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HomeMy WebLinkAbout50917-Z d TOWN OF SOUTHOLD k � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50917 Date: 7/10/2024 Permission is hereby granted to: Mur h , James PO BOX 368 Mattituck, NY 11952 To: construct fire-damaged repairs, finish the basement and to legalize the "as built" basement bathroom of the existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 360 Westview Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-1-12 Pursuant to application dated 6/24/2024 and approved by the Building Inspector. To expire on 119/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $827.00 CERTIFICATE OF OCCUPANCY $100.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $36.00 Total: $963.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-95021 ti : � ww. oa,tltoldto n . o Date Received APPLI I �I A For Office Use Only b) t"'41 PERMIT NO. Building Inspector: N 2 4 20 24 Applications and forms must be filled out in their entirety.Incomplete p'T. Pp G DE applications will not be accepted. Where the Applicant Is not the owner,an JQWN ,F soUTROI Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY. Name:James & Christine Murphy scTM # Z000-139.00 - 01.00 - 012.000 Project Address:360 Westview Drive, Mattituck NY Phone#031) 300-5220 Email:jmurphy@royreeve.com Mailing Address:P.O. Box 368, Mattituck NY 11952 CONTACT PERSON: Name:Melissa Butler, Jeffrey T. Butler, PE PC Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#031) 338-8449 Email:mbutler75@mac.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey T. Butler, PE Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#031) 208-8850 Email:Jeff@butler-ae.com CONTRACTOR INFORMATION: Name:Belfor Property Restoration Mailing Address:60 Raynor Avenue, Ronkonkoma NY 11779 Phone#031) 964-8900 Email:david.engler@us.belfor.com DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ❑Addition ❑Alteration ®Repair ❑Demolition i Estim d CO�t of Project: ❑Other Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes MNo Al 1 PROPERTY INFORMATION Existing use of property:SF Residence Intended use of property:SF Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes IgNo IF YES, PROVIDE A COPY. 8 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 bullding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Melissa Butler Application Submitted By(print name): IlAuthorized Agent ❑Owner Signature of Applicant: , ~'- Date: G/2 ql2 y STATE OF NEW YORK) SS: COUNTY OF Suffolk Melissa Butler being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this e day of - ,20& otar Pu liic =HILLARYE HUBBARD PROPERT (Z TI tate of Nevii York 6434316 (Where the applicant is not the owner) uffolk county i p.09 0 2 360 Westview Drive residing at Mattituck NY 11952 Melissa Butler do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Sign r Date Print Owner's Name z o5' BUILD G DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 "amesh southoldtownn ov~ seand @southoldtownn qv APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: i C Electrician's Name: License No.: EI c. email: Elec. Phone No: ,,,� 7,-4R-q&SS EO request an email copy of Certificate of Compliance Elec. Address.: Aj 1 JOB SITE INFORMATION (All Information Required) Name: + Address' Cross Street: Phone No.: am-15220 BIdg.Permit#: -50 9 i email' Block: Lot Z . Tax Map District: 1000 Section: ��"�`� : i��� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: 11 YES E]NO []Rough In Final Do you need a Temp Certificate?: El YES NO Issued On Temp Information: (All information required) Service SizeF-11 PhF]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead ' # Underground Laterals[]1 2 H Frame Pole Work done on Service? Y N Additional Information PAYMENT DUE WITH APPLICATION CERTIFICATE OF LIABILITY INSURANCE DATE(MA YY) a16 r Dsn612023 B�zoz3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:It the certificate holder is an ADDITIONAL INSURED,the p icy( s)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this _ certificate does not confer rights to the certificate holder in lieu of such endorsement(s). c d PRODUCER CONTACT NAME: _.. Aon Risk Services central, Inc, _ C (866) 283 7122 FAx C800) 363 0105 ad MSC# 17385 t. No �,, 'a _LAIC.N1S�lL 'a?.irkl .-""..,,-..�_,.. "".�.— Aon ADDRESS C PO Box 1447 _ Lincolnshire IL 60069 USA INSURER(S)AFFORDING COVERAGE NAIC# wsuREO ......._ .... .. - 6387 Belfor Long Island LLC INSURER B: ACE aAmerican sInsurance mCompany 22667 Company 60 Raynor Avenue ""'mm Ronkonkoma NY 11779 USA INSURERC: AIG spt- Ialty IRSUrance Company 26883 INSURER D: ACE Property & Casualty insurance Co. 20699 INSURER E: .......... .... ................_ INSURER F: COVERAGE'S CERTIFICATE.NUMBER-570100039800 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT„TERM OR CONDITION OF ANY CONTRACTr OR OTF•ER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED'HEREIN IS SQ8 JECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLUCUES.LIM9'T'S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown areas requested IL'IR TYPE OF INSURANCE Ig,pSD V,!VIg. POLICY NUMBER k11yAr-Fmmv Iu9MdgD'Y" Y LIMITS X COMMERCIAL GENERAL LIABILITY HDOG EACH OCCURRENCE t;�10 f.1O0,000 aOS � S2,000,000 B EJ CLAIMS-MA OCCUR HDOG47324324 07/01/202307/01/2024 PREMISES Ea ocCurrenced ,,, ..,,.. w........._ NY Only MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY 110,000,000 o CENPOUCYE XTE,LIMITAPPLIES PER: PRODUCTS $10 co 000,000... o PER: GENERALAGGREGATE $ _ �JECT PRODmm WWWW10 000,000 0 OTHER: B AUTOMOBILE LIABILITY ISA H10715763 07/01/202307/01/2024 COMBINED SINGLE LIMIT g5,000,000I, BODILY INJURY(Per person) O X ANYAUTO ........... Z SCHEDULED BODILY INJURY(Per accident) 2 X OWNED AUTOS ONLY PROPERTY DAMAGE 2 AUTOS X HIREDAUfOS X NON-OWNED (Peraccidentd .. .....,...ONLY AUTOS ONLY ......�...-- ID D X UMBRELLALIAB x I OCCUR XEUG7153974AO05 07 01/2023 67/01/2024....EACH OCCURRENCE $5,000,000. V EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000,000 DED RETE..NiTK)N B WORKERS COMPENSATION AND WLRC50700513 07/Ol/2023 O7/Ol 2024 X PER STATUTE �OTH- EMPLOYERS'LIABILITY i N A05 •"•� �Y FR , ANY PROPRIETOR PARTNER;EXECUTIVE E.L EACH ACCIDENT $1 OOO,OOO B OFFICEFtrMEMBER EXCLUDED? I.q NIA SCFC5070063A 07/01/2023 07/01/2024.-_ ,...._.._. (Mandatory in NH) WI E L.DISEASE-EA EMPLOYEE $1 000,000 11 yes,describe under `-- Dl Z ...."• 31,000,00DESCRIPTI0 OF C onracttors Polluitionelow Po116851546 07/01/2023 07/01/2024 Ea. occur/Aggregate $ ,000,000 Liability DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) in- CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THE REOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town Of Southold AUTHORIZED REPRESENTATIVE ' 53905 Main Road PO Box 1179 �y Southold NY 11971 USA elCY�o%a ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YOworkers' R CERTIFICATE OF INSURANCE COVERAGE lf- s� Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW completedy. _. _ y.._. ......_ ..... ..._.. ..... g at Carrier P ART &Address of Inbsu----red ubelstreet addresity and s only) Leave Benefits b.Bus Hess Telephone Number ofslnsa Insurance Agent of that d LLC 631-964-8900 ue , Y 11779 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e., Wrap-Up Policy) or Social Security Number 26-3526799 2.Name and Address of Entity Requesting Proof of Coverage _ 3a.Name of Insurance _ _.... y q g g nce Carrier (Entity Being Listed as the Certificate Holder) First Unum Life Insurance Company Town of Southold 53905 Main Road 3b.Policy Number of Entity Listed in Box"1a" P.O.Box 1179 472134 Southold,NY 11971 3c.Policy effective period 08/01/2023 to 08/01/2024wwwww „ 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. B. Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Candace Morrison t) (ii" ,� ,,+° f",!riH=fiondan.„enrn..ran„E=cmornson@unum com Date Signed By R„;;rrr ru �t+ 7 , Tf Gr��t 2 3,0629 14:ai„a.16-04'00 (Signature of insurance carnet's authorized rrprk:5entatlk'eor NYS trcensad insurance Apentof that insurance canar) Telephone Number 1-800-ASK-UNUM Name and Title Candace Morrison,DBL Specialist IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensation( ion Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) DB-120.1 (10-17) ,� EW workers' CERTIFICATE OF "yORI( STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Lergal Name&Address of Insured(use street address only) 11b.Business Telephone Number � � y b p rot Insured g 1-964-8900 60 Raynor Avenue Ronkonkoma, NY 11779 1c.NYS Unemployment Insurance Employer Registration Number of Insured 07-894226 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e_,a Wrap-Up Policy) Number 26-3526799 -- - _ 3a.E American Insurance .. 2.Name and Address of Entity Requesting Proof of Coverage .Name of Insurance Carder (Entity Being Listed as the Certificate Holder) y Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" 53905 Main Road WLR C50700513 PO Box 1179 Southold,NY 11971 3c.Policy effective period 07101/2023 to 07/01/2024 3d.The Proprietor,Partners or Executive Officers are XD Included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier Indicated above in box"3"insures the business referenced ._ .......... • above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. To use this form New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These.notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form,is approved by the insurance carrier or its Incensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder_This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form„if the business continues to be named on a permit,license or contract issued i by a certificate holder,the business must provide that certificate holster with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kenneth Rawls (Print name of authorized representative or licensed agent of insurance carrier) 06/08/2023 Approved by: (Signature) (Date) Title:Central Hub Leader Telephone Number of authorized representative or licensed agent of insurance carrier: 214-754-8590 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny_gov w Suffolk County Dept.of Labor,Licensing$Consumer Affairs HOME IMPROVEMENT LICENSE Name 4 WILLIAM R ANDERSON Business Name Belfor Long Island LLC DBA This certifies that the bearer is duty licensed License Number H-9621 by the County of Suffolk Issued: 101,01/1984 RoYodie,Draga- Expires: 05/01/2025 Commissioner SURVEY Off F)RO p E RTY 151TUATE : MATTITUCK TOWN : SOUTH L® S U EFOLK COUNTY, NY 0� ,SURVEYED 05-22-2020 0 5UFFOLK COUNTY TAX # O10, 0 1000 - 130 - I - 12 kNa �\ CERTIFIED TO: CHRISTINE G.MURPHY FID�EELITY MNARPHY TIONAL TITLE INSURANCE COMPANY 0 O � I I X0. OQ° � ° ° O 1 O'�O C �� � 0 O��O 0 0 � - 117Z Q O * ?�7 OOO - 0 o I °1�) 0 I I 1 ' T__ umwt_ht zecd atatat n Or 0",fia €a a survey NQ-FS: { #d maS ham[g [ €Sad€g d v y�a € is o MONUMENT FOUND J O I I N C, E h LE R5 LAND S U f�V EYO via a. of a t yor o_ Edu of the FIFE FOUND tsw yar €alea. it Low. ' - Only g ie3 from the original of this� -- CHAIN LINK FENCE j Y`, `�' }} `�" marked Lh-on original ofhe land sur ss�rFs C:1 STOCKADE FENCE --- -- ---- -- €`�.:.t stomped scaf shall be considered to be val a erne f copies' GATE zz G EAST MAIN 5TREET N.Y.5. LIC. NO. 50202 t Ceflificollons indicated hereon signify that this t, W"y:ees Rf"a;•c=aa as afa»=..e ftn the ex- . s4 tst n g Code of Frwtica{ a 4 Su odaoL Area = 12,737 5a. Ft. RIVERHEAD, N.Y. I 1 901 309-8288 Fax 3G9-8257 tfy ho He.yak StaLrr Aaga 11W of Pro€Mi-nal �: L a d`aodvoy.r� Sod x t.t.cwho&&h 11 rtm only Area = 0.29 Acres to the ae€eon r wnan In '5r y iS praa�ed, tC Af it 5CA'E In= 0, Je5urvey@optonllne.net d on his behalf to the the compuny. governmen- to[ogR ey and lending lnstlLutl.:Hglea hafaan, and -Aflt 1' to the a-- ees of the lending nlflca- ��_.-;-_ lions oro not transferable to ed JR10-1 i0fflilution.j . � I . . - __ � 11 III I 111111111 I 1111111111111111111illillillill-lillillilillillilloilm�I I I 19 - \ - �Q,- 15011 ­­� - WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE`NCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). - FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS WIND SUBJECT TO DAMAGE FROM ( MAXIMUM MEAN ROOF HEIGHT. 35') WINTER AIR ANNUAL ICE BARRTFR USE/ . GROUND SPEED EXPOSURE TOPOGRAPHIC SPECIAL WIND-BORNE SEISMIC FROST DESIGN FREFZING MEAN UNDERLAYNIENT WALL SHEATHING OCCUPANCY MEAN ASPECT' TYPE OF # SNOW WIND DESIGN LINE TEMP. INDEX TEMP REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD SUCfION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA ' HAZARDS LOAD LOAD I SHUTTER ASSEMBLY r- 11 . I LOAD I(MPH) CATAGORY EFFECTS REGION CATAGORY WEATHERING DEPTH TERMITE- DECAY I . I CONSTRUCTION N.T.S. I �, "a MODERATF SLIGHT TO FROM 1998 140 psf 20 P� I I-% 20 psf 140 B NO NO NT-S c SEVERE 36" 1 1 599 599 YES ,;f JPERIMITFR EDGE ZONE=37,2 psf EDGE ZONE=2()A psf BASEMENT=730 SQ.FT. FOR PANEL SPANS: ,. �l . I I I I I I I I I I TO HEAVY I MODERATE I I , I I FIRM MAPS I INTERIOR ZONE=29,6 psf INNTRIOR ZONE=24.6 psf SFD 14'8" 1 1'6" 13 FIRST FLOOR=1,1 65 SQ.Fr. TYPE V , 0 <4*0 WIDE SPAN 04 �l �19 - . . . I I " �% . I ALL NON-FNIGINEFRED LUMBER TO BE DOUGLAS FIR#2 OR BETTER I R301.2.2,2WFf(3HTS OF MATERIALS. 2020 NYS UNIFORM CODE: TABLE R301.7 SECTION R312:GUARDS AND WINDOW FALL PROTEC TION' 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I �l .1 * TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, THNSF PLANS I IAVE 13EEN DRAWN IN ACCORDANCE ALLOWABLE DEFLECTION R312.1 GUARDS. (OVERLAP AROUND OPENINGS 4") 1 . THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 AVERAGE DEAD LOADS SHALL NOT FXCFF,T)15 POUNDS PER SQUARF FOOT WITH 2020 RESTDFNTTAL BUILDING CODE OF STRUCTUAL MEMBFRS(b,c) GUARDS SHALL BE PROVIDED IINACCORDANCE WITH SECTIONS R-1 1 2.1.1 ol, I ENERGY CONSERVATION CONSTRUCTION CODE.SECTION NJ 107 APPLIES (720 PA)FORTHE COMBINED ROOF AND CEILING A SSEMBLIES(ON A PUBLISHED BY NIEW YORK STATE. THROUGH R312.1.4 ASSEMBLY� I I HORIZONTAL PROM.CTIONI )OR I 0 POUNDS PER SQUARE FOOT(480 PA)FOR STRUCTUAL MEMBER ALLOWABLE R312,1.1 WHERE REQUIRED. I - WINDOW PERFORMANCE DATA: FLOOR ASSEMBLIES,EXCEPT AS FURTHEM LIMTIED BY SECTION R301.2.2. TO THE REST OF OUR KNOWLEDGE,THESE PLANS DEFLECTION GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I V" DEAD LOADS FORINALLS ABOVE GRADE SHALL NOT EXCEED: COMPLY WITT I THE TOWN OFSOUTHOLD AND RAFrim HAVING SLOPES GRF,,\TE.R'rfIAN 3:12 SURFACES,INCLUDINGSTAIRS,RAMPS AND LANDINGS,THATARE LOCATED #1 Ox3" (wl WASHERS)GALVINIZED OR STAINLESS STEEL I CONSTRUCTION CODES. WITH NO nN L1180 MORE THAN 30 INCHES(762 TOM)MEASURED VERTICALLY TO THE FLOOR OR I . I ALL V�TINDOWS BY Ml DOUBLE HUNG ISKI M- CEILING ATTACHED TO RAM, RS ' ' I�FIFTF GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO WOOD SCREW @ 16-O.C. A.� .EN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME 41 1� I U=30,SHGC=.3 1,DP 30,LOW E GLASS WOOD WAI.JS' INTERIOR WALLS AND PARTICIANS, HINO THE EDGE OF THE OPEN SIDE.INSEC`T SCREENING SHALL NOT BE CONSIDERED �l . AS A GUARD. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 1%**.". I , I- SEE DETAIL SITEET FOR FLOORS W60 #1 0 TEE NUTS A_FFACHED TO BLDG.w/#10xl-1/2 (W/WASHERS) 1� *1 it TUGH WIND CONN`ECTTON 2.FOURTFFN POUNDS PER SQUARE FOOT(670 PA)FOR F-iX­T'ERIOR LIGHT- R312.1.2 HEIGHT, FRAME COLD-FORMED STEEL WALES. CEILINGS Wrl'H BRIl"I'LE,IINISHE-S, REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, MACHINE BOLT @ 12-O.C. " -1 -),-, REQUIREMENTS ONCLUDING PLASTERAND STUCCO) L/360 PORCHES,BALCONIES OR LANE)INGS,SHALL BE NOT LESS THAN 36 INCHES I * , " I SCOPE OF WORK: 3.TEN. POUNDS PER SQUARE FOUI'(480 PA)FORINITERIOR LIGHT-FRAME CEILINGS WITH FLEXMLE FINISHES 1-1240 (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT " WOOD WALLS, (MCLIMING GYPSUM BOARD) - WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS, *, REPAIR OF FIRE DAMAGE TO ATTACHED I CAR ALL OTHER STRUCTLRAL MEMBERS L129) EXCEPTION& 1.1-1 0* 1.GUARDS ON THE OPENNSIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT I I GARAGE AND MUD ROOM AS NOTED. 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LTGHT-FRAME EXTERIORWALLS-WINDLOADS (a)wrrH LESS THAN 34 INCHES(804 MM)MEASURED VERTICALLY FROM A LINE I I 1� IT HAS BEEN DETERMINED(SECTION 405.2.3)THAT COLD-FORMED STEEL WALLS. PLASTER OR STUCCO nNISIW_S L/360 CONNLCTINiG THE NOSINGS. 11". I 1". STRUCTURAL DAMAGE IS LESS THAN 50%, E'XrE-RIOR WALLS WIND LOADS(a)WITH OTHER 2.WHERE THE TOP OFTHE GUARD SERVES AS A HANDIWL ON THE OPEN LTIPLE SECTiON AS6EM5LY- LEGALIZATION OF EXISTING BASEMF_NT WITH 5.RC,BTY POUNDS PER SQUARE FOOT(3930 PA)FOR 9-TNCH-TMCK(203 mm) -13RM'LE FINISHES LZ240 SIDES OF STAIRS,THE TOP OF THE GUARD SHALL RE NOT LESS THAN 34 Ill IV, INCHES(864 I'VINI)AND NOT MORE 11[AN 39 INO I&S(96,5 M M)AS MEASURED . I I I 1 1/4" TWIC< E30LTS * 2' OC EGRESS WINDOW AS NOTED. MASONRY WALLS. EXTERIOR WALLS WND LOAD',;(a)WITH FLEXIBLE FINISHES L/12iXd) VERTICALLY FROM A LINE CONNEC-FING THE NOSINGS, �6 - - . I I ,, I THE WORK IS DEEMED TO BE A REPAIR 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR(�-INCH-TH.ICK UNTELS SUPPORTING MASONRY z I I,,. J-,:,* VENFER WALLS(o) R312.1.3 OPENING LIMITATIONS, () REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE'WALKINo LQ 11 11' 10 I I PER CHAPTER 4 OF 2020 FBC OF NY STATE (I 52 MM)CONCRETE WALLS. N-(Yl'r-:L�SPAN LENGTH,ll�SPAN HEIGHT -77(0) 1 i ' I I I I I SURFACE TO THF REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A �li . I TABLE R301.5 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIT'WALLS. a.FOR THE PUTTOSED OF DFTERMINING DEFLECTION ITMITS HEREIN, SPHERE 4 INCITES(I 02 MM)IN DIAMETER, w I I , I I , I i.i.- I I�'. MINIMUM UNIFORMLY DISTRIBUTED LOADS(PST) THEWIND LOAD SHALLRE PFRtylITTED TO BE TAKEN AS 0.7 nMES THi-,, EXC.E.PITIONS; I I I I . EXCEPTION& compo.NTLNTAND CLADDING(ASD)LOADS OBTAINH)FRONITARIMR301.2(2). I-THE TR IANGULAR OPENINGS AT THE OPFN SIDE OF STAIR.FORMED BY THE W' 14" 4 i, I I USE LIVE LOAD 1),FOR CA NTILF'.VERNI FNIRTiRS,L SITALL Bf`,TAKI-.'N`AS,lW10""nif,LYINGTH RISER,TREADAND BOTTOM RAIL OF A GUARD,SHAIJ�NOT ALLOW PASSAGE I I I I I I OF THE CANTILEVER OF A SPHERE 6 INCHES(153 MM)IN DrAMrTER. I I I I I I I I UNINHABITABLE ATTICS WITHOUT STORAGE 10 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING215 POUNDS PER c�MR ALUMINUM ST'RUCIURAL NILMHERS OR PANE'l-S USED 2.GUARDS ON THE OPEN SIDE Or-STAIRS SHALL NOT ll,-�VE OPENINGS THAT 1'�'. I I ,. SQUARE FOOT(I 190 PA)SHALL BE PERMrT7FD PROVIDED THAT Tur-,WAI..I., ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(I I I MM)IN DIAMFTER� SHUTIER ASSEMBLY I)-,' I 4 4, In, 1.1- UNINHABITABLE ATTICSWITH LIMITED STORAGE 20 BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE I I isvr.s. I I I I I I I I ILAMITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WITH TABLF R601 1 03(4). R-312.1.4 EXTERIOR PLASTIC COMPOSITE OUARDS. . FOR PANEL ePANS: I I I BALCONIES(EXTERIOR)AND DECKS 40 PLASTIC CONIPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE I I I FIRE ESCAPES 40 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE REQUIREMENTS OF SE M, ON R317.4, 4' OR UJIDER ePAN I p;.* 14". ,)-. GUARDS AND HANDRAILS 200 PERM, fI7ED IN ACCORDANCE'WITHTHE PROVISIONS OF SECI'IONS R702A R312.2 WINDOW FALL PROTECTION. z 23/32" APA SPAN-RATEC> 4a/24 SHEATHING GRADE PLYWOOD F I I I I I GUARD IN-FILL COMPONENT'S 50 AND R703. WINDOW FALL PROTECTION SHALL BE PROVIDED DIACCORDANCE WITH 0 1 1 PASSENGER VEHICLE GARAGES 50 co (OVERLAP AROUND OPENINGS 4") 1 1 SECTIONS R312.2.I,AND R312.2,2. w * I I . ROOMS OTHER T71AN SLEEPING ROOMS 40 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH a - , >_ I j, SLEEPING ROOMS 30 CITAPTE_R 10, R312.2.1 WINDOW SILLS. m 1-1 to 2x4 STRONG-BAC<6 0 24" OC I I ,STAIRS 40 IN DWELLING UNITS,WHERE THE TOP OF THE SELL OFACN OPERABLE WINDOW .I I I OPENING IS LOCATED LESS THAN 24 INCITES(61 0 MM)ABOVE THE FINISHED 2 0 ASSEMBLY. I I FLOOR AND GREATER THANT 72 INCHES(1829 M; M)ABOVE THE FINISHED GRADE = 1). PREASSEMBLE PL:rWOOD TO 2x4'6.. * l0x3" (wl WASHERS) GALVINIZED OR OR OTHER SURFACE BELOW ON!THE EXTERIOR OF THE- BUILDING,THE ir STAINLESS STEEL WOOD SCREW 0 12" O.C. In" OPERABLE WINDOW SHALL COMPLY WITH ON-E,OFTHE FOLLOWING: I 4�, I�OPERABLE WINDOW OPENINGS NNqLLNOT ALLOW A 4-INCH-DIAMETER L 2). ATTACHING STRUCTURAL PANEL- FASTEN TO BUILDING w/ '' I (102 MM)SPITERETO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR m flox.3" �wl WASHERS) GALVINizEr.> OR STAINLESS STEEL LARGEST OPENED POSITION. n, WOOD SCREW 10 ll�," O.c. 2,OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTNI F2090. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING. 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL �_ 010 TEE NUTS ATTACHED TO IBLDG, w/ 01CA-1/2 ( W1 WASHERS) DEVICES THAT COMPLY WITH SECTION R312.2.2. MACHINE BOLT * 12" O,C. R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM 1`20140. THE WINDOW OPENING CONTROL DE'VICE,AFTER OPERATION TO RELEASE I THE CONTROL DEVICE ALLOWINGTHE WINDOW TO FULLY OPEN,SHALL NOT - REDUCE THE NET CLEAR OPEN-ING AREA OF THE WINDOW UNIT TO LESS IRAN THE AREA REQUIRED BY SECTION R310,1 1, % I. : . . -.1......I.;-........T I 0 : I : ........7...�...T........0 EXISTING % - ­ 1 1 1............L............ CHIMNEY - , o- _1� . - � � � ­ � � � . � - - I � � �- - - ,.��.....r'........f AREA OF PRIMARY 1....�...................... I x : : .�:...............-........�............. .... ­­:i­..__.................�....�...�................I........�....�­�...................... . ... ... -.1..............:­_......�.............. .......... ....................:..............�....... - �............. ­....:�iil�!... ...I......1...........I.........­.....,........I...­ .... ...I ....I.......-11-.11.......�...............I. . .. -_ STRUCTURAL DAMAGE -- % q �...................I ...­.. 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LEFT SIDE ELEVATION. REAR 61DE ELEVATION. . f=Ac:;E * - `_ , �'� . I C poft;f 4 ......&L�Les_Qvs . -F.4-. - - - __.- - I I - _ - I .1 ,I,- 11 I - - I ­_­­­_1­­l­­_ ,--"-,"-,-",--"""-"-,",�7,-,- li .e , '"' "',_.... . .......... """, � /1.1, . HEIIi ]o INHI r I I 9 .= ........ j Ll _ I WELLCRAFT EGRESS • STUD/POST (3) WINDOW WELL WITH INTRGRAL LADDER AND COVER EXISTING CRAWL SPACE • EXISTING SLAB PILOT 440LES FOR .Z=:f • MANUFACTURINCi INSTALL NEW TIE DOWNS AT EACH CORNER PURPOSES CW14 IMF ON HDU 5 (TYPICAL) - SEE DETAIL EGRESS WINDOW WITH 5/6" ANCHOR BOLTS WITH 1" MIN. EMBEDMENT a EPDXY IN PLACE WITH SIMP-50N EPDXY CW14 (EGRESS WINDOW FLOOR JOIST u* HDU /9" THREADED ROD � PROPOSED PLAY ROOM1+1 Off X (TO" CLG. HGT.) ANI R IL r_1�01: W w E) iS NG UF TYPICAL HDU TIE BETWEEN FLOORS VERIFY 5/e" F.c. Gwe EXISTING • ON CEILING AND WALLS UNEXCAVATED EXISTING PER CODE EX15TING SLAB EXISTING COLUMN, TYP. UNEXCAVATED EXIST, EXISTING EXISTING SLAB PRESERVATIVE-TREATED LAUNDRY FURNACE BARRIER MAY BE EXISTING CELLAR REQUIRED EXISTING SLAB I FOR WOLDOWNS, PER ASTM TEST STANDARDS, z W.C. (EXISTING, NO WORK) m no EXISTING FOUNDATION ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT Z 0 so 0 INSTALL NEW WW' ANCHOR BOLTS PLUS V3 TO 1/2 TURN WITH A HAND WRENCH, co AT 32" O,C. EMBED 1" MIN. 0 WITH CON51DERATION GIVEN TO POSSIBLE 0 EXISTING It 0 AND EPDXY IN PLACE WITH 0 4 FUTURE WOOD SHRINKAGE. CARE SHOULD -6 71 EXISTING x H.W.H. SNPSON EPDXY BE TAKEN TO NOT OVER-TORQUE THE NUT. IMPACT WRENCHES SHOULD NOT BE USED, BATH VERTICAL HDU INSTALLATION 10 EAGALIZATIO BATo EXISTING SAT ------- -- --------------------------------- - ------ A HDU DETAILS MANUFACTURED BY SIMPSON • C. STRONG-TIE COMPANY, INC. ---------------- n. Im NOT TO SCALE ----------------------- LIGHT AND VENT: AREA OF HABITABLE SPACE a 651 SO. FT, FOUNDATION FLAN MIN NATURAL VENTILATION REQUIRED (4%) . 2145 80. FT. INATURAL VENTILATION PROVIDED - 11.4 60. FT, MIN NATURAL LIGHT REQUIRED (8%) - 54,S6 50, FT. x EXIST. LIVING AREA = 130 SQ,FT, -NATURAL LIGHT PROVIDED a 11.4 $0. FT. BASEMENT ENERGY COMPLIANCE- q Ui u- s SMOKE DETECTOR ENERGY COMPLIANCE USING TABLE N1102.1, SIMPLIFIED It -PER SECTION R303.1, MECHANICAL VENTILATION WILL B;= (L INTERCONNECT PER CODE INSTALLED TO SATISFY THE VENTILATION REQUIREMENT PRESCRIPTIVE BUILDING ENVELOPE THERMAL Lu CARBON MONOXIDE DETECTOR WITHIN THE PROPOSED RECREATION SPACE COMPONENT CRITERIA. tz(z 0 FOR THIS CLIMATE ZONE AND DEGREE DAYS EXISTING S=................... F W — I tu Po ONE PER FLOOR -PER SECTION 303.1, EXCEPTION 16 TAKEN AND ARTIFICIALIS,SOQ-5,999)THE REQUIRED BASEMENT WALL r "UNG r - - - - - - -- - - - - - - - - - - - V4 LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE INSULATION R VALUE 16 R-10 MIN, ILI 9 t- ILLUMINATION OF & FOOTCANDLE6 OVER THE AREA OF THE THE PROPOSED R VALUE FOR THE BASEMENT WALLS V W ROOM AT A qEIC-sWT OF BO INCHES ABOVE THE FLOOR IS IR-15 (COMPONENT FASSEW Z3 sD EXIST,I KITCHEN x oto () a m ja 8,'0" t4-LG. HGT. Lu (z tL INOI WORK) Z j r - - - - - - - - - - - - - - - - - - - - - - - - - - - - -EXISTING R,R, _EX16TING R.R. 4" VTR EXISTING EXISTING (L C-! U, EXISTING EXISTING EXISTING NEW 2x4 WALL U LAUNDRY BATH KITCHEN 3" 0 2;-___-;__3-___ -- 1 - ----------- - -------- 4 SNE X -i I uj r - - - - - - - - - - - - - - - - - - - - - 1 LAv d==== ac. TUB/ PXIST, K SECnONP3103: VENT TERMINALS SIN EXISTING ENGINEER: SHOWER ,.-MATCH EXISTING P1103.1 VENT PIPES TERMINATING OUTDOORS. EX16T, CLO, AGE D.W. EDROOM EXIST. OVERHANG, SOFFIT I CAR $AR OF NEW VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE F.D. REA AND TRIM EXISTNG SLAB FIRST FLOOR 8-0" CLG.HGT. BEDROOM T. OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDINIG IN J_ 5/a" F.c. GIb5 ON WALLS .ACCORDANCE WITH ONE QF THE METHODS IDENTIIFIED IN SECTIONS Lr (NO WORK) a'O" CLG. HGT'. AND COLIN PER CODE THROUGH P3103.1.4. 2" 2" 2# 1 EXIST, co ♦ P3103.1.1 THROL 2 1------ -------\' IL 2" (NO WORK) lC J !L P3103.1.1 ROOF EXTENSIOIN. CLO. REF_ C�_ p 12 w OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET NEW CN24 NEW 3068 NEW CN24 1) 30roa Lu THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE ED ----------- r< H�%Nr R I�Fg C&DE 14 HOUR RAt I P_' 42) 134"x'31/2" LHDR on NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) --- -------- ELF r 0 -------- SE -LOSINI DOOR 0 - ABOVE THE ANTICIPATED SNOW ACCUMULATION.WHICHEVER IS GREATER. AIR BRAKE, VENT__� 30 IS IN G D� 3 4 c35 h' P.31(Y3.1.2 ROOF USED FOR RECREATIONAL PURf"OSES. DOI UN I - A) Ii q EXISTING 6 0 _'+>01' I ss\o\ 4 STANDPIPE PER 2'6' '00 OFE WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, IRO 2-10ro.1.2 (18*-42") LAUNDRY BATH G.O. TO AN EXISTING MUD Room x EXIST, Xz OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, C-4 '(� SANITARY SYSTEM EXISTING JEFFR EY T. BUTLER, F.E. OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) 20: ABOVE THE ROOF. 4" HOOK UP 5POWER BATH — F It 6" "1 LAV (NO WORK). 2'6" 1 EXISTING RIDGE 0 m 4=== W.C. NEW 2xI0 RIDGE 1 P3103,1.3 ROOF EXTENSION COVERED. w - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - — - tu WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND r� k 0 & $ SHOWER IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR CHECK w COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT FVALVE W AV so 0 co (y OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL.FEATURE BASEMENT u 0 0 Co x d) OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE,NOT LESS W.C. X = 1' 3 iL THAN 2 INCHES(5 1 MM)A130VE THE ROOF SURFACE.SUCH ROOF ELEMENTS2 23" 2'b" :1p ST[All,BE DESIGNED TO PREVENT THE-,ADVERSE EFFECTS OF SNOW EJECTION Lu 1 0 ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE CC — 7 PUMP EXIST. EXIST. L B PLACEMENT OF A PANEL OVER A VENT PfPE AND 7HE DESIGN OF A ROOF 11 1 ELEMENT COVERIN TiHE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA CLO. LIVING ROOM EXIST, No (2) 1 3/4'xIb LVL HDR < > FOR TILE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA I c a'O" CLG. HGT. F.P. OF THE PIPE.AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. cr (NO WORK) NEW NEW NEW CN24 SITCH VENT TFRVITNALSSHALL BE PROTECTED BY A METHOD THAT FLUM51NG RISER DIAGRAM NTS) w a PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING TILE VENT - - - - - - - - - PTPE OPENING. IEXIST. _NE 2xe C.J' e Iro, O.C. W Q I rr P3103.1.4 SIDEWAII,VENT 1T.RMT.NAL. VENT TERMNALS EXTENDING THROUGH THE WALL SHALL TERMINATE BEDROOM EXIST, 6 NOT LESS THAN 10 FEET(3048 MM)FROM LOT LINE AND NOT LESS THAN 6'0" CLG. HGT. z NO WORK) CLO, 10 FEET(.3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 11)FEET 0 uj f_ (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. TABLE P3201.7 _NEW 2xS R.R. NEW 2xa R.R. is Irol, O.C. 40 16" O.C. w C4 VENT PIPES SHALL NOT TOWMWATE UNDER THE OVERHANG OF A Y SIZE OF TRAPS FOR PLUMBING FIXTURES I (FRAME FIRST) (FRAME FIRST) CD y: Y INCLUDES SOFFIT VENTS.SUCH VENT Ex --------------------------- STRUCTURE WHERE THE OVERHANG TRAP SILL TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS PLUMBING FIX-RJRE MIN.(INCHES AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING CL IL AND THAT DOES NOT REDUCE THE OPEN AREA OFTHEv`ENT PIPE. 01 di u- j� BATHTUB(WITH OR WITHOUT SHOWER HEAD " AND/Olt WHIRLPOOL ATTACHMENTS Ili EXIST. -STOOP (2) 1 314XIB If2l' LVL WDR P3103.2 FROST CLOSURE I I U- WHERE 11-LE 97.5-PERCENTVALUE FOR OUTSIDE DBIGN TEMPERATURE IS BIDET EXISTING I- - - --- -- - - - - - - - - - - '1) 0°F'(4 80C)OR LESS,VEN'I'E)CFENSIONS THROUGH A ROOF OR WALL SHALL EXISTING BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT(304.8 MM)INSIDE CLOTHES WASHER STANDPIPE 2 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - K� SEE PORTAL FRAME DETAIL--"�� THE THERMAL ENVELOPE OF THE BUILDING. DISHWASHER(ON SEPARATE TRAP) 11/2 0 ck P3103.3 FLASHINGS AND SEALING. FLOOR DRAIN 2 THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS KITCHEN SINK(ONE OR TWO TRAPS,WITH OR I FIRST FLOOR FLAN AND SOFFITS SHALL BE MADE WTATHER TIGHT BYCAULKRNG. WITHOUT DISWASHER AND FOOD WASTE DISPOSER) WALL LEGEND. P31014 PROHIBITED USE. LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 EXIST. LIVINC; AREA 1,165 SQ,FT, A VENT TERMINAL SHALL NOT BE USED FOR A-NY rURPOSE OTHEII THAN A LAVATORY 1114 EXISTING 2x4 WALL VENT TERMINAL EXIST. GARAGE AREA = 302 80,FT, P3 103.5 LOCATION OF VENT TERMINAL SHOWER(BASED ON THE TOTAL FLOW RATE AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SH'All,NOT BE THROUGH SHOWERITEADS AND BODY SPRAYS) SMOKE DETECTOR EXISTING FIRE DAMAGED 2x4 WALL LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR. FLOW RATE: INTERCONNIECI PER CODE TO BE REPLACED OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING 5.7 GPM AND LESS 11/2 OR OF AN ADlA(.7NT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL MORE THAN 5.7 GPM UP TO 12.3 GPM 2 CARBON MONOXIDE DETECTOR BE WITHIN 10 FEET(3048 M?vf)HORIZONTALLY OF SITCHAN OPENMG UNLESS MORE THAN 12.1 GPM UP TO 25.8 GPM 3 ONE PER FLOOR EXISTING FOUNDATION WALL 2 4 ITT IS NOT LESS THAN 3 FEETT(914MM)ABOVE THE TDP OF SUCH OPENING. MORE THAN 2.5.8 GPM UP 1-0 55.6 GPM 4 FOR ST.1 IN401=25.4 mm.1 FOOT=304.8 mm. MINIMUM----------------------- NOTE AT TUB/SHOWER LOCATIONS PROVIDE FULL WEIGWT GWS PRIOR TO INSTALLING TUB ON OUTSIDE WALL AIR SEAL PER DETAIL,TWEN, INSTALL TOP PLATES TOP PLATES UNIT. STUD STUD BORED HOLE MAX BORED HOLE MAX CEILING DRYWALL TAPED DIAMETER 60% TO WALL DRYWALL Or STUD DEPTH OF STUD DEPTH 5/8"MIN,TO EDGE DIAMM.—M 40% RAFTERS AND CEILING \�DRYWALL CAULKED,GLUED 5/8"MIN.TO EDGE JOISTS OR APPROVED ROOF TRUSS OR GA6KETE0 TO TOP PLATE 5/8"MIN.TO EDGE I DRYWALL CAULKED,GLUED 519,MIN.TO EDGE OR GASKETED TO BOTTOM PLATE ol NOTCH MUST N(Y]'EXCEED TOP PLATE SECOND STORY TOP PLATF, 40%OF STUD DEPrH NOTCH MUST NOT EXCEED SEE DRILLING AND 25%OF STUD DEPTH NOTCHING PROVISIONS .,-BOTTOM PLATE CAULKED NOTCHES SHALL NOT BE GASKE-i ED TO eluePLOOR LOCATED IN MIDDLE ONE-THIRD JOIST IS PERMITTED TO OF STUD LENGTH BE CUT OR NOTCHED FLOORWALL S111D- JOIST- BETWEEN THESE LIMITS $UBFI_OOR GLUED,cAuL-KED OR IF HOLE IS BETWEEN 40%AND 60% SEE DRILLING AND SEE DRILLING AND 6ASKETED TO RIM JOIST/RIM CL05URE BORED HOLES SHALL NOT OF STUD DEPTH,THEN STUD MUST BOTTOM PLATE, NOTCHING PROVISIONS NOTCHING PROVISIONS BE DOUBLE AND NO NIORE THAN BE LOCATED IN THE SAME BORED HOLES SHALL NOT --/ 'V�T_CM SECTION 3.3.1.1.1 WFCM SEMTONI 3.4.1.1.1 RIM JOIST/RIM CLOSURE CAULKSD CROSS SECTION OF Cl,"r OR BE LOCATED IN THE SAME TWO SUCCESSINT_STUDS ARE I/ISPAN —1/3 SPAN 01;Z GAS<ETE0 TO TOP PLATE NOTCH IN STUD CROSS SECTION OF CUT OR DOIMLED AND SO BORED NOTCH IN STUD 4 0 JOIST ENDST (y O BE �DRYWALL CAULKED,GLUED 7 I BLOCKED AGAINST OR GA5<F'IED TO TOP PLATE �170R BLOCKING RO`rA'rION IN ACCORDANCE NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS WITH WFCM 3.3.1.3-END TOP PLATE BAND JOIST AND]BRIDGING RESTRAINT AND FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS OR HI XrK rNG SEE WFCM SECTION 3.3 3.3.1.4 BRIDGING DRYWALL CAULKED,GLUED (WFCM 2015 SBC HIGH WIND EDITION) (WFCM 2015 SBC HIGH WIND EDITION) BEARING OR G46<15-TIED TO BOTTOM PLATE WALL BOTTOM PLATE CAULKED BOTTOM PLATE LAP JOIST' IN,MIN. 01R GASKE-ED TO 6UBFLOOR BAND JOIST OR BLOCKING W/ -6 SUEFLOOR GLUED,CAULKED OR in JOIST IL GASKETED TO RIM JOIST/RIM CLOSURE SILL PLATE---------:­ I I EXTERIOR OR BEARING WALL RTDGE,TENSION STRAP CRAWL SPACE- g RIM JOIST/RIM CLOSURE CAULKED CS20 USE 8-8d NAILS \1713FLOOR :01-� GA5KE-ED TO TOP PLATE OR BASEMENT _c IN EACH END AT FOUNDATION EACH ROOF RAFTER BILL PLATE INSTALLED OVER SILL GASKET NOTE- SWADED CO`11�ONENTS DESIGNATE PLATFORM FRAMING INTERMEDIATE NOTCH GREATER THAN BEARING UJALL AIR BARRIER SYSTEM 50%OF THE PLATE WIDTH 16 GAGE(0.054")AND 1.5"WIDE RAFTER TYPICAL WALL, FLOOR AND ROOF FRAMING AIR 6EALING DETAILS METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE RIDGE BEAM JOIST HANGER REQUIRED IN. AT CATHEDRAL CEILINGS x LSSU OR EQUAL .4 TOP PLATERIDGE ui %.- 3: M Tu� 0—TENSION-STRAP In PIPE DETAIL ° = t lu M uj loj TOP PLATE FRAMING TO o 9 0 m uj 0 ACCOMMODATE PIPING Z 0 U- a� w 6 lU ui U- NAILS ENGINEER: o X\ 0 Al� ;0 LLJ NEW 2xl0 RIDGE it 0) F>-lod NEW 2x5 RAFTERS 073495 NAILS NEW 1/2" COX SHEATHING NEW 150 FELT R01r_ESS\ NEW ASPHALT ROOF SHINGLES JEFFREY T, BUTLER, F.E. NEW CONT RIDGE VENT ROOF VENTILATION 1-300 OF THE INSULATED m CEILING AREA UNIFORMLY DISTRIBUTED 0 EAVE PROTECTION TO EXTEND FROM THE 12 2 EDGE OF THE ROOF, Bro" UP THE SLOPE SIMPSON STFRONG-TIE BUT NOT LESS THAN 12" BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL HO HURRICANE TIE BAFFLE AS REQUIRED FOR ROOF= VENTILATION cc uj —TOP OF CEILING > CL pzm w 1/2" GW5 9 2x4 STUDS 1 CAR GARAGE w 1/2" COX 6WEATWING ccE w U � CONTINUOUS AIR VENT BAFFLES 41 FRAMING BAY TYVEK I4OU6EUJRAp 5/8" F.C. GWI3 ON WALLS OWENS CORNING "RAFT-A-MATE" - TO BE INSTALLED VINYL SID AND CEILING PER CODE ING (j) 50 TWAT AIR FLOW IS NOT RESTRICTED. C) z DO NOT COMlr>RESS INSULATION. w V 0 _-j 0 6 CL tL 4" P,C. $LAS —TOP OF SUP-FLOOR 0 &'Xro" 10/10 W.W.M. 11 —TOP OF FOUNDATION b U- GRADE ON 4" POUROU5 FILL GOMPAtTED tOIL' EXISTING FOUNDATION —TOP OF FOOTING EAVE DETAIL SECTION A-A • 4 ' 'Illil'Il ...I I �1�1,111111,11111111,111l . I R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FIRE PROTECTION OF FLOORS. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE G E-IN,I"�R A 1,N OT ES: . WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO 140 MILE PER HOUR ZONE - NATUNG SUMDULE FLAME SPREAD AND SMOKE-DEVELOPED INDICTS FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A Ir-INCH(12.7 MINI) WOOD FRAMECONSTRUCTIONMANU L,HIGI[VIND EDITION (WFCM)PUBLISI-IEDBYTJIE I�ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, JA i INISHES SHALL BE IN ACCORDANCE WITH SECTIONSR302.9.1 THROUGH R302.9A. GYPSUM WALLBOARD MEMBRANE.5/8-INCH(I 6 MM)WOOD STRUCTURAL . (TABLE 3.1,WFCM HIGH WIND EDITION) AMERICAN FORESTAND PAPER ASSOCIATION. 2018) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND PANEL MEMBRANE,OR EQU IVALENT ON THE UNDERSIDE OF THE FLOOR JOINT DESCRIPTION I NUMBER OF,NAILS I NAIL SPACING NON-STRUCTURAL ELEMENTS ARE BASED UPOTT 2020 RESIDENTIAL CODE PUBLISHED BY BaSTST,kNDARDSOFCO�NTST'R[)(.71ONPRA(.7n('[-,.. n IE AME RICAN INSTITUTE OF R302.9,1 FLAME SPREAD INDEX. FRAMINGMEMBER.PENETRATIONS OR OPENINGS FOR DUCTS.VENTS, . EW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERJ--ORMED ON T141S PROJECT. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING.DEVICES,LUMINAIRES.WIRES,SPEAKERS, ROOF FRAMING FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITF-RIA,SET,*,TABLE R301.20)AND THE REATERTHAN200. DRAINAGE PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE TABLE,ON COVER SHEET. 1 11 IF'CONTRACTOR SHALL VERIFY ALL CO'1NTDrnoNS AT TI IT,-.SITE-ANY DISCREIIANCIES , EXCEPTION:FLAME SPREAD,INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. RAFFER TO TOP PLATE(TOE-NAILED) 4-8d PER KAFrER ALL NON ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT I WIND LIMITNUONS-SECTION R301.2.1 OF CONSTRUCTION. THE,CONTRACTOR SHALL BE RESPONSIBLE,FOR CORRECTIONS NOT APPLY TO TRIM DE M- 'ED AS:PICTURE MOLDS,CILKIR RAILS,BASEBOARDS AND EXCEPTIONS: CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST DESIGN CRITERIA-SEC`TION R301.2.1.1 (SELTABLE R301.2.1.2 FOR WIND-BORNE DEBRIS RETORTED ONCE,TIE HAS STARTED WORK EXCEPT FOR HiDDENJOB cONDITJONSA � HANDPAILS;TO DOORS ANT)WINDOWS OR THEIR FRNMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES L)OCATED DIRECTLY OVER A SPACE PROTECTED BY AN PROTECTION FASTENING SCHEDULE FOR NVOOD STRUCTURAL PANELS) THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CF M. FNMD TO THE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P�.XA,NFPA CEILING 1OISTI`0 PARALLEL RAFTER(FACE-NAILED') 9-16d EACH LAP DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND SURFACE OF WALI-S OR CEILINGS TIF THESE MATERTAUS EXHIBIT FLAME SPREAD 13D.OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 1 FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT CEILING JOIST LAPS OVER PARTITIONS(FACE-NATLEU) 9-16d EACH LAP LIVE I_OAD-SFX7ION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL RE NEW_(kNT)TIIATAIL WORK WITJ,BE CEMIENTFD TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FTRED OR I I SMOKE INDEX R302.9 OF GOOD QUALITY,FREE IMOM rAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM ELECTRIC-POINTIRED HEATING APPLIANCES. COLLAR TIE TO RAFTER(FACE-NALLED) 6-8d PERTIE FLAMESPREAD FIFXR302,10 THE DATE Or THP FINAL CERTIFICATE OF OCCUPANCY. R302.9.2 SMOKF-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PFRM1TTED TO BE TIRE Bl.O(.7,KJNG R302,11 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF INPR07EMD WHERE COMPLYING WITH THE FOLLOWING: BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END FIRE Blf)CKING MATERIAL R302.1 1.1 4.THE ENGINEER SHALL NOTRE RESPONSIRLE FOR TIIE CONSTRUCTION MEANS,METHODS, NOT GREATER THAN 450, 3.1.THE AGGREGATE AREA OF THE I.JNPROTECTFD PORTIONS DOES NOT FIRE PROTE M, ON`0F FLOORS R301 1 3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PR M- kUTIONS AND EXCEED 80 SQUAREFEET(7.4 SQ.M.)PER STORY. RIM BOARD TO RAFTER(END-NAILED) I 2-16d � EACH END LIG FIT AND VENT11ATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR MINIMUM ROOM AREAS,SECTION R304 THE('.ONII�A('.:I'(.)RS,F,All,ll]?F TO C'ARRY OUTTFIF WOR K IN ACCORDANCE WITTI THE R.102.9.3 TESTING. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION RNP2.1 1.1 IS INSTALLED WALL FRAN41NG CEILING HEIGHT-SECTIONR305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS TFSTS SHALL,BE MADE IN ACCORDANCE WITH ASTY E94 OR U'L 723� ALONG,THE PERIMETTR OF THE UNPROTFC71T.D PORTION TO SEPARATE TI-IE I UNPROTECTED PORTION FROM THE REMAINMER OF THE FLOOR ASSEMBLY SANITATION-SPCTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS . . TOP PLATE TO TOP PLATE(FACT-NATLED) 2-16d(SEENOTE 1) PER FOOT TOILET BATH ARID SHOWER SPACES-SECTION R107 ANDAM THE BI 1ILDIN(I AS DESIGNED WITHOUT THE EXPRESSED WRITTEN C( . R302.9.4 ALTERNATIVETFSTMETHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRITC.-ITTRAL AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-TNICH BY 10-INCH TOP PLATES A7rIN11_RSHCJ1ONS(FACE-NAILED) 4-10d JOINT'S-EACH SIDI; GLAZING-SECTION R108 ENGINEER, THAN 200 AND A SMOKE-DFVFLOPED INDEX OF NOTGREATER THAN 450 (50.8 MM BY 254 MMI )NOMINAL DIMENSION,OR OTHER APPROVED FIA)OR GARAGES AND CARPCWTS-SECTION R309 WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR U!,721,WALL AND ASSEMBLIES DFMONTSTRAT ING EQUIVALENT FIRE PERFORMANCE. STUD TO STUD(FACE-NAILED) 2-16d 24"D.C. EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION RIJO 5,THE CONTRACTOR AND All.SUBCONTRACTORS SHALL MAINTAIN CONTINITIOUS CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE EXITS-SECTIONT R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) WITH NFPA 2R(i.MATERIALS TESTED IN ACCORDANCE WITH NEPA 286 SHALL R3(V.14 COMBUSTIBLE INSULATION ClEARANCE. HEADER TO HEADER(PAC-ENAJLED) 16d 16"O,C.ALONG EDGES STAIRWAYS-SECTTON R311.7 AND GENERAL LIABILITY IN AN MOUNTF NOT LESS THAT$5 MILLION ANDAUTOMOBILE MEET THE FOLLOWING CR1`17ER1A: COMBUSTIBLE INSLIATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES - GUARDS-SECTION R312 LIABILII Y AND DAMAGE COVERAGE NOT LESSTHAN$2 MILLION. THE ENGINEER SHALL BE I' - THE INTERIOR FINISH SHAUL COMPLY WITH THE FOLLOWING: (76 MM')FROM RECESSED LUMINAIRES,FANMOTORS AINTD OTHER HEAT- TOP OR BOTTOM PLATE TOSTUD(END-NAILED) 2-I&I PER 2x4 STUD SMOKE ALARMS-SECTION R314 A NAMED INSURED ON.ANY AN'D ALL POLICIES. 1.DURING THE 40 KW EXPOSURE,FLAMES S14ALL NOT SPREAD TO THE M. LING. PRODUCING DEVICES. FOAMI PLASTIC-SECTIONI R316 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE BEAT-PRODUC[NG DEVICES ARE LISTED FOR LESSER 3-16d PER 2x6 STUD DWELLING UNIT SEPARATION-SEC-TION R3022 6.PROVIDE COPPERTERTM ITESHIELDS OVER FIBROUS INSULATION ATALL PERIMETER SILLS. ON ANY WALL OR CEILING. I CLEAILANCES,COMBUSTIBLE INSULAIIONCOMPLYING WITH 3THE LISTING 4-16d PER 2xg S,ruD PROTECTION AGAINST DECAY-SPCTION R317 3.FLASHOVER,AS DEFINED IN NFPA 296.SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WrM TTIE - PROTECTION AGAINST TERM11TS-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE SITE ADDRESS-SECTION R312 CRFOSOTED. 4,THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LISTING. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, -] 2-16d(SEE NOTE'1,2) PER FOOT ACCESSIBILITY-SECTION R320 800 KW. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE ENDJOIST OR BIA)CKING(FACE-NAILED) I ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N 1 1014,5 OF TJ[IS CODE, 1,000 M22. FLOOR FRAMING FUX)D RESISTANT CONSTRUCTION-SECTION R122 BEDROOM,ONALL FLOORSAND SHALL BE ALL INTERCONNECTED PER CODE. tfi z SLC11ON R310:LMERGONCY ESCAPE AND RUSCUL OPiNMS 43 R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. JOIST TO SILL,TOP PLATE OR GIRDER(TOE,NATLED) 4-8d PER JOIST FOUNDATIONS: 9.ALL BATT IROOMS WITT IOU-T(JPERABLE WINDOWS TO BE MECHANICALLY VENTILATED 0) " 'OPENIN 'EW YORK STATE CODE. FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATIONSHALL BE IN Rill),I F..*"Rc1FNCY F.SCAPE AND RESCUE .GREQUIRED, EXISTING(NO WORK) AS PER N ET A ING ROOM SHALL IIA*vT- BRIDGING TO JOIST(TOE-NAILED) 2-8d E AC,I I END � ACCORDANCE WITH SECTIONS R30'2,10.I THROUGH R302.10.5. NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING, - ___ FLOORS: 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITI I OUTDOOR DESIGNED w WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS.AN BLOCKING TO JOIST(rOE-N. AILED) 2-Sd EACH END EXISTING(SEE PLANS) AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. I _1 1 1 11-�llill�llill..Il I R302.10.1 INSULATION. EMERGENCY ESCAPE AND RESCUE CITUNING SHALL BE REQUIRED IN EACH INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES. SLEEPING ROOM.EMERGENCY ESCAPEAND RESCUE OPENINGS SHALL OPEN BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK ROOF-CEILINGY ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES ANTI)ATTICS DIRECTLY INTO A PUBILIC WAY,OR TO A YARD OR COURT THAT OPENS TO A WALLS: I 1.ALL ELECTRICAL WORK TO BE IN ACCOR DANCE TO THE RULES AND REGULATIONS OF SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL PlIBLIC WAY. LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST EXISTING AND NEW(SEE PLANS) THE N.Y.B.F.U.AND A N.Y.B.F.U.CERI'll-ICAI'E IS TO BE PRESENTED I'D THE OWNER AT THE EXCEPTIONS: COMPLETION OF THE JOB� EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- I.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECH&N- ICAL DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE EQUIPMENT NOT EXCEIMING A T(YrAL FLOOR AREA OF 2W SQUARE FhEl' JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD Willi ASTM E84 OR UL 723.INSULATING MAITRIALS,WHERETESIED IN (18.58SQ..m.), ASPHALTSTRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE 2.WHERETHF DIXT.LLINCT OR TOWNHOUSE IS EQI!rPPED WITH AN AUTOMATIC BAND JOIST TO JOIST(END-NAMED) 3-16d PER JOTST FASTENERS PER SHINGLE(SECTION R905,6) SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS, FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE-*A7111 SECTION PM, - UNDERLAYMENT APPLICATION(5ECTION R905.2.7) MEMBRANES AND SIMILAR COVERINGS. SLEEPING ROOMS IN EASEMENTS SHALL.NOT BE REQUIRED TO HAVE BAND JOIST TO SILL OR TOP PLATE CrO&NAILED) I 2-16d(SEE NOITI)T PER FOOT FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) 13.DO NOT SCALE DRAWINGS, (;ISE FIGURE DIMENSIONS ONLY. EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT UNITS HORIZONTAL(17-PERCENTSLOPE), EXCEPTIONS: HAS ONE OF THE rOLLOSING: ROOF SHEATHING z LWHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF"TI 11"NFIW YORK 0 2.1.ONEMRANS OF WRLSS COMPLYING WITH SECTION R311 AND ONE' HORIZONTAL(33--PERCENT SLOPE),UNDERLAYMENT ENERGY CONSERVATION CONSTRUCTION CODE. ALL(ILAZED AREA TO BE DOUBLE (n FLAME SPREAD INDEX AND SMOKE-DEVIELOPED INDEX LIMITATIONS DO NOT EMERGENCY ESCAPE AND RESCUE OPENING. STRUCJRAL PANELS 8d SEE TABLE 3.11 THIS SHEET Lu APPLY TOTHE FACINGS.PROVIDED TIIA:r TIIE FACING IS INSTALLED IN 2.2.IWO MEANS OF EGRF_ss romm-YiNG WITH SECTION Ri I I� SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES, 0 ' SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, DIAGONAL BOARD SHEATHING APPLY A 19-INCH(483 MM)STRIP OFUNDERLAYMLNT PELT PARALLEL �i FLOOR OR WALL FINISH. R'310.1.1 OPERATIONAL CONSTRAINTS AND OPENTING CONTROL DEVICES. WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY 15.THE INSULATION PROTECTION AS INDICATED ON TTIFSE PLANS EXCEEDS THE (n EMFRGENCYESCAPE AND RESCUE OPENGS SHALL BE OPERATIONAL FROM I"x6"OR I"xg" 2-8d PER SUPPORT Lu 2.CMLUL()SE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED TO I TOLD IN PLACE. CODE'S MINIMUM STANDARDS. 2 THE INSIDE or THE ROOM WITHOUT THE USE OF KEYS.TOOLS OR SPECIAL I"X10"OR WIDER 3-8d PER SUPPORT STARTING AT Tlit-,EAVL,APPLY 36-INCEI-NVLDE 014 MM)SHLLTS OP 0 AND THAT COMPLIESIAMM THE REQUIREMENTS OF SEC71ON RIO-2.10.3 SHALL KNOWLEDGE WINDOW OPENING CONTROL DEVICES ON WINDOWSSERVING , = NOT BE REQUIRED TO MEETTHE FLAME SPREAD INDEX REQUIREMENTS BUT AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY I I - UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MNI), 16.THESE'.DRAWINGS AND SPECIFICATION'S AREINSTRUMENTS OF SERVICE AND rr SHALL BE REQUIRED TO MEET A SMOKE-DEPYTIDPED INDEX OF NOT MORE Wrrd ASTM FI(M. AND FASTENED SUFFICIENTLY TO HOLD IN PLACE SHALL REMAIN THE PROPERTY OF THE,ENGINEER WHETHER THE PROJECT FOR Lu ' CFTT_1NG SHEATI-TING FOR ROOF SLOITS Of"FOUR(4)UNITS VERTICAL IN TWELVr(I 2)UNITS WHICH THEY ARE MADE,IS EXECUTED OR NOT. THEY MAY NOT BE USED THAN 450 WHERE TESTED IN ACCORDANCE WITH CAMULC S 102.2. L 3.FOAM PLASTIC INSULATEDN SHALL COMPLY WITH SECTION R316. R-3 10.2 EMERGENCY ESCAPE-AND RESCUE OPENINGS. -17 ON ANY OTHER PROJECI'EXC EPT BY WRITTE N AUTHORIZATION OF IT JE ENGINr-r-R. m I I EMERGENCY ESCAPE AND RESCUEOPEININGS S14ALL I'LAVEMINIMUM GYPSUM WALLBOARD _F id COOLERS 7 7 EDf.;E I 10"FIELD ICE PROTECTION(SIMON R 905.2.7A) R102.10.2 LOOSE-FTLL INSULATION. . DIMENSIONS AS SPECIFIED IN THIS SECTION. WALL SHEATHL14G UNDERLAYMENIT IN HIM[WIND(SECTION R 905r2.7.2) 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-STTE, LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE R!10.2.1 MINJM1fM OPENING AREA. FLASI(ING(S U- 71ON RW5.2.8) INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUT-STFI)BY THE OWNER, ASTM E84 OR UL 723 APPARATUS WTMOUT A SCREEN OR ARTIFICIAL SUPPORTS EMERGENCY ESCAPE AND RESCUE OPENTINGS SHALL HAVE A NET CLEAR STRUCTURALPANELS 8d SEE TABLE�.I I THIS SHEET CHTMN`EY'S AND FIRESPACES CHAPTER 1 0 COIN7RACTOR OR LOCAL BUILDING DEPARTMENT. SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPE,D LIMITS OF OPENING OF NOT LESS THAN 5.7 SQUARE I-LET(0.530SQA4.).I HE NET CLEAR ENERGY EFFICIENCY-CITAPTFR I 1,SEE ATTACHED REPORT I SECTION R302.10,1 WHERE TESTED IN ACCORDANCE WITH CANIULC S102.2. OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAMM BY FIREBOARD PANELS MECDANICAL-CIIAPTER 12 UPLIFT-CONINTIOUS PATI I CONNECTORS TRENORMAL OPERATION OFTHEEWERGENCY ESCAPE AND RESCUE GENERAL MECHANICAL SYSTEMS-CHAPTER 13 EXCEPTION:CELLUI.OSIC FIBER LOCISE-FILL INSULATION SHALL NOT BE OMNING FROM TI W INSIDE.THE!NET CLEAR HEIGHT OFTHE OPENING SI LALL 7/16" 6d 3"EDG;E/6"FIELD HEATING AND COMING EQUTPMENT-CHAPTTR 14 USE SIMPSON STRONG-TIE C'ONNECTORS REQUIRED TO BE TESTED INACCORDANCE WITH CANIULC.S 102.2,PROVIDED BE NOT LFSS TITAN 24 W01PS(61 0 MW AND ITTE NET CLEAR WIDTH SHAIL THAT SUCH INSULATION COMPLIES WITH THF RFQUTREMEN7"S OF SFC71ONS BE NOT LESS THAN 20 INCHES(.10 MM). 25 n 2" 8d 3"EDGE/6"FIELD EXI TAUST SYSTEMS-CHAPTER 15 FOLLOW PRODUCT SELECTION GUIDE AND R302.I 0.1 AND R3(r-.1 0A EXCEPTION:GRADE FL,OOR OPENINGS OR BELOW-GRADE OPENINGS SHALL DUCT SY.STFMiS-CHAPTFR 16 INSTALLATION MANUAL FOR HIGH WIND RESISTANT - HA VE A NF r CLEAR OPENINCY AREA OF NOT LEssT-HAN 5 SQ UARE FEE I' COMBUSTION AIR-CHAPTER 17 CONSTRUCTION CATALOG C-MV02 � R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. (0.465 SQ.M.) GYPSUM WALLBOARD 5d COOLERS 7"EDGE./I 0"FIELD CHIMNEYS AND VENTS-CHAPTER IS % CELLULOSIC FIBER LOOSE4:qLL INSULATION SHALL COMPLY WITH CPSC 16 CM, F-1 10.2.2 WINDOW SILL HEIGHT. HARDBOARD 8d SEE TABLE 3.11 THIS SHEET PLUMBING-PARTIVIT NEW RAF7ER TO WALL USE: PARTS 1209 ANT)1404.FACH PACKAGE.OF SUCH INS11ATING MATERIAL.SHALL. HS,5-16d NAILS EACH SIDE 0 N�l IER E A W1 N'DOW I S PR 0 VID TO ASTI TE,EVE R GfiNCY 0 CA PE A ND R E S C I T % � BE CLEARLY LABET IN ACCORDANCE WITH CPSC 16 C`FR,PARTS 1-409 AND OPENING,IT SHALL HAVE A SILL immirr OF NOT MORE THAN 44 INCIAS PARTICLEBOARD PANELS 8d SEE TABLE 3.11 1111S SI rEE`I' 1404. - (I I 18 MM)ABOVETIIE FLOOR;WHERL THE SELL HEIGHT IS BLLOW GRADE.IT RAFTEIR TID RIDGE TO RAFTER CONNECTION USE: 0- _% SHAIL BE PROVIDFD WITH A WINDOW Whf.l.IN ACCORDANCE WITH SF'.CTION DIAGONAL BOARD SHEATHING CS20 USE 8-8d NAILS R302.10.4 EXPOSED ATTIC INSULATION. R310.23. IN EACH END AT � x . IN&I OR Vxg" 2-81 PER SUPPORT EACH ROOF RAFTER % 14 EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE R310.2.3WINDOW WELLS. III 1: LL A CATTICAL RADIANT FLUX OF NOT LESS THAN 0.12 WAIT PER SQUARE THE HORIZONTAL AREA OF THE WINDOW%T1.1.SHALL.BENOT LESS THAN 9 1"x 10"OR WIDER 3-8d PER SUPPORT % 14 I­ CENTIMETER. . SQUARE FEET(0,9 SQ.M.),WITH A HORIZO14TAL PROJECTION AND WIDTH OF 0 I m T_ -- NOT Lr,S THAN 36 INCHES(914 MM),71 III AREA Or THE WINDOW WELL SHALL FLOOR SUFATHING - uj 'D m () R302.10.5 TESTING. A LLOW TI I Ii ED fE RG EN C Y&S C APE AND RES CU H OPEr N IN G T 0 B R I"[I LL Y OPENED. � W_ 'm 0 0 TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH STRUT m. JRAL PANELS 0 � EXCEPTION:TIM LADDER OR STEPS REQUIRED, BYSECTIONR310.2.11SHALL ff 0 !: , "i ASTM E970. BEPERM17TEDTO ENCROACH N(YrMORE'rHAN6[,NCHE,S(152.%IM)Itlrr0l'HE REQUIRED DIMrNSIONS OF THE WINDOWWELL VOR LESS Sd 6"EDGE/12"FIELD :r - t- q R302.11 FIREBLOCKING. Ul w (N . 01 COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO R-310.2.3.1 LADDER ANDSTEPS. GREATER THAN I' 10d 6"EDGE 1 6"FIELD t- _3 � V -. ff CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFFOPENINGS WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES 't W m LU (I I I 8MM)SHALL.BE F_.QUIPPED WITH A PER MANWTTLY AFFrXED LADDER OR I- cl AND TO FORM AN EFF`ECTT%1E FIRE BARRIER BETWEEN-STORIES,AND BETWEEN DIAGONAL BOARD SHEATHING Z3 0 () %D __4 STEPS USABLE WITH THEWINDOW IN THE FULLY OPEN POSITION.LADDFRS �_ A TOP STORY AND THE ROOF SPACE. OR STEPS REQUIRED BY TInS SECTION STIALL NOT BE REQUIRED TO COMPLY INC'OR I"W' 2-8d PER SUPPORT ff% �- :3 FIREBLOCKING SILALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE WMI SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSWE WILYIII uj X 0 fa FOLLOWING LOCATIONS: OF N OT LESS THAN 12 INCHES(305 MM),SHALL PROJECT N(Yr LESS IRAN 3 I"x10"OR WIDER 3-8d PER SUPPORT cj @ d) q, 1.IN CONCEALED SPACES OF STUD WALLS AND PARITTIONS,INCLUDING INCHES(76 MM)FROM I-RE WALL AND SHALL BE SPACED NOT MORE THAN I I % co m FURRED SPACES AND PARAT J Ef ROWS OF STUDS OR STAGGERED STUDS,AS I 8 INCHES(457 MW ON CENZTU VERTICALLY FOR THE-FULL HEIGHT OF ITIE m z cz tL FOLLOWS: WINDOW WELL. 1.NAILING REQUIREMENTS ARE BASED ON WALL SHFATHTN G NAILED 6"ON-rFNTER AT THE PANEL EDGE I- � 6 w 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. R1 10-23.2 DRAINAGE IF WALL SHEATHING IS NAILED.3)"ON-CENTE2R AT THE PANEL EDGETO OBTAIN HIGHER SHEAR CAPACITIES, () ­1 WIN'DOWATILS SHALL BE DESIGNED FOR PROPER DRAINAGE BY NA TUNG REQUIREMENTS FOR STRI jCTT JRAI.MFM BER S SHALL BE DOT TR LED,OR ALTFRNAIT CONNECTORS, �_ � () CONNEMINGTO THE BUILDING'S FOUNDATION DRAIINAGESYSTEM SUCH AS SHE,AR PLATES,SHALL BE USED TO MAINTAIN THE.LOAD PATH. fu 0- cl 1.2.HORIZONTALLY ATINTERVALS NOT EXCEEDINS I 0 FEET(3048 MM). REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE M MiTOD. - EXCEPTION:A DRAINAGE SYSTF-M FOR WIN-DOW WFLLS ISNOT REQUIRED [NY)NI 109,1.1(R503.1 J)BUILDING FNIMLOPE (A 2.AT INTERCONNECTIONS BETWEEN CONCEALED V32RTICAL AND HORIZONTAL WHERE THEFOUNIDATION IS ON WELL-DR,AINED SOIL OR SMND-GRAVEL 2.WHEN WALL SHEATHING 1.9 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF BUILDING ENVEL)OPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION W- %D SPACF-SSI.'CIIASO(:CURAI."',;,�OFFITS,DROP -CEILINGS AND COVE CEILINGS. MIXTURE SOILS INACCORDANCE WITH THE UNITED SOIL CLASSIFICAIION NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I 6d NAIL PE R FOOT, N 1 102,11.2 OR N 1 101 1 A,SEC'AIONS N 1 1021.1 TI IROUGI I N I 1021-1 3,N 1 102.3.1 z N 1 102.3,2,NJ 102.4.3 ANT)NJ 102.4.5� 3.IN CONCEALED SPACES BE`17WEENSTAIR STRINGELS AT THE TOP AND S YSTEK GROUP I SOILS,AS DETAILED IN TABLE R405.1. E'XCFPTION:ITTE'FOLLOWING AINERATIONS SHALL NOTBE REQUIRED TO COMPLY wrai,rum,I?EQUiREmEws LL ' BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INC ' IL R110-14 EMEPGBKCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND TABLE,3.11(WIF-CM HIGH WIND EDITION) CHAPTER I I I RE):ENERGY EFFICIENCY: .REASED: SECTION R302.7. , PORCIIES, (140 MPH 3-SECOND GUST=120 MPH FASITST-MILE WIND SPEED(PER TABLE 10-1.2.1.3) NOIT: ISTORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. lu 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING F-MF R GEN CY ESCA PF A N'D RES(I fF OPEN US INSTA ITED I J ND ER DF,C`KS A ND 2.EXISTING CFILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PR(_)VIDFD THAT THESE __�l AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN WALL SHEATHINGATTACHMENT REQUII IREMENTS FOR WIND LOADS THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENERGY CODE")IS CAVITIES ARE FILLED WITH INSULATION. 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. ADOPTED PURSUAN'T I'D ARTICLE 1.I OF THE ENERGY LAWAI IE ENERGY(X)DE.IS SEFFORTH IN 3,CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING SHEATHING STUD SPACING STRUCTURAL SHFATIJING MAXIMUM NAIL SPACING PART 1240 OF TITLE 19 OF THE NEW YORK CODES,RULES AND REGULATION'S("PART 1240")AND IN 4.ROOF RECOVER. THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 R310.2.5 REPLACEMEN"T WINDOWS. LOCATION OR PANEL SIDING FOR 8d COMMON NAILS THL PUBLICATIONS INCORPORMED BY REITRENCE IN PAIZT 12-40.THOSE PUBLICATIONS INCLUDE, , ENS I N EIER- REQUIREMENTS. REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF (SEE NOTE 1) (INCHES.O.C.) SEE NOTE 3) (INCHES,D.C.) BUTARE NOT LIMITEDTO,THE 2020 ENERGY CONSERVATION CO,NS`]RUC`fI0N CODE OF NEW YORK 5.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED 0� NEW �� 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION ( ' DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEAI HING, IIIIS CODE,SHALL BE EXEMPT FROM THEMAXIMUM SELL MIGHT STATE(TI IE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO*'RFSIDF,.NnAL 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES RIM3,19. REQUIREMENTS OFSECTION 11310.2-2AND THE REQUIREMENTS OF SECTION E 6 BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS T14E"ECCCNYS- I-� T. 0 6.FIRERLOCKTNIG OF CORNICT-S OF A TWOTAMTLY DWELLING IS REQUIRED AT R!10.2.1,PROVIDEDTHAT ME REPLACEMENT WINDOW MEETSTHE 4'EDGE ZONE 16 TO REDUCE SOLAR HEAT GAIN PROVIDED THAT TI HE CODE DOES NOT REQUIRE THE GLAZING OR -- THE LINE OF DWELLING UNIT SEPARATION. FOLLOWING CONDITIONS: F 12(SEE NOTE 2) RESIDENTIAL PROVISIONS."CHAMR I I IS INTENDED I'D BE A RESTATEMENT OF THE ECCCNYS- FENESTRATION ASSEMBLY TO BE REPLACED. CD I' ll 1.Tfif;RUPLACINIENTWINDOW ISTIlE MANUFACIVRER'S LAROETr - - - . RESIDENTIAL PROVISIONS AND IS INCLUDED INTIIIS CODE AS A CONVEN TENCE TO 11 IE USERS OF THIS 7ALTERATIONS Wi 11C.1 I REPLACE LESS THAN FIFTY PERCENT OF IT IE LUM INAI RES WITI IIN A SPACE, ��"I, 11 STANIARD SIZE WINDOW THAT WILL FIT WITHIN 7711BEXISTING FRAME OR E 6 CODE.HOWEVER,THE LEGALLY BINDING PROVISIONS OF 714E ENERGY CODE ARE AS SET FORTH IN PROVIDED THAT SU<14 ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTLNG POWER. * - I I t �3 * R.102.1 1.1 FIREBLOCKING MATERIALS. EXISTING ROUGH OPENING.THE RrPLACFMENT WINDOW IS OFTHE SAME INTERIOR ZONE 16 1 PART 1240 ANDTHE PUB LICATIONS INCORPO RAITD B Y RITE RENCE IN PARTI 240.AND IN THE EVENT � Ly- EXCEPT AS PROVIDED INSEC7ION R.302.1 1.ITEM 4,FIREBLOCKING SHALL OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES NI 109.1.1.1(R503.1.1.1)REPLACEMENTFENESTRATION, !7 1 ) F 12 OF ANY CONFLICT BETWEEN THE PROVISIONS OF 71-FE ECCCNYS-RESIDENTIAL PROVISIONS AND ,-) I uj CONSIST OF THE FOLLOWING MATERIAI-S: FOR ANEQUAL OR GREATER'A'INDOW OPENING AREA MAN THE EXISTING I I I PROVISIONS SET FORTE IN CHAPTER I 1,THE PROVISIONS OF THE ECCC`NVYS,-RESIDENTIAL PROVps,JON, S WI JERE SOME OR ALL OFANEXISTING FENESTRATION UNITIS REPLACED WITT I A NEW FENESTRATION ,in �, ;- I Lu 1.TWO-INCH(51 MM)NOMINAL LUMBER. WINDOW, PRODUCT,INCLUDING SASH AND GLAZING,THE,REPLACEMENT FENESTRATION UNIT SHALL MEET THE ­1 . -;�, 2.IWO THICKNESSES OF I--INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN 2.THE,REPLACEMENT WINDOW IS NOT PART OF A CHANGE-OFOCCUPANCY. E=NAIL SPACING AT PANET,EDGES(IN.) WITT,CONTROL, APPLICABLE REQUIREME S FOR U-FACTOR AND SHGC AS SPECI17TE-L)TINTABLE NJ 102.1.2.WHERE MORE - 1��­ ,:�,T I j,",�­ �1_ -NT I __ (9 'TL F=NAIL SPACING ATINTERMEDIATE SUPPORTS IN THE PANEL FIELD k1N.) THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE , LAP JOIN S. R310.3 EVERGENCY ESCAPE AND RESCUE DOORS. SECTION N1 107(R501):EXISTING BUTILDINGS-0)ENERAU OF THE UTACTOR,SI IGCOR BOTI I OF ALI,REPLACEMENT FENESTRATION UNITS SI TALL BE AN' /) 49 .3.ONE THICKNESS OF 23132-INICH(18.3 MM)WOOD STRUCTURAL PANELS WITH WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND L FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS.T14E 4 FOOT EDGE ZONE ATTACHMENT JOINTS BACKED BY 2382-INTCH(18.3 MM)WOOD STRUCTURAL PANEI-S. RESCUE OPENING,IT SHALL BE A SIDIAHNGED DOOR OR A SUDER.WHERE REQUIREMENTS SHALL BE USED. N 1 10T 1(11501.1)SCOPE, ALTERNATIVE THAT CAN BE USED To SHOW COMPLIANCE. -Z FESS\O, 4�ONE THICKNESS OF 3/4-TINTCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED TEIE OPENING IS BFLONN"n IE ADJACENT GRADE,IT SHALL.BE PROVIDED WITH TH�PROVISIONS OF SECTIONS NJ 107 TffPO1 JGH N I 1 1 1 SHALL CONTROL THE ALTERATION,REPAIR, BY 314-INCH(19.1 MM)PARTICLEBOARD. AN AREA WELL. 2.TABULAm-3)12 INCH D.C.NAIL SPACING ASSUME S SHPAIIIING ATTACHFDTO STUD FRAM]ING ADDITION AND CHANGE OF OCCUPANCY OF EXISTINCi BUILDINGS AND STRUCTURES. N I 10().1.2(R503.1,2)]MATING AND COOLING SYSTEMS, ' 5.ON&RALr-INCH(12.7 MK GYPSUM BOARD. ' NEW HEATING,COOLTNG AND DUCTSYSTEMIS THAT AREPART OF THE ALTERATION SHALL COMPLY JEFFREY T, BUTLER, F.E. 6.ONF-QUARTER-TNCH(6.4 VIM)CEMENT-BASED MILLBOARD. R!10.3.1 MINIMUM DOOR OPENING SIZE. MEMBERS WITH G�:Q.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL FNYIN 1 107,1.1(R501.1.1)ADDITIONS,ALTERATION S,OR REPAIRS:GENERAL. WITT]SECTION N 1 103, � 'ITIL MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOORTHAT SERVES AS BE RED(�CED I'D 6 INCHES OX,'. ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BI JILDING SYSTEM OR PORTION EXCEPTION.WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT 7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE I THEREOF SHALL COMPLY WITHSECTION NI 109,NJ 109 OR NI I 10.UNALTERED PORTIONS OF THE 0 p APPROVED MATERIALS INSTALLED IN STICH A MANNER AS TO BESECURFLY WITH SECIION R310.2.1. SYSTrMS WITH LESS THAN 40 LINEAR FT'17(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED -I RETAINED IN PLACE. . 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED EXISTINO BIJILDTNG OR BUILDING SUPPLY SYSTFM SHALL NOTBE REQUIRED TO COMPLY TO BE TES,TFD IN ACCORDANCEV77H SECTION NJ 103,13. 0 --� 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH R310.3.2 AREA WFLI-S. FOR COMMON NAILS. NI 102.2(R402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIFFIVE), WITH TH IS CHAPTER, a '. EXCEPTION:THE EXCEPTIONS OF SECTION N I I 0 1�I OF THIS CODE SHALL APPLY. �_ � ASTM El 19 OR UL 263,FOR THE SPECIFIC.APPLICATION� AREA WELLS STIALL HAVE A WIDTH OF NOT LESSTRAN 36 INCIMS(914 MM). IN ADDITIONTOTHE REQUIREMENTS OF SECTION NI 102.1,INSULATION N 1 109.1 3(R503�1,3)SFRVT(T,HOT WATER SYSTEMS, = TI IE AREA WELL SHALL,BE SIZED TOALLOWTHE!EMERGENCY ESCAPE AND SHALL MELT THE SPECIFIC REQUIREMENT S OF SECTIONS NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION () � RESCUE DOOR TO BE FULLY OPENED. NIL022 N 1 107,2(R501.2)EXISTING BUILDING& 0) 0 R302.1 1.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. . .1 711ROUGH N I 102.2.13.N 1 102.2.1(R402.2.1)CEILINGS WITH ATTIC N`11015� (5 W, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED SPACES.WHERE SECTION R1,102,11 REQUIRES R-38 INSULATION INTHE EXCEPT'AS SPECIFIED IN THIS CHAPTER.TITIS CODE SHALL.NOT BE USED TO REQUIRE THE REMOVAL, u� IL R310.3.2.1 LADDER ANDSTEPS. ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINITT)USE AND MAINTENANCE OF,AN �_ () � 0 NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE AREA WELLS WITH A VERTICAL DEPTH GR&'CrLR TEMON 44 INCHES(I I 18 MM) CEILING,INSTALLIN G R-30 I NS ULATION OVER I 00 PERCENT OF THE CE ALING, -NJ 109AA(R503.1.4)11GHTING. C14 () IO-FOOT(3048 MM)HOR12DINTAL FIREBLOCKINO IN WALLS CONSTRUCTED SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS TABLE 3.1 0(WFCM HIGH WIND EDITION) AREA REOL1RING INSULATION SHALL SATISFY THE REQUIREMENT FOR EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME,OF ADOPTION NEW LIGHTING SYSTEMS THAT ARE PART OF THIi ALTERATION SHALL COMPLY WITH SECTION NJ 104.1, m - z It OF THIS CODE. _L j3 c14 USINGPARAILFI RO'*VSOFSTITDSORSTAGCjEREDSTIJDS. USABLE WITH THE DOOR IN WE FULLY OPEN POS,MON,LADDERS OR STEPS ROOF SHEATI[ING ATTACI-IMENT REQUIREMENTS FOR WIND LOADS R-38 INS ULATION WHEREVER THE FULL I 1EIGI IT OF UNCOMPRESSED R-30 EXCEPTION-ALTERATIONS I][AT REPLACE LESS THAN-50 PERCENT OFTHE LUMINAIRES IN A SPACE, 11.1 I - ' REQUIRED BY THIS SECTION SMALL NOT BE REQUIRIM' TO COMPLY varif I INSULATION EXTENDS OVERTHE WALLTOP PLATE ATTI-IF EAVES.WHERE PROVIDED THAT SUCH ALTE RATIONS DO NOT INCREASE THE'INSTALLED INTERIOR LIGHTING POWER. < 0) 0 () R302.11.1.2 UNFACED FTE!ERGLASS. SIX71ON R311.7.LADDERS OR RUNGS SHALL ITAVEAN INSIDE%'IDTH OF NOT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED(PER TABLE R301.2(4)A) SECTION NJ 102.1.2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING N 1 107.3(R-501.3)MAINTENANCE. a- > m �_ 0 f LESS THAN 12 INCIIES 005MM),SHALL PROJECT NOTLESS THAN 3 INCILL-S BUILDINGS AND STRUCTI TRES.AND PARTS TH M' EOF,SHALL TIE MAMAINE.D IN A SAFF, ff �_ I R-38 INSULATION OVER 100 PERCENT OF IT IE CEILING AREA REQUIRING W () Z C) to -1 UNFACED FIBERGLASS HAT'r INSULATION USED AS FIREBLOCKING SHALL FILL (76 MIM)FROM THE WAIL AND SHALL REspAr.FD NOT MORE THAN I 9 INCHES NY 1 109.2(R501.2)CHANGE IN SPACE CONDITIONING. )� THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS (45-1 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR SHEATHTNG LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING INSULATION SHALL SATISFYTHE REQUIREMENT FOR R-49 INSULATION AND SANITARY CONDITION.DEVICES AND SYSTE.%'IS THAT ARE REQUIRED BY THIS CODE A NY N ONC ON DM OW. 'D 0 R 1.0 W ENE R GY 4;P A CE,TH A T I S A I,TFR ED TO B EC OM. F,C 0 NrDTT I 0 NMD S PA C E () OR PANEL SH)ING FOR 8d COMMON NAILS SHALL BE MAINTAINED INN CONTPLIAN'CE Vffrf I THE CODE EDITION UNDER WHICH INSTALLED. M I (N z THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING.CONDUrr STAIRWELL, WIIEREVE]k THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION ' SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. 9 v I,j I (SFH NOTE 1) (INCHES.D.C.) )N THE OWNER OR THE OWNER'S AUTIJORT7T.T.)AGENT SHALL BE Rr.SPONSrB]..E FOR THE -P - w 0 OR SIMILAR OBMU(-rf(:ONS ARE ENCOUNTERED,THE INSULATION SHALL HE R-310.31.21)MAINAGE. (SEE NOTE 3) (INCHES,D.C.) EXTENDS OVER THE WALL TOP PLATE AT THE EAVES,THIS REDUCTIC I MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF THIS CHAPTER E,XCFTMONT:WHERF-.Ti-IF�SIMIJLAI ,DPF-.RFORMANCr�OTyriONINSFMONN11051SIJSFT)TOC,OMPLY W lu 0 S) 0 4 PACKED TIGHTLY AROUND THE OBSTRUCTION. I AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BYCONNECTING E 6 SHALL NOr APPLYTO THE,U-FACTOR ALTERNATIVE APPROACH IN SLCTION SHALL NOT'PROVIDE IT IE BASIS FOR REMOVAL OR ABROGATION OF ENERGY CONSERVATION, WITH THIS SP(TION.THE ANNUAL ENERGY COST OFTHE PROPOSED DES IGN IS PERMITTED TO BE I I 0 X _> n .. I ' TOI1fB BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SEC11ON 4'PERIMETER EDGE ZONE 16 F 6 N1,102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N 1 102.1,5� FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCT'LTRES. PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N 1 105.3. 1-- 1F- , .- R302.11.1.3 LOOSE,FILL INSULATION MATERIAL. R105.1 OR By AN APPROVED ALTERNATIVE METHOD. E - 6 - N I 102.2.2 M402.2.2)CEILINGS WITHOUTATTIC SPACES.WHERE SECTION I SECTIOANNI I 10(R504);IZEPAIRS: LL 0 i__ () LOOSE-FILL INSULATION'MATERIAL SHALL 140T BE USED AS A FIREBLOCK EXCEPTION:A DRAINAGE SYSTEM FOR ARFA WU1_LS IS NOT REQUIRED TNTER[OR ZONE 16 1 1 N1,102,1�2 FE.QUIRES INSULATION R-VALUES,GREATER TI JAN R-30 IN 1-1[17 fNYJ NI 107A(R501.4)COMPLIANCE. JU Z 3 UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR VVIIERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAN1D-GRAVrL I F 12(SEE NOTE 2) 1 CEILING A�-D TILE DESIGN 017 THE ROOFf CEILING ASSEMBLY DOES NOT NIII0.I(R504.00ENERAL. D 11-- (3 USETO DEMONSTRATE ITS ABILITY TO REMAV;IN PLACE AND TO RET'ARD MIX`TURE SOILS IN ACCORDANCEWITH THE UNITED SOIL CLASSIFICATION E 4 ALLOWSITTICIEN'T SPACE FOR THE REQUIRED INS(ILATI()N,TITE MINIMUM ALTERATIONS,RE,PAIRS,ADDITIONS AND CHANGES OF OCCUPANCY I'D,OR RELOCATION OF, BU I LDINGS,STRI K',TURES AND PARTS THEREOF SHALL BE REPAIRED LN COMPLIANCE wrrH SECTION w 9 I , (14 ' THE SPREAD OF FIRE AND HOT GASES. GABLE ENDWALL RAKE AND R AKETRI Mi I REQUIREDINSULATION FI-VALUE FOR SUCH ROW��TLINGJ ASSEMBLIFS EXISTING BUILDI ' xf )� d 'SYSTEM,GROUP I SOILS,AS DETAILED IN TABLER405.1. NGS AND STRUCTURES SHALL COMPLY WITIT THE PROVISIONS FOR ALTERATIONS, NI 107.3 ANT)IT 11�SECTION,WORK ON NONDAMAGID COMPONENTS NECESSARY FOR TIM REQUIRED ci - F 1 4 1 SHALL BE k-.50.INSULATION SHALL EXTEND OVER TI IF TOP OF TIM WALL REPAIRS,ADDITIONS ANT)CHANCES OF OCCUPANCY OR REL)OCATION,RM'ECITVELY,IN THE REPAIR OFDA,MAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL U) 0 f7 V 9) R310.4 BARS,GRILLES,COVERS AND SCREENS. NEWYORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(THE UNIFORM Cc)DE)THE 0 cn k) -4 v. R302A 1.2 FIREBLOCKING INTEGRITY. WHERE BARS.GRILLES,COVERS,SCREWS OR SIMILAR DEVICES ARE PLACED E=NAIL SPACING AT PANEL EDGES(IM) PLATETO rHE OUTER EDGE OF SUCH PLATE AND SRALL NOT BE COMPRESSED. NOTBE SUBJEC'UTOTHE REQUIREMENTS FOR ALTERA FIONS IN THIS CHAVI-ER.ROUTINE MAINTENANCE THE INTEGRITY OF FIREBLOCKS SIL',LL BE MAINTAINED. OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR F=NAILSPACING AT INTERMEDIATE SUPPORTS INTHE PANEL FIELD(M) TILTS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. REQ1'!IRED RY SEMION N1 107.1,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT Or,WEAR O_ 6 2 _R WINDOW WELLS,TIM MINMIUM NETCLEAR OPENING SIZF SHALL COMPLY N]102.1.2 SITAIL BE LIMITED TO 500 SQUARE FEET(46M')OR 20 PERCENT OF NI 10T5(R501.5)NEW AND REPLACEMENT MATERIALS. DUE TO NORMAL SERVICECONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS n- 6) WrrII SECTIONS R310.2.1 THROUGH R310.2.3.AND SUCH DEVICES SHALL BE THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUC'nON IN THIS SECTION. o :_3 to R�02.12 DRAFTSTOPPING. RLIJiASAULL OR REMOVABLE FROMTHI:INISIDEWITHOUTTlilz USE OF A KEY, 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF.INCLUDING 4 FEET ONEACH EXCEPT AS OTI IERWISE REQUIRED OR PE RMITTED BY THIS CODE,MATERIALS PERMITTED BY TI LE 0) � '� , IN COMBUSTIBLE CONSTRI I(TION WHERE THERE IS USABLE SPACE BOTH SIDE OF THE ROOF PEAK,THE 4 FOOT PERITMEI-ER EDGE ZONEAITACHNIENT REQUIREMENISSRALL BE USED. 'MALL NOT APPLY TO THE I-T.FACTOR,ALTERNATIVE APPROACH IN SECTION R 13 Q) , ' TOOL.SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR ' APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PER_Mrl7ED u_ __ c ABOVE AG BFLX-)W THE CONCTALED SPACE OF A FLOOR-m­LING ASSEMBLY, N1101 IA AND THE TOTAL I TA ALTERNATIVE IN SECTION N 1 102.1,5. fNYINI 1 10,2(1004.2)APPLICATION. CL () =41 _�j THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. FOR REPAIRS,PROVIDED T1[AT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. Nt Q) 2.TABULATFD 12 INCH D.C.NAILSPACING ASSUMT NI 102.2.3(R402.23)EAVF BAFTIX FOR.AIR-PER-MEA BIYANSUIAIToNs.IN VE-N,rj-^D X FOR THEPURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: :�t B i R310,5 DwEELM, ADDITIONS. WITH Ge.49.FOR FRAMINGMEMBERS WITH 0.42<0<0.49.THE NAIL SPAMM-GSSH,ALI_BE REDUCED TO 6 INCHES D.C. ATTICS,A BATTLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE )_ DRA M- TOVS SHALL BE INSTALLED SO THAT THE AREA Or THE CONCEALED --'-S SHEATHING ATTACHED TO RAFTEMITRUSS FRAMING MEMBERS HAZARDO1 IS MATERIALS SHALL NOT BE I TSED WHERE THE CODE,FOR NEW CONSTRI"TION WOT RD I.GLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME, SHALL ' SPACM DOES NOT EXCEED 1,000 SQUARE FEET(92,9 N12).DRAFTSTOPP M. WHERE,DWELLING ADDITIONS CONTAIN SLEEPING ROOM' TAIN AN OPENING EQUALOR ORE IERTHAT NOT AILOW THEIR USE IN BITILDINCiS OF SIMILAR OCCUTPANCIV,PURPOSE AND LOCATION. 2,RO017 RETAIRS. � " DIVIDE THE CONCEALEDSPACIE INTO APPROXIMAITLY EQUAL AREA&WHERE S,AN EMERGENCY VENTS.BAFFLES SHALL MAI N, x N n tu L� � ESCAPE AND RESCUE OPENING SHALL HE PROVIDED IN EACH NEW SLEEPING THESIZEOF THE VENT.TI LE BATTLE SHALL EXTEND OVER THETOP Of"11111 3.REPAIRS WHERE ONLY THE BULB,13ALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACr � I'. THEASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVEAND A CEILING ROOM,WHERE DWELLING ADDITIONS HAVE'BASEmENTS,AN EMERGENCY -1.TABULATED 6 INCH D.C.NAIL SPACING ASSUMES SI FEATHING ATTACI IED TO RAFTER/TRUSS FRAMING MEMBERS ATTIC INSULATION,THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID INYINI 107.6(R501.6)HISTORIC BUILDING. ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE T14E INSTALLED INTERIOR () � Ic MEMBRANE BELOW,DRAFT`STOPPJN`G SHALL BE PROVIDED IN FLOOR-CEILING ESCAPE'AND RESCUU OPENING SfIALL,HE PROVIDED IN MENEW BASUMIXr. WITH G>0.49,FOR FRAMING ME MBERS WrM OA2<Q<Q,49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. MATERIAL. NO PROVISIONS OF THIS CHAPTE'R I I RELATING TO THE CONSTRUCTION,REPAIR,ALTERATION. UGITHING POWER, 0 M 11,111,Q ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTAM.'ES: EXC0MONS: RESTORATION,AND CHANCE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. 4.RFPLACEMENT OF EXISTING DOORS TI TAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SI IALL 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. I.AN EMERGENCY ESCAPE,AND RESCUE OPENING IS NOT REQUIRED IN A NEW 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS N 1 102.24(R40114)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE WITH G>0.49.FOR FRAMLNGMEMBERS WITT]0.42<G i-49,11-LE NAIL SPAM. 1 TGS SHALL BE REDUCED TO 3 INC]IES D.C. CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND SECTIONNI 108(R502)-.ADDITIONS: NOT RE-QUIRE THE INSTALLATION OF A VESTIBULE,PROVIDED,HOWEVER,TRALT AN EXISTING VESTIBULE PERFORATED MEMBERS. AND RESCUE OPENING. CR AWL SPACES SHALL BE WEATRE�R-STRTPPED AND I NS ULATED TO A LEVEL THATSEPARIALTES CONDITIONED SPACE FROINITHE EXTERIOR SHALL NOTBE REMOVED, 2.AN EMERGENCY FWAPE AND RESCUE,OPENING IS NOT REQUIRED INA NEW EQUIVALENT TOTHF INSULATION ON THE SURROUNDINa SURFACES.ACCF-SS BASEMENT WHERE THERE.IS AN FMLROFN(.'Y ESCAPE AND RESCUE OPENING THAT PIENFINTS DAMAGING OR COMPRESSINGTHE INSOLATraN SHALL BE N I 108.I(R-502,1)GENERAL SECTIONN I I I I(R505):CHANGE OF OCCUPANCY OR USE: R.102.12.1 MATERIALS. IN ANrXI,MN*GBASENIEN7TIlATIS.kCC.r.SSED FROM THENEWBASIDMENT. PROVIDED'To ALL EQUIPMENT.WHERE LOOSE--FILL INSULATION IS INSTAII.F ADIXTIONSTO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM DR AFTSTOPPING MATERTAI-S S HALL BE NOT LE SS TqAN 1/2-1 NCH 0 2.71NM . A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE D, TO TI fEr PROVISIONS OF THIS CHAPITIR AS THEY RELATE TO NEW CONSTRI ICTIONTVITI TOITT REQUIRING Awmpmlk� GYPSUM BOARD.318-INCH(9�5 M?vfl WOOD STRUCTURAL PANELS OR OTHER I NY IR310.6 AMERATIONS OR REPAIRS of fAIS-nNG BASEMENTS. INSTALLED TI T.E UNALTERED PORTION OF ITTE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TH IS N I I I I�I(R505.1)GENERAL x 3 .dam APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL ALIE&ATIONS OR RETAIRS OF FXISTTNG BASEMENTS, SIIALL CONFORM WMI TO PREVENTTHE LOOSE-FILL INST TLATION FROM SPILLING INTO THE LIVING SPACES UNDERGOING A CIIANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DFMAND vmmmmw 0 CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD v EXISTING BUILDIN(33 SYSTEM ' I BE INSTALLED PARALLEL TO THE FLOOR FRAMINGMEMBERS UNLESS APPONDIX I Of THIS CODE. SPACE WIIEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL T' R EITHER rOSSIL TIML OR.ELECTRICAL ENE,RGYSHAIT COMPLY WITH THIS CT I APTER, A C3 i= OTHERWISE APPROVED BY THE BUILDING OFFICIAL THE INTEGRITY OF THE I . I PROVIDE A PER MANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE S.AN ADDITIONSTIALL BE DEEMIED TO COMPLY WITT I THIS Cl IAPTT'R DRAFISTOPS SHALL BE MAINTAINED. OF THE LOOSE-FILL INSULATION. WITERE T14E ADDITIONALONTIR CONIPLIES,NVI-IFRE T14F EXISTING BUILDING AND ADDITION COMPLY NI I 1 1.2(R505,2)GENERAL LXCEPIION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES WITH THIS CHAPTER AS A SINGLE BUILDINT0,OR NN'HFRE THE.BUILDING WITH THE ADDITION DOES ANY SPACE THAT IS CONVERTED TO A DWELLING UNIT OR PORTION THERUT FROM AN O-THER(ISE OR f 4 TO UNCONDITIONED SPACES THAT COMPLY WITH IT IE FENESTRATION NOTUSE MORE ENERGYTHANTHE EXISTING BUILDING.ADDITIONSSUALL BE IN ACCORDANCE WITH OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. REQ M, FMENTS OF TABLE NI 102.1.2 BASED ON TTIE APPITCABLF CLIMATE SECTION NI 108.1.1 OR NI 1.09,11. EXCEPTiom WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION NI 105 IS USEDTO COMPLY WITH 4 o " N I I 09A.I(R.502.1,I)PRESCRIPTIVE COMPUANCE ' ZONE SPECIFIED IN SECTION N1.101.7. ADDITIONS SHALL COMPLY WITH SECTIONS N I IOS.1.1,I THROUGH NI 108.1.1.4, THIS SECTION,THE ANNUAL ENERGY COST OF TI IE PROPOSED DESIGN IS PERMITTED TO BE I 10 PERCENT . I I H Y COST ALLOWED 13Y SECTION N- 1 105.3 1 1 -------------------__ � :