DIR-2021-019 Approved Plans7
Community Development Department
Planning Division — Cupertino
CUPeRTINO APPROVED
Case # DIR-2021-019,
A a m
TA� 07 CDA ENCLOSURE
Approval Body: Director/ Staff
Approval Date 02/17/22
Signature Brianne Harkousha
Case Manager 1010 0 N . TANTAU AVE .
CUPERTINO CA 95014
84 W SANTA CLARA ST, SUITE 200
HGA SAN JOSE, CALIFORNIA 95113
TELEPHONE: 408.286.0851
KEY PLAN:
PLANNING REV . 1
HGA COMMISSION NUMBER: 3649-197-00
11 /31 /2021
PROJECT INFORMATION CODE INFORMATION DRAWING INDEX MAP: 10100 N TANTAU AVE, CUPERTINO CA 95014
PROJECT NAME: TA-07 CDA ENCLOSURE 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC) R#V NUMBER SHEET NAME
PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) `•
PROJECT DESCRIPTION: 2019 CALIFORNIA BUILDING CODE (CBC): 1-GENERAL
EXTERIOR-ONLY SCOPE TO DEMOLISH PORTION OF AN EXISTING MECHANICAL PART 2, TITLE 24, CCR; BASED ON THE 2018 INTERNATIONAL BUILDING CODE (IBC) A000 COVERSHEET -- _ Apple
ENCLOSURE AND NEW CONSTRUCTION TO EXTEND EXISTING MECHANICAL 2019 CALIFORNIA ELECTRICAL CODE (CEC): 4-ARCHITECTURAL -�
ENCLOSURE. PART 3, TITLE 24, CCR; BASED ON THE 2017 NATIONAL ELECTRICAL CODE (NEC)
2019 CALIFORNIA MECHANICAL CODE (CMC): ro -,-
OCCUPANCY: PART 4. TITLE 24, CCR:BASED ON THE 2018 UNIFORM MECHANICAL CODE (UMC) A021 SITE PLAN 4hb
B 2019 CALIFORNIA PLUMBING CODE: 1 sQrra� O
CURRENT USE: PART 5, TITLE 24, CCR; BASED ON THE 2018 UNIFORM PLUMBING CODE (UPC) z AREA OFWORK
GENERAL OFFICE 2019 CALIFORNIA FIRE CODE(CFC): A700 DOOR SCHEDULE & DETAILS Valco Parkway 1
PROJECT ADDRESS: PART 9, TITLE 24, CCR, BASED ON THE 2015 INTERNATIONAL FIRE CODE (IFC) Grand total: 5 9
TA-07 LIFE SAFETY CODE: <
10100 N. TANTAU AVE. 2000 NFPA 101 LIFE SAFETY CODE
CUPERTINO CA 95014 ACCESSIBILITY CODE:
TYPE OF CONSTRUCTION: CHAPTER 11 11 B 2016 B AND 2 1 ADA 2 FR PART I I --
0 6 0 0 8 36 �`--
V-B (FULLY SPRINKLERED) ENERGY CODE:
EXTERIOR SCOPE ONLY: 2019 CALIFORNIA ENERGY CODE - PART 6. TITLE 24, CCR I ,10100NTamauAve, I -,
TOTAL EXISTING ENCLOSURE AREA: 1212 SF SIGN CODE:
Cupertino,CA 95014
ADDITION OF ENCLOSURE: AMERICANS WITH DISABILITIES ACT ( ADA), CBC (TITLE 24), & UFC (TITLE 19)
Vailea Pkwy Vallca Pkwy \ err F
TOTAL PROPOSED AREA OF ENCLOSURE: 1884 SF ANSI: Va!!ca Pkwy vaflca Pkwy
LANDSCAPE: CABO/ANSI A117-1 - 1992 (ACCESSIBILITY)
TOTAL (E) LANDSCAPE TO BE REMOVED: 305 SF COUNTY OF: I I Apple Stevens \
Creek Eight
TOTAL LANDSCAPE TO BE REPLACED: 308 SF SANTA CLARA QVP3
CONTACT INFORMATION VP4 9 -
OWNER: APPLE PHONE: (925) 699-2912 I AppleSt eve nskekTen
CONTACT: LANCE KIM EMAIL: lance.kim@apple.com I I 9 Woodcrest
3-3tar hotel
CONTRACTOR: MILROY INC. PHONE: (650) 280-0456 I I 9
CONTACT: SAM MILROY EMAIL: smilroy@milroyinc.com Hubbart
El LR'cc'As oclates — — —
ARCHITECT: HAMMEL, GREEN AND ABRAHAMSON PHONE: (408) 213-8248 Stevens Creek Blvd Stevens Creek Blvd Stevens Creek Blvd
Stevens C
CONTACT: SHARON ROSE-LUDDY EMAIL: SRLuddy@hga.com G Stevens Creek Blvd fl 9ChasenHolding8
MECHANICAL: ACCO PHONE: (408)465-6591 ° T
ropeCONTACT: LYNELLE ONISHI EMAIL: lonishi@accoes.com tCortmpany 9 9
Subway � Shell
Takeou[•Delivery Rotten Robbie Sunflower
ELECTRICAL: REI PHONE: (408) 286-2800 Tk�Vut alley Cupertino Wellness tearningCenter Nation
CONTACT: ZEKE LEAVENWORTH EMAIL: zleavenworth@rosendin.com Chiropractic Corpor
CIVIL: KIER + WRIGHT PHONE: (408) 757-6665
CONTACT: JOSHUA ZIMMERMAN EMAIL: jzimmerman@kierwright.com
STRUCTURAL: HAMMEL, GREEN AND ABRAHAMSON PHONE: (916) 765-9155
CONTACT: BRENT FORSLIN EMAIL: BForslin@hga.com
DEFERRED SUBMITTALS
FIRE SPRINKLER
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TREE REMOVAL � Cl
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TREE REMOVAL AND REPLACEMENT UNDER SEPARATE PERMIT. CA
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Community evelopment Department AREA PLAN LEGEND AND CALCULATION
Plannin Division — Cupertino
CUPERTINO APPROVED '
Case # D -2021-019,/
A a m (E) LANDSCAPING I IGA
Approval Body: Dire for/ Staff 84 W Santa Clara Street
Approval Date 02 7/22 Suite 200
' (N) LANDSCAPING
Signature Briann arkousha San Jose, California 95113
aseManagee Telephone 408.288.7833
TOTAL (E) LANDSCAPING AREA: 105,108 SF
LANDSCAPING AREA REMOVED: 305 SF
LANDSCAPING AREA ADDED: 308 SF
TOTAL PROPOSED LANDSCAPING AREA: 105,111 SF
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10100 N. TANTAU AVE,
CUPERTINO CA 95014
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Community evelopment Department KEYNOTES - SITE PLAN (DEMO) KEYNOTES - SITE PLAN GENERAL NOTES - SITE PLAN
Plannin Division — Cupertino
/ # DESCRIPTION # DESCRIPTION A. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
CUPeRTINO APPROVE D D1 DEMO PORTION OF SIDEWALK AND CURB RAMP AS REQUIRED FOR NEW WORK. S1 ACCESSIBLE PARKING STALL. SEE DETAIL 8/--.
Case # D -2021-019,� j \`� CONSTRUCTION. COORDINATE THE EXTENT OF DEMOLITION WORK AND EXISTING
A a m / `� COORDINATE EXTENT OF DEMOLITION WITH ENLARGED PLAN 3/--. SEE CIVIL S2 TRUNCATED DOMES. SEE DETAIL 17/A021. CONSTRUCTION TO REMAIN WITH NEW WORK. NOTIFY ARCHITECT OF CONFLICTS. HGA
DRAWINGS. S3 NEW CURB RAMP. SEE DETAIL 11/A021. B. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED
Approval Body: Dire for/ Staff D2 DEMO PORTION OF (E) LANDSCAPING AND SALVAGE ANY(E) SHRUBS IN S4 NEW SIDEWALK. SEE DETAIL 17/A021. FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR "CLEAR" 84 W Santa Clara Street
Approval Date 02 7/22 / ���\ PREPARATION FOR NEW WORK. TREE REMOVAL AND REPLACEMENT UNDER S5 NEW LANDSCAPING TO MATCH (E)ADJACENT CONDITION. REPLANT SALVAGED (E) DIMENSIONS ARE FROM FACE OF APPLIED FINISH. Suite 200
ase Manage; / \�� SEPARATE PERMIT. C. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT. San .lose, California 95113
Signature Briann arkousha SHRUBS TO NEW LANDSCAPING. SEE CIVIL DRAWINGS.
r / O ��\ D3 CAREFULLY REMOVE (E) FEC FOR RELOCATION AT NEW WORK. SEE KEYNOTE S6 AT D. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN Telephone 408.288.7833
j
S6 RELOCATE (E) FEC TO THIS LOCATION.l r' � ENLARGED PLAN 3/ --. TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY DIRECTION.
i D4 REMOVE (E) PARKING STALL STRIPING IN THIS AREA IN PREPARATION FOR NEW S7 NEW EQUIPMENT HOUSE KEEPING CONCRETE PAD. SEE STRUCTURAL DRAWINGS E. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS OF
WORK. SEE ENLARGED PLAN 3/---.
0200. PARTITIONS AND ASSOCIATED IN-WALL ELECTRICAL DEVICES ON SUBFLOOR FOR REVIEW BY
S8 MECHANICAL UNITS. SEE MECHANICAL DRAWINGS. TYP. ARCHITECT. BEFORE PROCEEDING WITH PARTITION FRAMING, PROVIDE LAYOUT MARKINGS
D5 (E) TRUNCATED DOMES TO BE REPLACED WITH YELLOW COLORED IN OF PARTITIONS AND ASSOCIATED IN
ELECTRICAL DEVICES ON SUBFLOOR FOR REVIEW
\` CONFORMATION TO F3 33538 OF FEDERAL STANDARD 595C. SEE DETAIL 12/A021. S T IS D OR 0 B TH CT E L AF.
(E) MECHANICAL EQUIPMENT TO REMAIN. S10 PR VID 36" OX LATANI OL MBI THE S T MA CH ( ). S ECI D H A D
BY ARCHITECT.
D6 LOCATION OF REPLACEMENT TREES TO BE CONSISTED WITH CMC CHAPTER 14.18 F. WHERE NEW WORK ABUTS, ALIGNS OR ADJOINS EXISITING MATERIALS, MAKE SMOOTH AND
1 � D7 E LOADING ZONE TO REMAIN. EVEN TRANSITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. FINISH NEW
I - PROTECTED TREES, SEE CIVIL DRAWINGS FOR MORE INFORMATION.
WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED OTHERWISE.
I `---------- S11 PROVIDE 15G PITTISPORUM, TYP. SEE IVIL DRAWING FOR MORE INFORMATION.
I-_-----_----- G. CLOSE AND PATCH HOLES AND OPENINGS IN EXISTING FLOOR, WALL AND CEILING WHICH
I EXIST OR RESULT FROM DEMOLITION OR ALTERATION WORK TO MATCH ADJACENT
1 UNDISTURBED SURFACES.
I C— / H. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR
I -------- DISCIPLINE SPECIFIC DEMOLITION AND/OR CONSTRUCTION ITEMS NOT SHOWN OR NOTED.
I j--------- I. WHERE EXISTING CONSTRUCTION IS REMOVED, CUT, DRILLED, DAMAGED OR OTHERWISE
I -------- < \I` DISTURBED, PATCH DEFECTIVE AND INCOMPLETE SURFACES AS REQUIRED TO MATCH
I
ADJACENT, EXISTING UNDAMAGED SURFACES, UNLESS NOTED OTHERWISE.
J. ALL EXISTING FINISHES ARE TO REMAIN UNLESS NOTED OTHERWISE. PROTECT FINISHES TO
ff---- I `�
REMAIN FOR COURSE OF WORK.
K. WHERE NEW WORK ABUTS, ALIGNS, OR ADJOINS EXISTING MATERIALS, MAKE SMOOTH AND
EVEN TRASITION AND ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. FINISH NEW
WORK TO MATCH ADJACENT UNDISTURBED SURFACES, UNLESS NOTED OTHERWISE.
L. PROVIDE NEW IRRIGATION TIE INS FOR NEW PLANTING AND AREAS DISRUPTED BY WORK.
M. CLEAN, REPAIR, REPLACE TO MATCH (E) ALL ELEMENTS DISTURBED DURING CONSTRUCTION.
I ------- I N. ELECTRICAL CONTRACTOR TO VERIFY ALL EXISTING LIGHTING CONDITIONS AND LIGHTING
------- I REMOVE E TREE. TREE REMOVAL AND
I � O � REQUIREMENTS.
REPLACEMENT UNDER SEPERATE PERMIT.
0. COORDINATE SCOPE OF WORK AT PARKING STALLS WITH CIVIL DRAWINGS.
BUILDING PARKING REQUIREMENTS
(1) STANDARD ACCESSIBLE STALL AND (1) VAN
ACCESSIBLE STALL TO BE MODIFIED.
BUILDING: AREA(SF) RATIO REQUIRED
j (3) (E) STANDARD PARKING 10100 TANTAU AVE (TA7B OFFICE) 54,041 1:285 190
I I STALLS TO BE REMOVED. d T O� 10100 TANTAU AVE (TA7B LAB) 9,485 1:450 21
10200 TANTAUE AVE (TA7A OFFICE) 55,166 1:285 194
- II 5425 STEVENS CREEK BLVD. (SC10 OFFICE) 57,809 1:285 203
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�� ♦\ II Ir All II I� �I -- D6 D6 TOTAL: 178,501 608
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II II �i� II It �I
PARKING SUMMARY: EXISTING POSED
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A - L- _= - I_ - - �I STALLS: 658 655
�a. a � � -�'I MOTORCYCLE: 02 1
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` I all ACCESSIBLE STALLS: 16 16
o REA OF WORK � �
STANDARD EV: 25 25 APPLE TA0 7
boN, BOILER BOILER �'�� - o � � I i i I i i I ACCESSIBLE EV: 01 01
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EQUIP. ACCESSIBLE VAN. 05 05 C DA
1204 ESTIBULE PRE YARD PARKIN SPACES REMOVED:
ACTION # G S C S 0
MECH RM 1003 LAB
UPS RM ELEC. MECH 1152 LAB X100 STANDARD STALL: 3
J I 1203 1202 UPS RM OPEN 1163 0 # PARKING SPACES MODIFIED:
� I 1151 1161 1162 a
1201 AREA ACCESSIBLE STALL: 1 10100 N. TANTAU AVE,
[FHACCESSIBLE VAN: 1 1
1150
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ENLARGED DEMO PLAN - MECHANICAL ENCLOSURE TOTAL PARKING STALLS: 705 GD1
NEW 2
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ENCLOSURE EXISTING/PROPOSED AREAS
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TOTAL EXISTING AREA: -1,214 SF
� w� - � �/ PROPOSED ADDITION AREA: -630 SF
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I I L--- TOTAL PROPOSED ENCLOSURE AREA: -1 844 SF
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(E) LOADING ZONE TO REMAIN SEE DETAIL 8/A020. 8'-4" 11'-3" 9'-0" 8'-3"
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g ___________ ____ __________________1_ ___L_______ MECH RM ELEC. MECH 1152 1163 III ONO DESCRIPTION DATE
1202 UPS RM OPEN LAB o
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AREA 1151 1161 1162_ _ J 1201 " 0 (E) LANDSCAPING ISSUE FOR 04/21/21
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10� 3 ENLARGED PLAN - MECHANICAL ENCLOSURE NEW LANDSCAPING TO MATCH (E) ADJACENT. A PRICING SET 07/01/21
SITE PLAN 10200 N. TANTAU AVE 1/16" = 1'-0" 1 GAL. BERKLEY SEDGE, 2' SPACING TYP. REV. 1
1 1" = 50'-0" T-0" SQUARE ACCESSIBILITY SIGNAGE. SEE B PRICING SET 08/10/21
co Q V-6" - CENTERLINE OF PARKING STALL 70" MIN DETAIL 7/A021 PER CBC 11B-502.6 o REV. 2
C / V-10" MIN SQUARE (E) FEC (E) WALL HUNG FIRE EXTINGUISHER 1 PLANNING 10/29/21
REFLECTORIZED METAL SIGN EXTERIOR ACCESSIBLE WALKWAY REV. 1
REFLECTORIZED METAL SIGN WITH 5 WIDE WHITE OUTLINE, TYPUNAUTH WITH WHITE PAINTED LOGO ON
Q DESIGNATED DIZED VEHICLES PARKED IN ACCESSIBLE SPACES NOT BLACK PAINTED LETTERS ON WHITE DARK BLUE BACKGROUND. THE BORDER (PERIMETER) OF THE (E) EXIT TACTILE SIGNAGE TO REMAIN
~ DISPLAYING DISTINGUISHING PLACARDS BACKGROUND, LETTERS SHALL BE PROVIDE ONE SIGN FOR EACH LOADING AND UNLOADING ACCESS
g OR SPECIAL LICENSE PLATES ISSUED FOR 1-INCH IN HEIGHT, MIN BLANK ACCESSIBLE PARKING SPACE. AISLE SHALL BE PAINTED BLUE AND
cn = PERSONS WITH DISABILITIES WILL BE SPACES SHALL BE FILLED IN WITH
o z THE HATCHING WITHIN THE
TOWED AWAY AT THE OWNER'S EXPENSE. APPROPRIATE AS A PERMANENT --__----------- WHITE PAINTED LETTERS ON DARK - I LOADING AND UNLOADING ACCESS (N) EXIT TACTILE SIGNAGE TO MATCH (E)
TOWED VEHICLES MAY BE RECLAIMED AT PART OF THE SIGN. VAN -----------� BLUE BACKGROUND. PROVIDE AT
0 OR BY WHITE PAINTED LOGO ON DARK ACCESSIBLE VAN ACCESSIBLE SPACES ONLY. AISLE SHALL BE PAINTED A
TELEPHONING BLUE BACKGROUND. I SUITABLE CONTRASTING COLOR TO
INIMUM FIN
12� $250 THE PARKING SPACE AT 3'-0" ISSUANCE HISTORY-THIS SHEET
STANDARD 2" DIA GALVANIZED STEEL J WHITE PAINTED LETTERS ON DARK
MAXIMUM ON CENTER. BLUE OR TRUNCATED DOMES. SEE DETAIL 12/A021.
UPIPE WITH 2'-0" MIN EMBEDMENT IN BLUE BACKGROUND. PROVIDE AT o z 2-6' I ,� 2-6" WHITE PAINT IS PREFERRED. HGA NO: 3649-197-00
0 1 -0 MIN DIA CONCRETE FOOTING. U ACCESSIBLE SPACES. bo
z ATTACH SIGN TO PIPE WITH J z I CONCRETE WHEEL STOP
Q STANDARD 2 DIA GALVANIZED
GALVANIZED STRAPS AT TOP AND C) SITE PLAN
`' 1'-0" BOTTOM. � w STEEL PIPE WITH 2-0 MIN --
12 HIGH WHITE NO PARKING TO BE
Y) _ o o -1'-0" EMBEDMENT IN V-0" MIN DIA PAINTED WITHIN STRIPED LOADING
MIN BOTTOM OF PAVING OR TOP OF oO Q MIN CONCRETE FOOTING. ATTACH SIGN N AISLE AT ACCESSIBLE AND VAN
doeGRADE IF SIGN IS NOT LOCATED TO PIPE WITH GALVANIZED STRAPS KIN ACCESSIBLE SPACES
- WITHIN A PAVED AREA. - o AT TOP AND BOTTOM. PER CBC 11 B-502.3.3. \
12-0 MIN. AT VAN 6-0" 9-0 LOCATE CENTERLINE OF ISA
BOTTOM OF PAVING OR TOP OF 9'-0" MIN. AT CAR MIN. WITHIN 12" OF CENTERLINE OF w
m z z GRADE. PARKING SPACE TYP SEE
LO
o ALIGN WITH ENTRY END OF o DETAIL 6IA021 DATE: OCTOBER 29, 2021 r✓
PER CBC 11 B-502.6.4.1.
N N NOTE: PARKING STALL. `�' NOTE: THE ACCESSIBLE PARKING SPACES AND
SIGN TEXT, SIZE AND MOUNTING NOTE: LOADING AISLE(S) SHALL BE SLOPED LESS THAN 2% PLANNING REV. 1 z
SHALL COMPLY WITH CBC
SECTION 11 B-502.8 SIGN TEXT, SIZE AND MOUNTING: (1:48) IN ANY DIRECTION.
SHALL COMPLY WITH CBC 11 B-502.6. z
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E ACCESSIBILITY SIGNAGE ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY EXISTING TING ACCESSIBILITY SIGNAGE ACCESSIBLE PARKING A021 _j
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7 1 = 1 -0 1/8 = 1'-0"
"COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.
7
Community evelopmePho" aE M ER CAP AT EACH END 19 LINE INDICATES ROOFSCREEN ABOVE PROVIDE 22 GA GALVANIZED METAL GUTTER GENERAL NOTES - EXTERIOR ELEVATIONS
Plannin Division Cupertino ROOF DRAIN A022 32 SQ LOUVERED EXHAUST VENT PROVIDE GUTTER CAP AT EACH END A. ELEVATIONS OF EXISTING ENCLOSURE ARE BASED ON SURVEY INFORMATION AND10R AS-
CUPERTINQ APPROVED PAINTED TO MATCH ROOF STRUCTURE BUILT DRAWINGS PROVIDED BY THE OWNER. THE SURVEY DATA MAY NOT BE COMPLETE
Case # D -2021-019, AND THE ACTUAL EXISTING ELEVATIONS MAY VARY IN DIFFERENT PORTIONS OF THE
HGA
A a m EXISTING BUILDING. ALL INFORMATION MUST BE FIELD VERIFIED AND COORDINATED
BETWEEN NEW AND EXISTING CONSTRUCTION TO PROVIDE MATCHING FLOOR ELEVATIONS
Approval Body: Dire for/ Staff
Approval Date 02 7/22 _-_-- WHERE REQUIRED. 84 W Santa Suite 200 Street
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Signature Briann arkousha
Case Manager s.c
San Jose, California 95113
PROVIDE 20 GA CALVE. TRIM AT EDGE. SEE DETAIL 20/A022.
�, . � . Telephone408.288.7833
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STRUCTURAL BEAMS TYP., TBD
SEE STRUCTURAL DRAWINGS SHEET S200.
SCHEDULED CORRUGATED ROOFJw
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NOTE: REFER TO ELECTRICAL DRAWINGS FOR LIGHTING LAYOUT
SCHEDULED CORRUGATED CEILING EXPOSED GALVANIZED
PAINTED TO MATCH (E)ADJACENT STRUCTURAL COLUMNS TO
- - PLASTER COLOR. MATCH (E) ADJACENT.
ji 2" FLASH CAP TO MATCH
(E) ADJACENT TYP.
01 EQ EQ
011 -1
Li SCHEDULED CORRUGATED ROOF
1 REFLECTED CEILING PLAN
1/4 - 1 -0 LOUVERS TO MATCH (E)ADJACENT. PAINTED STUCCO _ _ —
1/4" CONTROL RUSKIN ESD-403 TO MATCH (E) — — —
SCHEDULED CORRUGATED CEILING PAINTED TO JOINTS, TYP. CORRUGATED METAL ROOF SCREEN
MATCH (E)ADJACENT PLASTER COLOR. HEAVY GAUGE EXTRUDED 606 PAINTED TO MATCH ADJACENT ROOF. ADJACENT TYP. _ _ —
15 ALUMINUM DRAINABLE BL S. -' — —
A022 3/4" x 0.051" BIRDSCRE EXHAUST VENT. SEE MECH DWG NOTCHED ROOF
EXPOSED GALVANIZED STRUCTURAL COLUMNS TO
MATCH (E)ADJACENT. -6" x 0' IR L D OR I BEYOND TO SLOPED CONT. 20 GA. CAP ALL AROUND
LOUVERS. PAINT TO MATCH-(E CLEAR TANKS PAINTED TO MATCH (E) ADJACENT.
ADJACENT DOOR. 19 `
2' C7
LR ON ALL SIDES 1/4" CONTROL 022
JOINTS, TYP. 2 CLR. AL SIDE
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1/4" CONTROL 7/8" STUCCO OVER 5/8" GYP DENSHIELD
1/4" CONTROL U- JOINTS, TYP. OR CEMENT BOARD, PAINTED TO MATCH
2-6 JOINTS, TYP. > z E ADJACENT.
ALIGN o - 0 ( )
ALIG _ STEEL CHANNE ACCENT BAND 0 3 Q 10100 N. TANTAU AVE,
1001/
MATCH (E) ADJ ENT. w CUPERTINO CA 95014
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DOWNSPOU F-
Ill EQ EQ EQ 3 0� INFILL FRAMING & STRUCTURE PER
61 .1 10 61
VIF VIF ACCENT BAND TO ILL MATCH
DRAWING A/S200.
MATCH (E)
60 ENCLOSURE ELEVATION - NORTH ENCLOSURE ELEVATION - EAST ADJACENT. o
1/4" — 1'-0" 9 1/4" — 1'-0"
C6 x 8.2 CHANNEL, WELDED TO HSS
z COLUMNS TO MATCH (E) ADJACENT
v CONDITION.
EXISTING CONIC o
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CONC CURB w STUCCO MOLD TO MATCH (E)ADJACENT.
NEW CONC TOP LANDING v CONC. SLAB. SEE STRUCTURAL
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DRAWINGS SHEET S200.
TACTILE WARNING STRIP NEW CONC BOTTOM LANDING
CONC CURB / PAVING SEE CONC CURB BEYOND CONC CURB / PAVING SEE CONC CURB BEYOND a q, ° °
DETAIL 16/--. DETAIL 16/--.
I PROVIDE TRUNCATED DOMES. SEE DETAIL 171--.
1'-0" 1'-0" EXISTING AC PAVING AT DRIVE WAY
4'-011 -GROOVING GROOVING a
CONC RAMP CONC RAMP MATCH (E) o 0
MIN
AT 1:12 MAX SLOPE AT 1:12 MAX SLOPE 2!, � o
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1:12 1:12 8'-0" OR 5-0" LANDING L °
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SEE DETAIL 111-- FOR TACTILE —III III III III
� SURFACE, TYP #4 REBAR CONT, TYP NO DESCRIPTION DATEISSUE FOR 04/21/21
6" FLUSH BAND
PLANNING
PERMIT
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A PRICING SET 07/11121
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11 SIDEWALK & CURB DETAIL. 12 EXTERIOR ELEVATION AT NEW LANDING & RAMP. 14 NEW CONC LANDING AT AC PAVING. 15 ENCLOSURE PARTITION SECTION DETAIL REV. 1
1/4" = 1'-0" 12 = 1'-0. 3/4" = 1'-0" 3/4" = 1'-0" 1 PLANNING 10/29/21
Q REV. 1
co NOTES: 3 PLANNING 02/09/22
1. APPLY PERIMETER SEALANT AT REV. 3
ALIGN WITH (E) WALKWAY PERIMETER OF PLASTIC TILE AFTER
ti SLOPE SHALL BE LESS THAN 2% IN FASTENING. TOOL SMOOTH TO
a ANY DIRECTION TAPERED BLEND TO BLEND TILE EDGE WITH
~ EXISTING PAVING EDGE ADJACENT SURFACE.
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2. STRUCTURAL ADHESIVE AT FULL
NEW CONCRETE WALK WAY SCHEDULED CORRUGATED ROOF SCHEDULED CORRUGATED ROOF
PERIMETER AND THROUGH CENTER
(E) CONCRETE
PERIMETER SEALANT PLASTIC TILE OF PLASTIC TILE EACH WAY. #12 5-MD-HWH K/KS SELF DRILLING
SEE NOTE 1 SURFACE, 3. 1/4" X 1 1/2" LG COLOR MATCHED 2"LAP MI SCREW (KWIK-COTE COATING) WITH
WALKWAY SEE NOTE 4 EXPANSION ANCHOR PART NO.
+/-6'-0"ALIGN WITH O O 0 0 1/2"
E WALKWAY SLOPE SHALL BE 1/2 EXP JOINT RUBBER WQASHER @ 36 OC MAX.
( ) �dle �0 ADA-S-FASTN 12" OC 6�� 4�� FASTEN W/ NEOPRENE WASHER& SS ISSUANCE HISTORY-THIS SHEET
Q) loVLESS THAN 2%ANY DIRECTION 2.35" DIAGONAL 4. SLIP RESISTANT TILE SURFACE. ------ --- SCREWS
E SPACING OC, TYP SECTION A-A n PLASTIC TILES WITH A MIN 40 HGA NO: 3649-197-00
22 GA GALVANIZED SHEET METAL FLASHING PROVIDE WEEP HOLES @ 24" O.C.
POINTS PER SQUARE INCH.
o R 1/2" 6„ O O 0 0 w STRUCTURAL 22 GA GALVANIZED SHEET METAL GUTTER = STRUCTURAL BEAM SEE
2 TYP 0.90 BASE DIAMETER SLIP o ADHESIVE, SEE PROVIDE TRUNCATED DOMES AS ENCLOSURE
NOTE 2 O° --- -- STRUCTURAL DWGS
o � o o RESISTANT o SHOWN - ROOF STRUCTURE. SEE ELEVATION AND
o a a A A SURFACE J MANUFACTURER. ANCHOR TILE STRUCTURE DWG
a a TACTILE SYSTEM
ANCHOR, ROOF DRAIN
O.C. TE DETAILS —
0 0 0 0 0 0 1.70" �I STYLE: CAST-IN-PLACE SYSTEM � �I� ,
0 0 0 0 0 0 0 0 0 0 0 CN SEE NOTE 3 FEDERAL
0.45" TOP DIAMETER-- COLOR: YELLOW CONFORMING TO >
w
FS 33538 OF FEDERAL STANDARD ROOF STRUCTURE. SEE STRUCTURE DWG
LOV VLO RAISED TRUNCATED DOME PATTERN RAISED TRUNCATED DOME SURFACE APPLIED TILE INSTALLATION 595C
6" #3 12" OC EA WAY DATE: OCTOBER 29, 2021
N ZN
3" AGGREGATE BASE
PLANNING REV. 1 z
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SECTION AT NEW CONCRETE WALK. DETAIL AT TRUNCATED DOMES. GUTTER CORRUGATED ROOF RAKE A022
Q 16 1" = 1'-0" CBC 11B-705
17 „ _ , „ 19 1 1/2" = V-0" 20 1 1/2" = V-0"
= 6 - 1 -0
COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.
Community evel[n —
HGA
t Department DOOR AND FRAME SCHEDULE HARDWARE SCHEDULE GENERAL NOTES - DOOR AND FRAME
Plannin DivisCu ertinfbENTIFICATION PANEL FRAME
CUPLRTINO APP HW-2 DOUBLE DOOR W/ LOCKSET A. THE MAXIMUM FORCE REQUIRED TO OPERATE DOORS PER CBC SECTION 11-404.2.9
Case # D -20 DOOR TYPE GLAZING SIDELIGHT TRANSOM GLAZING HDW HINGES (TA2714 US32D MCKINNEY) SHALL BE:
Tr % ROOM NAME COUNT&WIDTH HEIGHT PANEL A PANEL B FINISH TYPE TYPE WIDTH HEIGHT FINISH TYPE RATING GROUP NOTES LOCKSET (L9050RD x 17A US32D SCHLAGE) a. INTERIOR DOORS: 5 LBS
A4
b. RATED DOORS: 15 LBS
Approval Body: Dire for/ tatt 100C (2) 3' - 6" 10' -0" HM-HL HM-HL THE -- HM-002 0' - 0" 0' - 0" THE -- HW-2 DOOR TYPE AND FINISH TO MATCH (E). FINISH TO BE c. EXTERIOR DOORS: 5 LBS 84 W Santa Clara Street
Approva I Date 02 7/22 _ GALVANIZED AND PAINTED. B. REFER TO DOOR AND FRAME SCHEDULE, SEE DOOR ELEVATIONS AND DETAILS FOR Suite 200
FRAME TYPE, FRAME WIDTH AND RELATED DOOR GLAZING INFORMATION
Signature Briann arkousha San Jose, California 95113
ase Manager C. REFER TO PLANS FOR INTERIOR PARTITION TYPES AND EXTERIOR WALL TYPES Telephone 408.288.7833
D. GROUT SOLID HOLLOW METAL FRAMES AT MASONRY PARTITIONS. SPOT GROUT
PANEL TYPES REFER TO SCHEDULE FOR MATERIALS AND FINISHES HOLLOW METAL FRAMES OTHER PARTITION TYPES.
E. REFER TO DOOR AND FRAME SCHEDULE FOR FRAME WIDTHS AND FOR DOOR
INFORMATION.
F. WHERE FIRE-RATED PARTITIONS INTERSECT ANOTHER FIRE-RATED OR NON-RATED
i� PARTITION, MAINTAIN HIGHER-RATED ASSEMBLY CONTINUITY ACROSS
� INTERESECTION
G. REFER TO CONSTRUCTION PLAN FOR SWING OF DOORS AND THEIR RELATED
SPECIFIC CONDITIONS
H. ALL DOORS TO BE 3/4" THICK U.N.O.; REFER TO SPECFICIATION SHEETS FOR
" 2'-6" 6' ADDITIONAL INFORMATION.
I. PROVIDE PAINTABLE SEALANT BETWEEN FRAME AND PARTITION WHERE GAPS,
HOLES, VOIDS, ETC. OCCUR
I J. HARDWARE SPECIFICATIONS ARE REFERENCE ONLY. CONTRACTOR TO PROVIDE
1/4" SHIM SPACE W/ RECOMMENDATION FOR EQUAL OR BETTER QUALITY SPECIFICATIONS THROUGH
SEALANT ON EACH SIDE SUBMITTALS.
K. CONTRACTOR TO CONFIRM HARDWARE STANDARDS AND FINISHES. SEE SPEC
HM-HL SECTION 087100 FOR PERFORMANCE STANDARDS AND ADDITIONAL REQUIREMENTS
HOLLOW METAL GALV. HOLLOW METAL DOOR RELATED TO DOOR HARDWARE.
HALF LOUVER AND WELDED FRAME L. ALL DOORS TO MATCH EXISTING, U.N.O.
FRAME TYPES
2" SEE SCHED.,2" SCHEDULED DOOR
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HM-002 1 HOLLOW METAL DOOR
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11
APPLE TA07
CDA
10100 N. TANTAU AVE,
CUPERTINO CA 95014
ARC
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No. C-20117
N� REN.9-30-21
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ONO DESCRIPTION DATE
ISSUE FOR 04/21/21
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COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.
TA-07 CDA ENCLOSURE
3649-197-00
DIGITAL COLOR AND MATERIAL BOARD
Com �' ft �.partment
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CuF LRTINQ -
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Case # --
Approva I Bo - - - -_
Approval Dat 02/17/22 -- -
Signature Brianne Harkousha ` -
Case Manager Y
(E) MECHANICAL ENCLOSUR (E) MECHANICAL ENCLOSURE
PRIMARY PAINT TO MATCH (E) EXPOSED GALVANIZED METAL STEEL CHANNEL ACCENT BAND TO MATCH (E) CORRUGATED GALVANIZED STEEL ROOF
SPEC: TBD TO BE PAINTED WITH PRIMARY PAINT TO MATCH (E) STUCCO
PAINT ON STUCCO
PAINT ON CORRUGATED METAL ROOFING
PAINT ON DOORS
PAINT ON LOUVERS
HGA
10/29/2021