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Home My WebLink About48322-Z �O��Of SO(/Tyolo Town of Southold * * P.O. Box 1179 io 53095 Main Rd urm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45780 Date: 11/20/2024 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1365 Donna Dr Mattituck, NY 11952 Sec/Block/Lot: 115.-16-13 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/22/2022 Pursuant to which Building Permit No. 48322 and dated: 09/22/2022 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: additions and alterations, including deck, garage conversion to living space and "as built" alterations, to existing single family dwelling with unfinished basement. The certificate is issued to: NoFo Haven LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48322 08/05/2024 PLUMBERS CERTIFICATION: Terrence Hamilton 10/02/2024 0 Aut or' ed ignature �p�S�FF TOWN OF SOUTHOLD BUILDING DEPARTMENT o. x TOWN CLERK'S OFFICE o • 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'WORKAUTHORIZED) Permit#: 48322 Date: 9/22/2022 Permission is hereby.granted to: Andrews, Jonathan 1366 Donna Dr Mattituck, NY 11952 To: legalize "as built" alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1365 Donna Dr, Mattituck SCTM #473889 Sec/Block/Lot# 115.-16-13 Pursuant to application dated 9/22/2022 and approved by the Building:lnspector. To expire on 3/2312024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $438.40 CO-ALTERATION TO DWELLING $50.00 Total: $488.40 Building Inspector OF SO(/lyo ,moo �o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(�D-town.southold.ny.us Southold,NY 11971-0959 COU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Mangiamell Address: 1365 Donna Dr city:Mattituck st: NY zip: 11952 Building Permit#: 1 48322 Section: 115 Block: 16 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Primary Electrical Solutions License No: 58071 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 65 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water 30A GFCI Recpt 10 Wall Fixtures 12 Smoke Detectors 3 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 45 CO Detectors Sub Panel A/C Blower 3 Range Recpt 50A Ceiling Fan Combo Smoke/CO 4 Transfer Switch Step Lights 6 Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 3 Switches 34 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 200A Panel 40 Circuit/ 38 Used, Fridge, Oven, DW, Hood, Toekick Heaters (2) Notes: Two Story w/ Unfinished Basement Inspector Signature: - ` Date: August 5, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex ��* Telephone(631)765-1802 54375 Main Road ® P. O. Box 1179 EC lUr �J Southold, NY 11971-0959 If BUILDING DEPARTMENT "g� s`� E nrtment TOWN OF SOUTHOLD CERTIFICATION Date: O 4o Ip r 21 a 0 Z,H Building Permit No. Owner: \A (Please print) Plumber: n C �l i (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of i No Pu I'c, ounty LAURA TAGLIALAVORE Notary Public-State of New York NO.OITA6292450 Qualified in Nassau County My Commission Expires Nov 4,2025 I i 1 OF 50UlyOlo 3 r 1 / -- TOWN OF SOUTHOLD BUILDING DEPT. 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) [ ] ELECTRICAL (FINAL) [/ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ,moo vir,- -i-O -fit 1G Ae„r� DATE `L Z INSPECTOR OF 50UlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT N [ FOUNDATION 1ST [ PLBG. [ ] OUNDATION 2ND [ NSULATION/CAULKING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ("V AD-vi Wpv_x.�9, ov-v**"' w6 44 4b DATE INSPECTOR IFA OF SOUIyOIo ' l G"5 2� /lr/-✓ f # # TOWN.OF SOUTHOLD.BUILDING MEPT. 631-765-1802 INSPECTION ' [ ] . FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Jj ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6o�°-Y D2. U�IlP�11 C)41, ' 2 �nLv w 4c L�L-,l �� G&n LIM DATE 2 INSPECTOR OF SO ' TOWN OF SOUTHOLD BUILDING DEPT. CO 631-765-1802 qg�yv -INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND . . . [: ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: 0 &ftA WQ#�n&Mli 6 - l0 �h • aA fe v Y QA-J DATE JQW INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS 3 Z3 m t ov-lb FOUNDATION(1ST) 4eAAC✓ ---------------------------------- 1 [ FOUNDATION(2ND) z 0 W' H ROUGH FRAMING& 1 PLUMBING H W INSULATION PER N.Y. STATE ENERGY CODE FINAL J ADDIT ONAL COMMENTS 2� � �2 1 v lz 6 / - sec -4- 105-7 sq u(4- dq AnQr 0areg l� b H N z x d b H =oSgurt�otxcoG 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) 765-9502 htti)s://www.southoldtownny.aov Date Received APPLICATION. FOR BUILDING PERMIT For Office Use Only AUG 0 8 2022 PERMIT_NO. Building Inspector: BUILUINU ULr7 TOWN OF SOUTHOLD Applications and.forms,must be filled out in their entirety Incomplete applications will`r'ot be accepted Where.the Applicant.is not the owner,an Owner'sAuthorization form{Page 2)=shall be completed Date: ;.OWNER(S)OF-PROPERTY Na me: '2 - ` �`'7 SCTM#1000-j�S,o o- Project Address: Phone#: Mailing Address: CONTACT PERSON.. ' Name --ey-v-w- -A-s (� 41 Mailing Address: w IN Nuwt Cen M,bfi - Phone#• (,1 I= Email: s DESIGN PROFESSIONAL INFORMATION Name:. 4/ Mailing Address: ��- .-�®b /Ca C/hone#' k Email / .r i6'� ..�1. r!....�� RZ."Pi r , 'CONTRACTOR INFORMATION: e , ^e {Name ' Mailing Address: go® ��tir, 0�. /lf --- Phone#: (ate �i_p_ - - - - Email �-M e f er✓ G°..v! ,DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition VAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ • (0 Ob Will the lot be re-graded? ❑Yes 21ko Will excess fill be removed from"premises? ❑Yes No 1 PROPERTY INFORMATION ' Existing use of property: . dp Intended use of property: Zone or use district in which premi es is situated: Are there any covenants and restrict' ns with respect to this property? ❑Yeso IF YES, PROVIDE A COPY. Check i3ox After Reading The owner/contractor/design professional is responsible forraii drainage and"storm water issues'as provided Cha ter 236 of the Town Code:.APPLICATION IS HEREBY MADE to 0h qu"Ildin [)e artment for the'Issuance;ofa Buildin Permit ursuant to the Buildin Zone P g. P g P g Ordinance of the Towin of Southold,Suffolk County,New Yolk and other applicable Laws,Ordinances or Regulations;forth6 construction of buildings, additions,alteration§or for'removal or,demolitlan as herein�described The applicant agrees to,comply with:all applicable laws;ordinances building code,„ housing code and regulations and to admit author ed inspectors on piemises.and m building(s)for necessary inspections False statements made'herein are punishable,as a Class.A misdemeanor.pursuant;toSection 230 45'of the New York State:Penal Laivi3: Application Submitted By(print name): �q.�:� ,° ElAuthorized Agent caner Signature of Applicant: �un IX . �VO Date: STATE STATE OF NEW YORK) SS: COUNTY OF _ �� VC ) d, I 02� 1 ! being duly'sworn,deposes and says that(s)he is the applicant:, . (Name of individual sign i ontract)above.named, (S)he is the ��!i•>(\..� (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 (O day of 20 � ,/(/i� G'�vl/� Notary Public VICTORIA A FERREMI' PROPERTY.OWNER AUTHORIZATION - Notary Public-State of New York (Where the applicant is not the owner) NO.01FE6430360 Qualified in-Suffolk County My Commission Expires Mar 14,2026 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 i �SufFat BUILDING DEPARTMENT- Electrical Ins t r FFR 1 TOWN OF SOUTHOLD xTown Hall Annex- 54375 Main Road - PO Box 1 XIJ11%U�P� Southold, New York 1197.1-0959 6Jo rgniinrptim . ® t Telephone (631) 765-1802 - FAX (631) 765-9502 rogerresoutholdtownny. oc ov--seand a@southoldtownny.aov' APPLICATION FOR ELECTRICAL INSPECTION- ELECTRICIAN INFORMATION (All Information Required) Date; l Company Name:, Electrician's Name:; License No.. Elec. email request a Elec. Phone No: ❑I n email copy of Certificate of Compliance Elec. Address.: t0 JOB SITE INFORMATION. (All Information Required) Name: .LI Ch l4%1.i 11 l Address:. QIg Cross Street: _:wt . , _ _ - -- -- - Phone No.: (P31 b Bldg.Permit#: L 1(V1Gt'I l ✓� - - -- Tax',Map_District: 1000 Section: Block;,, Lot_, J _ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly):: Square Footage Circle AII That Apply: Is job ready for inspection?: YE&n NO Rough In EJ Final Do you need a Temp Certificate?: YES�O Issued On Temp Information:, (All information required) Service Sizea1 Ph E3 Ph Size: _ A #Meters. . , Old Meter# ❑New Service❑Fire Reconnect;❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals.i 1_ 2 : . .H Frame. Pole Work done on Service? Y FIN Additional Information: PAYMENT_DUE'WITH,APPLICATION b 123 F0LU ilso Re C,4f 103?$q �P�#- �{ g 322 • . D . Et I V E BUILDING DEPARTMENT- Electrical Inspector UL " 3 2024 TOWN OF SOUT "OLD' o Town Hall Annex- 54375 Main Road - PO Box 1.179 ding Department Southold, New York 11971-0959 y • o�fown of Southold Telephone (631) 765-1802 - FAX (631) 765-9502 la mesh na southoldtown y gov — seand( southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO RMATION (All Information Required) ,Date: . Company Name: ``J�� Electrician's Name: -� �,'S LAgl- License No.: 17';.Z/ 'lV Elec. email r,°�mi R e S L u.'j: fc2.,7-7 Elec. Phone No: 7?c) Ot request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) b Name: IJ AV'j j Address: /3 6 S Cross Street: Phone No.: Bldg.Permit#: L 2 email: Tax Map District: 1000 Section: S Block: 6 Lot: ! _ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: .- Is job ready for inspection?: ®. YES ❑ NO —] Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Informatio (All information required) Service Size Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame EJPole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION lE D r94 -�-�-4V Vic. [b� �� PERMIT# Ad re s: Switches v __;s Outlets f GFI's IO .�., Surface l Sconces ) 2 H H's Lt Fri g HW POOL Fans Mini Fr. W/D Panel �/ Pump Exhaust I Oven 5b,-ey Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond . Lights Heat Pucks ERV HOT TU B/SPA Inst Hot DeHum Transfer Disc Combo . . II Cooktop Minisplit Blower I � AC A --Hood Blower 3 Amps Have Used �, Service p l?� ` - `� . Sub Amps Have Used Comments &-k Ne�J 1 Forte C4 afl-y D it q, I T7 I i 1// r BUILDING DEPARTMENT-Electrical Ins R,, r TOWN OF SOUTHOLD 1, o Town Hall Annex - 54375 Main Road - PO Box 1 1 Xuamudikipf `n Southold, New York 11971-0959 4T"ni.D ►„ ;, y dam,s} Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny gov-- seand@southoldtownny.gov •;7 f.= APPLI.CATI FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All ormation Required) Date: I Company Name:. Electrician's Name: �( ( A N o License No;:QI l00I SR Elec. em OV h .v-t CA - Elec. Phone No: � ❑I reques n email copy-of Certificate of Compliance Elec. Address.: a I;p JOB SITE INFORMATION (All Information Required) Name: a y1 i a V1 -L6 Address: I.'6 Vl e M. I 1 Cross Street: �JeAk) Svt4yMJ-V! r�[ a— Phone No.: Lo-31- _ (DO Bldg.Permit#: Z email:MCIM)1 YY1al l 0K" Tax Map District: 1000 Section: Block: I Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Prin Clearly): U V� S uare Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �O Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 n2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Re C14 l 03 7 gg ISP4 11 S 52 2 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments BUILDING PERMIT SUMMARY APPLICATION SUBMISSION DATE:08/08/22 SCTM#1000-115.00-16.00-013.000 PROPERTY ADDRESS: 1365 Donna Drive, Mattituck, NY 11952 HOME OWNERS: David Mangiameli and Higer Abdallah The general project categories are as follows: 1-Exchange of a bearing wall for placement of a low steel girder, per architectural drawing provided The exchange of the first floor bearing wall for a steel girder, relies on a 26' 3 Y2" low steel I-beam girder, mounted on two steel posts that seat on foundational concrete footings. 2-Expansion of a downstairs bathroom, per architectural drawing provided The preexisting first floor bathroom will expand northerly for 3'to accommodate a new shower utility 3-Replacement and expansion of a mounted deck, per architectural drawing provided 4- Upgrading electrical service and removal of noncompliant exposed wires by a licensed/insured compliant electrician,who is still to be determined,followed by and in accordance with Southold Town Electrical Inspection J M&I l L �_ Cell - 6-3 5-7 P� x S- F7 A�/W J AJ -76 3 I. JOSHUA P. WICKS P.L.S. SURVEYED BY:I.R.W. DRAWN BY:D.T.O. JOB NO:IRW22-ozg0 P.O. BOX 593 Center Moriches. N.Y. 11934 JoshuaRWicks@gmail.com #631-405-8108 GRAPHIC SCALE o z z ryo) tcm 3(,) O S 87019'20" E 182.00' LOT 62 5/ �� Ey a PPOPEM a R c'sTOaa°E EE o i s Lot 61-r14-p of abs V°""UW IF pq °bs ° � Deep Hole Creek Estates [T1 C� I xDou �71 y FdeA. k zl 20,1965 -lkip&k256 __ cv Sll[IAfE IN—GROUND POOL MAfAl1YX,Tawcr X> U12 . N 34.5' 5irfGLKCaiVrY,AMYaK I�[I ])a4' j ASPmT OF&MY o — 1 sTY— woao oFa °'" `� DOE ,,ry' 4.1 WS.PATIO ' .`uffA Canty tax Map No.: W fi9• 17.D °' I 1000-115.00-16.00-00.000 4y FRA. T£ ��M ig STEPS (s%aj M 5MWP!06/17/2022 5C ZW-3O' O I FRA r...- 4.4' 49.9• :,•./.,.y5,4'v.+.,.% SHEDI "T O i" (9 ) C� �a LOT 61 O O I—. Q OLM PLANTERI 4'XDOD EE r^ R. U2N I 0 6 9M' t LOT 60 ss s 4'—LOX FE ---_- °s s v N 83020,40" jr LOT 59 LOT AREA 182-44' 21.572.90 S.F. I 0.60 ACRE(S) II ' F• —— - OF NEW THERESA DRIVE C12 0-P R. °�� GUARANTEED TO. * �� DAVID MANGIAMELI& HIGER ABDALLAH FIDELITY NATIONAL TITLE INSURANCE SERVICES J.P. MORGAN CHASE BANK, N.A. tiQ 051p2g ysf0 LAND SV� C CKED 1 UNWOIOPo2p NTTt WWN ON ADOOWN TO THB SURJEf YAP BEWNG A UCMEO LAND SURYE %SEAL 5 A VWL1tION.W SM WN 7=i.SUB-W WN 2.OF NEW YORR s TE EOIIGTWN W.(2)ONLY BOUNOARf SVRhY YIJ+S WIH]HE SURaEY0R5 N[WssEO s NEE CENUP2 TRUE.0 Em'ECT COPES OF THE SURVEYOR•s D •ORK AND CPKWN.(0)CERIOTGPONs ON T1 BOUNMRY EURuEY a.P 11NT OIE NAP WAS PN)pMEO W 1CCOItOINCE VTiH 1HE WENMSTWO COOS OP PRACTICE FM L/ND SUR.ilS ADMM By tNE NEW YORIt STATE ASSOCIATION OF F'AOVESyWUL LINO SVR/ElORS.1 C THE CNTIMAii 1S UMM TO KPR 'S FOR VHOO THE BGINNiTY RN4El•LW 5 PRDP AED.10 THE THE CO~.TO THE CWERNNDRAL AGENCY.AHD TO ME LENWND UBODRWN USTED ON TNB BWNOARY SUF.1'OAP.(4)ME CEANIV.TIONF`.NEPFJN NiE iiOT 11W!' tE IS) LOG1roN Of UNOERGROUNO hNrtOYNG'TS OR ENCrtMCMOENtS N!NOT ALWA NNOWN ACID OF1EN WST%EsnN M. W AW WttRf&DL4 D LOmOVNFM3.ENCROACHL¢MS E-T OR ME SNOnN.OO:HrtwWL4 Z ON ENCROYNNE.TS OE NOT CMAM ITT TWs SU ..(S)THEOFFSET(OR O vRF 4S)�NEREON Mo.THE STRU,RES TO THE PROPERTY LINM ARE FOR A SPCCIPC PURPOSE AND USE MO THEREFORE ME NOT 1WO=0 TO WU THE ERSRON OF RNCES,RETWWO WAiLs.POOLS.PAMS PIN AREAS,AOOCWNS TO BIPtDR1 AND AW DM TYPE Of CONSTRUCTION.(7)I—ERtt COPIER NONWiMS VEAE NOT'SET u PORT OF O V..(el 1H5 SURVEY VAS PEW.R w WDH A TR M M MMIC TOTAL STNION.(0 THE E ISYE OF Po OF vAM-T/m EASNENiS cF RECORD f AW.NOT—ARE NTIT OURNREEO. M1DD ACC) ® CERTIFICATE OF LIABILITY INSURANCE DATos/o6,22 ) 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 endorsements. PRODUCER ACT NAME: Dale Bonocore&Michael Bonocore A.J.BONOCORE AGENCY,INC. PHONE 631 234-6696 Fvc No): 223 Wall St#148 AXREss• mafthowbonoocre@ajboncoore.com Huntington,NY 11743 INSURE S AFFORDING COVERAGE NAIC# INSURER A: American Southern Home Insurance Company 41998 INSURED INSURER B: American Family Home Insurance Company 23460 Tebbens Steel,LLC INSURER C: Ace American Insurance Company 22667 INSURER D: Crum&Forster,The North River Insurance Co. 21106 800 Buman Blvd. INSURER E: Calverton NY 11933 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 SUBR POLICY EFF POLICY EXP LIMITS L POLICY NUMBER M /DD IDDIYYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE FRI OCCUR PREMISES EaE occurrence) $ 100,000 X Contractual Liability MED EXP(Any oneperson) $ 6,000 A X Primary&Non-Contributory Y Y 88ASGL0000187 02/09/22 02/09/23 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X JECTPRO LOC PRODUCTS-COMP/OP AGG $ 2,000,000 PRO- X OTHER: productskompleted operatio $ AUTOMOBILE LIABILITY Ea a."d.ntSINGLE LIMIT $ 1,000 000 X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED Y Y 8BA6CA0000278 02/09/22 02/09/23 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY tDAMAGE $ AUTOS ONLY AUTOS ONLY Per acciden X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 C EXCESS LIAB CLAIMS-MADE Y Y N10996723 006 02/09/22 02/09/23 AGGREGATE $ 4,000,000 DED RETENTION$ $ WORKERS COMPENSATION YIN OTH- AND EMPLOYERS'LIABILITY X I STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 D OFFICER/MEMBEREXCLUDED? YI N/A Y 408-743443-8 07/01/22 07/01/23 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project:220722s#1366 Donna Drive,Mattituck,NY 11962. The Certificate Holder is Additional Insured as their Interest may appear. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE David Mangiameli THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 687 ACCORDANCE WITH THE POLICY PROVISIONS. Medford,NY 11763 AUTHORIZED REPRESENTATIVE 01988-2016 ACOFkd CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AP R. VED AS NOTED DATE: B.P.# 3 Additional FEE: _ BY: Certification NOTIFY BUILDING DEPARTMENT AT May Be Required. 765-1802 8 AM TO <I PM FOR THE 'FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL = CONSTRUCTION MUST --PLO BE.COMPLETE FOR C.O. '.ALL PLUMBING WASH.:- • ALL CONSTRUCTION SHALL MEET THE &.WATER UNES-NEED��`- REQUIREMENTS OF THE CODES OF NEW ING:SEFORE COVERING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION: COMPLY WITH ALL CODES OF ON-LEAD CONTENT BEFORE NEW YORK STATE & TOWN CODES CERTIFICATEOFOCCUPANC AS REQUIRED AND CONDITIONS OF SOLDER USED IN WATER SUPPLY SYSTEM CANNO EXCEED 2110 OF 1% LEAP S d 6 �ING BOARD SJN TRUSTEES N,... , G OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAT OF OCCUPANCY ELECTRICAL ONSPECTION REQUIRED CARPENTRY AND LUMBER: TABLE R301.2(1) NOTES: 2020 RESIDENTIAL CODE of NEW YORK STATE 1.ALL LUMBER AND CONNECTIONS SHALL BEIN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATt. - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA t44,d LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLFS, WIND DESIGN SUBJECT TO DAMAGE ` HANGERS,ECP,REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH GROUND SEISMIC WINTER AIR MEAN AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WIND EXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEV YORK LOAD (MPH) EFFECTSk REGION' DEBRIS ZONE"' CATEGORY CATEGORY WEATHERING DEPTH TERMITE` TEMPe HAZARDS9 INDEX TEMPI STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE 20 PSF <140 NO NO YES B B SEVERE 36" 1 MOD TO HVY 11° F X 618 52,1° F NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. MANUAL J DESIGN CRITERIA' GENERAL NOTES: CONCRETE WORK: 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHEFWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 1.CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN DN CORRECTION FACTOR TEMPERATURE TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK.REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,F13-850 PSI UNLESS OTHERWISE SHOW ON 40'N 12.5° 84° 1 70° 75° DRY BULB 63°WET BULB 57.5° ENGINEER XECUTIONANDC AND COMPLETION CONDITIONS TIONOFTHEWOCHMAYINTERFEREWITHOROTHERWISEAFFECTORPREVENTPROPER TO BE REINFORCED WITH W.W.F.6x6101t0. DETAILS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY SYMBOL LEGEND EXECUTION AND COMPLETION OF THE WORK 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE IRCONYS,OSHA,AND THE 2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE DIFFERENCE HEATING COOLING WET BULB LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. MESH SHALL CONFORM TO ASTM A185 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 9 15 7.5 71.5° M 30% 45%-55% APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICK 4ND __ 3.ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ALL WALL PLYWOOD TO BE 1/2"THICK. I I I-I I I-I,II I DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE LATEST ACI BUILDING CODE,ACI 318 AND AC[315. For Sk 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. [11-III-III-III= EARTH MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required forweathering shall govern. REQUIRED BY THE CODE. 4.FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS CI AMC2 The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined N-1 -67':*`r'�;=:�: POURED CONCRETE FOR WATER-BOURNE PRESERVATIVE TREATMENT. from ASTM C34, C55, C62,C73, C90, CI29, C145,C216 or C652. t ` '?'n'" * OR $" CMU BLOCK }..3 4. DO NOT SCALE THE DIRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,T 5.ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACT BUILDING CODE. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(I),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depthr;s;;r"`4 FOR CLARIFICATION. 36"BELOW FINISHED GRADE. 5.GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL 5.WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL column with the minimum depth of footing below finish grade. EXISTING STUD WALL SLOTS,SLEEVES,AND/OR OTHER OPENINGS TOBE COORDINATED AND SET BEFORE POURING CONCRETE. 6.A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TD 13E LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST 3E c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history oflocal subterranean termite damage. SUBMITTED FOR REVIEW. d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301 .2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance TO REMAIN 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: with Section R301.2.1 .4. (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR ITIE SAFE INSTALLATION OF NEW 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF e.The outdoor design dry-bulb temperature shall be selected from the columns of 971 __ ___ EXISTING STUD WALL CONSTRUCTION. 1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. /2-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D TO BE REMOVED 7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED ASPER TA13LE M1505.4.4:PROVIDEASWTTCH- LOAD-BEARING CONCRETE BLOCK GRADE N.ALL MASONRY UNITS SHALL HAVE A MIND"COMPRESSIVE STRENGTH OF temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official. [Also see Figure R301.2(1 ).] CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM I9TERI+ITTENT OR 20 CFM CONTINUOUS. 1000 PSI.MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. NEW 2X 4 OR 2X 6 TYPES MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. 8. ALL INTERIOR SURFACES g. [NY]To establish flood hazard areas, each community regulated under Title 19, Part 1203 of the Official Compilation of Codes, Rules and Regulations of the State of New York(NYCRR)shall adopt a STUD WALL @ 16" O.C. 2 8. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH A "THICK GYPSUM WALLBOARD..COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 518"THICK FIRECODE GYPSUMM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"7Ti[CK MOISTURE flood hazard map and supporting data.The flood hazard map shall include, at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL 3E USED Study for the community,as amended or revised with: JOISTS 9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. i.The accompanying Flood Insurance Rate Map(FIRM), @ 16"O.C. JOISTS ABOVE 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON CORROSIVE TRUSS-TYPE METAL APPROVED BY THE ii. Flood Boundary and Floodway Map(FBFM),and ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED VITH iii. Related supporting data along with any revisions thereto. 5 CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. A5 SECTION / DETAIL UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. 10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 RCONYS. WHERE h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3. 1, R905.7.3.1 and R905.8.3.1,where there has been a history oflocal r amage from the effects of ice damming,the jurisdiction shall MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO.". VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION AT INTERVALS NOT EXCEEDING 8'VERTICALLYINAN APPROVED MANOR. L The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 10G-year(99 percent)value on the National Climatic Data A5 BUILDING SECTION OPENINGS SHALL NOT BE LESS THAN I SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI Center data table"Air Freezing Index-USA Method(Base 32° F)." SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR TOOLED JOINTS AS The jurisdiction shall fill in this a DIRECTED BY ARCHITECT. 11. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACESAS PER j 1 part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezinc Index-USA Method (Base 32°F)." _ I1. PROVIDE ATTIC ACCESS AS PER SECTIONR807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN SECTIONS R602.8 AND R1001.12 OF THE RCONYS. k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the ' WINDOW 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER ANDOTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. AND INSTALLED INSTRICCS ACCORDANCE WITH TIE NEWYORKSTATEFIREPREVENTION,BUILDING,ANDENERGYCODES. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATIONIN I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2 OF THE RCONYS. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO requirements. Otherwise,the jurisdiction shall indicate"NO"in this part of the table. - --- - ELEMENTS ABOVE 7.FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION m. In accordance with Section R301 .2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indica`.e"NO"in this part of the table. 12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WHTI A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established crteria determined by the jurisdiction. AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. STRUCTURAL STEEL: o. [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 .2(6)for sites at elevations up b 1,000 feet. Sites at elevations above 1,000 feet shall have - GIRDER / HEADER ABOVE 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS:THE MAXIMUM RISER HEIGHTSHALL their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS STALL BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE 01'APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED FINAL PAYMENT 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM n POST DOWN EDITION OF THE AISC SPECIFICATION. CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON BOTH TIDES. INTERCONNECTED COMBINATION 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK. SITE TO BE KEPT IN BROOM CLEAN CONDITION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND r-, SD SMOKE AND CARBONMONOXIDE THROUGHOUT ALL PHASES OF WORK. A307 BOLTS WITH LOCK WASHERS. `(y CO DETECTORS AS PER R314 OF THE 16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF RCONYS AND 915 OF THE IFCONYS COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE.BRACE,PLUMB,AND LEVEL ALL MEMBERS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR AND BOLTS TO ENSURE RIGIDITY. . 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. AND SECURE WITH SUFFICIENT NAILS, MAINTAINING JOB SITE SAFETY DURING THIS PHASE ACCEPTANCE BY OWNER OF WORK&SHALL COMPLY WITH ALL APPLICABLE 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED B.PROVIDE SOLI)SURFACES AT ALL CORNERS AT LEAST 1 O WIDE IN BOTH DIRECTIONS FOR SECURING AT LEAST TWO FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY ON DRAWINGS. DRYWALL,ETC.CH EN SURFACES WITH FRAMING MEMBERS OR WITH 2-WOOD BLOCKING SECURED WITH AT LEAST TWO 8DNAILSATEACHEND. BUT NOT LIMITED TO BUILDING CODES,OSHA CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL MOISTURE PROTECTION: C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL MATERIAL REMOVAL&DISPOSAL.BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. THE CONTRACTOR SHALL INDEMNIFY&HOLD 21.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN S TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND HARMLESS THE OWNER,THE ARCHITECT,AND SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER OR CONSTRUCTION OF THE WORK. 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO THEIR AGENTS&EMPLOYEES FROM AND AGAINST POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO 124.$6 S 020 40 40" W ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 22, THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO 13E DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS STRICT ACCORDANCE WITH THE RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: ARISING OUT OF OR RESULTING FROM ANY OF THE SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. ITEMS LISTED ABOVE. 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. EXIST 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. EXIST ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 2.PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER � SHED SHED THE CONTRACTOR SHALL VERIFY ALL FIELD 3. FRAMING TO SUIT WORK OF OTHER TRADES. 4,FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS 24.ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS:AGGREGATE GLAZING SHALL NOT BE 4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY INCLUDING ALL CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4"/"OF OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... THE FLOOR AREA BEING VENTILATED. I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C. 25.ASSUME A SOIL-BEARING CAPACITY OF I TON AS PER TA13LE R401 A.I OF THE RCONYS.ANY UNSTABLE SOIUSUBSURFACE FLASH WITH APPROVED MATERIALS AT ALL INTERSFCTIVG ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES. LOCATE END CONDITIONS WHICH MY AFFECT TIIE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE FLASHING WITH CARPENTRY,MASONRY,AND ROOTNG TRADES. THE ARCHITECT SHALL BE HELD HARMLESS N ANY JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED, AGENCY FOR ANY"ERRORS&OMISSIONS"ON CONTINUATION OF WORK. 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWING,DOUBL&INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. SHALL BE SIMILARLY INSTALLED. a THESE DOCUMENTS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSEi. w 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER 6. CAULK AND SEAL WITH APPROVED MATERIAL AIL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS I � I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: SMOKE IS 24"O.C. O "METHODS&MEANS"OF CONSTRUCTION. THE BARRIER AGAINST PASSAGE OF MOISTURE AND AIRAT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY I i_ I ARCHITECT IS NOT RESPONSIBLE FOR FIELD OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT INCLUDING H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING SURFACE. EXISTING w SUPERVISION. CRAWL SPACES AND UNINHABITABLE ATTICS. FINISHES: IN-GROUND °) 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDW IT,ETC..ARE TO BE SUBMITTED TO OWNER/ARCHTTECT FOR APPROVAL 15.ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER W POOL W 28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE PRIOR TO INSTALLATION. APPROVED EQUAL OVER SUBFLOOR.FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF Z 3 RCONYS. 3/4"PLYWOOD SUBFLOOR. p O 2.DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED N CD 29.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK.ANY AND SPACKLED(3 COATS)READY TO PAINT. ALL CANERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS 16.ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN a) I OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING ACOMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, T_ O ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. o I I I ;v ,��RE D A?o 3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'31'PSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) ap M �00 5 AN 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NDT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL �11 K F �� I THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED Ali NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. TABLE R301.5 TABLE R301.7 Z nI r 31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE " MINIMUM UNIFORMLY ALLOWABLE DEFLECTION � � ,f", -1 L" 4.PROVIDE 5/8 TYPE X GYPSUM BOARD IN GARAGEON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. " CLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS ANLCEILING AND ONALL SHAFT WALLS. DISTRIBUTED LIVE LOADS (PSF) OF STRUCTURAL MEMBERS I I ".s , 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTORSk -I. OR SUBCONTRACTORS NOR SHALL HFJSHEGUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. PLUMBING. USE LOAD STRUCTURAL MEMBER DEFLECTION I NEW 31.9' i I "9 �19743-� O�� 1.PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 TO STEPS PROPOSE)UNIHABITABLE ATTICS WITHOUT STORAGE 10 �O �} 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TOTHE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE INSTALLATION. FINISHED CEILING NOT'ATTACHED TO RAFTERS WOOD DEW _ F [�,lE UNIHABITABLE ATTICS WITH LIMITED STORAGE 201. ARCHITECT PRIOR TO CONTINUATION OF THE WORK. &STEPE � [1` 1 7 i ,' "^ 'w HABITABLE ATTICS AND ATTICS 30 I 1''I i'-, 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. T E W 32.7' �,o„�{� � a � 34.BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE& SERVED WITH FIXED STAIRS INTERIOR WALLS AND PARTITIONS H/180 RESCUE OPENING AS PER SECTION R310 OF THE RCONYS:EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT 3. INSULATE ALL WATER PIPING. BALCONIES EXTERIOR AND DECKS 40 rM 46,6,/j// j O STEPS AID C n 8 9�I� I r. t MORE THAN 44^ABOVE TILE I LOON AND SHALL HAVE A MIN MUM NET CLEAN OPENING OF 5 SQUARE FEET. FIRE ESCAPES 40 FLOORS U360 I EX6TING I I,. - � `--.-�-� 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAFFER 25 OF THE RCONYS. GUARDS AND HANDRAILS 200 E >!o * ' CEILINGS WITH BRITTLE FINISHES U360 I co; 2 YORY 1, .....,f .. DEhI 35.PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION R308.4 OF I rn 1 111,-:.- 1,1„- GUARD IN-FILL COMPONENTS 50 N: FIAME s LO THERCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION LINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. INCLUDING PLASTER AND STUCCO O s 1 STY �c14 11- PASSENGER VEHICLE GARAGES 50 ( ) / RES3ENCE % d• AN // Proposed Interior Alteration for the: 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE RCONYS. 6.ALL WORK SHALL BE DONE IN ACCORDANCE WITI ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE ROOMS OTHER ER THAN SLEEPING ROOMS 40 00 R #365 N NEW YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. SLEEPING ROOMS 30 CEILINGS WITH FLEXIBLE FINISHES U240 T_ 26 1 Mangiamell Residence .,.. 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO STAIRS 40 (INCLUDING GYPSUM BOARD) _ FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND 13ETWEEN A TOP STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF HEATING AND COOLING: 34.9' ON 2 ..5' R/O #13 6 5 Donna Drive THE RCONYS.MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION RIDOI OF THE RCONYS. ALL OTHER STRUCTURAL MEMBERS U240 1.PROVIDE FORCED HOT WATER BASEBOARD HEATJG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR, I Mattituck NY 119 5 2 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS: OPENINGS BETWEEN THE GARAGE AND EXTERIOR WALLS-WIND LOADS H/360 I LINE OFCANT'LF I I � RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE.DUCTS IN 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. WITH PLASTER OR STUCCO 2N D FL(O R Town of S outho 1 d THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE : W CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WHERE PARTITIONS 3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. R3O 1.2.2.2 '' County o f Suffolk EXTERIOR WALLS-WIND LOADS H/240 ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. WEIGHTS OF MATERIALS (PSF) WITH OTHER BRITTLE FINISHES b) of HAVE A 3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE of 0 RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM BOARD. DEAD ELECTRICAL: USE ItI Q OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY LOAD EXTERIOR WALLS-WIND LOADS H/120 1 C/J 1.ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY CODE. I I W S CTM #: 1000 - 115 - 16 - 13 VERTICAL SEPARATIONS. REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. COMBINED ROOF AND CEILING ASSEMLIES 15 PSF WITH FLEXIBLE FINISHES W 39. HABITABLE SPACES SHALL COMPLY WITH SECTION P303 OF THE RCONYS. FLOOR ASSEMBLIES 10 PSF I I I 40. PROVIDE6MILPOLYETHYLENEVAPORBARRIERUNDERCONCRETESLABS. 2.POWER AND LIGHTING DISTRIBUTION SYSTEMSTO COMPLY WITH NECA,THE NATIONAL BOARD OFF'IREUNDERWRITERS, EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF LINTELS SUPPORTING MASONRY U600 i � Issued: Approval AND ALL STATE AND LOCAL STANDARDS. INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF VENEER WALLS 41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. - Cover Sheet SITE WORK: 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. _ _ _ _ ` _ _ _ - -- �- - 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES 112.20' ; N 020 40' 40" E 200.47' AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. THESE PLANS HAVE BEEN DESIGNED Keri Kazel Architecture 2.LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAINSHALL BE SAVED. RETAINED TREES 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, FOR COMPLIANCE WITH THE: SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH V OF TREE DIAMETER 1.2020 RESIDENTIAL CODE OF NEW YORK STATE DONNA DRIVE SUBJECT TO FIELD ADJUSTMENT. STORAGE OF(INSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED.THERE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2.2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 2 Windemere Court SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE 3.WIND DESIGN COMPLIANCE AS PER P.O. Box 169 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN INSTALLATION. 2020 RESIDENTIAL CODE OF NEW YORK STATE Spe011k,NY 11972 SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 Phone: 631-874-2925 7.ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF SOUTHOLD CONSTRUCTION STANDARDS, PLOT PLAN ROT PLAN INFORMATION OBTAINED Fax: 631-874-7377 uI- S.4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN IO DRAWINGS OR 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. FROM A SURVEY DONE BY keri kazel architects.corn WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS 1 EQUINE CHANGES IN FOOTING ELEVATIONS. RCNYS SEC R322,AND ASCE 24 14. 9.LABEL PANEL BOARD OF ALL CIRCUITS. 6. ENGINEERED WOOD PLACARD NOTES REQUIRED ON PLANS SCALE: 1" = 20'-O" DATED R.WICKS P.L.S. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING PER TITLE 19 NYCRR PART 1265.4 - DATED 6-17-2022 D ate: August 3, 2022 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPIvIIENT TO AVOID DAMAGE TOTIiE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK PIPING,ETC...TO AVOID CONFLICT. 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES. WATERPROOFING.ADEQUATELY BRACE WALLS PRIOR TO BACKIILL. 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Scale: As noted 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PRITARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. I Prof e ct N o. t46'-6"NEW WOOD DECK 3-2x 8 P.T. GIRDER NOTES: SIMPSON H2.5A HURRICANE TIE R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE ANCHORED TO 6x 6 PRESERVATIVELY TREATED. 1" 1" 1" 1" P.T. POSTS. SEE DETAIL @ EACH DECK JOIST TO GIRDER " 9-0- s'-0- „ 9'_V2 9'_V2 CONNECTION AS PER SECTION 8 2 2 9-0 2 2 8 THIS SHEET. R317.3.1 FASTENERS. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE- OF THE RCONYS RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, 6x 6 P.T. POSTS STAINLESS STEEL,SILICON BRONZE OR COPPER. - - - -- - - - - - - - - - -- - - - - - - - - - -- - - -- - - — — — —— — — —— — — — — — —— — — —— — — — — ANCHOREDTO P.T. DECK JSTS EXCEPTION: ONE-HALF-INCH DIAMETER OR GREATER STEEL BOLTS. 1 _ _ _ _ _ __ ____ _ _ __ _ _ __ _ _ __ _ _ _ _ _ __ _ _ __ _ _ _ _ — —2x 12 P.T.STAIR 16"DIA.SONOTUBE - - - -- - - --- - -- - — I PIERS.SEE DETAILS AS PER TABLE R507.6 I 1 — STRINGERS @ OF THE RCONYS SEE I I - - --- - - -- - - - - - -- - - -- - - — — — —— — — — — — — -- -- -- — — THIS SHEET PLAN FOR SIZES - -- - - -- - -D- - - - - - - - - co LOW WOOD DECK BEAM AS PER TABLE o ALL NEW POURED CONCRETE FOUNDATION WALLS,AND FOOTINGS TO HAVE A MINIMUM 1 I I 1 - R507.5 OF THE COMPRESSIVE STRENGTH OF 3,500 PSI AND SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT I I I I RCONYS SEE PLAN o 7PERCENT BY PERCE T AS PER TIABLE R4402.2 OF THE RCONE OF CONCRETE)SHALL OS BE LESS THAN 5 PERCENT OR MORE THAN I 1 I 1 W U I I I I SYMBOL LE G E N D FOR SIZES o N I I I I 0 - 1 1 1 1 N SIMPSON BC6 POST °e o v 1 i 1 1 " 9'-01" 9'-0�" a 9'-0�" 9'-01"ZD I 1 I I ti Y W I 18 2 2 s 0 aU 2 2 8" 1 U III=III=III=1 EARTH w I-1 11=1 1=1 I I CAP @ EACH 6x 6 POST o I X I I w AS PER SECTION R507.4 " ( 1 I `� ai ( I I o <: R401.4.1 GEOTECHNICAL EVALUATION. O I �::;:< �>N POURED CONCRETE OF THE RCONYS. O I I I w o I o :; .,�. iL_; IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES 1 — — — — — z _ I I I '=:2+} ':'__ ;; OR 8" CMU BLOCK 6x 6 P.T. POST AS PER TABLE — IN TABLE R401.4.1 SHALL BE ASSUMED. w i I 1 — — — — _115EP)— R507.4 &SECTION R507.4.1 OF z I 2x 8 P.T.LEDGER I I I Z EXISTING STUD WALL THE RCONYS TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS o 1 1 2x 12 P.T.STAIR 2x 12 P.T.STAIR - TO REMAIN ° ( 1 1 1 STRINGERS @ POSITIVELY ANCHORED STRINGERS @ SIMPSON ABU66Z d a° CLASS OF MATERIAL (POUNDS PER SQUARE FOOT) 1 1 12"O.C. SEE DETAIL THIS SHEET 12"O.C. 1 _ EXISTING STUD WALL STANDOFF POSTS BASE "" d I ° LOAD-BEARING PRESSURE N 1 I 11 SIMPSON DTT1Z LATERAL LOAD 1 I I L---- --� @ EACH 6x 6 POST AS PER , , ° d ( I I 1 CONNECTION @ 4 LOCATIONS MIN. TO BE REMOVED SECTION R507.4.1 OF THE al� ' ° ° ° SAND,SILTY SAND,CLAYEY SAND, ' SILTY GRAVEL AND CLAYEY GRAVEL 2,000 1 1 ( 1 PER LEDGER AS PER FIGURE I I 1 1 NEW 2x 4 OR 2x 6 RCONYS. ° d ° 1 I R507.2.3(2)OF THE RCONYS. SEE 1 1 .0 d ° (SW,SP,SM,SC, GM AND GC) I I I 1 DETAIL THIS SHEET. i i 1 1 STUD WALL @ 16" O.C. I 1 I 1 JOISTS JOISTS ABOVE 2" DIAMETER ANCHOR ° ° d ° a ` ° z � 6'O.C. BOLT EMBEDDED 7" MIN. m ° e 0 z I - — EXISTING WINDOW — —� U � � - - _ _ �1 5 SECTION / DETAIL Cn A5 W W = 16" DIA. SONOTUBE a ~ \ s-1 PIERS TO 36" BELOW CO o EXISTING o A5 BUILDING SECTION GRADE AS PER SECTION ° d ° z M 4"SLAB U_ o d a° 'd m N WINDOW I �� ,�-- WINDOW R507.3&R507.3.2 OF d 2 � ABOVE X `r° EXISTING ter -it THE RCONYS °< ° d, M W INO U) z �- I ° <d ° EXISTING 8"P.C. FOUNDATION x O —— — — — ELEMENTS ABOVE ° ° WALL ON EXISTING 16"x 8"P.C. w ° a FOOTING d — GIRDER / HEADER ABOVE d° c — — — — e — — E HSS 32"x 32"x 4"SQUARE HOLLOW POST DOWN HSS �"x �" 1" ARE HOLLOW _ TUBE STEEL COLUMN WITH WELDED — 3- x 10 x THICK STEEL TOP PLATE INTERCONNECTED COMBINATION S 32 32 x 4 SQUARE EXISTING 3-2x 10 LOW EXISTING 2 DECK ANCHORING DETAILS -_ - —1 ��SD SMOKE AND CARBONMONOXIDE TUBE STEEL COLUMN WITH WELDED WOOD GIRDER ON 3"DIA. WINDOW WELDED TO STEEL GIRDER ABOVE& 32"x 10"x 2"THICK STEEL TOP PLATE — STEEL COLUMNS ON EXISTING t6'-101 EXISTING"CLG. HT. 72"x 10"x 2"THICK STEEL BOTTOM CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS NTS AS PER SECTION R507 WELDED TO STEEL GIRDER ABOVE& — — —1 24"x 24"x 12"DEEP P.C. FOOTINGS z PLATE WELDED TO OFFSET HSS COLUMN OF THE RCONYS '„ 1„ 0 UNFINISHED „ 72 x 10 x s THICK STEEL BOTTOM p �? BASEMENT PROVIDE 4-1 DIA.x 12 DEEP GRADE SS 47 PLATE WELDED TO CENTERED HSS COLUMN _j O BOLTS DRILLED AND EPDXIED INTO CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR PROVIDE 4-1"DIA,x 12"DEEP GRADE SS EXISTING STAIR CO EXISTING FOUNDATION WALL BELOW MAINTAINING JOB SITE SAFETY DURING THIS PHASE BOLTS DRILLED AND EPDXIED INTO x OF WORK&SHALL COMPLY WITH ALL APPLICABLE EXISTING FOUNDATION WALL BELOW c� O FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING z � BUT NOT LIMITED TO BUILDING CODES,OSHA 2"DIA.x 4"LONG c p EXISTING REGULATIONS.LIFE SAFETY CODES, &HAZARDOUS -� MATERIAL REMOVAL&DISPOSAL. GALV. LAG SCREW w HEATING WITH GALV.WASHERS EQUIPMENT THE CONTRACTOR SHALL INDEMNIFY&HOLD STAGGERED IN 2 ROWS _ EXISTING N HARMLESS THE OWNER,THE ARCHITECT,AND 4.5"MIN. FOR 2x 8 GARAGE O O O � SLAB THEIR AGENTS&EMPLOYEES FROM AND AGAINST 6.5"MIN. FOR 2x 10 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES `n 7.5"MIN. FOR 2x 12 O O O ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. 16"O.C. z THE CONTRACTOR SHALL VERIFY ALL FIELD 2"MIN. MAX CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE PRESSURE-PRESERVATIVE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. TREATED(P.T.)LEDGER OVER EXISTING UNEXCAVATED 2"CDX FIR PLYWOOD SHEATHING. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON DECK LEDGER TO BOX THESE DOCUMENTS. BEAM ATTACHMENT DETAIL —— — — — — — — THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE —— — — — — — — ARCHITECT IS NOT RESPONSIBLE FOR FIELD NTS AS PER FIGURE R507.9.3(1) SUPERVISION. OF THE RCONYS EXISTING FOUNDATION PLAN RED AR SCALE: 1"=1'-0" 1 DIA.x 4"LONG 1/2"CDX FIR PLYWOOD GALV.LAG SCREW �..� @ SHEATHING. 1 16"O.C.WITH GALV. 1 �►: ''�i / l' WASHERS STAGGERED ALUM FLASHING FOR ' V l I IN 2 ROWS AS PER TABLE WATER TIGHTNESS R507.9.1.3(1)&R507.9.1.3( P.T. LEDGER SEE PLAN OF THE RCONYS. FOR SIZES. OF NEB P.T. DECK JOISTS AS PER TABLE R507.6 OF THE RCONYS SEE PLAN FOR SIZES BOX BEAM 6-SD#9 x 12"SCREWs Proposed Interior Alteration for the: Mangiameli Residence OR 8-10d x 12"NAILS. POOR JOISTS LAN FOR SI ES 13 65 Donna Drive ° Mattituck NY 11952 3"MIN.TREAD SIMPSON DTT1Z LATERAL PENETRATION °d ' LOAD CONNECTION @ 4 Town of Southold LOCATIONS MIN. PER LEDGER AS PER FIGURE R507.9.2(2)OF County of Suffolk 4 THE RCONYS 8"SDWH TIMBER-HEX HDG SCREW INTO TOP PLATE, SCTM #: 1000 - 115 - 16 - 13 STUDS, OR HEADER Issued: Approval DECK ATTACHMENT FOR Foundation Plans LATERAL LOAD DETAIL Keri Kazel NTS AS FIER FIGURE R507,9.2(2) , Architecture OF THE RCONYS 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: August 3, 2022 Scale: As noted Project No. A2 NOTES: 001 ±46'-6"NEW WOOD DECK X. DN TERRACED STEPS TERRACED STEPS TO GRADE TO GRADE SYMBOL LEGEND NEW Y w WOOD DECK R11 =III=III=1EARTH o1 I I-1 I -1 I I 0 (COMPOSITE DECKING) o POURED CONCRETE 0 DN� °N ° OR 8" CMU BLOCK �} z z EXISTING STUD WALL 9 q TO REMAIN LD NEW 36"x 36"NEO-ANGLE EXISTING STUD WALL SHOWER PAN WITH TEMPERED TO BE REMOVED GLASS DOOR AND PARTITIONS NEW 2x 4 OR 2x 6 EXISTING EXISTING NEW 60x 68 STUD WALL EXISTING SLIDING PATIO DOOR WINDOW WINDOW SLIDING @ 16" O.C. PATIO DOOR JOISTS % @ 1s"U.C. JOISTS ABOVE NEW 2x 6 CEILING \ 1 J L I i NEW 2-2x 10 HEADER O O JOISTS @ 16"O.C. • i DW I REF i 5 FLUSH WITH EXISTING ,'�' ENLA GED r i A5 SECTION DETAIL EXIST cc S-1 BATH @±8-1 A.F.F. _ � � I L, EXISTING EXIST aD F- � r 6,_7"BATH KITCHEN °o C3 A5 BUILDING SECTION HALL EXISTING I I REIAODELED I I i i I LL co EXISTING BATH BEDROOM #1 I I FAM'LY ROOM °0 ° DINING EXISTING O EKISTING lbEXIST ISLAND � � AREA WINDOW � I � N � BAY WINDOW — -- VAULTED I I "� PANTRY I 11 z L J (FILING co o — —— — — ELEMENTS ABOVE x � - -- - - ALIGN NEW ±26'-31" GIRDER LENGTH i w V�J L E,CISTING WALL WITH I 2 i i EXISTING WALLS SKYLIGTHS EXISTING i i TO BE REMOVED — GIRDER / HEADER ABOVE EXISTING EXISTING T ___ __—-------______— _---___----______ — _____ HSS32 x32 x4 SQUARE HOLLOW ® POST DOWN ______ CLOSET CLOSET DN n ----- ---` TUBE STEEL COLUMN WITH WELDED HSS 32'x 32 x 4"SQUARE HOLLOW i i NEW W12x 53 LOW 32"x 10"x 2"THICK STEEL TOP PLATE INTERCONNECTED COMBINATION TUBE STEEL COLUMN WITH WELDED i i STEEL GIRDER. SEE WELDED TO STEEL GIRDER ABOVE& <,?�SD SMOKE AND CARBONMONOXIDE i EXIST 32"x 10"x 2"rHICK STEEL TOP PLATE i DETAIL THIS SHEET. 72"x 10"x 2"THICK STEEL BOTTOM `,ICO DETECTORS AS PER R314 OF THE LIN WELDED TO STEEL GIRDER ABOVE& PLATE WELDED TO OFFSET HSS COLUMN IRCONYS AND 915 OF THE IFCONYS EXISTING EXISTING WALLS 0 72"x 10"x 2THICK STEEL BOTTOM PROVIDE 4-1"DIA.x 12"DEEP GRADE SS " STAIR TO BE REMOVED p U PLATE WELDED TO CENTERED HSS COLUMN BOLTS DRILLED AND EPDXIED INTO CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR p PROVIDE 4-1"DIA.x 12"DEEP GRADE SS EXISTING FOUNDATION WALL BELOW MAINTAINING JOB SITE SAFETY DURING THIS PHASE BOLTS DRIILED AND EPDXIED INTO x o OF WORK&SHALL COMPLY WITH ALL APPLICABLE EXISTING FOUNDATION WALL BELOW EXISTING N U Z-) EXISTING MASONRY FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING EXISTING LIVING Z +i FIREPLACE BUT NOT LIMITED TO BUILDING CODES,OSHA ING AREA 520 REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS BEDROOM #2 FOYER XMATERIAL REMOVAL&DISPOSAL. EXISTING Up w BEDROOM #3 EXIST i i THE CONTRACTOR SHALL INDEMNIFY&HOLD CLOS HARMLESS THE OWNER,THE ARCHITECT,AND EXIST ' t THEIR AGENTS&EMPLOYEES FROM AND AGAINST CLOS EXISTING i i ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES GARAGE ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. 117 THE CONTRACTOR SHALL VERIFY ALL FIELD - -- - --J CONDITIONS AND NOTIFY THE ARCHITECT OF ANY EXISTING EXISTING BOX WINDOW CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE DOOR RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. EXISTING EXISTING SECOND FLOOR PLAN COVERED THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON PORCH THESE DOCUMENTS. SCALE: 1"=1'-O" NO CHANGES PROPOSED ❑ THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. EXISTING FIRST FLOOR PLAN I RED ARC SCALE: 1"=1'-O" ALL DIMENSIONS SHOWN ARE±AND SHOULD EXISTING 2x 4 STUD AN �5 k 'Sjl, WALLS ABOVE BEVERIFIED WITH EXISTING CONDITIONS ON SITE. NOTIFY ARCHITECT WITH ANY DISCREPANCIES. EXISTING 2x 8 FLOOR �. _�.,�: JOISTS @ 16"O.C. AL DIMENSIONS ARE TAKEN FRJM FACE OF STUDS(U.O.N.) EXISTING 4"PLYWOOD T 0 743-� Off" SUBFLOOR �OF AL_EXTERIOR HEADERS TO BE 3-2x 6 MIN. 7-7 AL INTERIOR HEADERS TO BE 2-2x 6 MIN. UNLESS OTHERWISE NOTED. I AL FRAMING LUMBER TO BE DOUG FIR#1 UNLESS OTHERWISE NOTED. Proposed Interior Alteration for the: Man iameli Residence I I NEW' SHEETROCK #13 65 Donna Drive NEW W12x 53 LOW STEEL GIRDER PAC Mattituck, NY 11952, OUT WEB FOR SHEETROCK Town of Southold = NAILER WITH 2x 12 RIPPED z I I I I TO WIDTH ABOVE. County of Suffolk II II w LZ (I i EXISTING 2x 4 STUD z Q I I I I WALL TO BE REMOVED SCTM #: 1000 - 115 - 16 - 13 II II D r II II w +i II II Issued: Approval co II II II II DETAIL AT NEW LOW GIRDER Floor Plans II II SCALE: 1"=1'-0" Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: August 3, 2022 Scale: As noted A3 1 Project No. CARPENTRY AND LUMBER: TABLE R301.2(1) IDE N T I AL CODE of NEW YORK STATE 1. ALL LUMBER ANDCONNECfIONSSHALLBEINACCORDANCEWITHTHE2020RFSIDENTIALCODEOFNEWYORKSTATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTES:2020 REST LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER AIR MEAN HANGERS,ECT.,REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WIND EXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OFLEWYORK LOAD (MPH) EFFECTSk REGION ' DEBRIS ZONE'" CATEGORY CATEGORY WEATHERING DEPTHb TERMITEc TEMPe HAZARDS9 INDEX' ��d TEMP' ENDP,/" T STATE. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE 20 PSF <140 NO NO YES B B SEVERE 36" MOD TO HVY 11 o F X 618 52.1°F NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. MANUAL J DESIGN CRITERIA "m--On GENERAL NOTES: CONCRETE WORK: 2. ALL STRUCTURAL FRAMING LUNHIER SHALL BE#2 OR BETTERHEM-FIR,FE1450 PSI AND E=1,300,000 PSI UNLESS 0IIIERWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 1.CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON CORRECTION FACTOR TEMPERATURE SYMBOL LEGEND TO INSURE THE PROPER STRENGTH,ITT,AND LOCATION OF WORK.REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON 4O'N 12.5° 84' 1 70' 75' DRY BULB 63'WET BULB 57.5* ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER TO BE REINFORCED WITH W.W.F.6X64 0/1 0. DETAILS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY EXECUTION AND COMPLETION IONSALL OF THE WORK. 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE DIFFERENCE HEATING COOLING WET BULB 2.ROD REINFORCEMENT BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615.60. REINFORCEMENT EARTH 2. ALL CONSTRUCTION SHALL COMPLY FULLY WT17I THE��PPLICABLE PROVISIONS OF THE IRCONYS,OSHA AND THE REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 0 0 o I-I I-I I I-I LOCAL TOWN OR VILLAGE BUILDING CODE LATEST EDITION. MESH SMALL CONFORM TO ASTM A185 AND A82. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"THICK AND 9 15 7.5 71.5 M 30/0 45/o-55/0 1= III-� I-�I�_ 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM(TO THE REQUIREMENTS OF THE ALL WALL PLYWOOD TO BE 1/2"THICK. ' '`' POURED CONCRETE LATEST ACI BUILDING CODE:,ACT 318 AND ACI 315. p l 4,"DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. ,t. �,��fi MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY I 4.WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. '_ OR 8 CM U BLOCK REQUIRED BY THE CODE. 4.FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined FOR WATER-BOURNE PRESERVATIVE TREATMENT. from ASTM C34, C55, C62, C73, C90, CI29, CI45, C216 or C652. �---1 EXISTING STUD WALL 4.DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACT BUILDING CODE. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF FOR CLARIFICATION. 36"BELOW FINISHED GRADE. b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth TO REMAIN 5.GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL column with the minimum depth of footing below finish grade. SLOTS SLEEVES AN)/OR OTHER OPENINGS TO BECOORDTNATED AND SET BEFORE POURING CONCRETE. 6.A6 MIL THICK POLYETHYLENEVAPORBARRIERSHEETTOBELAIDUNDERBASEMENTORCELLARSLABSONGRADE. CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history oflocal subterranean termite damage. -- EXISTING STUD WALL SUBMITTED FOR REVIEW. d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301 .2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance --------� TO BE REMOVED 6. CONTRACTOR SHALL PROVIDE ALL TIIE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: with Section R301.2.1 .4. (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE:SAFE INSTALLATION OF NEW 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @84"O.C.MAXIMUM SPACING. SECURE BOTTOM CF e.The outdoor design dry-bulb temperature shall be selected from the columns of 971 CONSTRUCTION. 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. /2-percent values for winter from Appendix D of the Plumbing Code of New York State. Deviations from the Appendix D NEW 2x 4 OR 2x 6 LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF STUD WALL 16" O.C. 7.ALLBATtIROOMSANDPOWDERROOMSWTTHOUTNATURAI,VENTILATIONTOBEVI�VTEDASPERTABLED41505.4.4:PROVIDEASWITCH- temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official. [Also see Figure R301.2(1 ).] CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM ENTERMI7TENT OR 20 CFM CONTINUOUS. 1000 PSI.MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. TYPE S MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. JOISTS ' 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1l2"THICK GYPSUM WALL BOARD, g [NY]To establish flood hazard areas, each community regulated under Title 19, Part 1203 of the Official Compilation of Codes, Rules and Regulations of the State of New York(NYCRR)shall adopt a �' JOISTS ABOVE 8.REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE 2.COMMON FIREWALIS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 5/8"THICK FIRECODE GYPSUM WALLBOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 518"TMCK MOISTURE flood hazard map and supporting data.The flood hazard map shall include, at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. RESISTENT GYPSUM WALLBOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED Study for the community,as amended or revised with: 9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3. CONCRETE MtASONRY WALL RITNFORCEMIENT SHALL BE OF NON CORROSIVE TRUSS TYPE METAL APPROVED BY THE ON WALLS OR CEILINGS WHERE CERAAHC OR STONE FINISHED WILL BE USED IN BATHROOMS. i.The accompanying Flood Insurance Rate Map(FIRM), A5 SECTION / D ETAI L ii. Flood Boundary and Floodway Map(FBFM),and ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAYBE ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE ""16 O.C.WITH 1/2 PLYWOOD COVERED WITH CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION @ T Related supporting data along with any revisions thereto. 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. S-� UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. BUILDING SECTION 10.PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 RCONYS. WHERE h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3. 1, R905.7.3.1 and R905.8.3.1,where there has been a history oflocal damage from the effects of ice damming,the jurisdiction shall AS MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 19 IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." ' VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION I' AT INTERVALS NOT EXCEEDING V VERTICALLY IN AN APPROVED MANOR i.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data WINDOW OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI Center data table"Air Freezing Index-USA Method (Base 32°F)" SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR TOOLED JOINTS AS The jurisdiction shall fill in this art of the table with the mean annual tern DIRECTED BY ARCHITECT. 11.PROVIDE FIRISTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER J J p temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32"F)." 11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN SECTIONS R602.8 AND R1001.12 OF THE RCONYS. k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the _ _ _ _ _ 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM 6.FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED table with 'YES. Otherwise,the Jurisdiction shall indicate NO"in this part of the table. � - - - - - ELEMENTS ABOVE UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL 13E PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. AND INSTALLED IN STRICTS ACCORDANCE WITH THENEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULUION IN 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2 OF THE RCONYS. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO requirements. Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION m. In accordance with Section R301 .2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s). Otherwise,the jurisdiction shall indicate"NO"in this part of the table. - GIRDER / HEADER ABOVE 12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established crteria determined by the jurisdiction. ' AND MATERIAL SUPPLIERS,IN ADDITION TO TIE GENERAL CONTRACTOR. o. [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 .2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have STRUCTURAL STEEL: 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS:THE MAXIMUM RISER HEIGHT SHALL 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. ® POST DOWN BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. NOT BE LESS IT IEN WIN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED FINAL PAYMENT HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM INTERCONNECTED COMBINATION 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST HEADROOM SD SMOKE AND CARBONMONOXIDE c EDITION OF THE DISC SPECIFICATION. CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE �xy 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. LESS TITAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. CO DETECTORS AS PER R314 OF THE 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK.SITE TO BE KEPT IN BROOM CLEAN CONDITION 3.SHOP AND FIELD CONNECTIONS SIfALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND RCONYS AND 915 OF THE IFCONYS THROUGHOUT ALL PHASES OF WORK. A307 BOLTS WITH LOCK WASHERS. 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. A, ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. MANUFACTURERS,AND IN RECOMMENDATIONS WITH THE RCONYS,INCLUDING TILE FOLLOWING: MAINTAINING JOB SITE SAFETY DURING THIS PHASE COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE.BRACE,PLUMB,AND LEVEL ALL MEMBERS OF WORK&SHALL COMPLY WITH ALL APPLICABLE 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. BUT NOT LIMITED TO BUILDING CODES, OSHA ACCEPTANCE BY OWNER B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 1/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOOP,ING, REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLFS,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO MATERIAL REMOVAL&DISPOSAL. 19.THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE'WTIH THE MINIMUM'STANDARDS OF 2020 ENERGY ON DRAWINGS. SD NAILS AT EACH END. CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. THE CONTRACTOR SHALL INDEMNIFY&HOLD MOISTURE PROTECTION: C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL OPENINGS TWO FELT OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. HARMLESS THE OWNER,THE ARCHITECT,AND BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 1.FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH THEIR AGENTS&EMPLOYEES FROM AND AGAINST THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. D.TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 21.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ITT ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. OR CONSTRUCTION OF THE WORK. 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BEARUBBERIZEDASPHALTINTTEGRALLYBON)EDTO ARISING OUT OF OR RESULTING FROM ANY OF THE 124.86' POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO S 020 40' 40" W ITEMS LISTED ABOVE. 22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS, AND COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS M STRICT ACCORDANCE WITH THE _ _ _ _ _ _ _ _ SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: THE CONTRACTOR SHALL VERIFY ALL FIELD 23.THESE CONSTRUCTION DOCUMENT'S,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 3.TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. EXIST EXIST CONDITIONS AND NOTIFY THE ARCHITECT OF ANY ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 1 2.PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. I SHED SHED CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS 3. FRAMING TO SUIT WORK OF OTHER TRADES. ( RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS: AGGREGATE GLAZING SHALL NOT BE INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,MPS,RIDGES,AND 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... I 11 I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY THE FLOOR AREA BEING VENTILATED. FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND AGENCY FOR ANY"ERRORS&OMISSIONS"ON 25. ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE RCONYS. ANY UNSTABLE SOIL/SUBSURFACE FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL F.ALOSUBNG SU ORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS. IN NAIL WITH JA COMMON NAILS LOCATE O.C. FLASHING WITH CARPENTRY,MASONRY,AND ROOFING TRADES. ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE TEND THESE DOCUMENTS. CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO 7HE JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED, CONTINUATION OF WORK. 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. SHALL BE SIMILARLY INSTALLED. V) THE CONTRACTOR IS SOLEY RESPONSIBLE FOR o- I "METHODS&MEANS"OF CONSTRUCTION. THE UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. W 26.FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF 11IE RCONYS. G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAM AT RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS OVER F-. ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS I W 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS:SMOKE 6. CAULK AND SEAL WITH APPROVE)MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE IS 24"O.C. O SUPERVISION. ` ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARA E SLEEPING AREA IN THE IMMEDIATE VICINITY BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. I 1- i0 OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT INCLUDING 11. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING SURFACE. EXISTING 06 CRAWL SPACES AND UNINHABITABLE ATTICS. FINISHES: IN-GROUND oO 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 15. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 314"UNDERLAYMENT BOARD OR OTHER W POOL w 28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE PRIOR TO INSTALLATION. APPROVE)EQUAL OVER SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF Z RCONYS. 3/4"PLYWOOD SUBFLOOR O O 2.DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED 04 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AND SPACKLED(3 COATS)READY TO PAINT. ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVE)METAL BEADS 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM TILE WEATHER WITH A TARPAULIN a) I I `- 5'(tiRE D A cy� '1 OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, o I N �j� �� AN k �� I ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. I o .L n� 3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD. BATHROOM WAILS(TO BE PAINTED OR WALL PAPERED) 00 M 30.THE OWNER AND ARC'IITECT HAVE THE AUTHORITY T'0 REJECT WORK THAT DOTS NOT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL pp e�►. 4 / �• ' THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. TABLE R301.5 TABLE R301.7 Z I t _ ,, , * r ,, � . 31.7HE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE " MINIMUM UNIFORMLY ALLOWABLE DEFLECTION 4. PROVIDE 5/8 TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. �_.` .� CLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. DISTRIBUTED LIVE LOADS (PSF) OF STRUCTURAL MEMBERS I I �' T�O743-��0� 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING: I LIVE ALLOWABLE OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. I USE LOAD STRUCTURAL MEMBER DEFLECTION I NEW 31.9' I F NE 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE UNIHABITABLE ATTICS WITHOUT STORAGE 10 RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 0 11 TO STEPS PROPOSED %' 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE INSTALLATION. I UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 FINISHED CEILING NOT ATTACHED TO RAFTERS WOOD DECK tRCHTTECf PRIOR TO CONTINUATION OF THE WORK, &STEPS HABITABLE ATTICS AND ATTICS 30 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. INTERIOR WALLS AND PARTITIONS H/180 NEW 32.E 34. 3ASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE& SERVED WITH FIXED STAIRS �46 6'// TO STEPS RESCUE OPENING AS PER SECTION R310 OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT 3. INSULATE ALL WATER PIPING. BALCONIES(EXTERIOR)AND DECKS 40 00�000/li ; / MORE:HAN 44"ABOVE THE FLOOR AND SHALL HAVE A MITNIMUM NET CLEAN OPENING OF,5 SQUARE FEET. FIRE ESCAPES 40 FLOORS U360 I � I EXISTING 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. GUARDS AND HANDRAILS 200 �; 1 2STORY � - Proposed Interior Alteration for the: 35. PROVi.TF SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION R308.4 OF CEILINGS WITH BRITTLE FINISHES U360 GUARD IN-FILL COMPONENTS 50 N � FRAME Mangiameli Residence THE RCON.S: ALL GLASSLESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC PROVIDE COMPLETE INSTALLATION. INCLUDING PLASTER AND STUCCO ilm1 STY c� d' PASSENGER VEHICLE GARAGES 50 ( ) � i RESIDENCE � �f' 36. INSTALLATION,LOCATION,AND VENTILATION OF ALI.MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE RCONYS. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE ROOMS OTHER THAN SLEEPING ROOMS 40 I #1365 N NEWYORK STATE DEPARTMENT OFHEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. SLEEPING ROOMS 30 CEILINGS WITH FLEXIBLE FINISHES U240 i ,26.1,E 1365 Donna Drive 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO STAIRS 40 (INCLUDING GYPSUM BOARD) ___O _ FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF HEATING AND COOLING: 10 R/O M attituck NY 119 5 2 THE RCONYS.MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTIONR1001 OF THE RCONYS. 1. PROVIDE FORCED HOT WATER BASEBOARD IIEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. ALL OTHER STRUCTURAL MEMBERS U240 34.9' ft2O.5'P I Town of Southold 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS:OPENINGS BETWEEN THE GARAGE AND EXTERIOR WALLS-WIND LOADS H/360 I LINE OF CANT'L County of Suffolk RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. DUCTS IN 2. ALL BEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. WITH PLASTER OR STUCCO 2ND FLOOR I THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THEDWELLING FROM THE GARAGE SHALL BE 3 COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. R3O 1.2.2.2 I W INIM CONSTRUCTED OF A MHJM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NOOPENINGS INTO TIE GARAGE. WHERE PARTITIONS . LLS- ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL WEIGHTS OF MATERIALS PSF EXTERIOR R BRIT LE FINISHES LOADS H/240 b I Of HAVE A 3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. ( ) WITH OTHER BRITTLE FINISHES 0 S CTM #: 1000 - 115 - 16 - 13 DEAD RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BF,PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM BOARD. ELECTRICAL: USE LOAD � I Q OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE IEEE RESIDENCE IS OTHERWISE PROTECTED BY EXTERIOR WALLS-WIND LOADS H/120 I (� VERTICAL SEPARATIONS. 1. G LATIONSC405OFTHENE ELECTRICAL POWER DYORKS ATE ENERGYCALL LYWITHCHAPTER340FTHERCONYSANDWITHTFIENYSENERGYCODE. COMBINED ROOF AND CEILING ASSEMLIES 15 PSF WITH FLEXIBLE FINISHES I I W Issued: Approval REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. I I I � 39.HABITABLE SPACES SHALL COMPLY WITH SECTION RI03 OF THE RCONYS. FLOOR ASSEMBLIES 10 PSF W 2. POWER AND LIGHTING DISTRIBUTION SYST MS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF LINTELS SUPPORTING MASONRY U600 I Cover Sheet 40. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. AND ALL STATE AND LOCAL STANDARDS. VENEER WALLS I INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF 1 41. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. _ _ _ _ _ ^ _ SITE WORK: - - _ - - -\/` Keri Kazel Architecture 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES 112.20' N 020 40' 40" E 200.47' 5 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. THESE PLANS HAVE BEEN DESIGNED 2 Windemere Court 2. LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED.RETAINS)TREES 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, FOR COMPLIANCE WITH THE: P.O. Box 169 SHALL BE PROTECTED BY A 48"NIGH BARRIER SET 12"AWAY FROM THE THE TRUNK FOR EACH 1"OF TREE DIAMETER, INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 1.2020 RESIDENTIAL CODE OF NEW YORK STATE DONNA DRIVE SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED.THERE 2.2020 ENERGY CONSERVATION CODE OF NEW YORK STATE Speonk,NY 11972 SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. 6.PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE 3.WIND DESIGN COMPLIANCE AS PER �' I Phone: 631-874-2925 I •" I, (�' I'� i1 `�!` Fax: 631-874-7377 ' 3.IXCAVATEFOR FOOTINGS TOMIINIMUMI DEPTHS DROWN ONDRAWINGS.ENCOUMEREDSOIL TOBEUND[STURBFS,VIRGIN INSTALLATION. 2020 RESIDENTIAL CODE OF NEWYORK STATE ` ' �- 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF 1' ' ) MAR 2 4 ?�?3 ��{ I keri@kazelarchitects.com PLOT PLAN PLOT PLAN INFORMATION OBTAINED t 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR SOUTHOLD CONSTRUCTION STANDARDS, _ ' ''-T GARAGE 8.OUTLETANDSWITCHLOCATIONSSHALLCOMPLYWITHACCEPTEDPRACIICE,OUTLETS12'AFFANDSWITCHES42"AFF. FROMASURVEYDONEBY !'".:;"n.,,,• -.- Date: March 24 2023 WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. RCNYS SEC R322,AND ASCE 24❑ 14. ,i„ ' '' CONVERSION JOSHUA R.WICKS P.L.S. e rsti�.:.�T PJE'.�' � TO LIVING SPACE 9.LABE.PANEL BOARD OF ALL CIRCUITS. 6. ENGINEERED WOOD PLACARD NOTES REQUIRED ON PLANS " _ �I kT`Er':;;D 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING SCALE: 1 - 20-0 DATED 6-17-2022 Date: August 3, 2022 PER TITLE 19 NYCRR PART 1265.4 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES. WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKIILL. 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Scale: As noted 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN',PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. , Project No. 01 t46'-6"NEW WOOD DECK 3-2x 8 P.T. GIRDER NOTES. SIMPSON H2.5A HURRICANE TIER317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE ANCHORED TO 6x 6 PRESERVATIVELY TREATED. g'07.E g'_o-�� g�_o-�� g,_01.� P.T. POSTS. SEE DETAIL @ EACH DECK JOIST TO GIRDER 8" 2 2 9'-0" 2 11 2 8" THIS SHEET. CONNECTION AS PER SECTION R317.3.1 FASTENERS. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE .4"41 / - R507.6.1 OF THE RCONYS- RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, 6x 6 P.T. POSTS ANCHORED TO STAINLESS STEEL, SILICON BRONZE - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - — — — — — — — 16"DIA.SONOTUBE P.T. DECK JSTS EXCEPTION: ONE-HALF-INCH DIAMETER OR GREATER STEEL BOLTS. 1 —— — — — — — — — — — — — — — — — — — — — — — — — —2x 12 P_T. STAIR AS PER TABLE R507.6 1 1 STRINGERS @ - - - - -- -- - - - - — I PIERS. SEE DETAILS OF THE RCONYS SEE - - - - -- - - - - - - - - - - - - - - - - - -42"-o-6.- - - - - - - - - - - - - - I I THIS SHEET - - - - - - - - - - - - - PLAN FOR SIZES I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ I I CON LOW WOOD DECK � D - - BEAM AS PER TABLE o ALL NEW POURED CONCRETE FOUNDATION WALLS,AND FOOTINGS TO HAVE A MINIMUM I 1 1 I v l ( 1 i SYMBOL LEGEND R507.5 OF THE COMPRESSIVE STRENGTH OF 3,500 PSI AND SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT I I I RCONYS SEE PLAN (PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 I I I _ _ 7 PERCENT AS PER TABLE R402.2 OF THE RCONYS. _ FOR SIZES _ I W - I I I I _ [illif,=1 I-1 I I II N I I i I I N —11I—III-11I EARTH SIMPSON BC6 POST 0 9 ° w 1 I I 18„ 9'02" gf_2" g1_01, a 9'-02" 9'-2" 8"I I I I r` v ;; :: :.... POURED CONCRETE CAP @ EACH 6x 6 POST o 1 I I I X I I I == '> OR 8" CMU BLOCK AS PER SECTION R507.4 1 cn 1 I I "`'' ' ' „' R401.4.1 GEOTECHNICAL EVALUATION. O I f OF THE RCONYS. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES O I I w 0 I I O z _ _ I EXISTING STUD WALL IN TABLE R401.4.1 SHALL BE ASSUMED. 6x 6 P.T. POST AS PER TABLE w I I I 1 w TO REMAIN R507.4 &SECTION R507.4.1 OF TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS Z I I I 2x 12 P.T. STAIR 2x 8 P.T. LEDGER 2x 12 P.T.STAIR ( I I z EXISTING STUD WALL THE RCONYS I STRINGERS @ POSITIVELY ANCHORED STRINGERS @ ( I I r ] TO BE REMOVED SIMPSON ABU66Z d .° °. ° CLASS OF MATERIAL (POUNDS PER SQUARE FOOT) _ 1 I zo 12"O.C. SEE DETAIL THIS SHEET 12"O.C. I _ STANDOFF POSTS BASE "" d . . LOAD-BEARING PRESSURE I I I I SIMPSON DTT1Z LATERAL LOAD I I 1 CmNEW 2x 4 OR 2x 6 @ EACH 6x 6 POST AS PER SAND, SILTY SAND, CLAYEY SAND, 1 ( I I CONNECTION @ 4 LOCATIONS MIN. I I 1 1 STUD WALL @ 16" O.C. SECTION R507.4.1 OF THE d . ° A I PER LEDGER AS PER FIGURE RCONYS. ° SILTY GRAVEL AND CLAYEY GRAVEL 2,000(SW, SP, SM, SC, GM AND GC) 1 1 IR507.2.3(2)OF THE RCONYS. SEE i I 1 I JOISTSJOISTS ABOVE DETAIL THIS SHEET. I I 6.° ° �° d O.G. 2' DIAMETER ANCHOR ° ° a ° z>' I A A �_ 5 SECTION / DETAIL BOLT EMBEDDED 7"MIN. d ° . .a 2 >- I / EXISTING EXISTING WINDOW — —1 I A5 d< ° w 0 IL 4"SLAB w ABOVE \ A5 BUILDING SECTION w = 16" DIA. SONOTUBE a ~ 0 \ PIERS TO 36"BELOW . ° ¢ O HSS 3'-"x 3-'"x-'"SQUARE HOLLOW ❑ � r; 1 d N 2 2 4 J O I WINDOW GRADE AS PER SECTION Z �; TUBE STEEL COLUMN WITH WELDED I'- = 0 (0 EXISTING 1 R507.3 & R507.3.2 OF ° d ° d ° jo 0 32'x 10"x 2'THICK STEEL TOP PLATE @ WINDOW I - - - - = ELEMENTS ABOVE THE RCONYS ,° ° ° ° d° . co jo W WELDED TO STEEL GIRDER ABOVE& Z � I ` d ° ° a 72'x 10"x 2'THICK STEEL BOTTOM F- PLATE WELDED TO CENTERED HSS COLUMN Ln O PROVIDE 4-1"DIA.x 12"DEEP GRADE SS EXISTING 8"P.C. FOUNDATION X J — GIRDER / HEADER ABOVE BOLTS DRILLED AND EPDXIED INTO WALL ON EXISTING 16"x 8"P.C. w / EXISTING FOUNDATION WALL BELOW FOOTING POST DOWN d ° _ INTERCONNECTED COMBINATION HSS 31"x 31"x 4'SQUARE HOLLOW TUBE STEEL COLUMN WITH WELDED ( xy; SD SMOKE AND CARBONMONOXIDE d . EXISTING 3-2x 10 LOW EXISTING 3 CO DETECTORS AS PER R314 OF THE - - -I — —1 2'x 10"x 2'THICK STEEL TOP PLATE IRCONYS AND 915 OF THE IFCONYS DECK ANCHORING DETAILS, _ WOOD GIRDER ON 3"DIA. EXISTING WINDOW WELDED TO STEEL GIRDER ABOVE& — STEEL COLUMNS ON EXISTING t6'-10�"CLG.HT. 72'x 10"x 2'THICK STEEL BOTTOM NTS AS PER SECTION R507 — — 24 x 24 x 12"DEEP P.C. FOOTINGS 2 PLATE WELDED TO OFFSET HSS COLUMN CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR OF THE RCONYS EXISTING tr UNFINISHED ,� MAINTAINING JOB SITE SAFETY DURING THIS PHASE O PROVIDE 4-1 DIA.x 12 DEEP GRADE SS GARAGE O v BASEMENT BOLTS DRILLED AND EPDXIED INTO OF WORK&SHALL COMPLY WITH ALL APPLICABLE SLAB w EXISTING STAIR U_ O EXISTING FOUNDATION WALL BELOW FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING U > °O CDBUT NOT LIMITED TO BUILDING CODES, OSHA 00 In N REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS COLr w z O MATERIAL REMOVAL&DISPOSAL. 2'DIA.x 4"LONG -1"T&G SUBFLOOR GLUED CO Q D O EXISTING 4 THE CONTRACTOR SHALL INDEMNIFY&HOLD AND NAILED.PROVIDE 8' (R-30) w u� HARMLESS THE OWNER,THE ARCHITECT,AND GALV. LAG SCREW � � 00 HEATING WITH GALV.WASHERS Z a w- EQUIPMENT BATT INSULATION IN NEW SLEEPERS w O Q THEIR AGENTS&EMPLOYEES FROM AND AGAINST STAGGERED IN 2 ROWS w n- O �, < O ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES z ARISING OUT OF OR RESULTING FROM ANY OF THE O o 0 4.5"MIN. FOR 2x 8 _j � ITEMS LISTED ABOVE. 6.5"MIN. FOR 2x 10 N (° w "' � 7.5"MIN. FOR 2x 12 w w THE CONTRACTOR SHALL VERIFY ALL FIELD O O Z > CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 16"O.C. z O CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 2"MIN. MAX g RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. PRESSURE-PRESERVATIVE EXISTING THE ARCHITECT SHALL BE HELD HARMLESS BY ANY TREATED(P.T.)LEDGER OVER UNEXCAVATED AGENCY FOR ANY"ERRORS&OMISSIONS"ON -1"CDX FIR PLYWOOD SHEATHING. NEW 8"POURED CONCRETE THESE DOCUMENTS. FOUNDATION WALL TOP FLUSH WITH EXISTING THE CONTRACTOR IS SOLEY RESPONSIBLE FOR DECK LEDGER 1-0 BOX _ "METHODS&MEANS"OF CONSTRUCTION. THE Y�'; - �,.,:::�.. ••ir_':is�.'-7.7-: .f.2.i:J.... . ,:-:,,;,=.;;. ;..;.;;._ CHITECT IS NOT RESPONSIBLE FOR FIELD BEAM ATTACHMENT DETAIL >.. r..r: -.,. :..:;,. _ — — — — — — — — SUPERVISION. NTS AS PER FIGURE R507.9.3(1) \—DOWLING NOTE: OF THE RCONYS PROVIDE 12"LONG#5 EPDXY COATED REBARS @ 16"O.C.VERTICALLY WITH 12" FtED q EMBEDMENT CONNECTING THE NEW& EXISTING FOUNDATION WALLS& ( �� AN FOOTINGS. FILL GAPS IN FOOTINGS& n� DIA.x 4"LONG WALLS WITH EPDXY MORTAR(TYPICAL) l ' °J GALV. LAG SCREW @ 1/2"CDX FIR PLYWOOD i- �� 'i ��1 ' 16"O.C.WITH GALV. SHEATHING. EXISTING FOUNDATION PLAN f,u WASHERS STAGGERED ALUM FLASHING FOR T 0 9743-� y0� IN 2 ROWS AS PER TABLE WATER TIGHTNESS SCALE: 1"=1'—O" OF NEB R507.9.1.3(1)&R507.9.1.3( P.T. LEDGER SEE PLAN OF THE RCONYS. FOR SIZES. P.T. DECK JOISTS AS PER TABLE R507.6 OF THE RCONYS SEE Proposed Interior Alteration for the: Bt Y BEAM PLAN FOR SIZES Man iameli Residence Q 46-SD#9 x 12 SCREWS b FLOOR JOISTS OR 8-10d x 12'NAILS. 3 65 Donna Drive SEE PLAN FOR 11 Mattituck, NY 11952, SIZES Town of Southold d 3"MIN.TREAD ° 01 SIMPSON DTT1Z LATERAL PENETRATION ° - LOAD CONNECTION @ 4 County of Suffolk LOCATIONS MIN. PER LEDGER AS PER FIGURE R507.9.2(2)OF ° d . THE RCONYS SCTM #: 1000 - 115 - 16 - 13 $"SDWH TIMBER-HEX HDG Issued: Approval SCREW INTO TOP PLATE, - STUDS, OR HEADER Foundation Plans DECK ATTACHMENT FOR LATERAL (LOAD DETAIL Keri Kazel, Architecture 2 Windemere Court NTS AS PER FIGURE R507.9.2(2) P.O. Box 169 OF THE RCONYS Speonk,NY 11972 Phone: 631-874-29250 Fax: 631-874-7377 K keri@kazelarchitects.com Date: March 24, 2023 GARAGE CONVERSION TO LIVING SPACE Date: August 3, 2022 Scale: As noted Project No. A2 x. t46'-6"NEW WOOD DECK NOTES: DN TERRACED STEPS TERRACED STEPS SYMBOL LEGEND TO GRADE TO GRADE III-1 I I=1 I I=1 EARTH 1=1 I I_I 11=1 I I Y POURED CONCRETE cYi NEW .:.... ,> o WOOD DECK w -;y.,.,Y:-a:= « o =` ' +z= OR 8" CMU BLOCK O (COMPOSITE DECKING) o '` '" DN 0 EXISTING STUD WALL w TO REMAIN w Z Z EXISTING STUD WALL LD NEW 36"x 36"SHOWER --------� TO BE REMOVED PAN WITH TEMPERED GLASS DOOR AND NEW 2x 4 OR 2x 6 PARTITIONS STUD WALL @ 16" O.0 EXISTING EXISTING NEW 6°x 68 JOISTS JOISTS ABOVE EXISTING SLIDING PATIO DOOR WINDOW WINDOW SLIDING PATIO DOOR 5 SECTION / DETAIL O NEW 2x 6 CEILING i i � �J L I i NEW 2-2x 10 HEADER A5 JOISTS @ 16"O.C. O i DW I REF i FLUSH WITH EXISTI • ' S-1 BUILDING SECTION EXIST BATH @ t8'-1"A.F.F. `r 6'-7" EXISTING Ir EXIST Cafl I O EXISTING I I REMODELED I I ENLAR� D .� o WINDOW HALL o � KITCHEN O BATH BEDROOM #1 I I FAMILY ROOM I I BATHS I ,0 � EXISTING O I I I 0 i r EXISTING ---- - ISLAND r, x DINING °' BAY WINDOW - - - - - EXISTING � , , W(D , I AREA - - - - - ELEMENTS ABOVE VAULTEDCEILING r" I I N+ i i J I P D " O ALIGN NEW r X'�� i i i X c� SD 4 VENT DRYER 1 w - GIRDER / HEADER ABOVE t26'-3-" GIRDER LENGTH I vC0 rcX LSD EXISTING WALL WITH 11`yCO��i TO OUTSIDE 2 i i EXISTING WALLS r �\\\\\ I i i TO BE REMOVED ® POST DOWN `1-`'CO SKYL GTHS EXISTING ,�� AIR EXISTING EXISTING ___-_�_ - - --- -- —- - r = HSS 3-"x 31"x'"SQUARE HOLLOW INTERCONNECTED COMBINATION - - - r------ z z a SMOKE AND CARBONMONOXIDE DN 8-' DN -- - n------------•-------- ------ --- TUBE STEEL COLUMN WITH WELDED �xy CO DETECTORS AS PER R314 OF THE CLOSET CLOSET NEW 36"x 80"POCKET DOOR MAX. NEW W12x 53 LOW 3""x 10"x�"THICK STEEL TOP PLATE z z IRCONYS AND 915 OF THE IFCONYS WITH NEW 2-2x 10 HEADER i i STEEL GIRDER.SEE WELDED TO STEEL GIRDER ABOVE& EXIST rr��l 54"x 22"PULL DOWN ATTIC STAIR. SEE r X:�SD 11 DETAIL THIS SHEET. 72"x 10"x 2'THICK STEEL BOTTOM LI N r X%�SD I I I I OPENING NOTE THIS SHEET. -''CO PLATE WELDED TO OFFSET HSS COLUMN CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR `1_1CO ;fJl•� EXISTING EXISTING WALLS MAINTAINING JOB SITE SAFETY DURING THIS PHASE I � � �� TO BE REMOVED O U PROVIDE 4-1 DIA.x 12 DEEP GRADE SS 1 I I HSS 3Z x 32 x'a SQUARE HOLLOW STAIR O O BOLTS DRILLED AND EPDXIED INTO OF WORK&SHALL COMPLY WITH ALL APPLICABLE TUBE STEEL COLUMN WITH WELDED LL = EXISTING FOUNDATION WALL BELOW FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING c� SID I I 3z'x 10"XI"THICK STEEL TOP PLATE °x o BUT NOT LIMITED TO BUILDING CODES, OSHA r " 1 I/ II WELDED TO STEEL GIRDER ABOVE& EXISTING N , REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS -`'CO L - �„ O cn - EXISTING MASONRY MATERIAL REMOVAL&DISPOSAL. EXISTING �--� 7z'x 10 x2 THICK STEEL BOTTOM EXISTING LIVING z +" FIREPLACE BEDROOM #2 PLATE WELDED TO CENTERED HSS COLUMN __ AREA ; - I I PROVIDE 4-1"DIA.x 12"DEEP GRADE SS ;�_--_ FOYER X O THE CONTRACTOR SHALL INDEMNIFY&HOLD EXISTING BOLTS DRILLED AND EPDXIED INTO w HARMLESS THE OWNER,THE ARCHITECT,AND BEDROOM #3 NEW EXTERIOR WALL CONST. EXISTING FOUNDATION WALL BELOW �� i THEIR AGENTS&EMPLOYEES FROM AND AGAINST EXIST @ GARAGE CONVERSION: , i ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES NEW 30"x 80" ARISING OUT OF OR RESULTING FROM ANY OF THE EXISTING SIDING CLOS POCKET DOOR i I ITEMS LISTED ABOVE. TYVEK HOUSE WRAP OR EQUAL EXISTING WITH NEW �_DN�4' ,s"SHEATHING GARAGE 2-2x 10 HEADER MAX. THE CONTRACTOR SHALL VERIFY ALL FIELD 31"(R-13)BATT INSULATION WITH VAPOR CONVERTED ICONDITIONS AND NOTIFY THE ARCHITECT OF ANY RETARDER ON THE WARM SIDE TO PLAYROOM CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 2x 4 STUDS @ 16"O.C. - - - - - - - - - - - - - - - - - - - - -- - - -1 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 2"GYPSUM WALL BOARD (409 SF) EXISTING EXISTING BOX WINDOW DOOR THE ARCHITECT SHALL BE HELD HARMLESS BY ANY NEW Z'SHEETROCK AGENCY FOR ANY"ERRORS&OMISSIONS"ON ON WALLS AND CEILING EXISTING THESE DOCUMENTS. EXISTING SECOND FLOOR PLAN COVERED PORCH THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SCALE: 1 =1'-O" NO CHANGES PROPOSED "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SECTION R303 LIGHT, VENTILATION AND HEATING SUPERVISION. EXISTING GARAGE DOOR TO BE REMOVED R303.1 HABITABLE ROOMS.ALL HABITABLE ROOMS SHALL PROVIDE NEW WALL FRAMING UNDER HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN EXISTING HEADER TO TOP OF NEW 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. FOUNDATION WALL NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO ,��RED A��, THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED EXISTING FIRST FLOOR PLAN �� \ A" k y% WITH READY ACCESS OR SHALL OTHERWISE BE READILY �W� �� CONTROLLABLE BY THE BUILDING OCCUPANTS.THE MINIMUM EXISTING 2x 4 STUD SCALE: 1 =1 -0 ALL DIMENSIONS SHOWN ARE t AND SHOULD OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT WALLS ABOVE OF THE FLOOR AREA BEING VENTILATED. BE VERIFIED WITH EXISTING CONDITIONS ON SITE. J F►`'�' a II �k NOTIFY ARCHITECT WITH ANY DISCREPANCIES. EXISTING 2x 8 FLOOR EXCEPTIONS: JOISTS @ 16"O.C. 1.THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE ALL DIMENSIONS ARE TAKEN /' 9743=• OPENING IS NOT REQUIRED BY SECTION R310 AND AN APPROVED FROM FACE OF STUDS(U.O.N.) EXISTING 4'PLYWOOD J F MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 0.35 SUBFLOOR AIR CHANGE PER HOUR IN THE ROOM IS INSTALLED OR A WHOLE- HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED CAPABLE ALL EXTERIOR HEADERS TO BE 3-2x 6 MIN. OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 CUBIC FEET PER ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. MINUTE(CFM) (78 US)PER OCCUPANT COMPUTED ON THE BASIS UNLESS OTHERWISE NOTED. OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT I Proposed Interior Alteration for the: FOR EACH ADDITIONAL BEDROOM.THIS EXCEPTION SHALL NOT BE ALL FRAMING LUMBER TO BE DOUG FIR#1 I 1 ALLOWED IN OWNER-OCCUPIED, ONE-FAMILY DWELLINGS NOT UNLESS OTHERWISE NOTED. Manglanlell Residence SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION E3301.2.2. IL I' #13 65 Donna Drive 2.THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING R802.9 FRAMING OF OPENINGS. I NEWz'SHEETROCK Mattituck, NY 119525 AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES(65 LUX)OVER THE AREA OF OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHERE THE NEW W12x 53 LOW THE ROOM AT A HEIGHT OF 30 INCHES(762 MM)ABOVE THE FLOOR LEVEL. HEADER JOIST SPAN DOES NOT EXCEED 4 FEET(1219 MM), THE HEADER JOIST SHALL BE PERMITTED TO BE A Town of Southold THIS EXCEPTION SHALL NOT BE ALLOWED IN OWNER-OCCUPIED, ONE-FAMILY SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER.SINGLE TRIMMER JOISTS SHALL BE STEEL GIRDER PAC DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH PERMITTED TO BE USED TO CARRY SINGLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET(914 MM) OF THE - - OUT WEB FOR SHEETROCK County of Suffolk = NAILER WITH 2x 12 RIPPED SECTION E3301.2.2. TRIMMER JOIST BEARING.WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET(1219 MM),THE TRIMMER JOISTS z I I I TO WIDTH ABOVE. AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING 3. USE OF SUNROOM ADDITIONS AND PATIO COVERS,AS DEFINED IN SECTION JOISTS OR RAFTER FRAMING INTO THE HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST =' SCTM #: 1000 - 115 - 16 - 13 R202, SHALL BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PERCENT TO TRIMMER JOIST CONNECTIONS WHERE THE HEADER JOIST SPAN EXCEEDS 6 FEET(1829 MM).TAIL JOISTS Q I I I EXISTING 2x 4 STUD OF THE EXTERIOR SUNROOM WALLS ARE OPEN, OR ARE ENCLOSED ONLY BY INSECT OVER 12 FEET(3658 MM) LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER WALL TO BE REMOVED SCREENING. STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES(51 MM BY 51 MM). Fz-. o I I I I Issued: Approval X II II w II II Floor Plans II II II II DETAIL AT NEW LOW GIRDED II II Keri Kazel Architecture SCALE: 1"=1'-O" � 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com 9 Date: March 24, 2023 GARAGE CONVERSION TO LIVING SPACE Date: August 3, 2022 Scale: As noted A3 Project No.