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HomeMy WebLinkAbout52208-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52208 Date: 08/22/2025 Permission is hereby granted to: 6955 Route 25 Corp PO BOX 199 Mattituck, NY 11952 To: Construct additions and alterations to convert an existing commercial retail building into a multi-use commercial building with full sprinkler system to include retail and 3 apartment units as applied for per SCHD approval. Premises Located at: 6955 Route 25, Laurel, NY 11948 SCTM# 122.-6-36 Pursuant to application dated 04/09/2025 and approved by the Building Inspector. To expire on 08/22/2027. Contractors: Required Inspections: Fees: Commercial-Addition & Alteration $2,515.50 CO Commercial-Addition/Alteration $100.00 Total $2,615.50 Building Inspector If" Fat* 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 littl)s://www.,sotitholdtowniiy.ggv Date Received APPLICATION FOR BUILDING PERMIT [ C [ 0 l a For Office Use Only bJ' PERMIT NO. Building Inspector: t -61)- i Applications and forms must be filled out in their entirety. Incomplete 1 OWT1 0, 'Snu,.i� bd1 applications will not be accepted.-Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:: OWNER(S)OF PROPERTY: Name: �qrs i uk e ZS Corp scTM# s000- 122- NO- Vo Project Address: (0 5-5- It jtt. -.�7►n.c,Je_' IVY Phone#: Email: dawlll i 1 00 id'A . Atf- Mailing Address: t fps- 66,J� Pwf, Ma+44Rtle- NY 119!�-2 CONTACT PERSON:Name: JqC V1 C0.m C Mailing Address: 120 BOX 5 1-1 Jama or+- IV ll / 7 -7 Phone#: �31_eay_ 37y Email: dYl.CYVC�0.YG�l+�C'IUr{�tJ rYlGC��•If DESIGN PROFESSIONAL INFORMATION: Name: C,hU y Iti �rwiq-S Mailing Address: PO Bw 977 J&krtt ort IVY 11 y 17 Phone#: 5)1c - 10Z- 3S1C/ Email: rrtaS 63(0aDI•CLv✓1 CONTRACTOR INFORMATION: Name: 7-6-1�) Mailing Address: Phone#: Email: DESCRIPTION'OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ,Wlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ � Will the lot be re-graded? ❑Yes BPUo Will excess fill be removed from premises? ❑Yes -RNo PROPERTY INFORMATION Existing use of property: 'Rohl;( Intended use of property: A KCd use CKz1-0.1 I t-gwm Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �� this property? ❑Yes ❑No IF YES,PROVIDE A COPY. ❑ Check BOx After Reading: The owner/contractor/design prcif'essional is responsible for all drainage and stcarrn water Issues as provIcledby Chapter 236 of the Town Cade. Af°PIICATION lS ifEflE y MADE to the Building Department1or type issuance of a Building pasratalt pursuant to fife Buildingone Ordinance of the Town of Southold,Suffolk,County,New`York and tither 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 appilcabla lay s,otMnances,bulldiog code, housing code and regulations andto 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 B (print name): Gti^l Cam C f� pp y(p ) ,� G) ram_ ,®Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 55: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2_W� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the, (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this (� ., day of Avn ZO!�-. Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residin at ff g 6khereby authorize Megan Carrick to apply on my behalf to the Town of Southold Building Department for approval as described herein. L131c) � Owner's Signature Date " Print OWher's-Name 2- i THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. fe ;; E � 9f ARCHITECT 12 - Q EXISTING EIjiT G_ 0 IN REVISIONS D E S C R I PT ION - - - 11 IIIIITT 1"X2" ON 1"X8" BELT BOARD 7/9/25 EDITS PER BUILDING DEPT. I WITH FYPON BRACKETS PER SECTION OF OWNER 6'-8" T.O. WINDOWS - - 1 aI 10 1 r SHINGLE SIDING PER �' _ L�L51 A 51 SELECTION OF OWNER 00 SHINGLE SIDING PER I- - 36" HIGH HAND RAIL o FIT SELECTION OF OWNER A 251 AX 51 AX 51 , �o INTEGRATED IN f0 42" HIGH AUG 2 n � TE P TE P 1 TE P GUARD RAIL PER NYS I .I 2, OOO OOO BUILDING CODE o ST Z EA o�oQo oQoQo 1"X2" RAKE TRIM ON ETA R j_ -- - - EA _ T.O. PROP. SECOND FLOOR - - - - _ 1"X8" RAKE BOARD N - - - N 8'-0" PLATE HEIGHT 1"X12" BELT BOARD 7'-0" T.O. WINDOWS ■ - - 5/4" WINDOW FIRST FLOOR AREA 2271 SF EXISTING & DOOR SURROUNDS (EXISTING) (TYPICAL) SECOND FLOOR AREA 1870 SF 0 TOTAL BUILDING AREA 4141 SF P5055 3070 P5055 — 'coI o 3070 P5055 TEMP 4141 SF X 40% = 1656 SF ALLOWABLE FOR APARTMENTS TEMP TEMP TEMP TEMP (40% OF BUILDING AREA) 3 UNITS TOTAL I 1 ® 421 SF STUDIO UNIT SECOND FLOOR T.O. FIRST FLOOR B6ARD & AT EN - 0A D BTE O1 © 522 SF ONE BEDROOM UNIT (SECOND FLOOR) - IDI 1 � 71 3 SF TWO BEDRO OM UNIT sl NG ( ) FIRST FLOOR o (TOTAL SF OF APARTMENTS = 1656 SF) N ACCESSIBLE RAMP WITH HANDRAIL 36" HIGH HAND RAIL 8"X8" POST WRAPPED PER NYS BUILDING CODE PER SELECTION OF OWNER (TYP OF 3) CL cf: Z E FRONT ELEVATION 0 Y � � SCALE: 1/4" = 1'-0" r) C) O O --� ` V �0 L0 W z � � o N (-- f=- W N QW � zQf L,i W 0 12 12 ( 1 0 EXISTING EXISTING = J O I EXISTING ROOF Q SHINGLES TO REMAIN 1"X2" ON 1"X8" BELT BOAR I - w 0 WITH FYPON BRACKETS PER 0 ll Q I n - -- --- - -- - - - — L J SECTION OF OWNER _ - - -- _ 1 X6 FRIEZE BOARD 0 W o� SHINGLE SIDING PER LO SELECTION OF OWNER BOARD & BATTEN 2446 F2446 SIDING PER SELECTION 3046 3046 ��F ��WN' R V) EGRESS EGRESS REMOVE EXISTING STANDING SEAM 1"X2" RAKE TRIM ON DECK & STAIRS — — — — — — — — — — — METAL ROOF REMOVE EXISTING 1"X8" RAKE BOARD 4 FOR NEW DECK & ROOFI II STAIRS — — — — — _ — — — — — — — — __ _ _ _— _ _ FYPON BRACKET 1"X6" FRIEZE BOARD — — — — — PER SELECTION 36" HIGH HAND RAIL 36" HIGH HAND RAIL OF OWNER INTEGRATED INTO 42" INTEGRATED INTO 42" HIGH HIGH GUARD RAIL PER GUARD RAIL PER NYS r 5/4" WINDOW NYS BUILDING CODE BUILDING CODEI I I I & DOOR SURROUNDS (TYPI CAL) BOARD & BATTEN -w4-6-- -,-�46 o SIDING PER SELECTION EGRESS EGRESS I I 3046 3046 OF OWNER EGRESS EGRESS 7" MAX RISER HEIGHT & 11" MIN I® OA BATTEN TREAD LENGTH 6" HIGH HAND RAIL IDI G ER SEL CT N STEEL STAIR PER NYS CODE 0 E 44" MIN STAIR WIDTH I RAMP 1:12 Charles M . Thomas ACCORDANCE W/ SECTION 11011.2 CONCRETE PATIO 44" 3'-8" I LINE OF EXISTING 12" BELOW �I DOOR & WINDOWS FINISHED FLOOR a r �' h I t e c t TO BE REMOVED PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 rE REAR ELEVATION PROJECT 2 SCALE: 1/4" = 1'-0" PROPOSED ELEVATIONS DATE: 4/7/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. �A - 001 00 1 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. ',. ARCHITECT - _ EXISTING ROOF SHINGLES TO REMAIN 12 _- -- --_ 12 EXISTING ROOF EXISTING_ _ _ -. _ EXISTING SHINGLES TO REMAIN REVISIONS D E S C R I P T ION - - - - RD PR -�_ PROP 6 FRIEZE BOA OP, 6 FRIEZE BOARD - _- 7/9/25 EDITS PER BUILDING DEPT. METAL ROOF OVER EXISTING WINDOW TO BE — — EXISTING WINDOW TO E 11 ICE AND WATER REMOVED & INFILL REMOVED & INFILL I -- CONSTRUCTION I I I CONSTRUCTION PROP DORMER 1/2" PLYWOOD 36" HIGH HAND RAIL SHEATHING 12 INTEGRATED INTO 42" HIGH GUARD RAIL PER 2"X6" 5 F NYS BUILDING CODE ! I I I 12 5 2"X6" @16" oc 1"X2" RAKE TRIM ON LAG BOLTED LINE OF EXISTING ROOF I - 1"X8" RAKE BOARD 4 1TO BE REMOVED FOR BOARD & BATTEN 2"X4" NEW BALCONY — — SIDING PER SELECTION 6" FRIEZE BOARD 2 x4 VERTICAL &" CONSTRUCTION OF OWNER BOX GIRDER DIAGONAL FYPON BRACKET PER SELECTION OF OWNER WRAP ICJ 1"X " E WRAPPED PER SELECTION OF AZEK B AR,& BA EN IDI G R EL TId OWNER 0 0 ER 36" HIGH HAND RAIL 2042 2042 3046 3046 PER NYS BUILDING EGRESS EGRESS 3'—Q" CODE 3'-6" RAMP �D UNIT 3 ENTRY ROOF DETAIL 1 SCALE: 1/4" = 1'—O" 0 zi . . E SIDE ELEVATION Lu = BUD3 SCALE: 1/4" = 1'-0" Lo0 0 L C\l � o W F m � W QW z W �-- w J 0 - EXISTING ROOF SHINGLES TIC_ REMAIN W cn _TT jiff I I U 1 -- O - - - -EXISTING EXISTING - L ROOF - EXISTING ROOF lXh _ !� SHINGLES TO REMAIN �- Q 36" HIGH HAND RAIL 0) � TE INTEGRATED INTO 42" A 1 HIGH GUARD RAIL PER - - NYS BUILDING CODE li�6REMOVE EXISTING REMOVE EXISTING 11 1 U I U I 1 11 1 1 1 11 ROOF ROOF --- - -- - -- i 1 X6 FRIEZE BOARD S RAPPEDPER ELECTION OF BOARD & BATTEN WNER SIDING PER SELECTION OF OWNER I 7" MAX RISER HEIGHT & 11" MIN TREAD LENGTH Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E SIDE ELEVATION PROJECT 4 SCALE: 1/4" = 1'—O" PROPOSED ELEVATIONS DATE: 4/7/25 PROJECT No. DRAWNG BY. MC CHK BY. DWG No. A❑- 002 00 2OF7 I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW K STATE. 25'-5" 16,-0" 8'-4" 5'-8" 7'-0" 8'-1" 4'-8" x �NI to N 19R X. CLEAR FLOOR SPACE m m � r✓, - `-' r" ? ri, \ I PER 404.23.2(A) v m 56' MIN. I Z REMOVE EXISTING STAIRS FOR NEW STAIRS. PROPOSED STAIRS 67' DIA. TURNING SPACE ' LIVING I I PROPOSED ` �"" � ARCHITECT TO HAVE A MAX RISER HEIGHT BEDROOM 20'-3" OF 7" & A MIN. TREAD OF 11". FI / - - ___I ROOM 52' 60" - CLEAR L I MIN. I - - FLOOR R REVISIONS D E S C R I P T 1 0 N I SPACE PER o "CLOSING UNIT 3 F I „oACC of ton �1 UP 44" MIN STAIR WITH IN I 713 SF I N PER 4D4.2.3.2(A) I ACC A 117.1 = / / CLEAR FLOOR SPACE 5Y MIN. 7 9 25 EDITS PER BUILDING DEPT. ACCORDANCE W/ CLEAR FLOOR SPACE PROPOSED SECTION 11011.2 2 BEDROOM I PER 404.2.3.2(B) 6� 8/15/25 EDITS PER BUILDING DEPT. CONCRETE PATIO ACCESSIBLE UNIT12" BELOW LFINISHED FLOOR ao' MIN. - - - RAMP TO COMPLY W THE I I I (gyp 60' t_ MIN. WDTH CLEARANC 2020 BUILDING CODE OF NYS WIDTH of TUB o PROPOSED RAMP & ICC/ANSI 117.1 STANDARD F I z x - _ -�o•- - - " - - iV MAX SLOPE OF 1:12 I T 56• MIN. % I r 7-52• - - MAX CROSS SLOPE OF 1:48 I I I I = = I I f - �- I �Q 36" HIGH HAND RAIL ON - C 'S Z REMOVE EXISTING ROOF FOR 3'-8" �-8- 00 a n O 3 ' MIN. EITHER SIDE OF RAMP PROPOSED BALCONY _ M CONSTRUCTION o / - I DECK ANDING x L - - - 30 1 UNIT 1 = a - - i 67" DIA. TURNING SPACE I 30" I o 5'-0" STORAGE _ 8"X8" POST WRAPPED 52" MIN. ao EXISTING EXISTING HEADER PER SELECTION OF g - -' BILCO DOORS OWNER `'' BATHROOM _ N--- ::ij N s N o 3s• MIN. 0 36" HIGH HAND TO REMAIN io oIL 1 c� 1 9 TJI 230 1 -�8 - s LINE OF ROOF ABOVE AIL (TYP) @ 16 OC. a0DBEDROOM6r DIA. TURNING SPACE Z = PROPOSED 2"x4" BOX GIRDER '�O PROPOSED I oDECK I of = o g -"' =-4 DECK = 36" HIGH HAND RAIL 42 NOTES o mo 6'_9„ - 0 7'-10" TO SOTTO 7'_4" INTEGRATED INTO 42" HIGH SECTION 603.2.2 DOOR SWING (ICC/ANSI k �� 1. OPERABLE PARTS: OF DROPPED 1 42" LIGHTING CONTROLS, ELECTRIC PANELS, ELECTRICAL �2�3046 xo N �2�3046 HEADER N GUARD RAIL PER NYS 117.1-2009)RESS Doors shall not swin into the clear floorRESS m " i " = BUILDING CODE (TYP) gONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, (31 2 X 0 space or clearance for any fixture.EXISTINGENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS, PLUMBING O IF I EXCEPTION: Where the room Is for Individual (2) 9 ML HEADER o� (2) 9 ML HEADER UNIT 2 ;a use and a clear floors ace complyingwith QUEEN FIXTURE CONTROLS AND USER CONTROLS FOR SECURITY OR 1 'S STORAGE P ? INTERCOM SYSTEM SHALL COMPLY WITH SECTION 309 OF 2017 ',� section 305.3 (30"x52") is provided within the BED ,� ACC A117.1 IN 4'_0" room beyond the arc of the door swing, the o W ^door shall not be re wired to com I with2. MIRRORS IN LAVATORIES: 14'-4 11'-6" 4 PY a CLOSET.section 603.2.2. TO COMPLY WITH SECTION 606 SHALL HAVE THE BOTTOM CL LINE OF NEW CAGE STORAGE �V)2, °e EDGE OF THE REFLECTING SURFACE 40" MAX ABOVE THE CONSTRUCTION (TYP) UNITS CEILING HEIGHT 8'-4" o RETAIL BATHROOMS ICC ANSI 117.1 -2009 �� 1 30oMIN. I FLOOR. 3. OPERABLE PARTS PROPOSED I ao - LIKE LIGHTING CONTROLS, ELECTRIC PANELS, ELECTRICAL ' LIVING PROPOSED o co '� UNIT 3 SCALE: 1/4" = 1'-0" SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTAL o ' BEDROOM STORAGE 8'-O" CONTROLS, APPLIANCE CONTROLS, PLUMBING FIXTURE ROOM J REMOVE EXISTING DOO CONTROLS AND USER CONTROLS FOR SECURITY OR INTERCOM QSMOKE _J & INFILL WALL STUD _DETECTOR 3 7 9" CONSTRUCTION SYSTEM SHALL COMPLY WITH SECTION 309 OF 2017 ACC UNIT 3 I oN FIGURE 1103.11.2.5.2 A117.1 . . 0 W M C - ExISTIN STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS W 713 SF x 1103.12 Kitchens. UNIT 3 I CC AN SI 1171 -2009 ACCESSIBLE UNIT COMPLAINT WITH Q (�/ IN ICI 2 BEDROOM ���o of C�-- LINE OF NEW EXISTING Kitchens shall comply with Section 1103.12. ICC/ANSI 117.1 2009 ¢ = 0 WALLS TO REMAIN (TYP) 1103.12.1 Clearance. .. ,. u J O I'I o ACCESSIBLE UNIT ,�O �s, x r Clearance complying with Section 1103.12.1 shall be provided. SCALE: 1/4 = 1 -0 N SEE DETAIL FOR ICC/ANSI 117.1 2009 COMPLIANCE �6 W 1103.12.1.1 Minimum clearance. mmi OCCUPANCY R "' 6'-2" �o ( EZH 20 SPLIT Clearance between all opposing base cabinets, countertops, appliances, or walls within kitchen work areas shall be 40 inches (1015 mm) minimum. 0Lo . OCCUPANT LOAD: 4 _ _ &oo I BI-LEVEL DRINKING 125 CFM EXHA S J o FOUNTAIN MODEL L 5-0' 3'-0" iv CLOSET. �a< I LZSTL8WS FIGURE 1103.12.1.2(B) FAN TO EXTERI R U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS EXCEPTION Z - - J 1103.12.2 Clear floor space. - I SMOKE / Clear floor spaces required by Sections 1103.12.3 through 1103.12.5 shall comply with Section 305. O L O~DETECTOR 1 HOUR FIRE RATED WALL (UL U305) m 1103.12.3 Work surface. W 1� 0 1-LAYER OF J" SHEET ROCK ON IF- - CARBONC -MONOXIDE o �O PROPOSED � I 2"X6" WALL STUDS WITH ROCK WOOL * At least one section of counter shall provide an accessible work surface 30 inches (760 mm) minimum in length complying with Section 1103.12.3. Q II O DETECTOR i BATHROOM 00 INSULATION WITH 1-LAYER OF g" Exception: Spaces that do not provide a cooktop or conventional range shall not be required to provide an accessible work surface. _ - -Lac SHEET ROCK ON RESILIENT CHANNEL LJJ W :0 TO BE CONSTRUCTED AS A FIRE 1103.12.3.1 Clear floor space. 1 '-4" IF_ 3-6" 8'-0" BARRIER (SEC. 707) A clear floor space, positioned for a forward approach to the work surface, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. ~ ^ 1n `O DW o * Exception: Cabinetry shall be permitted under the work surface, provided the following criteria are met: J O I Z„ - L Q 5 w 0 1 1. The cabinetry can be removed without removal or replacement of the work surface, Q :D 9'-10 I a_ o> a 2. The floor finish extends under the cabinetry, and / \ �- RETAIL y' w o_Z o � 3. The walls behind and surrounding the cabinetry are finished. i w� - - * 1103.12.3.2 Height. C� ' 3I 02 Q0 0 1564 SFW In g-78" o �0 "' 30 I 1 = The work surface shall be 34 inches (865 mm) maximum above the floor. ®� � 1.1 i 1 1 0 I OCCUPANCY B/M Exception: A counter that is adjustable to provide a work surface at variable heights 29 inches (735 mm) minimum and 36 inches (915 mm) maximum above the floor, or `'' 3 x ' OCCUPANT LOAD: ;a that can be relocated within that range without cutting the counter or damaging adjacent cabinets, walls, doors, and structural elements, shall be permitted. Q Q I n J W w '{� I M I J w ®F o� TINE 1OF 5 L�Y GROUP B: 11 io 1103.12.4.1 Clear floors ace. Q- O^O > <0-w EILI G I - GROUP M: 26 = A clear floors ace, positioned for a forward approach to the sink, shall be provided. Knee and toe clearance complyingwith Section 306 shall be o o a 3'-8" P P PP P provided. QLO PROPOSED W"'0_a' I Exceptions: W I--- 0 3�0 - - - CID _ i� 1. The requirement for knee and toe clearance shall not apply to more than one bowl of a multi-bowl sink. o 5' STANDARD STEEL PIPE COLUMN "� 2. Cabinetry shall be permitted to be added under the sink, provided the following criteria are met: X Q BEDROOM 6'-5" 0- 0 ­40040 o Q ON A 36"X36"X18 DEEP POURED 2.1 The cabinetry can be removed without removal or replacement of the sink, �w C'-SMOKE 3 CONCRETE FOOTING. DETECTOR o i7 2.2 The floor finish extends under the cabinetry, and W 2.3 The walls behind and surrounding the cabinetry are finished. 2 0 1 � �, 2 3. A clear floor space providing a parallel approach and centered on the sink shall be permitted at a kitchen sink in a space where a cook top or conventional range is not S �o ROPOSED I < 1 HOUR FIRE RATED WALL (UL U305) S provided. UAD BATHROOM o o 1-LAYER OF J" SHEET ROCK ON 11'-0" 0 2'-0'o I 2"X6" WALL STUDS WITH ROCKWOOL *. A clear floor space providing a parallel approach and centered on the sink shall be permitted at wet bars. N o Co 1103.12.4.2 Height. In 7_5" r INSULATION WITH 1-LAYER OF The front of the sink shall be 34 inches (865 mm) maximum above the floor, measured to the higher of the rim or counter surface. SHEET ROCK ON RESILIENT CHANNEL Exception: A sink and counter that is adjustable to variable heights 29 inches 735 mm minimum and 36 inches 915 mm maximum above the floor, or that can be BUILT INS o �� v TO BE CONSTRUCTED AS A FIRE P J 9 ( ) ( ) 1 HOUR FIRE RATED WALL (UL U305) �0 BARRIER (SEC. 707) relocated within that range without cutting the counter or damaging adjacent cabinets, walls, doors and structural elements, provided rough-in plumbing permits connections of supply and drain pipes for sinks mounted at the height of 29 inches (735 mm), shall be permitted. ELF CLOSING _ 1103.12.4.3 _J 3 " Faucets shall acomply with Section 309. Co 0 ' " 1103.12.4.4 Exposed pipes and surfaces. In 21'-3" 16R 23-2 , Water supply and drain pipes under sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under sinks. 1103.12.5 Appliances. 11 7 8 " TJI 560 ® 16" OC. 11 7 8 " TJI 560 016" OC. Where provided, kitchen appliances shall comply withSection 1103.12.5. _ = 1103.12.5.1 Operable parts. N o All appliance controls shall comply with Section 1103.9. Exceptions: CEILING HEIGHT 7'-8" 00 1. Appliance doors and door latching devices shall not be required to comply withSection 309.4. 2. Bottom-hinged appliance doors, when in the open position, shall not be required to comply wittection 309.3. O FIRE DOOR TO BE SELF 0 1103.12.5.2 Clear floor space. r- CLOSING & SELF LATCHING IN I A clear floor space, positioned for a parallel or forward approach, shall be provided at each kitchen appliance. COMPLIANCE WITH SEC 716.2 1103.12.5.3 Dishwasher A clear floor space, positioned adjacent to the dishwasher door, shall be orovided. The dishwasher door in the open Charles M . Thomas 1103.12.5.4 Cooktop. - I IF­A11C Z position shall not obstruct the clear floor space for the dishwasher or an adiarent cinte P5 M5 1270 1270 P5C 55 1270 1270 LINE OF EXISTING WALL TO BE- I Cooktops shall comply with Section 1103.12.5.4. a r C h I t e C t TENIP TE:tAP 1 REMOVED I 1103.12.5.4.1 Approach. 1 COVEREDENTRY COVERED ENTRY ;� A clear floor space, positioned for a parallel or forward approach to the cooktop, Shall be provided. PO BOX 877 JAMESPORT, NY 11947 (516) 702-3519 16 I I I I 1103.12.5.4.2 Forward approach. I 1 1 1 Where the clear floor space is positioned for a forward approach, knee and toe clearance complying withSection 306 shall be provided. The underside of the cooktop shall be I" I I insulated or otherwise configured to protect from burns, PROJECT Fr-- --1] 36" HIGH IAND RAIL I -� 1 abrasions or electrical shock. 1103.12.5.4.3 Parallel approach. J L P5 5 P5 55 Where the clear floor space is positioned for a parallel approach, the clear floor space shall be centered on the appliance. 1103.12.5.4.4 Controls. RAMP 0 COMPLY W THE TE P TE P The location of controls shall not require reaching across burners. 2020 BU LDING CODE CF NYS 1103.12.5.5 Oven. & ICC ANSI 117.1 2009 36 HIGH HAND RAIL ON Ovens shall comply with Section 1103.12.5.5. of UP EITHER SIDE OF RAMP 60% OF RUBLIC ENTRANCES 1103.12.5.5.1 Clear floor space. STANDARD ARE TO E ACCESSIBLE IN P MAX SLOPE OF 1:12 ACCORDA CE TO SEC. 1105.1 A clear floor space shall be provided. The oven door in the open position shall not obstruct the clear floor space for the MAX CROSS SLOPE OF 1:48 1103.12.5.5.2 Side-hinged door ovens. Side-hinged door ovens shall have a countertop positioned adjacent to the latch side of the oven door. 1103.12.5.5.3 Bottom-hinged door ovens. PROPOSED FIRST FLOOR Bottom-hinged door ovens shall have a countertop positioned adjacent to one side of the door. 1103.12.5.5.4 Controls. PLAN 8-8 " _ The location of controls shall not require reaching 7' 0" 9'-7" q 9 across burners. 1103.12.5.6 Refrigerator/freezer. Combination refrigerators and freezers shall have at least 50 percent of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370 mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the refrigerator/freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of the appliance. DATE: 4/7/25 10'-24" 4'-34" 2'-101" 7'-4j" 4'-7a" 1103.13 Windows. PROJECT No. 5'-5" 7'-6" 7'-6" Operable windows shall comply with Section 1103.13. DRAWING BY. MC Exceptions: CHK BY. 1. Windows in kitchens shall not be required to comply withSection 1103.13. 34'-11" 14'-10" 2. Windows in bathrooms shall not be required to comply withSection 1103.13. DWG No. 1103.13.1 Natural ventilation. W-4-003-M FIRST FLOOR PLAN Operable windows required to provide natural ventilation shall comply withSections 309.2 and 309.3.1103.13.2 Emergency escape. 3 1 Operable windows required to provide an emergency escape and rescue opening shall comply withSection 309.2.SCALE: 1/4" = 1'-0" 1103.14 Storage facilities. Where storage facilities are provided, at least one of each type shall comply withSection 905. Exception: Kitchen cabinets shall not be required to comply withSection 1103.14. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I i THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. INTERIOR WALL ASSEMBLY UL DESIGN: U305afi : a;�� r,: ' '.fit..:` "� BEARING WALL RATING- 1 HOUR REMOVE EXISTING STAIRS FOR NEW TO HAVE I A MAX RISER HEIGHT M, y �� �r ARCHITECT OF 7" & A MIN. TREAD OF 11". 2 3 r 1. Wood Studs —MIN. Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. REVISIONSDESCRIPT ION r — — — 2. Joints and Nail-Heads —Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when 7/9/25 EDITS PER BUILDING DEPT. _ _ _ square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 8/15/25 EDITS PER BUILDING DEPT. I 3. Gypsum Board* —5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in N j I I widths other than 48 in., gypsum panels are to be installed horizontally. 4. Steel Corner Fasteners —(Optional) —For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. I STEEL wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge gaiv steel. Fasteners applied only to the end or cut edge 49'-9" 1STAIR (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to 25'-5" 16'-0" — — — — adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 20'-9" 4'-8" 7'-8" 4'-4" 4'-0" 11-10" 6'-6" 5. Batts —Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be friction-fitted to completely fill the stud cavities. 6. Resilient Channel —Optional —Not Shown —For use on one side of the wall - Resilient channels, 25 MSG gaiv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. _ _ 44" MIN STAIR WIDTH IN When resilient channels are used, insulation, Items 5C or 5D is required. INE OF EXI TING WALLS BELO 3'-8" ACCORDANCE W/ 8. Caulking and Sealants —(Not Shown, Optional) —A bead of acoustical sealant applied around the partition 3 I SECTION 11011.2 perimeter for sound control. 9. m ¢ STC Rating —The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: 1 '-O" v. 3 I 7 36" HIGH HAND RAIL A.Item 2, above —Nailheads Shall be covered with joint compound. B.Item 2, above —Joints As described, shall be covered with fiber tape and joint compound. o I o PROPOSED 3 ¢ INTEGRATED INTO 42" HIGH C.Item 5, above —Batts and Blankets* The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass insulation batts I I BALCONY Z � I I j GUARD RAIL PER NYS measuD.It mr16g above in. thick Framing 1 Members Tye. pe a RSIC-1 clips shall be used to attach sum board to studs on either side of the wall I PROPOSED � BUILDING CODE (TYP) 9 * YP P 9YP : REMOVE EXI NG ROOF FOR assembly. °° �° X o I I LANDING I LINE OF EXISTING DECK E.Item 8, above —Caulkingand Sealants Not Shown A bead of acoustical sealant shall be applied around the partition perimeter for sound PROPOSED BALCONY w ( ) pp p CONSTRUC71 (SEE DETAIL) w n I I TO BE REMOVED control. C) 0 I F.Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B) and Steel Framing Members (Item 6A), not evaluated as alternatives for w n I I obtaining STC rating. �2l Z FIRE DOOR TO BE SELF GcR sss ING IN — (2) 46 J I _ —1— -� COMPLIANCE CLOSI SWITHELF LSECH716.2 (2) 9 1" ML HEADER 2 9 ML HEADER -EXISTING WINDOW TD BE LINE OF EXISTING REMOVED. INFILL WALLS TO REMAIN 0 CONSTRUCTION (TYP) � M F13'-9" 4'-6"14'-2" 11'-0" ®a 31 z0f 0 PROPOSED 3 =d Q w �® ml BEDROOM o PROPOSED a: = W J I = LIVING Z Z 3II S SMOKE W �I Q �I O J O--DETECTOR a a 0 F N XISTING FOUNDATION WALL m as V I TO REMAIN LINE OF NEW UNIT 1 0 Co � ��I- WI I �Q �— a CONSTRUCTION (TYP) 522 SF 1 BEDROOM = of o =wW o 0U, 0 In o OCCUPANCY R UJ ZI Z ono ZI I w 1 �I OCCUPANT LOAD: 3 1 JI z1- 0 �6E W 4 EXISTING BILCO V) �o s� I o I TO REMAIN w o 0 SMOKE _ 7-O" MI CORRIDO m a w I I ' O Lo0 o O`DETECTOR o — J r— WIDTH 36" a > T CLOSET. CARBON I I pW (SE TION 1020.J) 04 5' 0" C MONOXIDE W ?O DETECTOR I W STEP DOWN Z N G� DR R. EXISTING FOUNDATION Q m �— ��� o I I WALL TO REMAIN W w EXISTING I— W closET.I `3o I FOUNDATION WALL 1 HOUR FIRE RATED WALL (UL U305) 125 CFM EXHAUST a s� _ _ o TO REMAIN EXISTING LALLY Q Z FAN TO EXTERIOR �� <W rn o Q:J 1-LAYER OF J" SHEET ROCK ON — — I „�O I I O 2"X6" WALL STUDS WITHROCKWOOL ;n �6� I 00 I- 00 z COLUMN (TYP) INSULATION WITH 1 LAYER OF �" g' 6" a 2'-2" REF. — — CLOSET. 4'-O" �� N= O SHEET ROCK ON RESILIENT CHANNEL `a= ,-� w TO BE CONSTRUCTED AS A FIRE o It I —) :D BARRIER (SEC. 707) W w Z -I � ' Q °0 1 HOUR FIRE RATED 1 HOUR FIRE RATED DR R. ?� EXISTING LALLY EXISTING Q U WALL (UL U305) WALL (UL U305) "�� COLUMN (TYP) COLUMN (TYP) I - - - - _ _ _ _ — - - - - - - W Z z DN "' 9'-6" 5'-0" -8" 2-0" — — — — — — — — — �— — — — — W�I II ,6R �� I I i Q I— o0I I 0 O wwo I -EXISTING WINDOW TD BE _ ti v I � = I I EXISTING FLOOR EXISTING FLOOR JOISTS TO REMAIN JOISTS TO REMAIN JWI I CONREM�TRUCTIONLL I 25 CFM EXHAUSTio 0 I o % 1 I I o Ul W O PROPOSED 36" HIGH HAND RAIL I FAN TO EXTERI 26,6 w I (' J I EXISTING � rnrn II UNFINISHED GUARD IL IPNTO 42"ER NYS HIGH I O`DETOECTOR KE Z I ml I UNFINISHED OZ O- V� Q STORAGE BUILDING CODE (TYP) I CARBON J �I I BASEMENT �M 2 I O�—D ONOXIDE ,TOR , ro�� Ld C. / 3 2 TO REMAIN Z F s i I UNIT 2 `� � I NII s i W L o 1421 SF STUDIO I w UJ I EXISTING �I , I-� I OCCUPANCY R I q to w COLUMN (TYP) -EXISTING WINDOW TO BE N OCCUPANT LOAD: 3 ass ZI I - —�- - —- (I REMOVED. INFILL 3-3 8 (I I� I I I L I EXISTING GIRDER TO I CONSTRUCTION � I I I I o REMAIN �a oM w II N o v 00 = I I EXISTING N z Z SLAB EXISTING FOUNDATION N F- 3 I I I WALL TO REMAIN EXISTING w o LJ TO REMAIN COLUMN (TYP) a I LIVING _ I EXISTING LALLY o II COLUMN (TYP w _ i 25'-5" I 1 '-10" z — o I J EXISTING GIRDER TO Lx Z G'-4" PLATE HEIGHT 5'-4" PLATE HEIGHT — 5'-4" PLATE HEIGHT 4"X4" POST (2) 11 �" ML HEADER 4"X4" POST — — — J I REMAIN o M _ _ _ _ Charles M . Thomas 00 AX251 BOX OUT AS SHOWN FWG-8g68 AX251 BOX OUT AS SHOWN Z 00 a r C rl I t e C t I SO THAT TOP OF THE F- 0 I PROPOSED o F- 0 SO THAT TOP OF THq — BOXED OUT AREA IS O COVERED I O BOXED OUT AREA IS F� LINE F EXISTING AX251 — — AX251 — — AX251 — 4" BELOW WINDOW = 3 I BALCONY n - 4" BELOW WINDOW I I X PO BOX 877 JANIESPORT, NY 11947 (516) 702-3519 ROOF OVERHANG TEMP TEMP TEMP AX251" cD w D c2 "AX251" w0 PROPOSED PROPOSED PROPOSED I " x DORMER DORMER DORMER LINE OF 8'-0" iv ® PROPOSED N ® INE OF 8'-0" HIGH WALL FLAT ROOF HIGH WALL I EXISTING FOUNDATION ALF WALL [HALF W ALL TO REMAIN PROJECT L - - - - 36" HIGH HAND RAIL HEADER OW— INTEGRATED INTO 42" LINE OF EXISTING WALL BEL HIGH GUARD RAIL PER TO REMAIN 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" NYS CODE 7'-3" 7'-3" 4'-0" 3'-6" 4'-0" 3'-6" 4'-0" 14'-6" It d PROPOSED SECOND 49-9» FLOOR PLAN & EXISTING FOUNDATION PLAN FOUNDATION WALL En TO REMAIN J DATE: 4/7/25 EXISTING PROJECT No. SLAB DRAWING BY. MC TO REMAIN CHK BY. EXISTING FOUNDATION DWG No. MAIN oo �"� P SECOND FLOOR PLAN P FOUNDATION PLAN WALL TO R I�J�JI 4OF7 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. EXISTING RIDGE 12 XJ 12 :, .^ WnT EXISTING v AIN E STING ROOF o EXISTING �'- .•. L OF RAF HERS TO RE RAFTERS TO AIN M RE RO EXISTING !,^✓a PROPOSED 2w X10w CEILING JOISTS 0 16 O.C. �4 ARCHITECT TYPICAL FLOOR CONSTRUCTION FINISH FLOOR PER SELECITON OF OWNER ON r MAXXON - - - - - - - - - - - - - - - - - - - - - - - - I 6'-8" T.O._WINDOWS 3"X3" ALUM POSTS BY 'FEENY RAIL' GYPCRETE ON r CDX PLYWOOD SUBFLOOR ON 11 r TJI `EXISTING CEILING JOISTS PROPOSED LAG BOLT PER SPEC AND POST JOISTS 560 SERIES 0 16 O.C. WITH R-38 BATT INSULATION TO BE REMOVED REVISIONS D E S C R I P T 1 0 N COVERS R P S SELECTED ACO (3 PER OWNTo oE) PROPOSED 1 HOUR FIRE RATED WALL (UL U305) UNIT 1 FOR SOUND ATTENUATION do ENERGY CODE CONFORMANCE — 1—LAYER OF J" SHEET ROCK ON BEDROOM 2 LAYER OF r TYPE C GYP BOARD AT THE CEILING ON UNFINISHED 7/s/25 EDITS PER BUILDING DEPT. RESILIENT CHANNELS — 1 HR RATED ASSEMBLY (UL M546) _ UNIT I 2"X6" WALL STUDS WITH ROCKWOOL P--EXISTING HALF WALL TO EXISTING R00 RAFTERS " PLYWOOD Do TO REMAIN BALCONY I 522 SF 1 BEDROOM PROP INSULATION WITH 1-LAYER OF STORAGE BE REMOVED ROPOSED SINGLE PLY RUBBER ROOFING SINGLE PLY RUBBER ROOFING to CLOSET BATHROOM SHEET ROCK ON RESILIENT CHANNEL 1 1 8/15/25 EDITS PER BUILDING DEPT. OVER 45# ROOF FELT PROPOSED UP 24" ON REAR WALL BEDROOM TO BE CONSTRUCTED AS A FIRE 12 RIP 2"X4" ACO (3 4" TO 0") BARRIER (SEC. 707) 1 1 J"X4" DECKING (PER OWNER) DECKING PER J" MAXXIN GYPCRETE Q 5 PROPOSED O.C.RR ® 16" .C. SELECTION OF ON CDX PLYWOOD ON • ( I HEADER o 3/4" PLYWOOD T`, PROPOSED 11 ' TJI FLOOR JOISTS 560 SERIES 0 16 O.C. OWNER_. 11 " TJI FJ 560 SERIES T.O. PROP. SECOND FLOOR 1 LET IN 2"X6" AC:O NAILER EXISTING FJ TO 9�TJL560�ERI€S'®�6" O.C, REMAIN — — — — 8'-0" PLATE HEIGHT - EXISTING ROOF RAFTERS EXISTING HEADER L L BEAD BOARD 7'-0" T.O. WINDOWS TO BE REMOVED TECO EACH FLUSH JOIST EXISTING FLOOR JOISTS 2-LAYERS OF �" SHEET EXISTING F OOR JOISTS - - - CONNECTION TO BE REMOVED SROCK FOR 1 EPARATION HOUR FIRE 1 1 & POST T BE 8"X8" POST WRAPPED REMOVED PER SELECTION OF PROPOSED RETAIL UNIT 3 OWNER LINE OF STAIR WALL RETAIL713 SF It 1 1 2 BEDROOM o BEYOND 1 1 I � ACCESSIBLE UNIT I OO WASHER/ 1 HOUR FIRE RATED WALL (UL U305) o ;o PROPOSED PROP DRYER LYER 0 1 1 1 BATHROOM HA LL 1- A F " SHEET ROCK ON i� BEDROOM CLOSET FRONT LOAD > 2"X6" WALL STUDS WITH ROCKWOOL EXISTING WALL TO INSULATION WITH 1-LAYER OF II SHEET ROCK ON RESILIENT CHANNEL REMAI N 1 1 TO BE CONSTRUCTED AS A FIRE BARRIER (SEC. 707) T.O. FIRST FLOOR EXISTING FJ TO REMAIN 2"X10" ACID DJ 0 16" O.C. EXISTING FLOOR 2"X10" ACO 3-2"X10" ACID GIRDER JOISTS TO REMAIN EXISTING CONCRETE LEDGER SLAB TO REMAIN EXISTING FOUNDATION EXISTING FOUNDATION EXISTING FOUNDATION WALL TO REMAIN WALL TO REMAIN WALL TO REMAIN 12"0 SONO TUBE ON 24"X24"X12" P,C. �. FOOTING MIN 3' BELOW GRADE (MUST BE VIRGIN SOIL) EXISTING CONCRETE EXISTING CONCRETE SLAB TO REMAIN SLAB TO REMAIN =IAL . 1 0. o BALCONY DETAIL rs CROSS SECTION 1 cc Z ji SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" LLJ 0 = Q LL. U � o o -� �- EXISTING RIDGE Lf) z C\J W � 12 W EXISTING RO � EXISTING OF RAFTS Q w z — — — — — RS TO REMAIN - — — — — — —EXISTING CEILING JOISTS— — LINE OF EXIS ING ROOF Li L PORTION TO E F- 1 1 TO BE REMOVED REMOVED O n UNFINISHED 1 11 LINE OF R00 BEYOND I I U STORAGE LL 1 1 EXISTING RIDGE LINE OF EXISTING WALL 1 1 - -1 (W 1 TO BE REMOVED AS EXISTING RIDGE SHOWN 12 r EXISTING HALF o Q 5 12 1 I WALL TO BER�MP\� Fk/STING R Q EXISTING REMOVED EXISTING COLLAR TIES TO RF o_ WI n E��S M��N U J ❑ PROPOSED 2"X10" CJ 0 16' O.C. PROPOSED 2"X10' CJ ® 16' O.C. � � EXISTING FLOOR JOISTS — — — — — — — — — — — — — — — — — — — — — — EXISTING HEADER �f & POST T BE REMOVED TRAY CEILING TO 8'-0" EXISTING CEILING JOISTS CEILING HEIGHT TO BE REMOVED EX STING 1 HOUR FIRE RATED WALL (UL U305) ��Oa UNFINISHED o > 1-LAYER OF J" SHEET ROCK ON UNIT 2 o PROP t 2"X6" WALL STUDS WITH ROCKWOOL CLOSET F�9/ STORAGE SHEET ROCK ON RESILIENT INSULATION WITH 1-LAYER �H NNEL I y DID 36" HIGH HAND RAIL INTEGRATED TO BE CONSTRUCTED AS A FIRE INTO 42" HIGH GUARD RAIL PER 707)BARRIER (SEC. NYS BUILDING CODE 1 HOUR FIRE RATED _ _LINE OF WALLS BEYOND WALL ( L U305) S CROSS SECTION THROUGH FRONT DORMERS - - -- PROPOSED 11 �' TJI FLOOR JOISTS 560 SERIES 016' O.C. -BOMSEL112 aFt lM &Q MIES-Ojf Q,�.— — — — TYPICAL FLOOR CONSTRUCTION EXISTING FLOOR JOISTS-- - —— — — — ---- — — — GYPCRETE ON PER SELEgTON OF CDX PLYWOOD SUBFOWNER ON ' MAXXON 3 SCALE: 1/4" = 1'—O" PROPOSED HEADER FLUSH " LOOR ON 11 �' TJI & POST TO BE JOISTS 560 SERIES 0 16" O.C. WITH R-38 BATT INSULATION REMOVED > FOR SOUND ATTENUATION do ENERGY CODE CONFORMANCE — 2 LAYER OF r TYPE C GYP BOARD AT THE CEILING ON PROPOSED PROPOSED RESILIENT CHANNELS — 1 HR RATED ASSEMBLY (UL M546) INTERIOR FLOOR/CEILING ASSEMBLY RETAIL RETAIL o 00 00 UL DESIGN: M546 1 HOUR WOOD I-JOIST FLOOR-CEILING ASSEMBLY EXISTING WALL TO 1 HOUR FIRE RATED Charles M . Thomas 2 2 WALL (UL U305) 4• 2 4• REMAIN �' � 5" STANDARD STEEL PIPE COLUMN LINE OF WALLS BEYOND ON EXISTING FOUNDATION WALL a r C h I t e C t EXISTING FLOOR JOISTS TO REMAIN EXISTING FLOOR JOISTS TO REMAIN PO BOX 877 JAtwIESPORT, NY 11947 (516) 702-3519 EXISTING GIRDER TO EXISTING CONCRETE REMAIN SLAB TO REMAIN PROJECT EXISTING FOUNDATION EXISTING FOUNDATION s 4 5 6 7 6 WALL TO REMAIN WALL TO REMAIN EXISTING UNFINISHED BASEMENT 1. 3/4" FLOOR TOPPING MIXTURE, 1x4 T&G LUMBER PERPENDICULAR TO JOISTS OR 15/32" WOOD STRUCTURAL PANEL FINISH FLOOR 2. MIN. 19/32" WOOD STRUCTURAL PANEL SUBFLOOR In 3. MIN. 9-1/2' WOOD I-JOISTS 24" O.C. 4. MIN. 3-1/2' GLASS FIBER OR MINERAL WOOL INSULATION. NO MAXIMUM THICKNESS. EXISTING CONCRETE 5. MIN. 25 GAUGE 1/2" RESILIENT FURRING CHANNELS (RC-1, RC-2) 16" O.C. SLAB TO REMAIN EXISTING LALLY COLUMN 6. 1/2" OR 5/8" FIRE-SHIELD C GYPSUM BOARD (FSW-C, FSK-C, eXP-C, FSLX) APPLIED PERPENDICULAR TO RESILIENT CHANNELS TO REMAIN CROSS SECTIONS AND FASTENED WITH 1" TYPE S SCREWS 16" O.C. IN THE FIE_D AND 8" O.C. AT BUTT JOINTS AND LOCATED MIN. 1/2" FROM EDGE JOINTS AND 3" FROM END JOINTS. 7. 1/2" OR 5/8" FIRE-SHIELD C GYPSUM BOARD (FSW-C, FSK-C, eXP-C) APPLIED PERPENDICULAR TO RESILIENT CHANNELS AND FASTENED WITH 1-5/8" TYPE :i SCREWS 8" O.C. AND 1-1/2' TYPE G SCREWS 8. O.C. AND LOCATED MID-SPAN BETWEEN RESILIENT CHANNELS. BUTT IN ADJACENT ROWS STAGGERED 48". 8. JOINT TAPE AND COMPOUND OVER JOINTS AND FASTENER HEADS ('s CROSS SECTION 2 IC T 019 58 7 11-7/0"JOISTS,ENGINEERED WOOD ON FOAM MAT OVER 3/4'GYPSUM FLOOR TOPPING MIXTURE AND SOUND CONTROL MAT SOUND TEST: NGC SOUND TEST: NGC 019100100 2 SCALE: 1/4" = 1'-0" SOUND TEST: NGC 7019085 DATE:; 4/7/25 8 SOUND TEST: NGC 5019062 TIC 62 11-7/8'JOISTS,VINYL TILE ON FOAM MAT OVER 3/4"GYPSUM FLOOR TOPPING MIXTURE AND SOUND CONTROL MAT STC57 11-7/8"JOISTS,CARPET ON FOAM MAT OVER 3/4•GYPSUM FLOOR TOPPING MIXTURE AND SOUND CONTROL MAT SOUND TEST: NGC 5019063 IIC 78 SOUND TEST: NGC 7019086 PROJECT No. DRAWING BY. MC CHK BY. DWG No. ❑A - 005 00 5OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I i THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. . "� �, ,, .---,, 1,";., l b, _ 'l e a F,b� , it e .•F;a ;-- �,.4e t `2i\ NOTE: INTERIOR FINISHES "',':. :.:`Na-'1 `a �y 803.5 Textile wall coverings. Where used as interior wall finish 803.5.2 Acceptance criteria for textile and expanded vinyl wall or 803.8 Expanded vinyl ceiling coverings. 2.The laminated product shall have a Class Y B, C 2. flame spread 803.15.1 Direct attachment of furred construction Table 803.13 1 " ',' , 803.1.2 Interior wall and ceiling finish materials tested in accordance materials textile wall coverings, including materials having woven or ceiling coverings tested to ASTM E84 or UL 723. w �.. : 1'' 'y t:`:'.`, c1 s g g g g g Where used as interior ceiling finish materials, expanded vinyl ceiling index and smoke-developed index, based on the requirements of Where walls, ceilings or structural elements are required i I _r with ASTM E84 or UL 723. Interior wall and ceiling finish materials w of o d or similar surface and car et and Textile wall and ceilin coverin s and ex anded vin wall and ceilin ? �1 `" ` "` C' 14•nonwoven napped, t ted, to pe p g g p yl g coverings shall be tested in the manner intended for use, using the Table 803.13, in accordance with ASTM E84 or UL 723. Test by any provision in this code to be of fire resistance INTERIOR WALL & CEILING FINISH REQUIRED BY OCCUPANCY shall be classified in accordance with ASTM E84 or UL 723. Such similar textile materials shall be tested in the manner intended for coverin s shall have a Class A flame s read index in accordance roduct mountin s tem includin adhesive and shall cam I with �'� �' 0 9 P p g ys g p y the specimen preparation and mounting shall be in accordance with ASTm rated or noncombustible construction, the interior finish SPRINKLERED ,,.., `=' ,--'.l' ., I, q T interior finish materials shall be grouped in the following classes in use, using the product-mounting system, including adhesive, and with ASTM E84 or UL 723 and be protected by an automatic requirements of Section 803.1.1 or 803.5.2. E2579. material shall be applied direct) against such accordance with their flame spread and smoke-developed indices. PP Y 9 �,_�;-z, �- �•: shall comply with the requirements of one of the following: Section sprinkler system installed in accordance with Section 903.3.1.1 �. r P y q 9 P Ys 803.13 Interior finish requirements based on occupancy. construction or to furring strips not exceeding 1 3/4, GROUP Interior exit Corridors and Rooms and Y 3, > 1 , 803.1.1, 803.5.1 or 803.5.2. or 903.3.1.2. Test specimen preparation and mounting shall be in 803.9 High-density polyethylene (HDPE) and polypropylene (PP). Whsre Interior wall and ceiling finish shall have a flame spread index not greater inches ) p stairways and enclosure for exit enclosed spaces t` % a,, G•� ARCHITECT Class A = Flame spread index 0-25; accordance with ASTM E2404. (44 mm , applied directly against such surfaces � ,,,�p•,,„ Smoke-developed index 0-450. high-density polyethylene or polypropylene is used as an interior firish, it than that specified in table 803.13 for the group and location designed. ramps and exit access stairways Class B= Flame spread index 26-0- 803.5.1 Room corner test for textile wall coverings and expanded shall comply with Secin 803.1.1. Interior wall and ceiling finish materials tested in accordance with NFPA 803.15.1.1 Furred construction. passageways and ramps Any wall coverings. Textile wall coverings and expanded vinyl wall 803.6 Textile ceiling coverings. 286 and meeting the acceptance criteria of section 803.1.1.1, shall be If the interior finish material is applied to furring strips, Smoke- developed index 0-450 coverings shall meet the criteria of Section 803.5,1.1 when tested in Where used as interior ceiling finish materials, textile ceiling PP 9 P Class C= Flame spread index 76-200; g 9 9 803.10 Site-fabricated stretch systems. Where used as interior wall or permitted to be used where a Class A classification is in accordance with the intervening spaces between such furring strips shall B,M A A B* the manner intended use in accordance with the Method B protocol coverings, including materials having woven or nonwoven, napped, interior ceiling finish materials, site-fabricaed stretch systems containin ASTM E84 or UL 723 is required. smoke- developed index 0-450. g Ys 9 q comply with one of the following: Exception: Materials tested in accordance with Section 803.1.1 and of for NFPA 265 using the product-mounting system, including tufted, looped or similar surface and carpet and similar textile all three components described the definition in Chapter 2 shall be tested REVISIONS D E S C R I P T I 0 N P adhesive. materials, shall be tested in the manner intended for use, usingthe P P 1. Be filled with material that is inorganic or non- R-2 B 8 C as indicated in Sections 803.1.3 through 803.13, 803.1.3 Interior wall in the manner intended for use, and shall comply with the requirements 803.14 Stability. Interior finish materials regulated by this chapter shall be combustible 803 1 1 803 ti 1 5. . .1 Acceptance criteria for NFPA 265. product- mounting system, including adhesive,and shall comply with Section . . or ,1.2 If the materials tested d lid otherwise fastened i h that h materials ill. e maeras are ese accordance with applied or oerwse asenen such a manner a such maeras w 2. Be filled with material that meets the requirements of 7/9/25 EDITS PER BUILDING DEPT. indicated in Sections 803.2: through 803.13 shol be tested as 1.The interior finish shall comply with the following the requirements of Section 803.1. .1 or 803.5.2 ASTM E84 or UL 723, specimen preparation and mounting shall be in not readily become detached where subjected to room temperatures of a Class A material in accordance with Section 803.1.1 or 9 Duringthe 40 kW exposure, flames shall not spread Class A = Flame spread index 0-25; indicated in the corresponding sections P P accordance with ASTM E2. 200'F (93'C) for not less than 30 minutes. 803.1.2. P 9 to the ceiling, 803.7 Expanded Any wall coverings. Where used as interior wall Smoke-developed index 0-450. 8/15/25 EDITS PER BUILDING DEPT. 2. The flame shall not spread to the outer finish materials, expanded vinyl wall coverings shall be tested in the 3. Be fireblocked at not greater than 8 feet (2438 mm) Class B= Flame spread index 26-75; 803.2 Thickness exemption. P P y g 803,11 Laminated products factory produced with a wood substrate shall 803.15 Application of interior finish materials to fire resistance-rated or in every direction in accordance with Section 718. Smoke- developed index 0-450 extremities of the samples on the 8-foot by 12-foot manner intended for use, using the product mounting system, comply with one of the following: noncombustible building element Where interior finish materials areapplied P Materials having a thickness less than 0.036 inch (0.9 mm) applied 203 b 305 mm walls. includingadhesive, and shall comply with the requirements of one of P y 9 - Exception: Compliance with Item 1, 2 or 3 is not required Class C= Flame spread index 76-200; direct) to the surface of walls or ceilings shall not be required to ( y ) P y q 1. The laminated product shall meet the criteria he prodSectuct-mounting 8-mount on walls, ceilings or structural elements required h have a fire materials shall where the materials used to create the concealed space smoke- developed index 0-450. y 3.Flashover, as defined in NFPA 265, shall not occur. the following: Section 803.1.1, 803.5.1 or 803.5.2. when tested in accordance with NFPA 25 using the roduct-mountin rating or to be of noncombustible construction, these finish materials shall * P be tested 803.3 Heavy timber exemption. Exposed portions of build- 4. The total smoke release throughout the test shall g P g g are noncombustible. Class C interior finish materials shall be permitted in places of s g system, including adhesive, as described in Section 5 of NFPA 286. comply with the provisions of this section. assembly with an occupant load of 300 or less. not exceed 1,000 m . NOTE: MEANS OF EGRESS ILLUMINATION NOTE: FIRE PROTECTION AND LIFE SAFETY SYSTEMS MEANS OF EGRESS: OCCUPANT LOAD SECTION 1008 1008.3.2 Buildings. 1008.3.5 Illumination level under emergency power. MEANS OF EGRESS ILLUMINATION In the event of power supply failure in buildings that require two or Emergency lighting facilities shall be arranged to provide initial SECTION 906 PORTABLE FIRE EXTINGUISHERS 9 Table 1004.5 AREA ALLOWANCES PER OCCUPANT 1008.1 Means of egress illumination. Illumination shall be provided in more means of egress, an emergency electrical system shall illumination that is not less than an average of I footcandle (11 lux) 906.1 Where required. Portable fire extinguishers shaft be installed in all of the following bee installed Hangers and brackets. Hand-held portable fire extinguishers, not housed cabinets, shall stalled on the hangers or brackets supplied. Hangers or brackets shall be securely MAXIMUM FLOOR the means of egress in accordance with Section 1008.2. Under automatically illuminate all of the following areas: and a minimum at any point of 0.1 footcandle (1 lux) measured locations: anchored to the mounting surface in accordance with the manufacturer's installation FUNCTION OF SPACE OCCUPANT LOAD FACTOR emergency power, means of egress illumination shall comply with 1. Interior exit access stairways and ramps. along the path of egress at floor level, Illumination levels shall be 1. In Group A, B, E, F, H. 1. M. R-1, R-2, R-4 and S occupancies. _ 9 P 9 instructions. Section 1008.3. 2. Interior and exterior exit stairways and ramps. permitted to decline to 0.6 footcandle (6 lux) average and a Exceptions: RESIDENTIAL 200 GROSS 3. Exit passageways. 1. In Group R-2 occupancies, portable fire extinguishers shall be required only in minimum at any point of 0,06 footcandle (0.6 lux) at the end of 906.8 Cabinets. Cabinets used to house portable fire extinguishers shall not be locked. the emergency lighting time duration. Amaximum-to-minimum Exceptions: I. Where portable fire extinguishers subject to malicious use or damage are 1008.2 Illumination required. The means of egress serving 4. Vestibules and areas on the level of discharge used for exit locations specified in items 2 through 6 where each dwelling unit is provided with MERCANTILE 60 GROSS a room or space shall be illuminated at all times that the room or discharge in accordance with Section 1028.1. a portable fire extinguisher having a minimum rating of 1-A:10-B:C. illumination uniformity ratio of 40 to 1 shall not be exceeded. provided with a means of ready access, 2, In Group I-3 occupancies and in mental BUISNESS 150 GROSS space is occupied 5. Exterior landings as required by Section 1010.1.6 for exit 2. Within 30 feet (9144 mm) distance of travel from commercial cooking equipment and health areas in Group 1-2 occupancies, access to portable fire extinguishers shall be Exceptions: doorways that lead directly to the exit discharge. from domestic cooking equipment in Group 1-1; 1-2, Condition 1; and R-2 college permitted to be locked or to be located in staff locations provided that the staff has PROPOSED TOTAL FIRST FLOOR OCCUPANT LOAD: SEE FIRST FLOOR PLA 3. Dwelling units and sleeping units in Groups R-1,R-2, and R-3. KEY: MEANS OF EGRESS ILLUMINATION dormitory occupancies. keys. PROPOSED TOTAL SECOND FLOOR OCCUPANT LOAD: 6 OCCUPANTS 1008.3.3 Rooms and spaces. 3. In areas where flammable or combustible liquids are stored, used or dispensed. 1008.2.1 Illumination level under normal power. In the event of power supply failure, an emergency electrical system - EMERGENCY LIGHTING 4. On each floor of structures under construction, except Group R-3 occupancies, in 906.9 Extinguisher installation. The installation of portable fire extinguishers shall be in NOTE: MEANS OF EGRESS The means of egress illumination level shall be not less than 1 shall automatically illuminate all of the following areas: accordance with Section 3315.1 of the Fire Code of New York State. accordance with Sections 906.9.1 through 906.9.3. 906.9.1 Extinguishers weighing 40 pounds or 1011.5.2 Riser height and tread depth. footcandle (11 lux) at the walking surface. 1. Electrical equipment rooms 5. Where required by the Fire Code of New York State sections indicated in Table 906.1 s. 9 P 2. Fire command centers less. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall Stair riser heights-shall hts_shall be 7 inches 178 mm maximum and 4 Special-hazard areas, including but not limited to laboratories, computer rooms and 9 ( ) 1008.3 Emergency power for illumination. 3. Fire um rooms be installed So that their tops are not more than 5 feet (1524 mm) above the floor. inches 02 mm minimum. The riser height pump KEY: FIRE PROTECTION AND LIFE SAFETY SYSTEM generator rooms, where required by the fire code official. ( ) g t shall be measured The power supply for means of egress illumination shall normally be 4. Generator rooms. vertically between the nosings of adjacent treads. Rectangular tread 5. Public restrooms with an area greater than 300 square feet 906.9.2 Extinguishers weighing more than 40 pounds. Hand-held portable fire extinguishers provided by the premises' electrical supply. 9 q �- PORTABLE FIRE EXTINGUISHER 2020 FIRE CODE OF NYS depths shall be 11 inches (279 mm) minimum measured horizontally 906.5 Conspicuous location. Portable fire extinguishers shall be located in conspicuous having a gross weight exceeding 40 pounds (18 kg) shall be installed so that their tops are between the vertical planes of the foremost projection of adjacent 1008.3.1 General. In the event of power supply failure in 1008.3.4 Duration. locations where they will have ready access and be immediately available for use. These not more than 3.5 feet (1067 mm) above the floor. treads and at a right angle to the tread's nosing. rooms ands aces that require two or more means of The emergency power system shall provide power for a duration of locations shall be along normal paths of travel, unless the fire code official determines that Exceptions: P q - PORTABLE FIRE EXTINGUISHER IN WALL CABINET 9 P P egress, an emergency electrical system shall automatically not less than 90 minutes and shall consist of storage batteries, the hazard posed indicates the need for placement away from normal paths of travel. 906.9.3 Floor clearance. The clearance between the floor and the bottom of installed illuminate all of the following areas: unit equipment or an on-site generator. The installation of the hand-held portable fire extinguishers shall be not less than 4 inches (102 mm). 1011.5.5.1 Nosing projection size. The leading edge (nosings) of 1. Aisles emergency power system shall be in accordance with Section 2702. 906.6 Unobstructed and unobscured. Portable fire extinguishers shall not be obstructed or treads shall project not more than V/4 inches (32 mm) beyond the 2. Corridors obscured from view. In rooms or areas in which visual obstruction cannot be completely 906.10 Wheeled units. Wheeled fire extinguishers shall be conspicuously located in a designated tread below. 3. Exit access stairways and ramps. avoided, means shall be provided to indicate the locations of extinguishers. location. 1011.5.5.2 Nosing projection uniformity. Nosing projections of the NOTE: INTERIOR ENVIRONMENT 1011.5.2 Riser height and tread depth. Stair riser heights-shall be FIRE PROTECTION AND LIFE SAFETY SYSTEMS: leading edges shall be of uniform size, including the projections of 1206.2 Airborne sound. 7 inches (178 mm) maximum and 4 inches (02 mm) mnmum, The SECTION 711 FLOOR AND ROOF ASSEMBLIES 1. Horizontal assemblies at the separations of incidental 711.2.4.3 Dwelling units and sleeping units. Horizontal 711.2.5 Ceiling panels. the nosing's leading edge of the floor at the top of a flight. Walls, partitions and floor-ceiling mser height shall be measured vertical) between the nosings of 711.1 General. uses as specified by Table 509 provided that the required assemblies serving as dwelling or sleeping unit separations in Where the weight of lay-in ceiling panels, used as art of P 9 9 Y 9 9 . P 9 P 9 Y 9 P P 1011.5.5.3 Solid risers. Risers shall be solid. assemblies separating dwelling units and adjacent treads. Rectangular tread depths shall be 11 inches (279 Horizontal assemblies shall comply with Section 711.2. fire-resistance rating does not exceed 1 hour. accordance with Section 420.3 shall be not less than hour fire-resistance-rated floor/ceiling roof/ceiling assemblies, is not sleeping units from each other or from Nonfire-resistance-rated floor and roof assemblies shall comply with 2. Horizontal assemblies at the separations of dwelling fire-resistance-rated construction. Exceptions: 0 P� 9 mm) minimum measured horizontally between the verti- cal planes adequate to resist an upward force of pound per square foot (48 public or service areas shall have a Section 711.3. units and sleeping units as required by Section 420.3 Exception: Horizontal assemblies separating dwelling units and 1. Solid risers are not required for stairways that are not required 0 P of the foremost projection of adjacent treads and at a right angle Pa), wire or other approved devices shall be installed above the to comply with Section 1009.3, provided that the opening between sound transmission class of not less 3. Horizontal assemblies at smoke barriers constructed in sleeping units shall be not less than hour fire-resistance-rated P Y P P 9 to the tread's nosing. Winder treads shall have a minimum tread panels to prevent vertical displacement under such upward force. treads does not permit the passage of a sphere with a diameter of than 50, or not less than �f5 if field 711.2 Horizontal assemblies. accordance with Section 709. construction in a building of Types IIB, IIIB and VB construction, P P 9 PCCdepth of 11 inches (279 mm) between the vertical planes of the Horizontal assemblies shall comply with Sections 711.2.1 through where the building 4 inches (102 mm). Z tested, for airbore noise where tested in foremost projection of adjacent treads at the intersections with the P y g g is equipped throughout with an automatic 711.2.E Unusable space. accordance with ASTM E90. Alternatively, 711.2.6. 711.2.4 Fire-resistance rating. sprinkler system in accordance with Section 903.3.1.1. 3. Solid risers are not required for spiral stair- ways constructed in walkline and a minimum tread depth of 10 inches (254 mm) within 711.2.1 Materials. The fire-resistance rating horizontal assemblies shall comply with In 1-hour fire-resistance-rated floor/ceiling assemblies the ceiling accordance with Section 1011.10. the sound transmission class of walls, 9 P y membrane is not the clear width of the stair. Exceptions: 1. Spiral stairways in Assemblies shall be of materials permitted required to be installed over unusable crawl partitions and floor-ceiling assemblies p mitted by the building type Sections 711.2.4.1 through 711.2.4.E but shall be not less than that 711.2.4.4 Separating smoke compartments. Where the horizontal PROPOSED STAIR (TYPICAL) w accardance with Section 1011.10 2. Stainways connecting stepped of construction. required b the building type of construction. assembly is required to be a smoke barrier, the assembl shall spaces. In 1- hour fire-resistance-rated roof assemblies, the floor 0 shall be established by engineering q Y 9 YP y ' q y aisles to cross aisles or concourses shall be permitted to use the 711.2.2 Continuity. 711.2.4.1 Separating mixed occupancies. Where the horizontal membrane is not required to be installed where unusable attic space = 0 ry analysis based on a comparison of walls, y P 9 P comply with Section 709. RISER HEIGHT TREAD LENGTH NOSING PROJECTION partitions and floor-ceiling assemblies rise/tread dimension in Section 1029.14.2. U Group R-3 Assemblies shall be continuous without vertical openings, except assembly separates mixed occupancies, the assembly shall have occurs above. � I n havingsound transmission class ratings occupancies; within dwelling units 3. in Group R-2 occupancies; as permitted b this section and Section 712. a fire-resistance rating of not less than that required b U u 1 O g p y 9 e Y assembly Separating incidental uses. Where the horizontal 711.3 Nonfire-resistance-rated floor and roof assemblies. as determined by the test procedures and in Group U occu- pancies that are accessory to a Group R-3 711.2.3 Supporting construction. Section 508,4 based on the occupancies being separated, assembly separates incidental uses from the remainder of the - set forth in ASTM E90. Penetrations or occu- pancy or accessory to individual dwelling units in Group R-2 The supporting construction shall be protected to afford the building, the assembly shall have 2 fire-resistance rating of not Nonfire resistance rated floor, floor/ceiling. roof and roof) ceiling O t \I occu ancies; the maximum riser height shall be 774 inches 197 required fire- resistance rating of the horizontal assembly 711.2.4.2 Separating fire areas. Where the horizontal assembly less than that required b Section 509. assemblies shall comply with Sections 711.3.1 and 711.3.2. S `� openings in construction assemblies for P 9 ( q 9 Y P 9 Y q y piping; electrical devices; reecessed mm); the mini- tread depth shall be 10 inches (254 mm); mum supported. separates single occupancy into different a fire areas, the 711.3.1 Materials. Assemblies shall be of materials permitted by cabinets; bathtubs; soffits; or heating, the minimum winder tread depth at the walkline shall be 10 inches Exception: In buildings of Type IIB IIIB or VB construction, the assembly shall have a fire-resistance rating of not less than 711.2.4.6 Other separations. Where a horizontal assembly is the building type of construction 11" LO D construction supporting the horizontal assembly is not required that required b Section 707.3.10 re 711.3.2 Continuity. Assemblies shall be continuous without *NOTE: Riser height, tread length and nosing projection details are ventilating or exhaust ducts shall be (254 mm); and the minimum winder tread depth shall be 6 inches PP 9 Y q q Y required by other sections of this code, the assembly shall 9 9 9 P 1 z sealed, lined, insulated or otherwise (152 mm). A nosing projection not less than fls inch (19.1 mm) but to be fire-resistance rated at the following: have a fire-resistance rating of not less than that required by vertical openings, except as permitted by Section typical for all steps and stairs throughout the project O I I > treated to maintain the required ratings. not more than 1'/, inches (32 mm) shall be provided on stainvoys that section. W This requirement shall not apply to with solid risers where the tread depth is less than 11 inches (279 - I— M Ld entrance doors; however, such doors mm). 4. See Section 503.1 of the ExistingBuilding Code of New FIRE PROTECTION AND LIFE SAFETY SYSTEMS: 9 708.5 Exterior walls. shall be tight fitting to the frame andSECTION 708 FIRE PARTITIONS 708.1 General. 708.4 Continuity. 3.Fire partitions serving as a corridor wall shall permitted to 1, Fireblockin u to the underside of the floor or roof sheathing, Q sill. York State for the replacement of existing stairways. In Group I-3 Y• P 9 P 9 P 9> Where exterior walls serve as a part of a required fire z facilities, stainwvays providing 5. access to guard towers, observation The following wall assemblies shall comply with this section. Fire partitions shall extend from the top of the foundation or terminate at the upper membrane of the corridor ceiling assembly deck or slab above using materials complying with Section 718.2.1. resistance-rated separation, such walls shall comply with the * 1. Separation walls as required b Section 420.2 for Group 1-1 and floor ceilin assembly below and be secure) attached to one of the where the corridor ceiling is constructed as required for the corridor 2. Draftstopping up to the underside of the floor or roof sheathing, re P P y W W D 1206.2.1 Masonry. stations and control rooms, not more than 250 square feet (23 m ) q Y P / 9 Y Y requirements of Section 705 for exterior walls, and the y in area, shall be permitted to have a maxl- mum riser height of 8 Group R occupancies. following: wall. deck or slab above using materials complying with Section 718.3.1 The sound transmission class of concrete P 9 fire-resistance-rated separation requirements shall not apply. 3. Corridor walls as required b Section 1020.1. 1.The underside of the floor or roof sheathing, deck or slab above. for floors or Section 718.4,1 for attics. f'_ masonry and clay masonry assemblies inches (203 mm) and a minimum tread depth of 9 inches (229 q y g' Exception: Exterior walls required to be fire-resistance rated in W Y Y Y 4. Enclosed elevator lobby separation as required by Section 3006.2 2.The underside of a floor/ceiling or roof/ceiling assembly having a 708.4.1 Supporting construction. Exceptions: accordance with Section 1021.2 for exterior egress balconies, Section Z) W shall be calculated in accordance with mm). The supporting construction for a fire Partition shall have a fire 1. Buildings equipped with an automatics sprinkler I. system installed g O fire-resistance rating that is not less than the fire-resistance rating PP 9 4P Y 1023.7 for interior exit stairways and ramps and Section 1027.E for TSM 0302 or determined through testing 1011.5.5.1 Nosing projection size. The leading edge (nosings) of 708.2 Materials. resistance rating that is equal to or greater than the required fire throughout in accordance with Section 903.3.1.1, or in accordance y P e of the fire partition 9 q 9 q 9 exterior exit stairways and ramps. in accordance with ASTM E90. treads shall project not more than V/4 inches (32 mm) beyond the The walls shall be of materials permitted b the building type of resistance rating of the supported fire partition. with Section 903.3.1.2 provided that protection is provided in the P r l tread below. 1011.5.5.2 Nosingprojection uniformity. Nosing pro- P y 9 YP Exceptions: 9 PP P P P P (Y V P J Y 9 P construction. 2. Fire partitions serving as a corridor wall shall not be required to Exception: In buildings of Types IIB, IIB and VB construction, the space between the top of the fire partition and underside of the 1206.3 Structure-borne sound. Jections of the leadingedges shall be of uniform size, including the P g q 708.E Openings. Q _ 9 9 extend above the lower membrane of a corridor ceiling provided that supporting construction requirement shall not apply to fire partitions floor or roof sheathing, deck or slab above as required for systems Openings in fire partition shall be protected in accordance with Floor ceiling assemblies between dwelling projections of the nosing's leading edge of the floor at the top of a 708.3 Fire-resistance ratin separating tenants aces in covered and open mall buildings, g P P0 D 9• the corridor ceiling membrane is equivalent to corridor wall P 9 P p g , fire with Section 903.3,1.1 WI units and sleeping units or between a 9 qSection 716. V) P• 9 flight. 1011.5.5.3 Solid risers. Risers shall be solid. Exceptions: Solid Fire partitions shall have fire-resistance rating of not less than 1 membrane, and either of the following conditions IS met: partitions separating dwelling units, fire partitions separating sleeping 2. Where corridor walls provide a sleeping unit or dwelling unit dwelling unit or sleeping unit and a rises are not required for stainvays that 1. are not required to hour. 2.1. The room-side membrane of the corridor wall extends to units and fire partitions serving as corridor walls. separation, draftstopping shall only be required above one of the public or service area within the comply with Section 1009.3, provided that the opening between 708.7 Penetrations. O fr in P Y P P 9 Exceptions: the underside of the floor or roof sheathing, deck or slab of a corridor walls. u structure shall have an impact insulation treads does not permit the passage of a sphere with a diameter of g' Penetrations of fire partitions shall comply with Section 714. � / - P P 9 P 2. Dwelling unit and sleeping unit separations in buildings of Types fire resistance-rated floor or roof above. 708,4.2 Fireblocks and draftstops in combustible construction. 4. In Group R-2 occupancies up to and including four stories in class rating of not less than 50, or not 4 inches (102 mm). Solid risers are not required for occupancies in IIB, 1B and VB construction shall have fire-resistance ratings of not 2.2. The buildingis equipped with an automatics sprinkler In combustible construction where fire partitions do not extend to height in buildings not exceeding 60 feet 18 288 mm in height less than 45 if field tested, where tested P g 9 9 ( ) 9 w08.8 Joints, Joints made in or between fire partitions shall comply O Group I-3 or in Group F, H and S occupancies other than areas less than 1/2 hour in buildings equipped throughout with an system installed throughout accordance with Section 903.3.1.1 the underside of the floor or roof sheathing, deck or slab above, above grade plane, the attic space shall be subdivided by drafistops with Section 715. in accordance with ASTM B492. accessible to the public. The size of the opening in the riser is not automatic sprinkler system in accordance with Section 903.3.1.1. or 903.3.1.2, including automatic sprinklers installed in the the space above and along the line of the fire partition shall be into areas not exceeding 3,000 square feet (279 m") or above � Lo W Alternatively, the impact insulation class restricted. Solid risers are not required for spiral stair- ways provided with one of the following: of floor-ceilingassemblies shall be q P Ys space between the top of the fire partition and underside of P 9 every two dwelling units, whichever is smaller. 708.9 Ducts and air transfer openings. In constructed in accordance with Section 1011.10. the floor o roof sheathing, deck or slab above. Penetrations in a fire artition b ducts and air transfer o enin s established by engineering analysis based P Y openings LO X M < on a comparison of floor-ceiling shall comply with Section 717, assemblies having impact insulation class I I GENERAL BUILDING AREA LIMITATIONS SECTION 508 MIXED USE AND OCCUPANCY @ ratings as determined by the test SECTION 506.2.4 Mixed Occupancy, Multistory Building L E G E N D TYPE OF CONSTRUCTION .. 0) i""i"""""""""""i""i"` procedures in ASTM E492. Y 9 508.1 General. Each portion of a building shall be individually TABLE 508.4 Required Separation of Occupancies (hours) PROPOSED: TYPE VB CONSTRUCTION Each story of a mixed-occupancy building with more than one story above grade classified in accordance with Section 302.1. Where a building Sprinklered buildings - LINE OF NEW CONSTRUCTION 602.5 Type V. plane shall individually comply with the requirements of Section 508.1. contains more than one occupancy row the buildingor portion Re uired se aration between Occupancy R and GroupB= 1 hour P Y group, P q P P y Type V construction is that type of construction in which the structural (D :2 Table 403.1 thereof shall comply with the applicable provisions of Section 508,2, 1 hour fire separation proposed UL M546 & UL U348 � � MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES *ABLE 506.2 ALLOWABLE AREA FACTOR IN SF 508.3 or 508.4, or a combination of these sections. equire separation between ccupancy R and R= No separation C--- _7 - LINE OF EXISTING WALL TO BE REMOVED elements, exterior walls and interior walls are of any materials permitted by Not Sprinklered Building 508.2 ACCESSORY OCCUPANCIES this code. Type VA Construction re �irement CLASSIFICATION WATER CLOSETS LAVATORIES BATHTUBS/ DRINKING YP Accessory occupancies are those occupancies that are ancillary to 1 hour fire separation between dwelling units and common hallway - LINE OF EXISTING WALL TO REMAIN OTHER Occupancy classification B= 18,000 SF SHOWERS FOUNTAIN P Y the main occupancy of the building or portion thereof. Accessory ro peed UL U348 Table 601 Fire-Resistance Rating Requirements for Building Elements (hours) Occupancy Classification M= 14,000 SF occupancies shall comply with the provisions of Sections 508.2.1 F ) - DWELLING UNIT SEPARATION WALL FIRE Occupancy Classification R-2= 12,000 SF P P Y P Building Element Type VA Construction 1 KITCHEN SINK 9 YP PER DWELLING P y through 508.2.4. 5082.4 Separation of occupancies. PARTITION (1 HOUR RATED) UL U348 Primary Structural Frame 1 508.2.1 Occupancy classification. Bearing Walls 1 PER UNIT; 1 PROPOSED BUILDING AREA: No separation is required between accessory occupancies and the 9 RESIDENTIAL 1 PER 1 PER Accessory occupancies shall be individually classified in accordance Interior 1 AUTOMATIC main occupancy. APARTMENT DWELLING UNIT DWELLING UNIT DWELLING Retail units (Occupancy B/M)= 1,564 SF with Section 302.1. The requirements of this code shall apply to FIRE SEPARATION PROPOSED ( CLOTHES Exceptions: Exterior 1 HOUSE) UNIT WASHER Apartment Units First & Second Floor (Occupancy R-2)= 1656 SF each portion of the building based on the occupancy classification 2. Croup 1-1, R-1, R-2 and R-3 dwelling units and sleeping units EXTERIOR PERIMETER WALLS: Existing exterior wall construction to Exterior Walls Exterior See Table 602 TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET of that space, remain. CONNECTION * shall be separated from other dwelling or sleeping units and from Nonbearing Walls Interior 0 Not Sprinklered Building 508.2.2 Allowable building height. PER 20 accessory occupancies contiguous to them in accordance with the Floor Const. & Secondary Members 1 DWELLING UNITS Type VA Construction The allowable height and number of stories of the building STAIR ENCLOSURE: 1 hour fire resistance rating Occupancy classification B= 50'-O" containing accessory occupancies shall be in accordance with Section requirements of Section 420. Roof Const. & Secondary Members 1 Occupancy Classification M= 50'-O" 504 for the main occupancy of the building. DWELLING UNIT FIRE PARTITION WALL (Wall between dwelling unit and 1 SERVICE SINK 508.2.3 Allowable building area. common hall): Table 602 Fire-Resistance Rating Requirements for Exterior Walls based on 1 PER 25 FOR 1 PER 40 FOR Occupancy Classification R-2= 50'-0" ) 1 hour fire resistance rating Separation Distance BUSINESS THE FIRST 50 THE FIRST 80 (EXCEPT IN "B" The allowable area of the building shall be based on the applicable Fire Se P & 1 PER 50 1 PER 100 provisions of Section 506 for the main occupancy of the building. WALL SEPARATING DWELLING UNITS: 1 hour fire resistance rating Fire Separation Distance Occupancy Group B R Occupancy Group M & 1 PER 80 & " IF LESS PROPOSED BUILDING HEIGHT= 22'-10" Aggregate accessory occupancies shall not occupy more than 10 X < 5 1 2 FOR THE FOR THE THAN 15 percent of the floor area of the story in which the are located and 5 </= X < 10 1 1 REMAINDER REMAINDER OCCUPANTS) TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE: P y y STORAGE ROOM WALLS: 1 hour fire resistance rating EXCEEDING 50 EXCEEDING 80 * shall not exceed the tabular values for non-sprinklered buildings in 10< = X < 30 1 1 MAXIMUMRIAMOU T OF STORIES= 3 STORIES X >/= 30 0 0 Table 506.2 for each such accessory occupancy arles M . Thomas 1 1017- TRAVEL DISTANCE 1006.3.3- SINGLE EXITS 1021.4 LOCATION OF EGRESS BALCONIES TABLE 705.8 MAX AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE 1 SERVICE SINK 1017.3- exist travel distance shall be measured from the most remote point A Single exit or access to a single exit shall be permitted from any story or EXTERIOR EGRESS BALCONIES SHALL HAVE A MINIMUM FIRE SEPARATION DISTANCE & DEGREE OF OPENING PROTECTION: a r C h I t e c t MERCANTILE 1 PER 500 1 PER 750 1 PER 100 (EXCEPT IN "B" of each room/area along the natural & unobstructed path of horizontal & occupied roof where one of the following conditions exits: OF 10 FEET MEASURED AT RIGHT ANGLES FROM THE EXTERIOR EDGE OF THE EGRESS FIRE SEPARATION DISTANCE: DEGREE OF PROTECTION ALLOWABLE AREA & "M" IF LESS vertical egress travel to entrance of the exit. 1. The occupant load, number of dwelling units and common path of egress BALCONY TO THE FOLLOWING: 20 TO LESS THAN 25 FEET UNPROTECTED NOT SPRINKLERED 45% THAN 15 TABLE 1017.2- Occupancy R- without sprinkler= 200 ft max. travel distance. travel distance does not exceed 125 feet or 4 dwelling units (table 1006.3.3(1)). 1. ADJACENT LOT LINES 25 TO LESS THAN 30 (FEET) UNPROTECTED NOT SPRINKLERED 70% PO BOX 877 JAI�ESPORT, NY 11947 (516) 702-3519 OCCUPANTS) *Note: All proposed apartments comply with maximum travel distance. 2. Rooms, areas and spaces complying with section 1006.2.1 with exits that 2. OTHER PORTIONS OF THE BUILDING discharge directly to the exterior at the level of exit discharge are permitted to 3. OTHER BUILDINGS ON THE SAME LOT UNLESS THE ADJACENT BUILDING EXTERIOR Table 1006.2.1- group l max occupant load= 20; have one exit or access to a single exit. WALLS AND OPENINGS ARE PROTECTED IN ACCORDANCE WITH SEC. 705 BASED ON PROJECT Without sprinkler system- one exit is not permitted; *Buildings mist be equipped w/ an automatic sprinkler system and provide FIRE SEPARATION DISTANCE. With sprinkler system- one exit is permitted. emergency escape & rescue openings in accordance to section 1030 for this to be *SEE SECTION 1028.1 applicable. ' ' APPLICABLE BUILDING CODE DAB 4/7/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. W40aUU 1 6OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPLIANCE WITH 2O20 BUILDING CODE OF NEW YORK STATE. 1, 404.2.3.3 SLIDING AND FOLDING DOORS. ICC ANSI A117.1 2009 BUILDING CODE OF N.Y.S. 306 - KNEE AND TOE CLEARANCE"` / SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.3. CHAPTER 11 - ACCESSIBILITY SELF a'r..``' ''', CIS 403.5.1 GENERAL- THE CLEAR WIDTH OF AN INTERIOR ACCESSIBLE ROUTE SHALL BE 36 INCHES MIN. TABLE 404.2.3.3 SECTION 1101 - GENERAL THE CLEAR WIDTH OF AN EXTERIOR ACCESSIBLE ROUTE SHALL BE 48 INCHES MINIMUM. MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS 306.1 GENERAL. CLOSING DOOR ;/;'; ryJ t' 1101.1 SCOPE WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, EXCEPTIONS: MINIMUM MANEUVERING CLEARANCES THE PROVISIONS OF THIS CHAPTER AND APPENDIX E SHALL CONTROL THE DESIGN AND �":,• �<: �w� APPROACH DIRECTION CLEARANCE AT AN ELEMENT OR TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 306. 1. IN NEW BUILDINGS AND FACILITIES, THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCH PERPENDICULAR PARALLEL TO DOORWAY CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL DISABLED PERSONS. S. MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED TIE REDUCED-WIDTH SEGMENTS ARE TO DOOR (beyond stop or latch side unless noted ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT, BUT SHALL NOT BE CONSIDERED SEPARATED BY SEGMENTS THAT ARE 52 INCHES MINIMUM IN LENGTH AND 36 INCHES MINIMUM IN WIDTH. ( y p ) AS PART OF THE CLEAR FLOOR SPACE OR TURNING SPACE. FROM FRONT 52 IN 1320 mm "2 0 IN 0 mm 1101.2 DESIGN N� H•� Zm ;-:�>.� ` .� ARCHITECT 306.2 TOE CLEARANCE BATH � �m �~•'"'. 3. THE CLEAR WIDTH OF AN EXTERIOR ACCESSIBLE ROUTE LOCATED WITHIN SEATING AREAS SHALL BE 36 FROM NONLATCH SIDE 42 IN 1065 mm 54 IN 1370 mm), SEE NOTE 2 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN - - - - WW "~ •, � '¢� INCHES MINIMUM. FROM LATCH SIDE 42 IN 1065 mm) 24 IN (610 mm), SEE NOTE 2 ACCORDANCE WITH THIS CODE AND ICC/ANSI A117.1 30" ISM 4. THE CLEAR WIDTH OF AN EXTERIOR RAMP SHALL COMPLY WITH SECTION 405.5. �03 NOTE: 1 beyond pocket or hinge side ICC/ANSI A117.1- 2009 r OVERLAP OF KNEE & TOE FLMOL ooe 24" MAX 52" MIN. 24" MAX a z Z HANDICAP GRAB 2 in existing buildings and facilities, the dimension perpendicular to the door for the front CLEARANCE I BARS SECURED TO direction shall be 48 inches (1220 mm) minimum. 303 - CHANGES IN LEVEL I i PROVIDE & INSTALL WOOD BLOCKING REVISIONS DESCRI PT ION 303.1 GENERAL. AN ADA VANITY in AND LOCATED AS PER A.N.S.i. & -_�� - CHANGES IN LEVEL IN FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 303. FIG. 306.2 (A) I ,o� 3 1�OILET� B.O. STANDARDS 7/9/25 EDITS PER BUILDING DEPT._ LTc Z I ELEVATION CLEARANCE - - - �" (SEE ACCESSORIES) 8/15/25 EDITS PER BUILDING DEPT. 303.2 VERTICAL. � - Y! CHANGES IN LEVEL OF 1/4" (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. M � � 22" MIN � °f 17"-25" �_- -�� - - E 4= FIG. 306.2 (B) 0` MIN. TOE CLEARANCE FIGURE 403.5.1 (A) CLEAR WIDTH OF AN ACCESSIBLE ROUTE- NEW BUILDINGS- INTERIOR FRONT3APPROACHNG & FOLDING DOORS POCKET OR)HINGE A PROACHSLIDING & NG DOORS MAX PLAN 24" MAX 52" MIN. 24" MAX - - - FIG. 303.2 306.2.1 GENERAL. 'r F 4-� VERTICAL CHANGES IN LEVEL SPACE UNDER AN ELEMENT BETWEEN THE FLOOR AND 9 INCHES (230 MM) ABOVE THE FLOOR SHALL BE MIRROR ` ( I I CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2. 303.3 BEVELED. LAVATORY cli 24" MIN CHANGES IN LEVEL BETWEEN 1/4 INCH(6 MM) HIGH MINIMUM AND 1/2 INCH (13 MM' HIGH MAXIMUM SHALL 306.2.2 MAXIMUM DEPTH. z ? BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. z - 2 TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT. 42" MIN 6" 6` MIH - 404.2.3.3(D) SLIDING & FOLDING DOORS = -IN 306.2.3 MINIMUM DEPTH. MAX N DOOR n STOP OR LATCH APPROACH I 1 WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE COMPLYING WITH GRA SECTION 305, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (430 MM) MINIMUM BENEATH THE ELEMENT fO SEA j� N 306.2.4 ADDITIONAL CLEARANCE. HEIGH n n n FIGURE 403.5.1 (B) CLEAR WIDTH 017 AN ACCESSIBLE ROUTE- NEW BUILDINGS- EXTERIOR 404.2.4.3 DOORWAYS WITHOUT DOORS OR GATES.DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES (915 MM) WIDE SHALL HAVE (A) (B) SPACE EXTENDING GREATER THAN 6 INCHES (150 MM) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES 403.5.4.1 PASSING SPACE- NEW BUILDINGS AND FACILITIES MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.4. ABOVE THE FLOOR OR GROUND SHALL NOT BE CONSIDERED IN TOE CLEARANCE. FIG. 303.3 BEVELED CHANGES IN LEVEL WATER CLOSET IN NEW BUILDINGS AND FACILITIES, A ROUTE WITH A CLEAR WIDTH OF LESS THAN 60 INCHES SHALL 303.4 RAMPED. 306.2.5 WIDTH. PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL EITHER BE TABLE 404.2.3.4 CHANGES IN LEVEL GREATER THAN 1/2 INCH (13 MM) SHALL BE BY RAMP COMPLYING WITH SECTION 405 OR TOE CLEARANCE SHALL BE 30 INCHES (760 MM) WIDE MINIMUM. A 60 INCH BY 60 INCH MINIMUM SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES THAT PROVIDE MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS OR GATES. BY A CURB RAMP COMPLYING WITH SECTION 406. A T-SHAPED TURNING SPACE COMPLYING WITH SECTION 304.3.2.1, PROVIDED THE BASE AND ARMS OF THE APPROACH DIRECTION MINIMUM CLEARENCES T-SHAPE SPACE EXTENDED 52 INCHES MINIMUM BEYOND THE INTERSECTION. FROM FRONT 52 IN 1320 mm 1 304 - TURNING SPACE 306.3 KNEE CLEARANCE. W uN 404 - DOORS DOORWAYS AND GATES FROM SIDE 1 42 IN 1065 mm 404.1 GENERAL. 1 In existing buildings & facilities the dimension perpendicular to the doorway 304.1 GENERAL. 8" MIN. +2" a2"uN. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. for the front direction shall be 48 inches (1220mm) minimum. A TURNING SPACE SHALL COMPLY WITH SECTION 304. MAX 404.2 MANUAL DOORS, DOORWAYS AND MANUAL GATES. 304.2 FLOOR SURFACE. I- MIRROR 404.2.3.5 RECESSED DOORS AND GATES. FLOOR SURFACES OF A TURNING SPACE SHALL COMPLY WITH SECTION 302. CHANGES IN LEVEL SHALL NOT BE _ MANUAL DOORS, DOORWAYS, AND MANUAL GATES, INTENDED FOR USER PASSAGE SHALL COMPLY WITH WHERE ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN I z LAVATORY SECTION 404.2. 8 INCHES BEYOND THE FACE OF THE DOOR OR GATE, MEASURED PERPENDICULAR TO THE FACE OF THE PERMITTED WITHIN THE TURNING SPACE. g IGRAB BARS 404.2.2 DOUBLE-LEAF DOORS AND GATES. DOOR OR GATE, MANEUVERING CLEARANCES FOR A FORWARD APPROACH SHALL BE PROVIDED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. I I ( 0 AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3. 404.2.4 THRESHOLDS. 304.3 SIZE. Z IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2 INCH (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS TURNING SPACE SHALL COMPLY WITH SECTION 304.3.1 OR 304.3.2. I I L - - - P21'.AX n s o 404.2.3 CLEAR WIDTH. AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. N N m n DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) MINIMUM. CLEAR OPENING 67" MIN I OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR 404.2.3.1 FLOOR SURFACE. Z AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES 610 MM THE FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 304.3.1.1 NEW BUILDINGS AND FACILITIES. FIG. 30 " KNEE CLEARANCE AREA OF PROTRUDING DISPENSER ( ) SHALL COMPLY WITH SECTION 302. THE TURNING SPACE SHALL BE A CIRCULAR SPACE WITH A 67 INCHES MIN DIAMETER. {1'-5" LAV. DEPTH DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO KNEE CLEARANCE (B)ARANCE WATER CLOSET PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE 304.3.1.1.1 OVERLAP. PLAN FLOOR OR GROUND, PROJECTIONS INTO THE MINIMUM CLEAR OPENING WIDTH BETWEEN 34 INCHES 404.2.5 TWO DOORS OR GATES IN SERIES. TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE COMPLYING WITH 11" (865 MM) 80 INCHES (2020 f`IM) ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES (10OMM). DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (1220 MM) MINIMUM PLUS SECTION 306. WHERE THE TURNING SPACE INCLUDES KNEE AND TOE CLEARANCES UNDER MIN. TYPICAL HANDICAP DETAILS Z EXCEPTIONS: THE WIDTH OF ANY DOOR OR GATE SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS AND GATES SHALL AN OBSTRUCTION, THE OVERLAP SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN ABOVE THE FLOOR. PROVIDE A TURNING SPACE. 1. THE DEPTH OF THE OVERLAP SHALL NOT BE MORE THAN 10 INCHES, AND KNEE FIG. 3CLE (A) o a 2• THE DEPTH SHALL NOT EXCEED THE DEPTH OF THE KNEE & TOE CLEARANCES PROVIDED ELEVATION CLEARANCE (FROM ICC/ANSI A117.1 2009) W0 3 SHADED OVERLAP SHALL BE PERMITTED ONLY WITHIN THE TURNING CIRCLE AREA SHOWN = Q® nL I (� 32" MIN. 32" MIN. ®OVERLAP OF KNEE AND TOE ~ � u J CO ' FIG. 304.3.1.1 306.3.1 GENERAL. J SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES (230 MM) AND 27 INCHES (685 MM) ABOVE THE FLOOR SECTION 1105.1: 60% OF PUBLIC ENTRANCES ARE TO BE ACCESSIBLE Q N - CIRCULAR TURNING SPACE-NEW BUILDING SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. �- �� �d FIGURE 404.2.2(8) SLIDING DOOR 304.3.2 T-SHAPED SPACE. SECTION 1105.1: 60% OF PUBLIC ENTRANCES ARE TO BE ACCESSIBLE. 32" MIN. 60" MIN. 304.3.2.1 NEW BUILDINGS AND FACILITIES 306.3.2 MAXIMUM DEPTH Lo �- C\J IN NEW BUILDINGS & FACILITIES, THE TURNING SPACE SHALL BE A T-SHAPED SPACE COMPLYING W ONE OF FOLLOWING:KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT SECTION 1107: ONE (1) TYPE "A" ACCESSIBLE UNIT IS REQUIRED. z 68'Co " MIN 64" MIN 64" MIN AT 9 INCHES (230 MM) ABOVE THE FLOOR. ZERO (0) TYPE "B" ACCESSIBLE UNITS ARE REQUIRED SINCE THERE ARE LESS THAN FOUR (4) UNITS PROVIDED. O M W FIGURE 404.2.2(A) HINGED DOOR - I I 306.3.3 MINIMUM DEPTH. �- W FIGURE 404.2.2(C) FOLDING DOOR z z ( I z WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR SPACE Q o I ( COMPLYING WITH SECTION 305, THE KNEE CLEARANCE SHALL BE 11 INCHES (280 MM) MINIMUM IN z FIG. 404.2.2 00 CLEAR WIDTH OF DOORWAYS o 8" M I I n I I g z DEPTH AT 9 INCHES (230 MM) ABOVE THE FLOOR, AND 8 INCHES (205 MM) MINIMUM IN DEPTH AT ( ) Z 8" 27 INCHES (685 MM) ABOVE THE FLOOR. LIJ W ry 404.2.4 MANEUVERING CLEARANCES. C CO o MINIMUM MANEUVERING CLEARANCES AT DOORS & GATES SHALL COMPLY WITH SEC11ON 404.2.3 z L Co r J 306.3.4 CLEARANCE REDUCTION. MANEUVERING CLEARANCES SHALL INCLUDE THE FULL CLEAR OPENING WIDTH OF THE DOORWAY & FIG. 404.2.5 - TWO DOORS OR GATES IN SERIES 1__::1MIN. OBETWEEN 9 INCHES (230 MM) AND 27 INCHES (685 MM) ABOVE THE FLOOR, THE KNEE CLEARANCE SHALL THE REQUIRED LATCH-SIDE OR HINGIE SIDE CLEARANCE. N - � N _ - - J N - BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (26 MM) IN DEPTH FOR EACH 6 INCHES IN HEIGHT.404.2.E DOOR AND GATE HARDWARE.404.2.3.1. FLOOR SURFACE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL HAVE A 16�MIN�6" I" 12t�M N�2" THE FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER IKNEE 5 WIDTH. A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING :D THAN 1:48 AND SHALL COMPLY WITH SECTION 302. OR TWISTING OF THE WRIST TO OPERATE. THE OPERATIONAL FORCE TO RETRACT LATCHES OR DISENGAGE OPTION 1 OPTION 2 OPTION 3 KNEE CLEARANCE SHALL BE 30 INCHES (760 MM) MINIMUM IN WIDTH. LL.I 0 404.2.3.2 SWINGING DOORS AND GATES. DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION SHALL BE AS FOLLOWS: *SEE SECTION 304.3.2.1.1 OVERLAP FOR T-SHAPED TURNING SPACES WITH PERMITTED KNEE AND TOE CLEARANCE. (n (- SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES CDMPLYING WITH TABLE 404.2.3.2 1. HARDWARE OPERATION BY A FORWARD, PUSHING OR PULLING MOTION: 15 POUNDS MAXIMUM. 2. HARDWARE OPERATION BY A ROTATIONAL MOTION: 28 INCH-POUNDS MAXIMUM. 304.4 DOOR SWING. CHAPTER 4. - ACCESSIBLE ROUTES p I(� TABLE 404.2.4.1 UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. �► J MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS 404.2.6.1 HARDWARE HEIGHT. TYPE OF USE MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE 305 - CLEAR FLOOR SPACE 401 - GENERAL O ll J W I n (- APPROACH DOOR OR GATE PERPENDICULAR PARALLEL TO DOORWAY FLOOR. WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND DIRECTION SIDE TO DOORWAY (beyond latch unless noted) USABLE FROM BOTH SIDES. 305.1 GENERAL. 401.1 SCOPE. FROM FRONT PULL 60 IN 1525 mm 18 IN 455mm 404.2.7 CLOSING SPEED- DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH 404.2.7 CLEAR FLOOR SPACE SHALL COMPLY WITH SEC11ON 305. ACCESSIBLE ROUTES REQUIRED BY THE SCOPING PROVISIONS ADOPTED BY THE ADMINISTRATIVE � AUTHORITY SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 4. FROM FRONT PUSH 52 IN 1320 mm 4 0 IN 0 mm 404.2.7.1 DOOR AND GATE CLOSERS. 305.2 FLOOR SURFACES. FROM HINGE SIDE PULL 60 IN 1525 mm 36 IN (915 mm) DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME FLOOR SURFACES OF A CLEAR FLOOR SPACE COMPLY WITH SECTION 302. CHANGES IN LEVEL NOT PERMITTED (n HINGEFROM 54 IN 1370 mm 42 IN 1065 mm REQUIRED TO MOVE THE DOOR OR GATE TO AN OPEN POSITION OF 12 DEGREES SHALL BE A 5 SECOND MIN. WITHIN CLEAR FLOOR SPACE. 4O2 - ACCESSIBLE ROUTES J FROM HINGE SIDE PUSH 42 IN 1065 mm)-1 22 IN 560 mm)-3 EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED 402.1 GENERAL. DOOR AN FROM LATCH SIDE PULL 48 IN (1220 mm)-2 24 IN (610 mm) SPRING HINGES. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR 305.3 SIZE. ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 402. FROM LATCH SIDE IPUSH 42 IN (1065 mm) 2 24 IN 610 mm OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 305.3.1 NEW BUILDINGS AND FACILITIES: THE CLEAR FLOOR SPACE SHALL BE 52 INCHES MINIMUM IN LENGTH AND 1 ADD 6 INCHES 150 mm IF CLOSER AND LATCH PROVIDED 404.2.8 DOOR AND GATE -OPENING FORCE. 30 INCHES MINIMUM IN WIDTH. 402.2 COMPONENTS. ( ) ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: 2 ADD 6 INCHES IF CLOSER PROVIDED FIRE DOORS AND GATES ARE REQUIRED TO BE EQUIPPED WITH PANIC HARDWARE, BREAK AWAY FEATURES OR 305.4 KNEE AND TOE CLEARANCE. WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, GATES, RAMPS, CURB 3 BEYOND HINGE SIDE OTHER FACTORS REQUIRING HIGHER OPENING FORCE FOR SAFETY REASONS SHALL HAVE A MINIMUM OPENING 4 IN EXISTING BUILDINGS AND FACILITIES, THE DIMENSION PERPENDICULAR TO THE DOOR OPENING FORCE ALLOWABLE IN SCOPING PROVISIONS ADOPTED BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE RAMPS EXCLUDING THE FLARED SIDES, BLENDED TRANSITIONS, ELEVATORS, AND WHEELCHAIR (PLATFORM) OR GATE FOR THE FRONT DIRECTION ON THE PUSH SIDE SHALL BE 48 INCHES. FOR OTHER DOORS/GATES, THE FORCE FOR PUSHING OR PULLING OPEN DOORS/GATES SHALL BE AS FOLLOWS: COMPLYING WITH SECTION 306. LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. (2 1. INTERIOR HINGED DOOR: 5.0 POUNDS ( MAX 305.5 POSITION. 402.3 REVOLVING DOORS, REVOLVING GATES AND TURNSTILES. - - - - - 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N) MAX UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL REVOLVING DOORS, REVOLVING GATES AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. EXCEPTION: THE FORCE REQUIRED TO RETRACT LATCH OR DISENGAGE OTHER DEVISES THAT HOLD THE DOOR IN APPROACH TO AN ELEMENT THE CLOSED POSITION SHALL NOT APPLY TO PANIC HARDWARE, DELAYED EGRESS DEVICES OR FIRE RATED HARDWARE. 52" MIN. 403 - WALKING SURFACES 404.2.9 DOOR OR GATE SURFACE. 403.1 GENERAL. 18" MIN. I I DOOR SURFACES WITHIN 10 INCHES (255 MM) OF THE FLOOR OR GROUND MEASURED VERTICALLY, SHALL BE SMOOTH I I WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 403. 22" SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. DOOR OR GATE HARDWARE OR ANY z MIN. OTHER OBSTRUCTION OR PROTRUSION SHALL NOT BE MOUNTED IN NOR EXTENDED INTO THE AREA WITHIN 10 INCHES OF 5 I I ? I I 403.2 FLOOR SURFACE. THE FLOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACES SHALL BE WITHIN 1/16 INCH OF THE N I I � I I FLOOR SURFACES SHALL COMPLY WITH SECTION 302. SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. "' 'von 404.2.3.2(A) MANUAL SWING FRONT APPROACH, PULL SIDE EXCEPTIONS: 403.3 SLOPE. 1. SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THIS SECTION. I L - - - - _J THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A - - 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOW WITH THE TOP L - - -j WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE (B) PARALLEL Charlesz REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM RAIL HEIGHT REQUIREMENT. 30" MIN. 403.4 CHANGES IN LEVEL.404.2.3.2(F) MANUAL DOOR HINGE APPROACH, PUSH SIDE 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES (255 MM) OF THE FLOOR SHALL M . Thomas CHANGES IN LEVEL SHALL COMPLY WITH SECTION 303. *as" MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED NOT BE REQUIRED TO COMPLY WITH THIS SECTION. FIG.305.5 12` MIN. I 4. THE INSTALLATION OF KICK PLATES ON EXISTING DOORS AND GATES WITHOUT SMOOTH SURFACE (A) FORWARD POSITION OF CLEAR FLOOR SPACE } + WITHIN 10 INCHES OF THE FLOOR SHALL BE PERMITTED. THE KICK PLATES SHALL EXTEND TO 10 403.5 CLEAR WIDTH. a r C h I L e C L INCHES ABOVE THE FLOOR & NO MORE THAN 1 INCH FROM THE SIDES AND BOTTOM OF THE DOOR 305.6 APPROACH. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403.5.1, 403.5.3 OR 403.5.4 AS APPLICABLE NY 11947 (516) 702-3519 CAVITIES CREATED BY SUCH KICK PLATE SHALL BE CAPPED. MUM 877 rJAIYIESPORT ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR , �- 404.2.10 VISION LITES. ADJOIN ANOTHER CLEAR FLOOR SPACE 403.5.2.1 NEW BUILDINGS AND FACILITIES . 404.2.3.2(8) MANUAL SWING *IF BOTH CLOSER & WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS EQUAL TO OR FRONT APPROACH PUSH SIDE LATCH ARE PROVIDED I I DOORS GATES AND SIDELITES ADJACENT TO DOORS/GATES CONTAINING ONE OR MORE GLAZING PANELS THAT 305.7.2 FORWARD APPROACH (MANEUVERING CLEARANCE). GREATER THAN 52 INCHES IN WIDTH, THE CLEAR WIDTHS IN THE TURN SHALL COMPLY WITH SECTION 403.5.1. PERMIT VIEWING THROUGH SHALL HAVE THE BOTTOM LEAST ONE PANEL ON EITHER SIDE OF THE DOOR, THE ALCOVE SHALL BE 60 INCHES MIN IN WIDTH WHERE THE DEPTH EXCEEDS 15 INCHES. WHERE AN ACCESSIBLE ROUTE MAKES A 180 -DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN 52 INCHES PROJECT GATE OR AN ADJACENT SIDELITE 43 INCHES (1090 MM)) MAXIMUM ABOVE THE FLOOR OR GROUND.a 24" EXCEPTION: VISION LITES WITH THE LOWEST PART MORE THAN 66 INCHES ABOVE THE FLOOR. 305.7.1 PARALLEL APPROACH (MANEUVERING CLEARANCE). IN WIDTH, THE CLEAR WIDTHS APPROACHING THE TURN, DURING THE TURN AND LEAVING THE TURN, SHALL BE `MIN. 404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES. THE ALCOVE SHALL BE 36 INCHES MIN IN WIDTH WHERE THE DEPTH EXCEEDS 24 INCHES. ONE OF THE FOLLOWING DIMENSIONS: AUTOMATIC DOORS AND GATES SHALL COMPLY WITH SECTIONS 404.3. FULL POWERED AUTOMATIC DOORS AND -p GATES SHALL COMPLY WITH ANSI/BHMA A156.10. LISTED IN SECTION 106.2.7. POWER ASSISTED DOORS SHALL 404.2.3.2(G) MANUAL DOORS LATCH APPROACH, PULL SIDE COMPLY WITH ANSI/BHMA A156.19 LISTED IN SECTION 106.2.E _ EO" MIN' _Z z z c 404.3.3 CLEAR WIDTH. ` \ 1 , o - - - DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) IN POWER-ON AND POWER OFF MODE. THE N -- o tO F MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED ^`R N o to a 36" MIN. I I-� I Z WITH ALL LEAFS IN THE OPEN POSITION. x" X A s 404.3.4 MANEUVERING CLEARANCES. 24" I CLEARANCES AT POWER-ASSISTED DOORS SHALL COMPLY WITH SECTION 404.2.3. MANEUVERING CLEARANCES ICC/ANSI 117.1- 2009 404.2.3.2(D) MANUAL DOOR HINGE APPROACH, PULL SIDE IN-I COMPLYING WITH SECTION 404.2.3 SHALL BE PROVIDED ON THE EGRESS SIDE OF LOW ENERGY AUTOMATIC & - - - - - APPLICABLE CODE FULL POWERED AUTOMATIC DOORS/GATES THAT SERVE AS PART OF AN ACCESSIBLE MEANS OF EGRESS. - - 305.i.1 PARALLEL -0- - - -- -1 404.3.5 THRESHOLDS. 36" MIN 36" MIN 42` MAIN 42" MIN 43" MIN 43" MIN *48 MIN. WHERE THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404.2.5. 36" MIN X<5 _- X<52� # XN LL L CLOSER :P z IS PROVIDED 404.3.6 TWO DOORS OR GATES IN SERIES. 305.7.2 FORWARD 1.2 DOORS IN SERIES SHALL COMPLY WITH SECTION 404.2.5. FIG. 403.5.2.1(A) FIG. 403.5.2.1(B) FIG. 403.5.2.1(C) DATE: 4/7/25 a 404.3.7 CONTROLS. �n CLEAR WIDTH AT 180 DEG TURN CLEAR WIDTH AT 180 DEG TURN CLEAR WIDTH AT 180 DEGTURN PROJECT No. 42" MIN. MANUALLY OPERATED CONTROLS SHALL COMPLY WITH SECTION 309. THE CLEAR FLOOR SPACE ADJACENT TO THE OPTION 1 OPTION 2 OPTION 3 - 404.2.3.2 (H) MANUAL DOOR LATCH APPROACH, PUSH SIDE CONTROLS SHALL BE LOCATED BEYOND THE ARC OF THE DOOR OR GATE SWINGS. DRAWING BY. MC CHK BY. OWG No. 404.2.3.2(E) MANUAL DOOR HINGE APPROACH, PULL SIDE A - 007 00 7 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WF'OLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. � r - �/ '9•FI +It qVIT ARCHITECT REVISIONS D E S C R I P T ION I lin 11 i' l E FRONT ELEVATION— EXISTING E SIDE ELEVATION— EXISTING = 0 Lo SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" o �j ~ Lo z o C\j W m W < W z w w Q � 0 � o D � U W o fr pLoUl �- W Lo � � LoX � Q c� STAIR 0 Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E RE-AR ELEVATION— EXISTING E SIDE ELEVATION— EXISTING PROJECT i 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'—O" i I i f EXISTING CONDITIONS E DATE: 6/26/24 PROJECT No. { DRANANG BY. MC { CHK BY. DWG No. �A - 001 00 1 OF 2 l I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN W-IOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 4 - . THIS PROJECT IS IN COMPLIANCE IMTH 2O20 RESIDENTIAL CODE OF NEW PORK STATE. yy b r ARCHITECT 7-10 PLATE HEIGHT � � ^•'' � I � I REVISIONS D E S C R I P T ION ou o II I F- II II w i l < II II � (V CV o (3) 2"X10" 7-10 TO BOTTOM OF DROPPED HEADER CEILING HEIGHT 7'-9" CEILING HEIGHT 7'-9" i EXISTING EXISTING UP 2"X4" CJ ® 16" OC. 2"X4" CJ ® 16" OC. 2R + EXISTING CEILING HEIGHT 8'-4" o 2"X10" RR ® 16" OC. CEILING HEIGHT 7'-8" = a0 CEILING HEIGHT 7'-8" a N I to I I 0 j8 - ", 7'-9" 8'-0"CEILING HEIGH19-0 I FLUSH HEADER 3 2X6 FLUSH HEADER 2 2X12 _ — _ DN II LINE OF FLOOR ABOVE HAND RAIL 24'-0" EXISTING 77— 2"X6" FJ ® 16" OC. 0 �p /0 j� CEILING HEIGHT 8'-4" CEILING HEIGHT 8'-4' J0 4v 2p /vim -0 - — - HEADER DROPPED 8� LINE OF FLgR ABOVE 27 5"X5" POST 5"X5" POST 12'-4" y 00 4'-4" 0 _ I I I �-- 049'—," EXISTING I I >I ( ( I I nI I¢ I I 0c"X6 FJ ® 16" OC. " III �- LNO CEILINGCEILINGoo o xcli 100 m ILING HEIGHT 15'-11" CEILING HEIGHT 8'-4" CEILING CEILING NGCE HEIGHT 16'-4" HEIGHT 18'-9" CEILING HEIGHT 15-11 9' w CEILING HEIGHT 8'- I HEIGHT 16-4 HEIGHT 18'- p N Ww¢ I a Li m o a I� J ¢ I I I Q ui II nui Z z w 20 N04 II U 5"X5" POST 112"X7" POST I _ LINE OF FLO R ABOVE — — — — II W LINE OF FLOOR ABOVE _ _ _ FLUSH HEADER HEADER DROPPED 5�— HAND RAIL HALF WALL I FLUSH HrADER 5'-2" HIGH HALF WALL I I O LO Q U l_l__ O I I O �— M IILO W Z o o F ® w I � °' CEILING HEIGHT 7'-8" X _ aLO w N `° 2R to I � s x - - - � I II II II II (D to " II II P FIRST FLOOR PLAN— EXISTING P SECOND FLOOR PLAN— EXISTING ji SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT EXISTING CONDITIONS DATE: 6/26/24 PROJECT No. DRAWING BY. MC CHK BY. DWG No. • DA - 002 00 2OF2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I