HomeMy WebLinkAbout52715-Z TOWN OF SOUTHOLD
" BUILDING DEPARTMENT
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#: 52715 Date: 03/04/2026
Permission is hereby granted to:
Steven J Reisman
96 Murray Ave
Port Washington, NY 11050
To:
construct alterations(to include an elevator)to an existing single-family dwelling as applied for.
Premises Located at:
665 Bailie Beach Rd, Mattituck, NY 11952
SCTM#99.-3-21.1
Pursuant to application dated 01/21/2026 and approved by the Building Inspector.
To expire on 03/03/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Alteration $250.00
CO-RESIDENTIAL $100.00
„„ Total $350.00
___-. Building Inspector ���
<04
" a' TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
. vy. ",....W, y
� , Telephone (631) 765-1802 Fax (631) 765-9502 gj� °l � .i Ilfl�� is w t111Y41—
Date Received
APPLICATION FOR BUILDING PERMII'
For Office Use Only ,
PERMIT NO. 5� eullding Inspector
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:1/1512026
�........................_ ............. ,wwwwwwwww.w..
OWNER(S)OF PROPERTY:
Name:Steven Reisman SCTM#1000-099.-0003-00021.001
Project Address:665 Bailie Beach Rd, Mattituck, NY 11952
Phone#:(212)671-1010 Email:Reismansteven@gmail.com
Mailing Address:96 Murray Avenue, Port Washington, NY 11050
CONTACT PERSON:
Name:Denton Henry
Mailing Address:15 Dandelion Ct, Lake Grove, NY 11755
Phone#:(516)807-0610 Email:Dhenry@premierbuildingny.com
DESIGN PROFESSIONAL INFORMATION:
Name:Robert Higgins
Mailing Address:50 Hidden Acres Path, Wading River, NY11792
Phone#:(631)208-3351 Email:Rarchibob@aol.com
CONTRACTOR INFORMATION:
Name:Premier Building & Renovations
Mailing Address:769 Fulton Street, Farmingdale, NY 11735
Phone#:(516)977-3132 Emai►:info@premierbuildingny.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition RAlteration []Repair ❑Demolition Estimated Cost of Project:
0 Ot her EleVatOr Install 200,000
Will the lot be re-graded? ❑Yes R-No Will excess fill be removed from premises? ❑Yes *No
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes CKNo IF YES,PROVIDE A COPY.
Il Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name):Denton Henry igAuthorized Agent ❑Owner
Dlgltaly signed by Denton Henry
Denton HenrySignature of Applicant: Date,2026 01.151324 15-p500' Date: 1/15/2026
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
Qualified In Suffolk County u
SS: Commission Expires April 14,2 MU
COUNTY OF
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
dty of T....� (° .. I ,20
4—n /6-t4A CIA
Notary Public
PROPERTY OWNER AUTHORIZAT�101Y
(Where the applicant is not the owner)
Steven Reisman 665 Bailie Beach Rd
e i in at
,Mattituek, NYI Denton Hen
hereby,
a prize ry _...... .w_�.....__...._to apply on
my behal o the T n ir5 uthola `tiilding Department for approval as described herein.
Own S Date
l
Prim "er's Name
2
SS�SSoy�
52115'
9
8" THICK CAST-IN-PLACE
CONCRETE FOOTING UNDER
Q PROVIDE NEW 4" SLAB W/#5 REBAR @ 12" O.C.
4"DEEP PIT AS PER EACH WAY
ELEVATOR p
MANUFACTURER. _
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-------------------------
1
Window Well R310.2.3 Q
------ I 4 I Ladder and steps R310.2.3.1
L _ Window wells with a vertical 0 (jJ
------'' `------; 4'_I " depth greater than 44 inches shall U
be equiped with permanently affixed =
EXISTING WINE ladder or steps usable with the window Q z
CELLAR ELEVATOR PIT PLAN in the full open position. (Rungs shall have > W V
I I I
SCALE: 1/4" - 1'-0" an inside width of at least 12 inches, shall J z
project at least 3 inches from the wall and WCO
W
shall be spaced not more than 18 inches W m
on-center vertically for the full height of 0
FWH50611F'ALR i -----------------------------------------------------------------------------------------------------------
TYP the window well. W W (�
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9. - Window Well R310.2.31RC
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Min. 9 sq ft. with Min O (n 1 1
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W
Horiz. Dim of 3'-0" to
Allow for emergancy —Cl - I I o
cl t as m n
0-
��o 0 escape and rescue Q
M I I ( "J
u Provide permanent
Xt ; I ; P , I steps to grade
co
o° , E
;
i • 4" Well Drain to New Dirywell o o, c 0
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1
O b ' . -6 ' C° Z' Q
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EXISTING om
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MECH RM UNFINISHED I ° ' ' ° c o m CW 1
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BASEMENT I o` - CL aZi 0 °
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TYPICAL WELL FOUNDATION
- - - - — � �- - - - - - - - - - -a - - - L- - - - - - - - -e - - - - - - - - - - - -6-- - - - - - - - - - - — - — - — - — - — - — - IN ACCORDANCE WITH CHAPTER 4
TABLE R404.1.2(8):
PROVIDE NEW UNFINISHED I 8" CAST-IN-PLACE WALL ON
I ' 4"DEEP PIT AS PER I I I
ELEVATOR BASEMENT 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING,
up MANUFACTURER. 2-011
1 , I I
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REMOVIE EXISTING COLUMN
ADD NEIW 4"COLUMN AND
_________ 30"X30")C12"FOOTING I
1 I U
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EXISTING --------- -- ---- RING HALL BE SECURED AT LANDINGS
BATHRM AGAINST LATERAL SHIFTS WITH NO I
EXISTING LESS THAN 4 FASTENERS. LO z
FASTENIERTOBEMINIMUM1/4" �. `
r CLOSET DIAMETIER AND MINIMUM 1.75"LENGTH (2)-1-3/4 x16"LVLI O I . ` N Q
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STAIR CASE ----
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a` . • I I N I I I
- EXISTING
EXTERIOR WALLS ------------- T�
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BASEMENT PLAN lo'-��" '`-------------------------
SCALE: 1/4" = 1'-0"
EXISTING FOUNDATION WALL HEIGHT: 10'-0" G
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GUEST BEDROOM
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Oak railing 2-story space ` mq °
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BALCONY EXISTING RAILING TO BE 3_-_1_/_2_"_X_14"_L_VL__fl_U_Sh _ ---__ 2-$ a� c� CO`n Z c E O CO
^ —' RE-POSITIONED AND ADJUSTED • U
EXISTING RAILING TO BE TEMP GLASS " TO FIT AROUND ELEVATOR OPENING ------- �--- CL_ 0 M 0 Cr
RE-POSITIONS AND ADJUSTED 42"HIGH REPLACE AS REQUIRED. I I O C O L 0
TO FIT AROUND ELEVATOR OPENING GUARD RAIL
TYR EACH SIDE F 9 I I
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II
_____`__` _ ___ ------------- ,
o - 5-1/2" x14" LVL flush
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REFER TO
U - - MANUFACTURER
0 SPECSAND
- ae SHOP DRAWINGS
- - 4E 18 FOR ADDITIONAL
Bedroom#2 , I 0
eke e ELEVATOR SPECIFICATIONS > i
smoke alarm °"
0 _
EQUAL EQUAL
In Z
17R —' � � o
cn
0 10'-2" 5-11" ; ; ; ; I o w
c,,X c_n w 5'/2' 5'/z' ° FOYER X: : J
(V 2-story space 2 1 : }
DINING ROOM ; ; �
2x10 rafters (cD16"off 10'-2" 5'-11"
2 x 6 clg joists 16" oc X '
set @ 12'0"AFF 2nd fir — _ _ `�" STUDY
I
OPEN TO BELOW
EXISTING
2'-0"
CIOS 2'-011 W N
CIOS C
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o
>~ � M (�D
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2ND FLOOR PLAN 1ST FLOOR PLAN
SCALE: 1/4" = 1'-0" _ �E��R�
SCALE: 1/4 — 1 -0 �C
i 1/4" _PL►4N VIEW
Running Clearance
Per ASME A11.i-2016 60 5/16"
Sec. 5.3.1.4.2 Minimum Clearance
TOF VIEW EIALCONY DETAIL Finished Pit
ELEVATION VIEW-BALCONY ATTACHMENT Cutout
f
1 3/16"
2 1/2" Handrail
—�I -•r-Edge of Balcony See "CLEARANCE TABLE"
Offset Manual Lowering
to Edge or Balcony P'late to nearest wall I Location on
Top Landing
Finished Handrail
(By Others) I I
II �
II I
i I I
4'1 .
X Hotstwayz
26" Cab Opening
w/ Gate
HotsOpeetorOHandrafIOffsetBalcony BalconyCOPRing �4= I Plate
I I I/2"'r•i•PI/2" I � i 3/8" W
See "CLEARANCE TABLE" I Hofstw O
¢Hofetway � i Handrail - I¢ °y-+t- ry
Clear from to nearest wall
Balcony Ring - - - - - - + - - - - - Offset U
1 '
i QWU
WCar Csate to 7
.•'�� rn Cab Width Holetway Door-2 1/2" J
' In Compliance with W V l W
\ Per ASME All.l-2016 //��//
1 ' 1 See CLEARANCE TABLE' 49 5/8" Sec 5.3.1.8.3 � L.L. W
4x Fastener on Balcony Plate I to nearest wall
minimum 1/4" diameter and 25 11/16" —+► I Finished Pit Width
II W
approx. 1/2" from edge of Balcony
� Q
-jD
, •, Plate pending site condition/Joist I I
_ •. Balcony Landing shall be secured I I O
i - against lateral shifts with no less 1 1
k. than 4 fasteners determined to be I..L- (...
Top of
21 3/16"%%Pi/2" Finished Floor wood screw or concrete fastener,
-� qto Finished i- ___ _ minimum 1/4" or larger in diameter O W L
Balcony Edge 3/16" and minimum 1.15 in length
Balcony Plate
1 3/4" Min. qto Finished
Fastener Length Balcony Edge
29 11/16" +/- 1/2"
qto Edge of
Balcony Plate N
1 C O C 0 C `C
1
3/4" Typ• ) ` p (0 (1)
a
Finished Floor
3/4" Typ• N U ' C C N
C
Subfioor C U O CD Q N
Id C) O '- O
CLC:
Finished Balcony Edge. Typ. Joist Structure Top of Plate— _ - — - - _ �O +.. 0 0 Co .0 O
Must be finished
prior elevatorr f nstal O
ion. O
N C O '17 C
.�+ �
(Finish by Others).
_ � 5 C5 C: s= .L�O co
FIT CUTOUT DETAIL ~ ` " M CT
a
°' 2NQ FLOOR PLAN
FLAN VIEW FIT CUTOUT/THRU FLOOR CUTOUT 3/16" I � HolStway
Ring Thickness
Top of Finish
Base Floor Top of Subfioor LANDING 3
14" /� - - - - - - - - - -
EXISTING TJI
Finished Pft and/or
Thru Floor Cutout I Pit Depth �- f
p �• r (2)16"LVL
.1
i +1
49 5/8" i c"\v +I MLLI
Pit Cutout Width 1'> o
�• FOYER S 1 ST FLOOR PLAN
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- - - - - - - - - - - - �, o
o N Q
i
/
Top of Subfioor IIICIO
2x Fastener in Pit Plate - - — - r - - —
determined to be wood screw EXISTING TJI l
or concrete fastener, i Top of Foundation EXISTING TJI
- - `r
a
minimum 1/4" or larger in diameter I ° (2)16"LVL�� (2)16"LVL
and minimum 1.15" in length I / Pit Depti.h
4
� a
r 49 5/8" \ •\
e I a I�
e Sx Fasteners In Ring �' •� 4 ;:- 4 � ° � BASEMENT
determinled to be wood screw S o
or concrete fastener, 6` w O
minimum 1/4" or larger in diameters a
C and minimum i.15" in length aa' z ,a�
Cq
Typ. Floor Framing ,'p - _ Cis F-
By Others.
Structural Design ° EIHOIS YTOP OF `-'4
8 Others. 6 oD BASE FLOOR �j rJ� +"
y O
RING
O
Top of Footing b• LANDING 1 RING THICKNESS i� V
a) J
PIT DEPTH [� ACE:,
V
49 5/8" —�.- ^ `0
O ~ M �
PIT CUTOUT WIDTH ^ / F•r �" � '��r
In
NEW SLAB UNDER 4"PIT CUT OUT
C 8"THICK X V-8"X 6-10" CAST-IN PLACE ED AFC
4000 PSI CONCRETE FOOTING WITH
NOTE: #5 REBARS @ 12" O.C. EACH WAY , �� j H1 �F
PIT OPTION (ROUGH iN AND FINISHED DIMS ARE IDENTICAL TO
THRU-FLOOF- ROUGH IN AND FINISHED DIMS.
fl �r
WHEN THERr 15 TWO OR MORE WALLS SURROUNDING THE ��
UNIT 18" OF ,ADDITIONAL CLEAR SPACE IS REQUIRED ON ONE SECTION - A
OR MORE SIIDES.
SCALE: 1 /4" = 1 '-0" ,
WHEN THE UKT IS UP AGAINST ONE WALL 4" OF CLEAR
SPACE 15 RE:QUiRED BETWEEN WALL AND ELEVATOR.
FASTENING SCHEDULE
BASED ON TABLE R602.3(1) NAILING SCHEDULE
DESCRIPTION NUMBER AND TYP SPACING AND
OF FASTENER LOCATION
ITEM ROOF FRAMING
4-8d BOX (2-1/2")OR
1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL
2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR
3-8d COMMON EACH JOIST,TOE NAIL
CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1 Od BOX (W)OR z
3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-117) FACE NAIL
CEILING JOISTS ATTACHED TO PARALLEL O
4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL
5 COLLAR TIES 4-1 Od BOX (W) OR
OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER _
6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Q
4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE
OF EACH RAFTER OR TRUSS Q
7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL
3-10d COMMON
3-16d BOX OR Q
2-16d COMMON END NAIL
WALL FRAMING O UJ
U TT
16d COMMON < z
8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL
9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL /> W
INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162" 1 ' 1 Q
16d COMMON LJJ Z
10 BUILT-UP HEADER (3-1/2"x 0.162") 16"D.C. FACE NAIL ALONG EDGES _J [�� 1 ' '
11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL W UJ
OR 4-8d COMMON W m
9. All Engineered Wood Products such as'Trus Joists,Micrro-Lam,etc"shall be 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL Q W
Installed in accordance with the manufacturers latest insstallation details, MIN. UNIFORMLY DISTRIBUTED LOADS castions,etc. 8-16d COMMON(3-1/2"
GENERAL CONSTRUCTION NOTES Micro-Lam"Design Stlre sable Hole diagE m1.9,p Flo=2,,600 psi, Fv=285 psi 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") FACE NAIL ON EACH SIDE OF END JOIST(MIN 24"LAP SPLICE LENGTH W Z
"Parallam PSL"Design Stress: E=2.0, Flo=2„900 psi,Fv=290 psi USE LIVE DEAD EACH SIDE OF END JOINT) V) _J
"Anthonyower Beams Design Stress; E=2.1, Flo=33000 psi, p LOAD LOAD
1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. Y 9 p , Fv=300 psi BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL O S
as adopted by New York State May 12,2020, Uninhabitable attics without storage 10 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL14 ^ G Q
Additional Code Compliance: 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS,
2020 Energy Conservation Construction Code of New York State,the each sleeping rooms in basement,habitable attics, ands every sleeping room Uninhabitable attics with limited storage 20 10 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NIAIL co
BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAILO 1-
2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; shall have at least ONE operable emergency escape opening as follows:
Fuel gas code;Existing building code;Property maintenance code, Sill height of not more than 44 inches above finished floor. Habitable attics&attics served with fixed stair 30 10 n/ W
opening of 5.7 S A. Minimum net clear o feet. L.IL
ALL CODES shall supercede the drawings and shall be incorporated into the P g square 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL q drawings WHETHER they are indicated on the Plans or NOT. Except grade floor openings shall have a minimum net clear Balconies(exterior)and decks 40 10 2-isd COMMON
opening of 5 square feet. Fire escapes 40 20 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL
Additions,Alterations&Renovations:shall conform with Appendix J B. Minimum net clear opening height shall be 24 inches. 2-16d COMMON
C. Minimum net clear opening width shall be 20". Guards and Handrails per 1607.8.1.1 200 3-8d BOX
2. Written Dimensions take precedence over scaled dimensions D. emergency escape and rescue openings shall be operational 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL
from the inside of the room without use of keys or toobls. Guard in-fill components 50
3. The contractor to the start of construction shall prior verify all WHERE Basement contain more than one or more sleepiing rooms,
P ty an emergency escape opening shall be provided for EACH sleeping room. FLOOR FRAMING
dimensions,existing or new and be responsible for field fit. r9 Y p P 9 P P 9 passenger vehicle garages 50
Emergancy escape and rescue opening shall open direcctly to the outside 4-8d BOX
4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, Rooms other than sleeping rooms 40 10 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL
shall be installed in accordance under latest State approved Building Codes. EXCEPTION: Grade floor or BELOW grade floor openings shlall have
All systems are to be designed,installed,&specified by the general contractors; HVAC, a net clear opening of not less than 5 square ffeet. Sleeping rooms 30 10 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON
22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL
electrical or plumbing sub-contractors.Electrical certificates are to be provided the electrical contractor. 11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at leastt one side of each Stairs 40 20 H
continuous run of treads or flight with FOUR OR MORE RISERS. 23 BLOCKING TO JOIST 2-10d BOX EACH END E
5. Ali New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity Handrail Height measured above stair tread nosing,shaill not be less than Roof 20 2011 2-8d COMMON o o E y
34 inches and not more than 38inches. All Handrails shalll be continuous m
of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 4-16d BOX .6 °o 12
the full length of the stair from a point directly above the tdo riser of a flight 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL m rn m m
be the responsibility of the general contractor to verify the depth of all existing footings g P Y P g 3-16d COMMON 0 c w € m L
to a point directly above the lowest riser of the flight.Hanidrails adjacent to ALLOWABLE DEFELECTION OF ALLOWABLE E U t �, y C o 0
disturbed by construction. P Y g f 0 � ro� T
a wall shall have a space of not be less than 1-1/2 inches,between the wall STRUCTURAL MEMBERS DEFLECTION 3-16d COMMON AT EACH BEARING,FACE NAIL ° `o c co m c 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) c c z a a� C ro
TABLE R401.4.1 subscript b:Where the building official determines that in-place soils and the handrail.see code for exceptions.Refer to Code for grip size specifications. 4-10d BOX ro °�' �, 2 a.c 0 `o
with an allowable bearingcapacity of less than 1,500 sf are like) to be resent at the site, Rafters having slopes greater than 3/12 with c .a c m �--
P ty P Y P 12. GUARDS:R312 Porches,balconies or raised floor surfaces located more than 30" no finished ceiling attached to rafters L/180 4-10d BOX °�o o'm $o y ro $ o
the allowable bearing capacity shall be determined by a soils investigation. 26 BAND OR RIM JOIST TO JOIST PER JOIST m o.- o a y �»-u,�
above the floor or grade below shall have a railing not less than 36 inches 3-16d COMMON c a N Y :b 0 a`w o
6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have in height. Railings shall have Top rails and Balusters ands Bottom rails that are Interior walls and partitions H/180 (D r 2 o 3 s y a o c 3
an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed 27 BUILT-UP GIRDERS AND BEAMS 1od BOX STAGGERED ON OPPOSI O.C.FACE NAIL TO TE SIDES
=o o�o c o�ro _
b the riser,tread and bottom rail of the guard rail at them en side of a stairway Floors c o c � 2 "
garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. Y g P Y L/360 c N �y� _ �,w.
All Concrete shall conform to the latest ACI standards. are permitted to be of such a size that a 6 Inch sphere calnnot pass through. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL C f0= c c L N --o E
Open sides of stairs with a total rise of more than 30 inches above the floor or All other structural memebers L/240 3-16d COMMON r a o c M N o $ 3 o
R404.1.3,2 Reinforcement for Foundation Walls grade below shall have guards not less than 34 inches im height measured w o o w �1r
Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal vertically from the nosing of the treads. Exterior walls with stucco finish H/360 2-1od BOX(3") OR p,o E c °' C6.2 c a
29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL r N. r= E E � o
2-8d COMMON(2-1/2P') Z ro c U y
reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement Exterior walls-wind loads/brittle finishes L/240 m w ai ¢N c c m c
shall be provided in accordance with Table R404.1.2(8) 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window WOOD STRUCTURAL PANELS,SUBFLOOR, r c r cc m o $
opening is located LESS than 24 inches above the finishled floor and GREATER Exterior walls-wind loads/flexible finishes U140 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND �- o y m H ro E a._ o a
R404.1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall Y corn I with than 72 inches above the finished grade or other surface-,below on the exterior
P PARTICLE BOARD WALL SHEATHING TO FRAMING
the requirements of ASTM A 615,A 706 or A 996. of the building,the window must be provided with a windfow opening control device L=span length,H=span height
Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), that compiles with R312.2.2 Window Opening Control Devices. SPACING OF FASTENERS z
required reinforcement shall be in accordance with Table R404.1.2(1)thru DESCRIPTION OF NUMBER AND TYP
R404.1.2(9). 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking;shall be installed in BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING O _
accordance with R302.11 thru R302.11.2 and DraftstoppEing shall be SUPPORTS GABLE END WALL FRAMING W
R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls Installed per R302.12 thru R302.12.1 6d COMMON(SUBFLOOR,WALL) CD f-- ( �-
9'-0"or higher as per tables R404.1.2(8) Vertical reinforcement in basement walls 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 61" W O W "C
shall be located to provide a maximum cover of 1-1/4 inches from the inside face. Fireblocking materials R302.11.1 shall be as follows;
1. Two-inch nominal lumber 19/32„-1" � O
2. 1/2"gypsum board 31 Sd COMMON 6" SEE NOTE A 6i° � Z..I z J 0) d'
BasedR404. .3.T Concrete foundations shall have horizontal reinforcement o follows; 3. Batts or blankets of mineral or fiberglas shall be perrmitted for compliance Q Q Based on Table R404.1,2(1)- (includes basement entrances and window wells) ++
Less than 8 foot Wall Height:One#4 bar within 12 inches of the top of with the 10 foot horizontal fireblocking in walls consttructed using parallel 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" W Q 0 ~ RS
wall and One#4 bar near mid-height of wall. rows of studs or staggered studs. = W Q(, W E
Greater than 8 foot Wall Height:One#4 bar within 12 inches of the top of 4. cellulose insulation installed and tested in accordancce with ASTM E 119 or 1/2"STRUCTURAL CELLULOSIC
wall and One#4 bar near the third points in the wall storyR404.1.3.3.7.3 Wall Openings UL 263,for the specific applications 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" z
518"STRUCTURAL CELLULOSIC W = 0
-
R404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 34 FIBERBOARD SHEATHING 1-3/4"GALV.ROOFING NAIL 7 7 _J (n
that is interrupted by wall openings shall have additional vertical reinforcement of the same size CL
placed within 12 inches of each side of the opening. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV,ROOFING NAIL 7" 7"
R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7"
in the forms with tie wire or other bar support system to prevent displacement during the concrete EXTERIOR WALL WOOD STRUCTURAL PANELS
placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum TO RESIST WIND PRESSURES TABLE R602.3(3)
cover of 3 inches.Minimum cover for reinforcement In concrete cast in removable forms that will be
exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches
for No.6 bars and larger.For concrete cast in removable forms that will not be exposed to the MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING
earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch. STUD
The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL
PANEL SPAN RATING THICKNESS SPACING EDGES FIELD 0
7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All F-
Framing lumber shall be DOUG-Fir Larch#2 or better, E=1,600,000 6d COMMON NAIL(2.5"X 0113") 1.50 INCH 24l0 7/16"OR 1/2" 16" O.C. 6" 12"
Min. Fb for dimensional lumber=850 psi, Ln Z
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. ad COMMON NAIL o
CD
Including but no limited to: Deck Framing,Posts,Headers,Girders&Ledgers. (2.5"X0131") 1.75 INCH 24/16 7/16„OR 1/2 16" O.C. 6" 12" cV 0 Q
8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: M U) LiJ
a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 } � _J
or stainless steel. Q W
b,) Use Copper flashing Only against ACQ Lumber Sill Plates GYPSUM BOARD FRAMING SPACING OF FASTENERS
c.) All Structural connectors Le,Simpson strong-Tie or USP,etc GYPSUM BOARD fA
P 9 CLIMATIC AND GEOGRAPHIIC DESIGN CRITERIA TABLE R301.2(1) THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS
shall be Hot-Dipped Galvanized or Stainless Steel. FRAMING SPACING NAILS SCREWS TO WOOD FRAMING
WIND DESIGN SU63JECT TO DAMAGE FROM 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLIER NAILS
GROUND SPECIAL WIND SEISMIC FROST WINTER ICE SHIELD AIR MEAN WALL EITHER DIRECTION 16"O.C. 8" 16"
SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
SNOW
(MPH) EFFECTS DEBRIS LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP " CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLIER NAILS
ZONE
LOAD REGION CATAGORY DEPTH cJ/8 WALL EITHER DIRECTION 16"O.C. 7" 12" h P M MODERATE TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR 7�
20 LBS 140 NO NO NO B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less 52.1 �� GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" EOUIVALANT DRZYWALL SCREWS. v
5/8 BENEATH SCREWS SHALL COMPLY WITH
M, In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris%wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. HABITABLE ROOMS IRC SECTION R702.3.5.1
O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are I given in Figure R301.2(6)for sites at elevations up to 1,000 feet.
Sites at elevations above 1,000 feet shall have their ground snow load increased from the rmapped value by 2 psf for every 100 feet above 1,000 feet. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framiing shall be spaced 6"o.c,
P. Basic wind speed for risk catagory 11 from ASCE 7-17 Figure 26.5-1 B
Where the ultimate design wind speed Is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for FT.�
minimum 48-Inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. II C�
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BUILDING DEPARTMENT STAMPS
CLEARANCE TABLE
1-WALL 2-WALL 3-WALL
4' ONE AT 4'AND ONE AT IS' CONSULT FACTORY
IN APPLICATION WHERE THE UNIT IS CENTERED INSIDE AN OPEN STRINGER
——————————————
STYLE STAIRCASE, THE CLEARANCE TABLE CAN BE IGNORED PROVIDED THAT
THE MINIMUM DIMENSION USED TO ACCOMMODATE THE UNIT INSIDE THE _ A
STAIRCASE IS THE SAME AS THE PIT RING.THE STAIRCASE MUST BE DPEN I X/O\
ON ALL FLOORS(INCLUDING LOWER FLOOR)ON ALL 4 SIDES[IF THE UNIT.
REFER PLANNING GUIDE FOR MORE DETAILS i DISCONNECTS
•THE UNITIT CANNOT SERVE AS A FALL,BARRIER A HANDRAIL IS REQUIRED ON
THE INTERIOR[IF THE STAIRCASE -
11/4" PLAN VIEW
Running Clearance
Per ASME A17,1-2016 65"
Sec. 5.3.1.4.2 Mlnlrouro clearance j CONTROLLER (REMOTE)
Finis Cutout Pit I NEC 36" MIN.
CEC 1m (39") MIN.
DIM. 24.38"W x 20.25"H
1 3/16"
Handrail L----------------J
See 'CLEARANCE TABLE' Offset Manual Lowering
to nearest wall Location on
Top Landing
DISCONNECTS AND CONTROLLER (REMOTE)
S
ao
{a
a
+�
a ^3 Hoistway
to
O. cu s 26" Cab Opening
a L) 1 3/16" w/ Gate
c Handrail Operator
Offset
COP
3/8,
See 'CLEARANCE TABLE' Handrail q Hoistway
to nearest wall Offset :as
rj r°k i
., 3� o 7 .
P.
42 1/4" Car Gate to Y naa
�
Cab Width Holstway Door=2 1/2"
In Compliance with
3/4 & 4 Rule
See 'CLEARANCE TABLE' 49 5/8" Per ASME A17.1-2016 ;; 3
to nearest wall Finished Pit Width Sec 5,3.1,8.3 ;� wa
AK
OFF-ICE USE ONLY: Part N"• Octagonal Glass
armwuIax VOW srva, 0.0 v"None No. 1 1 8-7 1 -7 8
uoanE 19M STMA WE23.9
CUSTOMER: DATE:
ED AY E L_E\/AT O FR 05-02 25 "
PROJECT: fE1m WE w•'°i � �'Y C ."�
P LAN \ 1EW
� � S Bcli1 Bec� cf--i Rd10-1025 �.' � `
v
665 Bailin BecDc lh FRd , Mclttituch L
P-000000 7 OF 7
NO HEATED FLOOR 4" 1102MMI AROUND ANY LANDING AND INSIDE THE PIT OF F❑❑TPRINT.
BASE RING CONFIGURATION Minimum Ramp Clearance
Edge of
Balcony
w 0)
La •I
w
o o
+' n,d I
m N
OD 2 yl
JA Hoistway 32 5/8
LD o a, o u + Ramp Wi
in° v or
tL u
21 11/16"
p Minimum
•I Clearance
COP
Ramp Weldment
Provided
Top of
Finish Floor
�Hoistway
4"
Base Ring
03/8" 27 3/16"±1/2"
Ring shall be secured at landings fto Edge of
\—a@Qlnst lateral shifts with no _ Balcony Plate
Less than 4 fasteners. '� ii`-"�,It
Fastener to be minimum 1/4'
diameter and minimum 1.75' length �. >• >y :. 60 5/16
"
$' V 09� Minimum Door Swing Clearance
T _
pyyyj z w
E'
603
OFFICE USE ONLY.• PAN+. Octagonal Glass
cawcuuual MW srAIn 0.O Y Aanl Nc. 1 1 8 7 1 -7 8
wm��+sulr. WE23.9
CUSTOMER: DATE'
AY E L E�/ATO FR Bc L I F_T 05-02-25 {!} ,tj
PROJECT: RW09—M 011E " i-:r.t v
FLOOR VIEW 1 � � � Bailie MRM Be � � � R � ,O-,0_25
Fe 665 B -I c3iIie E3(-- Rd , M bk cittituc L
N Y � L__j !H�;; JOB N0. P-000000 2 of 71
NO HEATED FLOOR 4" 1102MMI AROUND ANY LANDING AND INSIDE THE PIT OF F❑❑TPRINT.
Edge of
Balcony
a
c
3
O) - I
C N
O
co \2 N
(\9 M4 C
O O� I
�d �a
N I 21 11/16"
E3
Minimum
Clearance
�% C-op
6 /16
�2Door wing Clearance.
9 Y Y {�1R,
Balcony
29 11/16"tl/2"
tto Edge of ? `t
Balcony Plate ' r u`7
('`
C al 4 OFFICE USE ONLY P- Octagonal Glass
CpPBAAMN 14R9W STNP: 0.0 veim,t Na 1 8-7 1 -7 8
SNP VIA 239
CUSTOMER: DATE:
=)AY E L—E T O R B.c L I ET 05-02-25 $j
PRO.EECT: DAE Y ::r.i U k019
. FLOOR VIEW 2 � � � Bciilie Be � � h Rd 10-10-25
W. _
665 Bailie Bauch Rd, Mcattituck E
P—OOOOOO 3 OF 7
NO HEATED FLOOR 4" 1102MMI AROUND ANY LANDING AND INSIDE THE PIT OF F❑❑TPRINT,
Edge of
Balcony
C
a
3
N I� N
O tI
1, 1 N= I
In � Cn 4- Q I o O l7
in d v a
3 II 21 11/16"
o Minimum
Clearance
LCOP
r
E toy' 42Door wing Clearance +
Balcony :f t cf1}
29 11/16"t1/2" ` F ---
Eto Edge of T.
Balcony Plate
cal
x ...e
OFFICE USE ONLY -t- Octagonal Glass
coax ars wmw snip: 0.0 Vb w a N.. 1 1 8-7 1 7 8
LWH WM suw 33
CUSTOMER: DATE -
=)AY E L E\/A-F O R < c L—I F--F 05-02-25PRIIIIEC �'
FLOOR VIEW 3 (S � e � 1 <� 8 � � � � FRcI 1FEMM 025 V � 0
665 Bciilie Becich Rd, Mcittitucic Mar _
P—OOOOOO 4 OF 7
ELEVATION VIEW-BALCONY ATTACHMENT TOP VIEW BALCONY DETAIL
2 1/2"
I IF Edge Balcony
to Edge
of Balcony Plate
Finished Handrail
(By Others)
1"
Approx.
10
Hoistway
1 1/2"tl/2"
Clear from Io
Balcony Ring
Balcony Balcony
Ring I Plate
ii \ •II
\\
gHoistway
t 4x Fastener on Balcony Plate
minimum 1/4' diameter and -
\\ approx. 1/2' from edge of Balcony 10
Plate pending site condition/,Joist
\\ Top of
27 3/16"31/2" \ FWshed Floor I N
tto Flnlshed
Balcony Edge \\ _ 3/16"
Balcony Plate
i \ 1 3/4" Min.
\� Fastener Length
10
25 11/16"
10
t Balcony Landing shall be secured 10
10
i against lateral shifts with no less 11
than 4 fasteners determined to be
—/ 10
3/4" Typ. wood screw or concrete fastener, 10
�
Flnlshed Floor ii minimum 1/4' or larger in diameter
3/4" Typ, and minimum 1.75' In length
\ / Subfloor
\\ / 4 P4 ,y a 27 3/16"±1/2"
"mow, �r ` tto Finished
Finished.Balcony Edge. i� Typ. Joist Structure ��rJ tom. e
Must be finished prior to ✓� Balcony Edge
elevator Installatlon. - � `
art
(Finish by Others). .29 11/16"±1/2" _
1 tto Edge, of
i
;a Balcony Plate
�, S.
s, OFFICE USE ONLY. PNa Octa onal Glass
mMmx lesa srue O.0 1 I p p
r..:; IOU tei9Dl SIMP. WU33
CUSTOMER:
DAlE:_
ED AY E L E\/AT O R Bc L-I F-T 05-02-25
PROJECT. '�T3
BALCONY DETAILS � � � BaT11 � Bea � Rd ,0-25 I C E
ft
665 Bailie Becich Rd , Mattitucl< mftOdii
"Na P-OOOOOO 5 OF 7
R
:Y N
m
LANDING 3
l
�o
m�
LANDING 2 �
l
4 Romp Widmer
g f Provided
f
LANDING 1 Flnls Floor
!� � ➢dot I �. � -
4' CIOPrpn]
MEMMOMM/07
Base Ring
" 3' Ring shall be secured at landIngs
r,,X ognlnst lateral shifts with no
4 t r� less than 4 fasteners.
vil c
IC31A Fastener to be minimum 1/41
dlameter and minimum 1.751 length
OFFICE USE ONLY.• Part No. Octagonal Glass
CgFl(UfAiIDN VM STAMP. 0.0
Variant Na. -I 8 8
Umm vMON TrA1P; VUE- 3.9
CUSTOMER: - DATE:
AY E L_E O R Bc L_I F'T 05-02-25
: MOON DAIS � �
ELEVATION ,B-B ADDRESS;�PROJECT(Ss B a I I e EB a I—i R 10-10-25 rava '�
�
COVILM DY-:1
665 Bailie Beach Rd , Mattituck k ado Na. SHEET Na.
I� Y , L—J P-000000 6 of 7
PROVISIONS BY OTHERS GENERAL
CLASSIFICATION: Private Building ENTRANCE SIDE LEGEND
APPLIED CODE: ASME A17.1-2016 SEC. 5.3
wGENERAL WALLS: Glass Cab
CONSTRUCTION SITE, OWNER/AGENT TO PROVIDE ALL MASONRY, CARPENTRY AND NUMBER OF FLOORS: 3
DRYWALL WORK AS REQUIRED. FLOORS SHALL BE IN FINISHED STATE PRIOR TO MODEL: Octagonal Glass SIDE D
INSTALLATION OF UNIT. CAPACITY: 950lbs
■GLASS MODELS, THROUGH FLOOR JOIST SPACES ARE VISIBLE FOR 8LL.GLASS MODEL. NOMINAL SPEED: 40 f m UP AND DOWN
INSTALLATION.
FLOOR JOIST SPACES MUST BE FINISHED PRIOR TO ELEVATOR TOTAL TRAVEL- 27p'p
INSTALLATN. CAB FLOOR AREA: 44x42",12ft2, 1.1x1.0m, 1.2m2
■ACRYLIC MODELS THE CUSTOMER MAY ELECT TO HAVE THE ELEVATOR PROVIDED
VITH OPAQUE BLACK ACRYLIC TO COVER THE JOIST SPACE. THIS SELECTION MUST CAB INT HEIGHT: 84"
BE MADE AT THE TIME THE ORDER IS PLACED. ALTERNATIVELY, THE CUSTOMER CAB WEIGHT: 1050 lb
MAY ELECT TO FINISH THE THROUGH FLOOR JOIST SPACE PRIOR TO ELEVATOR PIT DEPTH (OPTION): p"
INSTALLATION. POWER SUPPLY: 60 Hz Single Phase 240 volt (60Hz) SIDE A SIDE C
DIMENSIONS, CONTRACTOR/CUSTOMER TO VERIFY ALL CLEARANCE DIMENSIONS PRIOR TO CAB DOOR: Automatic Op. Bi—Fold(s)
UNIT DELIVERY. PLEASE NOTE THAT DIMENSIONS PROVIDED IN THE PLANNING GUIDE SAFETIES: 2 Type A Instantanious Safeties in compliance with PLATFORM
AND ON PROJECT DRAWINGS ARE TO FINISHED SURFACES. ASME A17.1 Sections 2.17.8.1 & 1.17.15.1
MANUAL OWFRIN. DEVI - A AN , REQUIRES A CLEARANCE AREA (10'VIDE x 10' Mfg: Sovano P/N: VL481001-01 _ TOP LEVEL
HEIGHT x 18' LENGTH) LOCATED RIGHT IN FRONT OF RAIL TUBE WHERE SOCKET SUSPENSION:
EXTENSION FOR MANUAL LOWERING DEVICE IS INSERTED. TYPE: Galvanized Aircraft Cable 2x3/8" dia
STRUCTURAL CONSTRUCTION: IWRC 7 X 19 RHRL
FLOOR LOADS, STRUCTURAL ENGINEER TO ASSURE THAT BUILDING VILL SAFELY NOMINAL STRENGTH: 14,400 Ibs
SUPPORTALL LOADS IMPOSED BY THE LIFT EQUIPMENT. REFER TO TABLES ON THIS WT. OF ROPES: 0.243 Ibs/ft
DRAWING FOR PIT/FLOOR LOADS IMPOSED BY THE EQUIPMENT. TRAVEL CABLE WT: 0.228 Ibs/ft
ELECTRICAL
DRIVETRAIN: SIDE B POWER SUPPLY-(SEE SPECIFICATIONS BELOW) LOCKABLE FUSED DISCONNECTS TYPE: Windin Drum
INSTAL'' IN COMPLIANCE WITH ELECTRICAL CODE TO BE PROVIDED PRIOR TO MOTOR: 5 HP ?3.5 Kw)
INSTALLATION. ROUGHED IN POWER TO LIFT UNIT MUST BE PROVIDED TO CONTROLLER TRANSMISSION: Ultra—LowVibration 3—Stage Worm—Gear Drive
LOCATION PRIOR TO INSTALLATION. MOTOR CONTROL: Pre—Programmed Variable Freq. Drive
DOOR INTERLOCKS: Xtronics E10983-1901 certified in compliance with
ELECTRICAL GFCI SERVICE OUTLET IN HOISTWAY PIT IF REQUIRED. ASME A17.1 Sections 2.12.4.3
PERMENENT POWER, BEFORE INSTALLATION CAN BEGIN, PERMANENT POWER MUST BE Prr/FLOOR LOAD: (ft of Hoistway*104) + (# of Floors*365) + 2671 Dead Load (Ibs)
SUPPLIED.
HANDRAILS, ALL BALC13NY LEVELS REQUIRE HANDRAILS TO BE INSTALLED PER LOCAL Bnsed on this confi urationl
CODES AFTER INSTALLATION IS COMPLETE]). HANDRAIL AND INSTALLATION TO BE g
PROVIDED BY CONTRACTOR/CUSTOMER. SAVARIA AND/OR LOCAL INSTALLER ARE NOT
RESPONSIBLE FOR HANDRAIL INSTALLATION OR MATERIALS. LOWER FLOOR DEAD LOAD: 7051 Ibs
LOWER FLOOR IMPACT LOAD: 8350 Ibs
POWER SUPPLY DISCONNECT TIME DELAY MID FLOOR MAX. LATERAL LOAD:250 lbs
SPECIFICATIONS SIZE FUSE SIZE VOLTS PHASE AMPERAGE ■ SEE ELEVATION VIEW FOR ADDITIONAL HEADER RING TO SUPPORT EXTRA LONG FLOOR TO FLOUR
MOTOR & EQUIP 30 AMPS 30 AMPS 230 SINGLE 20 AMPS OPTIONS:
CAB LIGHTS 15 AMPS 15 AMPS 115 SINGLE 0,7 qMp$ BUCK BOOSTER: No Applicable
BUFFER SPRING: No
PST RW)S 15 AMPS 15 AMPS 115 SINGLE 0.7 AMPS CAR TOP INSPECTION: No
COLOR: Texture Black std PX622N365EN
SAVARK LINK: NOT SELECTED CONDUCTOR CABLE: 20ft
CONTROLLER LOCATION: External To Hoistway
TELEPHONE CIRCUIT SHALL BE BROUGHT TO A LOCATION NEXT TO THE CONTROLLER AND BE HEADER RING FINISH: Clear Glass (Standard)
AVAILABLE TO CONNECT AND TEST UPON ELEVATOR INSTALLATION. FACTORY CUT GLASS/ACRYLIC: Yes Factory Cut — Waiver
FLOOD SWITCH: Flood Switch Required
LANDING DOOR CLOSER No — Manual Landing Doors
LANDING DOOR HANDLE: Color To Match Unit
TOP LID: Nou=*�
Matching gear motor fan cover:_No }E r=
Fy !f
FIRST DOOR BY LANDING CHART `¢
LANDING I LANDING 2 LANDING 3
DOOR TYPE Swing Swing Swin N
ENTRANCE SIDE Side C Side C Side C a J }
DOOR SWING Ri'ht Hand SwingRight Hand SwingRight Hand Swing pf
• • LOCK TYPE Xtronics -Lock Xtronics Lock. Xtronics Lock l
HALL CALL KEY SWITCH
F
FLOOR MARKING i• �, '-�,_ ,,`�„/
LANDING CONFIGURATION r+'
OFFICE USE ONLY• P",t Nm Octaclonal Glass
Ca�IFB m 105M SLAW. 0.0 Vviant Na BI 1 1 8 7 1 / U
MMM%am STW. wum
CUSTOMER: DATE
C=)AY E L-E\/AT O FR Bc L—I F--F 05 f✓E -02 25 t
DATAS PROJECT: V190N UA1E
H E FT � � � Belie E� e �, � r-, F� cl 10_10 25 .� ,
B65 Bailie Beach Rd , Mattituck
Kre N0. P-000000 7 0 F 7