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Home My WebLink About47708-Z Town of Southold 9/15/2022 y<1 P.O.Box 1179 co z 53095 Main Rd l Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43412 Date: 9/15/2022 THIS CERTIFIES that the building BASEMENT ALTERATION Location of Property: 2100 Glenn Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/18/2022 pursuant to which Building Permit No. 47708 dated 4/20/2022 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: non-sleeping finished basement with half bathroom and non-sleeping finished storage room to existing single familX dwellin ags applied for. The certificate is issued to Mehling, Scott of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47708 7/29/2022 PLUMBERS CERTIFICATION DATED 8/16/2022 os Jimene 0u or' e Signature ( i TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE 'p 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#: 47708 Date: 4120/2022 Permission is hereby granted to: Mehling, Scott 146 Meadows St Garden City, NY 11530 To: Construct finished basement with egress window at existing single family dwelling as applied for. At premises located at: 2100 Glenn Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-2-38 Pursuant to application dated 3/18/2022 and approved by the Building Inspector. To expire on 10120/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $616.80 CO-ALTERATION TO DWELLING $50.00 Total: $666.80 Building Inspector SQ!/j�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(—)town.southold.ny.us Southold,NY 11971-0959 Q Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Scott Mehling Address: 2100 Glenn Rd city:Southold st: NY zip: 11971 Building Permit#: 4770$ Section: 78 Block: 2 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JC Sullivan License No: 36121 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: Finished Basement Inspector Signature: Date: July 29, 2022 S.Devlin-Cert Electrical Compliance Form a _ Town Hall Annex " Telephone(631)765-1802 54375 Main Road "" Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 „ ury L BUILDING DEPARTMENTLD SEP 0 Q`202 TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD :CERTIFICATION Date: I �J /V Z Building Permit No. Owner: �Co�v'v c - (Please priiint) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIu krsi e) Sworn to before me this day of 20417 i i Notary Public, County, PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 CA6151160 Qualified in Suffolk County COMPty Commission Expires August 14,2011�- { ho�aoesoulyolo -7-7 as --- * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: .r Jw DATE INSPECTOR OF so C2 �11 C2 21 oD I ZAA - * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] FREE C/O [ ] RENTAL REMARKS: �,wta�11' _-Ok DATE INSPECTOR �v l� OF SObIyO� ` # } TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] UdSULATIOWCAULKING [ ] FRAMING /STRAPPING [VrFINAL b j [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CLRE C/O [ ] RENTAL REMARKS -t, C a- _ '✓ �w DATE Yl/ INSPECTOR PERMITECH INC. KURT JACOBS, ARCHITECT 201 NORTHWEST DRIVE SUITE 8 FARMINGDALE, N.Y. 11735 TEL: (516)663-0750 FAX: (516)663-0751 June 28, 2022 ® E C F— " E Building Department JUN 3 0 2022 DD Town of Southold BUILDING DEPT. Town Hall Annex Building TOWN OF SOUTHOLD 54375 Route 25 Southold,N.Y. 11971 Attention: Michael J.Verity Re: Building Permit#47708 Basement Alteration 2100 Glenn Road Southold,N.Y. 11971 An inspection was conducted at the above-mentioned site on June 28,2022. This letter is to certify,to the best of my professional opinion,the framing, 2"closed cell spray foam insulation, egress window and well and plumbing for 2 piece bathroom at the above mentioned premises was done as per approved plans by the Town of Southold and is in compliance with The 2020 Residential Code of New York State and all applicable codes Accordingly,the aforementioned is now deemed structurally sound. Sincerely, D ARC,y� .. JA.. �F 01783% EN OF N , Kurt Jacobs,Architect SE? 0 2021 LD BUILDING DERE VVM OF"'DUTHDLD i air>• Mi Glb ^ Ul,� —��d� SFA SANIPLUSo PAGE 1 Suggested Installation (Installation proposee) 1-1/2"VENT-CONNECT TO EXISTING VENT SYSTEM C;:? (Event 1 1/2 po-Raccorder ou syst6me d'aeration existant) 3/4"or I"DISCHARGE (Tuyau de vidange ; ;� t/4"-11 GRAVITY FALL de 3/4 ou 1 po) ; ; (Gravite 114 po-1 ftt) i I I 1 _____ ________________J— a_________ 1i . T Y •'� ` 1 1 1 1 t l i t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 t 1 1 1 C::D Ar (40 po) i i ": ' it 1 1 1 1 GFCI' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 II 1 1 1 I i 1 1 1 1 , 1 1 BALL ' BATHTUB VALVE, , 1 (Baignoire) 1 1/2"DRAIN 2"X 8"(2"X 6"min) (Tuyau de 1 1/2 po) [2 po X 8 po(2 po X 6po min)],' _ ____ 2"DRAIN (Tuyau de 2 po)/'' 1� 1/4"-V 'RECEPTACLE SHOULD BE 40"(1 m)AWAY FROM BATH OR SHOWER. GRAVITY FALL GROUND FAULT PROTECTED (Gravit6 (*Prise 6 disioncteur 6 une distance de 1 m&e(40 p/o)de to 13oignoire 1/4 po-1 inch) ou de la douche.Protection contre les d6fouts de terre.) Rough-In (Round Bowl) Optional extension pipe for location (Mise en place des canalisations of the macerator behind a wall et supports d'appareils) (Prolongateur en option pour la mise en place d'un appareil derriere un mur) 173/4• 1173/4"1 SIDE VIFW SIDE`v1FW (VUE .ATEIZALE) a (VUE LATERALE) 1a POI Fri S - _ n w1 g O, 2• O Z. '�bilel Boa tkks IGau d•boulm.d,b b�Wle) i. 9061a w on accesm 'E,iensio"P'P•.s_1a66 R_7") y 'M extension i/Y _ pf+t�pe (271/2 po) — NOW*.tthe bibt molt be raised by 318 n� s atnva-px n used.) 1-Probng �r dirponihls, 161/2Miiar.un (•Probngateur disponible sw darrcvs -^sai'<x x•e`xx wr d—.,.del Pe n m—d.16 1/2 p"1 6 WC doit etre.,6"de 3/8 for FIELD TION REPORT DATE COMMENTS b FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) z G H ROUGH FRAMING& PLUMBING N ^� VMV Z v Z� C-01 0000,- S r INSULATION PER N.Y. H STATE ENERGY CODE vn�J s. 6 64An LOW RA, v FINAL ADDITIONAL COMMENTS 77rL,� L O .002 H Wz H x - e b y o�oat,r000 TOWN OF SOUTHOLD—BUILDING DEPARTMENT H� y2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o• �aol� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.aov +1F Date Received APPLICATION FOR BUILDING PERMIT EC For Office Use Only g� MAR 1 $ 2022 PERMIT NO. U Building Inspector: BUILDING DEPT L® Applications a.nd'forms must be filled out ih.their Lahtirety..Incornplete,: ,'.. . -roWt4 of SOUTHO applications will not be accepted. Wh6rq the Applicant it'not'the,oWner,an. ..Owner's:Authorization form(Page 2)shall be completed: Date: OWNERS)OF-'PROPERTY Name: SCTM# 1000- 5 I-t 0 -2 Project Address: f Phone#: Email: Mailing Address:. ,CONTA-T PERSON: Name: pW I� Mailing Address: Phone#: -15- _— --- --- Email: ,DESIGN PROFESSIONAL INFORIVIATION: Name:^ Mailing Address: 20 t dr—7l! w�3► 021 vu fy4 06 e-c 7 3 Phone#:.. ��.s.. Email:. _.e'er^,,4-t(.17_. INF RMA'ON CONTR]4CTO.R O 1 Name: Lou%S pKe-Wl Cps?QQ,`>vi, C001s(tsicri-04t)oa�-�� Mailing Address: 38ov`��®�� A*.Xid W�M►� �_�1__qS V 11610— ._ �..—__.__ __-._,.___.____..._._.__ Phone#: 61(o — Z.qZ—6$00 Email: CliNppeu.i(ono 5T12vo?)o,J� ,.1+11-cc 'DESCRIPTION.OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition rVAlteration ❑Repair ❑Demolition Estim ted Cost of Project: ❑Other Will the lot be re-graded? ❑Yes CgNo Will excess fill be removed from premises? ❑Yes KNo 1 ' PROPERTY'INFORMATION Existing use of property: v,I-Lr Intended use of property: o ae- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Check B'ox"After Reading: The owner/contractor/design professional is responsible for all drainage.and storm water issues as provided by Chapter 236 of the Town'Codec.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,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable,laws,ordinances,building,code, . housing code and regulations and to admit authorized inspectors on premises and'in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State,PenaLLaw.• b Application S umitted By_(print name): ❑Ated Agent w uhorizAgwrier _ _ - - -mo o m---4 _ Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF , �� 1`l��`� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (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 day of \ ' �l I G� . 20 ZZ — WbWiWe of New York 140.01BA6363929 Qualffled In Nassau County My commission expires sept.., j PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �S�FFO[ U tall DING DEPARTMENT- Electrical Inspector JUN � ; 9877 TOWN OF SOUTHOLD, � To Annex- 54375 Main Road - PO Box 1179 CIO ' r^BUILDING DEPT Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerre-southoldtownny.gov - seande-southoldtownny.gov_ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I Z� Company Name: 2-C, -SU W(VP*4 iw Electrician's Name: U 0'1'-C=, j A-Q License No.: S(o 12-I M e, Elec. email: "Z'Cz U `vAw 42.G 1 0 cu Elec. Phone No: J 1(o (® �g -'Z $p yl request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Z.�oO C-► � Cross Street: Phone No.: S k(D 37-2-- 12 Ic5 Bldg.Permit#: /4-110$ email: CAPPeLi-1 Cor05Z4vC j Ion) iqp� Tax Map District: 1000 Section: 7 Block: A Lot: De BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 11,6Sd Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO [P Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES � NO Issued On Temp Information: (All information required) Service Size Ph 3 Ph A # Meters Old Meter# F1 New Servic ' e econnect❑Flood Reconnect❑Service Reconnect[:]Underground❑Overhead # Underground Laterals 1 2 n H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 47� � d dP � �' IkN' ll�t"II silt umbo � I workene CERTIFICATE OF INSURANCE COVERAGE aT compensatton DISABILITY AND PAID FAMILY LEAVE Bea BENEFITS LAW FPfART 1. To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent that Carrier 1a. Legal Name and Address of Insured (use street address only) 1b. Business Telephone Number of Insured CAPPELLI CONSTRUCTION CORP 516-292-5800 380 DOGWOOD AVENUE FRANKLIN SQ, NY 11010 1 c. Federal Employer Identification Number of Insured or Social Security Number 11 3494542 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e., a Wrap-Up Policy) 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) The Guardian Life Insurance Company of America TOWN OF SOUTHOLD 54375 MAIN ROAD 3b. Policy Number of entity listed in box"1 a" PO BOX 1179 00015087 0001 SOUTHOLD, NY 11971 3c. Policy effective period: 10/01/21 to 10/01/22 4. Policy provides the following benefits: ®A. Both disability and paid family leave benefits. ❑ B. Disability benefits only. ❑ C. Paid family leave benefits only. 5. Policy covers: ®A. All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B. Only the following class or classes or 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. Date Signed: 03/15/2022 By: vvo�.— Raymond J. Marra (Signature o insurance carriks authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number: 1-888-278-4542 Title: Senior Vice President, Group and Worksite Markets 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"4b,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, DB Plans Acceptance Unit,PO Box 5200,Birmingham,NY 13902-5200. PART 2. To be completed by NYS Workers' Compensation Board (Only if box 114c or 5b"of Part 1 has been checked DB120.1 (10/17) CAPPCON-03 TZUBIZARRETA1 ,aco�zo� CERTIFICATE OF LIABILITY INSURANCE DAT 3//16/216/202222 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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). PRODUCER License#BR-767175 N E:CONTACT Justin Hayes Plainview,NY-Hub International Northeast Limited PHONE FAX 55 West Ames Court Suite 400 (A/C,No,Ext): (A/C,No): Plainview,NY 11803 E-MAIL FS,justin.hayes a@hubinternational.com INSURERS AFFORDING COVERAGE NAIC# INSURER A-.Southwest Marine&General Insurance Company 12294 INSURED INSURER B: Cappelli Construction Corp. INSURER C: 380 Dogwood Avenue INSURER D: Franklin Square,NY 11010 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD D IDD/YYYY M/DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE [X]OCCUR GL2021 RLH00429 9/27/2021 9/27/2022 DAMAGE TO RENTED 100,000 PREMISES a occurrence) $ MED EXP(Any oneperson) $ 6,000 PERSONAL&ADV INJURY $ 1'000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICYFAI jE O LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per.cadent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ST T TEl ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate is evidence of insurance for the named insured.Subject to policy terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Townof Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Main Road ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 Southold,NY 11971 AUTHORIZED.REPRESENTATIVE I I &'Q�5v" ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D. •,T NJ "^^^^" 113494542 THE B&G GROUP,A DIVISION OF HUB INTERNATIONAL LIMITED .. 55 W AMES CT STE 400 PLAINVIEW NY 11803 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CAPPELLI CONSTRUCTION CORP. TOWN OF SOUTHOLD 380 DOGWOOD AVE 54375 MAIN ROAD FRANKLIN SQUARE NY 11010 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2303 322-8 599230 09/27/2021 TO 09/27/2022 3/16/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2303 322-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT.OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT LOUIS CAPPELLI CAPPELLI CONSTRUCTION CORP. (A ONE-PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:966691815 U-26.3 ,f,�,• W, . +, .. "'�+vl�F uit� v V y1 y'�'r► - '4vi,9y SYR '_'wM� i 1 �c141111 � Suffolk County Dept. of Labor, Licensing & Consumer Affairs HOME IMPROVEMENT LICENSE Name LOUIS J CAPPELLI Business Name This certifies that the )earer is duly Iicersed GAPC'FI.L i CONST Ftl'' >y the County of suffoik License Number: H- _ Rosalie Drago issued: 05/14/199 Comm;ssiI Expires: 05/01/21 23 RIM t"� ' ` � is y'F ! i .. � •, ` � n `��.yr, •1N {moi" ,�n,t `w'�1.Stu 1;:. � v u � .�� - �I�1��•yy � �� >��'AIF�r yr 1y�,� �� ,{IYS�SdV ��_� 4 .f a� SURVEY OF: LOT No. 21 AS SHOWN ON MAP OF WEST CREEK ESTATES FILED: AUGUST 19. 1963: FILE No. 3848 TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-78-2-38 SCALE: 1"=40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. � READ GLEN 6-0 X000,00"E � 100.00 tp 0 A 2070.57' 0 �N0N \ 21.2 H 2 30.0' Ism B.B m Tn pa 26.6' STORY p N FIL RIES 0 CA 0 L4 LOT 22 Iu 17S CE O p 198 m WOOD 07 p Z DECK `p 3 p m N N LOT 20 � W p 0 BRICK O O PATIO "O PILE PILE �p c' X015 Fi C IT NW`''- IEs� LIRAOTHORM ALTERATION OR AMMON TO THIS STEM IS A VIOLATION OF BECKON 7208 OF THE NEW Y=STATE MLEATTON LAN. COPIES OF THIS MMU NAP NOT BF.SM THE LANG SIRVEYORS OITHD m mmsm SEAL"LL NOT BE CRmmm m TO BE A VALID TRIE COPY. _ OLIARANTEEB OR CUMFICATMNS DMICATED HAW!SHALL RUN @LY TO TM PERSON FOR WHOM THE%RVEY 18 PREPARED.AND ON FOB MW TO THF TITLE COMPANY.GOVEAlOIINTAL AGO=AND LEMM IWTIfll= LISTEN HOOK AND TO THE ASS If TIE Loam OBRIOTIDN. SURVEYED B Y: GUARANTEES ON C8tTF 1T10NS ARE NOT TRAI$F61AE E TO AMITmRL D'6TRDIIRS OR SUBSEMOU OIiff& FRANK BARYLSKI LAND SURVEYING CERTIFIED TO: RIVERHEAD. NY 11901 CASTELFORTE. LLC PHONE 631-727-1F30 FIDELITY NATIONAL TITLE FAX 631-284-3697 INSURANCE SERVICES. LLC. APRIL 15. 2016 FB 1400 APPROVED AS DOTED OCCUPANCY OY DATE: -020.0�o28.P.� Ddy USE i 1S UNLA AUL FEE -w BY: f NOTIFY BUILDING DEPARTMENT AT " v1THOUT CERTiF1C FOLLOWING 765-1802 8 NSP INSPECTIONS:TO 4 PM FOR THE OF OCCUPANCY CY (�A�� 1. FOUNDATION - TWO REQUIRED 1 (f (, ��C i FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE NEW YORK STATF F, "A"N CODES REQUIREMENTS OF THE CODES OF NEW AS REQUIREIP ,_ilTI0NS pO •v or a Oen p4 .v nv ° `7 Q �Q •v - Va V YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ��~�! o G2401.6 (304,6) Outdoor combustion air. p Outdoor combustion air shall be provided through SOUTHOLDTOWN PLANNING Boy EXISTING l3) 2X10 GIRDER W/ COLUMNS _ ° openings) to the outdoors in accordance with SOUMI TO";"'d TRUS T E-S -------------------------------------- Section_�_ -- G2401.6.1 or 62401.6.2. The mfninum dimension REMOVE EXISTING COLUMN °.' of air openings shall be not less than 3 inches (16 mm). N.Y.S.DEC INSTALL NEW 1/2 X 13" 5T PLATE ,a XI Tllx Cz TO EACH 51DE OF B1=AM _ FE_ a 1L1 0�D OF 15 o °p 1 1 1 1 1 1 WALL CONSTRUCTION v D° (2) 2"X4" TOP PLATES o „ „ „ BOIL R/UTILTY p4 2X4 STUDS ID lb" O.G. 211x4" P.T. BOTTOM PLATE IB 45EMENT ROOM - o CERTIFICATION 2" CLOSED CELL PLUMBER CERTiFICATIO D o INSUL R-14 COOKING 4 - E [STING FLOOR R JOIST 8310.1.1 Minimum opening area. All emergency escape and rescue ON LEAD CONTENT BEF�_ 1/2" GYP, BD. T45 FIRE RETARD WALLS 4 CEILING OF SLEEPING PROHIBITED III II II II openings CERTIFICATE Or OCCti/i': X 5'-13i� BOILER ROOM W/ 5/8 TYPE X shall have a minimum net clear o enfn of 5.1 square feet X GYP. BD. T45 AS RI~Q'D OR p g q �. : rr p (0,530 m2). SOLDER USED AS PER MANUFACTURES SPECIFICATIONS SUPPLY SYSTE114 L-,.!" EXISTING (3) 2X10 GIRDER W/ COLUMNS OF HEATING EQUIPMENT WHICHEVER REQUIREC Im 0 (X Q Exception: Grade floor openings shall have a minimum net EXCEED 2/10 OF 3/4 NR FPSC DOOR uI 0 — Ul clear opening of 5 square feet (0.465 m2). V r z 0 8310.2 Window wells. The minimum horizontal area of the window w _ ?o well shall be S square feet (0.84 m2), with a minimum horizontal LL projection and width of 36 inches (1314 mm), The area of the window well shall allow the emergency escape and rescue il SHEET CK 5,-0 opening to be fully opened. `a UNjDDEER51 - BATH — TAIR ----- -- EXISTING CONC. SLAB r_ ® Exception: The ladder or steps required by Section 8310.2.1 I°'t..1''T"-�"'".�'"�""'"''"�'�"�%"•`��"�>�`"" " 50 CFM a E,GfRESS WINDOW DETAIL shall be permitted to encroach a maximum of 6 inches (152 mm) STORAGE ----- PROVIDE CHECK VALVE into the required dimensions of the window well, p OR EJECTOR PUMP ----- -- EXISTING FOR BATHROOM 8310.2.1 Ladder and steps. Window wells with a vertical depth STAIR 2`- " x -8'I greater than 44 inches (1118 mm)shall be equipped with a permanently affixed ladder or steps usable with the windowin the fully open position. Ladders or Steps required by this P p section shall not be requiredto comply with Sectfons R311.5 and 8311.6. Ladders or rungs shall v have an Inside width ofat least 12 inches (305 mm), shall project at least 3 inches (16 1 mm) from the wall and shall bespaced not more than 18 inches (451 mm) on center vertically for I 1 I I 0 -------- ----- c- --------------- __ ___ ------------------ WellcrartEgreaaWindowWell the full het ht of the window Well. ________ _______________`_-____'-____'--_______ ____________________ -= PREFAeEGRESSWELL g EXISTING (3) 2X10 GIRDER W/ COLUMNS TO BE INSTALLED AS PER p ° MANUFACTURERS SPECS 4 RCNYS ° O p X O w Speciflcatlons p z a D Depth:31.5"(From exterior wall to etepledder) Q ' 4d) `" Width:49"(at widest point of wall attachment)) m j ' Square Footage: 9,29 Sq. F!. X -8 Z I' X 6'-811 � w o• d ° p �a o° p,4 CLOS --` 3,-I hI �a " GLOB D 1, N r N p 4 p EXISTING v 4 ELECTR'C PANEL o° va 'p a p• Fa �' � a , o, oa ,� C a FIN15HE C) 15,46EMENT FLAN PLANS COMPLY WITH 2020 RCNYS 8303 (LIGHT 4 VENTILATION) 8311 (MEANS OF EGRESS) 8303.1 Habitable Rooms Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. Natural ventilation shall be through windows, skyllghts, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readfly controllable by the building occupants. The openable area to the outdoors shall be not less than 4 percent of the floor area being ventilated. Exceptions: The glazed areas need not be openable where the opening is not required by Section 8310 and a whole-house mechanical ventilation system is installed in accordance with Section M1505. The glazed areas need not be installed in rooms where Exception I is satisfied and artificial Ifght is provided that 15 capable of proclucfng an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches (162 mm) above the floor level. 8303.3 Bathrooms Bathrooms, water closet compartments and other similar rooms shall be provided with aggregate glazing area in windows of not less than 3 square feet (0.3 m2), one-half of which shall be openable. Exception: The glazed areas shall not be required where artificial light and a local exhaust system are provided. The minimum local exhaust rates shall be determined in accordance with Section M1505. Exhaust air from the space shall be exhausted directly to the outdoors. MAR 1 S 71199 BUILDING DEPT. TOWN OF SOUTHOLD 5' EAGLE DRAFTING 4 CONSULTING, INC, 618 2ND PLACE ED CONSTRUCT GARDEN CITY SOUTH, NEW YORK 11530 �gS�'� FINISHED B48EMENT PLANS COMPLY WiTH 516-489-98131 �, o n 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE KURT JACOBS ARCHITECT NFPA STANDARD "THE NATIONAL ELECTRIC CODE" 201 NORTHWEST DRIVE �., MEHLING RESIDENCE SUITE a AND AWC WFCM-2015 FARMINGDALE, NEW YORK 11135 tl�� ' 2100 GLENN ROAD 2020 RESIDENTIAL COr:)E OF NEW YORK STATE 516-663-0150 SOUTHHOLD N.Y. 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE I,KURT JACOBS R.A.,LICENSE NO.011831,CERTIFY THAT I AM A -0- t REGISTE?2ED ARCHITECT,DULY LICENSED TO PRACTICE IN THE STATE RATING MUST BE DONE BY A CERTIFIED HOME ENERGY RATER. OF NEW YORK AND THAT I AM FeEGULARLY ENSASED IN THE PRACTICE NOT VALID UNLESS$ISNED CONTRACTOR OR BUILDER SHALL FOLLOW THE CERTIFIED HOME ENERGY RATER RePORT, OF ARCHITECTJRE. I CERTIFY THAT THE DRAW'NSS SUF MITTED UNDER SCALE DATE: DRAWN BY: ARCHITECT IS NOT RESPONSIBLE FOR THIS. MY PROFESSIONAL STAMP HAVE SEEN PREPARED UN`JER MY DIRECT SWEET NO. A 1 ARCHITECT�ISNOT RESPONSIBLE FOR THE DESIGN OF HEATING 4 AIR CONDITIONING SUPERVIgICN IN ACCORDANCE WTH THE REQU'R£MENTS CF ARTICLE 14l THE DESIGNLL MCHANiCAL SYSTEMS ARE THE RESPONSIBILITY OF THE INSTALLERS THIS 15 THE RESPONSIBILITY OF THE HOMEOWNER 4 BUILDER OF THE NEW YORK STATE EDUCATION LAW. a - STRAPPING CONNECTING RAFTERS TO TOP PLATES TO STUDS: ENERGY CONSERVATION CODE: GENERAL NOTES USE H2A, H7Z OR EQUIVALENT, ANY OTHER STRAPPING, NOT CONNECTING ALL PLANS MUST BE RE�vIEWED BY A NEW YORK STATE Code Enforcement Offlctale, pursuant to BUILDING CODE NOTES ENERGY CONSERVATION NOTES: Title IS NYCRR, Parts 4$ O 4 and 1208, THE FOLLOWING ARE EXCERPTS FRM THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THE THREE STRUCTURAL MEh1BER5 TOGETHER, FOR THIS APf�LIGATION, CHAPTER 1: SCOPE AND ADMINISTRATION: IS NOT ACCEPTABLE R 104 INSPECTIONS: 1. NO CONSTRUCTION Of@ DEMOLITION WORD TO COMMENCE BEFORE BUILDING DEPARTMENT HAVING TABLE R301.2(j)8104,4 APPROVED INSPECTION AGENCIES. THE COD$ OFFICIAL IS AUTHORIZED TO ACCEPT JURISDICTION ISSUES A 1BUILDING PERMIT. CLIMATE AND GEOGRAPHICAL DESIGN CRITERIA ° REPORTS OF THIRD PARTY INSPI?CTION AGENCIES NOT AFFILIATED WITH THE BUILDING 2, THE DESIGNER HAS NOT BEEN RETAINED FOR ANY CONSTRUCTION REVIEW AND/OR INSPECTIONS. ° °> ° DESIGN OR CONSTRUCTION, PROVIDED SUCH AGENCIES ARE APPROVED AS TO HIS RESPONSIBILITY IS LIMITED TO THE CONTENTS OF THE PLANS ONLY, WIND aEsl N SUBJECT ro DAMAGE FROM ° QUALIFICATIONS AND RELIABILITY RELEVANT TO THE BUILDING COMPONENTS AND SYSTEMS GROUND SEISMIC CE SLArM _ B 3, THIS PROJECT MUST COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,THE 2020 WINTER FLOOD A'R MEAN J1 SNOW SFEE=D TOPOGRAPHICAL SPECIAL WIND BOURNE DESIGN � JNDERLAVMENT THEY ARE INSPECTING, ENERGY CONSERVATION CODE OF NEW YORK STATE, LOAD CATEGOR- WEATHF FROST ON-F DESIGN HAZARDS FREEZ'NG ANNUAL ® R 106 REFERENCED STANDARDS: THE 2015 WOOD FRAME CONSTRUCTION MANUAL, 4 THE NATIONAL ELECTRIC CODE, AND ALL (MPH) EFFECTS RE'ON DEBRIS -kING TERMITE DEATH TEMP. REQUIR p NDEX TEMP 8106.2 APPLICATION OF REFERENCES. REFERENCES TO CHAPTER OR 5EGTION NUMBERS, AUTHORITIES HAVING JU t RISDICTION, 20 PSF 30 No c OR TO PROVISIONS NOT SPECIFICALLY IDENTIFIED BY NUMBER, SHALL BE CONSTRUED TO 4, THE CONTRACTOR 54,ALL OBTAIN AND ARRANGE FOR ALL i$EQUIRED PERMITS, INSPECTIONS, No as PER SEYEfp=- M_H 3'O" 5 F YES 9 11/09 440 561,5 ARCHITECT •:'+'t :¢;: H10S REFER TO SUCH CHAPTER, SECTION CR PROVISION OF THIS CODE. CE5TIFICATE5,TEST ANp SURVEYS. jD CHAPTER 4: RESIDENTIAL ENERG r EFFICIENCY: 5, THE CONTRACTOR SµALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING R301,2.1-I DESIGN CRITERIA: APRA LOCATED WHERE WIND SPEEDS EQUAL OR B_XCEED 12C MILES PER HOUR. DESIGN CRITERIA BASED ON AMERICAN POs.r" s 8401 GENERAL; CONSTRUCTION AND SHALL NOTIFY DESIGNER OF ANY AMBIGUITIES FOREST AND PAPE2 ASSOCIATION(AF4PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLING(WPCM). 4•^/� R401.2 COMPLIANCE. PROJECTS E;HALL COMPLY WITH CNE OF THE FOLLOWING OR DISCREPANCIES BEFORE PROCEEDING WITH THE WORK, IF ANY QUESTIONS AiVISE BEFORE OR HURRICANE CLIP 1. SECTIONS R401 THROUGH R404• DURING CONSTRUCTION AS TO THE INTENT OR DETAIL OF THE DRAWINGS, TABLE R3ot.5 TABLE 8301.1 SIMPSON STRONG TIE-ABII-44 HURRICANE CLIP H10S 2. SECTION R4C5 AND THE PROVISIONS OF °ECTIONS R401 THROUGH R404 LABELED THE CONTRACTOR SHALL CALL THE DESIGNER FOR CLARIFICATION AND/OR INSTRUCTIONS. IF THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOwASLE DEFLECTION of STRUCTJRAL MEMBERS FOR OFl`_S_ET STUD SIMPSON STRONG "MANDATORY," CONTRACTOR FAILS TO FOLLOW THE FOLLOWING PROCEDURE, 1.1E SHALL (IN POUNDS PER SQUARE FOOT) SIMP50N STRONG TiE - H2A STUD TO BILL PLATE 3. AN ENERGY RATING INDEX (ERI)APPROACH IN SECTION R406 ASSUME THE RESPONSIMILITY FOR THE CONSEQUENCES OF HIS ,ACTIONS AND/OR DECISIONS. USE LIVE LOAD STRUCTURAL MEMBEa2 ALLGWABLE TiE - 44-iZ 6, CONTRACTOR IS REQUIRED TO PROVIDE HOMEOWNER WITH ALL REQUIRED LICENSES, INSURANCE DEFLECTION (TO BE INSTALLED ON ALL RAFTERS) SIMPSON STRONG TIE SP4 8402 BUILDING THERMAL ENVELOPE: uN1NHABl?ABLE ATTICS wrcHouT STORAGE 10 8402.1 GENERAL (PRESCRIPTIVE), THE]BUILDING THEP,MAL ENVELOPE SHALL MEET THE RAFTERS CEILING SLOPES GREATER THANkAFT 3/12 WITH L/180 CERTIFICATES AND COVERAGES, UN'NHABI?ABLE ATTICS WITH LIMITED STORAGE 20 FINISHED CEILING NOT ATTACHED TO F2AFTERS REQUIREMENTS OF SECTIONS 8402.1,1 THROUGH R402.1,5 1. CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS T SAFE61JARD THE HABITABLE ATTICS AND SEfpVED BY STAIRS 30 INTERIOR WALLS AND PARTITIONS H/180 a 8402,1,2 INSULATION AND FENESTRATION CRITERIA. THE BUILDING THERMAL ENVELOPE RESIDENCE AND ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION, SHALL MEET THE REQUIREMENTS OF TABLE 402,1.2, BASED ON THE CLIMATE ZONE 8. CONTRACTOR TO FOLLOW ALL MANUFACTURES SPECS FOR INSTALLATION OF EQUIPMENT, EXTERIOR BALCONIES e DECKS 40 FLOORS L/360 SPECIFIED IN CHAPTER B. PRODUCTS AND SYSTEM EQUIPMENT. FIRE ESCAPES 40 CEILINGS W/BF21ITLE FINISH(PLASTER e STUGGO) L/360 _ 8402.4 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE S. THE OWNER SHALL ARRANGE FOR THE SUPERVISION OF THE CONSTRUCTICN TO INSURE GUArzDRAILs AND HANDRAILS zoo CEILINGS w/FEwBLE FINISH(GYPSUM BOARD) L/240 ----� CONSTRUCTED TO LIMIT THE AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF COMPLIANCE WITH THE CONTRACT DOCUMENTS, V E SECTION 8402,4,4 THROUGH 8402.4,4. GUARDRAILS INFILL COMPONENTS 50 ALL OTHER STRUCTURAL MEMBERS L/240 I 10. NO DRAWING SHALL BE SCALED: USE WRITTEN DIMENSIONS ONLY. 8402,4,1,2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS 11, ALL LUMBER FOR J01575 AND RAFTERS SHALL BE DOUG-FIR 02 HAVING A MIN. REPE?ITIVE FIBER PA53ENGER VEH'cLE GARAGES 5o EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 HAVING AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE STRESSES OF 850 P.S.I. MARKED PRIOR TO DELIVERY TO THE JOB ROOMS OTHER THAN SLEEPING ROOMS 40 EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH H/240 ZONES I AND 11, AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. SITE, AND A MIN. BEARING OF 4" (UNLESS OTHERWISE NOTED), SLEEPING ROOMS 30 5x158108 WALLS-WIND LOADS WITH KLExIBLE FIN sHES H/120 8403 SYSTEMS: 12, ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RCNYS CHAPTERS STAIRS 40 LINTELS SUPPORTING MASONRY WALLS L/600 8403,1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR 34-43 AND ALL APPLICABLE CODES FLOOR JOIST BRIDGING EACH SEPARATE HEATING AND COOLING SYSTEM. 13. UNDERWRITERS CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO OWNER UPON COMPLETION 8403.3,1 INSULATION (PRESCRIPTIVE), SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE OF ALL ELECTRIC WORK, HIP RAFTER FACT~ MOUNT JOIST I�ANG�R INSULATED TO A MINIMUM OF R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 14, ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RCNY5 CHAPTERS NAILING SCHEDULE SIMPSON STRONG TIE TB2_7 WHERE LESS THAN 3 INCHES iN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER 25-32 AND ALL APPLICABLE LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS, JOIST DESCRIPTION NUMBER of COMMON NAILS NUMBER OF BOX NAILS NAIL 6F'ACING REMARKS SiMPSON STRONG TIE - LS-i0 SIMPSON STRONG TiE - LUS25 PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES 15, ALL AREAS WITHIN BATHROOM TO BE 1/2" WATER RESISTANT GYPSUM BOARD, BATHTUB,SHOWER ROOF FRAMING IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES IN DIAMETER. FLOORS 4 WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS 4 IN SHOWER 8404 ELECTRICAL POWER AND LIGHTING SYSTEMS: COMPARTMENTS SHALL BE FINISHED WITH NONABSORBANT MATERIAL AS PER R301.2 OF RCNYS RAFTER To TOP PLATE(roE NAILED) 3-ed 3-Iod PER RAFTER WALL HOEDOWN ANCHOR R404,1 LIGHTING EQUIPMENT (MANDATORY), NOT LESS THAN 15 PERCENT OF THE LAMPS 16. INSULATE ALL PIPING AND DUCT WORK IN ATTIC AND CRAWL SPACES WITH I" INSULATION ON ALL CEILING JOIST To roP PLATE TOE NAILED) 3-ed 3-!061 PER J016T IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT DUCTS AND 1 1/2" INSULATION ON ALL PIPING: CE'LING JOIST TO PARALLEL RAFTER:(=AGED NAILED) s-16d 5-40d EA CN LAP TO MASONRY moi LESS THAN 15 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL 3/4" INSULATION ON ALL, WATER SERVICE SUPPLY PIPING, CE LING JOIST LAPS OVER PARTITION(FACED NAILED) 5-1661 5-40d EACH—LAI -rT - CONTAIN CONTAIN ONLY HIGH-EFFICACY LAMPS, 11, CAULK AND FINISH ALL WINDOWS AND DOORS AS REQUIRED, COLLAR TIE To RAFTER(FACED NAILED) 3-ed 3-Iod PER TIE e 8406 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE: 18, INSTALL METAL FLASHING AROUND ALL ROOF AND WALL PENETRATIONS, BLOCKING TO RAFTER(TOE NAILED) 2-ed 2-I06 EACH END SiMPSON STRONG TIE - HPAHD o R406,6.2 COMPLIANCE REPORT. COMPLIANCE SOFTWARE TOOLS SHALL GENERATE A 19, PROVIDE AND INSTALL ALL MOLDINGS,51-LS, STOOLS, AND TRIM AROUND ALL WINDOWS AND RIM BOARD To RAFTER(END NAILED) 2-1661 3-16d EACH END o REPORT THAT DOCUMENTS THAT THE ERI OF THE RATED DESIGN COMPLIES WITH SECTIONS DOORS AS REQUIRED. WALL FRAMING 0 8406,3 AND 8406.4. THE COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING 20, ALL COLORS AND FINISHES ETC. ARE TO BE SELECTED BY OWNER. TOP PLATS TO TOP PLATE(FACE NAILED) 2-16d 2-I6d PER#COT INFORMATION: 21, ALL WINDOWS AS SELECTED BY OWNER SHALL HAVE HIGH PERFORMANCE INSULATED GLASS AND TOP F-LAT55 AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d Jot' -EACH sIDE h ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING. CONFORM TO PART 8308 OF RCNYS. STUD To STUD(FACE NAILED) z-16d 2-1661 261"cJ.c, 2. AN INSPECTION CHECKLIST DOCUMENTING THE BUILDING COMPONENT 22, ALL WINDOWS THAT SERVE AS EMERGENCY EGRESS 5HALL HAVE A MINIMUM OPENING AREA OF HEADER TO HEADER(FACE NAILED) Ibd bd 6"O.C.ALONG EDGES CHARACTERISTICS OF THE RATED DESIGN, THE INSPECTION CHECKLIST SHALL SHOW 5,1 5F ON SECOND FLOOR 4 GRADE FLOOR OPENINGS TOP OR BOTTOM PLATE TO STUD TEND NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER ST1:D `1 RESULTS FOR BOTH THE ERI REFERENCE DESIGN AND THE RATED DESIGN,AND SHALL SHALL HAVE A MINIMUM OPENING AREA OF 5.0 SF 4 SHALL COMPLY WITH PART 8311 OF RCNYS. BOTTOM PI-ATE To FLOOR JOIST BAND JOIST,END JOIST DOCUMENT ALL INPUTS ENTERED SY THE USER NECESSARY TO REPRODUCE THE 23. ALL WINDOWS LOCATED IN THE WIND BOURNE DEBRIS ZONE SHALL HAVE ALL GLAZED OPENINGS BLOCKING(FACE NAILED? 2-I6d 2-I6d PER X001 RIDGESTRAPPING RESULTS. PROTECTED FROM WIND BOURNE DEBRIS. GLAZED FLOOR FRAMING ` B. NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT, OPENING PROTECTION 1`OR WIND-BOURNE DEBRIS SHALL MEET THE REQUIREMENT OF THE LARGE JOIST TO SILL PLATE(TOE NAILED) 4-ed 4-1061 PER JCI6T SHEAR WALL }}�� I RIDGE STRAPS SHALL ATTACH TO EACH PAIR OF 4, NAME AND VERSION OF THE COMPLIANCE REPOR MISS-£TEST OF ASTM E ISS6 4 ASTM E 1886. f• SAR u1ALL DETAIL BRIDGING TO JO'STrTOE NAILED) 2-ed 2-1061 EACH Ei.;p OPPOSING RAFTERS TO RIDGE TO COMPLY W/ A5 PER PART 8301.2.1,2, EXCEPTION: WOOD STRUCTURAL PANELS WITH A MIN, THICKNESS OF 1/16" t A MAX SPAN OF 8'-O" SHALL BE PERMITTED AND BLOCKING TO JOIST(TOE NAILED) 2-ad 2-1061 EACH END 3,2,5 OF W,F,G,M 2018, BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-1661 4-I6d EACH ImLOGK ATTACHED W/ 2 I/2" •6 WOOD SCREWS m 9" O.G. OR 2 I/2" •8 WOOD SCREWS •� 12" O,G, A5 PER TABLE SIMPSON STRONG TIE - SIMPSON R.R. STRAPS ARE NOT ACCECTABLE 8301,2,1.2 OF RCNYS, LEDGER STRIP r0 BEAM(FACE NAI;ED) 3-I6d 4-I6d EACH J015T ADJUSTABLE HANGER I I 24, ALL INSULATION WHICH 15 CAPABLE OF ABSORBING WATER,SHALL BE PROTECTED BY A VAPOR J015T ON LEDGER TO BEAM(TOE NAILED) 3-ed 3-Iod PER JOIST H1_ -)UBARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. BAND JOIST TO JOIST(END NAILED) 3-I6d 4-I6d PER J015T SIMPSON STRONG TIE - LSU25 STUD TO STUD CONNECTOR INSULATION SHALL BE INSTALLED IN SUCH A MANNER THAT PROVIDES CONTINUITY OF THE INSULATION BAND JOIST TO SILL OR PLATE rTOE NAILED) 2-16d 3-1661 PER FOOT AT THE PLATE LINES, SILL LINES,AND CORNERS AS PER PARTS RO(QF SHEATHING SIMPSONBONG TIE - G520 R31b, 8318 4 8806 OF RCNYS, AIR SEALING AS PER 8316,8 RCNYS, STRUCTURAL PANELS scl pd 6"O.G.EDGE/12"O.G.FIELD 25, ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL HAVING A BEARING CAPACITY 1 TON PER CEILING SHEATHING C 520 X 36" 'M 1611 O.G. WiTH SQUARE FOOT AS PER TABLE R401.4.1,8402,2, 4 8403.1 OF RCNY5. GYPSUM WALLBOARD I/2"DRYWALL SCREWS 1/2"DRYWALL SCREWS 1"EDGE/Ip"FIELD (6) iOD NAILS e EACH END See E3cf5e literature for ,joist CONTRACTOR SHALL NAVE LEVEL OF BEARING STRATA VERIFIED IN FIELD PRIOR TO CONSTRUCTION, WALL SHEATHING (I) iOD NAIL ID CENTER DO NotOut, notch or drill flan es vertical load capacity, g 26. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS CF 6rizucruRAL PANELS ed loci 6"O.C.EDGE/I2"O.G.FIELD fc'3500 0 pal): REINFORCING STEEL SHALL CONFORMNS FOR STRUCTURAL ETE FOR TOASTM 4-615GRADE60, ALL FOUNDATIONS GYPSUM WALLBOARD /2' DRYWALL scREws v2'DRYWALL 6cREw5 1"EDGE/lo"FIELD p FLOOR SHEATHING SHALL BE ADEQUATELY BRACED PRIOR TO BACK FILLING, PROVIDE 57RUCTURAL PANELS I"OF LESS ed oa 6"EDGE/12"FIELD Note: Minimum 2x6 COMPREHENSIXE STRENGTH OF CONCRETE 4 5 TO 19. AIR-ENTRAPMENT, IN ACCORDANCE W/ 8402.2 STRUCTURAL PANELS GREATER THAN I" loci 6a 6"EDS=-,6"FIELD bearfncg plate required 2-O OF RCNYS, a ° Boise RIM Joist with 2" flange width 4 PROVIDE PRESSURE TREATED LUMBER FOR ALL STRUCTURAL MEMBERS IN CONTACT WITH CONCRETE OR THE GROUND AS PER R311 RCNYS, DU°I ° larger series Joists. THE USE OF CHROMATED COPPER ARSENATE(CCA) PRESSURE TREATED LUMBER 15 NOT ALLOWED IN NEW YORK STATE ALLOWABLE MOLES - WOOD I JOISTS � ° 21. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-SO FOR GRADE "N" UNITS WITH TYPE "M" o ° MORTAR. ALL MASONRY WORK SHALL CONFORM TO AGI 531-19, No field cut holes o PROVIDE DUROWALL TRUSS TYPE REINFORCING EVERY OTHER COURSE )16" O.C,J, PROVIDE See Table A See B 11#2"hole may be cut ° STRAP TO PLATE Sacker Bloeke In hatched Y 2"2X41 PLATE MA50NRY ANCHORS AT 16" O.C. AT ALL COLUMN,SPANDREL):SEAMS zones See T°blz A See Table B anywhere in web out- ___ WHEN NOT ALIGNED WI H RAFTER AND LINES OF BRIDGING, - 4444---- side hatched zone CONNECT KING STUD 70 TOP PLATE W/ 28, ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC "SPECIFICATIONS FOR THE -,--t-------- ---------- 1 -'1 114" W, 20 GA, COiL STRAP OVER Header DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BU'LDING5." TOP PLATE 4 NAIL, 4'-O" Filter Blocking STEEL SHALL CONFORM TO ASTM A-36 AND A-501. ALL CONNEiCTIONS SHALL USE A-325 HS BOLTS -'" 6 SIMPSON STRONG TIE - 4-42.5 HEADER OR E10XX WELDS. STEEL JOISTS MANUFACTURERS DESIGN AND ERECTION zxD1 D1 lz 2xL2 Dz SHALL CONFORM TO SJI SPECIFICATIONS, 6" minimum _ minimum 6" 6" 2X4 STUD NQ 213, PROVIDE SINGLE STATION SMOKE DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER y... (appliesk allhot" -14 except knockouts) 2X4 JACK STUDS—, STRAPPING TO BE 1 1/4" W. 20 GA, See Boise literature for BEDROOM ALL HARD WIRED INTERCONNECTING TOGETHER AS PER PART R314 OF THE IRS, Do not out holes larger than PROVIDE HEAT DETECTION ALARMS IN ALL ATTACHED GARAGES AS PER 314,2 RCNY5, f182"in cantilever COIL STOCK, ALL STRAPPING TO support Joist by top vertical load capacity, Table A - End Support DO Not 30, PROVIDE CARBON MONOXIDE DETECTOR ON EACH FLOCK HARD WIRED INTERCONNECTING BEAR A MIN. OF 12" MIN. AS PER flange and/or web. TOGETHER AS PER R31S OF RCNYS. Minimum distance from edge of hole to inside face of nearest end support WINDOW SILL PLATE CONNECTION TABLE 3.38 1995 AFPA/WFCM 31, SMOKE ALARMS HEAT DETECTORS AND CARBON MONOXIDE ALARMS IN EXISTING DWELLINGS ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE REQUIRED PER WFCM TABLE 3,6 UNDERGOING ALTERATIONS, CHANGE OF OCCUPANCY, ADDITION AND RELOCATION SHALL BE DEPTH TJ1{en �____...__-....____ 2X4 SILL PLATE _- -- 2" 3" 4" 6" B" 11" t3" 4" PROVIDED AS PER Ito 1 oT' i;s„ z 0; — - - - f-o 1'-s. T-s., '4,-sI - — - -- Load bearing wall above 8314, 8315 AND APPENDIX J OF RCNYS. 21D f-0^ 1'-8" r-o" s'-o" r-0^ r-n" 2'-6" s'-0" (Stacked over wall below) 32. RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR,SHALL BE DESIGNED TO RESIST 9112" LATERAL IMPACT AT TOP EQUIVALENT TO A MIN. LINEAR LOAD OF 50 LBS, PER FT, 230 7--0" 2'0" T-6" 5'-s" 7--0^ 2-0" 3'-0" 5'-0" 360 1'6" 2'-O" 3'0" 6%0" 1'-6" 2••6" T-6" HANDRAIL HEIGHT SHALL BE MEASURED ABOVE STAIR TREAD N051NG SHALL NOT BE LESS THAN 34" ._._..._._, u__,"...,.,....-....--_,,...,.,.• ata. 110 1'-0" 1''O" 1'-0" 2'-6" -- _ ��0 AND NOT MORE THAN 38", SPACING BETWEEN SPINDLES SHALL NOT BE GREATER THAN 4", 210 f-o" 1-0^ f-o° 2'-s° s'-s" f-n" r•o^ 2'-0" 5-n° s'-e° _ 2X4 PLATE LOONIES OR RAISED FLOOR GREATER THAN 17/8 CZ AS PER PARTS 8311 1 8 OF THE IRS ALL PORCHES BA S t 230 _V-0" f o" r o° 3•o" s'o" r-0^ r-o" z'-o" 5'-6° 7•-0° _....._.......__. . o� aso _-_._.7 ...-_..4.444-_.`..__._ � E-. 0\ 30" ABOVE GRADE 4 STEPS WITH 4 OR MORE RISER 1'-0" 7--0" 1'-6" a'-s" T-0" 1•-0" 1•_0" 2'-8" W-6" 7'-6" tnJ" 'THF"; iceP.rgr.+-T-,r SHALL HAVE GUARDS 3611 HIGH AS PER R312 OF RCNY5, (SEE STAIR N07E ON DRAWINGS) 5so r-o" 1'-0" r-s" s'-o" a'-o" f-n" T-D" T-s" 7'•0" s%y. ...._ 110 1' ' 1,4„ 1,_0" 1,_0„ 2,_6„ 5,0„ 1%0„ 1,_0„ 1,-n„ 3,_6„ 6,_0„ 8-4- '"it-STRAPPING ,-0„ - ` � --STRAPPING TO RUN ONTO RiM JOIST 33, STAIRS,DOORS AND EXITS SHALL COMPLY WITH PARTS 8311 t 8312 OF THE RCNYS, (SEE STAIR 0(1 MAX, = j NOTES ON DRAWINGS) 210 1'-0" 1'-0" 1-n„ 1-n„ SILO" 6'.0" 1-0" 1'-n° 1'-o" 4%0" 6'-6° 8%5' 4 AROUND SILL PLATE e FOUNDATION 14" 230 1•-0" 1'-0" 1•-0" 1'-6" T 6" 6'6" T-0" 11-o" 1'-0" 4'-0" 7•-o" 9'0" 34. GLAZING IN DOORS, SHOWER STALLS,FIXED PANELS AND BATH TUB ENCLOSURES SHALL BE ~t (ONE SYORY) OR ONTO STUD g WALL 36D 1'_0" P_0^ 1'_p^ y'-g 6'_g 8'-D" 1-n„ 1-0" 1'-0" 5,-6" 8.0 9"6" TEMPERED SAFETY GLAZING WITH MANUFACTURES TYPE AND THICKNESS OF GLASS AND SATYR V T 2'6" 6'-0" 9'O" 1•-0" 1'-0" 1'-6" 6'-6" 9•-O" 10-4' WINDOW STRAPPING DETAIL BELOW. (TWO STORY) GLAZING STANDARDS ON LABEL AND COMPLY WITH PART R305 OF THE IRC. 210 f-o" 1-4- r f f-s^ T'15" 6•"0" 7--0° 1'-0" 1'-0" 2'-6" 6•-6" 8'-0" 101-s" 35. FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD RATING NOT MORE THAN 15 AND HAVE 23D r-o° f-0" 1'-0" i•-0" T-0^ 4'a° s'-s" f-0° f-o" 1'-W TV' T-0" 9'-0" 17--o" A SMOKE DEVELOPED RATING OF NOT MORE THAN 45C IN ACCORDANCE 16 aso f-o" f-0" 7--0" 1%o" T-0" s'-0" 0'-0^ Nail Bose Rlmboard f-0" r-o" r-o° a'-o" s•-1r' to'-o" 1f-s" i WITH ASTM E 84 AND COMPLY SHALL COMPLY WITH PART R316 OF THE RCNYS. 56" 1'-n" t'-o" 1'-0" 1%0" S-O" 2x block to BGI joist with 861 36, DOUBLE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND OPENING IN FLOORS AND -- - -- - - -- a„ 6,. 8„ 10„ 72„ 15„ 17„ -•10„ 1S„ 15„ 17„ .' ROOFS AND UNDER TUBS IN BATHROOMS. a" s" e" L, 31, PLYWOOD SUBFLOORING SHALL 3/4" THICK AND BE INSTALLED AS PER PART 8503 OF THE 18" 360 f-0" 1'-n^ 1 Do Not cut holes near bearing support Load bearingwall above RCNYS, 560 1'-0" 1'-0" 1'-0" 1•-0" 5'-0" 17-40" 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-8" ! 360 1'-O" t'-0" 1'-O" 1'-0" 2'-D" T-0" 10'_6" 1'-0" 1'-0" 2'-6" 6'-0" 11'6" 14'-0" 18'fi" BCI Joist Blocking !stacked over wall below) 38. MASONRY CHIMNEYS SHALL BE SUPPORTED ON SOLID MASONRY FOUNDATIONS. CHIMNEY FLUE 20 560 2000 Ib/ft, vertical load 54ALL BE CONSTRUCTED OF CLAY FLUE LINING, LL points 4 at each end of blocking capacity FRAME CHIMNEYS SHALL HAVE A 1" DOUBLE LINED FLUE PIPE FOR OIL BURNING EQUIPMENT AND Table Q - Intermediate or Cantilever Support FOR GAS EQUIPMENT SHALL BE INSTALLED Minimum distance from edge of hole to inside face of nearest intermediate or cantilever Support AS PER MANUFACTURES SPECS AND SHALL CONFORM WITH CHAPTERS 10 OF THE RCNYS. g pp OUTER THIRD OF SPAN ONLY I~L DEPTH TJII `,IL¢,;.•.1 - OUTER THIRD / \ r 39. CHIMNEY CUTLETS SHALL NOT BE LOWER THAN TOP OF ANY WINDOW WITHIN 20'-0 ,NOR LESS ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - 1\/) 4444- __ i --� OF SPAN ONLY / THAN 2'-O" ABOVE THE COMBUSTIBLE PART OF THE 2" 3•' 4" s" s" 17-' t3" - 2•• a" a" 6:'- 8" 11" 13" add 3/4"plywood to each side or ROOF OR BUILDING WITHIN 10'-O",BUT SHALL NOT BE LESS THAN 3'-O" ABOVE THE HIGHEST POINT "-- "'---"'- '� .. ...,......_, .. a. .. ....-.. _ = 110 1,-6„ 2,6„ a,O�, 7,6�� -' 1,6„ 2,6„ T�6„ --6,6�, - Joist or ra,'ter p-tor to d"Iiling or notching tFor he a hole oreateis a 2"1/3 or atlT depth of WHERE THE CHIMNEY PENETRATES THROUGH THE 9112" 210 2•-D" 2%6" 3'-6" T-6" 2•_O" 3'_D" a'_o" 7'-0" J x10" ROOF AS PER PART R1003.S OF THE RCNYS, 230 2•-6" T-0" 4%0" 8'-0" T-s" T-0" 4'-s" 7'-s" r'"'°� _I 40, ATTICS SHALL HAVI~ ACCESS OF NOT LESS THAN 22" X 30" AND SHALL BE LOCATED IN A 360 a'-o^ a'-o^ s'-s" s'-o" a'-o" a-s^ s'-s° 8'-0° 1 1/4 JOIST 0 V4 JOIST U HALLWAY OR OTHER READILY ACCESSIBLE LOCATIONS 110 1'-0" 1'-0" t'-s° a'-o" a'-o" 7--n" 1'-8" 2'-6" [ DEPTH.MAX, DEPTH,MAX. U _a 1/6 JOIST 2" IN, 1/6 JOIST Iwt'"as.•7C"!-as;[;..+ta.1`"I".":,.'. 2' MIN" DEPTH,MAX. 'DEPTH,MAX. MI IMUM DISTANCE 3'-O' OFF SEARING AS PER 8801 IRC AND CROSS VENTILATION FOR ATTIC SPACE SHALL BE PROTECTED FROM r-0" r-n" 2'-0" a'-s° s'-0" r-o" z'-o" 3'-0^ r-s° 10'-O" I/3 JOIST ENTRANCE OF RAIN 4 SNOW AND SHALL AS 11 71a" 230 f-o^ T-o" 2'-s" 5-0" s'-s" f-n° 2'-6" 3'-6" 6'-0" 1O'-0" more than v3 PER PART ROO& OF T 360 z'-o" 3'-0" 4'-D" T-0" 1 f-0" z•-0" T V s-o" 9's' 1 r-0" DEPTH,Max. H£ RCNYS. Joist depth 11D 7--6., 3'-0" 4'-6" &,-0" 12'-0" 3'A" 4'-6" 6'-D" 10'-6" 12'0" 41. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR 110 1'-0" 1'-n" r-o° z'-o" a'-s° e'"o° 23/32" min. I wood/QSR 1'-0" 1'-0" 1'-0" 5'-0" W-0" 12'-0" F y DAMAGED DO TO THE CONSTRUCTION WITH 2x8.2,5" MAX.HOLE Solid sawn Joist and carte-notchln and Corin limits. Or rtmbOard closer 210 1'-0" 1%0" 1'-0" T-6" 5'•0'• W-0" 1%0" 1'-O" 2'4" 6'-0" 10%il" 12'-8" Solid sawn joist and raRer notching and bo to g g SIMILAR MATERIALS OR A5 DIRECTED BY OWNER, 14" 23D 1'-0" 1'-0" 1'-0" 3'-0" 5'-s" 10'-0" 1'-0" f-0" 2'-6" 6'-0" ITT" 14'-0" J ng g 2x10.3 /8 MAX. HOLE Nan with 861 Malls In 42. PLACE HURRICANE CLIPS AT ALL ROOF RAFTERS.(SEE DETAIL FOR TYPE) aso r-o" r-o" 2'-0" s-s^ 8'-6" 12'6" i'-0" 2'0" 4'-0" 9'0" 12'-0" 14'-0" If more than I/3 or beam or raFter le cut 2x12.3 1!8"MAx.HOLE each Flange. BCI Joist blocking 43, PUT DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIR AND SKYLIGHT OPENINGS, 560 --17---- R - 9'-6" 13'-6" 1'-0" 3'-n" 5'-0^ 10'-0" 13'-s" 15'-0" 502.8 IRC NOTCHING OF FLOOR JOISTS required For cantilever, 44, ALL SUPPLY AND EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAM.-ER AT 210 rA" 1'•0' f-o" 1%0" 3'-0" s-s" 9%6" R 502.8 IRC NOTCHING OF FLOOi� JOISTS See Eso(ss Ilterature for Jo1st blacking BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE, 16„ 230 r-n^ 7-_o" f-o" 1-s" a'-o" 6'-s° 1o'-s" 1'-0" 1'-n^ f-o^ s'-n" to'-s° 13'-n° 16'-0" vertical load capac 45, PROVIDE MINIMUM 100 CFM MECHANICAL VENT FROM BATHROOMS AND MIN 150 CFM 360 1'-0" 7--0" 1'-0" T-0" 6'-6" 10'-0" 13'-6" 1'-D" i'-0" 2'-0" T6" 13'-0" 14'-6" 1T-0" MECHANICAL VENT IN KITCHEN AREAS, ss0 f-o" f-o" f ---- ---........_ •4444 -- - -.._ _. - ---.__.__ 46. PROVIDE COMBUSTION A'R FOR FUEL BURNING EQUIPMENT WHERE THE VOLUME OF THE SPACE IS _-' --" �12V7 " " " 10"GREATER THAN 50 CUFT PER oCBTU/H OF -- - - - - -- - AGGREGATE INPUT RATINGS AS PER CHAPTER 11 OF THE RCNYS. 1a" r-n^ 4-0" s'-o^ 1a'-s" ts'-s^ 1s'-s^ ,.^'` !' 41. IF AND WHEN BOILEf<S t HOT WATER HEATERS ARE TO B£ INSTALLED USE THE FOLLOWING: 5so r-o" 7-•o" z••0" s'-o^ 10'-0" 1s'-s" f-n" s'-o^ 17--e" 1s'-s" 18'-n^ za-n^ n Boll-ERS SHALL BE INSTALLED AS PER MANUFACTURES SPECS AND 560 1'-0" 1'-0" 1-o" 1'-s" s'-s^ 12'-0" 16'-o" ,r Face Mount _ s" ta'-n" n•-s' 1n'-s" zo'-s" "r •f'''/f J � Botoe Joist '" `'`"• �`'� LISTED LABELS t COMP Y WITH CHAPTERS 20 AND HOT WATER HEATERS SHALL BE INSTALLED AS ' `' �" `=' I I / L Rectangular holes based ar me+aeurement of to Set side. r F r �j • i Backer block Shall be tt ht PET MANUFAGTLLRES SPECS AND LISTED LABELS TO SUPPLY Holea may be located vertically anywhere within the web. Leave I"8" of web !minimum) 9t top and bottom of hole, flargewrih }.IOT WATER TO PLUMBING FIXTURES 4 CHAPTER 28 OF THE RCNYS, I/4"-2" an between bottom Knockouts a-e located to we ata roxtmatel 12 on-center: the do not affect hole laeement, '�/ 48, PROVIDE 51MPSON STRONG TIE J015T HANGERS AT ALL FLUSH HEADER CONDITIONS. pp S y p TOP ITJ 4+1T i 'f 11, ( r/� r�� of top Flange. 49, PROVIDE ICE PROTECTION FOR ROOF SLOPES FROM 2/12 TO 4/12 UNDERLAYMENT SHALL BE TWO For simple span(5' minimum)uniformly loaded joists meeting the reo.utrements of current Trua Joiat product guides,one maximum stZe �%% ` 1'i 1 LAYERS APPLIED IN THE FOLLOWING MANNER 19" STRIP STARTIN 3 round hole ma be located t he center of the otat a an r s oc r h { i 1 I 4:?;,� I t ;..,..,.µ,.,ti..�ni«,,A''+7-4 ' b,>.°;:.'n'" �" t2G>�i_.95^A,.;;411^,:"•t^t+nye -�'' •'` 1 Ij � , E i I' FIF;,,;,t1r,,;";-�M,1'Ir:,-,r�,•. � y a t J p p ovided no other hole cu In t e Joist, C' I [ I `w! I rr:+rF.•:,tel{ -+0, AT £AYES AND PROCEED 36" UP ROOF OVERLAPPING AS NEEDED. FROM SLOPES 4/12 OR GREATER .1 ; Ij, i t I i t44.",51ee Distances are baaed on the maximum uAlForm loads Shown in current True Joist product guides. For other load cond(tloMe or hole configurations I i r 4 3 /�- f ( UNDERLAYMENT SHALL BE A SINGLE LAYEF'• INSTALLED �.' f,y�,,�' ( , contact your Trus Joist representative: STI!" r �,.- � IN THE SAME MANNER AS PER PART 8905.1,2 OF THE RCNYS. ({ 50, ALL HEATING SHALL BE INSTALLED TO MAINTAIN A MINIMUM ROOM TEMPERATURE OF 68 F AT A I � iii 1 JI-lak""° FkIA ! e 1 I !t `4..�'� 1 I g .' t;ahs_rEr�cepL-�cL1T`>,I '' 1 t I; ��.�,••, 3 j � POINT 3' ABOVE THE FLOOR AND 2' FROM EXTERIOR WALLS IN ��• BrvaE 1Att.�:kFar"t 3?` i a r�rtruuoeP>•+ 4� S t i ) i HAS17ABLE ROOMS AND 8303.10 OF THE RCNYS, REVISED FOR 2020 RCNYS v, ;I 1 1 ; Note: iS" and 20" depth Joists 51, PROVIDE FIREBLOCKfNG 70 CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH HORIZONTAL AT I � li: I i rrN+F a"r=� I !..C�'".� IN,F)14 TCF^•r: I; I ` I ; I �`s'F= require web Stiffeners at bearing INTERVALS NOT EXCEEDING 10'-0" 4 VERTICAL AT THE CEILING EAGLE DRAFTING E CONSULTING, INC, II r:)rneL I I ° t FLOOR LEVELS) t TO PROVIDE A BARRIER BETWEEN FLOORS AS PER R302 OF THE RCNYS. 6l8 2ND PLACE 5,,;,f,•rs 1of-=x'se 3 i f t +I , II �.� ° KBD NOTES 4 DETAILS 52, HABITAL ROOMS SHALL HAVE GLAZING AREA NOT LESS THAT 89. OF THE FLOOR AREA 4 VENTING GARDEN CITY SOUTH, NEW YORK 11530 111 tV. NOT LESS THAN 491. OF THE FLOOR AREA AS PER 8303.1 RCNYS, 516-489-9891 �� A' Uj I ( ',I- CONTACT a 53. CONTRACTOR TO PURCHASE COPY OF 2020 RESIDENTIAL CODE OF NEW YORK STATE OR d �O i 1 r t 1 ° CONTACT DESIGNER FOR CLARIFICATION OF ANY GORE LISTED IN THE GENERAL NATES OR SB ARCHITECT 4 � ! � 3 i ° DRAWING, /// + KURT JAG S 201 NORTHWEST DRIVE ; 17 i N•Ur;;-1^ mr n'a rxet t., {, I I ' SUITE 8 t -"!'+.�1'r I s,, i ]�^�•>� an PL'r't-';Lt"t�J�nruC aLFrI 4!(>! I /'": i ,•i HC.I'ha1'N`..T.I. :.r, :T F LL'T'_'OstFCUI0.1N;)I4 8602.6.1 TOP PLATE FRAMING g �- Lrl=- ',OFGu1'7HNo1c-.E FARMINGI?AI-E, NEW YORK 11135 " !` ''� Simpson "Top Mount" 516-663-0750 O �O4 tri': � k•�"��asr -''` :-�N�:�,:�c�.�>sl:, Strong-Tie �,, t,.i:'iA l-'.:'v fNt.:::.Fac(:(,;.,^ •'"''"' t" ('(.i c>. " Ise;n•la;;tc;:ara 4 kj•" a; Nrvk::t'. '-'"*+,'t".'rr5?''!" FOR PIPE NOTCHING Backer block shall be tight 2020 RESIDENTIAL CODE OF NEW YORK STATE 3 tie=,,81,t!l>ury.s'a;r"k.,:.,.•:�;k i,la^:1w(> �'" HRC22 to bottom o°to flar w'th 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE I,KURT JAI-CBS R-A,LICENSE NC.011031,CERTIFY THAT I AM A p 9e PLANS COMPLY UITH REySTERED ARCwT€CT.DULY LICENSED TO PRACTICE IN TME STATE NOT VALID UNLESS SIGNED ,.Y• I/4"-2" gst between top or 2020 RESIDENTIAL COD[~ OF NEW YORK STATE RATING MUST BE DONE BY A CERTIFIED HOME ENERGY RATER. bottom Flan e. OF NEW YORK AND THAT AH RE-1 RLY EN AGED IN TME PRACTICE Mee, of ARCMITEGTURE.I GERTI1Y THAT TME DRAWINss suenl-ET UNDER SCALE: DATE: DRAWN BY: 8602,612) NOTCHING 4 DRILLING INTERIOR 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE CONTRACTOR OR BUILDER SHALL FOLLOW THE CERTIFIED HOME ENERGY RATER REPORT, MY PROFESSIONAL 811MP HAVE c__N PRDnARED UNDtR MY DIRECT iR602.6(1) NOTCHING DRILLING BUPERVISICN IN ACC RCANCE WITH INCE REaUIREMENTe OF AR'iCiE 141 SHEET NO. i NO SCALE S t5-2020 EXTERIOR BEARING WALLS NON BEARING WALLS NFPA STANDARC THE NATIONAL ELECTRIC CODE ARCHITECT IS NOT RESPONSIBLE FOR THIS, I THE NEW YCRK s(ATE EDI1CATION LAw. AND ALUC WFCM4018 THIS 15 THE RESPONSIBILITY OF THE HOMEOWNER 4 BUILDER NAILING AND STRAPPING FOLD DOWN CONNECTIONS SPLICING OF TOP PLATES WOOD FRAME CONSTRUCTION MANUAL FOR (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&OVERHEAD DOOR JAMB) (REQUIRED FCR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) ONE & TWO FAMILY DWELLINGS (2018 EDITION) SECOND FLOOR ATTACHMENT L li NOTE: Rtceength (REQUIRED FOR ALL NEW CONSTRUCTION &SECOND FL.ADDITIONS) r Plate TABLE 3.1 D6 ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR,SIMPSON' AD.L5/ABLE EQUIVALENT-CS24 BOA D�BEAM TOP PLATE SPLICE REQUIREMENTS SpNAILING SCHEDULE (COILE4 STRAP)ALL COIL STRAPPING TO HAVE MINIMUM 12 BEARING ON WALK HAN6E' SEE ANS L �� Building Number of 16d common nails STUDS(ALL STRAPPING SHALL BE INSTALLED AS PER MANUF.5PECIFICATIONS)ALL 5IMP50N'HDaB Dimension (ft.) per each side of splice 1'2,3 NUMBER OF NUMBER OF STRAPPING TO BE SPACED AT 16" O.C.ALL CONNECTORS IN CONTACT W/P/T WOOD RROF AFTER \ OR DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS BOX NAILS NAIL SPACING SHALL BE FINISHED IN "ZMAX, POST HOT-DIP GALVANIZED OR STAINLESS STEEL. 5IMP5ON'Hn)6 2-I6L)COMMON 121-011 5 NAILS®6"O.G. FOR FULL LENGTH 16'-0" 6 ROOF FRAMING NOTE OF STUD USE SIMPSON BCS 2-3/6 POST CAPS @ RIDGE _ _ _ — �aK1N6 20-0" 8 RAFTER TO TOP PLATE TOE NAILED _ ( ) 3-8d 3-10d PER RAFTER T ' BEAM TO POST CONNECTIONS � RAFTER TIES,SEE PLANS ENDWALL 24'-0" 10 CEILING JOIST TO TOP PLATE( OE-NAILED) 3-8d 3-10d PER JOIST L — — — 28'-0" 11 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 7-16d 7-40d EACH LAP 32'-0" 13 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 7-16d 7-40d EACH LAP AT RAFTER TO RIDGE BOARD CONNECTION 1. Tabulated splice top plate to top plate ( ) 2 10d 2-12d PER TIE 3 8D COMMON AT EACH END OF STRAP ROOF 36'-0" 14 COLLAR TIE TO RAFTER FACE-NAILED FOR RIDGE STRAP- RAFTER connection shall not have more than FOR ALT.COLLAR TIE- (3) 10D COMMON NAILS AT EACH END 6EILIN,5 / : 401-01- 16 2-16d nails per 6" BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END S15TOF SIMPSOR HDp3 50'-0" 20 2. Tabulated splice assume a buildingRIM BOARD TO RAFTER END-NAILED OR 60-0 24 located in Exposure B or C. ( ) 2-16d 3-16d EACH ENO AT RAFTER TO RIDGE BEAM CONNECTION ROOF 51MP50N'HDU6 " WALL FRAMING FOR ADJUSTABLE- 10 10D COMMON NAILS AT FACE RAFTER 3. Top plates shall be a minimum of stud JOIST HANGER- (5) IOD COMMON NAILS AT RAFTER TOP PL G JOIST FIRST FLOOR ATTACHMENT 70' 0' 28 g TOP PLATE TO TOP PLATE FACE-NAILED JOrsT rade material. ( ) 2-16d 1 2-16d 1 PER FOOT "SIMPSON" LSSU28 (REQUIRED FOR ALL NEW CONSTRUCTION & FIRST FL,ADDITIONS) 80'-0" 32 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE NOTE: FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR RAFTER `..-„S/MPSON„ TO HEADER CONNECTIONS PROVIDE SIMPSON "LSSU28”ADJUSTABLE H,2A STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. HANGER, IN ADDITION TO STRAPPING @ RIDGE. STUD SIMPSON'14006 HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o.c.ALONG EDGE OR 5/MOON'HDU6 2-IBD COMMON NAILING STRAPPING @ EXTERIOR TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 2"x4" STUD ._-_------- AT RAFTER TO TOP PLATE TO STUD CONNECTION NAILS a 6 O.G. STUD(END-NAILED) FOR FULL LEN6TH 3-16d 3-40d PER 2"x6" STUD H2A'BY SIMPSON' (5)8D COMMON NAILS AT OF STUp BLOCKING WINDOWS / DOOR HEADERS 4-16d 4-40d PER 2"x8" STUD EACH END OF STRAP IP ENDtNALL (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d 1'2 2-16d 1'2 PER FOOT 51MPSON' END101ST OR BLOCKING(FACE-NAILED) MT5 16 NOTE: SHOE PL. FLOOR FRAMING USE SIMPSON HU, MSC5 OR GLT CLIPS @ TRUE VALLEY AND HIP RAFTER CONNECTIONS SURFER. ° ° ° NAILING SCHEDULE'BI: (WOOD FRAME CONSTRUCTION MANUAL) • ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST RIM-1015T FLOOR , JOIST e BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Notation ° Rough A B C D E F BLOCKING TO JOIST TOE-NAILED AT STUD TO FLOOR ASSEMBLY g ( ) 2-8d 2-10d EACH END TO STUD CONNECTION (As per table 3.3B) TOP PL. 1.21 DIA. THREADED ROD EMBEDDED Opening l2 1/2"INTO GONGRETEW/51MPSgN'ET BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) 06H 5TREN6TH EPDXYA0HE5/VE)d FOR 2'-0" 7 (1)2x4 1 1 1 1 LEDGER STRIP TO BEAM FACE-NAILED 4 SD COMMON NAILS AT TEMPERATURE5(O DE6, TO 40 DEG F)05E ( ) 3-16d 4-16d EACH JOIST FOR STRAP- O I 51MP5ON'AT(H16H 57REN6TH ACRYLIC ADHL55/VE) 3'-0" 7 (1) 2x4 2 2 1 2 JOIST ON LEDGER TO BEAM TOE-NAILED ' ( ) 3-8d 3-10d PER JOIST EACH END OF STRAP 4-01' 7 (1)2x4 2 2 2 2 BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST FOR ALTERNATE- (14) 10D COMMON NAILS CANTILEVER DETAIL (TYPICAL) 5'-0" 7 (1)2x4 3 2 2 2 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 1 3-16d 1 PER FOOT STRAP CONFIG, FOR EACH STRAP 6'-0" 7 (1) 2x4 3 2 3 2 (TWO STRAPS TOTAL) 714" 7 (2)2x4 or(1)2x6 4 3 3 3 ROOF SHEATHING FOR SECOND FLR.- SHEATHING TO OVERLAP SEE/FLOOR P1 Ao5 WALL CONST. 8-0" 7 (2)2x4 or(1)2x6 4 3 4 3 WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD ADDITIONS FIRST&SECOND FLOOR& SHOE PL. 3/4"SUB FL DOR 6LUED if NA/LED 9-0" 7 (2)2x4 or(1)2x6 5 3 4 3 STRUCTURAL PANELS @ GABLE RAKE OVERHANGS 8d 10d 4" EDGE/4" FIELD STUDS BY MIN. 12" 2x FL. JTS SEE PLANS loo-0.17 x5 4 5 4 SURFER. BLOGKI (2)26 DIAGONAL BOARD SHEATHING INSUL.A5 PER PLANS RIM J015T FLOOR STRAPPIN6 11'-0" 7 (2)2x6 6 4 5 4 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT JOIST M)bD COMMON NAILS a EA.END 12'4" 7 (2) 2x6 6 5 6 5 1"x10"or WIDER 3-8d 3-10d PER SUPPORT OF STRAP(By 5IMP50N) AT STUD TO FLOOR ASSEMBLY SILL PL. CEILING SHEATHING TO SILL PLATE CONNECTION — J015T HANGER By 51MP50N ° ° • "• Notations : GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10"FIELD 4 8D COMMON NAILS AT ° SOFFIT MATERIAL AS PER ELEVATIONS WALL SHEATHING FOR STRAP- ( ) , EACH END OF STRAP WRAP ° 5TRAPPIN6: A. NUMBER OF 8D NAILS AT EACH END OF STRAPPING UNDER SILL PLATE -- l ° ° (4)8D 60MMc7N NAILS e EA.END OF STRAPPINGS WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/12" FIELD STRAP OR H7 CONNECTOR(B)-SIMPSON) B. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT TYP/GAL EXTERIORVVALL CONST APPLY TO DOORS) STRUCTURAL FIBERBOARD PANELS SEE FLOOR PLANS1/2" 11 GA.GALV ROOFING NAILS _ 3" EDGE/6" FIELD C. NUMBER OF FULL HEIGHT KING STUDS AT EACH A (0120"x1.1/2"LONG X7/1B"HEAD) SIDE OF HEADER 25/32" 11 GA.GALV ROOFING NAILS " AT STUD TO FLOOR ASSEMBLY D. NUMBER OF 16D NAILS END-NAILED THROUGH A (0120"x13/4"LOHGx3/8"HEAD) 3 EDGE/6 FIELD TO SILL PLATE CONNECTION LOAD PATH / FRAMING D ETAL ADJACENT KING STUD TO END OF HEADER AT EACH D GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD 5IMPSON' � „ „ 5P4 SIDE HARDBOARD 8d 8d 6 EDGE/12 FIELD (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) E. NUMBER OF JACK STUDS AT EA.END OF HEADERS c PARTICLEBOARD PANELS 8d Sd (SEE MANUFACTURE) FOR STRAP- (4)8D COMMON NAILS AT EACH — (ASSUME DBL HEADER) • ° TYPICAL EXTERIOR HALL rON5T, B DIAGONAL BOARD SHEATHING END OF STRAP WRAP STRAPPING ° (9l/oD COMMON NAIL,5®EA. F. NUMBER OF 16D NAILS END-NAILED THROUGH • ° a END OF STRAP(By SIMPSON) SEE FLOOR PLANS ADJACENT JACK STUDS TO END OF SI LL(S}AT EACH 1"x6" or 1"x8" 2 8d 2-10d PER SUPPORT UNDER SILL.PLATE s I • OVERLAP NEW 5HEATHIN6 SIDE DOES NOT APPLY TO DOORS e " " • NEW 2Np FLOOR OVER EXISTING 5TRUG7URE AS ( ) 1 x10 or WIDER 3-8d 3-10d PER SUPPORT FOR SP4 STRAP- (6)8D COMMON NAILS AT EACH _ iv SHOWN PROVIDE 5TRAPPIN6 FLOOR SHEATHING AS PER DETAILS THIS SHT. SIDE OF STUD WRAP STRAPPING • A UNDER SILL.PLATE j ° NOTE: F WOOD STRUCTURAL PANELS 'v ENO VIEW SEG TIONALL STRAPPING TO BE 11f4"x 20 GAUGE STEEL 1" OR LESS 8d 10d 6" EDGE/12" FIELD NEW SHEATHING OR'SIMPSON' EQUIVALENT-CS20(COILED STRAP) (ALL GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD EX15TINO FIRST FLOOR (v 2Eo"B LOIN NEIN 2ND 5TORy STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) DIAGONAL BOARD SHEATHING ALL STRAPPING,ANCHORS,HOLD DOWNS, &ADHESIVES CONSTRUCTION. TO BE INSTALLED AS PER MANUFACTURES SPECIFICATIONS. 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT 1"x10"or WIDER 3-8d 3-10d PER SUPPORT SHEARVUALL DETAIL (TYPICAL) BLOCKII'VIG T END ALL ANCHOR BOLT SPECIFICATION FAIL SPACING FOR SHEATHING n 1, NAILING REQUIREMENTS ARE BASED ON WALL (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) ` PRESSURE ZONES SHEATHING NAILED 6 INCHES ON-CENTER ATTHE RATIO LIMITS = H2 3 112 PANEL EDGE.ALTERNATIVE NAILING SCHEDUALES TYPICAL TYPICAL SHALL BE USED WHERE WALL SHEATHING IS PLYWOOD NOT SHOWN RIDGE SPACING 6ORNER3 REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS FOR CLARITY 44'O.C. b"min. I =ONE 1 ZONE 2 ZONE 3 ZONE 4 NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO SOLID BLOCKING 0 BL06KIN6 2 BA-rS 1.2"max. OBTAIN HIGHER SHEAR CAPACITIES, NAILING 5EAM5 BACK a 46"oz, FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SHALL BE ATTIC PANEL EDGES 4" O.C. 6"O.C. 3" O.C. 3" O.C. USED TO MAINTAIN THE LOAD PATH. PLYWOOD SHEATHIN&80 3 A A I` �`� 9 2. WHEN WALL SHEATHING IS CONTINUOUS OVER COMMON NAILS 6"O.G. Q ° N CONNECTED MEMBERS,THE TABULATED NUMBER OF EDGE d FIELD. w O ® O ® Q 3 O4 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d PLAN_ NAIL PER FOOT. FlR5r e SECOND FL. lO HOLD DOWN SEE DETAILS O THIS SHEET 9"50.x 5/16"YVA5HER5 C END NUT SETUP O O O O O O O O O O (D O BL06K/N6 2 BAy5 DOUBLE SILL PLATE BACK a 46"o.c. (51N6LE FOR SLAB ON GRADE APPLICATIONS) 7"embedment into • NOTE : ° concrete foundation O I 5/6"01A. ANGHOk, 15"emi)edment into l 1. SHEATHING AS PART OF SHEARWAL.L SEGMENT WHERE NOTED ON BOL T5(TYP.) • block foundotlons IU O O FLOOR PLAN,SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR EXCEPTION: ADEQUATELY BLOCKED AT JOINTS. WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE POURED ° 7r USED TO BRACE THE GABLE ENDWALL OR WHEN A HIP 4 O ® O < 3 OO 3 •�u 1 DETAILS THIS SHEET. ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. CONCRETE GABLE 00FS ,� HIE ROCZF5 t FOUNDATION •° EAGLE DRAFTING t CONSULTING=, INC. 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A WALL Ao4 FEET IN ALL CASES NAILING REQUIREMENTS ARE FOR 120-MPH 3-SLC PEAK GUST. 6'18 2ND PLACE )MOTES 4 DETAILS CONTINUOUS LOAD PATH. SEG TION SPACING IS BASED ON 1/2"SHEATHING &8D COMMON NAILS GARDEN CITY SOUTH, NEW YORK 11530 ��• C . 516-489-989'1 '�5 NY— T� PLANS COMPLY WITH r Oa 2020 RF~SIDENTIAL CODE= OF NEW YORK STATE KURT JACOBS ARCHITECT �. 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF- NEW YORK STATE 201 NORTHWEST DRIVE NFPA STANDARD "THE NATIONAL ELECTRIC CODE" SUITE 8 , A1 �. AND AWC WFCM-2018 FARMINGPALE, NEW YORK 11.135 2020 RE51DENTIAL CODE OF NEW YORK 6TATE 516-663-0"150 x OI- NES I 2020 ENERG=Y CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE RATING MUST BE DONE BY A CERTIFIED ROME ENERGY fRATER. 1.KURT JAcaAs R.A..a^ENSE NO.611S31,CERTIFY TWAT I AMA NOT VALID UNLESS SIGNED ARGHITC'1.DULY Li^_EN=C'>TO IRA.^_T-GE IN THE BTATE CONTRACTOR OR BUILDI~R SHALL FOLLOW THE CERTIFIED HOME ENERGY RATER REPORT, OF NEW TORK AND THAT I AM REd1LARLY ENSASED IN THE IRA°T'=E SCALE: DATE: DQAWN BY: ARCHITECT IS NOT RESPONSIBLE FOR THIS. OF AN RE CERTIFY THAT HE PRMPAN E UN,"D TED UNDER /� HIPMV18181ECN INA^90RDANCE WITH T E REQ'RGHEN 9 R HT DIRECT SHEET NO. G of ARTICLE 147 NO SCALE_ -15.2026 THIS 15 THE RESPONSIBILITY OF THE HOMEOWNER 4 BUILDER THE NEW TDRK BTATE EDUCATION LAW. DESIGN LOAD INFORMATION: MODEL NO. ADHESIVE ANCHOR DRILL BIT MINIMUM 2020 RCNYS-TABLE 301.5 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE TABLE R402,2 COPY DIAMETER DIAMETER EMBEDMENT BEARING SET i/2" 5/8" 4 1/4" GROUND SNOW LOAD 20 PSF MINIMUM SPECIFIED COMPRESSIVE PLATE— STRENGTH (Fc) STRR 1/2 SET 1/2" 5/8" 6' 3 SECOND DESIGN WIND GUST SPEED 130 MPH AT 1/2" 9/16" 41/4" TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHER POTENTIAL AT 1/2" 9/16" 6" ROOF LL=20 PSF, DL=10 PSF NEGLIGIBLE MODERATE SEVERE DOUBLE 2X MINIMUM FOR MIN.ANCHOR MIN.END MIN.EDGE ALLOWABLE ALLOWABLE HEADER OR BEAM LENGTH DISTANCE DISTANCE TENSION(100) TENSION(131) ROOF W/CATHEDRAL CEILING LL=20 PSF, DL=10 PSF BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE 2500 2500 2500c 1 7" 6 3/8" 6 3/8" 3750 4000 NOT EXPOSED TO WEATHER ROOF-LOAD ADJUSTED FOR HIP/GABLE 1.5 v2°ROD REQUIRED 8 3/4" 6 3/8" 1 3/4" 3750 4000 BASEMENT SLABS AND INTERIOR SLABS ON GRADE 2500 2500 25000 FOR STU 1/2 7" 6 3/8" 6 3/8" 3750 4000 ATTICS W/LIMITED STORAGE LL=20 PSF, DL=10 PSF (EXCEPT FOR GARAGE FLOOR SLABS) 8 3/4" 6 3/8" 1 3/4" 3750 4000 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, 2500 3000d 30004 1. DESIGN LOAD IS BASED ON THE LESSER OF THE ALLOWABLE TENSION LOAD ATTICS W/O STORAGE LL=10 PSF, DL=10 PSF BASED ON BOND STRENGTH,STEEL STRENGTH OF THE ROD OF COUPLER NUT, AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER THREADED ROD OR THE BEARING LOAD FROM THE TOP PLATE. ROOMS OTHER THAN SLEEPING LL=40 PSF, DL=10 PSF CNW COUPLER NUT 2. ALLOWABLE BOND STRENGTH LOADS HAVE BEEN INCREASED 33 1/3%FOR PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 2500 3000d,e 3500d,e EARTHQUAKE OR WIND LOADING WITH NO FURTHER INCREASE ALLOWED; WEATHER,AND GARAGE FLOOR SLABS MINIMUM EDGE D15TANGE REDUCE WHERE OTHER LOADS ARE GIVEN. SLEEPING ROOMS LL=30 PSF, DL=1O PSF 3. FOR TWO POUR CONDITION,INCREASE ANCHOR LENGTH AND EMBEDMENT 4". FOR SI: 1 POUND PER SQUARE INCH=6.895kPa 4. COUPLER NUTTO BE A307 OR BETTER. LL=40 PSF,DL=10 PSF S. TENSION LOADS FOR STEEL ARE BASED ON GRADE A307/SAE1018 THREADED EXTERIOR BALCONIES MINIMUM END DISTANCE a. SE 28 DAYS PSI. ROD. 6.THE STRR 1/2 SYSTEM CONSISTS OF ONE BEARING PLATE, ONE 1/2"X 12"ALL DECKS LL=40 PSF, DL=10 PSF b. SEE TABLE P,301.2(1) FOR WEATHER POTENTIAL. THREAD ROD,AND ONE 1/2"COUPLER NUT WITH WITNESS HOLES.1/2" c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THREADED ROD BY OTHERS, STAIRS LL=40 PSF THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. PASSENGER VEHICLE GARAGES LL=50 PSF, DL=20 PSF N7 d. CONCRETE SHALL AIR-ENTRAINED. TOTAL AIR CONTENT BY VOLUME CO LU I Y I CO N ECTI O IV O PTI O #1 CONCRETE)SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. GUARDRAILS, HANDRAILS LL=200 PSF e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. NOT TO SCALE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS: WIND-BORNE DEBRIS PROTECTION FASTENING 2020 RCNYS-TABLE 331.7 SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE R301.2.1.2 ° STRUCTURAL MEMBER ALLOWABLE a,b,c,d m 3• EFLECTION RAFTERS HAVING SLOPED GREATER THAN 3 1/ FASTENER SPACING W/NO FINISHED CEILING ATTACHED TO RAFTERS m L/180 4 FOOT 6 FOOT FASTENER TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN o INTERIOR WALLS AND PARTITIONS H/180 < 4 FOOT < 6 FOOT < 8 FOOT 5I14'50N5TROA5-AE s FLOORS AND PLASTERED CEILINGS L/360 2"#8 GG046P05TCAP WOOD SCREWS 16 ALL OTHER STRUCTURAL MEMBERS L/240 " 12" 8" 51MB�T7RoN6-T1E EMBEDDED IN 60%RE7E 0 EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 2"#10 16" 12" 9" / EXTERIOR WALLS-WIND LOADS W/BRITTLE FINISHES L/240 WOOD SCREWS 11 TOP GONNEG 7-ION BASE GONNEG TION EXTERIOR WALLS-WIND LOADS W/FLEXIBLE FINISHES L/120 2 1 16" 16" 16" 4 LAG SCREWS NOTES : L=SPAN LENGTH, H;SPAN HEIGHT /^ TABLE 'R301.6' FOR Si: 1 INCH=25.4 mm, 1 FOOT=304.8 mm, 1 POUND=4.448 N, C/"'11 1 1 CO I I ECTI®I� O PTI O I� #2 1 MILE PER HOUR=0.447 m/s. V L�.J 1,�C' PRESUMPTIVE LOAD-BEARING VALUES OF FOUND. MAT. A.THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. NOT TO SCALE 2020 RCNYS-TABLE 401.4.1 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, LOAD BEARING C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT STRUCTURAL MEMBER PRESSURE(PSF) LENGTH OF NOT LESS THAN 2" FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE, D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING CRYSTALLINE BEDROCK 12,000 VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS SEDIMENTARY AND FOLIATED ROCK 4,000 THAN 1,500 POUNDS SANDY GRAVEL/AND OR GRAVEL(GW&GP) 3,000 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16„ (11.1mm)AND A MAXIMUM SPAN OF 8 FEET(2438 mm). PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH SAND,SILTY SAND,CLAYEY SAND, 2,000 ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH SILTY GRAVEL AND CLAYEY GRAVEL TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE. CLAY,SANDY CLAY,SILTY CLAY, CLAYEY SILT, 1,500b PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING WINDOWS. SILT AND SANDY SILT b. WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, NOTE: THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A MIN,WIDTH OF CONCRETE OR MASONRY FOOTINGS TO COMPLY WITH 2015 IRC TABLE R403.1 SOILS INVESTIGATION. SHEATHIN6 APA PORTAL NOTES: A55 FRAMING ANCHOR "FRONT"OR "SWHD-02A" 1. STRONG-WALL SHEARWALL IS MANUFACTURED BY SIMPSON STRONG-TIE ° ^ ^ 5TAMPED ON PLATE 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE TO THE DOUBLE TOP WASHER DRAWINGS INSTALLATION GUIDE,T-SWGUIDE. MODIFICATIONS TO THIS PLATES MAXIMUM 7/6" PRODUCT AND THE STRONG-WALL AND ASSOCIATED SYSTEMS OR CHANGES IN SHIM x THE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE 5TR6N(,-WA1_L TOP1/IE1N A—A INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CIVIL, PLATES �" x OR STRUCTURAL ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS 716-(MAX)DIA. HOLE, ONLY ONE HOLE IN OR ALTERED INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE ONPRE-INSTALLED 5HEATHIN6 HOLDOWN DESIGNER. REFER TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION. SDs%q"6" H 1'(MAX.)DIA. HOLE NUT PLATEWASHER 5GREW5 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS, ELEVATIONS, / THROW6CENTER OF pNz tt ;X/ POST. ONLY 1 HOLE ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL PER POST IN GROSS SYSTEM. IF ANY DISCREPANCIES ARE FOUND,THEY SHALL BE BROUGHT TO THE HATCHED AREA ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING (TYPICAL EACH POST) x x A A ALL THREAD ROD DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. COUPLER NU 4, THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL IN (IJ I"(MAX)DIA. HOLE TH90U6H0 OF BLOGKINS `ry INITNE55 HOLES RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT V15/BLE FOR T OP PLATE CONNECTION INSPECTION DRAWINGS. BEARIN6 PLATE W/ 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING SD5 YX;2/�S6REW6 OFFICIAL.. STRONG-WALL 6, THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE POST(STUD SHOE REMOVED FOR LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER CLARITY) _ LOCAL,STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN TYF'/G.4L LOCATION OF HCJLE ° ° REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. 7.THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF ° a THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING C, -e- W 5/6"X l2"ANCHOR SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL a BOLT NV 7"MINIMUM o °e FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE CONCRETE EMBEDMENT a e a DESIGNER. ? I"MAXIMUM DIAt-ETER HOLE IN FRAM1W, 5STB2B ^ 8. SIMPSON STRONG-TIC COMPANY, INC. RESERVES THE RIGHT TO CHANGE 1)7 MEMBERS. ONLYONf HOLE PER MEMBER SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR /41 SUCH CHANGES. l� 6ARA6E PORTAL 3T1;�ON64VALL SILL GONNEGTION 9, ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. EAGLE DRAFTING 4 CONSULTING, INC. TYPICAL AP PORTAL DETAIL 618 2ND PLACE �'�D�ck NOTES 4 DETAILS GARpEN C17Y SOUTH, NEW YqR}< 11530 PLANS COMPLY WITH NOT TO SCALE 2020 RESIDENTIAL CODE OF NEW YORK STATE KURT JAGOBS ARCHITECT ,r 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK ST4TE 201 NORTHWEST DRIVE I NFPA STANDARD "THE NATIONAL ELECTRIC CODEII SUITE S ) "A AND AWG WFCM-2018 FARMINGDALE, NEW YORK 11135 / 01'1 3ti_1104 2020 RESIDENTIAL CODE OF NEW YORK $TATE 51to-663-0150 OF 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE RATING MUST BE DONE BY A CERTIFIED HOME ENERGY (RATER. 1,KURT JA°°e'R.A.LICEN•E NO.°"93',CERT' THAT I AHA NOT VALID JNLE38 SIGNEDRE516TERED ARCUITE"-T,DUL"LCCN"_'1:TO PRACTICE IN THE STATE CONTRACTOR OR BUILDF~R SHALL FOLLOW THE CERTIFIED HOME ENERGY RATER REPORT. °`NRU TORK AND r"AT'AM RESULARLT ENSAISED IN TME PRACTine SCALE: DATE: DRAy'N e� OF ARrI ITECT1RE.1 CERTIFT THAT THC DRALUIN'SS SUM1 ITTED""DER ARCHITECT IS NOT RESPONSIBLE FOR THIS. g R ;6'�"A STAMAI E'ES�REPARE;UUr ER r.DIREST b4EET NO. 3 THIS 15 THE RESPONSIBILITY OF THE HOMEOWNER t BUILDER T„E NEw TORK"AEE"CATI°"LAW. °F ARTICLE Ise NC SCALE 3-15-4020 ENERGY CONSERVATION CGDE. ELECTRICAL WIRE " TOP PLATE ENERGY CONSERVATION NOTES: EXPANDING FOAM SEALANT/ CHAPTER 1: SCOPE AND ADMINISTRATION: FIRE STOP R 104 INSPECTIONS: WALL STUD RiD4,4 APPROVED INSflECTION AGENCIES, THE CODE OFFICIAL IS AUTHORIZED TO ACCEPT REPORTS OF THIRD PARTY INSPECTION AGENCIES NOT AFFILIATED WITH THE BUILDING EXPANDING FOAM SEALANT CED PERIMETER DESIGN OR CONSTRUCTION, PROVIDED SUCH AGENCIES ARE APPROVED AS TO CONTINUOUS BEAD OF SEALANT QUALIFICATIONS AND RELIABILITY RELEVANT TO THE BUILDING COMPONENTS AND SYSTEMS DRYWALL CEILING RI D FOAM DRAFT STOP SEALED /� /� n� RECESSED LIGHTING FIXTURE AROUND PENETRATING BAFFLES AI RSEAL LOCATIONS (RECES5ED LIGHTING) AI RSEAL LOCATIONS (ELEC. PLATE PENETRATION) 8106,2 APPLICATION OF REFERENCES, REFERENCES TO CHAPTER OR SECTION NUMBERS, OR TO PROVISIONS NOT SPECIFICALLY IDENTIFIED BY NUMBER, SHALL BE CONSTRUED TO NOT TO SCALE NOT TO SCALE CEILING DRYWALL TAPED TO CHAPTER 4: RESIDENTIAL ENERGY EFFICIENCY: WALL DRYWALL 8401 GENERAL: FLUE DRYWALL CAULKED,GLUED OR GASKETED TO TOP PLATE 8401,2 COMPLIANCE, PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING INTERICIR CHASE WALLS HIGH TEMPERATURE t�INDO SPECIFICATIONS: SEALANT 1. SECTIONS 8401 THROUGH 8404, PIPE PENETRATION 2. SECTION 8405 AND THE PROVISIONS OF SECTIONS R401 THROUGH 8404 LABELED TWO HALVES OF FIRESTOP "MANDATORY,."( NAILED IN PLACE 3, AN ENERGY EATING INDEX (ERI) APPROACH IN SECTION 8406 EXPANCING FOAM AT PERIMETER OF PIPE DRYWALL CAULKED,GLUED OR 8402 BUILDING THERMAL ENVELOPE: TYPE U VALUE SHGC VISIBLE LIGHT GASKETED TO BOTTOM PLATE TRANSMITTANCE 8402,1 GENERAL (FIRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE SHALT. MEET THE CONTINUOUS BEAD OF SEALANT BOTTOM PLATE CAULKED OR REQUIREMENTS OF SECTIONS 8402,1.1 THROUGH 8402,1,5 CASEMENT 0.31 0.31 0.50 GASKETED TO SUBFLOOR 8402,1,2 INSULATION AND FENESTRATION CRITERIA, THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE 402,1,2, BASED ON THE CLIMATE ZONE AWNING 0.31 0.30 0.49 SUBFLOOR GLUED,CAULKED SPECIFIED IN CHAPTER 3, SEALANT,ADHESIVE OR GASKETED TO RIM JOIST 8402,4 AIR, LEAKAGE (MANDATORY), THE BUILDING THERMAL ENVELOPE SHALL BE � OR GASKET DOUBLE HUNG 0.32 0.29 0.48 EXTERIOR INSULATED ` CEILING DRYWALL TAPED TO CONSTRUCTED TO LIMIT THE AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF WALL SECTION R402,4,4 THROUGH R402,4,4, GWB CEILING WALL DRYWALL 8402.4,1,2 TESTING, THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS (LSKYLIGHT AMINATED) 0.55 0.40 0.66 AIRSEAL LOCATIONS (CHASE WALLS) DRYWALL CAULKED,GLUED OR HAVING AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE GASKETED TO TOP PLATE ZONES I AND 11, AND THREE AIR CHANGES PER POUR IN CLIMATE ZONES 3 THROUGH 8, FRENCH DOOR NOT TO SCALE AI RSEAL LOCATIONS (CHIMNEY FLU E) 8403 SYSTEMS: (HINGED) 0.33 0.22 0.35 NOT TD SCALE BOTTOM PLATE CAULKED OR 8403.1 CONTROLS (MANDATORY), AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR FRENCH DOOR EACH SEPARATE HEATING AND COOLING SYSTEM, (GLIDING) 0.33 0.24 0.39 GASKETED TO SUBFLOOR 8403,3,1 INSULATION (PRESGRIPTIVE), SUPPLY AND RETURN DUCTS 1N ATTICS SHALL BE pp INSULATED TO A MINIMUM OF R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R6 TA©LER 402.1.E WHERE LESS THAN 3 INCHES IN DIAMETER, SUPPLY AND RETURN DUCTS IN OTHER N DIAMETERPORTIONS FTHE OR GIUILDING SHALL REATTER AND R-4BE INSULATED To,2 WHERE LESS T AN 3NIMUMINCH of NDIAMETER-ro WHERE 3 INCHES INSULATION AND FENESTRATION REQUIREMENTS RIM JOIST SEALED WITH SPRAY FOAM RIGID INSULATION SEALED AT ALL FOUR SIDES 8404 ELECTRICAL POWER AND LIGHTING SYSTEMS: BY COMPONENT FIREPLACE ENCLOSURE BOTTOM PLATE/RIM JOIST CAULKED OR 8404,1 LIGHTING EQUIPMENT (MANDATORY), NOT LESS THAN 15 PERCENT OF THE LAMPS INSULATED TO T.O. GASKETED IN PERMANENTLY INSTALLED LIGHTINCs FIXTURES SHALL BE NIGH-EFFICACY LAMPS OR NOT GLAZED WOOD SECOND FLOOR CEILING RIGID INSULATION LESS THAN 15 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CLIMATE FENESTRATION SKYLIGHT FENESTRATION CEILING FRAME WALL FIRESTOP BLOCKING PREFABRICATED CONTAIN ONLY HIGH-EFFICACY LAMPS, ZONE U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE INSULATED CHIMNEY SUPPORT BLOCKING FOR R40ro ENERGY RATING INDEX COMPL-IANCE ALTERNATIVE: 4 EXCEPT 20 OR THIN PROFILE STRUCTURAL ZIP TAPE OR EQUIVALENT MARINE 0.35 0.55 0.40 49 13+5 SHEATHING R40(o,Co,2 COMPLIANCE REPORT, COMPLIANCE SOFTWARE TOOL-S SHALL GENERATE A SEALANT OR ADHESIVE REPORT THAT DOCUMENTS THAT THE ERI OF THE RATED DESIGN COMPLIES WITH SECTIONS SEALANT OR ADHESIVE THIN PROFILE STRUCTURAL R4063 AND 8406.4, THE COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING MASS FLOOR BASEMENT SLAB CRAWL SPACE SHEATHING AS ENCLOSURE LINER INFORMATION: WALL R-VALUE WALL R-VALUE WALL R-VALUE R-VALUE AND DEPTH R-VALUE PREFABRICATED FIREPLACE I, ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING, RIGID INSULATION WITH WOOD BLOCKING 2, AN INSPECTION CHECKLIST DOCUMENTING THE BUILDING COMPONENT TAPED AND SEALED JOINTS DRAFTSTOP CHARACTERISTICS OF THE RATED DESIGN, THE INSPECTION CHECKLIST SHALL SHOW 8/13 19 10/13 10,2 FT. 10/13 SEALANT OR ADHESIVE RESUL-TS FOR BOTH THE ERI REFERENCE DESIGN AND THE RATED DESIGN, AND SHALL ZIP TAPE OR EQUIVALENT AROUND FOUR EDGES DOCUMENT ALL INPUTS ENTEREDBY THE USER NECESSARY TO REPRODUCE THE ALL JOINTS RESULTS, AI RSEAL LOCATIONS (EXTERIOR WALL) 3, NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT, SEALANT OR ADHESIVE 4, NAME AND VERSION OF THE COMPLIANCE REPORT. NOT TO SCALE U ffm ZIP JAPE OR EQUIVALENT ALL JOINTS TYP.DUCT GA. 24 ALUMINUM SHEET NON EXPANDING FOAM RIGID INSULATION SEALANT HANGER METAL CLADDING FOR SEALANT OR CAULK EXPOSED DUCT ONLY R-8 FIRE RETARDANT \/�/X/�/� DUCT INSULATION WITH AI RSEAL LOCATIONS (WINDOWS) %/ / / / / / //�//� ALUMINUM FOIL VAPOR BARRIER. BUBBLE WRAP NOT TO SCALE \� INSULATION NOT PERMITTED \/ \ HOT WATER PIPE TYP.AIR DUCT ZIP TAPE OR EQUIVALENT FOR AIR SEAL MIN R-3 PIPE INSULATION ADHERED TO PIES AS DESCRIBED IN R 403.5.3 TYP. DUCT INSULATION TYP. HOT WATER PIPE INSULATION AIRSEAL LOCATIONS (PREFABRICATED FIREPLACE) I NOT TO SCALE NOT TO SCALL` NOT TO SCALE EAGLE DRAFTING t CONSULTING, INC. 618 2ND PLACE *�"/ MOTES 4 DETAILS GARDEN CITY SOUTH, NEW YORK 11530 �QF PLANS COMPLY WITH, 2020 RESIDENTIAL CODE OF NEW YORK STATE KURT JACOBS ARCHITECT 2020 ENERGY CONSERVATION CONSTRUCTION CODE Or- NEW YORK STATE 201 NORTHWEST DRIVE i NFPA STANDARD "THE NATIONAL ELECTRIC CODE" SUITES AND AWC WFGM•2018 FARMINGOALE, NEW YORK 11135 gasp 516-663-0150 R3� 4� 2020 RESIDENTIAL CODE OF NEW YORK STATE p 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE RATING MUST BE DONE BY A CERTIFIED HOME ENERGY }RZATER. 1.KURT JA006S R.A..L<:ENSE NO,01101'CERTIFY TWAT I An A RE2ISTERED ARSHI nT,(JULY LICEN E:J TO PRACTICE IN THE STATE NOT ALIS UNLESS SIGNED CONTRACTOR OR BUILDER SHALL FOLLOW THE CERTIFIED HOME ENERGY RATER REPORT, OF NEW YORK AND THAT I RESULARLY ENSASM IN TME PRAETICE SCALE: DATE: DRAWN uY: OF ARCHITECTURE,I CERTIFY THAT TWE DRAWIN^-S SUISllTTED UNDER SCALE: ARCHITECT IS NOT RESPdNSIBLE FOR THIS, —PRO'EllONAL STAMP WAVE SEEN PREPARED UNDER MY DIRE^T s4EET N7, t3 4 3uPERYIEI ON IN ACCOROANIM WIT.:THE REOUIREMENTS OF ARTICLE 111 NO SCALEy-Irj-�G%40 THIS IS THE RESPONSIBILITY OF THE HOMEOWNER 4 BUILDER OF TWE NEw YORK STATE EMU ATION LAW"