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HomeMy WebLinkAbout47820-Z Town of Southold 2/8/2023 y� P.O.Box 1179 o _ 53095 Main Rd y�jo ��'%%p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 824 Date: 2/8/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1615 Hiawathas Path, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-58 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/14/2022 pursuant to which Building Permit No. 47820 dated 5/17/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry and mezzanine/loft with attic storage room to existing single family dwelling as applied for. The certificate is issued to O'Connell, Stephen&Tracey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47820 12/15/2022 PLUMBERS CERTIFICATION DATED 9/1/2022 SteveAkTa hanical Conj Corp 10, Ctor 0 Si nature o�SuFF01jt ' TOWN OF SOUTHOLD BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE o • SOUTHOLD, NY �t BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47820 Date: 5/17/2022 Permission is hereby granted to: Wessels G H Irrev Trust 1615 Hiawathas Path Southold, NY 11971 To: demolish interior of kitchen and bathroom to existing single-family dwelling as applied for. Additional approvals/permits will be required. At premises located at: 1615 Hiawathas Path, Southold SCTM #473889 Sec/Block/Lot# 78.-3-58 Pursuant to application dated 4/14/2022 and approved by the Building Inspector. To expire on 11/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO-ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector pF SO(/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 OIyCQU1Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen O'Connell Address: 1615 Hiawathas Path city:Southold st: NY zip: 11971 Building Permit#: 47820 Section: 78 Block: 3 Lot: 58 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KV Electric License No: 55844ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation Mezz. X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 13 Bath Exhaust Fan 2 Service 3 ph Hot Water G8S GFCI Recpt 4 Wall Fixtures 13 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt30A Emergency Strobe Heat Detectors 1 Disconnect Switches 57 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D Notes: " AS BUILT NO VISUAL DEFECTS " One Story w/ Mezzanine and Unfinished Basement Inspector Signature: Date: December 15, 2022 S.Devlin-Cert Electrical Compliance Form S i SQUr,�o� � Q Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 iDj , BUILDING DEPARTMENT SEP 0 2 2022 TOWN OF SOUTHOLD I BUILDING DEP—, TObIM 0F,0U;r! +1 CERTIFICATION 911/2022 Date: Building Permit No. 7"2e 7 fS gL C) Owner: O'Connell-1615 Hiawathas Path,Southold (Please print) Plumber' Steve Rappa Mechanical Contracting Corp. (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20_d-�A ?iF10u1As Nftry Public.Sute of 7 Suffolk County- No.5004 00"Ission Expires November 236 Notary Public, County `' ho��OF SOGTyO6 - 1 ! 6 2,0 f / EP TOWN OF SOUTHOLD BUI DI G T. 47 631-765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING %STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AX Jl-ov"y JA4 %S 1 DATE INSPECTOR OF SObTy�lo - -- TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [V] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CO�IOLATION [ ] DOE C/O [ ] RENTAL R MARKS: ~� � DATE INSPECTOR AA CA Wok y y 0a n � yCAT w 0 Cr1 `' '* 3 t.A00 CD ZZCD O 00 � CD pFS w � O —° co _ O m e zT ZT Un fl N z s CD �i _� � L2 v _ n 0 `° mom u y 3 zT N � N �o n n+ rPD v y O Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer January 12,2023 Building Department Town of Southold JAN 2 0 2023 Lj 54375 Main Road Southold,NY 11971 SUILDING DEPT TOWW OFSOUTHOLD RE: 1615 Hiawatha's Path To Whom It May Concern, Please note the following concerning this application: • I have inspected the plumbing within the dwelling and find that the work conforms with the NY State code and the approved plans.A system pressure test was witnessed for both the supply and drainage pipes. All piping and fittings were verified to be in compliance with the code. Should you have any questions please do not hesitate to call. Si cerely, CO,���E OF iv��✓ FPEY T. O M Jeffre T. Butler,P.E. w A'9p ?3493 �FSSION?L�� Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer January 12,2023 D tCI� II Building Department JAN 2 20� Town of Southold 54375 Main Road 8UILDINGDTOWN OFSOU��t� Southold,NY 11971 RE: 1615 Hiawatha's Path To Whom It May Concern, Please note the following concerning this application: • I have inspected the insulation of the dwelling and find that the work conforms with the NY State code and the approved plans and the Energy Report on file with this application. Should you have any questions please do not hesitate to call. Oi' NEIV 1- Si"c� ely, EY T. el�� � r/ i'r"l yet} LU 'eff'fey T. Butler,P.E. �4 07349`3 v A9opss0NP Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer January 12,2023 ® JAN 2 0 2023 SUILDIiVG DEPT Building Department TOWNOFSOUTHOLD Town of Southold 54375 Main Road Southold,NY 11971 RE: 1615 Hiawatha's Path To Whom It May Concern, Please note the following concerning this application: • I have inspected the framing and strapping of the dwelling and find that the work conforms with the NY State code and the approved plans. Should you have any questions please do not hesitate to call. �SJn erely, iJE VV J ffr ey . Butler,P.E. {= U r�; LUUj m c- � z 073493 A�OFESSIO�P FIELD INSPECTION REPORT I DATE COMMENTS ■o FOUNDATION (1ST) G y ------------------------------------ C FOUNDATION (2ND) G ROUGH FRAMING& ' PLUMBING y INSULATION PER N.Y. H STATE ENERGY CODE rr -- vJ I +� L� P( pw�I c ,fi� a a( S FINAL Q ADDITIONAL COMMENTS 0 -`l U 2i s- r) od Z 0 15"0 10k), .01 - Ane n dtd- (olaos -W IdHamo ove-r- ,vr4eL- 0im, qz) dle., x b H O z x d b H o�SUFFot,t�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® Illl E PERMIT NO. Building Inspector: P) 12 APR 1 G G2 Applications and forms must.be filled out in their entirety:Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant isnotthe owner,an TOWN OF SOUTHOLD OWner's Authorization form,(Page 2)shall be completed. Date:4-13-22 OWNER(S)OF PROPERTY: Name:Debora Nuguent,As Trustee-George H Weesels Irr.Trust SCTM#1000-78-3-58 Project Address:1615 Hiawathas Path Southold NY 11971 Phone#:203-763-9647 1 Email:dcn'InJ ahoo.com @Y Mailing Address:4 Marsh Pond Lane Monroe CT 06468 CONTACT PERSON: Name:Thomas J McCarthy Real Estate Inc - Thomas J McCarthy Mailing Address:46520 Rte 48 Southold NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:McCarthy Management, Inc. Mailing Address:46520 County Road 48, Southold, NY 11971 Phone#:631-765-5815 EmallgmccarthyAmccarthy@gmailxom DESCRIPTION OF.PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair 8 Demolition Estimated Cost of Project: []Other Demolition of kitchen and bathroom. $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes W No 1 PROPERTY INFORMATION . Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residenfithis property? Dyes 19 No IF YES, PROVIDE A COPY. N Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY.MADE to the Building Department for the issuance of a'Building�Permit pursuant to the Building Zone -Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,•building code, housing code and regulations and to'admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A-misdemeanorpursuant to'Section 210.45 of the New York State Penal Law. Application Submitted By(prin ame :Ruth Love BAuthorized Agent ❑Owner Signature of Applicant: �, CS Date: �a STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Ruth Love being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 444kki—r\,, day of 1+y Pu`,�j A WOARTHY Notary Pubtio.St#t®of New Suffolk County-NOI TY OWNER AUTHORIZATION GWAV �slon ExPlros N*V9MbTMeMt4 applicant is not the owner) see attached authorization -residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Debora Nugent,As Trustee,The George H.Wessels Irr.Trust Print Owner's Name 2 os�FF01/cea, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD H z Town Hall Annex-54375 Main Road - PO Ba1 �9� o � � Southold, New York 11971-0959 y�� - ,a0� Telephone (631) 765-1802 - FAX(631) 765;; 5 SEP 2 7 2022 _ rogerr(a�southoldtownny.4ov seand aa),southoldto nny.4oy,UILDIIv a ur-. T01,V OF.-,..;UTi- APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/2022 Company Name: K.V. ELECTRIC Electrician's Name: KEN VAUGHN License No.: 55844 Elec. email:KVELECTRIC@GMAIL.COM Elec. Phone No: 516-250-5383 ❑I request an email copy of Certificate of Compliance Elec. Address.: 405 CENTRAL DRIVE BOHEMIA NY 11716 JOB SITE INFORMATION (All Information Required) Name: O'CONNELL Address: 1615 HIAWATHAS PATH SOUTHOLD Cross Street: NOKOMIS Phone No.: 631-765=5815 Bldg.Permit#: 47820 email:TMCCARTHY.TMCCARTHY@GMAIL.COM Tax Map District: 1000 Section:78 Block: 3 Lot:58 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 11448 Circle All That Apply: Is job ready for inspection?: YES❑NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ffNO Issued On Temp Information: (All information required) Service Size F11 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals D 1 FJ2 n H Frame F1 Pole Work done on Service? FJY FIN Additional Information: PAYMENT DUE WITH APPLICATION r 150 �O�SOFFO(,1- ®G BUILDING DEPARTMENT!-Electrical Inspector C TOWN OF'SOUTHOLDIPA _ ® Town Hall Arinex- 54375,Main Road -FO Bq 1�179ca � , o _ � Southold, New York 1-1971-0959' ; 'dfjo1 ��o! Telephone;(631') 765-1802 - FAX.(631) 765=9502p: 72022. rogerr(cDsoutholdtownny.gov seand(c�southoldtownny.gov TOa . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 9/27/2022 Company Name: K.V. ELECTRIC Electrician's Name: KEN VAUGHN. License No.: 55844 Elec. email:KVELECTRIC@GMAIL.COM Elec. Phone No: 516-250-5383 ❑1 request an email copy of Certificate of Compliance J , Elec. Address.: 405 CENTRAL DRIVE BOHEMIA NY 11716 JOB SITE INFORMATION (Ail Information Required) Name: O'CONNELL Address: 1615 HIAWATHAS PATH SOUTHOLD Cross Street: NOKOMIS Phone No.: 631-765-5815 Bldg.Permit#: 47820 email:TMCCARTHY.TMCCARTHY@GMAIL.COM Tax Map District: 1000 Section:78 Block: 3 Lot:58 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): '.Square Footage: 1448 Circle All That Apply: Is job ready for inspection?: YES❑NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES YNO Issued On Temp Information: (All information required) Service Size❑1 PhF-13 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Recon nect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 F12 H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address, Switches 1 S Outlets 7 GFI's 'I Surface Sconces 1 t r I H H's UC its '7 Fridge HW Fans I� 11 Oven Exhaust ( ' `��/ I l` C4o4-1 ) � W Mini I, Generator Carbon micro Combo - Z Cooktop Transfer Hood I Service AC ` AH Amps Have Used Special: Comments y Aulhentisign ID:F571D5754EBB-EC11-997E-501AC586CB79 Thomas J. McCarthy Real Estate, Inc. www.thomasjmccarthy.com LETTER OF AUTHORIZATION April 13,2022 To Whom It May Concern: I,Debora Nugent; Trustee of the George H. Wessels Irrevocable Trust, authorize and give permission/s to Thomas J.McCarthy and/or McCarthy Management, Inc.to apply on my behalf, for any and all permit/s; for work to be done at the property located at 1615 Hiawathas Path Southold,NY 11971. Cavrf,e,6z� d6a,A#Mb,iia Truhtm,1�e43A Orr.�rwt Debora Nugent,Trustee, The George H. Wessels Irr. Trust 04/13/22 Date Thomas J McCarthy Owner/Broker Date 46520 Route 48 Tel. 631.765.5815 Southold, NY 11971 Fax.631.765.5816 office@ thomasjmccarthy.com . ,t,-' 9•• r,- 'to-, -711 46 j `+l dib ? 1J •'is::•�w� �� 3� •�'i v.i•.Y'�%;,,.:•_.'::;" +� r: µ T 4U 8 ry . .. r• 7,�: I iQ rte_ ., �:.t... ;£.. .r. ,.;• 'n. `Y1CB q"5� •�V�t�'!i�•ks ;��./fw.1.l�!•'�'tl�' ,""'•'''•q':,.,,`%'y; AU 'Ili%iy,L'.[�•a:•'ti'1' l• .r '� ` q STfw. 5 TO TNIS,SUgVEY s } :�!46�Ory`+r.I .�IRIO VFOLA ON OF:` 1Dliu N 72 'OF'TF..N .rOF,k SiATI TION LAW: .:COPIES OF T}IIS•SIIRV67/r)gp•NO'}'k"' •= 1 ••�•;�••=:''r• _ ••,ME LAND SURVEYOR'S'' f d[All�„Q•.;'.• ”` -• r_ ► - EY-EY-801-111)SAL SMALL EEINKED. . 08 MOT CONSlalp b XO if A YALID'TRUE COPY. ih• GUARANTEES INDICATED?I✓pJI;W 1HA•11•JtUN I r V ' ONLY TO THE PErSo F FAP•1'/i py J,HE SCJ YEY.' • IS PRIPARID-AVp OII hu, , In TIM :OA�PAF.; caul UAW 19 fiv . �. LEI'69•(L,LISS:7L-E•+ r11ilE!'1!/AL/�i qqy AND TO TLI yiq.Gtr3F491•�.JQ.n4. • .. • :. 'TO� . • ` :GL1At2ANTEF:C�3t�7 E [�C�AIG[ y'1�°l ltl �. . CD FYI0 W 14 HI dtht"T' AS- 1 .. -._. �x . m a !Yom p r pal � !�l VE it-XV�I VYED TIDYLP.�.;s� `: { SUFFOLK Cn--W MAP DFSIGNAT•I ON: _ DIST:IC U,;AEU 78,6L-3,LD7' 58. LICENSED LAND 5UkV.E% (�P.,5,' `E�t( C7>�'T.�fdV I ZONIN19i SITE PLAN BASED ON SURVEY BY: LOT AREA: 14,505 SQ.FT. (NON-GONFORMING) MIGHAEL W. MINTO, L.S.P.G. FRONT = 35' 57 WOODVIEW LANE EXISTING = 48.6' GENTEREAGH, NY PROPOSED =46.1' (631) 580-1202 SIDE = 10 MIN, 25 TOTAL DATED: 5/10/22 EXISTING = 13.5, 36.5 TOTAL REAR 35' EXISTING = 47.2' LOT GOVERAGE = 2096 MAX EXISTING RESIDENGE = 1,7g4 SQ.FT. EXISTING ENCLOSED PORCH = 201 SQ.FT. EXISTING SHED = 102 SQ.FT. EXISTING GOVERAGE = 14.5% PROPOSED GOVERED FRONT STOOP = 38 SQ.FT. PROPOSED GOVERAGE = 14.7296 S 06028'00" E 111.50' EXISTING SHED TO N REMAIN c(1 EXISTING m m ENCLOSED 35'REAR 5ETBAGK PORCH EXISTING .—•.— .--. •� BASEMENT Q I ENTRANCE EXISTING 20. PATIO l �EX15T. p A/C, 114.4' 0 }: Rly EXISTING ONE STORY ryi< n I il FRAME RESIDENGE N _ N TO BE RENOVATED `�' I 01 23.01 1 40.2' - 305' 13.5' w I I PROPOSED Q ° 35'REAR SETS GK� 38 SQ.FT. m COVERED z O FRONT STOOP 0 EXISTING ASPHALT d� DRIVEWAY 0 � Q N 08°4-i'00" W N 02°Oq'00" yJ 2x.00' 76.00- 455.00' (N.T.S.) HIANATHA'S PATH E OF NFf cn C-) EY IL- • N �m (1] 0 � TE PLAN �.' �o -o O> 493 20 10 O 20 40 60 80 100 � si ,N��'' GRAPHIC, SCALE I" = 20'-0" PROPOSED SITE PLAN FOR: ENGINEER, PACE: 166 ice' ' Y �O V JEFFREY T. BUTLER, P.E., P.C. 1 stf -o P.O. BOX 634 COUNTY OF 5UFFOLK TOWN OF SHOREHAM, NEW YORK II-156 O r I JOB No.: - DRAWN BY: DG TEL.: 631.208.8850 FAX: 631. 27.8033 DATE: 2/22/2022 1 APPROVED BY: JTB .�fFREY T. P.E. McCARTHY MANAGEMENT, INC. LETTER OFTRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATES JOB No. (631)765.5815 FAX (631) 765-5816 ATTENT10 TO F3E: i AN WE ARE SENDING YOU (] Attached ❑ Under separate cover via the followirig ite 8UB ElShop4�awings ❑ Prints ".,+ , L1 Plans ❑ Samples �� N ® ons i ❑ Copy of•letter ❑ Change order = ❑ COPIES • DESCRIPTION C•Asn ; ` l•r���'t' nt ��sv THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use [] Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. i f ' `McCART14V MANAGEMENT,,INC. - OF TRANSMITTAL `- -46520 COUNTY ROAD,48 _. SOUTHOLD, NY 11971 DATELU [71� "JOB NO. 41 i I G" 1631j 765-5815 'FAX'(631) 7.65-5816 ATTENTION TO , S RE: , -H AJVL_9 a5 CO ' ' Y ,1NE ARE SEND•INGYOU 171 "Attached ❑ Under separate cover via the following items:_ "++ ❑ Shop drawings ❑ Prints ;ti,. ❑ Plans'- ❑ Samples. ❑ Specifications } '..❑ Copy of,letter ❑ Change order ❑ COPIESDATE NO. DESCRIPTION l L 1 l l pc Ann- nn- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit '-copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. WCARTHY MANAGEMENT, INC: LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 _ SOUTHOLD, NY 11971 i DATE Ht) I /J JOB NO. ! (631) 765-5815 'FAX (631) 765-5816 ATTENTION TO !� uo -T4 ©t1 t`►' 1C1 �1� L�j l CTy�, �1r6 3 ,1ME'ARE SENDING YOU El Attached ❑ Under separate cover via the following items: >, ❑ Shop Idrawings ❑ Prints ❑ Plans . ❑- Samples. ❑ Specifications '.❑ Copy of;letter ❑ Change order,, ❑ COPIESDATE NO. DESCRIPTION ontA bil o� r e P I wyL. o/l a caj wLt THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS • , cucr COPY TO SIGNED: \ If enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL: 46520 COUNTY ROAD 48 SOUTHOLD,-NY 11971 - •c DATEQ /� 71^y JOB NO. k (631) 765-5815 FAX (631) 765-5816 ATTENTION `j L Gr TO RE: . . ,• -,' ,�oyJ•1 0-� ' S�y�1�+�� c� t 6�� :N—�'�'l!N b�cl�srr.S '�e�b1` WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop,drawings ❑_ Prints El Plans ❑ Samples ❑ Specifications ❑ Copy of•letter ❑ Change order ❑ •• s e S0 CA A EPI Q �SEV I THESE ARE TRANSMITTED as c cd below: ❑ For approval TO'e>40D-Appr`oved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. o�. McCarthy Management, Inc. DEMOLITION LIST 1615 Hiawathas Path, Southold 1000-78-3-58 KITCHEN Cabinets Countertops APPROVED AS NOTED Flooring Tile DATE: x B.P.#-kL�— hilz Appliances FEE: U BY: �1 �'C��lr(/fd P1�- NOTIFY BUILDING DEPARTMENT AT— f BATHROOM 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: l " Complete gut job I. FOUNDATION - TWO REQUIRED �'�u FOR POURED CONCRETE 2. ROUGH . FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONST^L!,;-SON MUST BE COMPLETE C, ALL CONSTRUCT!- N ";ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF OCCUPANCY OR WN ZBA USE IS UNLAWFUL SOUTr, BOARD �.r 80Iff tD70wf�MTEES WITHOUT CE:RTIFICV N.Ye�e OF OCCUPANCY 46520 Route 48 Tel. 631.765.5815 Southold, NY 11971 Fax.631.765.5816 office@ thomasjmccarthy.com f . 1 Generated by REScheck-Web Software Compliance Certificate Project Hiawathia Path _ Energy Code:. 2018 IECC 4 ca EDVELocation: Southold, New Yor IFF 1 Construction Type: Single-family JUN 1 5 2022 Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: BUTULDRI a DEPT. Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Hiawathia Path Jeffrey Butler 15168184379 jell@butler-ae.com Compliance: Piksses, . prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 250 49.0 0.0 0.026 0.026 7 7 Ceiling 1: Cathedral Ceiling 1,198 49.0 0.0 0.022 0.026 26 31 Wall:Wood Frame, 16" o.c. 1,280 15.0 4.0 0.057 0.060 63 66 Door: Glass Door(over 50%glazing) 63 0.310 0.320 20 20 SHGC: 0.30 Window:Vinyl Frame 120 0.300 0.320 36 38 SHGC: 0.31 Floor:All-Wood Joist/Truss 1,448 30.0 0.0 0.033 0.047 48 68 Window 1:Vinyl Frame 168 0.300 0.320 50 54 SHGC: 0.31 Door 1:Solid Door(under 50%glazing) 42 0.310 0.320 13 13 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda requirements listed in the REScheck Inspection Checklist. Name-Title Si a ,�� (� Date CD���EY r e�,c�0� 33 rn Project Title: Hiawathia Path U'� Report date: 06/10/22 Data filename: A, "'3493 �� Page 1 of 9 9°RFs S I ON P�� �l CREScheck Software Version : REScheck-Web �(j Inspection 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. Section` Plans Verified Field;Ve'rified Pre-Inspection/Plan Review Complies? - Comments/Assumptions & Req.ID =Value Value 103.1, ;Construction drawings and ❑Complies ;Requirement will be met, 103.2 documentation demonstrate ❑Does Not [PRJ]1 ;energy code compliance for the Q) ;building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and _ `-❑Complies ;Requirement will be met. 103.2, !documentation demonstrate _ ❑Does Not 403.7 ;energy code compliance for 'y [PR3]1 ;lighting and mechanical systems. ° ';.: ❑Not Observable !Systems serving multiple i'. ❑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 I Btu/hr ! Btu/hr UDoes Not [PR2]2 .;on loads calculated per ACCA 1 Cooling: ! Cooling: 1❑Not Observable Manual j or other methods ! Btu/hr j Btu/hr I❑Not Applicable ! approved by the code official. ! ! ti Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 Low impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 2 of 9 "Section #' Foundation Inspection Complies? Comment's/Assumptions & Req.ID 303.2.1 !A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F611]2 3 protect exposed exterior insulation ;❑Does Not land extends a minimum of 6 in. below ygrade. ,❑Not Observable I i ;❑Not Applicable ; 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 ;installed. ;❑Does Not JI ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 3 of 9 Section Plans-Verified Field Verified: # F_`raming/Rough-ln Inspection 4;omplieS7; Comments/Assumptions & Req:ID, Value Value 402.1.1, :Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; I ; 10Does Not ;table for values. [FRl]1 U ; ;❑Not Observable 9 :❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ,average). ;❑Does Not Mable for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ; '❑Not Applicable ; C) 303.1.3 ;U-factors of fenestration products : . : ❑Complies Requirement will be met. [FR4]1 !are determined in accordance ❑Does Not ;with the NFRC test procedure or ;taken from the default table. ;,. .j❑Not.Observable ,,i❑Not Applicable w 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not instructions. I❑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 f ;AE]Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 U for has infiltration rates per NFRC °°. , ❑Not Observable 1400 that do not exceed code I❑Not Applicable j j limits. 402.4.5 IC-rated recessed lighting fixtures,' : ;' ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish f, ❑Does Not and labeled to indicate:52.0 cfm 6 E i -.E leakage at 75 Pa. (( . ' ;❑Not Observable is :::.;' :>>•.;:- {❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;.(❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is 'I❑Does Not >= 3 inches in diameter and .r. _._.-i__ ❑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 IE]Complies ;Requirement will be met. [FR13]1 'boxes are sealed with s..' ❑Does Not ;joints/seams compliant with ❑Not Observable :International Mechanical Code or International Residential Code,as ,❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as '` 'I❑Complies ;Requirement will be met. [FR15]3 :ducts or plenums. _.❑Does Not IDNot Observable ; l r: Not Applicable ,403.4 HVAC piping conveying fluids ; R- R- ;❑Complies ;Exception: Requirement is [FR17]2 4 above 105 °F or chilled fluids UDoes Not :not applicable. 7 below 55°F are insulated to>_R- �J:` i3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ),' j❑Complies ;Requirement will be met. i [FR24]1 piping. �.. .., ., ; . :•:.. ❑Does Not U °#❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 4 of 9 Section lPIans Verified Field Verified # Framing%.Rough-In"Inspection Complies? "°,Comments/Assumptions " & Req.ID Value Va'Iue"" 403,6 (Automatic or gravity dampers are ❑Complies ;Requirement will be met. (FR1912 installed on all outdoor air ❑Does Not i intakes and exhausts. -s `- ❑Not Observable ,;,.•,,.,.,..,.•.� {❑NotApplicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 5 of 9 Section'" . Plans`Verified Field Verified µ # Insulation Inspection Complies?' =Comments/Assumptions &-Req.ID -Value Value 303:1: 'All installed insulation is labeled ❑Complies Requirement will be met. [IN1312 ,�orthe installed R-values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ( ;❑ Wood ;❑ Wood ❑Does Not ;table for values. [IN111 - ❑ Steel ❑ Steel ❑Not Observable , !❑Not Applicable 303.2, !Floor insulation installed per ;. ❑Complies ;Requirement will be met. 402.2.8 ;manufacturer's instructions and ❑Does Not [I1\12]1 !in substantial contact with the " . ;underside of the subfloor, or floor ',. :;;. ❑Not Observable , !framing cavity insulation is in 'r" ❑Not Applicable !contact with the top side of ;sheathing,or continuous .insulation is installed on the underside of floor framing and 'extends from the bottom to the ; top of all perimeter floor framing ! members. 402.1.1, ;Wall insulationR-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 ;E] mass !❑ Mass ;❑Not Observable [IN311 ;exterior,the exterior insulation ; ! ' j :requirement applies (FR10). {❑ Steel ❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;,Requirement will be met. [IN4]1 !manufacturer's instructions. ;`:'f':. ❑Does Not ❑Not Observable ; ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 6 of 9 'Section_ r' Plans Verified Field Verified # Final inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 402.1.1, ;Ceiling insulation R-value. R- R ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, eeSteel 402.2.6 ElStl ❑ ❑Not Observable [Fill' ; 1❑Not Applicable , 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met, 303.2 manufacturer's instructions. r" I - [FI2]1 ;Blown insulation marked every ®s -;, :_ " j;=:j❑Does Not 300 ftp. ❑Not Observable J❑Not Applicable 402.2.3.- .;Vented attics with air permeable ❑Complies ;Requirement will be met. [F12292 ''4insulation include baffle adjacent tJ " ❑Does Not ;to soffit and eave vents that y- i extends over insulation. i ❑Not Observable .;❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI311 :insulation >_R-value of the I ;❑Does Not adjacent assembly. ; ,❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [F]17]1 :ach in Climate Zones 1-2, and I :❑Does Not <=3 ach in Climate Zones 3-8. F ;❑Not Observable ; ;❑Not Applicable 403.3.3 ',Ducts are pressure tested to ; cfm/100 ; cfm/100 I❑Complies ;Requirement will be met. [F127]1 ;determine air leakage with ftz ftz �❑Does Not either: Rough-in test:Total ; leakage measured with a :[-]Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; 1w.g.across the system including 'the manufacturer's air handler ' enclosure if installed at time of I ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch 1 w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;,[]Complies ;Requirement will be met. [F14] cfm/100 ft2 across the system or , ft2 ft ❑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 I. ❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2%of t I❑Does Not design air flow. ' ❑Not Observable ; ❑Not Applicable 403.1.1,—.11 Programmable thermostats i❑Complies ;Requirement will be met. :]installed for control of primary I❑Does Not A heating and cooling systems and ; " ❑Not Observable , initially set by manufacturer to j code specifications. ❑Not Applicable ; 403.1.2.W.;Heat pump thermostat installed ,:: ..` : ;t ' ' ❑Complies ;Exception: Requirement is [FI.10]2 ;on heat pumps. " =° ❑Does Not not applicable. '❑Not Observable ] ❑Not Applicable 403:5:1`°:•.;Circulating service hot water i❑Complies :Requirement will be met. [FI11]2': .`Ssystems have automatic or _ == ❑Does Not l accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 7 of 9 Section Plans Verified• Field Verified # Final Inspection Provisions" Value ' Value Complies? Comments/Assumptions & Req.ID 403.6.1 !All mechanical ventilation system :. a.: ".}❑Complies ;Requirement will be met. (F125]2- ;fans not part of tested and listed • : '• ❑Does Not HVAC equipment meet efficacy ;and airflow limits per Table i I❑Not Observable ; R403.6.1. ]❑Not Applicable 403.2 !Hot water boilers supplying heat ; , .? .' =' ❑Complies ;Requirement will be met. [FI26]2 ?through one-or two-pipe heating ❑Does Not j systems have outdoor setback control to lower boiler water ❑Not Observable Jtemperature based on outdoor ❑NotApplicable temperature. 403:5-.1:1 Heated water circulation systems . .,❑Complies ;Requirement will be met. .[F128]2 have a circulation pump.The ,(❑Does Not ;system return pipe is a dedicated - ;return pipe or a cold water supply ]❑Not Observable ; ❑Not Applicable ` !pipe. Gravity and thermos i a ; ;syphon circulation systems are not present. Controls for circulating hot water system € Al 'pumps startthe pump with signal ••. for hot water demand within the 'occupancy. Controls ..I automatically turn off the pump - jwhen 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 I' ❑Complies ;Exception: Requirement is [FI29]2 (comply with IEEE 515.1 or UL ❑Does Not :not applicable. 1515. Controls automatically ❑Not Observable ;adjust the energy input to the heat tracing to maintain the - ❑Not Applicable desired water temperature in the (Piping• € 403.5.2 ;Demand recirculation water j❑Complies ;Exception: Requirement is [F130]z isystems have controls that3❑Does Not :not applicable. i manage operation of the pump ,j❑Not Observable and limit the temperature of the i Applicable water entering the cold water Y' ❑Not A PP• ;piping to<= 104°F. 403.5.4 1 Drain water heat recovery units ❑Complies !Exception: Requirement is [Fl31]2 Itested in accordance with CSA E Does Not 1 not applicable. .)B55.1. Potable water-side j pressure loss of drain water heat []Not Observable ; !recovery units < 3 psi for I❑Not Applicable Jindividual units connected to one j or two showers. Potable water- {F{{[{ ; iside pressure loss of drain water f heat recovery units< 2 psi for individual units connected to J lthree or more showers. I I 404.1 ;90%or more of permanent i= - ``.,; : = 1❑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 `' A :. ;❑Complies ;Requirement will be met. [F[23]3 Ino continuous pilot light. _ ❑Does Not ❑Not Observable I I❑Not Applicable 401:3. )compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not j i .. . ., .:. .:•?: -,,;;..a., °-:')E]NotObservable ; ,'j❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 8 of 9 Section Plans_Verified ..;Field'Verified # Final_Inepeetion`Provisigns Complies?' ; --•Comments/Assumptions. & Req.ID - Value . ' ;Value 303.3 !Manufacturer manuals for ; ' " ❑Complies ;Requirement will be met. [FI18]3- 1 mechanical and water heating El Not ,I systems have been provided. = ❑Not Observable , ❑Not Applicable Additional-Com ments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hiawathia Path Report date: 06/10/22 Data filename: Page 9 of 9 c 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.31 0.30 Heating & Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments 4 � $RR301.2.2.4 WEIGHTS OF MATERIALS..AVERAGE DEAD LOADS SHALL NOT SEE DETAIL SHEET FOR OPENINGS PROTECTED BY SCOPE OF WORK_ DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF HIGH WIND CONNECTION WOOD STRUCTURAL PANELS REPAIR OF DW I_LING FROM NORMAL WEAR AND TEAR (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY REQUIREMENTS PERSUANT TO R301.2.1.2,SEE NEW KITCHEN REFURBISH 2 BATHS,NEW SIDING, WIND SUBJECT TO DAMAGE FROM §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: FASTENING SCHEDULE ON NEW ROOF ST UCTURE AND ROOFING,ADDITION TO WINTER AIR ICE SHIELD USE/ GROUND SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT TYPE OF DETAIL SHEET IN THIS SET. FLOOR PLAN C PTURING EXISTING EXISTING GARAGE SPEED EXPOSURE 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. SPACE FORA REAT ROOM.NEW WINDOWS AS NOTED SNOW DESIGN LINE TEMP. INDEX REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA EXISTING MECHANICALS TO REMAIN.NEW WOOD BURNING LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED FIREPLACE, MODERATE SLIGH TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf STEEL WALLS. EXISTING STRUCTURE HAS 2 BEDROOMS.NO CHANGE TO 20 psf 140 B C SEVERE 36" TO HEAVY MODE ATE 11 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 18'-11" 14'-2" 1:3 FIRST FLOOR= 1,448 SQ.FT. TYPE V BEDROOM COUNT IS PROPOSED. 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2020 NYS UNIFORM CODE: WINDOW PERF0R1"IANGE DATA: THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE TABLE R301.6 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, WITH 2020 RESIDENTIAL BUILDING CODE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE STEEL WALLS. ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNG THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 PUBLISHED BY NEW YORK STATE. PER SQUARE FOOT OF HORIZONTAL PROJECTION 5.EIGHTY PSF(3.83 KNMI2)FOR 8-INCH-THICK(203 MM)MASONRY U=.30, 6HGC:=.31, DP 30, LOW E SUN (ANDERSENWINDOW-cOM) ENERGY CONSERVATION CONSTRUCTION CODE TO THE BEST OF OUR KNOWLEDGE,THESE PLANS TRIBUTARY LOADED WALLS. PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. AREA IN SQUARE FEET 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(I 52 MM)CONCRETE EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF COMPLY WITH THE TOWN OF SOUTHOLD ZONING FOR ANY STRUCTURAL 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. AND CONSTRUCTION CODES. MEMBER WALLS. EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 SOIL BEARING CAPACITY FOR THIS SITE ROOF SLOPE 0 TO 201 To OVER IS BASED ON TEST HOLES BY OT)-[ERS 200 �600 600 AND HAS BEEN DETERMINED TO BE KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED 2,000 PSI(SW,SP)PER TABLE R401.3.1 FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 OF THE 2015 IRC WITH 2016 UNIFORM CODE (1:3) THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED SUPI'LIMENT PUBLISHED BY NEW YORK STATE. RISE 4 INCHES PER FOOT(I:3)TO LESS THAN ACCORDANCE WIT]I TABLE RR301.2.2.4. 12 INCHES PER FOOT 0:1) 16 14 12 TABLE R301.7 11 r ALLOWABLE DEFLECTION RISE 12INCHES PER FOOT(1:1)AND GREATER f OF STRUCTUAL MEMBERS WOOD FRAMED CHIMNEY � 12 12 12 1 WITH HARDI SIDING, TYP. CONT. RIDGE VENT APPROVED AS NOTED -F STRUCTUAL MEMBER ALLOWABLE _ - -- - - - - --- _ DEFLECTION - - - - - - - - - - - - - - - - - - - CONT. RIDGE VENT -- _ - -- - - - - - �'�1.5'�-�- - _ (/► - DATE:- FEE: # ) RAFTERS HAVING SLOPES GREATER THAN 3/12 - - - -- WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 __ - _ _ _ ASPHALT ROOFING, TYP.__ _ _ - _ _ _ _ FEE: ��a BY: PLUMBER CERTlFICA 70 a 12 - - NOTIFY BUILDING DEPART ENT AT ON LEAD CONTENT BE -O �E! (Q n INTERIOR WALLS AND PARTICIANS 1I/180 - - - - - - r - - _ - - HARDI-PLANIG - _ to - __ - _ - _ _ _ _ 765-1802 8 AM TO 4 PM FOR THE FLOORS AND PLASTERED CEILINGS L/360 - - _ - CERTIFICATE OF OCCU BOARD k BATTEN I FOLLOWING INSPECTIONS: ALL OTHER STRUCTURAL MEMBERS L/240 - - = SIDING _ __ ,1. _ _ _ _ _ _ - - 1. FOUNDATION - TWO REQUIRED SOLDER USED IN WA E - _ FOR POURED CONCRETE SUPPLY SYSTEM CA 'V T EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 _ L 3 - . - _ _ _ - _ - - 2. ROUGH - FRAMING & PLUMBING EXCEED 2/10 OF 1%L A �. FINISH - - - .- _ __ - - 3. INSULATION EXTERIOR WALLS-WIND LOADS�VITH BRITTLE L/24o _ _ ---_------ - - 4• CION UST ---------=---------- - - - - - --------------- --- CONSTRUCTION _ - NS FINISHES _ BE COMPLETE EXTERIOR WALLS-WIND LOADS�VITEI - _ _ _ ECONSTRUCTION SHALL MEET THE FLEXIBLE FINISHES L/120 - TOP of P�C�IUIREMENTS OF THE CODES OF NEW ,''PLUMBING . z -- - - - -- - YORK STATE. NOT RESPONSIBLE FOR ALL PLUMBING WAS w NOTE:L=SPAN LENGTH,H=SPAN HEIGHT -- - DESIGN OR CONSTRUCTION ERRORS. &WATER(TINES NEE ILE - 1-i`ING:gm-RE COVE IN A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES 5/4"X4" AZEK w THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE CORNER BOARDS, o DETERMINING DEFLECTION LIMITS HEREIN. TYP. - L700� ❑❑� o ELECTRICAL 5/4"x4" AZEKLd -cASINc, TYP. ❑] 000 INSPECT REQUIRED E Blolver door - - - - end duCtwork - NEW HARDI-PLANK SIDING, TYP. ® ® --10" SQU RE HB4G testing required. FIBERGz SASS COLUMN, TYP. �1"� 4eparatlort - - TOP OF SUBFLOOR F1 required as per GRADE NYS Code A.II e�teriar lighting FRONT ELEVAT(ON Installed, replaced or • rcpaired shall conform v to Chapter 172 Of the Town Code � LL w - 12 12 _ 12= -_- - - �8 -_ - JU - � X 0 - m z - - - - - - - - - _ }-, o - NEW HARDI-PLANK SIDING, TYP. NEW HARDI-PLANK SIDING, TYP. �- 00 LL SECTION R312:GUARDS AND WINDOW FALL PROTECTION - R312.1 GUARDS. - GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 -_ ENC�J ER R312.1.1 WHERE REQUIRED. - GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING ft SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED 'lutr' N r ~R MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO - T THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED - n Jim AS A GUARD. V R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, (A PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT 3493 WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. RIGHT SIDE ELEVATION LEFT SIDE ELEVATION EXCEPTIONS: 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE JEFFREY T. BUTLER, P.E. CONNECTING THE NOSINGS. p 2.WHERE THE TOP OF THE GUARD SERVES AS A IIANDRAIL ON THE OPEN SIDES OF STAIRS,THE TOT'OF THE GUARD SHALL BE NOT LESS THAN 34 O � INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED - r VERTICALLY FROM A LINE CONNECTING THE NOSINGS. . . R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING - - - - - - - - - -- - - - - ~ O SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A - z a O SPHERE 4 INCHES(102 MM)IN DIAMETER. EXCEPTIONS: 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE !I1 Z } 0 RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE - - - - - - - - - - - - - - - - - - - - - - - _ _ - _ - - - m OF A SPHERE 6 INCHES(153 MM)IN]DIAMETER. 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT _ _ _ _ _ _ _ _ 1 l ��I� a Q ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(I I I MM)IN DIAMETER. - - - - - - - - - - - - - - - - - - - - - z O Q R312.1.4 EXTERIOR PLASTIC COMPOSI'T'E GUARDS. w PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R317.4 5 = Q N R312.2 WINDOW FALL PROTECTION. - - - - W O WINDOW FALL PROTECTION SHALL 13E PROVIDED IN ACCORDANCE WITH _ m - ---- - - _ - -TOP OF PLATE SECTIONS R312.2.1 AND R31 O n u � R312.2.1 WINDOW SILLS. 0 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW LL N OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER'1'IIAN 72 INCISES(1829 MM)ABOVETHE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BJILDING,THELLI OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: z � a w 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-NCH-DIAMETER o O u a (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3.OPERABLE WINDOWS ARE PROVIDED WITII WINDOW OPENING CONTROL -NEW HARDI-PLANK SIDING, TYP. DEVICES THAT COMPLY WITH SECTION R312.2.2. - - - -TOP OF SUBFLOOR R312.2.2 WINDOW OPENING CONTROL DEVICES. - - T��1C • WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. GRADE THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION'TO RELEASE THE CE THE DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REAR EL E 'A t r O y� I REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN u I I I� THE AREA REQUIRED BY SECTION R.310.2.1. 1 I I ' W CHAPTER I 1 [RE]:ENERGY EFFICIENCY: [NY]N1109.1.1(R503.LI)BUILDING ENVELOPE. NOTE: BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION --------------------------------------------------------------- THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENERGY CODE")IS N1102.1.2 OR NI 102.1.4,SECTIONS NI 102.2.1 THROUGH NI 102.2.13,NI 102.3.I.NJ 102.3.2,N1102.4.3 AND NI 102.4.5. ADOPTED PURSUANT TO ARTICLE 11 OF HE ENERGY LAW.THE ENERGY CODE IS SET FORTH IN EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS ' _____________________________________________________ ' PART 1240 OF TITLE 19 OF HE NEW YORK CODES,RULES AND REGULATIONS("PART 1240")AND I FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: ' THE PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240.THOSE PUBLICATIONS TNCLUD LSTORM WINDOW'S INSTALLED OVER EXISTING FENESTRATION. BUT ARE NOT LIMIED TO,THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YOR 2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE STATE(HE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENT AL CAVITIES ARE FILLED WITH INSULATION. --------- i BUILDINGS"ARE SET FORTH IN THAT PART OF HE 2020 ECCCNYS DENOTED AS THE"ECCCNYS- 3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. --------- RESIDENTIAL PROVISIONS." 4.ROOF RECOVER. ' ----------------+ i s i i CHAPTER I 1 1S INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESIDENTIAL PROVISIONS AN D 5.ROOFS WITHOUT INSLATION IN THE CAVITY AND WHERE THE SHEATHING OR INSLATION IS EXPOSED s } IS INCLUDED IN THIS CODE AS A CONVENIENCE TO HE USERS OF THIS CODE.HOWEVER,THE DURING REROOFING SHALL BE INSULAED EIHER ABOVE OR BELOW THE SHEATHING. LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS SET FORTH IN PART 1240 AND THE 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240,AND IN THE EVENT OF ANY CONFLI T TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR EXISTING , , , BETWEEN THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FO H FENESTRATION ASSEMBLY TO BE REPLACED. BILCO DOOR _______ W IN CHAPTER 11,THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WILL CONTROL. 7.ALERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, ' T ' > PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. 'Z O SECTION N1107(8501):EXISTING BUILDINGS-GENERAL: N1109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION } i X N1107.1 (R501.1)SCOPE. PRODUCT,INCLUDING SASH AND GLAZING,THE REPLACEMENT FENESTRATION UNIT SHALL MEET TJIE THE PROVISIONS OF SECTIONS NI 107 THROUGH N1111 SHALL CONTROL THE ALTERATION,REPAIR APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED 1N TABLE N1102.1.2.WHERE MORE Q O i ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE _________________________ ' '____-__ 'J ______' _______________________________ -------------- _____________ [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS, OF THE U-FACTOR,SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN r_' `- ~ OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPL ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. WITH SECTION N 1108,N, ----------------' R NI BUILDING SUPPLY SYSTEM 3H?LLIUNALTERED O NOT 10. REQUIRED TO COMPLY WITH THIS CHAPF THE EXISTING TER. OR TERNG N 11 09,1.2 8503.1.2 HEATING AND COOLING SYSTEMS. i EXCEPTION:THE EXCEPTIONS OF SECTION N 1101.1 OF THIS CODE SHALL APPLY. NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF HE ALTERATION SHALL COMPLY WITH SECTION N1103. 8 N1107.2 8501.21 E`CISTING BUILDINGS. EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMO L, SYSTEMS WITH LESS THAN 40 LINEAR FEET 12.19 M 1N UNCONDITIONED SPACES SHALL NOT BE REQUIRED fL ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF N TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3. ____r_1 , , -------------------------------------------------- ------, --------- i i U I O x i i EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT HE TIME OF ADOPTION F p O (Y `' _ THIS CODE. N1109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. PROPOSED [L= , (L NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION •-r? ---' `-----------------------------------------------------------------------, i , i c) %D oo N1107.3(R501.3)MAINENANCE. N1103.5. a i i CRAWL SPACE O - I SIMPSON (2) 2X8 HANGER o CL p , -_ --_+ , , BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED 1N A SAFE AND SANT; ARY xx EXISTING SLAB OIY -� ; L� CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY HIS CODE SHALL BE MAINTAINED N N1109.1.4(8503.1.4)LIGHTING. - , - --- - - - ;-_ - _,--_ COMPLIANCE WITH HE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S NEW LIGHTING SYSTEMS THAT ARE PART OF HE ALTERATION SHALL COMPLY WITH SECTION N1104.1. 0. r-- ------- -------- l7 EXISTING OIL BURNER TO REMAIN, , , , , cp i I i !2) 2x8 F,J, •- _-_ (2) 2x8 F.J. AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF THE LUMINAIRES 1N A SPACE, �j 'H PROVIDE NEW UL APPROVED CHIMNEY r r, , THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. OF ENERGY CONSERVATION,TIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING L.:). NEW WALL ABOVE W I I ; ; NEW 8" GMU PIER ON , I STRUCTURES. N1109.2(8503.2)CHANGE IN SPACE CONDITIONING. T 24",24"x12" ' ANY NONCOND1T10NED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE � Q DEEP � ' EXISTING STEEL I ' ' I i ' NOTE: FRAME WALL BELOW ; LNY]N1107.4(8501.4)COMPLIANCE. SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. n FOOTING, SAWCUT AND i ALTERATIONS,REPAIRS.ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION NJ 105 1S USED TO COMPLY COLUMN I ' ' , , PATCH EXISTING SLAB , I', PERIMTE7� OF NEW FLOOR , , T , EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR ALTERATION S, WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN 1S PERMITTED TO BE 110 SYSTEM 0 SLAB. REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THE PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N1105.3. USE 2X4 ACQ AT SLAB, i i NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(THE UNIFORM CODE)THE SECTIONN1110(R504):REPAIRS: , EXISTING GIRDER ' ' i_ _ - _ ' __ _, --' PROVID 5/8" F,C. GWB ' ' in NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFP. 70. ' -'- - - - - - -®- - - - - - - - - - - - ' - - - - �"I �' c� (',3) 2X10FLUSHONTOfr (3) 2XIOFLUSH ONtOp ' ' ' �� N1110.1(8504.1)GENERAL. - - - -; -', - - - - - - �-- -, , ' ' N1107.5(R501.5)NEW AND REPLACEMENT MATERIALS. BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION SAW CUT NEW EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY HIS CODE,MATERIALS PERMITTED BY H N1107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED i i I i •-- -' OPENING APPLICABLE CODE FOR NEW'CONSTRUCTION SHALL BE USED,LIKE MATERIALS SHALL BE PERMI D REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL 19� " ' _ __ ____ ' CUT IN BEAM POCKET ' W FOR DOOR FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. NOT BE SUBJECT TO THE REQUIRELIENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE i HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WO D REQUIRED BY SECTION NI 107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR Z o NOTE: CHIMNEY ABOVE U } , , VERIFY M.O. NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS C7 IS TO BE REMOVED , m EXISTING SLAB , , IN THIS SECTION. w EXISTING CELLAR I ' ' r I I ' O ' ' [NY]Nl 107.6(8501.6)HISTORIC BUILDINGS. o EXISTING SLAB I I ' I I ' `9 q ' LNY]N1110.2(8504.2)APPLICATION. y x ' ' � I I � � J I� EXISTING SLAB ' ' NO PROVISIONS OF THIS CHAPTER 11 RELATING TO THE CONSTRUCTION,REPAIR,ALTERATION, m PROVIDE 5/8" F.C, GWS ON S I ' I ' q , ' ' RESTORATION,AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: m WALL AND CEILING PER CODE I I -USE EXISTING , Z ____ ____ , , , , , LGLASS-ONLY REPLACEMENTS 1N AN EXISTING SASH AND FRAME. OPENING FOR li ' � � ' ' ,►' I , , I ' ' ' � , � � SECTIONN1108(8502):ADDITIONS: 2.ROOF REPAIRS. ' CRAWL SPACE 0 W (� O ' X ` � I , , I , , cx z , u , , 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUh1INAIRES INA SPACE _ _______, , ACCESS Ox ( ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR k �W , , , , , N1108.1 8502.1)GENERAL. O '' x ' ' c ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFOR LIGHTING POWER. i I Q I � , , TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQGING 4.REPL.ACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL m ' THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH 1S NOT REQUIRE THE INSTALLATION OF,A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE - - - ._ _____________________________________________________________________________________ CHAPTER,ADDITIONS SHALL NOT CRE.AEANUNSAFE ORHAZARDOUS CONDITION OROVERLOA THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. EXISTING BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH HIS CHAPTER a , I WHERE THE ADDITION ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ADDITION COMP SECTIONNI 111(R505):CHANGE OF OCCUPANCY OR USE: f •-----;-- i i ' �i , , WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE THE BUILDING WITH HE ADDITION DOE _____---------- t ________ NOT USE MORE ENERGY THAN THE EXISTING BUILDING.ADDITIONS SHALL BE IN ACCORDANCE ITH NI 111.1(R505.1)GENERAL. i •----------------v--;-----------------------c----- ►--------------------- SECTION N 1108.1.1 OR N 1108.1.2. SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND i __------_--a_-v N1108.1.1 (R502.1.1)PRESCRIPTIVE COMPLTANCE. FOR EITHER FOSSIL FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. & , ,_______ ____ ----------c_______________________--- ___-__-____, ADDITIONS SHALL COMPLY WITH SECTIONS NJ 108.1.1.1 THROUGH N1108.1.1.4. `------------- � ---------------------------------------------------------------------- ------------- i i N1111.2(R505.2)GENERAL. FILL IN EXISTING ANY SPACE THAT IS CONVERTED TO A DWELLING UNIT OR PORTION HEREOF FROM ANOTHER USE OR t ' H EXCEPTION:WHERE THEOCCUPANCYSHALL SIMULATED IMULA ED PE FORMANCE OPTION IN SECTION NI 105 IS USED TO COMPLY WITH ----------------- -- -----2x10-dEQ-L-Et3(41 R--; ----*' PLY WITH THIS CHAPTER. OPENING WIT 8 CMU THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT U OF THE ANNUAL ENERGY COST ALLOWED BY SECTION N1105.3 K, „ 18 DIA x MIN 48 DEEP x ' p 0 `� OR TO UNDISTURBED SOIL i 8905.1.2 ICE BARRIERS: --------' 2-2x10 ACQ GIRDER N '` � 1t`' 1L r�]- *-- - - - - - - -4 -[�, P,G. PIER WITH 6x6 ACQ , IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING ��-1 `- %`"�------ --"�-''� POST TO DECK GIRDER. ' ' iL,O, STOOP ABOVE ' , ALONG THE EAVES CAUSTNG A BACKUP OF WATER AS DESIGNATED n /� - 8'6" ANCHOR PER DETAIL IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR OL 0K CO � FOUNDATION FLAN r SHEET, TYP. ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED O r O ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES -------- ' AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER N r SMOKE DETECTOR I r IS THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR 5-IOd INTERCONNECT PER CODE SELF-ADHERING POLYMER-MODTFIEDB ITUMEN SHEET SHALL BE USED NAILS cf) O M CONTINUOUS AIR VENT BAFFLES 1 IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE i+ FRAMING BAY OWENS CORNING }- 0 }- %D o CARBON MONOXIDE DETECTOR I LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN , ( 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. u� RAFT-A-MATE - TO BE INSTALLED � )( � cO ONE PER FLOOR SO THAT AIR FLOW p O ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL o � � ul z � IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED IS NOT RESTRICtED. NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE DO NOT COMPRESS INSULAtlO O FROM THE EAVE EDGE OF THE BUILDING. 1 0 r x EXCEPTION:DETACHED ACCESSORY STRUCTURES NOT CONTAINING CONDITIONED FLOOR AREA. I!j cYl 5-lOd NAILS [ a CONT RIDGE VENT VENT (3) 1 3/4" X 11 '1/8" LVL RIDGE ENGINEER: 2x10 RAFTERS 1/2" COX SHEATHING SI1 P60N STRONG-TIE �'`'��� DETAIL ��F ��E�V 15" FELT ' I � ��'�� /� -}- Q+ �`! T. ASPHALT ROOF SHINGLES H8 Yi1UIRRICANE TIE. ' (3) 1 3/4"x11 '1/8" LVL STRUCTURAL RIDGE a. ROOF VENTILATION 1:300 OF THE INSULATED 2x10 RAFTERS CEILING AREA UNIFORMLY DISTRIBUTEDPi 1/2" COX SHEATHING C7 r' ',i x 15" FELT EAVE PROTECTION TO EXTEND FROM THE ASPHALT ROOF SHINGLES EDGE OF THE ROOF, 36" UP THE SLOPE CONT RIDGE VENT BUT NOT LESS THAN 12" BEYOND 07 THE INTERIOR FACE OF THE EXTERIOR WALL 12 ROOF VENTILATION 1:300 OF THE INSULATED BAFFLE AS REQUIRED FOR ROOF VENTILATION 12 - - - TOP OF TOP OF RIDGE GF gS ten ! �Q CEILING AREA UNIFORMLY DISTRIBUTED �8 JEFFRE T. BUTLER P.E. till \�JI� EAVE PROTECTION TO EXTEND FROM THE c6 ,' EDGE OF THE ROOF, 36" UP THE SLOPE 12 �UU 1 1k Q m BUT NOT LESS THAN 12" BEYOND 3 ll���U'-> - -� l� ARRIER PER L 0 „ c%�� THE INTERIOR FACE OF THE EXTERIOR WALL �l liul�� �lISU�U�) ROVRSO5,IDE �2BTYPICAL ALL 3 (3) 1 3/4 xll l/8 LVL BAFFLE AS REQUIRED FOR ROOF VENTILATION "70 I)U>JUhU - R-49 INSULATION 2 0 N1102.2(R402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). p U STRUCTURAL RIDGE , 1N ADDITION TO THE REQUIREMENTS OF SECTION N 1 102.1,INSULATION N > - TOP OF PLATE !DORMER) - - U u u uu a uvu u uvu uu 1 / I (MIN) SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTIONS O tL (2)2x8 HDR ,' R-49 CSG, INSUL'AT10N cn OUGH NJ 102.2.13.Ni 102.2.1(R402.2. )CEILINGS WITH ATTIC SPACES.WHERE SECTION RL102.1 2 REQUIRES 8138 INSULATION IN HE ~ z d O (I) CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING Z � r, LINE OF R.R. - - �', '`, ������ I R-38 INSUAREA QLATION WHEREVER HE FULL HNG INSULATION SHALL EIGHT OF UNCSFY THE QOMPRESSED R-30UIREMENT O = O V BEYOND - CJ J Y' ,' R-49 C,C. INSULATI INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE SECTION NI 102.]2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING Q Q z m ' LINE OF R,R, _ R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING > 0 TOP OF PLATE BEYOND ��� - INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION - WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-39 INSULATION O Q Q $L PROPOSED 1/2 GWB ON EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.TI ITS REDUCTION z Q WALLS AND CELING SHALL NOT APPLY TO HE U-FACTOR ALTERNATIVE APPROACH IN SECTION O GREAT ROOM SPACKLE AND PAINT 1X6 AZEK FASCIA NL102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. W }�- 3: NEW R-15 BATT ON SUS FASCIA N1 102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION INSULATION 1'0" OVERHANG NL102.1.2 REQUIRES INSULATION Fl-VALUES GREATER THAN R-30 IN THE Q O 1/2 GWB EXSITING EXSITING AZEK SOFFIT W/ CONT CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT � ry WITH R-4 EXTERIOR o 2x4 STUDS (EXISTING) ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM W R-15 BATT INSULATION W/R-4 EXT BEDROOM BEDROOM SCREENED VENT REQUIRED INSULATION FI-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES Z O I/2" CDX SHEATHING (EX151TNG) SHALL BE R-50.INSULATION SHALL EXTEND OVER THE TOP OF THE WALL O J 0 PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. O Q) NEW 36" ADVANTEG SUBFLOOR HARDIE WRAP THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION NARDIE BOARD SIDING N1102.1.2 SHALL BE LIMITED TO 500 SQUARE FEET(46 M')OR 20 PERCENT OF O - NEW (3)2x10 GIRDER THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION m SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION _0 NEW 2x8 F,J, 0 16" O,C, EXISTING SUBFLOOR N1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. 0- li r TOP OF SUBFLOOR- - - nr'nr'nr���r, (tnn(, I>lflf n >(ln( n( ( N1102.2.3(R402.2.3)EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS INVENTED u�u�����uZSZSuZSZSuuUUUUL�S�S�S�SVV�S�S1SuZS ZS�S1SZ S�SVVU�iS�(S�SCS�SZi�i�S�SUUZ��Su�S�Su(`�SVuu �SZS�SZS�J S�S�SU�S�ISUUUI��SUU�SUVUVUV�VUVUUUUUUUUUUZSZSUZSUI SUUUWVUZS�SSZSSU�SUS��UVZSUU�StS�SU1SUUUCSUU�I��IuuU��U�SU�SUU�SS�SUUU ' ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE z ui a 4,1 VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN d XIS N 5 A EXISTING GRADE a EXISTING 2X8 F,J. EXISTING GIRDERTHE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND OVER THE TOP OF THE uVi 0 NEW R-30 C.C. INSULATION -, ATTIC INSULATION.HE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID 6 a 6 6 MATERIAL. 6^ EXTEND 2x ACQ SILL b^ 5 EXISTING COLUMN b e N1102.2.4(R4022.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM NEW R-21 INSULATION PLATE TO CARRY NEW F.J. CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EXISTING FOUNDATION�► EXSITING EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.ACCESS (NO WORK) BASEMENT P a < e,, THAT P]EVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE SECTION I O _ j NOTE: ad (NO WORKS •a PROVIDED TO ALL EQUIPMENT.WHERE LOOSE-FILL INSULATION 1S INSTALLED, ; S (C I d ALL LUMBER THAT COMES IN CONTACT WITH T, 6, A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED CONCRETE WILL BE AC LUMBER TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL SEE DETAIL SHEET FOR PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE $ HIGH WIND CONNECTION °' EXISTING SLAB "' OF THE LOOSE-FILL INSULATION. r REQUIREMENTS � I (O A' n �' EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES ®T I 40 TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION !ll��� d REQUIREMENTS OF TABLE NI L IO1.2 BASED ON THE APPLICABLE CLIMATE ZONE SPECIFIED 1N SECTION NL101.7. T I I 28'91' 19'11" 21'7" 6'61/2" 12'71/2" 7'93/4 1'9V40' 9' 11'/=" 9' I1'/=" 4'0'/2" M7'6'/z" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL WALL LEGEND FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT. 35') EXISTING WALL TO BE REMOVED---------------- EXISTIN G,J, ING EX15TING WALL TO REMAIN SHUTTER ASSEMBLY ' r SCREENED-IN PPORCH N.T.S. I \. PROPOSED 2x4 WALL __ FOR PANEL SPANS: l 0 <4'0 WIDE SPAN EXISTING R.R. EXISTING R.R. PROPOSED 2x6 WALL 23/32 APA SPAN- ATED 48/24 SHEATHING GRADE PLYWOOD I E, -TING (OVERLAP AROUNDOPENING S4") 1 . BILCO DOOR I ASSEMBLY: 411'' ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I ' #10x3"(w/WASHERS) GALVINIZED OR STAINLESS STEEL I NEW T 3046 I NEW TW2636 NEW TW2636 RELOCATE SLIDER NEW 30 6-2 TEMP) WOOD SCREW @ 16" O.C. 1 I NEW (2)2x10 HDR u _ PROBATN HDR �C N - iL --___-- NE 12)2x10 HDR w/'v211x9" STEEL PLATE /- NEW (2)2x10 HDR ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: •��� I 1 1 1 D W - �I W V NT CABINET PRD #10 TEE NUTS AT`fACHED TO BLDG. w/#10x1-1/2 W/WASHERS 8119K 1 1 NEW 2 6 LAYOVER NEW 2x6 LAYOVER ( ) IL Xtpi 7v 8' GLC. HGF, ,, ---- u /- 1 TO xT. PANTRY u • 1 • _ ----- A 16 D.c, I R.R. m 16 0.c, uCIIIII MACHINE BOLT 12 O.C. W 1419" N 7'6" PROPOSED KIT��IEN `\8 �p>% /' A \D� PRO. o �•,-. 1 o O - �p I I �, o L UNDRY ----_ ---- a ; 8' CLG. NGT, ' ' �GF ti�� 0 / ` Q= U o y - / ' " \ 1 i', �i CD Z G z N Irl-' J • 0 1 �- O J I 00 5 x O R N EXIST. u 'u{ Q 4 G' c`1 o - ----- v ----------------------------- A�GE O ' x 3'0" EXISTING ° CLO. = 1L N .-..-..__..:_-._. _. _._, _.._ I I-' rl-' o o BEDROOM • • w.c. -' 0�..-, 0 NEW I� 1 I ULTIPLE SECTION ASSEMBLY: N o � 11 � i i 1 11 ' 111 (2)2x10 HDR I/4" THICK BOLTS � 2' OC � - � 1 5 0 � � 3 6 ��� w PROPOSED WOOD BURNING I I I Q CATH, CLG. o L V +- 1. w 1 N FIREPLACE WITH 20 HEARTH -j ® O = p ; ( 'ISLAM T= PER CODE (NEPA 211) I'. N PRO, BA 0 Cc x PROVIDE FRESH AIR INTAKE 6' 11" 5'6" I I- �' 8 CLG. HGF. i i AND GLASS DOORS PER CODE l I '1 Il 1 �, 1 , U 12 5 2 0 ®E,F, 7 6 RAF (2)2x6 POST I; VERIFY SIZE, RAISED HEARTH (3) 2x POST u: 12)2x6 POST I ' __, 0 I I, 1 TO ABOVE 1 _ Q LI'' d'� 1,,, Q 4 1 -_- TO ABOVE _ 3_ kIEW (3) 1 3/4"x11 1/8" LVL STRUCTURAL RIDGE — _ NEW 2x12 RIDGE � S, �4- - _ _ _ _ _ �> - - - - T - - - - - - - -� - _ - - - - - - - - -1- - - o N SHUTTER ASSEMBLY o x —1___� 1 1 � 1 1 1 1l N >1 x "—A - — - — - — _ — _ 61 NEW l3) 1 3/4"xll 1/8" LVL STRUCTURAL RIDGE - `' � N.T, N ; w FOR PANEL SPANS: 11 I I z w N FRAME WALL ®o `�' I' i l r EXISTING I I I l I 4' OR W16ER SPAN z I ."] '' z PROPOSED GARAGE - I I 1 I w TO R,R, 510„ 1Lj GREAT ROOM 5/ " F,C, GUM ON WALLS 23/32" APA SPAN-RA ED 48/24 SHEATHING GRADE PLYWOOD(2) 1 3/4"x9 1/2" LVL H , ' O , CATH, CEILINGA D CEILING PER GORE (OVERLAP AROUND PENINGS 4")n U FRAME 2'x2' CHASE ' 2x4 STRONG-BACKS 24" OC ' I' cn 15,101, 21011 �j 111 511 '1�, I ` a I I a a I I Q I I I o FOR NEW CHIMNEY I i � z � � - PROPOSED W S2 7'2" 'O ASSEMBLY: _ N ^ = I I^ 1). PREASSEMBLE PLYWOOD TO 2x4'6: " 10x3" (w/ WASHERS) GALVINIZED OR 1 I m _ .p , , STAINLESS STEEL WOOD SCREW 0 12 O,C, I I EXIST, o OFFICE 4,¢ +i (4)2x4 I m m E m m ell O - EXISTING _ U 8'O" A.F,F, 17 1 12'9" 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 1.1' Il✓ O CLO. 8 8 POST x !i BEDROOM Q » " 10x3 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL ~ v O I CATH. CLG. I0 N �1 1 1 1 1 WOOD SCREW m 6" O.C. LU ® '.max, a EXIST, _ w 20 \ 64 z In I Im III _ CLO. / - QI a I I I I ALTERNATIVE FAS' R FOR SHUTTER TO BUILDING: `t Fy 1 Q NE ,NEW , , 010 TEE NUTS ATTACHED TO BLDG, w/ "10x1-1/2 l W/ WASHERS) In 1 1 / 2x8 R,R. 4 16" D C. 0 2x8 R, a 16" O.C,,\ (2)2xIO DR (2)2 10 H R " (LAYOVER) MACHINE BOLI m 12 �,C, N I PRO, (L "YOVER) 1 1 1 CLO, NEW TW3046 NEW TW3046 EXISTING = , NEW (2)2x10 HDR NEW (2)2x10 HDR ..II NEW TW3046-2 NEW TW3046-2 (X PR011OSED 1068-3068 0 {� X IQ O� 01 ll- 2x8 R.R. x _a 2x8 R,R. PROPOSED Q t cV o 1(p�D C� NI R� A 16'O G COVERED STOOP u 1� ,2x8 C,J, W 16" O.C:,�- i1 5/4' x 6" DECKING 11.1 �Q I'Tl _(4)2xa�Hpg _ _ O O 10" SQUARE STEP H1 SQUARE _ t HBtG COLUMN N u H88G COLUMN � � 81,111 16'3!/2" 11'6/2" 316" 4'6" 8'2" 10'911 7'3" � c+l 39'7" 30'8" n X 701311 ------------------------------------------------------------- - ----------------------------- ---------------------------- Q 111 0 ' 1 FIRST FLOOR FLANIL o EXISTING LIVING AREA = 1,026 SQ.FT. �- CO PROPOSED LIVING AREA = 1,448 SQ,FT. lU EXISTING GARAGE AREA = -134 SQ,FT, 5:t2 PITCH 5:12 PITCH PROPOSED GARAGE AREA -- 314 SQ,FT, ' I EXISTING SCREENED IN PORCH = 198 SQ,FT, (NO CHANG;=) SMOKE DETECTOR ® INTERCONNECT PER CODE p CARBON MONOXIDE DETECTOR SECTIONP3103: VENT TERMINALS ; C0 ONE PER FLOOR. P3103.1 VENT PIPES TERMINATING OUTDOORS. ; ; E GAN EI' }/ I , �Of N��,"^. VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE ----------------------------------------- -------------------------------------------- ----------------------------------------------------------------- �`l` T. E� C., OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN ' Q \ 4" VTR ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS 1 , P3103.1.1 THROUGH P3103.1.4. ' , r P3103.1.1 ROOF EXTENSION. ; ' n ` OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET ; In Jj-a THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE „ ------------ - -------- NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) -; 3 _-_- __ , i ------_ _ 3 a ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. ' Q 07 49 <11 ----- Ldv Lav 1 —---- --- ; � 90 U ' w.C;, W.C. TUB/ ' SINK ' Y3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. � SHOWER WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, , 0- OBSERVATION i SHOWEROBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, JEFFREY T. SUTLER, P.E. FD—wl . W OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) � � � MAIN FLOOR ABOVE THE ROOF. 1 W 1 N 3" 2" 311 211 2" 2u „ P3103.1.3 ROOF EXTENSION COVERED. 2 WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR , FRAME 2x6 WALL ' COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT ' ; O 3" OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE FRAME 2x6 WALL ON TOP OF TRIPLE NOTE: THIS DORMER ; O o OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS 1 ON TOE' OF TRIPLE ROOF RAFTER BELOW 1 15 A LAYOVER THAN 2 TNC14ES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS ; ROOF RAFTER BELOW , 7 Q O SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW 1 , L --'FA I ACCUMT 1LATION AND\VIND ON THE FUNCTION OF THE VENT.THE ; O O N PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF , ' O +- 1 ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA 3 p FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA Z ' TO AN APPROVED OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. 4' SANITARY SEPTIC SYSTEM SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT ; (L PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT 1 ; (� Q a0. IA PIPE OPENING. , UI U FLUM5ING RISER DIAGRAM (NTS) P3103.1.4SIDEWALLVENTTERMINAL z VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE ' U Vcc NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN ' U , TABLE P3201.7 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET ; $ 67 N It q, (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. 1 SIZE OF TRAPS FOR PLUMBING FIXTURES VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OFA TRAP SIZE MIN. STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT 1 N �, ; O a[ PLUMBING FIXTURE TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS `" 0! ,� N 1 O (INCHES) AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING , ca BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/� AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. ap ; I AND/OR WHIRLPOOL ATTACHMENTS N Q N BIDET 1 ]/4 P3103.2 FROST CLOSURE. 1 � WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0°F(48°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL CLOTHES WASHER STANDPIPE 2 BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE ' 1 ` (3)2x6 HDR (3)2x6 HDR ; z SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE 1 10:12 PITCH 10:12 PITCH DISHWASHER(ON SEPARATE TRAP) 1112 THE THERMAL ENVELOPE OF THE BUILDING. ' -------------- - ------------------___ o ' 2626 A 2 2626 AWN-2 m 1 FLOOR DRAIN 2 P3103.3 I'LASHINGS AND SEALING. ' (3)2x6 HDR 02)2x1 HDR ' THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE ' ' KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 2 WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS ' WITHOUT DISWASHER AND FOOD WASTE DISPOSER) AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. 2626 AWN-2 2020 WN LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 p3103.4 PROHIBITED USE. LAVATORY 11/4 A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A VENT TERMINAL. SHOWER(BASED ON THE TOTAL FLOW RATE, ' 10:12 PITCH • THROUGH SHOWERHEADS AND BODY SPRAYS) P3103.5 LOCATION OF VENT TERMINAL. ' FLOW RATE: AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE 5.7 GPM AND LESS 11/2 LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, ROOF �L /1 N )) MORE THAN 5.7 GPM UP TO 12.3 GPM 2 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING ,-'e, ®r MORE THAN 12.3 GPM UP TO 25.8 GPM 3 OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL1 .3 T MORE THAN 25,8 GPM UP TO 55.6 GPM 4 BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. FOR ST:1 INCH=25.4 mm,1 FOOT=304.8 mm. I I THE DESIGN OF THiS STRUCTURE IS BASED UPON T'HU PRESCRIPTIVE APPROACH USING THE R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FiRE PROTECTION OF FLOORS. 140 MILE PER HOUR ZONE - NAILING SCHEDULE , A, WOOD FRAME CONSTRUCTION MANUAL'HiGH WIND EDITION (WFCM)PUBLISHED BY THE WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO AMERICAN FOREST AND PAPER ASSOCIATION. (2018) FLAME SPREAD AND SMOKE-DEV LOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH(12.7 MM) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY 1NiSHES SHALL BE iN ACCORDANCE WiTH SECTIONS R302.9.1 THROUGH R302.9.4.GYPSUM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL (TABLE 3.1,`'JFCM HIGH WIND EDITION) NEW YORK STATE. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301,2(1)AND THE • I ,, R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, TABLE ON COVER SHEET. I • WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER TOP PLATES REATER THAN 200. DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LTMiTATiONS-SECTTON R301.2.1 Simpson Strong-Tie EXCEPTION:FLAME SPREAD INDE. REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION AC4 APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) AT EACH POST HANDRAILS;TO DOORS AND WiN OWS OR THEiR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN DEAD LOAD-SECTION R301.4 THAT ARE LESS THAN 1/28 INCH(0 91 MM)iN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM iN ACCORDANCE WiTH SECTION P2904,NFPA LIVE LOAD-SECTION R301.5 SURFACE OF WALLS OR CEILINGS F THESE MATERL4LS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER SMOKE INDEX R302.9 . INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT FLAME SPREAD INDEX R302.10 CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR CEILING JOiST TO TOP PLATE(TOE-NAILED) 4-8d PER JOiST FIRE BLOCKING R302.11 • ' STD ELECTRIC-POWERED HEATING APPLIANCES. FiRE BLOCKING MATERIAL R302.11.1 R302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE CEILING JOiST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 • • WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: LIGHT AND VENTILATION-SECTION R303 NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP MINIMUM ROOM AREAS-SECTION R304 BORED HOLE MAX EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. CEILING HEIGHT-SECTTON R305 DIAMETER 60% R302.9.3 TESTING. 3.2.FiREBLOCKING iN ACCORDANCE WiTH SECTION R302.1 1.1 1S INSTALLED COLLAR TiE TO RAFTER(FACE-NMURD) 6-8d PER TiE SANITATION-SECTION R306 TESTS SHALL BE MADE IN ACCORDANCE WiTH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE TOILET BATH AND SHOWER SPACES-SECTION 8307 O OF STUD DEPTH UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END GLAZING-SECTION R309 2"MINIMUM .a R302.9.4 ALTERNATIVE TEST MET OD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL GARAGES AND CARPORTS-SECTION R309 STDECOVER 5/8"MIN.TO EDGE AS AN ALTERNATIVE TO HAVING FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION 8310 •��:¢ THAN 200 AND A SMOKE-DEVELO D INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR RIM BOARD TO RAFTER(END-NATLEID) 2-16d EACH END EXITS-SECTION R311 • . Simpson Strong-Tie WHERE TESTED 1N ACCORDANCEWITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FiRE PERFORMANCE, WALL FRAMING STAIRWAYS-SECTION R3113 PBS44 5/8"MIN.TO EDGE CEILING FINISHES SHALL BE PER iTTED TO BE TESTED iN ACCORDANCE GUARDS-SECTION 8312 AT EACH POST FOOTING WITH NFPA 286.MATERIALS TEST D IN ACCORDANCE WITH NFPA 296 SHALL 8302.14 COMBUSTIBLE INSULATION CLEARANCE. SMOKE ALARMS-SECTION R314 MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT FOAM PLASTIC-SECTION 8316 PORCH COLUMN CONNECTIONS ° THE INTERIOR FINISH SHALL COM LY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- NOTCH MUST NOT EXCEED 1.DURING THE 40 KW EXPOSURE,1 L AMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. DWELLING UNIT SEPARATION-SECTION 8302 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMTTY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODU CTNG DEVICES ARE LiSTED FOR LESSER TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE I r PROTECTION AGAINST DECAY-SECTION 8317 40%OF STUD DEPTH RIDGE TENSION STRAP PROTECTION AGAINST TERMITES-SECTION R318 ON ANY WALL OR CEILING. CLEARANCP.S,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. CS20 USE 8-8d NAILS 3.FLASHOVER,AS DEFINED INN A 286,SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE SITE ADDRESS-SECTION 8312 1 ACCESSIBILITY-SECTION R320 iN EACH END AT 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED 1N THE LiSTiNG. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES ELEVATORS AND PLATFORM LIFTS R321 EACH ROOF RAFTER 800 KW. RECESSED LUMINAIRES INSTALLED 1N THE BUILDING THERMAL ENVELOPE FLOOD RESISTANT CONSTRUCTION-SECTION 8322 5.THE TOTAL SMOKE RELEASED THROUGHOUT TT[E TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD GENERAL NOTES: 1,000 M2. di 3-16d PER 2x6 STUD 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, BORED HOLES SHALL NOT O 4-16d PER 2x8 STUD LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND RELOCATED TN THE SAME 8302.10 FLAME SPREAD INDEX AN SMOKE-DEVELOPED INDEX FOR INSULATION. - BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF CROSS SECTION OF CUT OR FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS w BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, i-16d(SEE NOTE 1,2) PER FOOT ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. RAFTER NOTCH IN STUD ACCORDANCE WiTH SECTIONS R302.10.1 THROUGH 8302.10.5. (p R31f1 1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. ENDJOIST OR BLOCKING(FACE-NAILED) 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES R302.10.1 INSULATION. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE FLOOR FRAMING MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN JOiST TO SiLL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOiST REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, NOTCHING AND BORED HOLE LIMITATIONS SHALL COMPLY WiTH THE REQUi EMENTS OF THiS SECTION.THEY SHALL EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A BRIDGING TO JOiST(TOE-NAILED) 2-8d EACH END 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND DEVELOPED INDEX NOT TO EXCE D 450 WHERE TESTED IN ACCORDANCE PUBLIC WAY. RIDGEBEAM FOR INTERIOR NONBEARING WALLS WITH ASTM E84 OR UL 723.INSUL TING MATERIALS,WHERE TESTED IN EXCEPTIONS: EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE JOIST HANGER REQUIRED ACCORDANCE WiTH THE REQUIRE ENTS OF THiS SECTION,SHALL INCLUDE 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM AT CATHEDRAL CEILINGS (WFCM 2015 SBC HIGH WIND EDITION) FACINGS,WHERE USED,SUCH ASVAPOR RETARDERS,VAPOR PERMEABLE EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. LSSU OR EQUAL (18.58 SQ.M.). RIDGE MEMBRANES AND SIMILAR COVE INGS. 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - 3-16d EACH BLOCK EXCEPTIONS: 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WiTH SECTION Y2901, � TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND LWHERE SUCH MATERIALS ARE I STALLED IN CONCEALED SPACES,THE SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED To HAVE LEDGER STRiP TO BEAM(FACE-NAILED) 3-16d EACH JOiST TENSION-STRAP DETAIL FLAME SPREAD INDEX,AND SMOK -DEVELOPED INDEX LIMITATIONS DO NOT EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT w PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPLY TO THE FACINGS,PROVIDE THAT THE FACING TS INSTALLED TN HAS ONE OF THE FOLLOWING: o CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS SUBSTANTIAL CONTACT WITH TH UNEXPOSED SURFACE OF THE CEILING, 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE m EMERGENCY ESCAPE AND RESCUE OPENING. FLOOR OR WALL FINISH. 1n OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS Simpson Strong-Tie Tie 2.CELLULOSE FIBER LOOSE-FILL I SULA71ON THAT IS NOT SPRAY APPLIED 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION 8311. w BAND JOiST TO JOiST(END-NAILED) 3-16d PER JOiST AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE P g TOP PLATES o ENGINEER. H-2.5 CLIPS @ 16"O.C. AND THAT COMPLIES WITH THE R QUIREMENTS OF SECTION R302.10.3 SHALL R3In.I.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. BAND JOiST TO SiLL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT USE 9-8d NAiLS NOT BE REQUIRED TO MEET THE AME SPREAD INDEX REQUIREMENTS BUT EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM s 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS AT EACH STUD SHALL BE REQUIRED TO MEET A S OKE-DEVELOPED INDEX OF NOT MORE THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS.TOOLS OR SPECIAL w THAN 450 WHERE TESTED 1N ACC RDANCE WITH CAN/UUC$102.2. kNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING LCu ROOF SHEATHING I INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) T FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8.2. AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY m AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE WITH ASTM F2090. STRUCTURAL PANELS 8d SEE TABLE 3.11 THiS SHEET LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE 8302.10.2 LOOSE-FILL INSULATION 8310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. A NAMED INSURED ON ANY AND ALL POLICIES. STUD LOOSE-FILL INSULATION MATERL LS THAT CANNOT BE MOUNTED IN THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIAGONAL BOARD SHEATHING 1"x6"OR 1"x8" 2-8d PER SUPPORT 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. ASTM E84 OR UL 723 APPARATUS ITHOUT A SCREEN OR ARTIFICIAL SUPPORTS DIMENSIONS As SPECIFIED IN THIS SECTION. SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF R310.7..1 MINIMUM OPENING AREA. SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. I"x 10"OR WIDER 3-8d PER SUPPORT 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR CREOSOTED. BORED HOLE MAX EXCEPTION:CELLULOSIC FIBER L OSE-FILL INSULATION SHALL NOT BE OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR CEILING SHEATHING REQUIRED TO BETE STED IN ACCORDANCE WITH CAN/ULC S102.2,PROVIDED OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY DIAMETER 40%v THAT SUCH INSULATION COMPLY S WiT14 THE REQUIREMENTS OF SECTIONS THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE 8.A SiNGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH I OF STUD DEPTH R302.10.1 AND R302.10.3. OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL GYPSUM WALLBOARD Sd COOLERS T'EDGE/l O°FIELD BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. ,^ "` , BE NOT LESS THAN 24 INCHES(6 10 MM)AND THE NET CLEAR IVIDTH SHALL BE NOT LESS THAN 20 INCHES(508 MM). 9. > C > /� I . 5/8"MIN.TO EDGE CELLULOSIC CELLULOSIC FIBER LOOS -FILL INSULATION. EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL WALL SHEATHING A ALL BATHROOMS WITHOUT'OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED CELLULOSIC FiBER LOOSE-FILL 1N ULATiON SHALL COMPLY WITH CYSC 16 CTR, HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEiiT U A5 PER NEW YORK STATE CODE. p p ; PARTS 1209 AND 1404.EACH PACK GE OF SUCH INSULATING MATERIAL SHALL (0.465 SQ.M.)STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WiTH OUTDOOR DESIGNED ° 4 ° �( ° 4 BE CLEARLY LABELED iN ACCOR ANCE WiTH CPSC 16 CFR,PARTS 1209 AND n n q 5/8"MIN.TO EDGE 1404. R310.2.2 WINDOW SILL HEIGHT. FIREBOARD PANELS AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. G' `� :: G, `� G, `� ` WHERE A WINDOW IS PROVIDED AS THF,EMERGENCY ESCAPE AND RESCUE '1 7/16" 6d 3"EDGE/6"FIELD 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS 017 ANCHOR _ •� _ OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES X 8302.1 Q4 EXPOSED ATTiC INSULA ON. � 4 (I 1 IS MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT % BOLT, > G . > 41 . > D . > D . > NOTCH MUST NOT EXCEED EXPOSED INSULATION MATERIAL INSTALLED ON ATTIC FLOORS SHALL HAVE SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION THE N.Y,B.F.U.AND A N.Y.B.F.U.CERTIFICATE iS TO BE PRESENTED TO THE OWNER AT THE o I I 0 p L Q ,� I L COMPLETION OF THE JOB. 32 O.C, <7, . �° I I �° �° . �° 25%OF STUD DEPTH A CRITICAL RADIANT FLUX OF NO LESS THAN 0.12 WATT PER SQUARE R310.2 3. � I � 25/32" 8d 3"EDGE/6"FIELD ' ' 4 4 < CENTIMETER. /n , I /� / n > C NOTCHES SHALL NOT BE R310.2.3R'INDOW WELLS. � 0) Y_ 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE - G= n ✓ L' t' , G= L= L LOCATED IN MIDDLE ONE-THIRD THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD 4 8302.10.5 TESTING. UJ NQ Kl () SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. 5 _ 5 > > ° QF STUD LENGTH SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF V 'n 0 u D . > /` . > D . > c . > c IF HOLE IS BETWEEN 40%AND 60% TESTS FOR CRITICAL RADIANT FL X SHALL BE MADE Th ACCORDANCE WITH NOT LESS THAN 36 INCHES(914 MM).THE AREA OF Tl IE WINDOW WELL SHALL n/ HARDBOARD 8d SEE TABLE 3.11 THIS SHEET 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. 0 4 A C o Q L 4 o n ' OF STUD DEPTH,THEN STUD MUST ASTM E970. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY 1-rl<- 0 r �. uj 4 ° .6 ° 4 ° 4 BE DOUBLE AND NO MORE THAN OPENED. '',,11 Z N PARTICLEBOARD PANELS 8d SEE TABLE 3.It THIS SHEET 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK > C T 8302.11 FIREBLOCKING. EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL J-1-t CD r 1 'A , Z\ `^ , b '&p , BORi;D HOLES SHALL NOT TWO O SUCCESSIVE STUDS ARE IN COMBUSTIBLE CONSTRUCTION FIREBLOCKING SHALL BE PROVIDED TO BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE . ff DOUBLED AND SO BORED CU'T OFF BOTH VERTICAL AND HO 1ZONTAL CONCEALED DRAFT OPENINGS REQUIRED DIMENSIONS OF THE WINDOW WELL. � m ( � ul ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE L[ DIAGONAL BOARD SHEATHING GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. N S � _ �° 4 BE TJ=•GATED TN THE SAME D . > D . > D CROSS SECTION OF CUT OR AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN 8310.2.3.1 LADDER AND STEPS. I A 0 0 Fest 1"x6"OR 1"x8" 2-8d PER SUPPORT 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE 4 A 4 0 ATOP STORY AND THE ROOF SPA E. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44INCHES CODE'S MINIMUM STANDARDS. ° 4 ° • 4 NOTCH TN STUDt;;�' FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE (11 I8 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR M 1"x10"OR WIDER 3-8d PER SUPPORT �/ n > Q FOLLOWING LOCATIONS: STEPS USABLE WH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS Cj X E) O FLOOR SHEATHING 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND L 1.iN CONCEALED SPACES OF STUDWALLS AND PARTITIONS,INCLUDING OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY @ _ ° FURRED SPACES AND PARALLEL OWS OF STUDS OR STAGGERED STUDS,AS OF N SECTION R311.7.N12 LADDERS OR RUNGS SHALL HAVE AN INSIDE THAN 3 cz U- C OF NOT LESS THAN 12 INCHES(305 MM).SHALL PROJECT NOT LESS THAN 3 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR NOTCHING AND B ORED HOLE LIMITATIONS �" � u1 STRUCTURAL PANELS WALL TO FOUNDATION FOLLOWS: WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED INCHES(7G Mbi)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN L1.VERTICALLY AT THE CEILINAND FLOOR LEVELS. 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THF. 0 0 ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. OR EXTERIOR WALLS AND BEARING WALLS > 1"OR LESS 8d 6"EDGE/12"FIELD 'FOR WINDOW WELL. GREATER THAN I" 10d 6"EDGE/6"FiELD 17,THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). R310.2.3.2 DRAINAGE. 1�1 Q- N WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY 11-t INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, (WHERE FOUNDATION fsET6 FILLED IN AT (WFCM 2015 SBC HIGH WIND EDITION) CONNECTING TO THE BUIILDING's FOUNDATION DRAINAGE SYSTEM (v CONTRACTOR OR LOCAL BUILDING DEPARTMENT. 2.AT INTERCONNECTIONS T SOFF N CONCEALED VERTICAL AND HORIZONTAL 1-F- EXISTING O.H.D. OPENINCs TO BE REi"IOYED) REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. ,t DIAGONAL BOARD SHEATHING SPACES SUCH E OCCUR B TWE S,DROP CEILINGS AND COVE CEILINGS. EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS iS NOT REQUIRED U- 3.1N CONCEALED SPACES SETWE N STAIR STRINGERS AT THE TOP ANDWHERE T14E 1"x6"OR 1"x8" 2-8d PER SUPPORT UPLIFT-CONTINUOUS PATH CONNECTORS BOTTOM OF THE RUN.ENCLOSED PACES UNDER STAIRS SHALL COMPLY WITH MIXTURE SOILS IN ACCORDANCE HITHE UNITED SOIL CLASSIFICATION IL IL 1"x10"OR WIDER 3-8d PER SUPPORT LOAD PATH STAYS INTACT(NO CHANGE) 8d NAIL AT 4"O.C. SECTION R302.7. .GROUP I SOILS,AS DETAILED IN TABLE 84(15.1. 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. UPLIFT'-CONTINUOUS PATH CONNECTORS A D OPENINGS AROUND VENTS, IVES,DUCTS,CABLES AND T THE AT CEILING IF WALL SHEA1'IIING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, AND FLOOR LEVEL,WITH•4N APP OVED MATERIAL TO RESIST THE FREE PORCHES..4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND PASSAGE OF FLAME AND PRODUC S OF COMBUSTION.THE MATERIAL FILLING PORCHES. EMERGENCY ESCAPE AND RESCUE L OPENINGS P INSTALLED UNDER DECKS AND NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, USE SIMPSON STRONG-TIE CONNECTORS - I / 1,111''.."I'll'' .11111111111111!111� THIS ANNULAR SPACE SHALL NO BE REQUIRED TO MEET THE ASTM E136 PORCHES SHALL BE FULLY oPENABE AND PROVIDE A PATH NOT LESS THAN �1�R?;;` SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. FOLLOW PRODUCT SELECTION GUIDE AND 12"MAX. REQUIREMENTS.THE OCx1NG OF CHl NEMS AND FIREYLACP.S,SEE SECTION 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. �! T 11 xy y,` INSTALLATION MANUAL FOR HIGH WIN RESISTANT C� 2.WHEN WALL SHEATHING IS CONTTNLIOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF CONSTRUCTION CATALOG C-HW02 81003.19. 8310.2.5 REPLACEMENT WiNDOWS. P� e (- INSTALLATION REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF i^ 6.FIREBLOCKING OF CORNICES O ATWO-FAMILY DWELLING IS REQUIRED AT Q NAiLS SHALL BE PERMITTED TO BE REDUCED TO I-I 6d NAIL PER FOOT. NAiLS BASED ON ENDWALL OISTS THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT � 57 THE LINE OF DWELLING UNIT SEP. ATION. REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION * (1�r �� ,! RAFTER TO STUD CONNECTION USE: SHEAR WALL REQUIREMENTS R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE r W � {,f" TABLE 3.11 (WFCM HIGH WIND EDITION) MTS 12,EACH ROOF RAFTER R302.11.1 FiREBLOCKING MATERT LS. FOLLOWING CONDITIONS: ,$I( USE 8 16d NAILS AT EACH END EXCEPT AS PROVIDED IN SECTION R302.11,ITEh14,FIREBLOCKING SIIALL I.THE REPLACEMENT WiNDOW iS THE MANUFACTURER'S LARGEST iIl �11 (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) %/ F � � 4 � N CONSIST OF THE FOLLOWING MA RIALS: STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR 2 (--4,- b-5_a WALL SHEATHING ATTACHMENT RE UIREMENTS FOR WIND LOADS A A 1.TWO-INCH(51 MM)NOMINAL L 'MBER. EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME (p Q RAFTER TO RIDGE TO RAFTER CONNECTION USE: OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES (' CS20 USE 8 8d NAILS IN EACH END 2.TWO THICKNESSES OF 1-INCH( 5.4 MM)NOMINAL LUMBER WITH BROKEN FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING 07 493 SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING NO CEILING BLOCKING LAY JOINTS. WINDOW. fj \_' . OR PANEL SIDING FOR 8d COMMON NAILS ' AT EACH ROOF RAFTER DIAPHRAGM CENTER 2x BLOCKING 3.ONE THICKNESS OF 23/32-INCH 18.3 MM)WOOD STRUCTURAL PANELS WITH 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. CIF S 1 nC� I (SEE NOTE 1) (TNCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) REQUIRED ON SHEATHING JOINT BLOCKING JOINTS BACKED BY 23/32-INCH(1 1.3 MM)WOOD STRUCTURAL PANELS. -' PORCH POST TO DECK USE: 4.ONE THICKNESS OF 3/4-INCH(I .1 MM)PARTICLEBOARD WITH JOINTS BACKED 8310.3 EMERGENCY ESCAPE AND RESCUE DOORS. E 6 2-AC4 -USE 14-16d NAILS WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND BY 3/4-INCH(19.1 MM)PARTICLEBOARD. RESCUE OPENING,iT SHALL BE A SIDE-HiNGED DOOR OR A SLIDER.WHERE 4'EDGE ZONE 15/32 WOOD STRUCTURAL PANELS 5.ONF.-HALF-INCH(12.7 MM)GYPSUM BOARD. THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH JEFFREY T. BUTLER, P.E. 6 F 12(SEE NOTE 2) PORCH POST TO GiRDER USE:2-AC4 ON GABLE FACE AND ON WALL BELOW 6.ONE- UARTER-INCH(6.4 MM)CEMENT-BASED MTLLBOARD. AN AREA WELL. BASED ON SHEARWALL REQUIREMENTS SECTION A-A Q 7.BATTS OR BLANKETS OF MINE WOOL OR GLASS FIBER OR OTHER E 6 USE 14- 16d NAiLS APPROVED MATERIALS INSTALL DIN SUCH A MANNER AS TO BE SECURELY 8310.3.1 MINIMUM DOOR OPENING SIZE. Q RETAINED 1N PLACE. THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS Q INTERIOR 7.ONE 16 GABLE ENDWALL BALLOON FRAMING AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE PORCH ROOF RAFTER TO GIRDER USE: 8.CELLULOSE INSULATION]NST LLED AS TESTED 1N ACCORDANCE WITH r F 12 R'ITH SECTION 831(1.2.1. }' m MTS 12 AT EACH ROOF RAFTER ASTM EI 19 OR UL 263,FOR THE SPECTFiC APPLICATION.PREFERRED METHOD 0 8 R310.3.FLOOR BRACING AT END BAYS AREA WELLS HALLWELL0 E=NAIL SPACING AT PANEL EDGES(TN.) 8302.11.1.1 BAITS OR BLANKETS OF MINERAL OR GLASS FIBER. AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES(914 MM). O N o F=NAiL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FiELD(iN.) BATTS OR BLANKETS OF MINERAL OR GLASS FiBER OR OTHER APPROVED THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND 1� IL 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT ROOF FRAMING DOUBLE TOP PLATE (WFCM FIGURE 3.7b) NONRIGID MATERIALS SHALL 4 PERMITTED FOR COMPLIANCE TRUWITTHE RESCUE DOORADDS BE FULLY OPENED. r 0 Q 0 l0-FOOT(3048 MM)HORIZONTA�{FIREBLOCKING 1N WALLS CONSTRUCTED Z USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. R.1 10.3.2.1 LADDER AND STET'S. O REQUIREMENTS SHALL BE USED. AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES 0 118 MM) O O V SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS I- 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING EXTERIOR OR BEARING WALL R302.11.1.2 UNFACED FIBERGLAJS. USABLE WiTH THE DOOR iN THE FULLY OPEN POSITION.LADDERS OR STEPS f- F- Q Simpson Strong-Tie UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH �{ r MEMBERS WITH GZ0.49.FOR FRAMING MEMBERS WITH 0 42<G<0.49,THE NAIL SPACINGS SHALL U210 2X6 SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT ` .1 m THE ENTIRE CROSS SECTION OF HE WALL CAVITY TO A HEIGHT OF NOT LESS n z d BE REDUCED TO 6 INCITES O.C. 10 , LESS THAN 12 INCHES(305 h1M).SHALL PROJECT NOT LESS THAN 3 INCHES Q- z AT EACH RAFTER THAN i G TNCHES(40G MM)ME.45 RED VERTICALLY.WFIERE PIPING,CONDUIT v 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 4-10d X 1 1/2° RiPPLE S S OR SIMILAR OBSTRUCTIONS AR ENCOUNTERED,THE INSULATION SHALL BE (45 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN!TENCHES O N Q STUD TO RAFTER CO v`:1ECTION (457 MTI)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR PACKED TIGHTLY AROUND TIIE OBSTRUC TION. STAIRWELL. z < 1 1 FOR COMMON NAILS. OR FLOORITO FLOOR CONNECTION W � O NOTE: I HEADER x DEPENDING ON CONU ETON,SEE R302.11.1.3 LOOSE-FILL INSULAT ON MATERIAL. R310.3.2.2 DRAINAGE. ATTACH LEDGER TO FRAMING DETAILS 0N SHEET 7 OF 7 THiS SET LOOSE-FILL INSULATION MATO TAL SHALL NOT BE USED AS A FTREBLOCK AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING I = I- i__ TABLE 3.10 (WFCM HIGH WIND EDITION) MEMBER WITH 2-1/2"X S"LAG NOTCH GREATER THAN UNLESS SPECIFICALLY TESTED . THE FORM AND MANNER INTENDED FOR TO THE BUILDING'S FOUNDATION DRAINAGE SY=,.M REQUIRED BY SECTION < zi ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS BOLTS R 16"ON CENTER HEADER TO STUDS 50%c OF THE PLATE WIDTH USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. 0 D 0 (I 40 MPH 3-SECOND GUST=.I 20 MPH FASTEST-MTLE WIND SPEED[PER TABLE R301.2(4)A) I I EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS iS NOT REQUIRED N N THE SPREAD OF FIRE AND HOT CEASES. WHERE THE FOUNDATION IS T WELL-DRAINED SOIL OR SAND-GRAVEL W 0 STRUCTURAL SHEATHING MAXIMUM NAIL SPACING MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION (n Z v N SHEATHING LOCATION STUD SPACING FULL LENQTH 16 GAGE(0.054")AND R302.11.2 FIREBLOCKING INTEGRITiY. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. J O (SEE NOTE I OR PANEL SIDING FOR 8d COMMON NAILS HEADER STUDS 1.5"WIDE METAL TIE THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. O 0 (INCHES,O.C.) WALL STUDS R310.4 BARS,GRILLES,COVERS AND SCREENS. IL c (SEE NOTE 3) (INCHES,O.C.) ACROSS AND TO EACH WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED LL - 8302.12 DRAFTSTOPPING. OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR NO SIDE OF THE NOTCH d) E 6 Simpson Strong-Tie INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH WiNDOW WELLS,THE MiNiMUM NET CLEAR OPENING SiZE SHALL COMPLY O T UP IFI CONNECTION IS REQUIRED WITH 8-16d NAILS � u- 1I m 4'PERIMETER EDGE ZONE 16 F 6 U210 2X6 ABOVE AND BELOW THE CONCEA ED SPACE OF A FLOOR-CEILING ASSEMBLY, WITH SECTIONS 8310.2.1 THROUGH 8310.2.3,AND SUCH DEVICES SHALL BE - .O --____ AT ACH END OF HEADER AND EACH SiDE DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE 01,A KEY, E 6 __ '''"'-''' _ __ AT OTTOM OF HEADER STUDS IN SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR � AT EACH CEILING JOIST INTERIOR ZONE 16 4-1 Od x I 1/2" THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. I-- F 12(SEE NOTE 2) I ` I I I ' I ADDITION TO CONNECTORS AT DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE E 4 ' SNC >})PLTF ; WALL STUDS AND AT TOP AND THE ASSEMBLY 1S ENCLOSED BY FLOOR MEMBRANE ABOVE AND A CEILING 8310.5 DWELLING ADDITIONS. � Q i GABLE ENDWALL RAKE AND RAKE TRUSS ' ' CO CT ' ' B07TOM OF CRIPPLES MEMBRANE BELOW,DRAFTSTOPYING SHALL BE PROVIDED 1N FLOOR-CEILING WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY � 1) Q F 4 I I REQUIRED R I I TOP PLATES ASSEMBLIES UNDER THE FOLLOW NG CIRCUMSTANCES: ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING V E=NAIL SPACING AT PANEL EDGES(IN.) I I I I I I I I 1.CEILING IS SUSPENDED UNDER FLOOR FRAMING. ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY I I I I I I I I 2.FLOOR FRAMING IS CONSTRU . D OF TRUSS-TYPE OPEN-WEB OR ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEAIENIT. F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) PERFORATED MEMBERS. EXCEPTIONS: 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH w STUD TO PLATE -- ].AN EMERGENCY ESCAPE AND RESCUE OPENING iS NOT REQUIRED 1N A NEW BASEMENT THAT CONTAINS A SLEEPING ROOM VITTH AN EMERGENCY ESCAPE SHALL BE USED. 416 /FOUNDATION PiPE 8302.12.1 MATERIALS. AND RESCUE OPENING. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS DRAFTSTOPPiNG MATERIALS SHA L BE NOT LESS THAN 1/2-INCH(12.7 MM) 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED 1N A NEW � . 1 L ___l SIDE OF THE ROOF PEAK,THE 4 FOOT PERIM Q ; v6 Simpson Strong-Tie GYPSUM BOARD,318-INCH(9.5 M WOOD STRUCTURAL PANELS OR OTHER BASEMENT WHERE THERE iS AN EMERGENCY ESCAPE AND RESCUE OPENING 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS I b U210 2X6 HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS T r 1N AN BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. APPROVED MATERIALS ADEQUAT LY SUPPORTED.DRAFTSTOPPING SHALL PAGE0 WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G .49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCI]ES O.C. AT EACH DECK/PORCH JOIST STUD TO PLATE/FOUNDATION: BE INSTALLED PARALLEL TO THE 7L�OOR FRAMING MEMBERS UNLESS tNYIR310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. 4_10d x 1 1/2" (OPENINGS LESS THAN 6 FEET):USE DSP W/8 l Od NAiLS IN STUD AND 4 1 Od NAiLS IN PLATE OTHERWISE APPROVED BY THE BE[ILDiNG OFFICIAL.THE INTEGRITY OF THE ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS /� (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL P7',R DETAIL SHEET 7 DRAFTSTOPS SHALL BE MAINTAIN ED. APPENDIX J OF THIS CODE. WiTH G>0.49.FOR FRAMING MEMBERS WITH 0.42<0<D.49,THE NAiL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TYPICAL PORCH/DECK TYPICAL FRAMING AND UPLI T TOP PLATE FRAMING . , 4.WITH G>0.49 F4 INCH O.C.NAIL OR FRAMING MEMBERSINWITH 0 42<G<0.49,THE NAIL SPACINGS ATHING ATTACHED SHAL BE EDUC D TOT3 HNCHF,SO.C. LEDGER CONNECTIONS CONNECTIONS FOR OPENINGS TO ACCOMMODATE PIPING COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P-E., P.C. I ... §RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT SEE DETAIL SHEET FOR OPENINGS PROTECTED BY SCOPE of WORK- DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF HIGH WIND CONNECTION WOOD STRUCTURAL PANELS REPAIR OF DWELLING FROM NORMAL WEAR AND TEAR (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY REQUIREMENTS PERSUANT TO R301.2.1.2,SEE NEW KITCHEN,REFURBISH 2 BATHS,NEW SIDING, WIND SUBJECT TO DAMAGE FROM D USE/SHIELD WINTER AIR ICE §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: FASTENING SCHEDULE ON NEW ROOF STRUCTURE AND ROOFING,ADDITION TO GROUND SEISMIC FROST DESIGN FREEZING UND E SHIEL ENT WALL SHEATHING OCCUPANCY MEAN SPECT TYPE OF DETAIL SHEET IN THIS SET. FLOOR PLAN CAPTURING EXISTING EXISTING GARAGE PEED EXPOSURE FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. SPACE FOR A GREAT ROOM.NEW WINDOWS AS NOTED SNOW (MPH) ATAGORY DESIGN LINE TEMP. INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION 3/ `� EXISTING MECHANICALS TO REMAIN.NEW WOOD BURNING LOAD CATAGORY WEATHERING DEPTH TERMITE DECAY oS" 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LICHT-FRAME COLD-FORMED FIREPLACE, MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf STEEL WALLS. EXISTING STRUCTURE HAS 2 BEDROOMS.NO CHANGE TO 20 psf 140 B C SEVERE 36" TO HEAVY MODERATE 11 599 YES 40 psf 20 psf SFD 18'-11 14'-2" 1:3 FIRST FLOOR= 1,448 S .FT. TYPE V FIRM MAPS INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf Q 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. BEDROOM COUNT IS PROPOSED. ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2020 NYS UNIFORM CODE: LUINDOLU PERFORMANCE DATA: ALL PLANS HAVE BEEN DRAWN IN ACCORDANCE TABLE 8301.6 T 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, THESE 2020 RESIDENTIAL BUILDING CODE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE STEEL WALLS. ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNG: THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 PUBLISHED BY NEW YORK STATE. PER SQUARE FOOT OF HORIZONTAL PROJECTION 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY U=.30, S1-CSC=.31, DP 30, LOW E SUN (ANDERSENWINDOW.COM) ENERGY CONSERVATION CONSTRUCTION CODE TO THE BEST OF OUR KNOWLEDGE,THESE PLANS TRIBUTARY LOADED WALLS. PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. AREA IN SQUARE FEET FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF SOUTHOLD ZONING 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. AND CONSTRUCTION CODES. MEMBER WALLS. SOIL BEARING CAPACITY FOR THIS SITE OTO 1201 TO OVER EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 IS BASED ON TEST HOLES BY OTHERS ROOF SLOPE 200 600 600 KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED AND HAS BEEN DETERMINED BE THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN 2,000 PSI(SW,SP)PER TABLE 840011.4.1 FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 OF THE 2015 IRC WITH 2016 UNIFORM CODE (1:3) ACCORDANCE WITH TABLE RR301.2.2.4. SUPPLIMENT PUBLISHED BY NEW YORK STATE. RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 12 INCHES PER FOOT(1:1) TABLE 8301.7 RISE 12 INCHES PER FOOT(1:1)AND GREATER 12 12 12 ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS o z ( CONT. RIDGE VENT STRUCTUAL MEMBER ALLOWABLE CONT. RIDGE VENC IL DEFLECTION N 'm RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 NEW ASPHALT ROOFING TYP. p WITH NO FINISHED CEILING ATTACHED TO RAFTERS 2 N INTERIOR WALLS AND PART]CIANS H/180 10 a i FLOORS AND PLASTERED CEILINGS L/360 HARDIBATTEN BOARD 4 BATTEN_ _ ALL OTHER STRUCTURAL MEMBERS L/240 SIDING EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 FINISH IF EXTERIOR WALLS-WIND LOADSVITH BRITTLE L/240 J FINISHES - EXTERIOR WALLS-WIND LOADSAVITH TOP OF PLATE zU120 0 FLEXIBLE FINISHES w 0 NOTE:L=SPAN LENGTH,H=SPAN HEIGHT m A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES 5/4"x4" AZE< cncn THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE CORNER BOARDS, DETERMINING DEFLECTION LIMITS HEREIN. TYP, o w 5/4"x4" AZE1C oo ASING, TYP. m EW HARDI-PLANK SIDINGS TYP. ® � 10" SQUARE; HBtG IBERGLAS5 COLUMN, TYP. - TOP OF SUBFLOOR GRADE FRONT ELEVATION U . � d u- 12 12 8 AC u 12 � 3 � „� � r .001 cq X O 0 � z � c1� NEW HARDI-PLANK SIDING TYP. NEW HARDI-PLANK SIDING TYP. ,,_ ci 00 ui c<1 SECTION R312:GUARDS AND WINDOW FALL PROTECTIONfli R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 ENGINEER: R312.1.1 WHERE REQUIRED. GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO ' .�C•ri `ti;,t.... Cil THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R312.1.2 HEIGHT. REQUIRED GUARDS GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT RIGHT (�V I D� ELEVATION DEFT SIDE ELEVATION WALKING SURFACE OR THELINE CONNECTING THE NOSINGS. EXCEPTIONS: 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT JEFFREY T. BUTLER, P.E. LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. Q m 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN p ri SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED m VERTICALLY FROM A LINE CONNECTING THE NOSINGS. N 8 0 O R312.1.3 OPENING LIMITATIONS. Q a REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING a SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A ~ 3 a CIS O SPHERE 4 INCHES(102 MM)IN DIAMETER. z 0 EXCEPTIONS: A 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE Q a z z OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT O Q p ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. z s ° R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS, W I-- PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE 12 m REQUIREMENTS OF SECTIO'v R317.4. R312.2 WINDOW FALL PROTECTION. =, _� O WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH Y SECTIONS R312.2.1 AND R312.2.2. -- 77_ IL -TOP 01= PLATE - -- zs - R312.2.1 WINDOW SILLS. n N O IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW4 `�~� t' !I LL O =� OPENING IS LOCATED LESS THAN 24 INCHES(610 NIM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE UEH'''SIG `_PT >_i__ \ OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE Mlk'71\F 0SC): l-?I'm OPERABLE WINDOW SHALL,COMPLY WITH ONE OF THE FOLLOWING: 10 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL NEW HARDI-PLANK SIDING TYP. DEVICES THAT COMPLY WITH SECTION R312.2.2. -- - -TOP OF SUBFLOOR PAGE : R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. GRADE THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REAR ����Y/ J`A TION 1 O f REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. LINE OF PORCH ABOVE CHAPTERI I[RE]:ENERGY EFFICIENCY: [NY]N1109.1.1(R503.1.1)BUILDING ENVELOPE. NOTE: BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION ^` '�+` THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE"ENERGY CODE" IS N1102.1.2 OR N1102.1.4,SECTIONS N1102.2.1 THROUGH Nl102.2.13,N1102.3.1,N1102.3.2,N1102.4.3 AND N1102.4,5. ..' GIRDER `..' `..' ADOPTED PURSUANT TO ARTICLE 11 OF THE ENERGY LAW.THE ENERGY CODE IS SET FORTH IN EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS PART 1240 OF TITLE 19 OF THE NEW YORK CODES,RULES AND REGULATIONS("PART 1240")AND IN FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: THE PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240.THOSE PUBLICATIONS INCLUDE, LSTORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. BUT ARE NOT LIMITED TO,THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK 2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE U STATE(THE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENTIAL CAVITIES ARE FILLED WITH INSULATION. 0 /� BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE"ECCCNYS- 3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. A --------, RESIDENTIAL PROVISIONS." 4.ROOF RECOVER. -----------------, CHAPTER 11 IS INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND 5.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS CODE.HOWEVER,THE DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. a i i i LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS SET FORTH IN PART 1240 AND THE 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240,AND IN THE EVENT OF ANY CONFLICT TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR EXISTING Q BETWEEN THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH FENESTRATION ASSEMBLY TO BE REPLACED. BILCO DOOR ('I IN CHAPTER 11,THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WILL CONTROL, TALTERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, 0 PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. i .4 SECTION N1107(R501):EXISTING BUILDINGS-GENERAL: N1109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION N1107.1(R501.1)SCOPE. PRODUCT,INCLUDING SASH AND GLAZING,THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE i THE PROVISIONS OF SECTIONS N1107 THROUGH NI l l l SHALL CONTROL THE ALTERATION,REPAIR, APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED IN TABLE N1102.1.2.WHERE MORE ADDITION AND CHANGE OF OCCUPANCY OF EXISTNG BUILDINGS AND STRUCTURES. THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE _ ____ [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS, OF THE U-FACTOR,SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN -' •--------"-------------------------------------------" """i""""""""""""'""""""'""""""""'"""""""""'""""""""""""""""""""''"--"-"--"""-"----- -- --------- ------- - ^----------�^- -�--' OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. ' WITH SECTION N1108,N1109 OR N1110.UNALTERED PORTIONS OF THE EXISTING BUILDING OR __ __________________________________________________ ____________--________________________-_____F_____ __________________________- BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER. N 1109.1.2(R503.1.2)HEATING AND COOLING SYSTEMS. ----"---"-----" ------ ----"-"---------------- - - EXCEPTION:THE EXCEPTIONS OF SECTION N1101.1 OF THIS CODE SHALL APPLY. NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION N1103. N1107.2(R501.2)EXISTING BUILDINGS. EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT N ' ' EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED Q16 ' ' ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF AN TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3. ,_----_-: i :_________ _______________________________________________ �j i I IL 0 i i EXISTNGBUILDING ORBUILDING SYSTEM LAWFULLY IN EXISTENCE ATTHE TIME OFADOPTION OF 0 i `' p _ THIS CODE. N1109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION z i .-71 -- ------------------------------+ oo N1107.3(R501.3)MAINTENANCE. N1103.5. CRAWL SPACE O _ ' I SIMPSON (2) 2X8 HANGER ' ' o BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY 1L EXISTING SLAB O -� i CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE SHALL BE MAINTAINED IN N1109.1.4(8503.1.4)LIGHTING. - - - - _-_-___' ! - - - _-__ , COMPLIANCE WITH THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION NI 104.1. - - AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF THE LUMINAIRES N A SPACE, ,jj m i i i i l7 EXISTING OIL BURNER 70 REMAIN, i i i Q- ,p ' I, (1�)1rx8 F.J. 72�2x8�.f THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. Q z r - - - - , , x ' , , , PROVIDE NEW UL APPROVED CHIMNEY Q OF ENERGY CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING L.O. NEW WALL ABOVE N NEW 8" CMU PIER ON , I' STRUCTURES. NI109.2(R503.2)CHANGE IN SPACE CONDITIONING. N 24°44"x12" DEEP ' ' ' ANY NONCONDTTIONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE a ; I ' ' ' ' ' NOTE: FRAME WALL BELOW [NY]N1107.4(R501.4)COMPLIANCE. SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. EXISTING STEEL 1 , , FOOTING, SAWCU7 AND ' ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY COLUMN I ' ' I ' ' ' ' ; I' PERIMTER OF NEW FLOOR ; ; , , , � , ,PATCH EXISTING SLAB , EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR ALTERATIONS, WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 SYSTEM TO SLAB. REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THE PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N1105.3. USE 2X4 ACQ AT SLAB. NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE THE UNIFORM CODE THE SECTIONN1110(R504):REPAIRS: (3) PROVIDE 5/8 F.C. GWB , , M NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. - - - - - - EXISTING GIRDERI '-4-'- - - - �� -- , - - - - - - 10 FLUSH ON TOP; , (3) 2X10 FLUSH ON i OP , , , n N1110.1(R504.1)GENERAL. = - - - - - 1 -+ ' ' N1107.5(R501.5)NEW AND REPLACEMENT MATERIALS. BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION -___ ___ , SAW CUT NEW EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE NI 107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED „ ( ' •--y- OPENING APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL I i ' ' CUT IN BEAM POCKET ' W i i FOR DOOR FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE Zr0 ---- ------ ' U ' ' ' ' VERIFY M.O. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD REQUIRED BY SECTION N1107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR Z NOTE: CHIMNEY ABOVE O , ' ' NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS c7 EXISTING CELLAR I I I ' o ' IS 70 $E REMOVED _ , Ul EXISTING SLAB , , 1N THIS SECTION. w EXISTING SLAB I i i I ' I ' �0 Q ' ' ' [NY]N1107.6(R501.6)HISTORIC BUILDINGS. o ixEXISTING SLAB NO PROVISIONS OF THIS CHAPTER 1RELATING TO THE I 1 I v , (� 1 ELICONSTRUCTION,REPAIR,ALTERATION, [NY]N1110.2(R504.2)APPLICATION. } i PROVIDE Fwall F.C. GWB ON , , , 'USE EXISTING Q , RESTORATION,AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: l7 , - -� i Z WALL AND CEILING PER CODE I 1 - -- - -- ' ' '' ' ' 1.GLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. 2 OPENING FOR LL ►_ ( , , 1 , i ' a SECTIONNI 108(R502):ADDITIONS: 2.ROOF REPAIRS. 0 CRAWL SPACE ' (� ' ' 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES N A SPACE _ Z u o: i I 1 --------- ACCESS p i NI108.1(8502.1)GENERAL. ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR w O x ' ' b ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM LIGHTING POWER. TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING 4.REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL 0 Q THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE __�_- - - - - � , _______________-__________-________-__________-________________________- _____-_-____, , , , O , ,, , , CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. EXISTNG BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CHAPTER Q I i WHERE THE ADDITION ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ADDITION COMPLY SECTIONN1 111(R505):CHANGE OF OCCUPANCY OR USE: .----------------------------------------------------------------------------------------------- i , , , WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE THE BUILDING WITH THE ADDITION DOES ________ EXISTING ----- ---------------------- t F-------------------- ----_- NOT USE MORE ENERGY THAN THE Nll(1.1(R505.1)GENERAL. v _I SECTION N 1108.1.1 OR N 1108.1.2. SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND c ° o v ° ' N1108.1.1(R502.1.1)PRESCRIPTIVE COMPLIANCE. FOR EITHER FOSSIL FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. v ____________________________________________ ______________________________________________, ADDITIONS SHALL COMPLY WITH SECTIONS N1108.1.1.1 THROUGH N1108.1.1.4. NI If .---------------------------------------------------------------------------------------------------------------- ANY SPACE THAT IS CONVERTED TO A DWELLING UN E. )GENERAL. IT OR PORTION THEREOF FROM ANOTHER USE OR ' OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. `---------------------------------------------------------------------------------------- -- ------2x10-A6Q-L-�DQs�R-'-� , EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N11051SUSED TOCOMPLY WITH + i THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT v ' A U ' ' OF THE ANNUAL ENERGY COST ALLOWED BY SECTION N1105.3 ((�� O i 1{_- M 1 18" DIA x MIN 48" DEEP R905.1.2 ICE BARRIERS: 0 OR TO UNDISTURBED SOIL ' • u- ` 2-2x10 ACQ GIRDER x X ' '` ' - - - - - - - --� {�, P.C. PIER WITH 6x6 ACQ IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING � `. ..-- --------------------- ' `•-' L.O. STOOP ABOVE POST TO DECK GIRDER. , ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED O(�� lU m FLAN ANCHOR PER DETAIL IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR !4{. FOUNDATION FL -'e I rl 8 6 T SHEET, TYP. ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED r ' ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES 3 ' A ________' AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A 5-lOd Lu SMOKE DETECTOR INTERCONNECT PER CODE SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED NAILS CONTINUOUS AIR VENT BAFFLES _.j m Q m IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE a FRAMING BAY OWENS CORNING }-CARBON MONOXIDE MONOXIDE DETECTOR LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN "RAFT-A-MATE" - TO BE INSTALLED X ° ONE PER FLOOR cT 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ° ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL o SO THAT AIR FLOW 0 UJ m IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED IS NOT RESTRICTED. [Q z 0 NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE DO NOT COMPRESS INSULATIO FROM THE EAVE EDGE OF THE BUILDING. ' 0 es Q O EXCEPTION:DETACHED ACCESSORY STRUCTURES 0 �-- CV NOT CONTAINING CONDITIONED FLOOR AREA. - uj m 5-lOd MEM !F- NAILS U- ENGINEER: SIMPSON STRONG-TIE EAVE DETAIL H8 HURRICANE TIE (3) 1 3/4"x11 1/8" LVL STRUCTURAL RIDGE ✓�r `[ ;v� (.)� 2x10 RAFTERS r, f 1/2" CDX SHEATHING I (� '` I(rrn ' 15" FELT ASPHALT ROOF SHINGLES �,«, -. 1� t/i � CONT RIDGE VENC 12 ROOF VENTILATION 1:300 OF THE INSULATED f✓ �Q CEILING AREA UNIFORMLY DISTRIBUTED JEFFREY T, BUTLER, P.E. EAVE PROTECTION TO EXTEND FROM THE 12 ,' EDGE OF THE ROOF, 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND O } THE INTERIOR FACE OF THE EXTERIOR WALL � m (3) 1 3/4';11 l/8"*LVL BAFFLE AS REQUIRED FOR ROOF VENTILATION N1102.2(R402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). STRUCTURAL RIDGE IN ADDITION TO THE REQUIREMENTS OF SECTION N1102.1,INSULATION N TOP OF PLATE (DORMER) - - SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTIONS (2)2x8 HDR ,' �' NlL02.2.1 THROUGH N1102.2.13.N1102.2.1(R402.2.1)CEILINGS WITH ATTIC O O SPACES.WHERE SECTION RL102.1.2 REQUIRES R-38 INSULATION IN THE CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING O O AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR Z N LINE OF R.R. U -v R-38 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 O 3: Q BEYOND INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE F- ,' SECTION N1102.1.2 REQUIRES R49 INSULATION IN THE CEILING,INSTALLINGR-38 INSULATION t- d z INSULATION SHALOL SATIVER SFY THE REQUIREMENT FOR R-49 INSUPERCENT OF THE CEILING AREA QLATION N UIRING Q Q O ' TOP OF PLATE - - WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION J O EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.THIS REDUCTION 0 SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION NL102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. W }_- GREAT ROOM -15 BATT N1102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION NEW R NL102.1.2 REQUIRES INSULATION FI-VALUES GREATER THAN R-30 IN THE INSULATION CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT O 0 WITH R-4 EXTERIOR c ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM .J = O 00 REQUIRED INSULATION FI-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R-50.INSULATION SHALL EXTEND OVER THE TOP OF'THE WALL T PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL BE CM Y THIS REDUCTION OF INSULATION FROM THE REQUIREMENOTS OF. SE TIONSSED. O LL m W NEW 36 ADVANTEC SUBFLOOR N1102.1.2 SHALL BE LIMITED TO 500 SQUARE FEET(46 M')OR 20 PERCENT OF - THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION a NEW (3 x O GIRDER ±HA 1L SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION Y NEW 2x8 F.J. a 16" O.C. N1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. LL TOP OF SUBFLOOR- - - N1102.2.3(R402.2.3)EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE z VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN a a 7-1 THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND OVER THE TOP OF THE Q �' p o ,� ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID ° 4 MATERIAL. b- EXTEND 2x ACQ SILL b N1102.2.4(R402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM NEW R-21 INSULATION CRAWL PCONDITIOACES SHALL BE WEATD SPACES TO HER-STRIPPED STR PED AND INSULATED TDITIONED SPACES SUCH AS ICS O A LEVEL PLATE TO CARRY NEW F.J. , EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES,ACCESS e-, THAT PIEVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE SECTIO ECT(O` ( A_A NOTE: PROVIDED TO ALL EQUIPMENT,WHERE LOOSE-FILL INSULATION IS INSTALLED, PAGE : I� ALL LUMBER THAT COMES IN CONTACT WITH A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED CONCRETE WILL BE AC LUMBER TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL SEE DETAIL SHEET FOR PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE r HIGH WIND CONNECTION OF THE XCEPTION SVERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES O T N. REQUIREMENTS TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION 2 4 REQUIREMENTS OF TABLE NI 102.1.2 BASED ON THE APPLICABLE CLIMATE ZONE SPECIFIED IN SECTION NLI01.7. 28'9" 19'11" 21'7" 1 I 1 EXISTING I SCREENED-IN PORCH 1 STING EXISTING R.R. , EXISTING R.R. ORIENTATION POINT EXI BILCO DOOR I - , o IM NEW TW2636 NEW TW2636 NEW TW3046-2 3'0" 3'0" 1 ' D.W. 1i , n QD 0 0 AV , SIRIIG NEW 2 6 LAY R NEW 2x6 LAYOVER o o �, r-----' m 16" R.R, g 16" O,IC,/' Lj0 r I,I W.I,C, BATH ATTIC T.BATH KITCHEN `�8 gyp% p N 8' CLG. HGT, O' CLG. HGT. ' Fp I' V — z PANTRY z 8' CLG, HGT, I i� 0. cn z x A` ►� d S c N ANGE O 'I X cV 310„ tV o Q Q a N 0. v iia WOOD BURNING 0. � (K FIREPLACE WITH 20" HEARTH QK I' PER CODE (NFPA 211) I �9 x \/:j;ROWER ' N '1� F PROVIDE FRESH AIR INTAKE � 1 cV i ; N AND GLASS DOORS PER CODE L1i RAF (2)2x6 POST I; W - - - - - - - - _- - � - O ' ' ) (2)2x6 POST p O TO ABOVE TO ABOVE ,, - ~ (3) 1 3/4"x11 1/8" LVL STRUCTURAL RIDGE 2x12 RIDGE F 2x12 RIDGE ^, o LINE OF SHELF ABOVE _; ----------- - _ _ � - - - - - �- - - - - - - - -� - - - - - - -i- - - - - - - - -T-- - - � eo N - - 1- - - - - - - - --r - - - N H -_- - - - — _ - - - - - _ � - - - - - - - - - - - - - - -6I' (3) 13/4"xll �/8" L VL STRUCTURAL RIDGE I I a I I N W N 1 1 w ' III z cv o m 1' 1 1 1 GARAGE MEZZANINE o IGREAT ROOMI I 5/8" F.C. GWB ON WALLS I Q I I 0- EXIST, 1 I; 0 CATH, CEILING AND CEILING PER CODE , (X W CLO. II EXISTINQI IQ QI IQ _ QI IQ G BEDROOM I @ W II ' I'' OI lO OI to m OI to 1 1 -ID 8'0" A.F.F. I I (Y -", c SQ ^ ^ m O (4)2x4 cn rn m rn OPEN TO ff BELOW �, EXISTING 0 -i 4( POST N 1 1 1 1 1 1 BEDROOM I Q - �wi I I I I I �0 O I CATH. CLG. 0 0 N Il,/ � I I I I I I 1 1 EXIST" /" 2x8 R.R. 'W 16" O,C. �' 2x8 R. 16" O.C,,\ ? ' 2626 AWN-2 ' I CLO. `'4 I NEW TW3046 NEW TW3046 EXISTING 1 1 ' CLO, NE (2)2x10 R \% U NEW TW3046-2 NEW TW3046-2 p( PROI10SED 1068-3068 0.' X 13: 01 III QI 2x8 R.R. x �l A 2x8 R.R. PROPOSED 16�'O " 0. a 16' O.C� 1"I COVERED STOOP zz,4NlNFLAN 1U z LL ,2x8 G,J. q 16" O.C. -T/'4' x 6 DECKING 111 �Q 4�-10" SQUARE O t 10 SQUARE STEP' HBtG COLUMN to r HBIG COLUMN Y r V 8'311 16'3/2" 11,61/21, 3'6" 4'6" 8'2" 10'9" 7311 Lu L m O 3917" 30'8" X 7013" ; ca LQ Z c4 FIRST FLOOR FLANIL o LIVING AREA = 1,448 SQ,FT. 1 EXISTING GARAGE AREA = -134 SQ,FT, 5:12 PITCH 5:12 PITCH GARAGE AREA = 314 SQ,FT, 1 , U- 1 1 1 , 1-1.1 SMOKE DETECTOR INTERCONNECT PER CODE CARBON MONOXIDE DETECTOR SECTIONP3103: VENT TERMINALS _- _ --------------------------------------- ' -- ONE PER FLOOR 1 VENT PIPES TERMINATING OUTDOORS. VENT -- ---- - --- ----- 1 � VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE '- -------------------------------------------------------------- i � �l ���i`�u,,/ 1 OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN 4" VTR ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS ; P3103.1.1 THROUGH P3103.1.4. 1 P3103.1.1 ROOF EXTENSION. , , . \ � �� �j ,,- OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE 14/ 3„ ------___---,- NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) -- -- , -----.-__--------- ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. ' 1 •` `� � i LAV LAV ' LAV ' W.C, �— LL C. TUB/ ; i P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES.7 61] SINK , WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, 1 SHOWER SHOWER OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, ' 3: 0. ' FrZwl FUJI OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) ; � JEFFREY T. BUTLER, P.E. � ' MAIN FLI ABOVE THE ROOF. Q 1 N 1 E::=2'=2- 3" 2° „ P3103.1.3 ROOF EXTENSION COVERED.211 2 2" WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR 1 ' =3 m COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT ; (3 2 3° OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE ; NOTE: THIS DORMER ; OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS 1 Q THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS IS A LAYOVER O, 1 SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW ; O ; I— O -- a -FAI ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE 1 PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF , ; z F 1 ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA ' FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA > } ' TO AN APPROVED OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. Z z SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT 1 4 1 SANITARY SEPTIC SYSTEM 1 PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT 1 > !? a PIPE OPENING. ; U U RLUDING RISER DIAGRAM (NTS) ; O J P3103.1.4 SIDEWALL VENT TERMINAL. � 0 � 0 3 i z 3 O VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE , V _ ' W f- NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN ; 0. F 0. TABLE P3201.7 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET z _ U N 0. @ (L ; Q (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. ' U �_ 0. m " w , , �-- Q N N SIZE OF TRAPS FOR PLUMBING FIXTURES VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OFA ; ~ 41 0. ikcA QL ' .J 0 TRAP SIZE MIN. STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT 1 Q N q1 Y C4PLUMBING FIXTURE TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS '=' 0. cri N (INCHES) AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING BATHTUB(WITH OR WITHOUT SHOWER HEAD 11/2 AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. ; t0 ; m - AND/OR WHIRLPOOL ATTACHMENTS1 N (n Z P3103,2 FROST CLOSURE. ' - co 11/4 WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS ; O Q 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL 1 ' U- CLOTHES WASHER STANDPIPE 2 BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE (3)2x6 HDR ' F' SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE 1 10:12 PITCH 10:12 PITCH DISHWASHER ON SEPARATE TRAP 1 1/2 (3)2x6 HDR ( ) THE THERMAL ENVELOPE OF THE BUILDING. ' -------------- --_-_________________ __________; � � d 2626 AWN-2 2626 AWN-2 U Q FLOOR DRAIN 2 P3103.3 FLASHINGS AND SEALING. 1 THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE ' (3)2x6 HDR (2)2x1 HDR 1 KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 11/2 WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS WITHOUT DISWASHER AND FOOD WASTE DISPOSER) AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. 2626 AWN-2 2020 WN LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 P3103,4 PROHIBITED USE. LAVATORY 11/4 A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A VENT TERMINAL. SHOWER(BASED ON THE TOTAL FLOW RATE 10:12 PITCH PAGE : THROUGH SHOWERHEADS AND BODY SPRAYS) P3103.5 LOCATION OF VENT TERMINAL. FLOW RATE: AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE 5.7 GPM AND LESS 11/2 LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, ROOF FLAN MORE THAN 5.7 GPM UP TO 12.3 GPM 2 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING � ® ^ MORE THAN 12.3 GPM UP TO 25.8 GPM 3 OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL 4T MORE THAN 25.8 GPM UP TO 55.6 GPM 4 BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS FOR SI:(INCH=25.4 mm,1 FOOT=304.8 mm. IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. 140 MILE PER HOUR ZONE - NAILING SCHEDULE THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE LI R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FIRE PROTECTION OF FLOORS. WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO AMERICAN FOREST AND PAPER ASSOCIATION. (2018) 1 FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH(12.7 MM) TABLE 3.1,WFCM HIGH WIND EDITION NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY 'i INISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4.GYPSUM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL ( ) NEW YORK STATE. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(I)AND THE • I •; R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, TABLE ON COVER SHEET. • WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER REATER THAN 200. DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 Simpson Strong-Tie TOP PLATES EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION AC4 APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) AT EACH POST HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN DEAD LOAD-SECTION R301.4 THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM N ACCORDANCE WITH SECTION P2904,NFPA RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 SURFACE OF WALLS OR CEILINGS iF THESE MATERIALS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. SMOKE INDEX R302.9 INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THiS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT FLAME SPREAD INDEX R302.10BLOCKINGSTUD CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR GEEING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FIRE BLOCKING R302.11 .11 ELECTRIC-POWERED HEATING APPLIANCES. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.1 1.1 R302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE FIRE PROTECTION OF FLOORS R302.1.3 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: LIGHT AND VENTILATION-SECTION R303 NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP MINIMUM ROOM AREAS-SECTION R304 BORED HOLE MAX EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY, CEILING HEIGHT-SECTION R305 DIAMETER 60% R302.9.3 TESTING. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE SANITATION-SECTION R306 TESTS SHALL BE MADE IN ACCORDANCE WiTH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE TOILET BATH AND SHOWER SPACES-SECTION 8307 WR OF STUD DEPTH UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END GLAZING-SECTION R308 2"MINIMR302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL GARAGES AND CARPORTS-SECTION R309 SIDECOV5/8"MN.TO EDGE AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-NCH BY 10-NCH RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR EXITS-SECTION R311 on Strong-Tie WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. WALL FRAMING STAIRWAYS-SECTION R311.7 4 5/8"MIN.TO EDGE CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE GUARDS-SECTION R312 AT EACH POST FOOTINGWITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL R302.14 COMBUSTIBLE INSULATION CLEARANCE. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT SMOKE ALARMS-SECTION R314 O MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES FOAM PLASTIC-SECTION R316 PORCH COLUMN CONNECTIONS THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- NOTCH MUST NOT EXCEE TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE DWELLING UNIT SEPARATION-SECTION 8302 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. PROTECTION AGAINST DECAY-SECTION R317 40%OF STUD DEPTH 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER RIDGE TENSION STRAP PROTECTION AGAINST TERMITES-SECTION 8318 ON ANY WALL OR CEILING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. CS20 USE 8-8d NAILS SITE ADDRESS-SECTION 8312 3.FLASHOVER,AS DEFINED N NEPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED N ACCORDANCE WITH THE HEADER TO HEADER(FACE-NA:[LED) 16d 16"O.C.ALONG EDGES ACCESSIBILITY-SECTION R320 N EACH END AT 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LISTING. ELEVATORS AND PLATFORM LIFTS R321 EACH ROOF RAFTER 800 KW. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD FLOOD RESISTANT CONSTRUCTION-SECTION R322 1.00 M20TAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. 3-16d PER 2x6 STUD GENERAL NOTES: 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, BORED HOLES SHALL NO O 4-16d PER 2x8 STUD LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BE LOCATED IN THE SAME R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. fn BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. CROSS SECTION OF CUT OR ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. v 2-16d(SEE NOTE 1,2) PER FOOT RAFTER NOTCH N STUD 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. ENDJOIST OR BLOCKING(FACE-NAILED) R302.10.1 INSULATION. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE 1 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES <�l NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. FLOOR FRAMING MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT INSULATING MATERIALS INSTALLED WITHIN ES,CRAWL SPFLOOR-CEILING ASSEMBLIES, WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. NOTCHING AND BORED HOLE LIMITATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND RIDGE BEAM FOR INTERIOR NONBEARING WALLS DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE PUBLIC WAY. EQUIPMENT INCORPORATED N THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED EXCEPTIONS: JOIST HANGER REQUIRED N ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM AT CATHEDRAL CEILINGS (WFCM 2015 SBC HIGH WIND EDITION) FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET FINAL DATE OF THE FAL CERTIFICATE OF OCCUPANCY. LSSU OR EQUAL MEMBRANES AND SIMILAR COVERINGS. (18.58 SQ.M.). BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK RIDGE EXCEPTIONS: 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, z TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND 1.WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT W PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR TENSION-STRAP DETAIL APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED N HAS ONE OF TIE FOLLOWING: o JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE } ( ) CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, EMERGENCY ESCAPE AND RESCUE OPENING. 00 FLOOR OR WALL FINISH. 2 HINGE HALL BE MADE IN THE DOCUMENTS 2.2.TWO MEAN F EGRESS COMPLYING E R 11. OR OMISSIONS BY THE CONTRACTOR. NO CHANGES S S O G WITH SECTION 3 In BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE Simpson Strong-Tie 2,CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED g ENGINEER. H-2.5 CLIPS @ 16"O.C. TOP PLATES AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. = BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT USE 9-8d NAILS NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATTONAL FROM � 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MINION CONTINUOUS AT EACH STUD SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL Lu ROOF SHEATHING THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC 5102.2. KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY M AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE WITH ASTM F2090. STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL POLICIES. R302.10.2 LOOSE-FILL INSULATION. R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. 4 DIAGONAL BOARD SHEATHING r -*-- STUD LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS DIMENSIONS AS SPECIFIED IN THIS SECTION. 1"x6"OR i"x8" 2-8d PER SUPPORT SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF 1"x10"OR WIDER 3-8d PER SUPPORT SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. EMERGENCY NCYMINIESC OPENING AREA. 7.ALL WOOD N CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR CREOSOTED. BORED HOLE MAX EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR CEILING SHEATHING REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S102.2,PROVIDED OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED N EACH DIAMETER 40% THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. ' OF STUD DEPTH 8302.10.1 AND 8302.10.3. OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL •L I BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL 8302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. BE NOT LESS THAN 20 INCHES(508 MM). WALL SHEATHING 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED � /;' S/8"MN.TO EDGE EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL D D AS PER NEW YORK STATE CODE. D CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET U STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET <7 0 4 0 ' <7PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL (0.465 SQ.M.) 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED ° GI ° �� ° 4 BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND � FIREBOARD PANELS AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. /n //� /^ 5/8"MIN.TO EDGE 1404. R310.2.2 WINDOW SILL HEIGHT. Q G' 16 , i i L)'L , `' 'L WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE '1 5/8" ANCHOR ) - •> _ 8302.10.4 EXPOSED ATTIC INSULATION. OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES % X 7/16" 6d 3"EDGE/6"FIELD 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF Q (1 118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT % < BOLT, D C . D q D C D C v NOTCH MUST NOT EXCEE EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE THE N.Y.B.F,U.AND A N.Y.B.F,U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE �� o � �, p o o '� SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION 1 1 1 � U- 32" 25/32" 8d 3"EDGE/6"FIELD COMPLETION OF THE JOB. 32 O.C. 4° 4° I i 4° 4° ° 25%OF STUD DEPTH A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE R310.2.3. 111 I 1- GI � 4 4 Q CENTIMETER. D p NOTCHES SHALL NOT BE R310.2.3WINDOW WELLS. � 1'n GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE D -, & � L b I L o LOCATED IN MIDDLE ONE-THIRD THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 0-- W m O SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. R302.10.5 TESTING. > > > > ° OFSTUD LENGTH TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF ff 'm 0 0 C . D � . D C . D D . D C IF HOLE IS BETWEEN 40%AND 60% NOT LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL r- HARDBOARD 8d SEE TABLE 3.11 THIS SHEET ASTM E970. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY (�I 0 I Lu 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. 0 4 0 o o o OF STUD DEPTH,THEN STUD MUST PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET 4 ° 4 ° 4 ° Q BE DOUBLE AND NO MORE THAN OPENED. N 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK /n / D R302.11 FIREBLOCKING. EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE L''L D 1� � I o BORED HOLES SHALL NOT TWO SUCCESSIVE STUDS ARE IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE V r (L/ DIAGONAL BOARD SHEATHING DOUBLED AND SO BORED REQUIRED DIMENSIONS OF THE WINDOW WELL. GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. > > > ° BE LOCATED N THE SAME CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS � m cj 1'11 W c o c - o AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN .__I 1"x6"OR 1"x8" 2-8d PER SUPPORT CROSS SECTION OF CUT OR 8310.2.3.1 LADDER AND STEPS. n 0 0 � 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE 4 0 4 L A TOP STORY AND THE ROOF SPACE. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44INCHES m 1"x10"OR WIDER 3-8d PER SUPPORT ° ° NOTCH IN STUD FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE >1J-1 X O M CODE'S MINIMUM STANDARDS. Q Q (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR m n p C FOLLOWING LOCATIONS: STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS 9 Ln a FLOOR SHEATHING 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 4 L 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY 0 lu 0 LL ° FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS OF N SECTION R311.7.N12 LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH f__ ca z SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR NOTCHING AND BORED HOLE LIMITATIONS OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 co IL WALL TO FOUNDATION ° FOLLOWS: , STRUCTURAL PANELS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN es U4 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE O 1"OR LESS 8d 6"EDGE/12"FIELD ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. CONNECTIONS FOR EXTERIOR WALLS AND BEARING WALLS WINDOW WELL. �_ D 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 3048 MM). R310.2.3.2 DRAINAGE. 1 1 1 0- , GREATER THAN 1" lOd 6"EDGE/6"FIELD 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE ( WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY il-{ INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, (WHERE FOUNDATION GETS FILLED IN AT (WFCM 2015 SBC HIGH WIND EDITION) CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM W_ � CONTRACTOR OR LOCAL BUILDING DEPARTMENT. 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL DIAGONAL BOARD SHEATHING EXISTING 0,1-LD. OPENINCx TO BE REMOVED) SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. EXCCEREQEPTION:A DRAINAGE SYSTEM FOR WINDOW WELD BY SECTION R405.1 OR BY AN APPROVED L NOTTREQUIRED D 1"x6"OR 1"x8" 2-8d PER SUPPORT UPLIFT-CONTINUOUS PATH CONNECTORS 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL 1 1 LOAD PATH STAYS INTACT(NO CHANGE) BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION U- I"xI0"OR WIDER 3-8d PER SUPPORT SECTION R302.7. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. ui 8d NAIL AT 4"O.C. 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING "'� 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. UPLIFT-CONTINUOUS PATH CONNECTORS 8310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PORCHES. PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, USE SIMPSON STRONG-TIE CONNECTORS THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN '-"i."I-'-r-I SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. FOLLOW PRODUCT SELECTION GUIDE AND REQUIREMENTS, 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. INSTALLATION MANUAL FOR HIGH WIND RESISTANT 12"MAX. 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION 1";;.: 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF 81003.19. 8310.2.5 REPLACEMENT WINDOWS. 4 CONSTRUCTION CATALOG C-HW02 REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF ./ '\i .-_.,""'-':'.. ''. 6.FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT ", 4� 1 }' 1_ NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAL PER FOOT. ENDWALL THIS CODE SIAL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT ,.,�.%F• /; NAILS BASED ON OISTS THE LINE OF DWELLING UNIT SEPARATION. REQUIREMENTS OF SECTION 8310.2.2 AND THE REQUIREMENTS OF SECTION ? ° RAFTER TO STUD CONNECTION USE: SHEAR WALL REQUIREMENTS R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE ,` �� 'j'",� F. Gam" t P.MTS 12,EACH ROOF RAFTER 8302.11.1 FIREBLOCKING MATERIALS. FOLLOWING CONDITIONS: 'h((?; r TABLE 3.11 (WFCM HIGH WIND EDITION) f (� ¢' rn /'` USE 8 16d NAILS AT EACH END F I EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL 1.THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST ! f it `' ". ;0 , (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) CONSIST OF THE FOLLOWING MATERIALS: STANDARD SiZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR 4-, i a 1` WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS A A 1.TWO-NCH(Sl MM)NOMINAL LUMBER. EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME ,'? �; p' IY_ Q RAFTER TO RIDGE TO RAFTER CONNECTION USE: OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES '" z(( Lr/ 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN A -',,a C STRUCTURAL SHEATHING MAXIMUM NAIL SPACING CS20 USE 8-8d NAILS N EACH END FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING ,,, U SHEATHING LOCATION STUD SPACING NO CEILING LAP JOINTS. WINDOW, ', ';' ,i `'': AT EACH ROOF RAFTER CENTER 2x BLOCKING BLOCKING (SEE NOTE 1) (INCHES,OC.) OR PANEL SIDING FOR 8d COMMON NAILS DIAPHRAGM ON SHEATHING JOINT 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. }S ���( (SEE NOTE 3) (INCHES,O.C.) REQUIRED BLOCKING JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. �;,, \,. PORCH POST TO DECK USE: 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED 8310.3 EMERGENCY ESCAPE AND RESCUE DOORS. E 6 2-AC4 -USE 14-16d NAILS BY 3/4-INCH(19.1 MM)PARTICLEBOARD. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND 11 4'EDGE ZONE 15/32 WOOD STRUCTURAL PANELS RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE 16 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH JEFFREY T. BUTLER, P,E, F 12(SEE NOTE 2) ON GABLE FACE AND ON WALL BELOW 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. AN AREA WELL. PORCH POST TO GIRDER USE:2-AC4 BASED ON SHEARWALL REQUIREMENTS SECTION A-A USE 14-16d NAILS Q 7.BAITS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER E 6LLI APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY 83 E MI MINIMUM DOOR OPENING SIZE. INTERIOR ZONE 16 RETAINED IN PLACE. THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS O F 12 PORCH ROOF RAFTER TO GIRDER USE: GABLE ENDWALL, BALLOON FRAMING 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE :r y WITH SECTION R310.2.1. f- m MTS 12 AT EACH ROOF RAFTER PREFERRED METHOD ASTM E119 OR UL 263,FOR THE SPECIFIC APPLICATION. O E=NAIL SPACING AT PANEL EDGES(IN.) FLOOR BRACING AT END BAYS .2 AREA WELLS. 0) 0 8302.1 L 1.1 BAITS OR BLANKETS OF MINERAL OR GLASS FIBER. AREA AREA WELLS SHALL HAVE A WIDTH OF ONOT LESS THAN 36 INCHES(914 MM). F=NAL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) L BAITS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED THE AREA WELL SIABE SIZED TO ALLOW THE EMERGENCY ESCAPE AND O u- NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE RESCUE DOOR TO BE FULLY OPENED. 0 a O 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,HE 4 FOOT EDGE ZONE ATTACHMENT ROOF FRAMING DOUBLE TOP PLATE (WFCM FIGURE 3.7b) IO-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED �` z 0 R310.REQUIREMENTS SHALL BE USED. USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. AREA W LADDER AND STEPS. (3 n AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(1 I 1 B MM) z Q V SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS O a: +- Q 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING EXTERIOROR BEARING WALL R302.11.1.2 UNFACED FIBERGLASS. USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS Simpson Strong-Tie fq UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH MEMBERS WITH G20.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAL SPACINGS SHALL U210 2X6 SECTION R31 L7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT ~ m •• THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS Z BE REDUCED TO 6 INCHES O.C. AT EACH RAFTER THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES A Od x 1 1/2" R PILES S OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE (76 MM)FROM THE WALL AND SIAL BE SPACED NOT MORE THAN 18 INCHES 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED STUD TO RAFTER CCNNECTION PACKED TIGHTLY AROUND THE OBSTRUCTION. (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR O Q FOR COMMON NAILS. OR FLOOR TO FLOOR CONNECTION STAIRWELL. < O NOTE: HEADER DEPENDING ON CONDITION,SEE R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. R310.3.2.2 DRAINAGE, z 2 a ATTACH LEDGER TO FRAMING DETAILS ON SHEET;OF 7 THIS SET LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING W IF- }- TABLE 3.10(WFCM HIGH WIND EDITION) MEMBER WITH 2-1/2"X 5"LAG NOTCH GREATER THAN UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION fr < 13 n 8405.1 OR BY AN APPROVED ALTERNATIVE METHOD. O ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS BOLTS AT 16"ON CENTER HEADER TO STUDS 50%OF THE PLATE WIDH USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED 0 (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) THE SPREAD OF FIRE AND HOT GASES. WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL f'- = N MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION J < O SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING "11R302.11.2 FIREBLOCKING INTEGRITY. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. u N FULL LENGTH 16 GAGE(0.054")AND � � OR PANEL SIDING FOR 8d COMMON NAILS THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. (SEE NOTE 1) (INCHES,O.C.) HEADER STUDS WALL STUDS 1.5"WIDE METAL TIE R310.4 BARS,GRILLES.COVERS AND SCREENS. (SEE NOTE 3) (INCHES,O.C.) m 2 ACROSS AND TO EACH WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED I �0 E 6 __j - NOTE: SIDE OF THE NOTCH R302.12 DRAFTSTOPPING. OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR '/� � - � Simpson Strong-Tie IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY W N � 4'PERIMETER EDGE ZONE 16 UPLIFT CONFECTION IS REQUIRED WITH 8-16d NAILS Q t! ;, � F 6 U210 2X6 ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, WITH SECTIONS 8310.2.1 THROUGH R310.2.3,AND SUCH DEVICES SHALL BE AT EACH END OF HEADER AND EACH SIDE DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, 0 '4 E 6 AT EACH CEILING JOIST --------------------- AT BOTTOM OF HEADER STUDS IN TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR LL INTERIORZONE _r 16 4-10d x 1 1/2" --' --------- --- "- SPACE DOES NOT EXCEED 1,000 SQUARE FEET IMA EL DRAFTSTOPPING AREAS. SHALL THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. H F 12(SEE NOTE 2) {SPL ADDITION TO CONNECTORS AT DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE ��..y E 4 i 'I i WALL STUDS AND AT TOP AND THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING 8310.5 DWELLING ADDITIONS. � d � GABLE ENDWALL RAKE AND RAKE TRUSS F 4 � : C0�1ECTV; � : BOTTOM OF CRIPPLES MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY cj � () REQUIRED i TOP PLATES ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING E=NAIL SPACING AT PANEL EDGES(N.) : .1 . . . . .1 .1 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. ROOM,WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY F=NAIL SPACING AT INTERMEDIATE SUPPORTS N THE PANEL FIELD(IN.) ' ' 11 ' ' 11 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. p I wPERFORATEDMEMBERS. EXCEPTIONS: 1.AN EMERGENCY ESCAPE AND RESCUE OPENING iS NOT REQUIRED IN A NEW 1.FOR ROOF SHEATHING WITHIN FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH 4. STUD TO PLATE -�' BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. /FOUNDATION PIPE R302.12.1 MATERIALS. AND RESCUE OPENING. \!z:: A DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-NCH(12.7 MM) 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW Simpson Strong-Tie - GYPSUM BOARD,3/8-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 6'. U210 2X6 HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFFSTOPPING SHALL IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. WITH GZ0.49.FOR FRAMING MEMBERS WITH 0A2,qG<Q.49,HE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. AT EACH DECK/PORCH JOIST STUD TO PLATENOUNDATION: BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS AGE : 4-10d x 1 1/2" (OPENINGS LESS THAN 6 FEET):USE DSP W/8 10d NAILS IN STUD AND 4 10d NAILS IN PLATE OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE ALTERATIONS[NYIR310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 DRAFTSTOPS SHALL BE MAINTAINED. APPENDIX JJ OFOTHIS CODES OF EXISTING BASEMENTS SHALL CONFORM WITH WITH3. BG_0.9E FOR FRAMING MEMBERS WITH 0.42<�Q.6 INCH O.C.NAIL SPACING ASSUMES SHEATHING 9.4 HE NAIL SPACINGS SHALLEREDUCED TO 4 INCHES CUSS FRAMING S TYPICAL PORCHIDECK 4 O r 4 4. TYPICAL FRAMING AND UPLIFT TOP PLATE FRAMING T WITH G>0.499..Fo FRAMING MEMBERS NCH O.C.NAIL NWITH 0.42<G<0.49, H THE SPACINGS ATHING ATTACHED SHALL BE REDUCED TO 3 INCHES O.C.MING MEMBERS LEDGER CONNECTIONS CONNECTIONS FOR OPENINGS TO ACCOMMODATE PIPING COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.F., P.G.