFORCEMENT IN WALL EXCEPT FOR VERTICAL REINFORCEMENT AT THE ENDS OF REQUIRED SOLID WALL SEGMENTS WHICH SHALL BE LOCATED PER DETAILS N.T.S, THE LOCATION OF THE VERTICAL REINFORCEMENT SHALL NOT VARY FROM THE CENTER OF THE WALL BY MORE THAN THE GREATER OF IM. OF THE WALL THICKNESS AND 3/8-INCH(10 MM).HORIZONTAL AND VERTICAL REINFORCEMENT SHALL BE LOCATED TO PROVIDE NOT LESS THAN THE IINIMUM COVER REQUIRED LOCATION OF REINFORCEMENT IN WALL EXCEPT FOR VERTICAL REINFORCEMENT AT THE ENDS OF REQUIRED SOLID WALL SEGMENTS WHICH SHALL BE LOCATED AS REQUIRED BY SECTION 5222,THE LOCATION OF THE VERTICAL REINFORCEMENT SHALL NOT VARY FROM THE CENTER OF THE WALL BY MORE THAN THE GREATER OF IM6 OF THE WALL THICKNESS AND 3/8-INCH(10 MM). NEW RIDGE VENT NEW 2"X 12" LVL RIDGE BOARD MATCH HT OF EXISTING ROOF NEW ROOF RAFTERS - SEE DETAILS FOR STRAPPING AND CONNECTORSp NEW 2"X 8" ROOF RAFTER OUTLOOKERS 16" N } O.C.AT GABLE RAKES LONGER THAN 12" ul NEW ALUM.CLAD WOOD FASCIA TO 77 - ------ MATCH EXISTING i NEW 2" X 4" COLLAR TIES e " RD OF ATTIC i' i0"i \ 0 0 16"O G.UPPER THI NEW STRUCTURAL VALLEY BEAM BEYOND NEW VENTED ATTIC -, �' _\ XIST.VEN TTI Imo_, NEW R-38 F15ERGLA55 BAT INSULATION - - T+ p N REMOVE PORTION OF EXISTING EXTERIOR NEW VINYL SOFFIT BRD. W/SCREENED Q `T TYP. INTERIOR WALL: WALL - PROVIDE NEW 2-2" X 6" LVL FLUSH VENTS TO MATCH EXISTING 0- w Q 2" X 4" WOOD STUDS o 16" O.G. I HDR ABOVE'OPENING +- z w ONE LAYER 1/2'GYP.BRD EACH SIDE 4 NEW(2)2"X 4"BEARING PLATEI p Q - NEW HALL NEW HALL EXIST. HALL a a a a NEW EXTERIOR WALL -5EE DETAILI' O w NEW CL. NEW CL, li II II � w SEE CONNECTION,BLOCKING AND - - _- - --- --- --- -- -- -- ---- -- -- -- - -- -- O Q STRAPPING DETAILS -' - SNE. - 1 Z Z wv x . NEW R-19 FIBERGLASS BAT INSULATION r 4 t- I I LAYER 5/8" F.R.GYP.BRD REMOVE EXISTING GARAGE DOORS, I• ENTIRE GARAGE CEILING FRAMES,OPENING HARDWARE AND LL �- NEW REINF.P.C.FOUNDATION WALL ON j �� NEW TWO CAR GARAGE BLOCKING - INFILL EXISTING OPENING IN UNFINISHED BASEMENT AREA � u REINF.P.C.FOOTING - SEE DETAIL r FOUNDATION WALL W/NEW 8" TH.POURED NEW INSET GIRDER - SEE PLAN CONCRETE FOUNDATION WALL ANCHORED FORMER TWO CAR GARAGE INTO EXISTING ADJACENT W/"4 REBAR5 e d -q EXPANSION JOINT AT PERIMETER TYP. � p .Q t. 18" O.G.BOTH VERTICAL AND HORIZONTAL - Z w D I . MIN. IMBEDMENT 4" INTO EXISTING FILL BAR LL O Z 4 EXIST. GRADE SLOPE AWAY FROM t° NOEL W/NON SHRINK GROUT w DWELLING I Z U – -- -------- ---- -. O — z I f- I -q LLI Z EXISTING P.C.FOUNDATION WALL ON O Q ZNEW REINF CONC SLAB - SLOPE TO P.G.FOOTING > }- M GARAGE DOOR OPENING - SEE PLAN Q w MATCH AVERAGE HT OF EXISTING FOWER N w N e xis_ GARAGE SLAB �- Lu +r- MIN,2000 P5F VIRGIN SOIL V.I.F. 5 T 10 N S G A L E: 1/4" = 1'-0" • O 00 U � o w � Oo H U NEW RIDGE VENT �--� — NEW 2" X 12" LVL RIDGE BOARD MATCH O STRUCTURAL VALLEY BEAM BEYOND HT OF EXISTING ROOF 12 -- - - ---- NEW 2" X 4" COLLAR TIES m IV Ll 11 11 111 11 .41 4f O.C.UPPER THIRD OF ATTIC NEW R-38 FIBERGLASS BATT INSULATION 0 0 � EW ROOF RAFTERS - SEE DETAILS FOR STRAPPING AND CONNECTORS / J NEWNTED ATTIC EW R-38 FIBERGLASS BATT INSULATION op � O 0 k X NEW CEILING 001ST X x. X , �Vd NEW 6" ALUM.GUTTER ON ALUM.CLAD Q co - 4 _ WOOD FASCIA TO MATCH EXISTING w - art'' �� N Lu p d o Q Q U 2 0"+ NEW VINYL SOFFIT BRD. W/SCREENED VENTS �s C - -� cn TO MATCH EXISTING Q w d A .. N /E IST. ~ z " NEW(2)2" X 4" BEARING * J z PLATE Q N NEW BED ROOM NEUJ GL. NEW 5E1) ROOM NEW EXTERIOR WALL -SEE DETAIL w _31/2" TH.R-15 FIBER BATTS WITH MIN.R-3.3 ~ RIGID INSULATION UNDER VINYL SIDING EW R-19 FIBERGLASS BAT INSULATION N SEE CONNECTION,BLOCKING AND - E FLTS _ ) jvuElt) L4c�1 'JQdST STRAPPING DETAILS ^, � 5 L �E11aC7RQ�S x --- STRUCTURAL BAND HEADER OVER GARAGE 7F, UH DOOR OPENINGS - SEE PLAN 'I REINF.CONC.LINTEL ABOVE GARAGEO (Y- t f DOOR OPENINGS ° 2" X CONT.SOLID WOOD BLOCKING I° nnQ,, Z LU ' UNDER BEARING WALL ABOVE al NEW REINF.P.C.FOUNDATION WALL ON LK Q O 'I I LAYER 5/8" F.R.GYP.BRD I REINF.P.C.FOOTING - SEE DETAIL w - Q • ENTIRE GARAGE CEILING �. }- (� j° NEW INSET GIRDER - SEE PLAN I. -� w W D F.R.DRYWALL COVERING I . [� Z W 1° EXIST. GRADE SLOPE AWAY FROM Z �. NEW TWO CAR GARAGEI. DWELLING 4ZZ Z � 1 O y t REINF.CONCRETE APRON NEW REINF CONC SLAB - SLOPE TO a O Q I. GARAGE DOOR OPENING -SEE PLAN I. tu MATCH AVERAGE HT OF EXISTING FORMER VO GARAGE SLAB = Q_ � MIN. 1500 PSF VIRGIN SOIL V.I.F.5 15 5 E T I N J S C A L E: 1/4" 1'-0" , _ N D UJCx# s MINIMUM UNIFORMLY TABLE 3.1 CONCRETE NAILING SCHEDULE FOR EXPOSURE B A. General: DISTUBUTED LIVE LOADS 1. The concrete properties shall be as follows: See notes (IN POUNDS PER SQUARE FOOT) TNUMBER AI NUMBER OF NAIL SPACING 2. Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS BOX NAILS 3. All reinforcement, anchor bolts, pipe sleeves and other Insertsshallbe positively secured in place and located according to the appropriate architectural drawings and details USE LIVE LOAD B. Reinforcing Steel: 10 ROOF FRAMING 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM ilk 615. Welded wire fabric shall conform to ASTM A-185 See architectural drawings for sizes and locations. UNINHABITABLE ATTICS WITHOUT STORAGE2. Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-315 Standard Practice for Detailing Reinforced Concrete Structures LINip A817ABLE ATTICS WITH LIMITED STORAGE 20 PER RAFTER RAFTER 70 TOP PLATE(EOE NAILED)CABLE 3.4A+Ib"O.C. y_ 3. All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches clear from outer face of element. 4. The contractor shall notify the building official at least forty-eight Z PER J015T (48 hours prior to each concrete p g g g g prior to placement of concrete. No concrete shall be placed until O HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS CEILING JOIST 70 TOP PLATE(TOE-NAILED)TABLE 3.4A+b"O.C. - all reinforcinhas been installed by Pthe contractorand inspected b thepbu din official Nor county approved licensed inspectors 5hMinimume protective cover for reinforce steel shall be as follows: EXTERIOR BALCONIES AND DECKS 40 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)TABLE 3.9A+Ib"O.C. b-I6d b-40d EACH LAP 9 P Y 9 Y PP P P g � a. Footings: 3" � FIRE ESCAPES CEILING JOIST LAPS OVER PARTITION(FACE-NAILED)TABLE 3.9A+Ib"O.C. 6-I6d 6-40d EACH LAP b. Beams and columns: 2" } GUARDS AND HANDRAILS(200 LB.LOAD AT ANY DIFECTION AT TOP) 200 c. Slab: 3/4' (Wire mesh to be placed of mid-depth of slab) 50 d.TIE 70 RAFTER(FACE-NAILED)TABLE 3b 2-I0d 2-i6d PER TIE d. Walls - 1 1/4' at interior face: 3' at exterior face. GUARD INFILL COMPONENTS(50 LB.HORIZONTAL LOAD IN 1 SQ FT OF AREA) 50 BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-1001 EACH END C. Foundation: PA55EN6ER VEHICLE 6AFAl RIM 130ARD TO RAFTER(END-NAILED) 2-Ibd 3-I6d EACH END 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0" into original undisturbed soil and a minimum of 3'-0" below finished grade. Where required, step footings to 40 ratio of 2 horizontal to 1 vertical. 50 ROOMS OTHER THAN SLEEPING ROOMS 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed b the Architect. 5LEEPIN5 ROOMS WALL FRAMING oP q 9 9 9 Y 3. All footing excavations shall be inspected by the building official or county approved inspector prior to the placing of any concrete. Some shall be given forty-eight (48) hours notice for this observation. STAIRS 40 N TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I6d I 2-Ill I PER FOOT 4. Sod investigation and report: All earth work, compaction and supervisions shall be done according to the recommendations of the soil investigation report prepared by o licensed geotechnical engineer. Concrete l9 slab and footing calculations are based on a 1,000 psf value. If on-site test boring indicate lesser values, notify Architect, in writing, so that necessary structural modifications can be made. Z TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I65d 5-I6d JOINTS-EACH SIDE 5. Slab-on-grade shall be 4' thick reinforced with 6 x 6 W1.4 x W1.4 WWF U.O.N. and shall be placed on 6 mil. vapor barrier on 4" crushed stone. U.O.N. TABLE R301.2(1) J STUD TO STUD(PAGE-NAILED) 2-I6d 2-I6d 24"O.G. 6. Slab-on-grade at porches shall be 4" thick unless otherwise noted. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA lU 7. Install anchor / straps as per mfg. recommendations: 12" from comers and intervals of not more that V-6". Minimum embedment for anchors shall be as specified b manufacturer. HEADER TO HEADER(FACE-NAILED) Ibd I6d 16'oz.ALONG ED6E5 P Y SUBJECT TO DAMAGE FROM � 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface for all beams. WIND SEISMIC WINTER ICE SHIELD AIR MEAN TOP PLATE OR BOTTOM PLATE TO 5TUD(END-NAILED) 2-16d 2-40d PER 2"x 4"STUD STRUCTURAL STEEL GROUND FLOOD Q SNOW TOPOGRAPHIC SPECIAL WIND WIND BORNE DESIGN FROST LIN DESIGN UNDERLAY-MENT HAZARDS FREEZING ANNUAL " 1. All steel to be A-36 fabricated and erected per ASCI standards LOAD SPEED(MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP } TABLE 3.5A 3-40d � 3-I6d PER 2 x 6 STUD wn 4-40d PER 2"x 8'STUD A. Lumber Grade: 20 psf EX'05UFa£B No YES B SEVERE 3 FEET HE 15.1 REQUIR7J NO 5qq 51°F 4-I6d 1. All lumber shall be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum structural values. Grading shall comply with PS 20-70 " Association standards. American Softwood Lumber IJJ TABLE R402,2 ILBOTTOMPLATE TO FLOOR JOIST,BANDJO15T,ENDJO15T OR BLOGKIN5 2-I6d 1;2 2-16d 2-I6d I$ PER FOOT Standard" and applicable WestWood Products ~ ' 4 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 13 (FAGS-NAILED) a. min. Extreme fiber bending stress: min. 1000 psi (] b. min. Modulus of elasticity. E = 1,400,000 PSI MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'cp 1..- FLOOR FRAMING c. Moisture content: 19 %maximum. # a a a a d. min. Horizontal Shear. Fv - 75 PSI TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL n w JOIST TO 5111,TOP PLATE OR 61RDElR(TOE-NAILED) 4-8d 4-10d PER JOIST e. Compression perpendicular to grain: FcL = 405 PSI NEGLIGIBLE MODERATE SEVERE W2_ 2-10d FJ1GH END f. Compression parallel to grain: Fc = 875 PSI Z BRIDGING TO J015T(TOE-NAILED) 2. Other species may be used provided substituted species shall meet or exceed requirements noted above. 3. Moisture content: All lumber 4' and deeper shall hove moisture content not greater than 19 X air dried Q/ BASEMENT WALLS,FOUNEPATION5 AND OTHER CONCRETE NOT 2,500 2,500 2-8d 2-10d EACH END lumber is desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a minimum amount of checking, comparable with air dried stock. 4. All exterior lumber Ll! W 2,500` BLOCKING TO J015T(TOE-NAIIJ�) y y N 9 p g g, p EXPOSED TO THE WEATHER O BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-I6d 4-I6d EACH BLOCK and lumber in contact with masonry or concrete shall be pressure preservative treated in accordance with AFdkPA standards and stamped "Ground Contact 0.40 lbs/cubic foot". 5. Grade stamps shall appear on all ZO lumber. 6. Store all lumber above grade and protect from exposure to weather BASEMENT SLABS AND INTERIOR 5l A85 ON GRADE,EXCEPT 2,500 2,500 2,500` LEDGER STRIP TO BEAM(FACE-NAILED) 3-I6d 4-I6d EACH J015T B. Flitch Beams. >- 6ARA6E FLOOR 5LAB5 -J 1. Flitch beams shall have a minimum fb = 24000, with 1 2' bolts located not closer than 2" from the to and bottom edge unless otherwise noted. There shall be a bolt to and bottom 2" from each end see Q J015T ON L.E06ER TO BEAM(TOE-NAILED) 3-8d 3-10d PER J015T / P 9 p ( Q typical flitch plate bolt pattern detail). BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND 200 3p0o° 3A00° Z BAND J015T TO J015T(END-NAILED) 3-I6d 4-Ibd PER J015T C. Joist Hangers: V OTHER VERTICAL CONCRETE WORK EXPOSED TO HEATHER I I 1. All purlins, joists and beams not framed over supporting members shall be supported O LUL.I BAND JOIST TO SILL OR TOP PLATVTOE-NAILED) 2-Ibd 3-I6d PER FOOT � PORGIES,CARPORT SLABS AND STEPS EXPOSED TO THE 2,500 3,00040) 300► � 2. Joist hangers shall be prime quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable shall be Simpson, Kant-Sag, or equivalent. Z ROOFSHEATHING Preservative Treated Wood WEATHER AND GARAGE FLOOR SLABS All wood exposed to exterior and adjoining any concrete shall be preservative treated with "Preserve" alkaline copper quaternary(ACQ) based preservative or architect approved equal ts in od A.SE T DAYS O11. F- WOOD STRUCTURAL PANELS TABLE 3.10 rAFTERS+16"O.C. 8d 10d b"EDGE/12'FIELD D Alllbolts npwoodptamin shall be standard machine bolts with standard malleable iron washers or steel late washers. B.SEE TABLE R3012(U FOR WEA1T{�IN6 POTENTIAL G.CONCRETE IN Tw:5E LOCATIONS THAT MAY BE 51,6 ECT TO FREEZN6 AND THAWIN6 DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR GONTENr(PERCENT BY VOLUME OF CONGRETP)SHALL NOT BE LE55 TW 5 PERCENT OR MORE THAN l PERCENT. DIAGONAL BOARD SHEATHING 2. Steel plate washer sizes shall be as follows- E). E.SEE SECTION R4022 FOR HIM14H GEMENT CONTENT. � . " 5/8* z � � F.FOR GARAGE FLOORS WITH A 5ATEEL TRONaM FINISH,RMUCTION OF THE THE TOTAL AIR CONTENT(PERCENr BY VOLUME OF CONCRETE)TO NOT BE LE56 THAN 3 PERCENT 15 P9RMITTE37 IF TEE SPECIFIED I x6"or I x8' 2-Sol 2-10d PER SUPPORT a. 1/4 and alt Diam. bolts - 2-16". sq. x 5/16" b. 3/4" Dia. bolts-2-5/8" sq. x 5/16". COMPRE55NE 9TREN6TH of THE CONCRETE 15 INCIMA+ED TO NOT LE%THAN 4000 F5I O I'x10"or WIDER 3-8d 3-10d PER SUPPORT Z Z 3. Each bolt hole n wood shall be drilled 1/16" larger than diameter of bolt. UJ < CEILING SHEATHING 4. For sill anchors, see typical details on architectural drawings. Z U GYPSUM WALLBOARD 5d COOLERS 5d COOLERS l"EDGE/10'FIELD E. Log Bolts -1 Z 111 A SHEATHING 1. Shall be of structural grade steel. Q LU ll TABLE R401.4.1 2. Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 depth of members being bolted together. Z PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS WOOD STRUCTURAL PANELS TABLE 3.11 8d 10d b"EDGE/12"FIELD F. Altering Structural Members:IL _O 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the Architect. Do not alter sizes of members noted without approval of Architect. I_ (L STRUCTURAL FIBERBOARD PANELS G. Built-up Beams: CUkSS OF MATERIAL LOAD BEARING PRESSURE IN P.S.F. D 11 GA GALV ROOFING NAIL 3"EDGE/b"FIELD 1. Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: 111 �. (1 1/2"L.W/'VI6"HEAD) a. Members 9-1/4" and less in depth: glue and intemail w/2 rows 16D nails at 12' o.c. staggered. U U1 b. Members greater than 9-1/4' in depth or multiple 3 x members through bolt with 1/2' diameter machine bolts at 24" o.c. staggered. t- 111 a CRYSTALLINE BEDROCK 12XO 25/32 11 GA GALV ROOFING NAIL 3"EDGE/b"FIELD H. Bridging and Blocking - 0 3/4"L.W/3/8"HEAD) 1. There shall be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity. Midspon bridging is not required for attic or roof framing where joist depth does not exceed twelve inches nominal. Block solid at all bearing supports where adequate ' " lateral support is not otherwise provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. Provide 2 x firestops at mid-point vertically of stud wall. SEDIMENTARY AND FOLIATED ROCK 4000 GYPSUM WALLBOARD TABLE 3.11 5d COOLERS 5d GOOLER5 6E06E/12FIELD Bridging as required by floor truss manufacturers printed instructions. HARDBOARD 8d 8d 6"EDGE/12'FIELD I. Header Schedule SANDY GRAVE-AND OF:GRAVEL(6W OR 617) 3A00 8d 8d SEE MAS 1. Unless otherwise shown, provide with 4" minimum bearing - See architectural drawings for header schedule %%uL. Plywood:%%u 1. All plywood shall be Doug fir or equal. CDX at exterior. It shall be manufactured ILL PARTICLEBOARD PANELS and graded in accordance with U.S. Product Standard PS 1-83 for Constrution and Industrial PlywoodQ`1; O Z DIAGONAL BOARD 5HEATHIN6 2. Each plywood sheet shall bear the "APA" trademark. O0 SAND,SILTY SAND,GLA'(EY SAND,SILT(GRAVEL AND 2,000 ILI 2-8d 2-10d PER SUPPORT 3. All end joints shall be staggered and shall butt along the center lines of framing members. CLAYEY GRAVEL(5W,5P,SM,SG,6M,AND 6G) i'xb"or I'x8" 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. w r 1 I"xl0"or WIDER 3-8d 3-10d PER SUPPORT 5. Nails shall be placed 3/8" minimum from the edge of the sheets. The minimum nail penetration into framing members shall be 1 1/2" for 8d nods and 1 3/8' for 10d nails. EY CLAY,SANDY,SILTY CLAY,CLAY51LT,SILT AND SANDY 1,500 {h' 6. All floors shalt be nailed as per nailing schedule. ^ SILYCLAY(GL,ML,MH,AND CH) 1W FLOOR SHEATHING J. Comer Bracing: M 1. Unless otherwise noted, brace exterior comers of budding with 1 x 4 diagonals, let into studs, or with 4 x 8 plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in d WOOD STRUCTURAL PANELS accordance with manufacturers instructions 16 Go. compression tension or w structural rade therma I 2. Lo plates at all corners. TABLES TAKEN FROM 202m RESIDENTIAL CODE OF NEVI YORK STATE ( P ). / 9 P Y• P P W 1 I"OR LE-55 Sd 10d b"EDGE/12"FIELD K. Nailing: HIGH WIND EDITION latest edition and all state and local budding codes, or maufacturer's recommendations. O O GREATER THAN I" IOd Ill 6"EDGE 12"FIELD 2. When framing end to end joists shall be secured together by metal straps. / �-{ N L. Partitions: PIA60MAL BOARD 5HEATHIN6 1. General: IN6"or I"x8" 2-Sol 2-10d PER SUPPORT a. Provide solid blocking at 4'-0" ol between the joist and first interior parallel joist. O0 b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". Cn Ill or WIDER 3 8d 3-10d PER SUPPORT c. Splices shall occur only directly over studs. CC) d. Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer licensed to practice in the jurisdiction where construction is taking place. One set of calculations to I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b INCHES ON-CENTER AT THE PANEL EDGE.IF WALL `./ SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL ED6E TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING e. provided la Architect for approver prior to construction. REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, e. Lop top plates at comers and intersections. SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. Bearing Walls supporting one floor or more: a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. of type lumber specified. 2. WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shall be centered directly over and below bearing wall studs with a tolerance of no more than 1" unless substantiated by engineering TO BE REMEID TO I-I6d NAIL PER FOOT. calculations. c. Bearing stud walls must be sheathed with a minimum 1/2" gypsum board fastened according to drywall metal. H CU A. Roofing: 1. Fiberglass Shingles: THIRTY(30) year self sealing shingles U.O.N. over 1 layer of 301 asphalt saturated felt underiayment unless otherwise noted. Install according to manufacturer's instructions. � 2. Cedar Shakes: /2 grade red-label cedar shakes (18" 1 x .45"T) U.O.N. over one layer 30# a.s.f. underloyment. Install with 4 1/2" weather exposure. Apply an 18' wide strip of 301¢ a.s.f. over each course of O shakes, 9" from bottom edge of shake extending over top of shake and onto sheathing. 3. Eave Flashing: See note B-3, below. B. Flashing: 1. All flashing, counter flashing, and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant RS AND WINDOWS 2. Flash oil exterior openings and all building comers with approved material to extend at least 4" behind wall covering. Cover all exposed plywood at budding comers with waterproof budding paper. DOORS Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or (120 mph wind zone or with-in one mile of the Coast) GENERAL REQUIREMENTS Windows in buildings located in wind-borne debris regions shall hove glazed openings protected from wind-borne debris or the building shall be ocean,bay and sound) designed as a partially encased budding in 1. All work and these plans shall comply with the following: accordance with the Budding Code of New York State. Glazed opening protection for wind-borne debris shall meet the requirements of the Large Missile Test all E 1996 and of ASTM E 1886 a. These general notes unless otherwise noted on plans or specifications. Exception: Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection in one- ands two-story buildings. Panels shall be precut to cover b. The 2020 RESIDENTIAL CODE OF NEW YORK STATE the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with Table R302.2.1.2 or shall be designed to resist the components and cladding loads determined in C. All applicable local and state codes, ordinances and regulations. accordance with the provisions of the Building Code of New York State. d. In areas where the drawings do not address methodically, the contractor shall be bound to perform in strict compliance with manufacturer's specifications and/or recommendations. FINISHES 2. On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and his subcontractors 1. All gypsum wallboard shall be installed in accordance with the provisions of the state ��'�� 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult Architect in case of question. 2. Gypsum wallboard shall not be installed until weather protection for the Installation is provided. Storage should be in accordance with manufacturers instructions. D�p 4. The general notes and typical detclis apply throughout the job unless otherwise noted or shown. 3. All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are perpendicular to the framing members. 5. Discrepancies: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists he shall promptly notify the Architect, in All edges of gypsum wallboard shall be in moderate contact except in concealed spaces where fire resistive construction is not required. � writing, before proceeding with the work or he shall be responsible for the same and any indirect results of his action. 4. The sizes and spacing of fasteners shall comply with state and local codes and ordinances Q � 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the work. In the event that certain features of the construction are not 5. Provide moisture resistant drywall cement board at tubs and showers full shown on the drawings, current national, state and local codes, ordinances, regulations or agreements as well as current acceptable building practices shall govern, and their MECHANICAL ❑ w ` s Y 9 construction shall be of the same character as for similar conditions that are shown or noted. A. Heating Ventilation and Air Conditioning: 7. The Architect will not be responsible for and will not have control over construction means, methods, techniques, sequences or procedures, or for safety precautions and programs 1. All work shall be in full accordance with all current codes and regulations of the governing agencies. In connection with the work, and will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing any of the work, to carry out the work 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to Architect prior to installation. Mechanical subcontractor to review structural sop drawings and s�cJ in accordance with the approved contract documents. notify the Architect of any mechanical and structural and design intent conflicts prior to construction. 3. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion B. Any and all drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and heating, ventilating, fabricated trusses, and air conditioning systems are not of the work performed by others. a part of the professional services provided to the Client by the Architect unless included under their agreement. Any discrepancies with these documents by any of the above B. Plumbing: listed services as shown In documents prepared by others should be indicated in writing to the Architect immediately. 1. All work shall be in full accordance with all current codes and regulations of governing agencies. 2. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of 9. If part of service, prior to application for building permits, the Contractor will furnish the Architect with two sets of shop drawings of all prefabricated components, one set to be the work performed by others. 2" 1'-4" O.G. retained by Architect, the other set lo be returned to contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor trusses, stairs, 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, HVAC, structural and design intent conflicts prior to construction. cabinets, vanities, etc. Should the design or configurations of any prefabricated component be modified during construction from previously approved shop drawings, the Architect ELECTRICAL shall be furnished, prior to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the above information, the client shall defend, 1. All work shall be In full accordance with all current codes and shall comply with the requirements of the serving power companies and be UL approved. indemnify, and hold harmless the Architect from any claim or suite whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have 2. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work performed by others. - arisenfromprefabricateditems. -0 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for conformance to local codes and conditions. In the event of a discrepancy G.C. To check and verify all conditions at the Construction site before beginning any physical work. He shall familiarize himself with the intent of these Q between these specifications and local codes or conditions, the contractor shall notify the Architect in writing of the discrepancy and special engineering requirements shall be applied Plans, specifications and all other information Including governing codes, laws, ordinances, zoning And regulations. � � i 1/2" DIA.MACHINE THR.I BOLTS � to insure the building's structural integrity. LU WASHERS BOTH SIDES HDR O U 11. These requirements may be superseded by more stringent information contained within the drawings. The more stringent shall be followed. Headers and trimmers to be doubled where required at Skylights, stairs'openings, etc. COUNTER SINK NUTS _ _ - / ` 12. Sod conditions shall conform to cr exceed the following conditions: Bearing Capacity. Min. 1000 psf. field verified under all footings and reinforced slabs. Water Table: Min. 2'-0" Double all floor joists Under partitions parallel to some and over 6-0 long _ 1 _ _ _ _ _ _ __ __. __ _. _ __ _ _ _ _ _ _ __ _. _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ - _ U below bottom of all concrete slabs and footings. Footings, foundations, walls, and slabs shall not be placed on or in Marine Clay, Peat and other organic materials. i Z 13. Bottom of footings shall extend toelow frost line of the locality and minimum 3'-O" below existing grade to 95%dry density having a load corrying capacity as specified, Contractor shall exercise good judgement in order to Minimize damage to any existing areas and conditons. Existing Work damaged as a result of new construction shall be Restored to their original condition, at undisturbed soil or soil compacted to 95%as verified by a sods engineer licensed in the locality where project is being built. no additional Cost to the owner. Architect has not been retained for on site inspection Or observation of construction. ------- --------------------- O W 14. All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed sod %dry density exceeds 16", but less than 4'-0", shall consist of clean, porous, sod compacted in 6' layers to 95 or provide 14 rebor at 2'-0" o.c., l'-0" beyond edge of undisturbed soil and 1'-0" into foundation wall. Drawings and specifications as instruments of service are the property of the architect whether The project for which they are made is executed or not. They Are not to be used on any other projects or sites or LINE OF STEEL PLATE BETWEEN W - 15. Free draining granular backfill (SNI or better) shall be used against foundation walls consistent with the architectural plans and related details. Equivalent fluid pressure of backfill Extensions and expansions to this project except by written Agreement along with appropriate compensation to this architect. STRUCTURAL WOOD JOISTS (� �- Cn 2" I'-4" O.C. not to exceed 40pcf (pounds per cubic foot). If backfill pressures exceed 40pcf, then walls must be designed for actual pressures by a registered Professional Engineer licensed in " STEEL PLATE SEE PLAN FOR SIZES W LLI 11.1 the locality where project is being built 17. Unbalanced fill not to exceed 7'-0" unless otherwise noted and substantiated by engineering calculations. Bockfll shall not be placed Where Joist hangers or steel frame carriers are used and Where simpson strong tie connectors or gussets Are called for on these Drawings, only fasteners recommended by the manufacturer Are to be used. n7 z against walls until slobs-on-grade and framed floors are n place and have reached their design strength. Proper precautions shall be token to brace foundation walls when These drawings are not to be used for any other site location Other than that intended by the party named on these drawings For one plot location, without review and written permission From the architect. / A DETAIL A ( L I K Z backfilling. Where backfill is required on both sides, bockfill both sides simultaneously. Q 0 The contractor shall give all notices and comply With all laws, ordinances, regulations and orders Of any public authority bearing on the performance Of the work indicated on the drawings. G.C. To provide all finish PLANS FOR LOCATIONS,SIXES AND QUANTITY OF COMPONENTS moldings around doors, windows old at floor/wall intersections SEE G.C. Shall provide one prime coat of paint do two finish coats. (interior) O G.C. Shall provide all temporary support and or bracing which may be Required during demolition and construction Provide structural metal connectors by"simpson' At all butt connections of structural members. Z ~ (galvanized at exterior). O 0 nLU All gyp. lard. To be taped do speckled min. 3 coats Use water resistant gyp. Brd. Or cement brd. As tole backer U.O.N. Q � Z All auxiliary rafter ties shall be 2" x 4" 's at 16" O.C. Tied back a min. 3 clg. Beams when such beams and rafters are perpendicular to each other Provide a storm drainage system for all roofs and paved areas. 4 TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 2020 ENERGY CONSERVATION AND CONSTRUCTION CODE OF NYS [)LUG.# EXTERIOR INSULATED WALL RIGID INSULATION SHEATHING "R-VALUE/THICKNESS PER CLIMATE CONTINUOUS BEAD 0 (TAPE ALL JOINTS) ELECTRICAL WIRE OF SEALANT PORCH RAFTER CONTINUOUS BEAD V 2x LEDGER ON TOP OF --- TOP PLATE OF SEALANTRIGID INSULATION >' --EXISTING FLOOR ASSEM EXFANDING FOAM SEALANT CONTINUOUS MINIMAL 1 1/2"RIGID INSULAT EXPANDING FOAM AT CONTINUOUS BEAD WINDOW PERIMETER -��'--OPTIONAL CAVITY OF SEALANT INSULATION WALL STUD CONTINUOUS BEAD EXPANDING FOAM AROUND ELEVATION OF SEALANT THE PERIMETER OF LOOS LY CUT RIGID INSU DARK LINE ILLUSTRATES CONTINUITY OF AIR WINDOW UNIT AS sECTION BARRIER AT WALL SECTION AIR BARRIER CONTINUOUS MINIMAL w EXPANDING FOAM AT 4 WINDOW PERIMETER p OFS BEAD SEALANT O # CONTINUOUS BEAD OF ADHESIVE EXISTI r5 SAN� JOIST AIR SEAL AT TOF FLAT CONTINUOUS MINIMAL CONTINUOUS BEAD EXPANDING FOAM AT OF SEALANT O aLuI SEALIN& T 0 � ®O WINDOW PERIMETERINSULATION RETROFIT ELE�T �AL FE ` ET ATION OF SEALANT O CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD 0 Lu ATTIC INSULATION OF SEALANT ATTIC FLOOR FRAMING COF SEALANT ONTINUOUS BEAD U RIGID INSULATION "R-VALUE SAME AS CEILING" A CONTINUOUS SILL SEALER N Q }- COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE INTERIOR CHASE WALLS FLOOR GRILLE 777 :l - FULL WIDTH OF MUDSILL z o D SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED PIPE PENETRATION F17FLOOR DUCT BOOT _ FOUNDATION WALL AS LL N }- ��\��\' AIR BARRIER O Z z CONTINUOUS BEAD OF SEALANT � � ' ,. 11l Q EXPANDING FOAM AT SUBFLOOR j �i\\j��\ CONCRETE SAB AS p U Z PERIMETER OF PIPE - �� 1L J-1 I = _- ___- _-._= i ��° AIR BARRIER -� THIN-PROFILE SHEATHING CLOSURE AT EXTERIOR WALL CONTINUOUS BEAD INSULATED FLEXIBLE MECHANICAL LATCH TO PRESSURES OF SEALANT DUCT SEAL AT WEATHERSTRIPPING TIE AT INNER LINER \ ul N LLI MASTIC AT INNER LINER \� /�/�/��'��\/ W 0 TIE AT OUTER LINER Lu O -MANUFACTURED PULL DOWN STAIR LADDER BLOCKING 0 EXTERIOR INSULATED WALL UFF VNALL SECTION L0 E :BALL SECTION 00 � o 00 U � o G01�G��TU�� AIR �� I �� fi� 5L IST STT I G FULL I SEAL AT G�# 5E V�ALLS I � � , T �UGT SOOT GO�IGi�TUL I O O �I � � �c��IN STT I G STAIR � � COIN I NUOUS AIR 5ARR I E �T T �� I—+ ►—� � o6 � � � wcnM ROOF SKYLIGHT---- EXPANDING FOAM SEALANT PROVIDE AIR SEALING AS PER R402.4.1 OF THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK —ROOF RAFTER RIGID INSULATION STATE R-VALUE/THICKNESS PER CLIMATE AS FOLLOWS H N MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT R402.4.1.2 TESTING. �--, ATTIC INSULATION CONTINUOUS BEAD OF ADHESIVE THE NEW BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT 0 ---EXPANDING FOAM SEALANT ATTIC TRUSS CONTINUOUS BEAD EXCEEDING THREE AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM E 719 OR CONTINUOUS BEAD OF SEALANT A5TM E 1621 AND REPORTED AT A PRE55URE OF 0.2 INCH W.G. (50 PASCALS). TESTING SHALL BE PERFORMED AT ANY OF SEALANT TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE FLOOR DURING TESTING: INSTALL SHEATHING AT ATTIC ASSEM LY 1. EXTERIOR WINDOWS AND DOOR5, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND SIDE OF SKYLIGHT SHAFT _ THE INTENDED WEATHER-STRIPPING OR OTHER INFILTRATION CONTROL MEASURES. \ — CONTINUOUS BEAD 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT —SKYLIGHT SHAFT—� - CAVITY INSULATION — — OF SEALANT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES.LL 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN. o F ATTIC INSULATION EXPANDING FOAM SEALANT AT PERIMETER `Z' CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED 4e GYPSUM BOARD LINER DRYWALL CEILING OF SEALANT AND SEALED. Q coRECESSED LIGHTING FIXTURE INTERIOR GYPSUM WALLBOARD 0 AS AIF.BARRIER 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF. (o. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. - O P WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PREPARED AND SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL THE WRITTEN REPORT SHALL INCLUDE, AIR S E A L I I & AT EC.,E 5 S Er_,) (�- O N�E F TU A L AIR B E A C H O I. THE NAME AND PLACE OF BUSINE555 OF THE PARTY CONDUCTING THE TE5T± A I R SEAL I I & AT 5<YL I &HT SHAFT � I °� I I I 2. THE ADDRESS OF THE BUILDING WHICH WAS TESTEDi L I �#�T I N& IN�4, ATT I � STRA I E&� AT JFFE FI�OO� 3. THE CONDITIONED FLOOR AREA OF DWELLING, CALCULATED IN ACCORDANCE WITH AN51 Z65, Z = EXCEPT THAT CONDITIONED FLOOR AREA SHALL INCLUDE AREAS WHERE THE CEILING HEIGHT IS LESS THAN 5 FEET (1524 MM)± U 4. MEASUREMENT OF THE AIR VOLUME LOST AT AN INTERNAL PRESSURIZATION OF 0.2 INCHES Z TUB UNIT W.G. (50 PASCALS)± W INSTALL PLUMBING AT 5. THE DATE(5) OF THE TE5T± [� Q INTERIOR L ATTIC INSULATION 6. A CERTIFICATION BY THE PARTY CONDUCTING THE TEST OF THE ACCURACY OF THE TEST RESULTS± AND ?- 6 WOOD TRUSS F 1. THE SIGNATURE OF THE PARTY CONDUCTING THE TEST. LH J WD SHEATH INTERIOR OF �/ Z W ATTIC ACCESS TO —� O q Z i +1"OF INSULATION f1Yu� 1"RIGID INSULATION —INTERIOR VERTICAL CHASE INTERIOR � � Z Z � WALL PROVIDE INTERIOR SHEATHING i AT EXTERIOR WALL PRIOR i O TO INTERIOR WALL ASSEMBLY -ACCESS PANEL Z DRAW ACCESS PANEL SNUG WITH PERIMETER SCREWS W TRIM AS REQUIRED ci FINISH CEILING ~ cn LADDER BLOCKING AS REQ'D O Q O Q INSULATED EXTERIOR WALL � W U N DLUG# AIR SEAL I N& AT GORIER AIR SEAL I NO AT ATT I C., HATCH VERTIC/AL E3ATHTUE3 C/HASE FINISH 5GREAS ROOF RAFTER STRAP ALL GABLE 'Hl'(LIP END STUDS SIMILAR BEAM and �'— STRAP FOUNDATION 5TRAP DTL. z0 IN5TALL AT EA. 5TUD "51MP50N"L5TAI2 STRAP END LU HDRDISTANCE . IN5TALL AT ALL WINDOW HEADER5 TO JACK 5TUD5. N ° , � � � I I/4" X 20 GA. HOT DIPPED PROVIDE 5-10d NAILS o . ° � z �- GALVANIZED OR MANUF. FROM - INTO HEADER t 5-10d o ° • 27 6I85 OR Z450 GALV. 5TL. A5TM WINDOW NAILS INTO STUD 16 °°o cv A653 GRADE 33 5TL. 5TRAP OPENING SIMPSON LSSU28 Hip LAPPED UNDER PLATE. PROVIDE RAI=TER t0 RIDGE BEAM o ° 3" SQUARE WA5HER5 AND GUT F WA5HER5 AT ALL NEW ANCHOR opsin nn this t 5516 STRAP (TYPICAL) RIDGE RAFTER CONNECTOR EVERY ° neelde In this ea SEE DETAILFTER AT RIDGE ° ° BOLTS. MAX. 6"-12" AWAY FROM a t6) AT FACE AND 5 - 10dAX 11/2 AILS)I TO RIDGE BRD.TENSION STRAPPING H10A-2 51MP50N EQUIVALENT 0520 END OF EACH PLATE N 0 EACH RAFTER AND RIDGE. - RAFTERS 18" X 11/4" WIDE 20 GA.STRAPPING,CENTER OVER MUST BE BACK TO BACK - ALTERNATE TOP OF RIDGE,SECURE W/(14)10d NAILS TOTAL - 5/8" DIA.ANCHOR BOLTS WRAP 16 GA. STRAP 48" LONG USE SIMP50N LT5A20 OR EQUIVALENT - PROVIDE AT CCEENFTER D OVER RIDGE RAFTER t0 RATERTEVERY O BACK TER A NAT ON IIDGE AREASRAFTERS MUST BE BACK "SIMPSON" H10A-2 RAFTER GLG.JOIST TIE m 16" O.C. (MAX, 12" FROM HDR. SIMPSAON CH STRONG-TIE NI 'I"CORNERS) 4 EACH RAFTER MIN. IMBEDMENT INTO FOUNDATION WALL p WALL STUDS USE (4) .131" X 21/211 F,ASTERNERS TO TOP PLATE USE 09) .148" X 2 1/2" FASTERNERS TO TOP PLATE USE (6) .131" X 11/2" FASTERNERS TO RAFTER USE (9) .148" X 1 1/2" FASTERNERS TO RAFTER/CJ SILL TIE DOWN # a a a DOOR 6520 STRAP OPENING (T(PIGAL) I`ID67i�1DC� RAFTER AT FLATS RAFTER AT FLATS RAFTER AT FLATS SILL TIE DOWN 0 SEE DETAIL D T I L DETAIL D T I L GRAVWL SFAGE OR 3ASEMENT DT I L I DT I L_ 2 O P.T.51LL PLATES ZQ lY � U USE A MINIMUM OF o O 14°MIN. TWO 8d NAILS THIS o , IN5TALLATEA�STUD TL. LENGTH SIDE OF RAFTER o Q U GUT o • • LENGTH TOTAL FOUR o �• • O o < ed NAILS ° ° � � I I/4" X 20 GA. HOT DIPPED Z p � INTO RAFTS o o z GALVANIZED OR MANUF. FROM LU ° — 0705 OR Z450 6ALV. 5TL. A5TM Z Z 0 0 0 A653 GRADE 33 5TL. STRAP z U 4 ° 2"MINIMUM N LAPPED UNDER PLATE. PROVIDE O z 0 ° SIDECOVE — N 3" 5QUARE WA5HER5 W/GUT 0 Lu CLEAR O o ° o WA5HER AT ALL NEW ANCHOR z SPAN o°o 0 o 13OLT5. MAX. 6"-12" AWAY FROM O END OF EACH PLATE 5EGTIONp- ° ° o °o o ®® n 51MP50N EQUIVALENT 0520 Q W q ° cnUW ° °PO ° ° 5/8" DIA.ANC14OR�BOLTS t' w +_-- ID OC.(MAX. 12 FROM 12 MIN. ° •° a ° CORNERS) LENGTH TWO o EIGHT o .° ° SdNAILS ° °d '°' p0O"•°° Provide mininum I" 8d NAILS Z distance INTO o INTO ° °o° °°° FOUNDATION WALL INTO PLATES 00 STUD PROVIDE 8-Sd FASTENERS TO STUD ABIU44 • Equal number of ° ° (ABU66,ABU88 similar) Simpson Sarong-Tie specified um Halls to PROVIDE 8-Sd FASTENERS TO PLATES "SIMPSON" MIU JOIST HANGER Ae each end 00 "SIMPSON" H1Z HURRICANE TIE "SIMPSON" H6 HURRICANE TIE SILL TIE DOWN "SIMPSON" CS16 STRAP EACH STUD `___q EACH STUD EACH STUD/RAFTER RAFTER AT FLATS TOF FLATS POST SASE I JOIST HANGER FOST EASE SILL TIE DOM TY I Gil_ WALL.- 57RAFF 1 Nr_-; ELEVAT 1 ON DETAILS (� DETAIL -7 DETAIL 8 DETAIL_ � DETAIL_ I O SLA5 ON GRADE W O o DTIL_ 0 BEARING PLATE SHEAR WALL � U wZ � / CORNER STUD I O GONNEGTED TO TRAN5FER 5HEAR ® FA5TEN w/2-16d ° ° COMMON NAILS o ® � o 13DOUBLE 2x MIN. � � ~ N FOR HEADER OR BEAM @ 61, O.G. 0 o I THREADED ROD - IMBED 0 0 Co 0 0 ; I INTO LONG.PIER BELOW MIN. O -1 J tit ® o I I 7"WITH ANCHOR GOUPLING ® tU IBCS2-2/4 I Y2"DIA GALV ROD ® I � o (BCS2-3/6 similar) ❑ � Simpson Strong-Tie W4CNW COUPLER NUT HDU5 HOLDDOWN PLAN ore (INSTALL IN FAIRS AT EA JOIST) EMIN.EDGE AC CFFLOOR J015T AT _ S PER MANUF.�CE � 'y T512 Sim fon Strong-Tie TA9 OR TATO MIN.END DISTANCE AS PER MANUF. Qco ls co Z W t ® I "SIMPSON" CCQ46 POST - BEAM ANCHOR HOLLOW COLUMN DETAIL - N I � � PROVIDE Va" m `® I M JOIST & I fi�D r� O ANTI L_ V JOIST STS I STS I NCS + OL.LOW COLUMN T 1 E THREADED ROOD ® F0 ST / EE AM FO ST / 5E USE 1451MP50N ® ( DETAIL 11 DETAIL 12 DETAIL 15 DETAIL 14 DETAIL 15 DOWN - DETAIL 16 ( ) 5D5 1/4 X 3 WOOD ® I 5GREW5 AT EACH c- HOLD DOWN PROVIDE %e (P (�D ANGHOR BOLT e e Q U_I Uf I® - W LEI e ° W _ji o Oe o ° °o 0 0 ° o " "SIMPSON" LU JOIST HANGER "SIMPSON" HUS BEAM HANGER "SIMPSON" HUG "SIMPSON" HDU5 SHEARUALL HOLDDOUJN ° LTB20 � D AT EACH END OF ALL 5HEAR WALLS � _� _Z J N T N FLOORS Simpson Strong-Tie NOTE- I BE WEE "SIMPSON" HDU5 SHEARWALL HOLDDOUN AT EACH END OF ALL 5HEAR WALLS FOR I JOISTS USE TB CsLtV TENSION BRIDCxINC� DETAIL � AT FOUNDATION (Installation with Triple LVL) Q 1L 0 lup SHEAR W,�LI� SOLD DOWN D�T� I LS JO ST �#�NC�Ei� 1SEAM HANC�ER JOIST HANGER BEAM HANC�Ei� 5EAM HAN&ER 5R 1 E;)61 NCS W C)lC _ DETAIL_ 1 -7 DETAIL_ la DETAIL 1 1� DETAIL 20 DETAIL_ 21 O O u A- 10 DUJC�" --------------------------------� ------, 1 I EXISTING SUNROOM I I ------ iXIE STING z r------� i I DECK O ------� I I I I I I I I I 1 I I I ------------------------------- I I I EXISTING 0110 / BEDROOM EXI5T1 G BATH O ' EXISTING EXISTING UNFINISHED BASEMENT I I O KITCHEN AREA EXISTING I I I ATN -------------------- \ EXISTING LIVING ROOM a <0 <'I <1 a a a TWO CAR GARAGE w ---- -------- ----- \ EXISTING Z HALL O Q Z EXISTING I EXISTINGz � -4 BEDROOM I BEDROOM u cn EXISTING p Z Z DECK U Q O � Z w � I I i I ped ----------------------------- w w O � X � EXISTING � OUNDA I N F L A N C SCALE: 3/16" = 11.011E X 15 T I N F 1 5 T F L F L A N SCALE: 3/16" = I'-m" O U � o o w foo U w � \Lm –7 0 **CW24 CW24+* �I N ---------------------------------------- -------------------------- --------- ----- -----------------------------------------------F=71 ------ ------ H ............. -------- ------------ I I I 1 E X 1 5 T I N G FFONT ( NORTH ELEVATION E X 1 5 T I N G LEFT E A 5 T E L E V A T 1 0 Nco A SCALE: 3/16" = 1'-O" SCALE: 3/16" = 1'-0" o / C° Z w � * s N O U- x W W ----- --------------------- ------------ - ----- ® z z o ~ (s) o ------------------- ----- -------------------------- x Q 0 >u ----------------------------- ------------- -------------------------- d EXI5TING REAR C50UTNE L E V A T 1 0 N EXI5TINR I G P T UJE5TELEVAT10N � SCALE: 3/16" = P-m" SCALE: 3/16" = I'-m" DI�Cx X— 1 - ___ . CHAPTER 3 BUILDING-PLANNING R311.7.5.3 Nosings. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14 mm). A nosing not less than 3/4 inchbut not more than 11/4 inch (32 mm) shall be provided GLAZIN on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and R308.3 Human impact loads. Individual glazed areas, including glass mirrors in hazardous locations such as those indicated as defined in Section R308.4, shall pass the test landings. Beveling of nosing shall not exceed 1/2 inch Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees (0.51 red) from the FIRE PROTECTION irectly into a room used for sleeping purposes shall not be permitted. Other openings requirements of CPSC 16 CFR, Part 1201. Glazing shall comply with CPSC 16 CFR, Part 1201 criteria for Category I or Category 11 as indicated in Table R308.3. vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch diameter sphere. R302.5.1 Opening protection. Openings from a private garage d ed with self-closing devices. Exception: Louvered windows and jolousies shall comply with Section R308.2. between the garage and residence shall be equipped with 3/4-hour fire-protection-rated assemblies equipp Exceptions: R302.5.2 Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed R308.4 Hazardous locations. The following shall be considered specific hazardous locations for the purposes of glazing: 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). of a minimum No. 26 gage (0.48 mm) sheet steel or other approved material and shall have no openings into the garage. . 1. Glazing in swinging doors except jolousies. 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. enetrations. Penetrations through the separation required in Section R309.2 shall be protected by filling the opening around the 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. R311.7.6 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. R302.5.3 Other p 3. Glazing in storm doors. Exception: A floor or landing is not required at the top of an interior flight of stairs, including stairs in on enclosed garage, provided a door does not swing over the stairs. 7 penetrating item with approved material to resist the free passage of flame and products of combustion. e separated from the residence and its attic area by horizontal or vertical separations conforming Table 4. Glazing in all unframed swinging doors. R302.6 Separation required. The garage shell b 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any part of a building wall enclosing these A flight of stairs shall not have a vertical rise larger than 12 feet (3658 mm) between floor levels or landings. (3 R302.6 The width of each landing shall not be less than the width of the stairway served. Every lending shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. 0) R302.6 Vertical separations. Where partitions ore used to separate on attached garage from a living space or its attic, the partition assembly shall have compartments where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface. 6. Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610 mm) arc of the door in a closed position R311.7.7 Stairway walking surface. The walking surface of treads and landings of stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal (2-percent slope). > 1/2"gypsum lord each side te the garage from the living space or its attic, such construction shall be and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. R311.8.3 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. � R302.6 Horizontal separations. Where horizontal construction is used to separa f Section R805.1. Openings in 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: R311.8.3.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of romp slope, shell be not less than 34 inches (864 mm) and not more than 38 inches protected with one layer of 5/8-inch thick, type X, gypsum board, installed in accordance with the requirements 0 tal separation is 7.1. Exposed area of on individual pone larger than 9 square feet (0.836 m2). (965 mm). horizontal separations shall not be permitted except where the residence is otherwise protected by vertical separations. Where the horizon R311.8.3.3 Continuit . Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail mm) type X gypsum board or 7.2. Bottom edge less than 18 inches (457 mm) above the floor. y a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than 5/8-inch (15.87 7.3. Top edge more than 36 inches (914 mm) above the floor. ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inch (38 mm) between the wall and the handrails. equivalent. I Exceptions: R302.7 Under stair protection Enclosed accessible space below stairs shall have walls, under stair surfaces, and any soffits protected with 1 layer of 1/2' 7.4. One or more walking surfaces within 36 inches (914 mm) horizontally of the glazing. 8. All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and nonstructural infill panels. 1. Handralls shall be permitted to be interrupted by a newel post at the turn. gyp. bird. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spos where the bottom edge of the glazing is less than 60 inches (1524 mm) 2. The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. FIREBLOCKING enings (both vertical and horizontal) and to form an effective above a walking surface and within 60 inches (1524 mm) horizontally of the water's edge. This shall apply to single glazing and all panes in multiple glazing. R311.7.8.3 Handrail grip size. All required handrails shall be of one of the following types or provide equivalent graspability. R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft op ristruction in the following than 60 1. Type 1. Handrails with a circular cross section shall have an outside diameter of at least 11/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame co 10. Glazing adjacent to stairways, landings and romps within 36 inches (914 mm) horizontally of a walking surface when the exposed surface of the glass is less dimension of at least 4 inches (102 mm) and not greater than 61/4 inches (160 mm) with a maximum cross section of dimension of 21/4 inches (57 mm). locations. nd parallel rows of studs or staggered studs; as follows: inches (1524 mm) above the plane of the adjacent walking surface. ss is less 2. Type 11. Handrails with a perimeter greater than 61/4 inches (160 mm) shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of3/4 inch (19 1. In concealed spaces of stud walls and partitions, including furred spaces a 11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the gla mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue 1.1. Vertically at the ceiling and floor levels. than 60 inches (1524 mm) above the nose of the tread. for at least 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 11/4 inches (.32 mm) to 1.2. Horizontally at intervals riot exceeding 10 feet (3048 mm). t soffits, drop ceilings and cove ceilings. Exception: The following products, materials and uses are exempt from the above hazardous locations: a maximum of 23/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 2. At all interconnections between concealed vertical and horizontal spaces such as occur a tairs shall comply with Section R311.2.2. 1. Openings in doors through which a 3-inch (76 mm) sphere is unable to pass. R311.7.9 Illumination. All stairs shall be provided with illumination in accordance with Section R303.6. I I I I I 1 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under s and 2. Decorative glass in Items 1, 6 or 7. d the glazing. R311.7.10 Special stairways. Spiral stairways and bulkhead enclosure stairways shall comply with all requirements of Section R311.5 except as specified below. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with on approved material to resist the free passage of flame 3. Glazing in Section R308.4, Item 6, when there is an intervening wall or other permanent barrier between the door an R311.7.10.1 Spiral stairways. Spiral stairways are permitted for interior use as a component of the means of egress from a habitable room, a basement or an attic, provided the minimum width shall be 26 inches products of combustion. 4. Glazing in Section R308.4, Item 6, in walls perpendicular to the plane of the door in a closed position, other than the wall toward which the door swings when opened' LLI 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. 4, Item 7. (6.60 mm) with each tread having a 71/2-Inches (190 mm) minimum tread depth at 12 inches from the narrower edge. All treads shall be identical, and the rise shall be no more than 91/2 inches (241 mm). A 11-- 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. or where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in these applications shall Comply with Section R308. minimum headroom of 6 feet 6 inches (1982 mm) shall be provided. A spiral stair is not permitted to be the only means of egress from a story of a building. .4 R302.11.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall consist of 2-inch (51 mm) nominal lumber, or two thicknesses of 5. Glazing in Section R308.4, Items 7 and 10, when a protective bar is installed on the accessible side(s) of the glazing 36 inches ± 2 inches (914 mm ± 51 mm) above R311.7.10.2 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the n 1-inch (25.4 mm) nominal lumber with broken lop joints, or one thickness of 23/32-inch (19.8 mm) wood structural panels with joints backed by the floor. The bar shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 11/2 requirements of Sections R311.4.3 and R311.5 where the maximum height from the basement finished floor level to grade adjacent to the stairway does not exceed 8 feet (2438 mm), and the grade level opening to 23/32-inch (19.8 mm) wood structural panels or one thickness of 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) inches (38 mm) in height. 308.4, Item 7, when the bottom edge of the glass is 25 feet (7620 mm) or more the stairway is covered by a bulkhead enclosure with hinged doors or other approved means. # rA<1r1<7-'1<1<1< particleboard, 1/2- inch (12.7 mm) gypsum board, or 1/4-inch (6.4 mm) cement-based millboard. Botts or blankets of mineral wool or glass fiber or 6. Outboard panes in insulating glass units and other multiple glazed panels in Section R R311.8 Romps. - lied in such a manner as to be securely retained in place shall be permitted as an acceptable fire block. Botts or blankets above grade, a roof, walking surfaces, or other horizontal [within 45 degrees (0.79 rod) of horizontal] surface adjacent to the glass exterior. R311.8.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in twelve units horizontal (8.3-percent slope). other approved materials insto nce with the 10 foot horizontal fireblocking in walls 7. Louvered windows and jolousies complying with the requirements of Section R308.2. Exception: Where it is technically infeasible to comply because of site constraints, romps may have a maximum slope of one unit vertical in eight horizontal (12.5-percent slope). V of mineral or gloss fiber or other approved nonrigid materials shall be permitted for complia 8. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. R311.8.2 Landings required. A minimum 3-foot-by-3-foot (914 mm by 914 mm) lending shall be provided: constructed using parallel rows of studs or staggered studs. Loose-fill insulation material sha a fire block unless specifically tested in LI-I ul the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. 9. Safety glazing in Section R308.4, Items 10 and 11, is not required where: 1. At the top end bottom of romps. I-- R302.11.1.1 Unfoced fiberglass. Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a minimum 9.1. The side of a stairway, landing or ramp hos a guardrail or handrail, including balusters or in-fill panels, complying with the provisionis of Sections 1013 and 1607.7 of 2. Where doors open onto romps. Z -1 the Building Code of New York State; and 3. Where ramps change direction. () _q height of 16 inches (406 mrr) measured vertically. When piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly 9.2. The plane of the glass is more than 18 inches (457 mm) from the railing; or R311.8.3 Handrails required. Handrails shell be provided on at least one side of all romps exceeding a slope of one unit vertical in 12 units horizontal (8.33-percent slope). >_ 0 around the obstruction. t walking surface to 34 inches (863 mm) to 36 inches (914 mm) above the floor and the Z I-- R602.8.1.2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. 9.3. When a solid wall or panel extends from the plane of the adjacen R311.8.3.1 Height. Handrail height, measured above the finished surface of the romp slope, shall be not less than 34 inches (864 mm) end not more than 38 inches (965 mm). q ing 4 feet (1219 mm) in height, construction at the top of that wall or panel is capable of withstanding the same horizontal load as the protective bar. R311.8.3.2 Handrail grip size. Handralls on romps shall comply with Section R311.5.6.3. I-- R602.9 Cripple walls. Foundation cripple walls shall be framed of studs not smaller than the studding above. When exceed W 0 10. Glass block panels complying with Section R610. R311.8.3.3 Continuity. Handrails where required on ramps shall be continuous for the full length of the romp. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent 0 such walls shall be framed of studs having the size required for an additional story. Site built windows shall comply with Section 2404 of the Building Code of New York State. to a wall shall have a space of not less than 1.5 inches (38 mm) between the wall and the handrails. LL L." R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective R308.5 Site built windows. hts and sloped glazing shall comply with the following sections. 11-_ p story and the roof space. Fireblocking shall be provided in wood-frame construction in the following R308.6 Skylights and sloped glazing. Skylig SECTION R312 GUARDS D a fire barrier between stories, and between a to R308.6.1 Definitions. . R312.1 Guards. Porches, balconies, ramps or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides -4 0 locations. ws of studs or staggered studs; as follows: PED GLAZING. Gloss or other transparent or translucent glazing material installed at a slope of 15 degrees (0.26 rod) or more from vertical. Glazing of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height measured verticallyfrom the nosing ofthe treads. -1 (Y 1. In concealed Spaces Of Stud walls and partitions, including furred spaces and parallel ro materials in skylights, including unit skylights, salariums, sunrooms, roofs and sloped walls are included in this definition. 1.1. Vertically at the ceiling and floor levels. UNIT SKYLIGHT. A factory assembled, glazed fenestration unit, containing one panel of glazing material, that allows for natural daylighting through an opening in the roof Porches and decks which are enclosed with insect screening shall be equipped with guards where the walking surface is located more than 30 inches (762 mm) above the floor or grade below. d) ,q )_ R312.2 Guard opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 >- 0 < 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). t soffits, drop ceilings and cove ceilings. assembly while preserving the weather-resistant barrier of the roof. Z 2. At all interconnections between concealed vertical and horizontal spaces such as occur a inches (102mm) or more in diameter. W D 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R311.2.2. R308.6.2 Permitted materials. The following types of glazing may be used: 16 square feet (1.5 m2) or less in area located such that the highest Exceptions: I LL (D >_ 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 1. Laminated glass with a minimum 0.015-inch (0.38 mm) polyvinyl butyral interlayer for glass panes 0 Z Z point of the glass is not more than 12 feet (3658 mm) above a walking surface or other accessible area; for higher or larger sizes, the minimum interlayer thickness shall 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass throucjjh. IJJ < products of combustion. 2. Openings for required guards on the sides of stair treads shall not allow a sphere 43/8 inches (107 mm) to pass through Z 0 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. be 0.030 inch (0.76 mm). SECTION R314 SMOKE ALARMS (3 �:! Z I— . 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. 2. Fully tempered glass. R314.1 Smoke detection and notification. All smoke alarms shall be listed in accordance with UL 217 and installed in accordance with the provisions of this code and the household fire warning equipment provisions < LLI CD - R302.11.1.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall consist of 2-inch (51 mm) nominal lumber, or two thicknesses of 3. Heat-strengthened gloss. of NFPA 72, 1 la or a combination of smoke detector and audible notification device installed as required by this section for smoke _1 a Z 1-inch (25.4 mm) nominal lumber with broken lap joints, or one thickness of 23/32-inch (19.8 mm) wood structural panels with joints backed by 4. Wired glass. Household fire alarm systems installed in accordance with NFPA 72 that incude smoke a rms, () f- -<T . 23/32-inch (19.8 mm) wood structural panels or one thickness of 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) 5. Approved rigid plastics. red or heat-strengthened glass, a retaining screen meeting the requirements of Section R308.6.7 shall be installed below the alarms, shall be permitted. The household fire alarm system shall provide the some level of smoke cletection and alarm as required by this section for smoke alarms in the event the fire alarm panel is removed or - -1 particleboard, 1/2- inch (12.7 mm) gypsum board, or 1/4-inch (6.4 mm) cement-based millboard. Batts or blankets of mineral wool or glass fiber or R308.6.3 Screens, general. For fully tempe in Section R308.6.5. the system is not connected to a central station. > u- 0- s glass, except for fully tempered glass that meets either condition listed of Section R314.3 Location. Smoke alarms shall be installed in the following locations: < 0- W other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable fire block. Batts or blanket R308.6.4 Screens with multiple glazing. When the inboard pane is fully tempered, heat-strengthened or wired glass, a retaining screen meeting the requirements LILI (D of mineral or glass fiber or ,other approved nonrigid materials shall be permitted for compliance with the 10 foot horizontal fireblocking in walls R308.6.7 shall be installed below the glass, except for either condition listed in Section R308.6.5. All other panes in the multiple glazing may be of any type listed in 1. In each sleeping room. CD p LLJ constructed using parallel rows of studs or staggered studs. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. X = R302.11.1.2 Unfaced fiberglass. Unfaced fiberglass bott insulation used as fireblocking shall fill the entire cross section of the wall cavity to a minimum Section R308.6.2. #-- R308.6.5 Screens not required. Screens shall not be required when fully tempered glass is used as single glazing or the inboard pone in multiple glazing and either of the 3. On each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels end without an intervening door between the - LL1 11__ height of 16 inches (406 mm) measured vertically. When piping, conduit or similar obstructions ore encountered, the insulation shall be packed tightly following conditions are met: adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full storybelow the upper level. around the obstruction. ner intended for use to 1. Class area 16 square feet (1.49 m2) or less. Highest point of glass not more than 12 feet (3658 mm) above a walking surface or other accessible area, nominal glass R314.4 Interconnection When more than one smoke alarm is required to be installed within on individual dwelling unit the alarm devices shell be interconnected in such a manner that the actuation ofone alarm will r3O2.11.1.3 Loose-fill insulation material shall not be used as a fire block unless specifically tested in the form and man thickness not more than 3/16 inch (4.8 mm), and (for multiple glazing only) the other pone or panes fully tempered, laminated or wired glass. activate all of the alarms in the individual unit. 1. demonstrate its ability to remain in place and to retard the spread of fire and hot gases. 2. Gloss area greater than 16 square feet (1.49 m2). Glass sloped 30 degrees (0.52 red) or less from vertical, and highest point of glass not more than 10 feet (3048 Exception: Interconnection is not required where smoke alarms ore permitted to be battery operated in accordance with Section R313. 2. R302.11.2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. R314.6 Power source. In new construction, the required smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source or an on-site electrical power mm) above a walking surface or other accessible area. system, and when primary power is interrupted, shall receive power from a battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms 0 PPING tops shall be R308.6.6 Glass in greenhouses. Any glazing material is permitted to be installed without screening in the sloped areas of greenhouses, provided the greenhouse height at shall be permitted to be battery operated when installed in buildings without commercial power or an on-site electrical power system or in buildings that undergo repair, alteration, change of occupancy, addition or In combustible construction where there is a usable space both above abd below the concealed space of a floor-ceiling assembly, drafts the ridge does not exceed 20 feet (6096 mm) above grade. relocation in accordance with Appendix J. C) installed so that the area ol: te hyconcelaed space does not excedd 1000sq. ft,. Draftstopping shall divide the concealed space int approximately equal _�� areas. Where the assemble is enclsoed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floorr-ceiling R308.6.7 Screen characteristics. The screen and its fastenings shall be capable of supporting twice the weight of the glazing, be firmly and substantially fastened to the R 31 4.2.2 Smoke alarms in existing dwelling. Existing dwellings undergoing repair, alteration, change of occupancy, addition or relocation shall be provided with smoke alarms as required byAppendix J. R314.5 0 00 assembliesunder teh following circumstances. 1. ceiling is suspended under the floor framing. 2. Floor framing is constructed of truss type open web or framing members, and have a mesh opening of no more than 1 inch by 1 inch (25 mm by 25 mm). Combination smoke and carbon monoxide alarms. Combination smoke and carbon monoxide alarms are permitted, provided the alarm is listed for such use. Combination smoke and carbon monoxide alorrins shall r- preforated members. . R308.6.8 Curbs for skylights. All unit skylights installed in a roof with a pitch flatter than three units vertical in 12 units'horizontal (25-percent slope) shall be mounted on have distinctly different alarm signals for smoke or carbon monoxide alarm activation. P� r___4 R302.13 FIRE PROTECTION Of' FLOORS /8,, a curb extending at least 4 inches (102 mm) above the plane of the roof unless otherwise specified in the manufacturers installation instructions. ating and CARBON MONOXIDE DETECTORS C\ T__-1 Floor assemblies that ore not required elsewhere in the code to be fire resistant rated, shall be provided with a 1/2" gypsum wol board membrane, 5/ R308.6.9 Testing and labeling. Unit skylights shall be tested by an approved independent laboratory, and bear a label identifying manufacturer, performance grade r t1 t , lighting, wiring, R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside each separate sleeping creain the immediate vicinity of the bedrooms. suppluy on alarm if the bedroom has a el buring appliance. F--� F--1 wood structural panel membrane or equivalent on the underside of teh floor framing members. Penetrations for ducts, vents, ou e s approved inspection agency to indicate compliance with the requirements of AAMA/WDMA/CSA 101/l.S.2/A440 R315.5 Power source. Carbon monoxide alarms, carbon monoxide detectors, end the alarm control units to which carbon monoxide detectors are connected shall receive their primarypower from the building wiring, .V, piping, speakers and sim. openings shall be permitted. Exceptions: 1. floor assemblies located directly over a space protected by automatic sprinkler - Wiring shall be permanent and without a disconnecting switch U �4 �� system 2. I'llor assemblies located directly over s crawl space not intended for storage or fuel buring appliances. 3. Portions of floor assemblies shall be and shall be equipped with a battery backup system that automatically provides power from one or more batteries when primary power is interrupted 9 permitted to be unprotected where complying with the following: agrrgfote arewa does not exceed 80 sq. ft. fireblocking is installed along the permiter of SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS other than those required for over current protection. (=) the unprotected portion to separate it form the protected portion. 4. wood floor assembly dimnensional or structural composite members shall be greater R310.1 Emergency escape and rescue required. Basements, habitable attics and every sleeping room shall have at least one operable emergency and rescue opening. Such Exceptions: �T4 � c . opening shall open directly into a public street, public alley, yard or court. Where basements contain one or more sleeping rooms, emerjency egress and rescue openings 1. Carbon monoxide alarms and carbon monoxide detectors installed in a building or structure without an electrical power source shall be battery operated. that nomnol 2"x 10" threshold below the adjacent ground 2. In buildings that undergo repair, alteration, change of occupancy, addition or relocation in accordance with Appendix J, carbon monoxide alarms and carbon monoxide detectors maybe battery operated, cord-type 0 F_-� 1---� >-q Cq shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Where a door opening having a V� r__ elevation serves as an emergency escape end rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net or direct plug. E...� �-� clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue openirg from the inside. Emergency �: C� escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. X �� 4 cr) SECTION R303 LIGHT VENTILATION AND HEATING a I g area of not less than 8 percent of the floor area of such rooms. Natural Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. the use of keys, tools or special SECTION R315 FLAME SPREAD AND SMOKE DENSITY -spread classification of not greater than 200. F-l! X c1r) R303.1 Habitable rooms. All habitable rooms shall have an aggreg te gazin R310.1.1 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without R316.1 Wall end ceiling. Wall and ceiling finishes shall have a flame 0 1�� U �� ,_� ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or Exception: Flame-spread requirements for finishes shall not apply to trim defined as picture molds, chair rails, boseboards and handrcils; to doors and windows or their frames; or to materials that are less th n )--1 4 percent of the floor area being knowledge. ,0.530 m2). -spread characteristic no greater than paper of this thickness cemented to a noncombustible backing. Cn R310.2.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear o V) �Ll - shall otherwise be readily controllable by the building occupants. The minimum openable area to the outdoors shall be pening of 5.7 square feet ' 1/28 inch (0.91 mm) in thickness cemented to the surface of walls or ceilings if these materials have a flame P� C/� 11.0 ventilated. The minimum net clear opening height shall be 24 inches.The minimum net clear opening width shall be 20 inches R316.2 Smoke-developed index. Wall and ceiling finishes shall have a smoke-cleveloped index of not greater than 450. Exceptions: Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). R316.3 Testing. Tests shall be made in accordance with ASTM E 84 1. The glazed areas need not be openable where the opening is not required by Section R310 and an approved mechanical ventilation system capable of inches (1118 mmi) above the floor. SECTION R317 PROTECTION AGAINST DECAY C/-) -e!� (-'I- producing 0.35 air change per hour in the room is installed or a whole-house mechanical ventilation system is installed capable of supplying outdoor R310.2.2 Where emergency escape and rescue openings are provided they shell have a sill height of not more than 44 = ccupants for the first bedroom and one R310.3 Window wells. The minimum horizontal area of the window well shall be 9 square feet (0.9 m2), with a minimurn horizontal projection and width of36 inches (914 R317.1 Location required. Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1 for the species, �_� N ventilation air of 15 cubic feet per minute (cfm) (78 L/s) per occupant computed on the basis of two 0 product, preservative and end use. Preservatives shall be listed in Section 4 of AWPA U1. occupant for each additioncil bedroom. This exception shall not be allowed in owner-occupied, one-family dwellings not supplied with electrical power in mm). The area of the window well shall allow the emergency escape and rescue opening to be fully opened. 1. Wood joists or the bottom of a wood structural floor when closer than 18 inches (457 mm) or wood girders when closer than 12 inches (305 mm) to the exposed ground in crawl spaces or unexcavated area �:) ') accordance with Section E3301.2.2. Exception: The ladder or steps shall be permitted to encroach a maximum of 6 inches (152 mm) into the required dimensions of the window well. located within the periphery of the building foundation. ve is satisfied end artificial light is provided capable of producing an overage R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (1118 imm) shot( be equipped with a permanently affixed ladder or steps usable with 2. All wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 inches (203 mm) from the exposed ground. 2. The glazed areas need not be installed in rooms where Exception 1 abo the window in the fully open position. Ladders or steps required by this section shall not be required to comply with Sections R311.7 and R311,8. Ladders or rungs shall th the ground unless separated from such slab by an impervious moisture barrier. illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches (762 mm) above the floor level. This exception shall not be 3 Sills and sleepers on a concrete or masonry slab that is in direct contact wi (D F_� allowed in owner-occupied, one-family dwellings not supplied with electrical power in accordance with Section E3301.2.2. have an inside width of at least 12 inches (305 mm), shall project at least 3 inches (76 mm) from the wall and shall be spaced not more than 18 inches (457 mm) on 4* The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 0.5 inch (12.7 mm) on tops, sides and ends. C/� 3. Use of sunroorn additions and patio covers, as defined in Section R202, shall be permitted for natural ventilation if in excess of 40 percent of the center vertically for the full height of the winclow well. ' �_4 exterior sunroom walls ore open, or are enclosed only by insect screening. R310.2.3.1 Drainage window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required by R405.1 exception 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches (152 mm) from the ground. R303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall be considered as a portion of an adjoining : not required where the foundation system is on well-drained soft or sand-gravel mixture soils inj accordance the table R405.1 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs, unless separated from such floors or roofs loyon impervious room when at least one-holf of the area of the common wall is open and unobstructed and provides an opening of not less than one-tenth of the R310.2.5 replacement windows installed in bldgs. metting the scope of this code shall be exmpt from teh max sill height of r301.1, 310.2.1 r3102.2 proved the windows moisture barrier. floor area of the interior rcem but not less than 25 square feet (2.3 m2). meets the following conditions: 1. the window is the manufacturers largest replaciement size window that will fit in the existing frame or rough opening, is the some 7. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete wells below grade except where an approved vapor retarder is applied between the wall thermally isolated sunroom addition or patio cover, provided operating style of the existing windows and a style that provides greater window opening area than the existing. and the furring strips or froming members. tive-treated wood shall be treated in the field in accordance with AWPA M4. Exception: Openings required for light and/or ventilation shall be permitted to open into a closures shall provide direct access to the basement. The bulkhead enclosure with the door panels in the fully open position shall R317.1.1 Field treatment. Field-cut ends, notches and drilled holes of preserva that there is an openable area between the adjoining room and the sunroom addition or patio cover of not less than one-tenth of the floor area of the R310.3.2 Bulkhead enclosures. Bulkhead en eet (2 m2). The minimum openable area to the outdoors shall be based upon the total floor area being provide the minimum net clear opening required equaln to the door in its full open position. R317.1.2 Ground contact. All wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended interior room but not less than 20 square f R310.4 Bars, grilles, covers and screens. Bars, grilles, covers, screens or similar devices are permitted to be placed over emergency escupe and rescue openings, bulkhead for human occupancy shall be approved pressure-preservative-treated wood suitable for ground contact use, except untreated wood may be used where entirely below groundwater level or continuously submerged in ventilated. pening size complies with Sections R310.1.1 to R310.2.3, and such devices shall be fresh water. R303.3 Bathrooms. Bathrooms, water closet compartments and other similar rooms shall be provided with aggregate glazing orec in windows of not less enclosures, or window wells that serve such openings, provided the minimum net clear a C releasable or removable from the inside without the use of a key, tool, special knowledge or force greater than that which is required fior normal operation of theescape R317.1.3 Geographical areas. ln geographical areas where experience has demonstrated a specific need, approved naturally durable or pressure-preservative-treated wood shall be used for those portions of wood ,I * ,\/ 0 feet (0.3 m2), one-half of which must be openable. members that form the structural supports of buildings, balconies, porches or similar permanent building appurtenances when those members are exposed to the weather without adequate protection from a roof, \ )11 than 3 square 1, 0 , shall not be required where artificial light and a mechanical ventilation system are provided. The minimum ventilation rates and rescue opening. porches. Emergency escape windows are allowed to be installed under decks and porches provided the location of the eave, overhang or other covering that would prevent moisture or water accumulation on the surface or at joints between members. Depending on local experience, such members mayinclude: �, Exception: The glazed areas er minute (10 L/s) for continuous ventilation. Ventilation air R310.2.4 Emergency escape windows under decks and 1. Horizontal members such as girders, joists and decking. z shall be 50 cubic feet per minute (24 L/s) for intermittent ventilation or 20 cubic feet p escape window to be fully opened and provides a path not less than 36 inches (914 mm) in height to a yard or court. z� 'T I t � _J from the space shall be exhausted directly to the outside. This exception shall not be allowed in owner-occupied, one-family dwellings not supplied with deck allows the emergency 2. Vertical members such as posts, poles and columns. %�c co I - 11 . with Section E33011.2.2. 3. Both horizontal and vertical members. :14- I .1 (D ? electrical power in accordance d R303.5.2. R317.1.4 Wood columns. Wood columns shall be approved wood of natural decay resistance or approved pressure-preserve tive-treated wood. 0 - 1 114- LL . R303.5 Opening location. Outdoor intake and exhaust openings shall be located in accordance with Sections R303.5.1 an R309.1 Floors. Garage floors shall be of approved noncombustible material. Exceptions: WO -� � �,�' . (Z) 0 1 R303.5.1 Intake openings. Mechanical and gravity outdoor air intake openings shall be located a minimum of 10 feet (3048 mm) from any hazardous or les shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry 1. Columns exposed to the weather or in basements when supported by concrete piers or metal pedestals projecting 1 inch (25.4 mm) above a concrete floor or 6 inches (152 mm) above exposed earth and the (P ) noxious contaminant, such as vents, chimneys, plumbing vents, streets, alleys, parking lots and loading docks, except as otherwise specified in this code. The area of floor used for parking of automobiles or other vehic / . Where a source of contaminant is located within 10 feet (3048 mm) of on intake opening, such opening shall be located a minimum of 2 feet (610 mm) doorway. ncombustible material. Corports not open on at least two sides shall earth is covered by an approved impervious moisture barrier. / 01 4�1 R309.2 Corports. Corports shall be open on at least two sides. Carport floors shall be of approved no 2. Columns in enclosed crawl spaces or unexcavated areas located within the periphery of the building when supported by a concrete pier or metal pedestal at a height more than 8 inches (203mm) from exposed ) below the contaminant sou,ce. earth and the earth is covered by an impervious moisture barrier. * S For the purpose of this section, the exhaust from dwelling unit toilet rooms, bathrooms a not be considered as hazardous or noxious. be considered a garage and shall comply with the provisions of this section for garages. R303.5.2 Exhaust openings. Outside exhaust openings shall be located so as not to create a nuisance. Exhaust air shall not be directed onto walkways, Exception: Asphalt surfaces shall be permitted at ground level in carports. liquids to a drain or 'toward the main vehicle entry R317.1.5 Exposed glued-laminated timbers. The portions of glued-laminated timbers that form the structural supports of a building or other structure and are exposed to weather and not properly protected bya R303.6 Outside opening protection. Air exhaust and intake openings that terminate outdoors shall be protected with corrosion-resistant screens, louvers The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of roof, eave or similar covering shell be pressure treated with preservative, or be manufactured from naturally durable or preservative-treated wood. "I or grilles having a minimum opening size of 1/4 inch (6 mm) and a maximum opening size of 1/2 inch (13 mm), in any dimension. Openings shall be doorway. hazard areas as established by Table R301.2(l), garage floors shall be: R317.2 Quality mark. Lumber and plywood required to be pressure-preservative-treated in accordance with Section R319.1 shall bear the quality mark of an approved inspection agency that maintains continuing protected against local weather conditions. Outdoor air exhaust and intake openings shall meet the provisions for exterior wall opening protectives in R309.3 Flood hazard areas. For buildings located in flood supervision, testing and inspection over the quality of the product and that has been approved by an accreditation body that complies with the requirements of the American Lumber Standard Committee treated 1. Elevated to or above the design flood elevation as determined in Section R324; or . wood program. accordance with this code. R317.2.1 Required information. The required quality mark on each piece of pressure-preservative-treated lumber or plywood shall contain the following information: R303.7 Interior Stairway illumination. All interior stairways shall be provided with a artificail Ilight source ti illuminate the landings and treads. the artificial 2. Located below the design flood elevation provided they are at or above grade on all sides, are used solely for parking, building access, or storage, meet the requirements light sources shall be capable of illuminating treads and landings to levels not less than 1 foot-candle (11 lux) measured at the center of treads and of Section R324, and ore otherwise constructed in accordance with this code. 1. Identification of the treating plant. R309.4 Automatic garage door openers. Automatic garage door openers, if provided, shall be listed in accordance with UL 325. 2. Type of preservative. - landings. There shall be a wall switch on each floor level of the stairway to controlthe light level with six or more risers 3. The minimum preservative retention. " Q Exceptions: 4. End use for which the product was treated. C14 1. switch not required whee remote central or automatic lighting is required. 5. Standard to which the product was treated. 2. Owner-occupied one-family dwellings not supplied with electrical power in accordance with Section E3301.2.2. SECTION R311 MEANS OF EGRESS 6. Identity of the approved inspection agency. Z a R303.8 Exterior Stairway illumination. All exterior stairways shell be provided with a ortificail Ilight source at the top of the landing. Basement bulhead R311.5.1 Attachment. Required exterior egress balconies, exterior exit stairways end similar means of egress components shall be positively anchored to the primary () W IJ stairs required light at bottom of the landing onto a street or public alley, or a yard or court located on the structure to resist both vertical and lateral forces. Such attachment shall not be accomplished by use of toenails or nails subject to wiithdrawal. 7. The designation "Dry," if applicable. 1 inch (25.4 mm) nominal thickness, or lumber less than nominal 1 inch by 5 inches (25.4 mm by 127 mm) or 2 inches by 4 inches (51 mm by 102 mm) or lumber - 0 V R303.9 Required glazed openings. except 1. Required glazed openings shall open directly Exception: Quality marks on lumber less than ]-- .4 some lot as the building. R311.6 Hallways. The minimum width of a hallway shall be not less than 3 feet . 36 inches (914 mm) or less in length shall be applied by stamping the faces of exterior pieces or by end labeling not less than 25 percent of the pieces of a bundled unit. Z V Y_ ,equired glazed openings may face into a roofed porch where the porch abuts a street, yard or court and the longer side of shall be provided for each dwelling unit. The required exit door shall provide for direct access from the habitable R317.3 Fasteners. Fasteners for pressure-preservative and fire-retarclon t-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for .q W .. R303.7.1 Roofed porches. R R311.2 Egress door. Not less than one means of egress W W the porch is at least 65 percent open and unobstructed and the ceiling height is not less than 7 feet (2134 mm). portions of the dwelling to the exterior without requiring travel through a garage. The required exit door shall be a side-hinged door not less than 32 inches clear in width zinc-coated fasteners shall be in accordance with ASTM A 153. W- () () I-_ R303.9.1 Sunroom additions. Required glazed openings shall be permitted to open into sunroom additions or patio covers that abut a street, yard or when the door is open 90 degrees and 78 inches in clear height. Other doors shall not be required to comply with these minimum dimensions. Exceptions: 1. One-holf-inch (12.7 mm) diameter or larger steel bolts. W - < court if in excess of 40 percent of the exterior sunroom walls are open, or are enclosed only by insect screening, and the ceiling height of the sunroom R311.3 Floors and Landings at exterior doors. There shall be a floor or landing on each side of each exterior door. The width of each landing shall not be less than the ]-- �f) �_ 111� is not less than 7 feet (2134 mm). door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Landing shall be permitted to have a slope not to exceed 0.25 2. Fasteners other than nails and timber rivets shall be permitted to be of mechanically deposited zinc- coated steel with coating weights in accordance with ASTM 8 695, Class 55, minimum. R303.10 Required heating. Where the winter design temperature in Table R301.2(l) is below 60 unit vertical in 12 units horizontal (2-percent). SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES 6) _J W LU 9 'F every dwelling unit intended to be occupied between September 15 and May 15 R311.3.1 The floor or landing at the exterior door shall not be more than 1.5 inches lower than the top of the threshold. The floor or landing at exterior doors other than R318.1 Subterranean termite control methods. In areas subject to damage from termites as indicated by Table R301.2(l), methods of protection shall be one of the following methods or a combination of these L" .4 W- Z W shall be provided with healing facilities capable of maintaining a minimum room temperature the exit door required by Section R311.4.1 shall not be required to comply with this requirement but shall have a rise no greater than that permitted in Section R311.5.3. methods: -q Z of 68'F (20*C) at a point 3 feet above the floor and 2 feet from exterior walls in habitable rooms at the design temperature. The installation of one Or Exceptions: 1. Chemical termiticide treatment, as provided in Section R320.2. t- Landings or at an exterior doorway shall not be more than 8 1/4 inches below the top of the threshold, provided the door, other than an exterior storm or screen door 2. Termite baiting system Installed and maintained according to the label. 0 (3 J - more portable 3. Pressure-preserve tive-treated wood in accordance with the AWPA standards listed in Section R319.1. (3 Z (21 space heaters shall not be used to achieve compliance with this section does not swing over the landing. 4. Naturally termite-resistant wood as provided in Section R320.3. Z Z _J SECTION R304 MINIMUM ROOM AREAS R311.7 Stairways. s (914 mm) in clear width at all points above the permitted handrail height and below the required headroom 5. Physical barriers as provided in Section R320.4. Z "[ - 0 R304.1 Minimum area. habitable rooms shall have a floor area of not less than 70 square feet (6.5 m2). R311.7.1 Width. Stairways shall not be less than 36 inche handrail R318.1.1 Quality mark. Lumber end plywood required to be pressu re-preservative-treated in accordance with Section R320.1 shall bear the quality mark of on approved inspection agency which maintains continuing W kn a Exception: Kitchens. height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the supervision, testing and inspection over the quality of the product and which has been approved by an accreditation body which complies with the requirements of the American Lumber Standard Committee treated Ul Z -4 A) t- R304.2 Minimum dimensions. Habitable rooms shall not be less than 7 feet (2134 mm) in any horizontal dimension. height, including treads and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are wood program. b 0 H_ �j n () Exception: Kitchens. provided on both sides. R318.1.2 Field treatment. Field-cut ends, notches, end drilled holes of pressu re-preservative-treated wood shall be retreated in the field in accordance with AWPA M4. - 0 it] R304.3 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet (1524 mm) or a furred ceiling measuring less Exception: The width of spiral stairways shall be in accordance with Section R311.5.8. R320.2 Chemical termiticide treatment. Chemical termiticide treatment shall include soil treatment and/or field applied wood treatment. The concentration, rate of application and method of treatment of the uting to the minimum required habitable area for R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2036 mm) measured v,ertically from the sloped plane 0 �- W d) V- than 7 feet (2134 mm) from the finished floor to the finished ceiling shall not be considered as contrib chemical termiticide shall be in strict accordance with the termiticide label. 0 - a () that room. adjoining the tread nosing or from the floor surface of the landing or platform. R318.3 Naturally resistant wood. Heartwood of redwood and eastern red cedar shall be considered termite resistant. 0 f- Z SECTION R305 CEILING HEIGHT t R311.7.5.1 Risers.shall be not more than 8 Y4 inches (209 mm). The riser shall be measured vertically between leading edges of the adj(acent treads. The greatest riser R318.4 Barriers. Approved physical barriers, such as metal or plastic sheeting or collars specifically designed for termite prevention, shall be installed in a manner to prevent termites from entering the structure. �J) R305.1 Minimum height. Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height ofno The riser height ad above Shields placed on top of an exterior foundation wall are permitted to be used only if in combination with another method of protection. b < less than 7 feet (2134 mm). The required height shall be measured from the finish floor to the lowest projection from the ceiling. height within any flight of stairs shall not exceed the smallest by more than 3/81nch Risers shall be vertical or sloped from the underside of the nosing of the tre R318.5 Foam plastic protection. In areas where the probability of termite infestation is "very heavy" as indicated in Figure R301.2(6), extruded and expanded polystyrene, polyisocyanurate and other foam plastics shall () Exceptions: at an angle not more than 30 degrees (0.51 rod) from the vertical. Open risers ore permitted provided that not be installed on the exterior face or under interior or exterior foundation walls or slab foundations located below grade. The clearance between foam plastics installed above grade and exposed earth shall be at I I— 1� 1. Beams and girders spaced not less than 4 feet (1219 mm) on center may project not more than 6 inches (152 mm) below the required ceiling the openings located more than 30 inches as measured vertically, to the floor or least 6 inches (152 mm). _J q height. grade below do not permit the passage of a 4-inch-diameter (102 mm) sphere. Exceptions: 0 2. Ceilings in basements without habitable spaces may project to within 6 feet, 8 inches (2032 mm) of the finished floor; and beams, girders, ducts or Exceptions:1.The opening between adjacent treads is not limited on spiral stairways.2.The riser height of spiral stairways shall be in accordance 1. Buildings where the structural members of walls, floors, ceilings and roofs are entirely of noncombustible materials or pressure-preservative-treated wood. �J) other obstructions may project to within 6 feet 4 inches (1931 mm) of the finished floor. mm) with Section R311.7.10.1. 2. When in addition to the requirements of Section R320.1, an approved method of protecting the foam plastic and structure from subterranean termite damage is used. . I 1 3. For rooms with sloped ceilings, at least 50 percent of the required floor area of the room must have a ceiling height of at least 7 feet (2134 R311.7.5.2 Treads. The tread depth shall be not less than 9 inches (229 mm). The tread depth 3. On the interior side of basement walls. D LLIG.0 end no portion of the required floor area may have a ceiling height of less than 5 feet (1524 mm). shall be measured horizontally between the vertical planes of the foremost projection a fadjacent treads and at a right angle to the tread's leading edge. The SECTION R319 SITE ADDRESS 4. Bathrooms shall have a minimum ceiling height of 6 feet 8 inches (2036 mm) over the fixture and at the front clearance area for fixtures as shown greatest tread depth within any flight of stairs sholl not exceed the smallest by more than 3/8 inchR311.7.5.2 Winder treads shall have a minimum tread depth of 10 R319.1 Premises identification. Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Address in Figure R307.1. A shower or tub equipped with a showerhead shall have a minimum ceiling height of 6 feet 8 inches (2036 mm) above a minimum inches measured as above at a point 12 inches (305 mm) from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6 inches at numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). � area 30 inches (762 mm) by 30 inches (762 mm) at the showerhead. any point. Within any flight of stairs, the largest winder tread depth at the 12 inch (305 mm) walk line shall not exceed the smallest by more than 3/8 inch . Exception: Buildings identified under an addressing scheme as part of a countywide 911 numbering system, I . i . .. I I N 1 1 1 . CHAPTER 6 - WALL CONSTRUCTION R602.6 Drilling and notching-studs. Drilling and notching of studs shall be in accordance with the following: CHAPTER 4 - FOUNDATIONS 1. Notching. Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent of its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40 percent of a R401.3e. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a SECTION R408 UNDER-FLOOR SPACE single stud width. hazard Drainage. 9 fall a minimum of 6 inches 152 mm) within R408.1 Ventilation. The under-floor space between the bottom of the floor joists and the earth under any building (except space 2. Drilling. Any stud may be bored or drilled, provided that the diameter of the resulting hole is no more than 60 percent of the stud width, the edge of the hole is no more than 5/8 inch (16 mm) to the edge of the stud, and hazard. Lots shall be graded to drain surface water away from foundation walls. The grade shall ( occupied b a basement shall have ventilation openings throw h foundation walls or exterior walls. The minimum net area of the first 10 feet (3048 mm). y ) g the hole is not located in the same section as a cut or notch. Studs located in exterior walls or bearing partitions drilled over 40 percent and up to 60 percent shall also be doubled with no more than two successive doubled r lot lines walls slopes or other physical barriers prohibit 6 inches (152 mm) of fall within 10 feet (3048 mm), the final grade ventilation openings shall not be less than 1 square foot (0.0929 m2) for each 150 square feet (14 m2) of under-floor space area, studs bored. See Figures R602.6(1) and R602.6(2). For bored holes for electrical wiring, see Table E3702.1. Exception: Where P Y w from the foundation al. a minimum slope of 5 percent and the water shall be directed to drains or swales to ensure drainage unless the ground surface is covered by a Class 1 vapor retarder material. When a Class 1 vapor retarder material is use e shall slope away from the structure. Swales shall Le sloped a minimum of 2 percent when located within 10 feet (3048 mm) of the building foundation. minimum net area of ventilation openings shall not be Tess than 1 square foot (0.0929 m2) for each 1,500 square feet (140 m2) of Exception: Use of approved stud shoes is permitted when they are installed in accordance with the manufacturer' s recommendations. aw ay Impervious surfaces within 10 feet (3049 mm) of the building foundation shall be sloped a minimum of 2 percent away from the building. under-floor space area. One such ventilating opening shall be within 3 feet (914 mm) of each corner of the building. R401.4 Soil tests. In areas likely to have expansive, compressible, shifting or other unknown soil characteristics, the building official shall determine whether to require a soil test to determine the soil's characteristics at a particular location. This test shall be made by an approved R408.2 Openings for under-floor ventilation. The minimum net area of ventilation openings shall not be less than 1 square foot agency using an approved method. (0.0929 m2) for each 150 square feet (14 m2) of under-floor area. One ventilating opening shall be within 3 feet (914 mm) of each R401.4.1 Geotechnical evaluation. In lieu of a complete geotechnical evaluation, the lood-bearing values in Table R401.4.1 shall be assumed. corner of bug. pgwith any of the following materials provided f the building. Ventilation openings shall be covered for their height and width a. When soil tests are required by Section R401.4, the allowable bearing capacities of the soil shall be part of the recommendations. b. that the least dimension of the covering shall not exceed 1/4 inch (6.4 mm): Where in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing 1. Perforated sheet metal plates not less than 0.070 inch (1.8 mm) thick. capacity shall be determined by a soils investigation.R401.4.2 Compressible or shifting soil. Instead of a complete geotechnical evaluation, when 2. Expanded sheet metal plates not less than 0.047 inch (1.2 mm) thick. top or subsoils ore compressible or shifting, they shall be removed to a depth and width sufficient to assure stable moisture content in each 3. Cast-iron grill or grating. active zone and shall not be used as fill or stabilized within each active zone by chemical, dewatering or presaturation. 4. Extruded load-bearing brick vents. 'R402.2 Concrete. Concrete shall have a minimum specified compressive strength of ??c, as shown in Table R402.2. Concrete subject to 5. Hardware cloth of 0.035 inch (0.89 mm) wire or heavier. moderate or severe weathering as indicated in Table R301.2(1) shall be air entrained as specified in Table R402.2. The maximum weight of fly 6. Corrosion-resistant wire mesh, with the least dimension being 1/8 inch (3.2 mm). TOP PLATES TOP PLATES ash, other pozzolons, silica fume, slag or blended cements that is included in concrete mixtures for garage floor slabs and for exterior porches, carport slabs and steps that will be exposed to deicing chemicals shall not exceed the percentages of the total weight of Exception: The total area of ventilation openings shall be permitted to be reduced to 1/1,500 of the under-floor area where the cementitious materials specified in Section 4.2.3 of ACI 318. Materials used to produce concrete and testing thereof shall comply with the ground surface is covered with an approved Class I vapor retarder material and the required openings are placed to provide cross applicable standards listed in Chapter 3 of ACI 318. ventilation of the space. The installation of operable louvers shall not be prohibited. SECTION R405 FOUNDATION DRAINAGE R408.3 Unvented crawl space. Ventilation openings in under-floor spaces specified in Sections R408.1 and R408.2 shall not be required R405.1 Concrete or masonry foundations. Drains shall be provided around all concrete or masonry foundations that retain earth and enclose where: habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or 1. Exposed earth is covered with a continuous Class I vapor retarder. Joints of the vapor retarder shall overlap by 6 inches (152 mm) materials shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage and shall be sealed or taped. The edges of the vapor retarder shall extend at least 6 inches (152 mm) up the stem wall and shall system. Gravel or crushed stone drains shall extend at least 1 foot (305 mm) beyond the outside edge of the footing and 6 inches (152 mm) be attached and sealed to the stem wall; and above the top of the footing and be covered with on approved filter membrane material. The top of open joints of drain tiles shall be 2. One of the following is provided for the under-floor space: STUD STUD LL protected with strips of building paper, and the drainage tiles or perforated pipe shall be placed on a minimum of 2 inches (51 mm) of 2.1. Continuously operated mechanical exhaust ventilation at a rate equal to 1 cfm (0.47 L/s) for each 50 ft2 (4.7 m2) of washed gravel or crushed rock at least one sieve size larger than the tile joint opening or perforation and covered with not less than 6 inches crawlspace floor area, including on air pathway to the common area (such as a duct or transfer grille), and perimeter walls insulated BORED HOLE MAX. BORED (152 mm) of the some material. DIAMETER40PERCENT METER60PER (� in accordance with Section N1102.2.8; DtAMETERCrOPERCENT Exception: A dreinage system is not required when the foundation is installed on well-drained ground or sand-grovel mixture soils according to 2 2 Conditioned air supply sized to deliver at a rate equal to 1 cfm (0.47 L/s) for each 50 ft2 (4.7 m2) of under-floor area, OF STUD DEPTH OFSTUD DEPTH the Unified Soil Classification System, Group I Soils, as detailed in Table R405.1. including a return air pathway to the common area (such as a duct or transfer grille), and perimeter walls insulated in accordance SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING R406.1 Concrete and masonry foundation dampproofing. Except where required by Section R406.2 to be waterproofed, foundation walls that with Section complying retain earth and enclose interior spaces and floors below grade shall be dampproofed from the top of the footing to the finished grade. 2.3. Plenum complying with Section M1601.4, if under-floor space is used as a plenum, 5t51N,MIN.TO EDGE 515 IN.MfN.TO EDGE Masonry walls shall have not less than 3/8 inch (9.5 mm) Portland cement purging applied to the exterior of the wall. The purging shall be R408.4 Access. Access shall be provided to all under-floor spaces. Access openings through the floor shall be a minimum of 18 510 IN.MIN,TO EDGELU dampproofed in accordance with one of the following: inches by 24 inches (457 mm by 610 mm). Openings through a perimeter wall shall be not less than 16 inches by 24 inches (407 ¢lsIN,MIN,TpEDGE 1. Bituminous coating. mm by 610 mm). When any portion of the through-wall access is below grade, an areaway not less than 16 inches by 24 inches W 1. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. (407 mm by 610 mm) shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall 0 Q 3 .1/8-inch (3.:t mm) coat of surface-bonding cement complying with ASTM C 887. access openings shall not be located under a door to the residence. See Section M1305.1.4 for access requirements where mechanical equipment is located under floors. 4. Any material permitted for waterproofing in Section R406.2. Z O 5. Other approved methods or materials. R408.5 Removal of debris. The under-floor grade shall be cleaned of all vegetation and organic material. All wood forms used for Q Exception: Forging of unit masonry walls is not required where a material is approved for direct application to the masonry. oofed by applying any one of the above listed dampproofing materials or any one of the waterproofing materials placingconcrete shall be removed before a building is occupied or used for any purpose. All construction materials shall be removed Concrete walls shall be dampprefora building is occupied or used for any purpose. O listed in Section R406.2 to the exterior of the wall. NOTCH MUST NOT EXCEED 2S NOTCH MUST NOT EXCEED R406.2 Concrete and masonry foundation waterproofing. In areas where a high water table or other severe soil-water conditions are known to R408.6 Finished rade. The finished rade of under-floor surface may be located at the bottom of the footings; however, where there PERCENT OF STUD DEPTH 40 PERCENT OF STUD DEPTH V exist, exterior foundation walls that retain earth and enclose interior spaces and floors below grade shall be waterproofed from the top of the is evidence that the groundwater table can rise to within 6 inches (152 mm) of the finished floor at the building perimeter or where footing to the finished grade. Walls shall be waterproofed in accordance with one of the following: 1. 2-ply hot-mopped felts. there is evidence that the surface water does not readily drain from the building site, the grade in the under-floor space shall be as BORED HOLES SHALL NOT BE Q 2. 55 pound (2`.i kg) roll roofing. high as the outside finished grade, unless an approved drainage system is provided. LOCATED IN THE SAME CROSS IF PERCEHOLE ISNT TOFSTBETWEEDDEPT 40 .THENENT D LOCADDINTHE SHALL SECTION OF CUT OR NOTCH IN BO PERCENT OF STUD DEPTH.THEN STUD LOCATED IN CU SAME CROSS Z J 3. 6-mil (0.15 mm) polyvinyl chloride. O. SECTION OF CUT ORNOTtIIN R408.7 Flood resistance. For buildings located in areas prone to flooding as established in Table R301.2 1 STUD MUST BE DOUBLE AND NO MORE THAN STUD Z z 4. 6-mil (0.15 rnm) polyethylene. 1. Walls enclosing the under-floor space shall be provided with flood openings in accordance with Section R324.2.2. SUCCESSIVE STUDS ARE DOUBLED AND SO LLI 5. 40-mil (1 mrn) polymer-modified asphalt. 2. The finished ground level of the under-floor space shall be equal to or higher than the outside finished ground level. BORED Q 6. 60-mil (1.5 rnm) flexible polymer cement. U 7. 1/8 inch (3 mm) cement-based, fiber-reinforced, waterproof coating. CHAPTER 5 - FLOORS O LLJ� Z N 8. 60-mil (0.22 mm) solvent-free liquid-applied synthetic rubber. Exceptions: SECTION R502 WOOD FLOOR FRAMING ' regulated in this section may be dam roofed in accordance with Section R406.1, provided foundation drainage is installed in R502.1 Identification. Load-bearing dimension lumber for joists, beams and girders shall be identified by a grade mark of a lumber 1. Foundations regu Y PP 0- accordance with Section R405. grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS } +- Q 2. Organic-solvent-based products such as hydrocarbons, chlorinated hydrocarbons, ketones and esters shall not be used for ICF walls with mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall beLILI expanded polystyrene form material. Use of plastic roofing cements, acrylic coatings, latex coatings, mortars and pargings to seal ICF walls is accepted. Q LU cn U LLL, permitted. Cold-setting asphalt or hot asphalt shall conform to type C of ASTM D 449. Hot asphalt shall be applied at a temperature of less R502.6 Bearing. The ends of each joist, beam or girder shall have not less than 1.5 inches (38 mm) of bearing on wood or metal R602.6.1 Drillingand notchingof to late. When piping or ductwork is laced in or partly in an exterior wall or interior load-bearing wall, necessitating cutting, drilling or notching of the to late b more than 50 percent of Tits X = p 9 P P P P Y 9 9 9 9 9 P P Y than 200'F (93'C). and not less than 3 inches (76 mm) on masonry or concrete except where supported on a 1-inch-by-4-inch (25.4 mm by 102 width, a galvanized metal tie of not than 0.054 is h thick (16 go) and 11/2 inches wide shall be fastened across and to the plate at each side of the opening with not less than four 16d nails at each side or equivalent,. See F` � ~ All joints in membrane waterproofing shall be lapped and sealed with an adhesive compatible with the membrane. mm) ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. SECTION R407 COLUMNS R502.6.1 Floor systems. Joists framing from opposite sides over a bearing support shall lap a minimum of 3 inches (76 mm) and Figure R602.6.1. R407.1 Wood column protection. Wood columns shall be protected against decay as set forth in Section R319. shall be nailed together with a minimum three 10d face nails. A wood or metal splice with strength equal to or greater than that R407.2 Steel column protection. All surfaces (inside and outside) of steel columns shall be given a shop coat of rust-inhibitive paint, except provided by the nailed lap is permitted. Exception: When the entire side of the wall with the notch or cut is covered by wood structural panel sheathing. for corrosion-resistant steel and steel treated with coatings to provide corrosion resistance. R502.6.2 Joist framing. Joists framing into the side of a wood girder shall be supported by approved framing anchors or on ledger R407.3 Structural requirements. The columns shall be restrained to prevent lateral displacement at the bottom end. Wood columns shall not be strips not less than nominal 2 inches by 2 inches (51 mm by 51 mm). less in nominal size than 4 inches by 4 inches (102 mm by 102 mm) and steel columns shall not be less than 3-inch-diameter (76 mm) R502.7 Lateral restraint at supports. Joists shall be supported laterally at the ends by full-depth solid blocking not less than 2 standard pipe or approved equivalent. inches (51 mm) nominal in thickness; or by attachment to a full-depth header, band or rim joist, or to an adjoining stud or shall be EXTE13tgR OR 8i�i°NO WALL 00 Exception: In Seismic Design Categories A, B and C columns no more than 48 inches (1219 mm) in height on a pier or footing are exempt otherwise provided with lateral support to prevent rotation. O from the bottom end lateral displacement requirement within underfloor areas enclosed by a continuous foundation. Exception: In Seismic Design Categories DO, D1 and D2, lateral restraint shall also be provided at each intermediate support. �..., R502.7.1 Bridging. Joists exceeding a nominal 2 inches by 12 inches (51 mm by 305 mm) shall be supported laterally by solid blocking, diagonal bridging (wood or metal), or a continuous 1-inch-by-3-inch (25.4 mm by 76 mm) strip nailed across the bottom of joists perpendicular to joists at intervals not exceeding 8 feet (2438 mm). R502.8 Drilling and notching. Structural floor members shall not be cut, bored or notched in excess of the limitations specified in this U section. See Figure R502.8. O L NOTCH GREATER THAN 50 PERCENT OF THE PLATE WIDTH M TA T {AC S AND 1.5 IN.E CH �--� METAL TIE A�FiC AND TO EACH H I � � FIGURE R502.8 CUTTING, NOTCHING AND DRILLING r° SIDE OF THE NOTCH WfTN4.7Sd • v MAILS EACH SIDE rT1 C�� R502.8.1 Sawn lumber. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, I�-•I shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. �T Notches at the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 inches A NO NOTCHM ~" (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes bored or P MI E0 D,!3&#,AX cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top 16 WX or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall not be Fr-1 closer than 2 inches (51 mm) to the notch. fue-laminated v J R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural g members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such �� N D711 WAX. alterations are specifically considered in the design of the member by a registered design professional. TOP PLATES R502.9 Fastening. Floor framing shall be nailed in accordance with Table R602.3(1). Where posts and beam or girder construction is used to support floor framing, positive connections shall be provided to ensure against uplift and lateral displacement. PIPE ~� R502.10 Framing of openings. Openings in floor framing shall be framed with a header and trimmer joists. When the header joist spanFLOOR J01S11T_ O does not exceed 4 feet (1219 mm), the header joist may be a single member the some size as the floor joist. Single trimmer joists CFNTrmn may be used to carry a single header joist that is located within 3 feet (914 mm) of the trimmer joist bearing. When the header joist span exceeds 4 feet (1219 mm), the trimmer joists and the header joist shall be doubled and of sufficient cross section to support the floor joists framing into the header. Approved hangers shall be used for the header joist to trimmer joist connections when the header joist span exceeds 6 feet (1829 mm). Tail joists over 12 feet (3658 mm) long shall be supported at the header by D14 ?#VkX framing anchors or on ledger strips not less than 2 inches by 2 inches (51 mm by 51 mm). R502.12 Draftstopping required. When there is usable space both above and below the concealed space of a floor/ ceiling assembly, CHAPTER 8 - ROOF-CEILING CONSTRUCTION draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a SECTION R806 ROOF VENTILATION T_ ceiling membrane below draftstopping shall be provided in floor/ceiling assembligs under the following circumstances: R806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings 1. Ceiling is suspended under the floor framing. protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a dimension greater than CD� �0 2. Floor framingis constructed of truss-type open-web or perforated members. 1 4 inch 6.4 mm shall be provided with corrosion-resistant wire cloth screening, hardware cloth, or similar material with openings having a minimum dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) / ( )I R502.12.1 Materials. Draftstopping materials shall not be less than 1/2-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm) wood maximum. Openings in roof framing members shall conform to the requirements of Section R802.7. L.. structural panels, 3/8-inch (9.5 mm) Type 2-M-W particleboard or other approved materials adequately supported. Draftstopping shall Q -� e ZUl be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of all draftstops R806.2 Minimum area. The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent W �' � � shall be maintained. R602.8. and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above the eave or cornice vents with the O R502.13 Fireblocking required. Fireblocking shall be provided in accordance with Section balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross-ventilation area may be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm-in-winter \ side of the ceiling. �tS�� X07 I SECTION R506 CONCRETE FLOORSON GROUND R506.1 General. Concrete slob-on-ground floors shall be a minimum 3.5 inches (89 mm) thick (for expansive soils, see Section R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1-inch (25 mm) space shall be provided between the insulation and the roofFLOOR JOIST---TNO CUTS,' R403.1.8). The specified compressive strength of concrete shall be as set forth in Section R402.2. sheathing and at the location of the vent. R506.2 Site preparation. The area within the foundation walls shall have all vegetation, top soil and foreign materiol removed. R506.2.1 Fill. Fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure uniform support of SUPPORT ' � the slab, and except where approved by a registered design professional, the fill depths shall not exceed 24 inches (610 mm) for clean sand or gravel and 8 inches (203 mm) for earth. I t R506.2.2 Base. A 4-inch-thick (102 mm) base course consisting of clean graded sand, gravel, crushed stone or crushed { blast-furnace slag passing a 2-inch (51 mm) sieve shall be placed on the prepared subgrade when the slab is below grade. I Exception: A base course is not required when the concrete slab is installed on well-drained or sand-gravel mixture soils classified as N Group I according to the United Soil Classification System in accordance with Table R405.1. t R506.2.3 Vapor retarder. A 6 mil (0.006 inch; 152 pm) polyethylene or approved vapor retarder with joints lapped not less than 6 Z N I inches (152 mm) shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base 0 W U © F { course exists.113 Ir \ Exception: The vapor retarder may be omitted: {` U 1. From9 arages, utility buildings and other unheated accessory structures. 2. From driveways, walks, patios and other flatwork not likely to be enclosed and heated at a later date. O w 3. Where approved by the building official, based on local site conditions. R506.2.4 Reinforcement support. Where provided in slabs on ground, reinforcement shall be supported to remain in place from the AWTER'CCIUNGJOISTS(RSM71) center to upper one third of the slab for the duration of the concrete placeme D 1.1..1 W � W Z Z z � R301.2.1.2 Protection of openings. Windows in buildings located in windborne debris regions shall have glazed openings protected from windborne debris or the building shall be designed as a partially enclosed building in n/ 3 accordance with ASCE 7. Glazed opening protection for windborne debris shall meet the requirements of the Large Missile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced therein. '1 ' 1� Exception: Wood structural panels with a minimum of 7/16 inch (11 mm) and a maximum span of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story buildings. Panels shall be precut so that 1-L_i Z 1I they shall be attached to the framing surrounding the opening containing the product with the glazed opening. Panels shall be secured with the attachment hardware provided. Attachments shall be designed to resist the 0LL O Q component and cladding loads determined in accordance with Table R301.2(2). Attachment in accordance with Table R301.2.1.2 is permitted for buildings with a mean roof height of 33 feet (10 058 mm) or less where wind Q _ speeds do not exceed 130 miles per hour (58 m/s). }- W I- R308.1 Identification. Except as indicated in Section R308.1.1 each pane of glazing installed in hazardous locations as defined in Section R308.4 shall be provided with a manufacturer's designation specifying who applied the 0 - U11 IAX, designation, designating the type of glass and the safety glazing standard with which it complies, which is visible in the final installation. The designation shall be acid etched, sandblasted, ceramic-fired, laser etched, ( (1 Z embossed, or be of a type which once applied cannot be removed without being destroyed. A label shall be permitted in lieu of the manufacturer's designation. v t-� d) Exceptions: Q O Q 1. For other than tempered glass, manufacturer's designations are not required provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. R308.1.1 Identification of multipone assemblies. Multipane assemblies having individual panes not exceeding 1 square foot (0.09 m2) in exposed area shall have at least one pane in the assembly identified in accordance with 1 Section R308.1. All other panes in the assembly shall be labeled "16 CFR 1201." U R308.2 Louvered windows or jalousies. Regular, float, wired or patterned glass in jalousies and louvered windows shall be no thinner than nominal 3/16 inch (5 mm) and no longer than 48 inches (1219 mm). Exposed glass N edges shall be smooth. R308.2.1 Wired glass prohibited. Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows. PIPE OR CONN'DUtT D 2 IN.MNN FROM TOP AND BOTTOM OF 301ST D ACTUAL GEPM R1003.19 Chimney fireblocking. All spaces between chimneys and floors and ceilings through which chimneys pass shall be fireblocked with noncombustible material securely fastened in place. The fireblocking of spaces between chimneys and wood joists, beams or headers shall be SECTION R807 ATTIC ACCESS R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or more. self-supporting or be placed on strips of metal or metal lath laid across the spaces between combustible material and the chimney. nin shall not be less than 22 inches b 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily accessible location. A 30 inch (762 mm) minimum unobstructed headroom in the attic R1003.20 Chimne crickets. Chimne s shall be rovided with crickets when the dimension arallel to the rid eline is renter than 30 inches 762 mm and does not intersect the rid eline. The intersection of the cricket and the chimne shall be flashed and counterflashed in the same The rough framed ape g Y space shall be provided at some point above the access opening. See Section M1 305.1.3 for access requirements where mechanical equipment is located in attics. y y P P 9 9 ( 9 SECTION R808 INSLiLATION CLEARANCE manner as normo) roof-chimney intersections. Crickets shall be constructed in compliance with Figure R1003.20 and Table R1003.20. y R808.1 Combustible insulation. Combustible insulation shall be separated a minimum of 3 inches (76 mm) from recessed luminaires, fan motors and other heat-producing devices. TABLE R1003.20 CRICKET DIMENSIONS Exception: Where heat-producing devices are listed for lesser clearances, combustible insulation complying with the listing requirements shall be separated in accordance with the conditions stipulated in the listing. ROOF SLOPE H Recessed luminaires installed in the building thermal envelope shall meet the requirements of Section N1 102.4.3. 12 - 12 1/2 of W FLUELlNER CHAPTER 9 - ROOF ASSEMBLIES 8 - 12 1/3 of W 6 - 12 1/4ofW 0 _z R902.1 Roofing covering materials. Roofs shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in areas designated by law as requiring their use or when the edge of the roof is 4 - 12 1/6 of W _O less than 3 feet (914 mm) from a property line. Classes A, B and C roofing required to be listed by this section shall be tested in accordance with UL 790 or ASTM E 108. Roof assemblies with coverings of brick, masonry, slate, clay or 3 - 12 1/8 of W concrete roof tile, exposed concrete roof deck, ferrous or copper shingles or sheets, and metal sheets and shingles, shall be considered Class A roof coverings. �''"� � SECTION R903 WEATHER PROTECTION I W R903.1 General. Roof decks shall be covered with approved roof coverings secured to the building or structure in accordance with the provisions of this chapter. Roof assemblies shall be designed and installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. Fi 1 IN.MIN. R903.2 Flashing. Flashings shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations l A1RluPACE through the roof plane. ^-�^-'"°' R903.2.1 Locations, Flashings shall be installed at wall and roof intersections, wherever there is a change in roof slope or direction and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness FLUE of not less than 0.019 inch (0.5 mm) (No. 26 galvanized sheet). LINING R903.3 Coping. Parapet walls shall be properly coped with noncombustible, weatherproof materials of a width no less than the thickness of the parapet wall. COMBUSYBLESHEA R903.4 Roof drainage. Unless roofs are sloped to drain over roof edges, roof drains shall be installed at each low point of the roof. Where required for roof drainage, scuppers shall be placed level with the roof surface in a wall or parapet. COMBUSTIBLE E LININN The scupper shall be located as determined by the roof slope and contributing roof area. 12 IN.FROM FLUE LiNINQ R903.4.1 Overflow drains and scuppers. Where roof drains are required, overflow drains having the same size as the roof drains shall be installed with the inlet flow line located 2 inches (51 mm) above the low point of the roof, or overflow scuppers having three times the size of the roof drains and having a minimum opening height of 4 inches (102 mm) shall be installed in the adjacent parapet walls with the inlet flow located 2 inches (51 mm) above the low point of the roof served. The installation and sizing of overflow drains, leaders and conductors shall comply with the Plumbing Code of New York State. AOaF LINE Overflow drains shall discharge to an approved location and shall not be connected to roof drain lines. SECTION R905 RECUIREMENTS FOR ROOF COVERINGS 1 IN.CLEARANCE(AIR SPACE) R905.1 Roof covering application. Roof coverings shall be applied in accordance with the applicable provisions of this section and the manufacturer's installation instructions. Unless otherwise specified in this section, roof coverings shall be 0 COMBUSTIBLE SHEATHING installed to resist the component and cladding loads specified in Table R301.2(2), adjusted for height and exposure in accordance with Table R301.2(3). YV R905.2 Asphalt shingles. The installation of asphalt shingles shall comply with the provisions of this section. R905.2.1 Sheathincl requirements. Asphalt shingles shall be fastened to solidly sheathed decks. R905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double underlayment application is required in accordance with Section R905.2.7. CHAPTER 11 - ENERGY EFFICIENCY R905.2.3 Underlayrnent. Unless otherwise noted, required underlayment shall conform to ASTM D 226 Type I, ASTM D 4869 Type I, or ASTM D 6757. ireplaces. ig - it ing non-combustible fireplace doors to control infiltration losses shall be installed on fireplace openings as provided herein: Self-adhering polymer modified bitumen sheet shall comply with ASTM D 1970. 1. Masonry fireplaces or fireplace units designed to allow an open burn. R905.2.4 Asphalt shingles. Asphalt shingles shall have self-seal strips or be interlocking, and comply with ASTM D 225 or D 3462. 2. Decorative appliances (ANSI Standard Z21.60 gas-log style unit) installed in vented solid fuel fireplaces. # a a a R905.2.7 Underla nent a lication. For roof slopes from two units vertical in 12 units horizontal (17-percent slope), up to four units vertical in 12 units horizontal (33-percent slope), underlayment sholl be two layers applied in the following 3. Vented decorative gas fireplace appliances (ANSI Standard Z21.50 unit). Yr PP 'n ccessive - rl ent verla i su - h ets of unde a o 914 mm s e i with a sourc f cam ustion air as re uired b the fire lace construction rovisions of this code. -inch 483 mm stri of underla ent felt arallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36 inch wide ( ) yin PP 9 Fireplaces shall be pray ded e o b q y p p manner. Apply a 19 ( ) F Ym P es of four units vertical in 12 units horizontal 33- ercent slope) di ions alterations or renovations. Additions alterations or renovations to an existin buildin buildin s stem or ortion thereof shall conform to the rovisions of this cha ter as the relate to new construction without re uirin the unaltered ortion s of the existin buildin W. f stened sufficient) to hold in lace. Distortions in the underlayment shall not interfere with the ability of the shingles to seal. For roof sop ( P N1101.3.1 Ad t g g, g y p p p y q g p ( ) g g sheets 19 inches (483 mm), and a Y P ve and la ed 2 inches 51 mm , fastened sufficient) to hold in place. Distortions or buildin s tem to coin I with this chapter. An addition shall be deemed to comply with this chapter if the addition alone complies or if the existing building and addition comply with this chapter as a single building. Additions, alterations, or renovations shall not create an unsafe or !11 U1 or greater, underlayment shall be one laver applied in the following manner. Underloyment shall be applied shingle fashion, parallel to and starting from the ea pp ( ) Y 9 Ys P Y in the underlayment shall not interfere with the ability of the shingles to seal. End laps shall be offset by 6 feet (1829 mm). hazardous condition or overload existing building systems. < R905.2.7.1 Ice barrier. In areas where there has been a history of ice forming along the eaves causing a backup of water as designated in Table R301.2(1), an ice barrier that consists of a least two layers of underlayment cemented Exception: The following need not comply provided the energy use of the building is not increased: � 4 together or of a self-adhering polymer nodified bitumen sheet, shall be used in lieu of normal underlayment and extend from the lowest edges of all roof surfaces to a point at least 24 inches (610 mm) inside the exterior wall line of the 1. Storm windows installed over existing fenestration. 2. Glass only replacements in an existing sash and frame, provided the U-factor and the solar heat gain coefficient (SHGC) will be equal to or lower than before the glass replacement. Z 0 building. 3. Alterations, renovations or repairs to roof/ceiling, wall or floor cavities which are insulated to full depth with insulation having a minimal nominal value of R-3.0/inch. f-- Exception: Detached accessory structures that contain no conditioned floor area. 4. Alterations, renovations or re airs to walls and floors, where the existin structure is without framin cavities and no new framin cavities are created. � R905.2.8.2 Valleys. Valley linings shall be installed in accordance with the manufacturers installation instructions before applying shingles. Valley linings of the following types shall 2. permitted: 5. Reroofing where neither the heathing nor the insulation is exposed. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be insulated either above or below the sheathing. 0 lull r en valle valle linin ex osed lined with metal, the valley lining shall be at least 24 inches (610 mm) wide and of any of the corrosion-resistant metals in Table R905.2.8.2. 6. Re lacement of existin doors that se arate conditioned s ace from the exterior shall not re uire the installation of a vestibule or revolvin door, provided, however, that an existing vestibule that separates a conditioned space from the exterior shall not be removed. u' t-- 1. Fo op y ( y 9 P ) 'm m of 36 P 9 P p 9 9 la er a mini u 2. For open valleys, valley lining of two plies of mineral surfaced roll roofing, complying with ASTM D 3909 or ASTM D 6380 Class M, shall be permitted. The bottom layer shall be 18 inches (457mm) and the top y 7. An alterations that replaces less than 50 percent of the luminaires in a space, provided that such alteration does not increase the installed interior lighting power. � � inches (914 mm) wide. ' h' xi in I min it in r vi h h I r i n i re a the installed interior li htin ower. 3. For closed valla valla covered with shingles), valley lining of one ply of smooth roll roofing complying with ASTM D 6380 Class S Type III, Class M Type II, or ASTM D 3909 and at least 36 inches wide (914 mm) or valley lining as 8. An alteration that replaces only the bulb and ballast wit in the a st g u a es a space, p o ded t at suc ate at o does not nc as g g p N1102.4 Air leakage (Mandatory). � � _, (nd 2 above shall be ermitted. S ecialt underla ment complying with ASTM D 1970 may be used in lieu of the lining material. N1102.4.1 Building thermal envelope. The budding thermal er ,elece shall be durably sealed to limit infiltration. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. The following shall be caulked, gasketed, weather stripped or otherwise sealed � 'Q >_ described in Item_ a p P Y Y R905.2.8.3 Crickets and saddles. A cricket or saddle shall be installed on the ridge side of any chimney or penetration more than 30 inches (762 mm) wide as measured perpendicular to the slope. Cricket or saddle coverings shall be sheet with an air barrier material, suitable film or solid material. metal or of the same material as the roof covering. 1. All joints, seams and penetrations. Z W D R905.2.8.4 Sidewall flashing. Flashing against a vertical sidewall shall be by the step-flashing method. 2. Site-built windows, doors and skylights. R905.2.8.5 Other flashing. Flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied according to the asphalt shingle manufacturer's printed instructions. 3. Openings between window and door assemblies and their respective jambs and framing. U Z Z 907.1 Reroofing. Dwellings undergoing the re-covering or replacing of an existing roof covering shall comply with the requirements of Appendix J Section AJ 502.4. 4. Utility penetrations. AJ502.4 Reroofing. Where alteration work includes recovering or replacing an existing roof covering, the provisions of this section shall apply. 5. Dropped ceilings or chases adjacent to the thermal envelope. J502.4.1 General. Materials and methods of application used for recovering or replacing an existing roof covering shall comply with the requirements of Chapter 9 6. Knee walls. O J Z Exception: Reroofing shall not be required to meet the minimum design slope requirement of one-quarter unit vertical in 12 units horizontal (2 percent slope) in Section R905 for roofs that provide positive roof drainage. 7, Walls and ceilings separating the garage from conditioned spaces. N J502.4.2 Structural and construction loads. The structural roof components shall be capable of supporting the roof covering system and the material and equipment loads that will be encountered during installation of the roof covering 8. Behind tubs and showers el exterior wvalls. Z ill system. 9. Common walls between dwelling units. � � 'Q J502.4.3 Recovering versus replacement. New roof coverings shall not be installed without first removing existing roof coverings where any of the following conditions occur: 10. Attic access openings. } - (L 1. Where the existing roof or roof covering is water-soaked or has deteriorated to the point that the existing roof or roof covering is not adequate as a base for additional roofing. 11. Rim joists junctions. 12. Sill lates and headers. Foam lastic s ro foam insulation shall be ermitted to be s ro o lied to a sill late, header, and the rim oists without the thermal barrier as s ecified in the Re;identiol Code of Naw 1'orA State, Section 314.4 subject to all of the followin Q !ll ll1 2. Where the existing roof covering is wood shake or shingle, slate, clay, cement or asbestos-cement tile. P P ( p Y ) P P Y PP P j P 3. Where the existing roof has two or more applications of any type of roof covering. a. The maximum thickness of the foam plastic shall be 31/4 inches (83 mm). J 9• N u W 4. For asphalt shingles, when the building is located in an area subject to moderate or severe hail exposure according to Figure R903.5. b. The density of the foam plastic shall be in the range of 0.5 to 2.0 pounds per cubic foot (24 to 32 kg/m3). F- W a Exceptions: c. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance with ASTM E 84. 1. Complete and :separate roofing systems, such as standing-seam metal roof systems, that are designed to transmit the roof loads directly to the building's structural system and that do not rely on existing roofs and roof coverings for 13. Other sources of infiltration. support shall not require the removal of existing roof coverings. 2. Installation of metal panel, metal shingle, and concrete and clay tile roof coverings over existing wood shake or shingle roofs shall be permitted when the application is in accordance with Section J502.4.4. TABLE N1102.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA 3. Thea lication of new protective coating over existing spray polyurethane foam roofing systems shall be permitted without tear-off of existing roof coverings. COMPONENTCRITERIA PP p 9 Air barrier and thermal barrier Exterior tlhermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing J502.4.4 Roof recovering. Where the application of a new roof covering over wood shingle or shake roofs creates a combustible concealed s ace, the entire existin surface shall be covered with gypsum board, mineral fiber, or glass i er securely fastened in place. material. Air-permeable insulation is inside of an air barrier. J502.4.5 Reinstallation of materials. Existing slate, clay or cement tile shall be permitted for reinstallation, except that damaged, cracked or broken slate or tile shall not be reinstalled. Existing vent flashing, metal edgings, drain outlets, collars and metal counterflashin s shall not be reinstalled where rusted, damn ed or deteriorated. A re ate surfacin materials shall not be reinstalled. Ceiling/attic Air barrier in any dropped ceiling lsoffit is substantially aligned with insulation and any gaps are sealed. g g gg g g Attic access (except unvented attic), knee wall door, or drop down stair is sealed. J502.4.6 Flashings. Flashings shall be reconstructed in accordance with approved manufacturer's installation instructions. Metal flashing to which bituminous materials are to be adhered shall be primed prior to installation WaIlsCorners and headers are insulated.Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. ' � Floors (including above-garage and contilevered floors) Insulation is installed to maintain permanent contact with underside of subfloor decking. Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented r--1 CHAPTER 10 - CHIMNEYS AND FIREPLACES crawl spaces is covered with Class I vapor retarder with overlapping joints taped. ION 1003 MASONRY CHIMNEYS and reinforced as re uired in this cha ter. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided n � sonr chimne is a chimne constructed of concrete or masonr , hereinafter referred to as masonry. Masonry chimneys shall be constructed, anchored, supported q p .n r r it i ht IC rated n sealed to dr all. Exce tion-fixtures in conditioned s ace. Plumbin and wirin Insulation is laced between outside and i es.Bott insulation is cut to fit around wirin and R1003.1 Definition. A ma y y y Y between the arc a and conditioned s aces. Recessed li hti Recessed li ht fixtu es a e a t a d n tructed of concrete or solid masonr at least 12 inches (305 mm) thick and shall extend at least 6 inches (152 mm) beyond the face of the foundation or 9 9 P 9 9 9 9 Yw P P 9 9 P P P s R1003.2 Footings and foundations. Footings for masonry chimneys shall be cos Y plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on exterior walls Air barrier extends behind boxes or air support wall on all sides. Footings shall be founded on natural undisturbed earth or engineered fill below frost depth. In areas not subjected to freezing, footings shall be at least 12 inches (305 mm) below finished grade. sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. U R1003.3 Seismic reinforcing. Masonry or concrete chimneys shall be constructed, anchored, supported and reinforced as required in this chapter. In Seismic Design Category DO, D1 or D2 masonry and concrete chimneys shall be reinforced and W ',J anchored as detailed in Section R1003.3.1, R1003.3.2 and R1003.4. In Seismic Design Category A, B or C, reinforcement and seismic anchorage is not required. SECTION antro SYSTEMS (MANDATORY) F-Li Ot� R1003.3.1 Vertical reinforcing. For chimneys up to 40 inches (1016 mm) wide, four No. 4 continuous vertical bars, anchored in the foundation, shall be placed in the concrete, or between wythes of solid masonry, or within the cells of hollow N1103.1 Controls. At least one thermostct shall be provided for each separate heating and cooling system. O � i� 4 inches 1016 mm wide two N1103.1.1 Each heating and cooling system shall include at least one temperature control device. F- unit masonry, anti grouted in accordance with Section R609.1.1. Grout shall be prevented from bonding with the flue liner so that the flue liner is free to move with thermal expansion. For chimneys more than 0 ( ) N1103.1.2 Programmable thermostat. Each dwellin unit shall have at least one thermostat ca able of automaticall adjustin the s ace tem erature set g g g p g g g y y g p y i g p p point of the lar est heatin or coolin zone and ca able of controllin the heatin and coolin s stem on a dail schedule to maintain � �i � l additional No. 4 vertical bars shall be installed for each additional 40 inches (1016 mm) in width or fraction thereof. different temperature set points at different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'17 (13'C) or up to 85'17 (29'C). The thermostat shall initially be programmed with a heating R1003.3.2 Horizortal reinforcing. Vertical reinforcement shall be placed enclosed within 1/4-inch (6 mm) ties, or other reinforcing of equivalent net cross-sectional area, spaced not to exceed 18 inches (457 mm) on center in concrete, or � r4 Cn laced in the bed joints of unit masonry, at a minimum of every 18 inches (457 mm) of vertical height. Two such ties shall be installed at each bend in the vertical bars, temperature set point no higher thou 70'17 (char and o cooling temperature set point d lower than 78'17 (26'C). � � � ).L( P h I 1 mm above rade exce t where constructed Exception: Thermostats that require manual changeover between heating and cooling modes. �"�1 � R1003.4 Seismic anchorage. Masonry and concrete chimneys and foundations in Seismic Design Category DO, D1 or D2 s a I be anchored at each floor, ceiling or roof line more than 6 feet ( 829 ) g P N1103.1.3 Heat pump supplementary heat. Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ( � � � � completely within the exterior walls. Anchorage shall conform to the requirements in Section R1003.4.1. N1103.2 Ducts. �'/ R1003.4.1 Anchorage. Two 3/16-inch by 1-inch (5 mm by 25 mm) straps shall be embedded a minimum of 12 inches (305 mm) into the chimney. Straps shall be hooked around the outer bars and extend 6 inches (152 mm) beyond the N1103.2.1 Insulation. Supply ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to a minimum of R-6. r D � r~ - bend. Each strap shall be fastened to c minimum of four floor joists with two 1/2-inch (13 mm) bolts. Exception: Ducts or portions thereof located completely inside the building thermal envelope. V J FSI wall thickness from a wall or foundation, nor shall a chimne be corbeled from a wall or foundation that is less than 12 inches (305 mm) N1103.2.2 Sealing. All ducts, air handlers, filter boxes and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M1601.3.1 of the Residential Code of Ncit >_rk Stat. Duct tightness shall be verified by either of the following: R1003.5 Corbelino. Masonry chimneys shall not be corbeled more than one-half of the chimneys Y r^ d"' u II on each side of the wall exce t that on the second story of a two-story dwelling, corbeling of chimneys on the exterior of the enclosing walls may equal the wall thickness. The projection of a single course N1103.2.2.1 Postconstruction test: Leakage to outdoors shall be less than or equal to 8 cfm (226.5 L/min) per 100 ft2 (9.29 m2) of conditioned floor area or a total leakage less than or equal to 12 cfm (12 L/min) per 100 ft2 (9.29 m2) of conditioned floor area when tested at a V J � thick unless it projects eq a y P inches w. I rin the test. shall not exceed one-half the unit height or one-third of the unit bed depth, whichever is less. pressure differential of 0.1 g (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sea ed du g F„� N II r chimne flue linin shall not chane in size or shape within 6 inches (152 mm) above or below where the chimney passes through floor components, ceiling components or roof components. N1103.2.2.2 Rough-in test: Total leakage shall be less than or equal to 6 cfm (169.9 L/min) per 100 ft2 (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the roughed in system, including the manufacturer's air handler enclosure.. R1003.6 Changes in dimension. The chimney wa o y 9 9 R1003.7 Offsets. Where a masonr chimne is constructed with a fireclay flue liner surrounded by one wythe of masonry, the maximum offset shall be such that the centerline of the flue above the offset does not extend beyond the center All register boots shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 4 cfm (113.3 L/min) per 100 ft2 (9.29 m2) of conditioned floor area. Y Y f hall r f the o fset s �""� in n r h im ff i h I i i I rb led masonr cou se o of the chimney wall below the offset. Where the chimney offset is supported by masonry below the offset in an approved ane , t e max um o set lim tations s all not app y. Each and v dun co e y Exception: Duct tightness test is not required if the air handler and all ducts are located within conditioned space. not exceed the projection limitations specified in Section R1003.5. The building duct and plenum system shall meet the requirements above as verified using instruments and procedures specified in ANSI/ASHRAE 152 and ASTM E1554 Test Method A. Tests at other test pressures are permitted to be used if they are converted to equivalent leakage at 25 R1003.8 Additional load. Chimneys shall not support loads other than their own weight unless they are designed and constructed to support the additional load. Construction of masonry chimneys as part of the masonry walls or reinforced pascals (Pa) of pressure, and such equivalence is demonstrated to the satisfaction of the code enforcement official. The test shall be conducted by a qualified person, who shall demonstrate competence to the satisfaction of the code enforcement official for the conduct of such tests. For O concrete walls of the building shall be permitted. where the chimne passes through the purpose of this section CFM25 shall mean the leakage from all ducts and plenums in cubic feet per minute measured at 25 pascals of pressure in accordance with ANSI/ASHRAE 152 or ASTM E1554. Test results shall be provided to the code enforcement official and shall include: � R1003.9 Termination. Chimneys shall extend at least 2 feet (610 mm) higher than any portion of a building within 10 feet (3048 mm), but shall not be less than 3 feet (914 mm) above the highest point y 1. Name and place of business of the tester; the roof. 2. Address of the building which was tested; R1003.9.1 Spark arrestors. Where a spark arrestor is installed on a masonry chimney, the spark arrestor shall meet all of the following requirements: 3. Conditioned floor area of dwelling, callculated in accordance with ANSI Z65, except that conditioned floor area shall include areas where the ceiling height is less than 5 feet (1524 mm); 1. The net free area of the arrestor shall not be less than four times the net free area of the outlet of the chimney flue it serves. 2. The arrestor screen shall have heat and corrosion resistance equivalent to 19-gage galvanized steel or 24-gage stainless steel. 4. Measurement of CFM25; and 3. Openings shall not permit the passage of spheres having a diameter greater than 1/2 inch (13 mm) nor block the passage of spheres having a diameter less than 3/8 inch (10 mm). 5. Certification of accuracy of test resume and signature of tester. N1103.2.3 Building cavities. Building framiing cavities shall not be used as supply ducts. 4. The spark arrestor shall be accessible for cleaning and the screen or chimney cap shall be removable to allow for cleaning of the chimney flue. N1103.3 Mechanical system piping insulation. Mechanical system piping capable of carrying fluids above 105'17 (40'C) or below 55'17 (13'C) shall be insulated to a minimum of R-3. R1003.10 Wall thickness. Masonry chimney walls shall be constructed of solid masonry units or hollow masonry units grouted solid with not less than a 4-inch (102 mm) nominal thickness. N1103.4 Circulating hot water systems. AIII circulating service hot water piping shall be insulated to at least R-2. Circulating hot water systems shall include an automatic or readily accessible manual switch that can turn off the hot water circulating pump when the system is not in use. R1003.10.1 Masonry veneer chimneys. Where masonry is used to veneer a frame chimney, through-flashing and weep holes shall be installed as required by Section R703. in tructions. N1103.5 Mechanical ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R1003.11 Flue lining (material). Masonry chimneys shall be lined. The lining material shall be appropriate for the type of appliance connected, according to the terms of the appliance listing and manufacturer's s N1103.6 Equipment sizing. Heating and cooling equipment shall be sized as specified in Section M1401.3. (ACOA Manual "J"). �Ci� R1003.11.1 Residential-type appliances (general). Flue lining systems shall comply with one of the following: N1103.7 Snow melt system controls. Snowy- and ice-melting systems supplied through energy service to the building shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C) and no precipitation is falling and on automatic or �� g. 1. Clay flue lining complying with the requirements of ASTM C 315 or equivalent. manual control that will allow shutoff when the outdoor temperature is above 40'17 (5'C). V`� �� 2. Listed chimney lining systems complying with UL 1777. N1103.9 Li htin e ui ment. A minimum of 50 ercent of the lams in ermanentl installed li htin fixtures shall be hi h-efficac lam s. ( z 3. Factory-built chimneys or chimney uinits listed for installation within masonry chimneys. g g q P P P P y 9 9 9 y P 4. Other approved materials that will resist corrosion, erosion, softening or cracking from flue gases and condensate at temperatures up to 1,800'17 (982'C). R1003.11.2 Flue linings for specific appliances. Flue linings other than these covered in Section R1003.11.1, intended for use with specific types of appliances, shall comply with Sections R1003.11.3 through R1003.11.6. CHAPTER 12 -14 MECHANICAL _ o z W for as a liances shall be in accordance with h ter 4 v i n r r it m hanical s stem shall conform to the re uirements for a new mechanicals stem without re uirin the existin mechanicals tem to coin I with all of the re uirements of this code. Additions U4 �' R1003.11.3 Gas appliances. Flue lining systems g pp ap M1202.1 Additions, alterations or repairs. Additions, alterations, rano at o s o epa s to a ec y q y q 9 9 Ys P Y 9 R1003.11.4 Pellet fuel-burning appliances. Flue lining and vent systems for use in masonry chimneys with pellet fuel-burning appliances shall be limited to the following: alterations or repairs shall not cause an existing mechanical system to become unsafe, hazardous or overloaded. Minor additions, alterations or repairs to existing mechanical systems shall meet the provisions for new construction, unless such work is done in the same manner and � � O 1. Flue lining systems complying with Section R1003.11.1. 2. Pellet vents listed for installation within masonry chimneys. (See Section R1003.11.6 for marking.) arrangement as was in the existing system, is not hazardous, and is approved. r ved for use with T e L vent shall be limited to the following: SECTION M1305 APPLIANCE ACCESS R1003.11.5 Oil-fired appliances approved for use with Type L vent. Flue lining and vent systems for use in masonry chimneys with oil fired appliances app o YP M1305.1 Appliance access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, � S" 1. Flue lining systems complying with Section R1003.11.1. serviced, repaired or replaced. A level working space at least 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to service on appliance. Installation of room heaters shall be permitted with at least an 18-inch (457 mm) working space. 2. Listed chimney liners complying with UL 641. (See Section R1003.11.6 for marking.) n ntl identified b a label attached to a wall, ceilin or other conspicuous location adjacent to A platform shall not be required for room heaters. R1003.11.6 Notice of usage. When o flue is relined with a material not complying with Section R1003.11.1, the chimney shall be plainly and perms e y y 9 M1305.1.1 Central furnaces. Central furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches (76 mm) along the sides, back and top with a total width of the enclosing space being at least 12 inches (305 mm) wider than the furnace. Furnaces where the connector enters the chimney. The label shall include the following message or equivalent language: having a firebox open to the atmosphere shall have at least a 6-inch (152 mm) working space along the front combustion chamber side. Combustion air openings at the rear or side of the compartment shall comply with the requirements of Chapter 17 H TYPES OF APPLIANCES. Exception: This section shall not apply to replacement appliances installed in existing compartments and alcoves where the working space clearances are in accordance with the equipment or appliance manufacturer's installation instructions. THIS CHIMNEY FLUE IS FOR USE ONLY WITH [TYPE OR CATEGORY OF APPLIANCE] APPLIANCES THAT BURN [TYPE OF FUEL]. DO NOT CONNECT OT ER M1305.1.2 Appliances in rooms. Appliances installed in a compartment, alcove, basement or similar space shall be accessed by an opening or door and an unobstructed passageway measuring not less than 24 inches (610 mm) wide and large enough to allow removal of the largest appliance int not less than 8 inches 203 mm below the lowest inlet or, in the case of fireplaces, from the top of the in the space, provided there is a level service space of not less than 30 inches (762 mm) deep and the height of the appliance, but not less than 30 inches (762 mm), at the front or service side of the appliance with the door open. R1003.12 Clay flue lining (installation). Clay flue liners shall be installed in accordance with ASTM C 1283 and extend from a po ( ) M1305.1.3 Appliances in attics. Attics containing appliances requiring access shall have with an opening and a clear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more smoke chamber to a oint above the enclosing walls. The lining shall be carried up vertically, with a maximum slope no greater than 30 degrees (0.52 rad) from the vertical. P ( ) 9 9 P 9 Y P 9 PP P 9 Y 9 ( ) P N f month on the inside and installed to maintain an air s ace or insulation not to exceed the thickness of the flue liner than 20 feet 6096 mm Ion when measured clan the centerline of the assn ewa from the o enin to thea liance. The ossa ewa shall have continuous solid floorin in accordance with Cha ter 5 not less than 24 inches 610 mm wide. A level service s ace at least 30 inches � Clay flue liners shall be laid in medium-duty refractory mortar conforming ll ASTM li 1rs with tight mortar joints lets p i n in hes 762 mrn wide shall be resent alon oil sides of thea liance where access is re uired. The clear access o enin dimensions shall be a minimum of 20 inches b 30 inches 508 mm b 762 mm , where such dimensions are lar a enou h to allow removal N separating the flue liners from the interior face of the chimney masonry walls. Flue liners shall be supported on all sides. Only enough mortar shall be placed to make the joint and hold the liners in posit o (762 mm) deep and 30 c ( ) p g pp q P 9 Y ( ) Y ) 9 9 R1003.12.1 Listed materials. Listed materials used as flue linings shall be installed in accordance with the terms of their listings and manufacturer's instructions. of the largest appliance. R1003.12.2 Space around lining. The space surrounding a chimney lining system or vent installed within a masonry chimney shall not be used to vent any other appliance. Exceptions: Exce tion: This :>holl not revent the installation of a separate flue lining in accordance with the manufacturers installation instructions. 1. The passageway and level service space are not required where the appliance can be serviced and removed through the required opening. O r ` � P P p 9 Y ( ) 9 ( ) 9 P 9 Y ( ) 9• - U r th n 0 feet 15 250 mm Ion n flue linin s. The masonr w thes shall be at least 4 inches (102 mm) thick and bonded into the walls of the 2. Where the ossa ewa is unobstructed and not less than 6 feet 1829 mm hi h and 22 inches 559 mm wide for its entire len th, the assn ewa shall be not mo e a 5 � Q R1003.13 MUltiple flues. When two or more flues are located in the same chimney, masonry wythes shall be built between adjace t g Y Y M1305.1.3.1 Electrical re uirements. A luminaire controlled b a switch located at the re uired assn ewa o enin and a rete tacle outlet shall be installed at or near thea liance location in accordance with Cha ter 38 Z � chimney. q y q P 9 Y P 9 P PP P n flue linin s shall be eta eyed at least 4 inches 102 mm). M1305.1.4 Appliances under floors. Underfloor spaces containing appliances requiring access shall have an unobstructed passageway large enough to remove the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide, nor more than 20 feet (6096 mm)) Exce tion: When ventin only one appliance, two flues may adjoin each other in the same chimney with only the flue lining separation between them. The joints of the adjace t g g9 P 9 P PP 9 9 9 P 9 Y P 9 PP P ( ) P ( ) P Pp P P 9 Y 0 w T les R1003.14 1 and R1003.14 2 The sizin of a chimney flue to which multi lea liance ventin Ion when measured clan the centerline: of the ossa ewa from the o enin to thea liance. A level service s ace at least 30 inches 762 mm dee and 30 inches 762 mm wide shall be resent at the front or service side of thea liance. If the de th of the ossa ewa or the syste s Flue area (appliance). Chimney flues shall not be smaller in area than that of the area of the connector from the appliance [see ab ( ) ( )] 9 Q O s terns are connected shall be in accordance with Section M1805.3. service space exceeds 12 inches (305 mm) below the adjoining grade, the walls of the passageway shall be lined with concrete or masonry extending 4 inches (102 mm) above the adjoining grade in accordance with Chapter 4 The rough-framed access opening dimensions shall be a � - Q Ys h v h lar est a liance. R1003.18 Chimney clearances. Any portion of a masonry chimney located in the interior of the building or within the exterior wall of the building shall have a minimum air space clearance to combustibles of 2 inches (51 mm). Chimneys minimum of 22 inches by 30 inches (559 mm by 762 mm), where the dimensions are large enoug to remo e t e g pp (1 located entirely outside the exterior walls of the building, including chimneys that pass through the soffit or cornice, shall have a minimum air space clearance of 1 inch (25 mm). The air space shall not be filled, except to provide fire Exceptions: blocking in accordance with Section R1003.19. 1. The passageway is not required where the level service space is present when the access is open, and the appliance can be serviced and removed through the required opening. _ W Exce tions: 2. Where the passageway is unobstructed and not less than 6 feet high (1929 mm) and 22 inches wide for its entire length, the passageway shall not be limited in length. ' p t -4 fl/ Z W P pP PP 9 Y PP PP 9 1 9 9 PP P ( ) d-IL1 L� -q Z 1. Masonry chimneys equipped with a chimney lining system listed and labeled for use in chimneys in contact with combustibles in accordance with UL 1777 and installed in accordance with the manufacturer's installation instructions are M1305.1.4.1 Ground clearance. A liances su orted from the round shall be level and firm) su orted on a concrete slab or other a roved material extendin above the ad'oinin round. A liances sus ended from the floor shall have a clearance of not less than 6 inches 152 mm from permitted to have combustible material in contact with their exterior surfaces. the ground. (1 O � h II n t be in contact with the masonr or concrete wall less than 12 inches (305 mm) from the inside surface of the nearest flue M1305.1.4.2 Excavations. Excavations for appliance installations shall extend to a depth of 6 inches (152 mm) below the appliance and 12 inches (305 mm) on all sides, except that the control side shall hove a clearance of 30 inches (762 mm), l_1 li When masonri chimneys are constructed as part of masonry or concrete walls, combustible materials s a o y ® 0 linin M1305.1.4.3 Electrical requirements. A lunninaire controlled by a switch located at the required passageway opening and a receptacle outlet shall be installed at or near the appliance location in accordance with Chapter 38 � � Z � 9 h lin I i h m nuf rer' 'nstalla ion instructions. h e es of sheathin materials such as wood sidin and floorin , shall be permitted to abut the masonry chimney side walls, in accordance with Figure R1003.18, provided such combustible trim or M1306.1 Appliance clearance. Appliances :shall be installed with the clearances from unprotected combustible materials as indicated on t e app a ce lobe and n t e a actu s i t 3. Exposed comt�ustible trim and t o dg g 9 9 n/ h 5 mm from the inside surface of the nearest flue linin . Combustible material and trim shall not overlap the corners of the chimney by more than 1 inch (25 mm). M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) above the floor in garages. For the purpose of this section, rooms or spaces that are not part of the living space of a dwelling 1- 0 sheathing is a minimum of 12 int es (30 ) 9 unit and that communicate with a privaite garage through openings shall be considered to be part of the garage. p p t � � � � M1307.3.1 Protection from impact. Appliances located in a garage or carport shall be protected from impact by automobiles. L 1 M1402.3 Combustion air. Combustion air shall be supplied in accordance with Chapter 17 . Combustion air openings shall be unobstructed for a distance of not less than 6 inches (152 mm) in front of the openings. (l O LL � � (� M1411.3 Condensate disposal. Condensate from all cooling coils or evaporators shall be conveyed from the drain pan outlet to an approved disposal area outdoors. Condensate shall not discharge into a street, alley or other areas where it would cause a nuisance. 1 - Q W M1411.3.1 Auxiliary and secondary drain systems. In addition to the requirements of Section M1411.3, a secondary drain or auxiliary drain pan shall be required for each cooling or evaporator coil where damage to any building components will occur as a result of overflow from the equipmenit (3 }- W � I-- drain pan or stoppage in the condensate drain piping. Such piping shall maintain a minimum horizontal slope in the direction of discharge of not less than 1/8 unit vertical in 12 units horizontal (1-percent slope). Drain piping shall be a minimum of 3/4-inch (19 mm) nominal pipe size. ('� 0 One of the following methods shall be used: 1. An auxiliary drain pan with a separate drain shall be installed under the coils on which condensation will occur. The auxiliary pan drain shall discharge to a conspicuous point of disposal to alert occupants in the event of a stoppage of the primary drain. The pan shall have a minimum (! 1 ~ N depth of 1.5 inches (38 mm), shall not be less than 3 inches (76 mm) larger than the unit or the coil dimensions in width and length and shall be constructed of corrosion-resistant material. Metallic pans shall have a minimum thickness of not less than 0.0276-inch (0.7 mm) galvaniz:ed (1 O -q sheet metal. Nonmetallic pans shall have a minimum thickness of not less than 0.0625 inch (1.6 mm). 2. A separate overflow drain line shall be connected to the drain pan provided with the equipment. This overflow drain shall discharge to a conspicuous point of disposal to alert occupants in the event of a stoppage of the primary drain. The overflow drain line shall connect to the drain i_- LU pan at a higher level than the primary drain connection. J 3. An auxiliary drain pan without a separate drain line shall be installed under the coils on which condensate will occur. This pan shall be equipped with a water level detection device conforming to UL 508 that will shut off the equipment served prior to overflow of the pan. The auxiliary U drain pan shall be constructed in accordance with Item 1 of this section. 0 4. A water level detection device conforming to UL 508 shall be provided that will shut off the equipment served in the event that the primary drain is blocked. The device shall be installed in the primary drain line, the overflow drain line or the equipment-supplied drain pan, located at oa point higher than the primary drain line connection and below the overflow rim of such pan DUJCs e FIGURE E3801.2 GENERAL USE RECEPTACLE DIS-RIIPUTION CHAPTER 15 -- EXHAUST SYSTEMS Outdow discharge. a Fir removed by every mechanical exhaust system shall be discharged to the outdoors. Air shall not be exhausted into an attic, soffit, ridge vent or crawl space. E3801.2.1 Spacing. Receptacles shall be installed w that no point measured horizontally along the floor line in any wolf space is more than 6 feet (1829 mm from a receptacle outlet. Z E3801.2.2 Well space. As used in this section, a wall space shall include the following: M'502.1 General. Dryer exhaust systems shall be independent of all other systems, and shall convey the moisture to the outdoors. 1. Any space that is 2 feet (610 mm) or more in width, including space measured around corners, and that is unbroken along the floor line by doorways, fireplaces and similar openings. N Exception: This section shall not apply to listed and labeled condensing (ductless) clothes dryers. M1502.2 Duct termination. Exhaust ducts shall terminate on the outside of the building. Exhaust duct terminations shall be in accordance with the dryer manufacturer's installation instructions. Exhaust ducts shall terminate not less than 3 feet (914 mm) in any direction from openings 2. The space occupied by fixed panels in exterior walls, excluding sliding panels. 3. The space created by fixed room dividers such as railings and freestanding bar-type counters. W into buildings. Exhaust duct terminations shall be equipped with o backdraft damper. Screens shall not be installed at the duct termination. E3801.2.3 Floor receptacles. Receptacle outlets in floors shall not be counted as port of the required number of receptacle outlets except where located within 18 inches (457 mm) of the wall. [y/ SECTION M1b02 CLOTHES DRYER EXHAUST E3801.3 Small appliance receptacles. In the kitchen, pantry, breakfast room, dining room, or similar area of a dwelling unit, the two or more 20-ampere small-appliance branch circuits required by Section E3603.2, shall serve all wall and floor receptacle outlets covered by Sections M1502.1 General. Dryer exhaust systems shall be independent of all other systems, and shall convey the moisture to the outdoors. E3801.2 and E3801.4 and those receptacle outlets provided for refrigeration appliances. Exception: This section shall not apply to listed and labeled condensing (ductless) clothes dryers. shall t M1502.2 Duct termination. Exhaust ducts shall terminate on the outside of the building. Exhaust duct terminations shall be in accordance with the dryer manufacturer's installation instructions. Exhaust ducts saerminate not less than 3 feet (914 mm) in any direction from openings Exceptions: into buildings. Exhaust duct terminations shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. 1. In addition to the required receptacles specified by Sections E3801.1 and E3801.2, switched receptacles supplied from ageneral-purpose branch circuit as defined in Section E3803.2, Exception 1 shall be permitted. 9 2. The receptacle outlet for refrigeration oppliances shall be permitted to be supplied from on individual branch circuit rated at 15 amperes or greater. M1502.3 Duct size. The diameter of the exhaust duct shall be as required by the clothes dryers listing and the manufacturers installation instructions. M1502.4 Transition ducts. Transition ducts shall not be concealed within construction. Flexible transition ducts used to connect the dryer to the exhaust duct system shall be limited to single lengths, not to exceed 8 feet (2438 mm) and shall be listed and labeled in accordance with E3801.3.1 Other outlets prohibited. The two or more small-appliance branch circuits specified in Section E3801.3 shall serve no other outlets. UL 2158A. M1502.5 Duct construction. Exhaust ducts shall be constructed of minimum 0.016-inch-thick (0.4 mm) rigid metal ducts, having smooth interior surfaces with joints running in the direction of air flow. Exhaust ducts shall not be connected with sheet-metal screws or fastening means Exceptions: which extend into the duct. 1. A receptacle installed solely for the electrical supply to and support of an electric clock in any of the rooms specified in Section E3801.3. M15exceed 25 feet 7620 mm from the dryer location to the wall or roof termination. The maximum length of the duct shall be reduced 2.5 feet (762 mm) for each 45-degree (0.8 rad) bend and 5 2. Receptacles installed to provide ower for supplemental equipment and li lighting on as-fired ranges, ovens, and counter-mounted cooking units. feet (16 Duct length. The maximum length o a clothes dryer exhaust duct shall note ( ) p P P PPg 9 g 9 9 include the transition duct. E3801.3.2 Limitations. Receptacles installed in o kitchen to serve countertop surfaces shall be supplied by not less than two smolt-appliance brunch circuits, either or both of which shall also be permitted to supply receptacle outlets in the some kitchen and in other rooms specified feet (1524 nim) for each 90-degree (1.6 rad) bend. The maximum length of the exhaust duct does not in Section E3801.3. Additional small-appliance branch circuits shall be permitted to supply receptacle outlets in the kitchen and other rooms specified in Section E3801.3. A small-appliance branch circuit shall not serve more than one kitchen. Exceptions: are provided to the building official, the maximum length of the exhaust duct, including any transition duct, shot) be permitted to be in E3801.4 Countertop receptacles. In kitchens pantries, breakfast rooms, dining rooms and similar areas of dwelling units, receptacle outlets for countertop spaces shall be installed in accordance with Sections E3801.4.1 through E3801.4.5 (see Figure E3801.4). Where a range, a Where the make and model of the clothes dryer to be installed is known and the manufacturers installation instructions for the dryer p 9 counter-mounted cooking unit, or sink is installed in an island or peninsular countertop and the width of the countertop behind the range, counter-mounted cooking unit, or sink is less than 12 inches (305 mm), the range, counter-mounted cooking unit, or sink has divided the accordance with the dryer manufacturer's installation instructions. 2. Where large-radius 45-degree (0.8 rad) and 90-degree (1.6 rad) bends are installed, determination of the equivalent length of clothes dryer exhaust duct for each bend by engineering calculation in accordance with the ASHRAE Fundamentals Handbook shall be permitted. countertop space into two separate countertop spaces as defined in Section E3801.4.4. Each separate countertop space shall comply with the applicable requirements of this section. SECTION M1507 MECHANICAL VENTIIATION M1507.1 General. Where toilet rooms and bathrooms are mechanically ventilated, the ventilation equipment shall be installed in accordance with this section. M1507.2 Recirculation of air. Exhaust air from bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. Itu M1507.3 Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M1507.3. 2� TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS ++� '�1 _ 7 AREA TO BE VENTILATED VENTILATION RATES �� ---i0» 'r1� r2 � 1 f - � ~ .r. Q() Kitchens 100 cfm intermittent or 25 cfm continuous Bathrooms-Toilet RoomsMechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous CHAPTER 18 - CHIMNEYS AND VENTS � .. I ,,. . L-------J I- - - I "I 1b 8 a 6 ON 0 N R L � � � aaa G1801.1 Venting required. Fuel-burning appliances shall be vented to the outdoors in accordance with their listing and label and manufacturer's installation instructions except appliances listed and labeled for unvented use. Venting systems shall consist of approved chimneys or vents, (may """*"^ �" "�0 # or venting assemblies that are integral parts of labeled appliances. Gas-fired appliances shall be vented in accordance with Chapter 24 +' ? e � r1� � � t G1801.2 Draft requirements. A venting system shall satisfy the draft requirements of the appliance in accordance with the manufacturer's installation instructions, and shall be constructed and installed to develop a positive flow to convey combustion products to the outside t:I atmosphere. G1801.3 Exist ng chimneys and vents. Where an appliance is permanently disconnected from an existing chimney or vent, or where an appliance is connected to an existing chimney or vent during the process of a new installation, the chimney or vent shall comply with Sections M1601.3.1 through M1801.3.4. t• 111 I I / : 61801.3.1 Size. The chimney or vent shall be resized as necessary to control flue gas condensation in the interior of the chimney or vent and to provide the appliance, or appliances served, with the required draft. For the venting of oil-fired appliances to masonry chimneys, the � resizing shall be done in accordance with NFPA 31. FIXED r Q Q G1801.3.2 Flue passageways. The flue gas passageway shall be free of obstructions and combustible deposits and shall be cleaned if previously used for venting asolid- or liquid-fuel-burning appliance or fireplace. The flue liner, chimney inner wall or vent inner wall shall be continuous and free of cracks, gaps, perforations, or other damage or deterioration that would allow the escape of combustion products, including gases, moisture and creosote. FLOOR RECEPTACLE �r .q O G1801.3.3 Cleanout. Masonry chimneys shall be provided with a cleanout opening complying with Section R1001.14. z G1801.3.4 Clearances. Chimneys and vents shall hove airspace clearance to combustibles in accordance with this code and the chimney or vent manufacturers installation instructions. V() 0 Exception: Masonry chimneys equipped with a chimney lining system tested and listed for installation in chimneys in contact with combustibles in accordance with UL 1777, and installed in accordance with the manufacturer's instruction, shall not be required to have a clearance F-- between combustible materials and exterior surfaces of the masonry chimney. Noncombustible firestopping shall be provided in accordance with this code. O W G1801.4 Space around lining The space surrounding a flue lining system or other vent installed within a masonry chimney shall not be used to vent any other appliance. This shall not prevent the installation of a separate flue lining in accordance with the manufacturer's installation irk' instructions and this code. 61801.5 Mechanical draft systems. A mechanical draft system shall be used only with appliances listed and labeled for such use. Provisions shall be made to prevent the flow of fuel to the equipment when the draft system is not operating. Forced draft systems and all portions of Q cl) ly U induced draft systems under positive pressure during operation shall be designed and installed to prevent leakage of flue gases into a building. ; _T G1801.6 Direct-vent appliances. Direct-vent appliances shall be installed in accordance with the manufacturers installation instructions. Z- 61801.7 Support. Venting systems shall be adequately supported for the weight of the material used. A G1801.8 Duct penetrations. Chimneys, vents and vent connectors shall not extend into or through supply and return air ducts or plenums. Z L" D G1801.9 Fireblocking. Vent and chimney installations shall be fireblocked in accordance with Section R602.8. FOt G1801.10 Unused openings. Unused openings in any venting system shall be closed or capped. 61801.11 Multiple-appliance venting systems. Two or more listed and labeled appliances connected to a common natural draft venting system shall comply with the following requirements: Z ( Z 1. Appliances that are connected to common venting systems shall be located on the some floor of the dwelling. _ +` Exception: Engineered systems as provided for in Section G2427. 2 ZlI � � 2. Inlets to common venting systems shall be offset such that no portion of an inlet is opposite another inlet. ""'' �' .L O W Z 3. Connectors serving appliances operating under a natural draft shall not be connected to any portion of a mechanical draft system operating under positive pressure. } 61801.12 Multiple solid fuel prohibited. Asolid-fuel-burning appliance or fireplace shall not connect to a chimney passageway venting another appliance. SECTION M18D4 VENTS O � Q Z M1804.1 T L Type of vent required Appliances shall be with a listed and labeled venting forth in Table M1804.1. TABLE M1804.1 VENT SELECTION C HART provided ng system as se � i 0 0 , >q I- U_ VENT TYPESA,PPLIANCE TYPES Type L oil vents Oil-burning appliances listed and labeled for venting with Type L vents Pellet vents Pellet fuel-burning appliances listed and labeled for use with pellet vents W G1804.2 Termination. Vent termination shall comply with Sections M1804.2.1 through M1804.2.6. �. N U w G1804.2.1 Through the roof. Vents passing through a roof shall extend through flashing and terminate in accordance with the manufacturers installation requirements. 00 IF X shrouds. Decorative shrouds shall not be installed at the termination of vents except where the shrouds ore listed and labeled for use with the specific venting system and are installed in accordance with the manufacturer's installation instructions. ~ ILILI ~ 61 804.2.2 Decorative sh o -7 G1804.2.3 Natural draft appliances. Vents for natural draft appliances shall terminate at least 5 feet (1524 mm) above the highest connected appliance outlet, and natural draft gas vents serving wall furnaces shall terminate at an elevation at least 12 feet (3658 mm) above the bottom of the furnace. _T � G1804.2.4 Type L vent. Type L venting systems shall conform to UL 641 and shall terminate with a listed and labeled cap in accordance with the vent manufacturer's installation instructions not less than 2 feet (610 mm) above the roof and not less than 2 feet (610 mm) above any portion of the building within 10 feet (3048 mm). �;I Z- 21 G1804.2.5 Di,ect vent terminations. Vent terminals for direct-vent appliances shall be installed in accordance with the manufacturers installation instructions. E01 G1804.2.6 Mechanical draft systems. Mechanical draft systems shall be installed in accordance with their listing, the manufacturers installation instructions and, except for direct vent appliances, the following requirements: 1. The vent terminal shall be located not less than 3 feet (914 mm) above a forced air inlet located within 10 feet (3048 mm). I [ • 2. The vent terminal shall be located not less than 4 feet (1219 mm) below, 4 feet (1219 mm) horizontally from, or 1 foot (305 mm) above any door, window or gravity air inlet into a dwelling. 00 3. The vent termination point shall not be located closer than 3 feet (914 mm) to an interior corner formed by two walls perpendicular to each other. t O 4. The bottom of the vent terminal shall be located at least 12 inches (305 mm) above finished ground level. Jr • 5. The vent termination shall not be mounted directly above or within 3 feet (914 mm) horizontally of an oil tank vent or gas meter. � � 6. Power exhauster terminations shall be located not less than 10 feet (3048 mm) from lot lines and adjacent buildings. T__- 7. The discharge shall be directed away from the building. �-•] G1804.3 Installation. Type L and pellet vents shall be installed in accordance with the terms of their listing and label and the manufacturer's installation instructions. 6� i �ai ^� A � G1804.3.1 Si>e of single-appliance venting systems. An individual vent for a single appliance shall have a cross-sectional area equal to or greater than the area of the connector to the appliance, but not less than 7 square inches (4515 mm2) except where the vent is an integral 2 2 R s (�� part of a listed and labeled appliance. _. U w�� (Z) CHAPTER 20 - BOILERS AND WATER HEATERS xwk. '; a,:w, 9 W „/ C ION w M2001.1 Installation. In addition to the requirements of this code, the installation of boilers shall conform to the manufacturer's instructions. The manufacturer's rating data, the nameplate and operating instructions of a permanent type shall be attached to the boiler.hBoilers'�hall +1��T� �M . +-'�'--7 -1'" � �"'"'�' �� i O q iL. have all controls set, adjusted and tested by the installer. A complete control diagram together with complete boiler operating instructions shall be furnished by the installer. Solid- and liquid-fuel-burning boilers shall be provided with combustion air as required by Chaptk er O &_� F-{ >"'I N M2001.1.1 Standards. Oil-fired boilers and their control systems shall be listed and labeled in accordance with UL 726. Electric bd"ers and their control systems shall be listed in accordance with UL 834. Boilers shall be designed and constructed in accordance with the requirements of ASME CSD-1 and as applicable, the ASME Boner and Pressure Vessel Code, Sections I and IV. Gas-fired boilers shall conform to the requirements listed in Chapter 24. P--� u M2001.2 Clearance. Boilers shall be installed in accordance with their listing and lobe]. H �-�-i l M2001.3 Valves. Every boiler or modular boiler shall hove a shutoff valve in the supply and return piping. For multiple boiler or multiple modular boiler installations, each boiler or modular boiler shall have individual shutoff valves in the supply and return piping. X Exception: Shutoff valves are not required in a system having a single low-pressure steam boiler. Outlet Within Outlet not required Outlet within w C�SECTION V2005 WATER HEATERS � 24 in, ifX<12 in, 24 in, I �'� I M2005.1 General. Water heaters shall be installed in accordance with the manufacturer's installation instructions and the requirements of this code. Water heaters installed in an attic shall conform to the requirements of Section M1305.1.3. Gas-fired water heaters shall conform to the U �T requirements in Chapter 24. Domestic electric water heaters shall conform to UL 174 or UL 1453. Commercial electric water heaters shall conform to UL 1453. Oiled-fired water heaters shall conform to UL 732. �{ W r"] M2005.2 Prohibited locations. Fuel-fired water heaters shall not be installed in a room used as a storage closet. Water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure so that combustion air will not be taken from the living space. Installation of FIGURE E3801.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE ~ direct-vent water heaters within an enclosure is not required. E3801r^ ^ M2005.2.1 water heater access. Access to water heaters that are located in an attic or underfloor crawl space is permitted to be through a closet located in a sleeping room or bathroom where ventilation of those spaces is in accordance with this code. X greater a Island countertop Spaces. At least one receptacle outlet shall be installed at each island countertop space with a long dimension of 24 inches (610 mm) or V J � 4 � greater and a short dimension of 12 inches (305 mm) or greater. r^ d- M2005 3 Electric water heaters. Electric water heaters shall also be installed in accordance with the applicable provisions of Chapters 33 through 42 E3801.4.3 Peninsular countertop space. At least one receptacle outlet shall be irstalled at each peninsular countertop space with a long dimension of 24 inches (610 mm) lc J Q M2005.4 Supplemental water-heating d;vices. Potable water heating devices that use refrigeront-to-water heat exchangers shall be approved and installed in accordance with the manufacturer's installation instructions. �M2005.5 Waver heaters installed in garages. Water heaters having on ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) above garage floor. or greater and a short dimension Of 12 inches mm) or greater. A peninsular countertop is measured from the connecting edge. E3801.4.4 Separate spaces. Countertop spaces seeparpar ated by range tops, refrigerators, or sinks shall be considered as separate countertop spaces in applying the ~ N requirements of Sections E3801.4.1, E3801.4.2 and E3801.4.3. �:) `__� E3801.4.5 Receptacle outlet location. Receptacle outlets shall be located not more than 20 inches (508 mm) above the countertop. Receptacle outlets shall not be installed in a face-up position in the work surfaces or countertops. Receptacle outlets rendered not readily accessible by appliances fastened in place, appliance garages, sinks or O rangetops as addressed in the exception to Section E3801.4.1, or appliances occupying dedicated space shall not be considered as these required outlets. Exception: Receptacle outlets shall be permitted to be mounted not more than 12 inches (305 mm) below the countertop in construction designed for the physically , 1 � impaired and for island and peninsular countertops where the countertop is flat across its entire surface and there are no means to mount a receptacle within 20 inches f_4 Sink,range or counter-mounted cooking unit extending from face of counter (508 mm) above the countertop, such as in an overhead cabinet. Receptacles mounted below the countertop in accordance with this exception shall not be located where the countertop extends more than 6 inches (152 mm) beyond its support base. E3801.5 Appliance receptacle outlets. Appliance receptacle outlets installed for specific appliances, such as laundry equipment, shall be installed within 6 feet (18129 mm) of CHAPTER 24 - FUEL GAS Outlets not required the intended location of the appliance. SECTION 62439 (614) CLOTHES DRYER EXHAUST Outlet Within 24 in. E3801.6 Bathroom. At least one wall receptacle outlet shall be installed in bathrooms and such outlet shall be located within 36 inches (914 mm) of the outside edge of a exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the building. 62439.1 (614.1) Installation. Clothes dr ors shall b r shall not penetrate or be located within any Fireblocking, draftstopping or any wall, floor/ceiling or other assembly required by this code to be fire-resistance noted, unless such duct is constructed of galvanized if X G 18 in, 62439.2 (611.2) Duct penetrations. Ducts that exhaust clothes dryers p each lavatory basin. The receptacle outlet shall be located on a wall or partition that is adjacent to the lavatory basin location, or installed on the side or face of the f he thickness specified in the mechanical provisions of this code and the fire-resistance rating is maintained in accordance with this code. Fire dampers shall not be installed in clothes dryer exhaust duct systems. steel or aluminum o t p Dryer exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. Ducts shall not be connected or installed with sheet metol basin cabinet not more than 12 inches 305 mm below the countertop. screws (614.4) Exhaust installation.obstruct y Receptacle outlets shall not be installed in a face-up position in the work surfaces or countertops in a bathroom basin location. iC r ws or o�;her fasteners that will obstruct the flow. Clothes dryer exhaust ducts shall not be connected to a vent connector, vent or chimney. Clothes dryer exhaust ducts shall not extend into or through ducts or plenums. sc a hes dryer, an opening having an area of not less than 100 square inches (0.0645 m2) for makeup air shall E3801.7 Outdoor outlets. At least one receptacle outlet that is accessible while standing at grade level and located not more than 6 feet, 6 inches (1981 mm) above .`�iC' be provided ed in Makeup air. Installations exhausting more than provided cfm other approved shall be provided with makeup air. Where a closet is designed for the installation of a clot y p 9 9 X grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside �\ �p be provided in the closet enclosure, E makeup air shall be provided by other approved moons. ( ) of the dwelling unit and that have a usable area of 20 ft2 (1.86 m2) or greater shall have at least one receptacle outlet installed within the perimeter of the balcony, U 62439.5 614.6 Clothes dryer ducts. Exhaust ducts for domestic clothes dryers shall be constructed of metol and shall have a smooth interior finish. The exhaust duct shall be o minimum nominal size of 4 inches 102 mm in diameter. The entire exhaust system shall be supported ( ) Ye and secured in lace. The male end of the duct at overlapped duct joints shall extend in the direction of airflow. Clothes dryer transition ducts used to connect the appliance to the exhaust duct system shall be metal and limited to a single length not to exceed 8 feet (2438 mm) deck, or porch. The receptacle shall be located not more than 6 feet, 6 inches (1981 mm) above the balcony, deck, or porch surface. �� ---1 P and shall be listed and labeled for the application. Transition ducts shall not be concealed within construction. E3801.8 Laundry areas. At least one receptacle outlet shall be installed to serve laundry appliances. Q �•y � Z in length .79 rod) bend _ / 111 G2439.5.1 614.6.1 Maximum length. The maximum length of a clothes dryer exhaust duct shall not exceed 25 feet (7620 mm) from the dryer location to the outlet terminal. The maximum length of the duct shall be reduced 21/2 feet (762 mm) for each 45 degree (0 r ) ( ) E3801.9 Basements and garages. At least one receptacle outlet, in addition to any provided for specific equipment, shall be installed in each basement and in each p 1, (D�. and 5 feet 1524 mm for each 90 degree (1.6 rad) bend. The maximum length of the exhaust duct does not include the transition duct. attached garage, and in each detached garage that is provided with electrical power. Where a portion of the basement is finished into one or more habitable room(s), W �' 1� V Exception: Where the make and model of the clothes dryer to be installed is known and the manufacturers installation instructions for such dryer ore provided to the code official, the maximum length of the exhaust duct, including any transition duct, shall be permitted to be in \ /_J each separate unfinished portion shall have a receptacle outlet installed in accordance with this section. accordance with the dryer manufacturer's installation instructions. E3801.10 Hallways. Hallways of 10 feet (3048 mm) or more in length shall have at least one receptacle outlet. The hall length shall be considered the length measured S G2439.5.2 (514.6.2) Rough-in-required. Where a compartment or space for a clothes dryer is provided, on exhaust duct system shall be installed. J along the centerline of the hall without passing through a doorway. s� O� CHAPTERS :S3 - 39 ELECTRICAL through 42 the dimension of the working space in the direction of access to panelboards and live parts likely to require examination, adjustment, servicing or E3801.11 HVAC outlet. A 125-volt, single-phase, 15- or 20-ampere-rated receptacle outlet shall be installed at an accessible location for the servicing of heating, o� P Workingclearances or ener ized equipment and anelboards. Except as otherwise specified in Chapters 33 - r such arts ore exposed or from the enclosure front or opening where such parts are enclosed. In addition to the 36-inch dimension (914 g p P p P 9 air-conditioning and refrigeration equipment. The rete receptacle shall be located on the same level and within 25 feet 7620 mm of the heating, air-conditioning and maintenance while energized shall be not less than 36 inches (914 mm) in depth. Distances shall be measured from the energized parts where su p p Outlet within 9 9P than 30 inches 762 mm wide in front of the electrical equipment and not less than the width of such equipment. The work space shall be clear and shall extend from the floor or platform to a height of 6.5 feet (1981 mm). In all cases, the g. g mm), the work space shall not be less t ( ) refrigeration equipment. The receptacle outlet shall not be connected to the load side of the HVAC equipment disconnecting means. work space shall allow at least a 90-degree (1.57 rad) opening of equipment doors or hinged panels. Equipment associated with the electrical installation located above or below the electrical equipment shall be permitted to extend not more than 6 inches (152 mm) beyond the front 24 in. Exception: A receptacle outlet shall not be required for the servicing of evaporative coolers. of the electrical equipment. height of 6 feet 1829 mm above the onelboard, or to the structural ceiling, whichever is lower, shall be dedicated to the electrical installation. Piping, SECTION Bathroom GROUND-FAULT AND ARC-FAULT CIRCUIT, 15- RUP E PROTECTION E3305.3 Dedicated panelboard space. The space equal to the width and depth of the panelboard and extending from the floor to a ( ) P I permitted to contain foreign systems, provided that protection is installed to avoid damage to the E3802.1 Bathroom receptacles. All 125-volt, single-phase, 15- and 20-ampere receptacles installed in bathrooms shall have ground-fault Circuit-interrupter protection for ducts, leak protection apparatus and other equipment foreign to the electrical installation shall not be installed in such dedicated space. The area above the dedicated space shall be pe 9 Ys P P personnel. electrical equipment from condensation, leaks and breaks in such foreign systems (see Figure E3305.1). E3802.2 Garage and accessory building receptacles. All 125-volt, single-phase, 15- or 20-ampere receptacles installed in garages and grade-level portions of unfinished Exception: Suspended ceilings with removable panels shall be permitted within the 6-foot (1829 mm) dedicated space. in clothes closets in bathrooms, or over the steps of a stairway. accessory buildings used for storage or work areas shall have ground-fault circuit-interrupter protection for personnel. E3305.4 Location of working spaces arnd equipment. Required working space shall not be designated for storage. Ponelboards and overcurrent protection devices shall not be located Sink,range or counter-mounted cooking unit mounted in comer personnel.E3802.3 Outdoor receptacles. All 125-volt, single-phase, 15- and 20-ampere receptacles installed outdoors shall have ground-fault circuit-interrupter protection for N E3305.5 Access and entrance to working space. Access shalt be provided to the required working space. E3305.6 Illumination. Artificial Illumination shall be provided for all working spaces for service equipment and panelboards installed indoors. E3305.7 Headroom. The minimum headroom for working spaces for service equipment and panelboards shall be 6.5 feet person provided to serve all wall and floor receptacle outlets located in the kitchen, pantry, breakfast area, dining area or similar area of a dwelling. The kitchen countertop receptacles Exception: Receptacles ce covered h Section El spat. tv E3603.2 Kitchen and dining area receptacles. A minimum of two 20-ampere-rated branch circuits shall be p P • 'n area including receptacle outlets for refrigeration appliances. E3802.4 Crawl space receptacles. Where a crawl space is at or below grade level, all 125-volt, single-phase, 15- and 20-ampere receptacles installed in such spaces shall Z _ shall be served by a minimum of two 20-ampere-rated branch circuits, either or both of which shall also be permitted to supply other receptacle outlets in the same kitchen, pantry, breakfast and dining o g p 9 P have ground-fault circuit-interrupter protection for personnel. U Exception: The receptacle outlet for refrigeration appliances shall be permitted to be supplied from an individual branch circuit rated 15 amperes or greater. FIGURE E3801.4000NTERTOPRECEPTACLES E3802.5 Unfinished basement receptacles. All 125-volt, single-phase, 15- and 20-ampere receptacles installed in unfinished basements shall have ground-fault O V E3603.3 Laundry circuit. A minimum of one 20-ampere-rated branch circuit shall be provided for receptacles located in the laundry area and shall serve only receptacle outlets located in the laundry area. 801 41Wall countertop space.A receptacle outlet shall be installed at each wall countertopspace 12 circuit-interru ter protection for personnel. For purposes of this section, unfinished basements are defined as portions or areas of the basement not intended as habitable U I E3603.4 Bathroom branch circuits. A minimum of one 20-ampere branch circuit shall be provided to supply bathroom receptacle outlet(s). Such circuits shall have no other outlets. E3 P P p p P P � Y_ Exception: Where the 20-ampere circuit supplies a single bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied in accordance with Section E3602. inches(305 mm)or wider.Receptacle outlets shall be installed so that no point along the wall line is more than rooms and limited to storage areas, work areas, and the like. -q Z � SECTION E3301 RECEPTACLE OUTLETS r e tocle that is: 24 inches(610 mm),measured horizontally from a receptacle outlet in that space. Exception: A receptacle supplying only o permanently installed fire alarm or burglar alarm system. - ff E3801.1 General. Outlets for receptacles rated at 125 volts, 15- and 20-amperes shall be provided in accordance with Sections E3801.2 through E3801.11. Receptacle outlets required by this section shall be in addition to any ec p E3802.6 Kitchen receptacles. All 125 volt, single-phase, 15 and 20 ampere receptacles that serve countertop surfaces shall have ground fault circuit-interrupter � ^ O � 1. port of a luminaire or appliance Exception:Receptacle outlets shall not be required on a wall directly behind a range,counter-mounted cooking protection for personnel. ci 11-_ 2. located within cabinets or cupboards unit or sink in the installation described in Figure E3901.4.1. E3802.7 Laundry, utility, and bar sink receptacles. All 125-volt, single-phase, 15- and 20-ampere receptacles that are located within 6 feet (1829 mm) of the outside III }_ Q 3. controlled by a wall switch in accordance with Section E3803.2, Exception 1 edge of a laundry, utility or wet bar sink shall have ground-fault circuit-interrupter protection for personnel. Receptacle outlets shall not be installed in a face-up position I_ 4. located over 5.5 feet (1676 mm) above the floor. Permanently installed electric baseboard heaters equipped with factory-installed receptacle outlets, or outlets provided as a separate assembly by the baseboard manufacturer shall be permitted as the required outlet or outlets for the wall space utilized by such permanently installed in the work surfaces or Countertops. E3802.8 Boathouse receptacles. All 125-volt, single-phase, 15- or 20-ampere receptacles installed in boathouses shall have ground-fault circuit-interrupter protection for heaters. Such receptacle outlets shall not be connected to the heater circuits. W W E3801.2 General purpose receptacle distribution. In every kitchen, family room, dining room, living room, parlor, library, den, sun room, bedroom, recreation room, or similar room or area of dwelling units, receptacle outlets shall be installed in accordance with the general provisions personnel. � � Z specified in Sections E3801.2.1 through E3801.2.3 (see Figure E3801.2). E3802.9 Boat hoists. Ground-fault circuit-interrupter protection for personnel shall be provided for 240-volt and less outlets that supply boat hoists. �- /'� E3802.10 Electrically heated floors. Ground-fault circuit-interrupter protection for personnel shall be provided for electrically heated floors in bathrooms, and in ® 1---1 O -i 0 hydromassage bathtub, spa and hot tub locations. E3802.11 Arc-fault circuit-interrupter protection. All branch circuits that supply 120-volt, single-phase, 15- and 20-ampere outlets installed in family rooms, dining rooms, �_ Z -i living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreations rooms, closets, hallways and similar rooms or areas shall be protected by a combination type Z -q f1/ - Q arc-fault circuit interrupter installed to provide protection of the branch circuit. fl � IK V lL Exception: U Z I it) it 1. Where a combination AFCI is installed at the first outlet to provide protection for the remaining portion of the branch circuit, the portion of the branch circuit between () O LL - O Q the branch-circuit overcurrent device and such outlet shall be wired with metal outlet and junction boxes and RMC, IMC, EMT or steel armored cable, Type AC meeting the requirements of Section E3808.8. 2. AFCI protection is not required for a branch circuit supplying only a fire alarm system where the branch circuit is wired with metal outlet and junction boxes and RMC, O F IMC, EMT or steel armored cable Type AC meeting the requirements of Section E3808.8. / ` ^ Z SECTION E3803 LIGHTING OUTLETS V (- E3803.1 General. Lighting outlets shall be provided in accordance with Sections E3803.2 through E3803.4. (1 ,Q E3803.2 Habitable rooms. At least one wall switch-controlled lighting outlet shall be installed in every habitable room and bathroom. l-1 Exceptions: I 0 W 1. In other than kitchens and bathrooms, one or more receptacles controlled by a wall switch shall be considered equivalent to the required lighting outlet. .J 2. Lighting outlets shall be permitted to be controlled by occupancy sensors that are in addition to wall switches, or that are located at a customary wall switch location Q and equipped with a manual override that will allow the sensor to function as a wall switch. V E3803.3 Additional locations. At least one wall-switch-controlled lighting outlet shall be installed in hallways, stairways, attached garages, and detached garages; with N electric power. At least one wall-switch-controlled lighting outlet shall be installed to provide illumination on the exterior side of each outdoor egress door having grade level access, including outdoor egress doors for attached garages and detached garages with electric power. A vehicle door in a garage shall not be considered as an D11,113.0 outdoor egress door. Where one or more lighting outlets are installed for interior stairways, there shall be a wall switch at each floor level and landing level that includes an entryway to control the lighting outlets where the stairway between floor levels has six or more risers. Exception: In hallways, stairways, and at outdoor egress doors, remote, central, or automatic control of lighting shall be permitted. E3803.4 Storage or equipment spaces. In attics, under-floor spaces, utility rooms and basements, at least one lighting outlet shall be installed where these spaces are used for storage or contain equipment requiring servicing. Such lighting outlet shall be controlled by a wall switch or shall have an integral switch. At least onle point of 11 I control shall be at the usual point of entry to these spaces. The lighting outlet shall be provided at or near the equipment requiring servicing. a