HomeMy WebLinkAbout20190102_2278-2016 Reference Plans/WA COMPLIANT
AUTOMATIC DOOR OPENER
ON 42' HIGH X 6" SQUARE
BOLLARD.
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY SIGN
VISUAL AND TACTILE
SEE 1, 2& 3/ A-2
PROPOSED ADA
COMPLIANT ENTRANCE
SEES-1
ADA COMPLIANT
AUTOMATIC DOOR OPENER
ADJACENT
BUILDING
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BUILDING
ALLEY
25'-0'
BLUE BORDER
(E)ENTRY
(E) BUILDING
HO SUM BISTRO
(E)2STORY
3112 NEWPORT BLVD.
70 SQ. INCH
ACCESSIBILITY
PARKING SIGN
SEE6/A-3
NEWPORT BEACH, CA 92663
MAIN ENTRY
SIDEWALK
NEWPORT BL VD
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ADJACENT
BUILDING
SITE PLAN
SCOPE OF
WORK
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UNIVERSAL
ENGINEERING
15375 BARRANCA PKWY. #H-106
IRVINE, CA. 92618
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160112-03 A-l
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(E) 42' HIGH IRON GUARDRAIL,
TYP.
,1\ ~ PEDESTRIAN K EGRESS PATH
(E) EXTERIOR DECK
(NOT PART OF OCCUPANCY) / " ~ ->--_/ '-. (E) LADDER
/ '-. ROOF ACCESS
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OPEN TO BELOW
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ALLEYC.L
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512 SQ. FT. KITCHEN/ 200 GROSS= 2.56
64 SQ. FT. STORAGE DOWNSTAIRS/ 300 GROSS= 0.32
270 SQ. FT. DINING DOWNSTAIRS/ 15 NET= 18
29 SQ. FT. WAITING DOWNSTAIRS/ 5 NET= 5.8
134 SQ. FT. OFFICE UPSTAIRS/ 100 GROSS= 1.34
27 SQ. FT. STORAGE UPSTAIRS/ 300 GROSS= 0.09
202 SQ. FT. DINING UPSTAIRS/ 15 NET= 13.47
TOTAL=42
1-1/2" DIAMETER PIPE HANDRAIL
12'MIN.
A~ ACCESSIBLE
EGRESS PATH
SEE6/A-3
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11MD4.2.5
THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2
INCH HIGH MAXIMUM. RAISBI 'llfRESHDlDS AND
CHANGES IN lEVELAT DOORWAYS SHALL COMPLY WITH
SECTIONS 11~2 AND 11B-303.
FINISH DESCRIPTION
(E)LANDING (E)STEPS
16'-6"
(E)KITCHEN
exePOST
ACCESS NOTES
II] ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES.
(1133B.1.1.1.1) EVERY REQUIRED EXIT DOORWAY SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES, SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES,
AND SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND 6 FEET ANO B INCHES IN HEIGHT. (11336.2.2)
~ THE BOTIOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE
OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. \MiERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH
SMOOTH PANEL SHOULD BE INSTALLED ON THE PUSH SIDE OF THE DOOR, 'M-ilCH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT
CREATING A TRAP OR HAZARDOUS CONDITION. (11330.2.6, FIG 11-8-29)
~ HANDLES, PULLS, LATCHES, LOCKS. AND OTHER OPERABLE PARTS ON DOORS AND GATES THAT ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. (118-309.4)
@I OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MINIMUM AND 44" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. (118-404.2.7)
[fil VISUAL AND TACTILE ROOM IDENTIFICATION SIGN, SEE SHEET A·Z FOR DETAILS AND REQUIREMENTS.
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UNIVER5AL
ENGINEERING
15375 BARRANCA PKWY. #H-106
IRVINE, CA. 92618
949-7811-0124
JOB TITLE:
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(E) DINING AREA
0
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OPEN TO BELOW
(E)OFFICE
(E)WATERHEATER
TO BE RELOCATED
(E) 2'-6" DOOR AND
DOOR JAMBS
TO BE REMOVED
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(E)KITCHEN
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(E)KITCHEN
2ND FLR. ABOVE
WAUBELOW
COUNTER
(E) DINING AREA
00000
(E) COUNTER
----(E}F.s]
100.0'
....1U!:,§,
100.0' DEMO HANDRAILS
00000
(E)COUNTER
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(E) WAU TO REMAIN
C:: = = :::J (E) WAU TO BE REMOVED
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UNIVERSAL
ENGINEERING
15375 BARRANCA PKWY. #H-106
IRVINE, CA. 92618
949-788-0424
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JOB TITLE: I ; I D:~~G/D~ 2
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(E)RAISED
BUILDING FOOTING
TYP.
(E)
4'-2"
r
-t'-1
(E)DOORAND
(E) ~~~ ~~VED
(E)RAISED
BUILDING
FOOTING
(E)
CONCRETE COMPRESSIVE STRENGTH EQUAL
TO 4500 PSI (28 DAYS). TYPE V CEMENT.
WATER/CEMENT RATI0,,0.45 MAX. BASE ON 2500
PSI DESIGN VALUE, NO SPECIAL INSPECTION
REQUIRED PER CBC 1704.4, EXCEPTION.
(E)
-F'.... 3----. ----------,
1--EB ~. I I (E) 1 --1 EXISTINGFOUNDAnoN I L __ _J
NEW FOUNDATION
FOUNDATION PLAN
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(N) DOOR (D 3068)
(E)CANT.
(E)
9'-4"
8'-6" 10·
(E)
ROOF SHEATHING
MIN. 15/32" AP.A RATED SHEATHING, PS1 OR
PS2 24/0, EXPOSURE 1, WITH 8d NAILS@ 6'
O.C. AT EDGES AND BOUNDRIES, AND 12"
O.C. AT FIELD, PANEL EDGES UNBLOCKED.
E)
! -~~~----,
i (E) DOOR AND c:::::=:::J EXISTING WALL i DOOR JAMBS CZZZ2) NEW WALL I
! (E) TO BE REMOVED
118-404.2.5
THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1n
INCH HIGH MAXIMUM. RAISED THRESHOLDS AND
CIIANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH
8ECTIONS118-302 AND 118-303.
EXISTING NEIGHBOR BUILDING
U.R.M. BUILDING
USE: GENERAL COMMERCIAL WALLS: HIGH GLOSS PAINT
CEILING: HIGH GLOSS PAINT
BASE COVE TILES
FLOOR: SEALED CONCRETE
(E) EXT. WALL
(2)#4 T.&B.
EMBED 8" INTO
EXISTING WI SIMPSON
"SEr XP" EPOXY
(ESR# 2508), TYP.
SPECIAL INSPECTION
REQUIRED
EXISTING
(E) 42" GUARDRAIL
PLYWOOD SHEATHING
LEDGER PER PLAN
JOIST PER PLAN
DOLBLE TOP PLATE
OVERLAPPED@
CORNER
4X6HEAOER
2X4 STUD WALL
@16°0.C.W/
DOLBLE STUDS
@ENDS.
7/8" STUCCO EXTERIOR
1-HOUR FIRE RATED
TOMATCH(E)
(E) FINISHED SURFACE
ACCESS NOTES
8"-6"
3'-4' (E) BUILDING
OVERHANG
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(E) 42' GUARDRAIL .. ... ...
(E) 2ND FLR DECK
(E) BUILDING
;;,
(E) FINISHED SURFACE
III ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES.
(11338. 1.1.1.1) EVERY REQUIRED EXIT DOORWAY SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES, SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES,
AND SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND 6 FEEr AND 8 INCHES IN HEIGHT. (11339.2.2)
11] THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE SMOOTH, UNINTERRUPTED SURFACE·TO ALLOW THE DOOR TO BE
OPENED BY A WHEELCHAIR FOOffiEST WITHOlJT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH
SMOOTH PANEL SHOULD BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WIUL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT
CREATING A TRAP OR HAZARDOUS CONDITION. (11338.2.6, FIG 11·B-29)
ra} HANDLES, PUULS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES THAT ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING. PINCHING. OR TWISTING OF THE WRIST. (116-309.4)
@J OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34• MINIMUM AND 44" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. (118-404.2.7)
NEW
SECTION
DBL2XSTUD
WI 318"0 X 6-112" LONG
LAG 80LTS@24" O.C.
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; FRAMING PLAN DOWEL DETAIL FOOTING DETAIL 3 ~--------------------------,--------------------------.-------'----'---.,__--------------,.---------------------'----'---+-------------------'------''----ti
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·;! EMBED 8" INTO EX. FTG. I
WI SIMPSON XP EPOXY
ESR-2508
: SPECIAL INSPECTION REQ'D I
NEW EXISTING
2X4 STUD WALL
@16°0.c.w,
DOUBLE STUDS
@ENDS.
J NEW EXISTING
(E) BUILDING OVERHANG
FLASHING
CLASS A ROOF (ESR-1388)
ROULEO ASPHALT 01 HOT MOP
012 LAYERS #15FELT
0/ PLYWOOD SHEATHING
SLOPED 114' PER FT.
(2X) LEDGER PER PLAN
wl 114"0 x 3-112" LONG
SIMPSONSDS@ 16"TOE.STUDS
2X BLOCKING@ 48° O.C.
JOIST PER PLAN
WI SIMPSON LTP4@ 16" O.C.
DOUBLE TOP PLATE
(N) 2X4 STUD WALL @16' O.C.
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REAR ENTRY PLAN
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