HomeMy WebLinkAboutX2021-0322 - Accessibility Hardship RequestX 20v1 — 0322
310'1 Newport- V'44.
CITY OF NEWPORT BEACH °�°dram;;. ,
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COMMUNITY DEVELOPMENT DEPARTMENT /'f� t '1i
BUILDING DIVISION®•„
100 Civic Center Drive I P.O. Box 17631 Newport Beach, CA 92658
www.newportbeachca.gov 1 (949) 644-3200 0„
DOCUMENTATION OF UNREASONABLE HARDSHIP — $ 48:00
FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS UNDER
$172,418* CBC 11B-202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2)
❑ FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS OVER
$172,418* CBC IIB -202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2)
MUST BE ACCOMPANIED WITH RATIFICATION APPLICATION **
❑ FINDING OF TECHNICAL INFEASIBILITY FOR PROJECTS PER
CBC 11B-202.3 - EXCEPTION: 2 (FILL OUT PAGES1, 2 & 3)
A. JOB ADDRESS:
SUITE NO.
B. PROPERTY OWNER: �i� L'q(1 d i"
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Address:i�G Oe& ;� CZU>� V f', City fjet'u it
State: C�t ' ZipTq21G,(, Z/ Phone No.
C. APPLICANT: i' '1l, �d 51•°�(I d e/ can ��d Po A
Position/Relationship: 61-C41, 04,
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Address: 'n!.(oCO 0 c �j(id - � 4 City � et i,Pd� 13egA
State C-, Zip C('�j PhoneNo.:L(rk���S a+6,(6
CASE NO . LL
H 2021- 7
PROJECT INFORMATION:
P/C. #: G Z0 Z I
Permit#: )<ZOZI e 032-2-
Use:
322Use: k- i � Iri - 2
Stories:
Verified by: MA
Receipt#: 90911391';�___.
DISTRIBUTION:
❑ Owner
❑ Petitioner
❑ P/C Eng
❑ Inspector
❑ Other
An unreasonable hardship exists where the cost of providing an accessible entrance, path of travel, sanitary
facilities, public phones, drinking fountains, etc. exceeds 20% of the cost of project without these features.
The actual work of the project must comply with current code and an additional amount equal to at least 20%
of the cost of the project must be spent to improve required accessibility features that are not in compliance
with current code.
In choosing which accessible elements to provide, priority should be given to those elements that will provide
the greatest access, in the following order: 1) An accessible primary entrance; 2) An accessible route to the
altered area; 3) At least one accessible restroom for each sex; 4) Accessible public telephones (when
provided); 5) Accessible drinking fountains (when provided); 6) When possible, additional accessible
elements such as additional parking, storage and alarms.
To request an unreasonable hardship, complete the attached worksheet, and prepare a site and floor
plan of the existing and proposed accessibility improvements. This information must be submitted to
the Building Division in duplicate, prior to processing a permit application. One copy of the approval or denial
will be returned to the applicant.
For projects exceeding the valuation threshold of $172,418, a hardship approval can only be obtained
through a ratification application and hardship application.
The $172,418 is based on $50,000 in 1981 dollars as of January 1, 2021.
** Ratification form can be obtained at: https://www.newportbeachca.aov/ratificationform
Forms\Hardship 02/11/2021
Address: PIC #:
1. Total Cost of Construction contemplated (not including disabled access worto $ r 6w'00
Identify the accessibility features, which will NOT be brought into compliance if the request is granted.
Provide an estimate of the cost of compliance for each item.
Q Path of travel to entrance (ramps, walks) ........... ....... ........................ $
Q Path of travel to altered area(s) ............................................................... $
Q9 Sanitary facilities (restrooms) YTN.... M A-YFOTFU 95..CI CiRQIX $ 2-7,, C)00
0 Parking ............................................................................... .................... $
LlDrinking fountain(s) ........... ....................................... ............................ $
LIAccessible phone(s) .................................................... .......................... $
El Accessible signage .................................. .............................................. $
UOther ....... ..................... $
Total cost of providing compliance:..... $ 27/000
Identify the accessibility features and equivalent facilities, which will be provided or brought into
compliance as required by Code. Provide an estimate of the cost of each item.
a. LU0(4-fU)'e? ev nIP 4;-+.Iay� $ C5 ez), UO
b. 0,4�,r2 Aoav 474J�4L
'�fau $
C I ('12NIM VCA 19OWDO 70K KA�C 9- Lo()Mek)S $
WZ900WA 1-D AIM94159:5 MA+J-nh)eFJm6 M�i'2 IiJCe $
Total: 1(4� 0610 e oo
2. Technically infeasibility — if applicable complete Page 3 of this application
3. Fill out this section if the path of travel from the disabled parking spaces to the tenant space
is not accessible. List projects (tenant improvements, additions, remodels, etc.) performed within
previous three years where no disabled access improvement was performed in conjunction with the
project. State description, date nd cost.
t5
The applicant understands that although the City may approve this request of unreasonable hardship
and the proposed equivalent access, the City reserves the right to require additional access
compliance pon recei . *vng a complaint of inadequate access at this location.
4.
PJ_
(Applicants Name o Au d entative)
(Date)
5.
I
FOR CITY USE ONLY
,(
Ll Denied ,A Approved By: (Chief Building OfflciaO DateZ/
()
Forms\Hardship 02111/2021
2
Address: 10� �^/ C ! P/C #: d f2'�
TECHNICALLY INFEASIBLE. An alteration of a building or a facility that has little likelihood of being
accomplished because the existing structural conditions require the removal or alteration of a load-bearing
member that is an essential part of the structural frame, or because other existing physical or site
constraints prohibit modification or addition of elements, spaces or features which are in full and strict
compliance with the minimum requirements for new construction and which are necessary to provide
accessibility.
Describe why the nature of accessibility is technically infeasible:
Describe how equivalent facilitation will be provided:
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Forms\Hardship 02/11/2021
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0 N • DOOR SIZE
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ALL PAINT FINISH OF METAL PART5 OF DOORS,
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PERIMETER ENCLOSURES, ETC., SHALL BE SEMI-GLO55,
PRIOR TO BID MID INSTALLATION.
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UNLESS OTHERWISE NOTED (UIQO.)
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(E) EXISTING
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ALUM ALUMINUM
C 1/2- CLEAR GLASS
T TEMPERED
P PAINT FlNISH, PER SPECIFICATIONS
PP PREFINISHED FACTORY PAINTED
PER SPECIFICATIONS
S STAN
A ALL HARDWARE TO BE ACCESSIBLE
NOTE: GG. TO VERIFY ALL DOOR COMPONENTS PRIOR TO PURCHASE AND INSTALL TO ENSURE ALL IS
MATCHING WITH EXISTING CHIHUAHUA TAPHOUSE.
DOOR HARDWARE.
DOOR A -STORE FRONT DOORS:
(2) WIDE STILE ODORS W/ 5" SIDE, 5" TOP, AND 10" BOTTOM RAIL.
(2) SUB -FRAME: J" JAMB AND 13" HEADER, COLOR TO MATCH (E).
(2) CONTINUOUS GEAR HINGE: ABH, FINISH: COLOR TO MATCH (E).
(2) PR. PUSH/ PULL LADDER PULLS, TO MATCH (E). CONTRACTOR VERIFY Ott. (ACCESSIBLE).
(1) LOCKSET: ADAMS RITE 3 POINT M51850S WITH 4015 THRESHOLD BOLT AND 4016 HEADER BOLT,
FINISH: CLEAR ANODIZED, OR MATCH (E).
(2)THUMBTURN: WARDEN M-ZDT28, FINISH: TO MATCH (E).
(1) THRESHOLD TUBELITE, J"15" HALF SADDLE. MRL FINISH. (ACCESSIBLE COMPLIANT).
(2) RUSTPROOF STRIKE: IVES DPI, FINISH LEON, SATIN CHROME, OR MATCH (E).
(2) CLOSER: LCN 404DEL SURFACE MOUNTED DELAYED ACTION. CUSTOM FINISH TO MATCH DOOR.
(2) DOOR SWEEP: TUBELITE. FINISH: BLACK.
WEATHER STRIPPING: BLACK
(I) U -CHANGE LOCK CYLINDER: 316A01A102, WITH KEY AND CHANGE TOOL, FINISH: TO MATCH (E).
(2) SECURITY SYSTEM DOOR CONTACT.
(1) CODE SIGNAGE: SEE NOTE 4.
(1) SCOTCHSHIELD SAFETY AND SECURITY WINDOW FILM WITH IMPACT PROTECTION ADHESIVE (SF -55).
DOOR 8 -WALK-IN COOLER DOOR: (SHALL BE ACCESSIBLE)
(E) DOOR HARDWARE TO BE RELOCATED WITH (E) DOOR TO ADJACENT WALL. REINSTALL AS REROUIRED.
DOOR C -STORAGE DOOR:
(1) DOOR LEAF AND JAMB.
(3) CONCEALED BEARING HINGES: STANLEY CB -179 44-x4)" US15A ANTIQUE NICKEL.
(1) PUSH -PLATE: IVES 8201 FINISH US15A ANTIQUE NICKEL.
(1) PUSH -PLATE: IVES 8302-4"x16". FINISH US15A ANTIQUE NICKEL.
(I) NICK -PLATE: IVES 8401 FINISH US15A ANTIQUE NICKEL.
(I) CLOSER: CORBIN RUSSWIN, DC3200-689, (IN -SWING DOOR), DC3210-689, (OUT -SWING DOOR).
(1) DOOR STOP: DELTANA WBC238 U15A ANTIQUE NICKEL.
(I) THRESHOLD: CALACATTA MARBLE. CONTRACTOR VERIFY.
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DOOR TYPES SCALE: 1/4" = 1' -
EXIT ACCESS COORS HALL HAVE PANIC TIBURON IN 'A' OCCUPANCY WITH OCCUPANT HAD >50, (CBC 1010.1 10).
2. PROVIDE NONTHUMRUTED EXIT SIGN ONES DOOR AS REOUNED IN PUBLIC AREAS PER PRE AND BLDG. DEW.
3, PROME ILLUMINATED EXT SIGN, SEE ELECTRICAL DRAWINGS, ABOVE WOR AS FORMER IN ASSEMBLY MG PER
FIRE ANO BLDG. BUT
4, PAYABLE SIGN ABOVE DOOR READING (THIS DOOR TD BELONG ONLOCKFD WHEN ROUTING IS OCCUPIED-) AS
REQUIRED, SIGN MUST BE IN PETERS (CAPITALS) NOT LESS THAN H HIGH ON A CONTRASTING BACKGROUND,
5. PROVIDE AUTOMATIC DOOR CLOSER.
6. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF ANY SPECK KEY, KNOWLEDGE OR EFFORT
]. ALL DOOR HARDWARE TO BE EGRESS SIDE STORE FRONT LOCKING HARDWARE, PER SEC 1010193 CBC 2019
UNLATCHING OF ANY DOOR SHALL NOT REOUIRE MORE TNN ONE OPERATION,
8. APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TD BE USED, PROVIDED THAT THE DOOR LEAF HAVING
THE FLUSH BOLTS HAS NO ODOR KNOBS OR SURFACE MOUNTED HARDWARE.
9. ALL ACCESSIBLE MORS TO HAVE LEVEL BINDING.
10, HANDLES, CORE, BITCHES, LOCKS, AND OTHER OPERABLE PARES ON DOORS AND CATES THAT ARE IN THE PATI
OF TRAVEL SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE NIGHT GRASPING, PINCHING OR TWISTING
OF THE WRIST (CBC 118-309.4) OPERABLE PARTS SHALL BE 34' MINIMUM, AND 44" MAXIMUM ABOVE FINISH
FLOOR OR GROUND (CBC 1111-4042])
11. ALL EXIT CODES AND GATES FROM AN OCCUPIED AREA SHALL COMPLY WITH CDC 1008.1.
12. MAXIMUM EFFORT TO OPERATE EXTERIOR OR INTERIOR DOORS WITH CLOSERS STILL NOT EXCEED FIVE POUNDS, TRIS
MAY INCREASE TO IS POUNDS FOR FIRE-RATEO DOORS. (CBC 11B-404.29).
13, WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMIII4E0 TO BE USED,
PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOOR KNOBS OR SURFACE MOUNTED
HARDWARE.
14. CFC 1010.1.10, SWINGING DOORS SERVING A GROUP H OCCUPANCY AND SWINGING DOORS
SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE IN A GROUP A
OCCUPANCY, ASSEMBLY AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, E. 1-2 OR
1 -2.1 OCCUPANCIES SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC
HARDWARE OR FIRE EXIT HARDWARE (FROM THE EXTERIOR).
15, FLOOR OR GROUND SURFACES WITHIN REQUIRED DOOR MANEUVERING CLEARANCES SHALL BE
STABLE, FIRM AND SLIP RESISTANCE. (IIB -302). SURFACES SHALL BE LEVEL WITH A SLOPE
NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERM17ED EXCEPT AT THRESHOLDS,
OPENINGS IN FLOOR SHALL NOT ALLOW PASSAGE OF SPHERE MORE THAN )" DIAMETER
(11B-302.], nB-4042.4.4).
16. THE FRONT APPROACH LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR
SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48"
AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN CLOSED POSITION.
(1113-404.2.4.1 & TABLE 118-40424.1).
DOOR NOTES NTS
FINISHES AND FLOOR COVERING NOTES:
(E)
MEN v
X 2102,1 - 0322,
I. EXISTING CONCRET TO REMAIN THROUGHOUT SPACE UN.O.
(E) PELL
(Ee
WHERE MATERIALS ARE NOT RETURNABLE. NOTIFY
11, PROVIDE BASE FlREI PER SCHEDULE AT ALL M1 WALLS.
11. ALL GYPSUM BOARD TO BE LEVEL 5, URO.
- CONTRACTOR TO PROTECT EXISTING CONCRETE
NEWPORT
ARCHITECT IMMEDIATELY OF LONG LEAD ORDER ITEMS.
REPAIR AND REPLACE (E) BASE AS REMIRED, TO MATCH (E)
-
DURING CONSTRICTION, OR REPLACE LIKE KIND,
PREP AREA
OO
(N)
IS. ALL FINISHES 54ALL COMFIT WITH CHAPTER 8, TABLE 803.9,
m
6.
ALL PAINT FINISH OF METAL PART5 OF DOORS,
12, CARPET CONTRACTOR MST VERIFY EXISTING FLOOR CONDITIONS
CLASS (0) RATING.
2, EXISTING PAINT TO REMAIN. CONTRACTOR TO PROTECT
T-6"
PERIMETER ENCLOSURES, ETC., SHALL BE SEMI-GLO55,
PRIOR TO BID MID INSTALLATION.
EXISTING WALLS DURING CONSTRUCTION. PAINT NEW
REFERENCE �
UNLESS OTHERWISE NOTED (UIQO.)
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GENERAL NOTES:
WALLS TO MATCH EXISTING THROUGHOUT, UNC.
�
13. NO NBSTITUT105 ALLOWED WITHOUT AFFROVAL OF ARCHITECT.
PLAN CHECK
#1324-2010
1,
ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE
IHe
I. ALL WINDOWS AND DOORS ARE TO BE CLOSED DURING LIVE
3 PROVIDE SUBMITTED CONFIRMATION FOR ORDER AND
MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR
14. ALL SURFACES SHALL SE PROPERLY PREPARED WITH SEALER
ENTERTAINMENT.
DELIVERY DATES OF ALL OVER-5TANDARD FINISHES.
1
SURFACE.
PRIOR TO NSTALLA710 OF WALL COVERNG IN ACCORDANCE TO
2. FOR MISC. NOTE@. REFER TO SHEET A-5.
1i
!I. ii
MANUFACTURER SPECIFICATIONS.
w,
4. 5JBMIT SAMPLES FOR ARCHITECT'S APPROVAL: (A)
8.
CONTRACTOR SHALL PAINT NEW INTERIOR WALLS WITH
1
3. FOR GENERAL TES R
CONSTRUCTION NOTES TO GENERAL SPECIFICATIONS
THREE 12"XIP' SAMPLES OF ALL PAINT, vINYL AND
PAINT AND FINISHES TO MATCH EXISTING, UNDO., OR
15. PROVIDE g' BRUSHED STAINLESS STEEL SCHLUTER STRIP AT
SHEET A-6,
FABRIC FINISHES AND COLORS APPLIED TO A
7 FORMER-
mwGE6 (E)
(E)
TOUCH-UP EXISTING SURFACE AS REQUIRED.
HARD SURFACE THRESHOLDS.
4. FOR HEALTH DEPARTMENT INFORMATION REFER TO SHEETS K-1 TO K-4,
5WESTRATE WHICH 15 REPRESENTATIVE OF THE SURFACE
S. FOR ECWPPIENT PLANS AND SCHEDULES REFER TO SHEETS K -I TO K-4.
TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE
9,
FLOOR COVERING IN STORAGE SHALL BE THE SAME A5
16. INTERIOR FINISHES SHALL NOT EXCEED FLAME SPREAD
PAINT LOT OR LOTS INTENDED FOR APPLICATION. (B)
THAT OF THE SPACE ONTO WHICH THE STORAGE DOOR
CLASSIFICATION TABLE 8035.
6. FOR MECHANICAL, PLUMBING AND ELECTRICAL, REFER TO SHEETS E, H, A P.
ONE 24"X24" MOCK -0P WITH SAMPLE SEAM (CENTERED)
OPENS, HAD.
OF ALL FABRIC AND VINYL FINISHES PND COLOR (C)
(N) EXPANSION AREA
THREE 12"XI2 ' SAMPLE OF ALL FLOOR COVERINGS,
10.
FLOAT ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE
PRIOR TO FLOORING INSTALLATIONS.
C
S. PROVIDE SAMPLES BEFORE PLACING FULL ORDERS
48'-113" ..
18'
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FLOOR PLAN:
❑ FLOOR PLAN NOTES:
I. (E) AND ENLARGED WALK-IN COOLER TO REMAIN DEMO COOLER
WALL. RELOCATE DOOR AND ALL RELATED DOOR ATTACHMENT
MECHANISMS TO ADJACENT WALL PER P.M.
2, PROVIDE M13'-0° x 8'-0" B.C. METAL DOOR TO (N) STORAGE ROOM
3 PROVIDE (N1 RESUFFACING AND STAINED FINISHED OF (E)
CONCRETE FLOOR LEVEL, PATCH AND REPAIR AS ROUIRED.
4, IN) 4X4 POST, PER STRUCTURAL.
5. (N) 40" HIGH AND 32" HIGH 2X4 57116 16" OL. LOW WALL ON 5"
WIDE x 5" TALL CONC. OWES FOR FUTURE BAR PER STRUCTURAL.
6. PROVIDE (W PATIO AREA TO MATCH (E TAPROOM PATIO,
INCLUDING METAL RAILING AND P05TS
T. THIS (E) SALES/ SERVICE COUNTER HEIGHT IS 34" MAX, WITH
� I- REFERENCE v
PLAN CHECK
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PARALLEL APPROACH (COMPLYS WITH SECTION II5-5044.) THE
ACCESSIBLE PORTION OF THE COUNTER TOP EXTENDS THE SAME
DEPTH AS THE SALES OR SERVICE COUNTER TOP, II5-221-3.
8. PATH OF TRAVEL, 3-0" WIDE MIN., TYPICAL.
S. IS RESTROOM5 THAT ARE ACCESSIBLE TO Ml TAPHOUSE
EXPANSION AREA ARE IN PULL ADA COMPLIANCE EXCEPT AS
NOTED ON SHEET A-10.
10. ACCESIISLE SEATING AT TABLES OR COUNTERS SHALL FROVIDE
KNEE CLEARANCE OF AT LEAST 21" HIGH, 30" WIDE AND 19" DEEP.
IIB -9021. (IIB -3063.3 AND IIB -306-35.1 THE TOP a DINING
SURFACES AND WOW SUR=ACES SHALL BE 28" TO 34" ABOVE THE
FINISH FLOOR IIB -9023.11.
II WHERE DINING SURFACES ARE PROVIDED FOR CONSUMPTION OF
;AREA
(E) (N)
i . (N) PATIO
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(N) PATIO COVER, REFER TO STRUCTURAL)
SCALE: 1/4'
FOOD OR DRINK, AT LEAST 5% a THE SEATING SPACES AND
STANDING SPACES AT THE DINING SURFACES SHALL COMPLY WITH I5.
ESLILT-IN ELEMENT REQUIREMENTS LISTED IN SECTION IIB -50.
(115-226.1.) FOR ACCESSIBLE SEATING PER TYPE OF SEATING AND
SEPARATION FROM INDOOR AND OUTDOOR REFER TO 547. A-2 FOR
SEATING 5UMMARY.
12, WHERE FOOD AND DRINK 15 SERVED FOR CONSUMPTION AT A
COUNTER EXCEEDING 34" IN HEIGHT, A PORTION OF THE MAIN
COUNTER 60" MINIMUM IN LENGTH SHALL BE PROVIDED N
COMPLIANCE WITH SECTION IIB -9023.(118-2263)
13. THE CUSTOMER 61DE OF CHECK OUT AISLES, SALES COUNTERS, FOOD
SERVICE, LINES, QUEUES MID WAITING LINE SHALL COMPLY WITH
6ECTION5 II13-227 AND II15-SIS4, IIB -221.1.
14, RELOCATE THIS DOOR PND NON-STRUCTURAL WALL TO ALIGH W/
1
432
INTERIOR KEY
WALL LEGEND:
A (E) I -HOUR DEMISING WALL: 6"x20 GA.
O
5TUD5 0 16" OL Of (E) 5/5" TYPE 'X' D
EACH SIDE. MAINTAIN I -HOUR FIRE RAT
SEE ANNOTATION FOR REFERENCE TO F
CHECK PERMIT NUMBER
LEGEND:
oo EXISTING WALL TO BE REMOVED
EXISTING WALL
NEW WALL
® DOOR SCHEDSTUDS a IIS" O.C.)
(E/ EXISTING
1'-0" NO NEW
ADJACENT WALL.
POWERED DOORS SHALL BE CONTROLLED ON BOTH THE INTERIOR
AND EXTERIOR SIDES OF THE DOORS BY SENSING DEVICES, PUSH
PLATES, VERTICAL ACTUATION BARS OR OTHER SIMILAR OFERAT@Ax
DEVICES COMPLYING WITH SEC. 115-304,115-300 AND II5-308. AT
EACH LOCATION WHERE PUSH PLATES ARE PROVIDED THERE SHALL
BE RZO PUSH PLATES: THE CENTERLINE OF ONE PUSH PLATE SHALL
BE 1" MIN. AND 8" MAX. AFF AND THE CENTERLINE OF THE SECOND
PUSH PLATE SHALL BE 30" MIN AND 44" MAX. AFF EACH PUSH
PLATE SHALL BE A MIN, OF 4" DIAMETER OR MIN 4" SQUARE AND
SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH 5EC, 115-103.1.
PROJECT
CHIHUAHUA
TAPHOUSE
EXPANSION
3107 NEWPORT BLVD.
NEWPORT BEACH, CA.
92663
OWNER
CHIHUAHUA
BREWING
COMPANY
TAPHOUSE,
L.L.C.
I PC(/ 0333-2021 1
NO I OESGRIPTON DaTF
Slarvs
PACIFIC COAST as0° NY-,
ARCHITEC75 8- score Ira
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CHIHUAHUA
TAPHOUSE
EXPANSION
FLOOR PLAN
Sheet Title
>Ta)eCt NMmSeT 388
3Neet N,.b.t A-1
40 MNO S . 20 MINT = I HOUR
PROVIDE 5/8” TYPE
"X" GYP. ORD. AT
REMODEL SIDE OF
WALL
PLYWOOD SHEAR
SHEAR PANEL
WHERE OCCURS—
�(E) 5/S"
GYP. El
(E) 6" METAL
STUDS
EXTERIOR I I INTERIOR
MAX. STEP AT
THRE5HOLD
IS la"
MAX.1:45 SLOPE
FOR 48" R
f5EC1010.1b1 \ F
SURFACE
A A °
A A
4
4 °
(E/ CONC. 5LA8
4 WALK WAY
a
THIS RATED WALL 15 PER CBG TABLE 1222.1.4(2)
3 PUSH BUTTON OPENERS NTS 2 1 -HOUR RATED WALL DETAIL ,. 1 FLUSH EXT. THRESHOLD 1112"
❑ BUILDING SECTION NOTES:
17M IK 17 7W=IMIf%n CI G\/ATVIIJ.
SECTION A: SECTION B: SECTION C:
SCALE: 1/4" = I'-0"
SCALE: 114" = 1-0"
(N) PATIO TRELLIS.
ALL MATERIALS,
COLORS S TEXTURES
ARE TO MATCH
EXISTING.
.]ISI-k�Ql lll�K�/�rl► TrE
I. (E) ROOF SYSTEM. SEAL AND REPAIR ANY PENETRATIONS
LEFT FROM PREVIOUS TENANT THAT ARE NOT REQUIRED IN
(N) T.I.
2. (N) BAR FRONT PER FLOOR PLAN.
3. /E1 CEILING JOISTS.
4. (E) DEMISING WALL OR EXTERIOR WALL.
5. (E) EXTERIOR WALL AND PARAPET.
6. (N) Cl SEE STRUCTURAL FOR MORE INFO.
1. (E) WALK-IN COOLER AND (N) STORAGE WALL, 2.4 STUDS e
16" O.G., SEE STRUCTURAL FOR MORE INFO.
8. (N) PATIO ROOF COVERING ASSEMBLY, TO MATCH (E) AT
ADJACENT PATIO ROOF COVERING. SEE STRUCTURAL FOR
MORE INFO.
B. (E) STOREFRONT DOORS AND WINDOWS.
10. (E) CONC. SLAB. CONTRACTOR TO VERIFY CONDITIONS
AND PATCH AND REPAIR AS REQUIRED.
11. (N) BAR LOW ROOF A55EMOLY. SEE REFLECTED CEILING
PLAN AND STRUCTURAL FOR MORE INFO.
12. (N) 4x4 POST, EACH SIDE OF BAR SEE FLOOR PLAN FOR
MORE INFO.
13. REMOVE (E) COOLER DOOR AND PROVIDE (N) DOOR
ASSEMBLY TO THIS LOCATION.
14. (N) STORAGE DOOR, 3'-0"x 8'-0" STEEL, FLUSH PANEL,
SELF-CLOSING.
15. (N) HVAC SYSTEM PER MECHANICAL.
16. THIS 1 -HR. WALL SHALL RUN TO THE UNDERSIDE OF ROOF
SHEATHING AND TO THE CONC. SLAB.
12
1H 5(TO MATCH (E) PATIO)
SCALE: 114" . 1'-0"
PROJECT
CHIHUAHUA
TAPHOUSE
EXPANSION
3107 NEWPORT BLVD.
NEWPORT BEACH, CA.
92663
OWNER
CHIHUAHUA
BREWING
COMPANY
TAPHOUSE,
L.L.C.
PC# 0333-2021
0. DESCRIPTION )ATE
REN9ON5
)RAWN
O AR MP
W? oryQVAm DAIS
o 03.11.2021
+
SR
PE
FOF CA��FO PRNT DAT
04.072021
PACIFIC COAST zeoo mewcax
ARCHITECTS
eL e - —
x
(rte7is
axs-e
CHIHUAHUA
TAPHOUSE
EXPANSION
EXTERIOR
ELEVATIONS/
BUILDING
SECTIONS
Sheet Title
L Number 388
N.mbe, A-4
fvtcrtor e—red Uum Cee r I lu[.,„nn,
WexFEfr
e,
BON
ruvr°runs
pzN .e.
_--.
nrn
swears
mrcni
0._w.
wx
®_:
e•
J4Ys
40 MNO S . 20 MINT = I HOUR
PROVIDE 5/8” TYPE
"X" GYP. ORD. AT
REMODEL SIDE OF
WALL
PLYWOOD SHEAR
SHEAR PANEL
WHERE OCCURS—
�(E) 5/S"
GYP. El
(E) 6" METAL
STUDS
EXTERIOR I I INTERIOR
MAX. STEP AT
THRE5HOLD
IS la"
MAX.1:45 SLOPE
FOR 48" R
f5EC1010.1b1 \ F
SURFACE
A A °
A A
4
4 °
(E/ CONC. 5LA8
4 WALK WAY
a
THIS RATED WALL 15 PER CBG TABLE 1222.1.4(2)
3 PUSH BUTTON OPENERS NTS 2 1 -HOUR RATED WALL DETAIL ,. 1 FLUSH EXT. THRESHOLD 1112"
❑ BUILDING SECTION NOTES:
17M IK 17 7W=IMIf%n CI G\/ATVIIJ.
SECTION A: SECTION B: SECTION C:
SCALE: 1/4" = I'-0"
SCALE: 114" = 1-0"
(N) PATIO TRELLIS.
ALL MATERIALS,
COLORS S TEXTURES
ARE TO MATCH
EXISTING.
.]ISI-k�Ql lll�K�/�rl► TrE
I. (E) ROOF SYSTEM. SEAL AND REPAIR ANY PENETRATIONS
LEFT FROM PREVIOUS TENANT THAT ARE NOT REQUIRED IN
(N) T.I.
2. (N) BAR FRONT PER FLOOR PLAN.
3. /E1 CEILING JOISTS.
4. (E) DEMISING WALL OR EXTERIOR WALL.
5. (E) EXTERIOR WALL AND PARAPET.
6. (N) Cl SEE STRUCTURAL FOR MORE INFO.
1. (E) WALK-IN COOLER AND (N) STORAGE WALL, 2.4 STUDS e
16" O.G., SEE STRUCTURAL FOR MORE INFO.
8. (N) PATIO ROOF COVERING ASSEMBLY, TO MATCH (E) AT
ADJACENT PATIO ROOF COVERING. SEE STRUCTURAL FOR
MORE INFO.
B. (E) STOREFRONT DOORS AND WINDOWS.
10. (E) CONC. SLAB. CONTRACTOR TO VERIFY CONDITIONS
AND PATCH AND REPAIR AS REQUIRED.
11. (N) BAR LOW ROOF A55EMOLY. SEE REFLECTED CEILING
PLAN AND STRUCTURAL FOR MORE INFO.
12. (N) 4x4 POST, EACH SIDE OF BAR SEE FLOOR PLAN FOR
MORE INFO.
13. REMOVE (E) COOLER DOOR AND PROVIDE (N) DOOR
ASSEMBLY TO THIS LOCATION.
14. (N) STORAGE DOOR, 3'-0"x 8'-0" STEEL, FLUSH PANEL,
SELF-CLOSING.
15. (N) HVAC SYSTEM PER MECHANICAL.
16. THIS 1 -HR. WALL SHALL RUN TO THE UNDERSIDE OF ROOF
SHEATHING AND TO THE CONC. SLAB.
12
1H 5(TO MATCH (E) PATIO)
SCALE: 114" . 1'-0"
PROJECT
CHIHUAHUA
TAPHOUSE
EXPANSION
3107 NEWPORT BLVD.
NEWPORT BEACH, CA.
92663
OWNER
CHIHUAHUA
BREWING
COMPANY
TAPHOUSE,
L.L.C.
PC# 0333-2021
0. DESCRIPTION )ATE
REN9ON5
)RAWN
O AR MP
W? oryQVAm DAIS
o 03.11.2021
+
SR
PE
FOF CA��FO PRNT DAT
04.072021
PACIFIC COAST zeoo mewcax
ARCHITECTS
eL e - —
x
(rte7is
axs-e
CHIHUAHUA
TAPHOUSE
EXPANSION
EXTERIOR
ELEVATIONS/
BUILDING
SECTIONS
Sheet Title
L Number 388
N.mbe, A-4