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HomeMy WebLinkAbout49537-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 19 TOWN CLERK'S OFFICE �t �' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 495371/2023 Date: 8/...._..._..__..w�__................... Permission is hereby granted to: Sunstar Real LLC ......�_—ww............_�..�.__�wwwww_........._._�,--......__.__www_._..._.......�....w��_______w.. .w......_.........___�.�w.....� ...._.�wwwww�.._.w...._._. 4­6­16 eberr .Ride Drw_. .,. www...._ w .w......... ._..w__.......... ...__.w�w�w�..........._.www .._...........�..__.........�..�w�w............. ._ Holtsvi l le, NY 11742..... m_wwww __ ..........._....... w...._ ...... w........_. ..Hwww www . ............... ._�_....................._ ...� _ www_......aa.... To: construct additions and alterations to existing retail building with attached dwelling as applied for with NYS AG & Markets approval. At premises located at: 11160 Route 25 Mattituckw ...............__. __ www_.._.._...... . _. SCTM #473889 Sec/Block/Lot# 122.-3-9 Pursuant to application dated ww6/5/2023_..... and approved by the Building Inspector. To expire on 1/30/2025._ Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $384.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $434.40 .......... ..............—JL........... Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 „w ,y Telephone (631)765-1802 Fax(631) 765-9502 tqq.s:HwNvw,soqffiq1dtgrtt mg j Date Received PLICATION FOR BIJILDING PERMIT' d° For Office Use Only 13PERMIT NO. " " 5,33 Building Inspector: JUN r o?,j Applications and forms must be filled out in their entirety. Incomplete ; applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: p OWNER(S)OF PR PERTY: Name: SCTM#1000- Project Address: 1 l �o U C L� . Q r'J( 1C/C Phone#: 5 1Z Email: y� �° a v �L r2 Mailing Address: CONTACT PERSON: �,Name: �, ., ..t�,t-� �„... Mailing Address: Phone#: / �3 Email: rh -sav r (�4 DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition&lteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other . /" Will the lot be re-graded? VYes o Will excess fill be removed from premises? ^es ❑No 1 ............. PROPERTY INFORMATION Existing use of property: �U5 IF-5-5 wA P intended use of property: 4 Al Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? DYes RNo IF YES, PROVIDE A COPY. kfttReacfin&� The owner/contrac,tor/d,esign professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): SC authorized ent 0Owner �Signature of Applicant: LAIOC4� DatjrorQl lJ Notary Public,State of ew York No.01 BU6185050 STATE OF NEW YORK) Qualified in Suffolk County Commission Expires April 14, 2�q COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, A ILr, i> (S)he is the (lontractor,Agent Corporate Officer,etci of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Notary Public PROI)ERTY 11)WNEF?, Al JT���iORIZA I R)Nl .. ....................... ------..........--111-=11111- (Where the applicant is not the owner) residing at V9 do hereby authorize kA A to apply on my beh itothe T n'of Southold Building Department for approval as described herein. s Signature to Print Owner's Name 2 ,a STATE OF NEW YORK DEPARTMENT OF AGRICULTURE AND MARKETS 1013 AIRLINE DRIVE ALBANY,NEW YORK 12235 LICENSE NOTICE Please post this license notice in the establishment. Date Issued: 07/10/2023 New York State Entity No.: 191973 Department of Agriculture and Markets Expires: 07/09/2025 Albany, NY 12235 Certificate No.: 40055 Fee Paid: $250 RETAIL FOOD Estab No.: 757927 LICENSE Pursuant to Article 23 of the Agriculture and Marketslaw„ the licensee is authorized to perforin those activities for which it has applied to be performed at this location. This license cannot be sold or transferred. NOFO POT PIES LLC NOFO POT PIE'S 11160 MAIN ROAD ## ! MATTITUC , NY 11 352 � Richard A. Bali Commissioner 3.?NV1SI0/NOI-U3dI0 JO QN3 310d AIIIIin 13S 3AVIS DOOM= 59M QN(lOJ DIVIS DOOM= ism 3.?N33 DOOM= AM 3,?N33 341M= AIM d3AO AODM= 04 X)K33 Ad= JJAd 3NII A1J3dOdd NO= 10 QNnOJ adId NObl= Adl 1N3W3AVd 3O 3903= dOD AAINI 39VNIV4Q= IQ AIVM90IS 313b.?NO.?= MSS IAS 1N3WnNOW 31-WNOLI= SM, QNno:4.LN3WnNOW 313WN0:)= JWD LN3W3AVd 3.L3tJ.?NW= C DN33 ANII NIVH.?-- jl� b3AO,')NOMI IS" 2D AgNWIH,?= Hy OdW 313JNW= 119 LN3W3AVd IIVHdSV dV AW� QN3931 10 '01 0 3� —':-z %eo 01 76 3- t - 0 IP 10. co 4M U, Idl 40 JM _Jk oo'o I d0 I Sob900 EZ02'9M(j b900-£ZOZ'ON SOL ,OZ =J :ald:)s 09 Ob OZ OI 0 02 S,/c .. _. .._. . ------ ,.. J� 31VQ NOISIA321 sUOISIAaa 40 PJO:a� EZOV90 21dV Q3zlVd3ad dVW EZOZ"90'21dV Q313IdW00 MA21nS QI3I_A �`�.,, -sM �o 6 �,��......__Eo. "­Jq 221 OOOI dopyxu14uno0 \ mans oa�zlaa� �t M N'i4uno�p SII°f}nS Ploy�noS jo uMo1'Mona.i��oW p sNMOd NVH I VNor WA A3Aans \ NO ILL09 0N'S'T5'A'N'213AV3M'V I3INV0 \ os £699b'0N'S'TS'/'N'9NnOA'M QdVMOH Y ,'v. �_....._..........___ ....._.,,_.__....._._...,._......... _ T W � 'Sa043AW9 QNVI IMOISS33oad \ JO NOUVIOOSSV 31V1S AWA M3N 3Hl AS Q31dOQV SA3AMnS QNVI \ t103 3.9 10VW 30 NO.?3Hl HlIM 3JNVQW.7.?V NI Q9 Vd3bd SVM Again G \ SIH11VH1 ANVdW03 3oNvbjnSNI 3-1.LI11TJVM3.LS Sj 19 3-1, `A1'IV3H No 3N0 31d "CIN1 `_LOWN.LSHV d \ 01N033d `SN1N213d NVHJ_VNoroimi12130Aa3z13H3M. T'�^ \ ...............�.._.._.._._... �urw+,w,�em _..._.,,..,._...._.e.._......._..........._..............._............_. NOT I VXAUI 13.?3 ZIOA3Aans ?__ '0 .6 w d N', G 7- '13'bS 6L9'6=V32W t/1V4 31IS \ k u0F01Aung PU07'u0AVOM''d IVIVOa aaaui6u3 louol99alojc3 l'swopy' 9ol6noq J uaoul6ua IOuoissado i,3';adp M'0 snwOyL / / 'JO600,)n,purrl'6uno},-M p.enMoH \ Aw woa6uluaaul6ua6unlwpo / "laLZL'IE9'xod 60£Z'LZ.'169'lad I01,11�I.10,I.MON'poat{uaAlb'anuanV JOPUC)J}90 001, ",L.,. 3-�( A-55gsfff `�q537 REVISIONS: SITE DATA & ZONING INFO OCCUPANCY CALCULATIONS (TABLE 1004.5) BUILDING AREA: 1059.3 SQ. FT. OCCUPANCY: BUSINESS GROUP B BUSINESS: 1/150g I AREA: 100.9 SF = 1 MERCANTILE: 1/60g I AREA: 702.1 SF = 12 OCCUPANCY LOADS: STORAGE: 1/300g I AREA: 77.9 SF = 1 RESIDENTIAL 1/2001 AREA: 275.0 = 1 TOTAL: 15 TYPE OF CONSTRUCTION: TYPE VB ALTERATION LEVEL: 1 (NYS 702) PARKING (280-78): BUSINESS: 1/200 SF = MIN. 5 RESIDENTIAL = 1 SITE DATA PROPERTY: 9,679 SF 0.22 ac O PROPERTY WETLANDS: - - FLOOD ZONE: X Q� DESCRIPTION: AREA LOT COVERAGE: EXISTING BUILDING: 700.0 SF 7.23% III���`III EXISTING MOBILE HOME: 360.7 SF 3.72% E"'1 EXISTING MASONRY STOOP: 20.0 SF 0.20% J� EXISTING RAMP 40.1 SF REMOVE Q^^� EXISTING PORCH: 30.6 SF REMOVE F- 1 PROPOSED RAMP: 175.0 SF 1.81 % �J••� PROPOSED PORCH: 85.4 SF 0.88% O PROPOSED FREEZER: 200.0 SF 2.06% P„{ ` TOTAL: 1541.1 SF 15.9% O ' ` -__ METES AND BOUNDS: SURVEYOR: YOUNG AND YOUNG DATE SURVEYED: APRIL 6,2023 h�-I ` `_ SCTM: 1000-122-03-9 ELEVATIONS REFRENCE: NAVD 1988 i i i .. N / O / F ----- -- -- --- - ----- ---- ----------- -- - -- -- -- --- - ----- ---- ---- RIGy7- YING ZHEN & JING HR CHEN N / O / F - `- _ _ OF �v� -_ MAYNARD PALMER S23o- - Ay_ Lu � 29 4p►► ' SIGN O _ A o O - o - ►--� x \ , 12.6' � CH V> M M 21-7' - -- - - -�-HOAI N/O/ F wo GV Ln __ ASAJVp LOR �, 0 �o '>.. NA ___ _ CON . PLAT. L�NIFI�JS-K�------------ -- `- - T BE `� 12.0 1 STY FRAMED REM VED , W '2 EXIST a, BUILDING 06 MOBILE HOME STOOP �p N O 9.82pp. or O STOOP PORCH O °u 0 m Ln CONC RAMP 1:12 PITCH 5 O X PLAT. 12.9' N r—,"cz5110,x20' p �► ° s ARKINGSTALLS Z 12 WIDE DELIVERY EX. SEPTIC z � OEXISTING ASPHALT O STAGING AREA PARKING TO BE UP r L� � REMOVED AND 101 x20, PARKI m Q) REPLACEDWITH = FUTURE G STALLS GRASS N 23 o r ) FREEZE WALK-IN Lu Q) 29 O RUp N 4p �i O APROV ON L O AL ", �- O SO O O l w O N / O / F d �n O - P.W.K. ENTERPRISES. INC U v CON. BASE O O _ N W/ LIGHT O FUTURE ENERATO q N / O / F _ UPON 111 N 2p HESS RETAIL STORES, LLC p. lot r APROVAL u U � * lit.� tm Rvt TER SITE PLAN os DRAWN: MH/MS SCALE: 1" = 10'-0" JUL 3 1 2023 t SCALE: JOB#: ©R 7/24/2023 SHEET NUMBER: S- 1 REVISIONS: Fro D 0 WELL v I _O =' LLI LL �I N GAS N `N^I METER ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CRAWL - - - - - - - - - - - - - _. - - - - - - - -CRAWL SPACE MOBILE HOME i 2X6 F1 P16"OC (UNKNOWN STRUCTURE) y —..— — — - -- -- , i O O EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" W o � a z uu O N It EX.RRs CUT (NO SUPPORT) F1v 2'-2"x 3'-3" 2'-6"x 4'-2" Xx xx N N (3)2X8 FLUSH I I o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o I I O O oN M Q U N LLII r »1 Q _ _ _ _ _ _ N X ^ U u u 2X4 RIDGE %' i O m n1 0 Q) LQ � � x iL U N N o Q - - - - - - - - - - - - - - - - - - - -}- - -- - - vt5 - - co 2X4 RIDGE - - - - - - I 0 E I p � N 2X6 C1 24"OC ( I N I (x 0 ' U Q - - - - - - - - - - - - - - - - - I 9'2' AFF I I I � � 4 A m II o I I - - - - - - - — I 1 r -N-- - - - - - - - I I U-1 'D 0 I 2X4 R�2(a24"OC � i I lL 1 I N I I I I I I I I I 92Lu_ I - - - - - - - - - - - - - - - - - - - - - - - - - - x 2 (1)7-1/2 LVL, (2)2X8 FLUSH F-- 44 U M O '4 0o N a4 N N I U I 1 I 1 X X I N N I 6'-5"x 4'-2" EXISTING FLOOR PLAN' SCALE: 1/4 = V-011 <v �t DRAWN: MH/MS r SCALE: JOB#: �r 7/24/2023NUM SHEET NUMBER: A- 1 REVISIONS: O W E -------------------------------------------- � - II O I 1 ------o WELL -------V ---------------I------------------------�� 0 Z' ------------------• U- 1 � X ' N t GAS N METER ' ---------------------------------'----- - - _ - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I t t --- - - - - -- - - - I t ------------------------------r EXISTING MASONRY ; ; CRAWL SPACE i t PLATFORM TO BE , , 2X6 FJ (�16"OC , (UNKNOWN STRUCTURE)' ---------------------------------REMOVED MOBILE HOME I t r I 1 1 ' 1 t ' EXISTING STOOP ' 81'4" 16X16 CONC. PIER I '>. TO REMAIN ' ' � � � w/#5 (4) REBAR, i ^ W STIRRUPS @8"OC - - -' Y BELOW GRADE DBL 2X10 ACQ - - - - - - - t I� - -------------------------------- - - - - - -!- - - - - - - = -!-'_ (TYPICAL) -- I -------------------------------- - - - - - - - - - - - - - - - - - - - I O 2X10 ACQ LEDGER v ,+�" �•+� - -t O p BOARD,FLASHED _o +I 00 x i `X8 AC x c3 N � i Na —� NCr r 2X10 ACQ --' v x I 16X16 CONC.PIER 0 Q 16"OC m Qv ., @16"OC Q 'I N w/#5(4) REBAR, +�• ' ' STIRRUPS @8"OC _ + O 16X16 CONC.PIER DBL 2X 0`s� T BELOW GRADE W/#5 (4) REBAR, ro A (TYPICAL)LEDGER BOARD TO BEFASTENDED - - -_- - _ -_- - - - - - - - _ - -_ - -_- - - - _ _ _ __ _ _ _ -TO BUILDING WITH TIMBERLOK® STIRRUPS @8"OCR - DBL 2X10 ACQ DBL 2X10 ACQ • DBL 2X10 ACQ DBL 2X10 ACQ • SELF-COUNTERSINKING SCREWS 3'BELOW GRADE •,R • Q • R, •,R • R BY OLYMPIC MANUFACTURING (TYPICAL) II Q 2X10 ACQ(@,16"OC 4 a (2 SCREWS @ 32"O.C.) a I Q 12X10 ACQ o I ' ¢ �► - ¢, 2X10 ACQ X16"OC o, I�x 16"OC-'x 11 to ' O o I x 2X10 ACQ P16"OC �. N @ N x '• i O tn N I I I m m l N 2X10 ACQ(@16"OC r IQ • • r •I '�� m `t Q 0 DBL 2X10 ACQAft t2LBj-Z--= �--:-=-z DBL 2X10 ACQ w DBL 2X10 ACQ DBL 2X10 ACQ 0) U s DBL 2X10 • , c{1 Q) a ACQ_ EQ, EQ, 3'-8" EQ, E(2, o 5'-7" 14'-8"± 5'-0" 15'-0"± �- z u- � -V u � (X Q) Q Q) PROPOSED FOUNDATION PLAN a SCALE: 1/4" = 1'-0" a Lu u.i O cn 4 l't N 3 N u d q Yr ;� III th � t � DRAWN: MH/MS SCALE: JOB#: "K- orl;e.` 7/24/2023 SHEET NUMBER: A-2 REVISIONS: DESIGN NO. UL U301 FIRE RATING: 2 HOURS STC RATING: 56 SOUND TEST: USG-161205 SYSTEM THICKNESS: 8-1/2" [216 MM] LOCATION: INTERIOR FRAMING TYPE: WOOD STUD(LOAD-BEARING) 161, 16" 16" 161, ® [406 mm] [406 mm] [406 mm] [406 mm] I N E 4 � u i' { ili!l, f V1 O ASSEMBLY REQUIREMENTS: GYPSUM PANELS: TWO LAYERS 5/8"[15.9 MM]SHEETROCK®ECOSMART GYPSUM PANEL(UL TYPE ULIXTM) RESILIENT CHANNEL: 1/2"[12.7 MM]RESILIENT CHANNEL,25 GA.(0.018"),24-[610 MM]O.C. 5'-0^MIN. (SEE PLAN) (SEE PLAN) (SEE PLAN) W WOOD STUDS: 2"X 6"[38 X 140 MM]WOOD STUDS,16"[406 MM]O.C. INSULATION: 5-1/2"[140 MM]FIBERGLASS INSULATION GYPSUM PANELS: TWO LAYERS 5/8"[15.9 MM]SHEETROCKO ECOSMART GYPSUM PANEL(UL TYPE ULIXTM) fm W GENERAL WALL NOTES: o 0 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. T_ z: = H 2. FOR THE MOST UP-TO-DATE DETAILS,INCLUDING CONSTRUCTION VARIATIONS,REFER TO THE PUBLISHED DESIGN. 5'MIN. (LANDING) ALL DECK PLANK NAILS/SCREWS CLEAR u i RAMP UP @ 1:12 MAX.INCLINE < TO BE STAINLESS STEEL fT� 3. WHERE DESIGN NO.INDICATES"PER",THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED m SIMILARLY CONSTRUCTED ASSEMBLIES. N x 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. N N O 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 5'MIN. r+y 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. CLEAR o o O 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS:INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS,DECREASE STUD SPACING,DECREASE FASTENER SPACING,INCREASE 5'MIN. CY a ACQ RAMP ON.@ 1:12 MAX.INCLINE INSULATION THICKNESS UP TO CAVITY DEPTH. CLEAR a < DECK a 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE,THE VALUES ARE BASED ON r N PLANKS LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. N N 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS:INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS,INCREASE STUD SPACING,INCREASE FASTENER SPACING,INCREASE PLANKS Q9 Q9 99 of INSULATION THICKNESS UP TO CAVITY DEPTH.MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. DISCLAIMER THE USG PRODUCT INFORMATION CONTNNTED HEREIN ARE INTENDED FOR USE AS ISSUE SHEET INFORMATION: ■C PRODUCT REFERENCE MATERIAL BY ARCHITECTS,ENGINEERS,AND OTHER DESIGN PROFESSIONALS, SG CGC CONTRACTORS,BUILDING CODE OFFICIALS,OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE RECORD: [►"'_ PROFFSEfCNA_S HAYING AN INTEREST IN THE SELECTION,SPECIFICATION,AND USE OF PRODUCTS MANUFACTURED BY THE SU BECMIES OF USG CORPORATION THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO USG Corporation BEASURSTITUTEFORTHEDESIGNREvIEWANDAPPRIOFTHELICENSEDDESIGN Revision Date _ _ _ 5'-0"MIN. SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PIAN 550 West Adams Street PROFESSIONALS FOR THE PROJECT THESE MATERIALS MAY BE PRINTED ANOIOR TRANSFERRED 2 O 6 Chicago,IL 60661 USA ELECTRONICALLY SOLELY AS NEEDED BY THE USER BECAUSE CAD ELECTRONIC FILES AND BIM UL U301 a9 (BUILDING INFORMATION MODELING)FILES CAN BE MODIFIED BY OTHER PARTIES,WITHOUT NOTICE OR W .USG.com INDCATION OF SUCH MODIFICATIONS,MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE T.600-USG4YDU RESPONSIBILITY OF THE DESIGN PROFESSIONAL 101051202411:56'27PM NOTES: ALL STRUCTURAL MATERIAL TO BE ACQ. BRACE AND CROSS BRACE AS REQUIRED. BRACE UNDER RAMP STRINGERS BETWEEN EACH SET OF 4X4 WOOD POSTS. SEE ELEVATION (� FOR RAILING& Q BALUSTERS DISPLAY(SHELVES) RAILING ST CONTINUE /1 REPLACE WINDOWS MIN rT PAST POSTS BOTTOM ANDERSEN 400 SERIES MIN. UPPER LANDING DECK AT TOP&AT P,CODE r OF RAMP AS PER CODE LANDING U U.27 STAT.CSMT. x10 ACQ O � � PERIMETER JOISTS 4X4 AC , COUNTER SHELVES j 16"X16"CONC.PIER EXCAVATE AND REFILL AS REQUIRED 9 FOR RAMP INSTALLATION It if I „„ „„ 0 INSTALL 2 HOUR FIRE WALL fill I fill fill INSTALL PER JUL U301 REPLACE WINDOWS – – – – – – – – – �– – – – – DISPLAY II II �ISffLAY RAMPS: ANDERSEN 400 SERIES fill I fill II II '� EXIST. BUSINESS HANDRAIL U.27 STAT.PICT. – – – – – – – – 34"-38"HIGH I L� STUDIO APARTMENT LANDINGS: fill I I I II II II I ACCESSIBLE f"I T t, RAMPS SHALL HAVE A LANDING AT BOTTOM AND TOP OF EACH RUN.LANDINGS II II I fill fill SALES COUNTER I I SERVICE 9-� ± SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH Q fill fill fill I COUNTER SECTION 405 OF THE AMERICAN NATIONAL STANDARD(ANS). (MAX.34") 11 11 33'-111/2"+ RAMPS THAT CHANGE DIRECTION AT LANDING SHALL HAVE A 60"X60"MINIMUM .A fill ;i;i tt 11 I fill LANDING. ON-DEMAND m U fill SERVICE HANDRAILS: r �; HOT WATER II II PANEL - RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING X '� V —T MINI-SPLIT 2•1/2"DIA.GALV. e e WITH SECTION 505 OF ANS.HANDRAILS SHALL NOT REDUCE THE REQUIRED 1 LA til 11 11 �� 1 ' ' / BOLTS w/WASHERS CLEARANCES OF A RAMP RUN OR LANDING. M (Yl \D I fill 1 I 00 HEAT/AC EGRESS AND NUTS PER POST �- I I , O O 4X4 ACQ POST EDGE PROTECTION: O x Q V DISPLAY(SHELVES) [� / I STORE I I fill ��v 1 STORAGE ' ' O EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE M Q v BJP — 11 11 I , v. PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. IL Z IL 2'-0" I I O O Jul® a v v Q♦♦ v HANDRAIL EXTENSIONS: I•(1 V � CHANGE DOOR I ROOM —�— ♦ 4 Q HANDRAILS FOR RAMPS SHALL HAVE EXTENSIONS COMPLYING WITH SECTIONS O I I I SWINGS I , , KITCHEN D♦ D♦ 505.10.1 THROUGH 505.10.3(EXCEPT AT THE INSIDE TURN OF RAMPS). Sr s 8 I „ w 16"X16"CONS. -10 ± =N �§ Vv' V PIER @ 3'-0" V7 a s m c6 S REPLACE WINDOW I ' - - - – - - - r - - - - - - - - - - - - - – – – I 3'_0" _ , �� BEDROOM e0, BELOW GRADE r ANDERSEN 400 SERIES I I 771-811 —�_ 00 (TYPICAL) O 0�♦ ip yV, U.27 STAT.PICT. EXISTING STOOP I I , /C� " p p U -� E t TO REMAIN I _ ��� � 12-1 ^ v' a m REPAIR AS NEEDEDDISPLAY I e� N I = 0'p 0'p ca N FOR SAFETY A REFIG. r 'O r,= fl DISPLAY I /DISPLAY N TYPICAL SECTION Ul FREEZER A FREEZER _ I — — — — — — — — — — — — — — — — — — ® fL .............. ........... — — — — — — — — 8'-411 I I REPLACE WINDOW I I ANDERSEN 400 SERIES I I REPLACE WINDOW DISPLAY DISPLAY IT U.27 STAT.CSMT. TYPICAL RAMP CONSTRUCTION DETAILS(' I .I ANDERSEN 400 SERIES FREEZER REFIG. x N.T.S I I U.27 STAT.CSMT. � � o [ M V I f REPLACE EXISTING �y -1 P I � [ WITH NEW. ------- --------- --------------------- ------------- ---------------------- ---------------------- - ----- TO F DECKING I [ REMOVE EXISTING STEPS � 'Q EXISTING RAMP TO [ I ® TO BE USH WITH WITH NEW RAMP TO CODE I ,� BE DEMOLISHED 1 I DISPLAY 5 RE FLOOR. FREEZER ER RAMP LANDING RAMP LANDING O Z I I 12 12 AT GRADE U) i I FPROVIDE ACCESSIBLE c-----------------------�---------------- ------------- ---------------------- ---------------------- I I DISPLAY TRANSITION — — — — J .L – – --- ' BENCH NEW RAMP TO BE BUILT N TO CODE.VERIFY EXISTING DRY STORE INSTALL FIRE EXTINQUISHERS [SMOKE AND CO DETECTORS REPLACE WINDOW LANDING FLUSH WITH PER NYS 906.3(1),NFPA 10 TO BE INSTALLED PER CODE ANDERSEN 400 SERIES STORE FLOOR I1C U.27 STAT.PICT. 5'-8" 15'-0" 5'-0" 15'-0" 5'-011 (2)2X6 COLLAR TIE(1 EACH SIDE OF DBL MIN. CLEARANCE RRS),THRU-BOLTED(MIN.2) [AS SHOWN] Qb(;�� I�• REPLACE OR SISTER DASMAGED,CUT OR DEFECTIVE RAFTERS THROUGHOUT 9'AFF PROPOSED FLOOR PLAN . SCALE. 1/4 — V-10" . 3 DRAWN: MH/MS ` Qsa ,r- SCALE: JOB#: 7/24/2023 SHEET NUMBER: A- 3 REVISIONS: 803.13 Interior Finish Requirements Based on Occupancy Interior wall and ceiling finish shall have aflame spread index not greater than that specified in Table 803.13 for the group and location CLIMATIC & GEOGRAPHIC DESIGN CRITERIA designated. Interior wall and ceiling finish materials tested in accordance with NFPA 286 and meeting the acceptance criteria of GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Section 803.1 .1.1, shall be permitted to be used where a Class A classification in accordance with ASTM E84 or UL 723 is required. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk 20 LBS. 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE SPRINKLERED1 NONSPRINKLERED GROUPCorridors and Corridors and Interior exit stairways Rooms and Interior exit stairways and Rooms and and ramps and exit enclosure for exit enclosed ramps and exit enclosure for exit enclosed DESIGN CRITERIA BLDG. CODE NYS 2020 IBC access stairways access stairways passagewaysa b and ramps spaces passagewaysa b and ramps spaces FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 100 A-1 &A-2 B B C A Ad Be DECKS 100 DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) ROOF (CsROUND SNOW LOAD) 20 A 3f,A-4,A-5 B B C A Ad C ALL FLOOR LOADS 100STAIRS 100 GAURDRAILS (ANY DIRECTION) 200 B, E, M, R-1 B cm c A B C C EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION R-4 B C C A B B (ROOF - FOUNDATION) DETAIL PAGE E GENERAL NOTE PAGE O NAILING SCHEDULE SEE GENERAL NOTE PAGE F C C c B c c EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: H B B C9 A A B SEE FLOOR PLANS (SMOKE E CO2 DETECTORS) TRUSS DESIGN N/A - STEEL TRUSS CONSTRUCTION 1-1 B C C A B B ENERGY CALCULATIONS COMCHECK 1-2 B B Bh,' A A B BATHROOM SPECIFICATIONS N.T.S. INTERIOR WALLS AND CEILING PER TABLE 803.13 NYS CODE C) 13 A Al C A A B a VERTICLE EXITS AND EXIT ACCESS CORRIDORS ROOMS AND C 1-4 B B Bh•' A A B All work to be compliant to ICC/ANSI 2009 60" MIN. EXIT PASSAGEWAYS AND OTHER EXITWAYS ENCLOSED PASSAGEWAYS a R-2 C C C B B C Water Supply and drain pipes under lavatories 24" 12" M E3 C —1`1 36GRAB BAR R-3 c c c c c c and sinks shall be insulated or otherwise (33,-36" ABOVE FLOOR) configured to protect against contact. There s c c c B B c shall be no sharp or abrasive surfaces under BUILDING TYPE PER NYS 602 MEANS OF EGRESS OER NYS 1003 lavatories and sinks. V6-1811 ALTERATION LEVEL PER 803.5 EXITS PER NYS 1005 U No restrictions No restrictions Accesible lavatories and sinks are to comply i a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 with Section 606 . FRONT ELEVATION square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or A clear floor or ground space complying la over furring strips applied to a noncombustible base and fireblocked as required by Section 803.15.1 . with Section 305.3, positioned for foward SITE DATA & ZONING INFO W >- C) approach, shall be provided. Knee and toe VERT. x w clearance compling with Section 306 12" MAX BAR OCCUPANCY CALCULATIONS ABLE 1004.5 a 4 b. In other than Group 1-3 occupancies in buildings less than three stories above grade plane, Class B Interior shall be rovided. 42" MIN ) C) " finish for nonsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted in The fronp of lavatories and sinks are to be ® FT 3 SQ. . interior exit stairways and ramps. 34 inches maximum above the floor or BUILDING AREA: 1059. Z measured to the higher of the OCCUPANCY: c. Requirements for rooms and enclosed spaces shall be based on spaces enclosed by partitions. Where a fire- fixture rim ground, meaa counter surface. F BUSINESS GROUP B resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to Faucets shall comply with Section 309. the ceiling. Partitions that do not comply with this shall be considered to be enclosing spaces and the rooms Hand-operated, self-closing faucets shall SIDE ELEVATION BUSINESS: 1/150g I AREA: 100.9 SF = 1 or spaces on both sides shall be considered to be one room or space. In determining the applicable remain open for 10 seconds minimum. MERCANTILE: 1/60g I AREA: 702.1 SF = 12 0 requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor Sinks are to be a maximum 6-1/2" deep. OCCUPANCY LOADS: STORAGE: 1/300g AREA: 77.9 SF — 1 m 4 Q) o al regardless of the group classification of the building or structure. Multiple compartment sinks shall have RESIDENTIAL 1 200 AREA = X _` u at least one compartment complying with / . 2 75.0 1 d. Lobby areas in Group A-1 , A-2 and A-3 occupancies shall be not less than Class B materials. the requirement. - ' TOTAL 15 a 3411 ° o - x 0u- 0- u MAX Z �[ e. Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 TYPE OF CONSTRUCTION : TYPE VB s s 4 � ~' persons or less. HEIGHT OF LAVATORIES AND SINKS d m ALTERATION LEVEL: 1 (NYS 702) 01 f. For places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing ) shall be permitted. PARKING (280-78): BUSINESS: 1/200 SF = MIN. 5 a g. Class B material is required where the building exceeds two stories. RESIDENTIAL = 1 3 W h. Class C interior finish materials shall be permitted in administrative spaces. LEGEND 4 1 1/4 O 011/4 011/2 1 1/4 i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less. - SINK I cm LAV. EMERGENCY ® .� W.C. EXISTING FIRE WATER I3 m j. Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished SHOWER LIGHT SPRINKLER �� (Y floor in corridors and exit access stairways and ramps. CLOSET �s„ F.A.I. F.A.I. 11/26 EXITFIRE U k. Finish materials as provided for in other sections of this code. LAVATORY C O 2 3 011/4 SIGN EXTINGUISHER ct) 3 I C.O. rj I. Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1 .1 or 3 TRAVEL — – — SMOKE 903.3.1 .2. C.O. I 4 2 PATH DETECTOR S ' 4 — t ¢ . 4 , 77 m. Corridors in ambulatory care facilities shall be provided with Class A or B materials. 4 TO APROVED — CARBON MONIXIDE � 0 4" C.I. SEWER SLOPE" 1/4" PER FOOT PITCH TO DRAINk DETECTOR TRAP HOUSE 4 C.I. SEOPTIC SOYSTEM APRVED +' DRAWN: MH/MS TRAP HOUSE 4. IS, SCALE: JOB#: 7/24/2023 SHEET NUMBER: A-4