230623_BLOOM ARTWORK PERMIT SET Community Development Department ARTIST:
11-21 Planning Division—Cupertino T
CUPERTINO APPROVED PROJECT NOTES PROJECT INFORMATION f:UU R 1:9 1:0 R N I V113
Case# ASA-2023-001
Application Number(s) 2325 3RD STREET, SUITE 229,
Approval Body: Admin Hearing SAN FRANCISCO, CA 94107
Approval Date 01/30/24 1. The general contractor shall verify all dimensions and job conditions and shall report to the DESCRIPTION: CONTACT:
Signature Gian Paolo Lead Artist and Structural Engineer any discrepancies or omissions which would interfere with PUBLIC ART JASON KELLY JOHNSON
Mar�CQnager
satisfactory completion of the project. jason@futureforms.us
2. Unless otherwise noted, all dimensions shown are from centerline to centerline, centerline to (415) 255-4879
face of the wall, or face of wall to face of wall.
3. Electrical, mechanical, plumbing, and structural drawings are supplementary to the Lead Artist
drawings. Mechanical and electrical fixtures, fittings, outlets, etc. when shown on the Lead Artist STRUCTURAL ENGINEER:
drawings are for location information only. TUAN and ROBINSON
' STRUCTURAL ENGINEERS, INC.
4. It shall be the responsibility of each contractor to check with the Lead Artist drawings before 444 SPEAR ST, STE 101
the installation of their work. Any discrepancy between the Lead Artist and consulting engineer's SAN FRANCISCO, CA 94105
_ drawings shall be brought to Lead Artist's attention. CONTACT:
SHEET INDEX EUGENETUAN
5. Where the terms "approval equal", "equal to," or other general qualifying terms are used in etuan@trseinc.com
these notes, it shall be understood that reference is made to the ruling and judgment of the Lead (415) 957-2480
` # Artist.
ARTWORK
# 6. Any work installed in conflict with the Lead Artist drawing shall be corrected by the contractor ART-01 PROJECT NOTES, PROJECT INFORMATION, SHEET INDEX, VICINITY MAP
46
b � d at his expense and no expense to the owner. ART-10 SITE PLAN
ART-11 TOP PLAN, GROUND PLAN
f 7. The construction notes and/ or drawings are supplied to illustrate the design and general type ART-20 ELEVATIONS
pus +�'� of construction desired and are intended to imply the finest quality of construction, material and ART-30 SECTION, MATERIAL AND FINISH SCHEDULE, ARTWORK PLAQUE
workmanship throughout. All errors, omissions, and clarifications must be brought to the attention
:.F of the Lead Artist and Structural Engineer. STRUCTURAL
S-1 GENERAL NOTES AND SITE PLAN
i. 8. The general contractor shall maintain a current and complete set of construction drawings on S-2 ELEVATION, FOUNDATION PLAN, FOUNDATION DETAIL
site during all phases of construction for the use of trades. 7 TOTAL SHEETS
a
9. The general contractor shall notify the Lead Artist and Structural Engineer of any discrepancies
}�• ;?; .: '� between the drawings, these notes, and field conditions before commencing any work and
request clarification.
10. The location of the utilities shown on these plans are based on field observation and/or record
drawings. The information shown is not necessarily complete and the location of the utilities
shown in approximate. The contractor will verify the existence of all utilities in advance of
conducting construction operations that could damage these utilities.
11. In the areas where proposed construction may conflict with existing utilities, the contractor
.. � will take all necessary precautions to avoid damage to the utilities.
SYMBOL LEGEND
12. Stated amounts are indicative and may be approximate, and not exact amount. Determining
_ amounts is the responsibility of the contractor. NORTH
13. In the technical description are generally known products. The contractor must take account NORTH ARROW
l of auxiliary equipment, finishes and neat connections.
14. The contractor must provide samples of all image-defining materials. 00
DETAIL CALL OUT
15. All steel structure that comes into view is to be held to high aesthetic requirements. All
ART
carbon steel structure that comes into view is to be galvanized and painted.
16. All wiring and installation should be in accordance with National Electric Code (NEC) and 1 EL VO
NFPA 70. SECTIONAL REVISIONS
l
ART CALL OUT 6/23/23 - ISSUED FOR PERMIT
I
' 17. The illustrated project was designed to comply with all requirements of the Americans with
'I Disability Act ("ADA") and other Federal, State and Local guidelines including but not limited to the
Public Rights of Way Accessibility Guidelines (IIPROWAGII). If the project is located in the state of CENTER LINE
California, the California Building Code (CBC).
I ELEVATION TARGET
18. Contractors should be aware that published values for dimension and slope are for finished
construction, no tolerance is permitted below minimum or above maximum values. Contractors
must set tolerances to ensure constructions which comply with regulations. If contractors observe
designs or site conditions that will not comply with the aforementioned rules and regulations it is REVISION SYMBOL PROJECT NAME
their responsibility to notify the owner and designer immediately. 0 BLOOM
19. FUTUREFORMS® retains all rights in the design(s) under the Copyright Act of 1976, 17 ALAN ROW
STEVENS CREEK BLVD.
U.S.C. §101 et seq., as the sole author of the Artwork for the duration of the copyright. 22690 22690
FUTUREFORMS sketches, concepts, schematic designs, technical and fabrication details remain CUPE INO, CA
the sole property of FUTUREFORMS, and can only be executed in final form by FUTUREFORMS.
Any use of material included herein should clearly credit FUTUREFORMS.
OWNER:
Alan Enterprise, LLC
Contact: Ali Mozaffari, President
Ir � (510) 324- 7600
P.
CUPERTINO RD
J ? _ } SHEET TITLE
' - PROJECT NOTES, PROJECT
Y I m I INFORMATION, SHEET INDEX,
°; _ *• VICINITY MAP
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J � ' < v, too - .-I ,, DATE ISSUED
CUPERTINO, CA
1I _ 6/23/2023
_ - VICINITY MAP NORTH
SCALE: NTS AP.T.01
Community Development Department ARTIST:
FISPlanning Division—Cupertino T
CUPERTIN0 APPROVED f:UU R 1:9
1:0 R N I
Case# ASA-2023-001
Application Number(s) 2325 3RD STREET, SUITE 229,
Approval Body: Admin Hearing
AN FRAN IA 94107
Approval Date 01/30/24
CONTACT:
Signature Gian Paolo
IVIS..
bUM.ager JASON KELLY JOHNSON
jason@futu reforms.us
(415) 255-4879
STRUCTURAL ENGINEER:
TUAN and ROBINSON
STRUCTURAL ENGINEERS, INC.
444 SPEAR ST, STE 101
SAN FRANCISCO, CA 94105
CONTACT:
EUGENETUAN
etuan@trseinc.com
(415) 957-2480
STEVENS CREEK BLVD
SIDEWALK
REVISIONS
GARDEN (BY OTHERS) 6/23/23 - ISSUED FOR PERMIT
�I °
° BLOOM ARTWORK
VIEWING AREA(BY OWNER)
PROPERTY LINE
PROJECT NAME
o 0$8000e BLOOM
ALAN ROW
22690 STEVENS CREEK BLVD.
CUPERTINO, CA
° 95014
LOT 7 BLDG ' -
4 °
NEW RESIDENTIAL CONSTRUCTION (BY OTHERS) i \ OWNER:
Alan Enterprise, LLC
Contact: Ali Mozaffari, President
(510) 324- 7600
I ° SHEET TITLE
SITE PLAN
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DRIVEWAY LOT 8 BLDG
f
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DRAWING SCALE
AS NOTED ON DRAWINGS
SHEET SIZE: 24 x 36
I
LOT 9 BLDG DATE ISSUED
6/23/2023
i
SITE PLAN NORTH
SCALE: 1/8" = 1' AP.T- 10
Community Development Department ARTIST:
FISPlanning Division—Cupertino T
CUPERTIN0 APPROVED f:UU R 1:9
1:0 R N I
Case# ASA-2023-001
Application Number(s) 2325 3RD STREET, SUITE 229,
Approval Body: Admin Hearing
AN FRAN IA 94107
Approval Date 01/30/24
CONTACT:
Signature Gian Paolo
IVIS..
bUM.ager JASON KELLY JOHNSON
jason@futu reforms.us
(415) 255-4879
STRUCTURAL ENGINEER:
TUAN and ROBINSON
STRUCTURAL ENGINEERS, INC.
444 SPEAR ST, STE 101
SAN FRANCISCO, CA 94105
CONTACT:
EUGENETUAN
etuan@trseinc.com
(415) 957-2480
2
-----� -----� � ART-20
BIOSWALE I BIOSWALE
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6'-6" 2'-11 "
LANDSCAPE (BY OTHERS) ' OWNER:
�' � I
Alan Enterprise, LLC
' Contact: Ali Mozaffari, President
4 i �0 (510) 324- 7600
I ART-20 j
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LOT 7 BLDG I LOT 7 BLDG I SHEET TITLE
I T
LANDSCAPE (BY OTHERS) OP PLAN, GROUND PLAN
I I
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i PROPERTY LINE i PROPERTY LINE
I �
I � DRAWING SCALE
AS NOTED ON DRAWINGS
SHEET SIZE: 24 x 36
I I
I I DATE ISSUED
6/23/2023
2 GROUND PLAN NORTH TOP PLAN NORTH
I
SCALE: 1/2"=1' SCALE: 1/2"=1' AP.T- I I
Community Development Department ARTIST:
FISPlanning Division—Cupertino T
CUPERTIN0 APPROVED f:UU R 1:9
1:0 R N I
Case# ASA-2023-001
Application Number(s) 2325 3RD STREET, SUITE 229,
Approval Body: Admin Hearing
AN FRAN IA 94107
Approval Date 01/30/24
CONTACT:
Signature Gian Paolo
IVIS..
bUM.ager JASON KELLY JOHNSON
jason@futu reforms.us
(415) 255-4879
STRUCTURAL ENGINEER:
TUAN and ROBINSON
91-911 STRUCTURAL ENGINEERS, INC.
444 SPEAR ST, STE 101
10'-8" SAN FRANCISCO, CA 94105
CONTACT:
EUGENETUAN
etuan@trseinc.com
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(415) 957-2480
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SOUTH ELEVATION 01 11 21 WEST ELEVATION 01 11 21
SCALE: 1/2"=1' \ 3 SCALE: 1/2"=1'
� REVISIONS
6/23/23 - ISSUED FOR PERMIT
PROJECT NAME
BLOOM
ALAN ROW
22690 STEVENS CREEK BLVD.
CUPERTINO, CA
95014
9'-9I
10'-811
OWNER:
Alan Enterprise, LLC
Contact: Ali Mozaffari, President
(510) 324- 7600
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SHEET SIZE: 24 x 36
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2'-2" 2'-2" DATE ISSUED
6/23/2023
NORTH ELEVATION OI 11 21 EAST ELEVATION OI 11 21
SCALE: 1/2"=1' �� SCALE: 1/2"=1' ART=20
Community Development Department ARTIST:
FISPlanning Division—Cupertino T
CUPERTIN0 APPROVED f:UU R 1:9
1:0 R N I
Case# ASA-2023-001
Application Number(s) 2325 3RD STREET, SUITE 229,
Approval Body: Admin Hearing
AN FRAN IA 94107
Approval Date 01/30/24
CONTACT:
Signature Gian Paolo
..F'
by-Mnager JASON KELLY JOHNSON
jason@futu reforms.us
(415) 255-4879
40e
STRUCTURAL ENGINEER:
TUAN and ROBINSON
STRUCTURAL ENGINEERS, INC.
444 SPEAR ST, STE 101
SAN FRANCISCO, CA 94105
PANELS : 316 STAINLESS STEEL#4 BRUSHED FINISH STIFFENERS : 304 STAINLESS STEEL 2B POWDER COATED CONTACT:
SKY BLUE - RAIL 5015 (HEX#007CBD) EUGENE TUAN
etuan@trseinc.com
(415) 957-2480
"CMATERIAL FINISHES
NTS
SCHEDULE OF PARTS
PART OTY DIM MATERIAL FINISH
10'-8"
STIFFENER 96 45.45 SOFT 14 GA 304 SS SKY BLUE, MATTE
PANELS 96 114.5 SOFT 20 GA 316 SS #4, BRUSHED
TOP PLATE 1 1'-O" DIA 0.5" PL, 304 SS MILL FINISH
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COLUMN 1 4 -7 6 SCH40, 304 SS MILL FINISH o00 �� o 000 00 ° Oo ° Ooo DODO 0 0 0 oo
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BASE FRAMES 8 6.3 SOFT 11 GA 304 SS #4, BRUSHED o0 00 0000 00 0 DODO 0 0
PANEL 0 Q o 00 00
BASE PLATE 1 2'-4" DIA 0.5" PL, 304 SS #4, BRUSHED ° 0 0 0 0 00
STIFFENER o00 000 00 Oo 000 0 00
ARTWORK PLAQUE 1 8" x 8" 0.25" BRUSHED ALUM. CUSTOM TEXT ADDED �o o°O° oO000 0°0 0 00°0
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NOTE: 1 ALL WELDS FULL STRENGTH AND CONTINOUS. 2 ALL VISABLE WELDS GROUND BACK AND POLISHED TO MATCH ADJACENT o°° °°° °00°° 000000 °o°°o° °0
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TO FABRICATION. BRACKET o 0 0 0
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PROJECT NAME
r BLOOM
ALAN ROW
22690 STEVENS CREEK BLVD.
CUPERTINO, CA
0'-8" 95014
BRUSHED ALUMINUM OWNER:
LLC
Enterprise,
STAINLESS STEEL NUTS AND WASHERS Alan
BLOOM (ACORN OR SIMILAR PROVIDED BY ARTIST) Contact: Ali Mozaffari, President
9" (510) 324- 7600
EXAMPLE TEXT LIGHTING (BY OWNER)
BASE FRAMES
Lorem ipsum dolor sit amet, consectetur adlpicing SHEET TITLE
slit, sed do euismod tem or incididunt un labore et � BASE PLATE DECORATIVE GRAVEL OR SECTION, SCHEDULE OF PARTS,
p PAVING (BY OWNER) ARTWORK PLAQUE
dolore magna aliqua. Quis ipsum suspendisse 13 CD
LANDSCAPE BORDER (BY OWNER)
ultrices gravida. Risus commodo viverra maecenas
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PLANTING (BY OWNER)
Lorem ipsum dolor sit amet, consectetur adlpicing
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ARTIST: Jason Kelly Johnson & Nataly Gattegno � � �� p� �
FUTUREFORMS 12023 1 #BLOOM FOUNDATION (SEE STRUCTURAL DRAWINGS) � � DRAWING SCALE
o AS NOTED ON DRAWINGS
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SHEET SIZE: 24 x 36
OC o C
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DATE ISSUED
6/23/2023
ARTWORK PLAQUE SECTION I II
0 6 11
NTS SCALE: 1"=1' �t
I. GENERAL V. STRUCTURAL STEEL IX. SPECIAL INSPECTION PROGRAM REVISIONS BY:
FERCommunity D velopment'Department
Planning ivisiop.-Cu)UPP60ABLE CODE: 1. MATERIALS: 1. CONCRETE PLACEMENT AND TESTING (CONTINUOUS INSPECTION DURING INSPECTION OF
CUPERTINO �PPROVED ALL OTHER ROLLED SHAPES, PLATES & BARS: TYPE 316 SS APPLICATION TECHNIQUES AND SAMPLING):
Case# AS 2023-001 CALIFORNIA BUILDING CODE, 2022 EDITION (CBC). PIPE TYPE 316 SS A. CONCRETE SHALL BE SAMPLED AND TESTED FOR QUALITY CONTROL DURING THE
A p p I i ion Number(s) HOLLOW STRUCTURAL SECTIONS (HSS) TYPE 316 SS PLACEMENT OF CONCRETE AS FOLLOWS:
2. THESE GENERAL NOTES APPLY EXCEPT WHERE SPECIFICALLY SHOWN BY NOTES ON MACHINE BOLTS TYPE 316 SS (i) SAMPLING FRESH CONCRETE: COMPLY WITH ACI 318 SECTION 26.12.2.1.
Approval Body: Admi Hearing DRAWINGS AND/OR DETAILS. ANCHOR BOLTS (RODS) TYPE 316 SS (ii) SLUMP: ASTM C143: ONE TEST FOR EACH LOAD AT POINT OF DISCHARGE
Approval Date 01/30/24 OF CHUTE; AND ONE FOR EACH SET OF COMPRESSIVE STRENGTH TEST
Signature G n PaQIO NnTFC ANTI DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES 2. FABRICATION AND CONSTRUCTION SHALL CONFORM TO THE STEEL CONSTRUCTION SPECIMENS.
M O'""'age' AND TYPICAL DETAILS. MANUAL, SPECIFICATIONS AND CODES, 13TH EDITION, BY AMERICAN INSTITUTE OF STEEL iii COMPRESSIVE TEST SPECIMEN: ASTM C31: ONE SET OF 4 STANDARD
CONSTRUCTION (AISC). CYLINDERS FOR EACH COMPRESSIVE STRENGTH TEST, UNLESS OTHERWISE
4. THE CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER DIRECTED. MOLD AND STORE CYLINDERS FOR LABORATORY CURED TEST
DISCIPLINES WITH REFERENCE TO MATERIALS, LAYOUT, DIMENSIONS AND ELEVATIONS 3. WELDING: SPECIMENS EXCEPT WHEN FIELD-CURE TEST SPECIMENS ARE REQUIRED.
BEFORE STARTING WORK, AND ANY DISCREPANCIES SHALL BE REPORTED TO THE A. ALL SHOP AND FIELD WELDING SHALL BE IN ACCORDANCE WITH STRUCTURAL B. REPORT TEST RESULTS IN WRITING TO THE ENGINEER, ARCHITECT AND THE
ARCHITECT FOR DIRECTION. STEEL WELDING CODE, AWS D1.1. CONTRACTOR ON THE SAME DAY THAT TESTS ARE MADE. REPORT OF
B. 70 KSI ELECTRODES SHALL BE USED AT ALL WELDED STEEL CONNECTIONS. COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION Iy to
5. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND DIMENSIONS AS SHOWN ON C. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONTRACTOR, C ^ ha
DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATION THAT WILL MODIFY THE D. A WELDING PROCEDURE SPECIFICATION (WPS) SHALL BE DEVELOPED WITH THE NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION Ln
STRUCTURAL SYSTEM OR ANY STRUCTURAL ELEMENT TO THE STRUCTURAL ENGINEER. INFORMATION REQUIRED BY AWS D1.1. THE WPS SPECIFICATION SHALL BE OF CONCRETE BATCH IN THE STRUCTURE, DESIGN COMPRESSIVE STRENGTH AT o
SUBMITTED TO THE ENGINEER FOR REVIEW, AND SHALL ALSO BE PROVIDED TO 28 DAYS CONCRETE MIX PROPORTIONS AND MATERIALS; COMPRESSIVE BREAKING r o oN
6. DETAILS AND NOTES SHOWN IN THIS SET OF DRAWINGS AND TITLED "TYPICAL" ARE THE OWNER ARCHITECT AND BUILDING OFFICIAL. THE WPS SHALL INCLUDE A STRENGTH AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS. •� N
TYPICAL AND SHALL APPLY UNLESS OTHERWISE NOTED. TYPICAL DETAILS REPRESENT LIST OF THE POSITION, ELECTRODE STICKOUT, VOLTAGE AND AMPERAGE (WITH C. ADDITIONAL TESTS: THE TESTING SERVICE SHALL MAKE ADDITIONAL TESTS OF -� a_;ca O 2H2
THE GENERAL INTENT FOR ALL DETAILING NOT NOTED OR SHOWN IN SPECIFIC DETAILS ACCEPTABLE LIMITS), BEAD SIZE, WELD SEQUENCE, STRESS RELIEVING AND IN-PLACE CONCRETE WHEN TEST RESULTS INDICATE THE SPECIFIED CONCRETE 0 cc
•--- ___� o"- N `W
OR ON PLANS. OTHER PERTINENT DATA. STRENGTHS AND OTHER CHARACTERISTICS HAVE NOT BEEN ATTAINED IN THE 0 =o co 260
E. ALL WELDS SHALL BE STARTED AND ENDED ON RUNOFF TABS WHERE PRACTICAL. STRUCTURE. THE TESTING SERVICE SHALL CONDUCT TESTS TO DETERMINE W l V CO 7 coo
7. THE STRUCTURAL DRAWINGS INDICATE PRINCIPAL CONSTRUCTION DETAILS BUT DO NOT ALL RUNOFF TABS SHALL BE REMOVED. ADEQUACY OF CONCRETE BY CORED CYLINDERS COMPLYING WITH ASTM C42, OR ,max .N N d
ILLUSTRATE EVERY CONDITION. DETAILS OF CONSTRUCTION NOT SPECIFICALLY SHOWN F. WELD DAMS SHALL NOT BE ALLOWED PER AWS D1.1. BY OTHER METHODS AS DIRECTED BY THE ENGINEER. OWNER SHALL PAY FOR �^
SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS OR TYPICAL G. OWNER SHALL RETAIN A TESTING LABORATORY TO INSPECT AND TEST WELDS SUCH TESTS CONDUCTED, AND IF ANY UNACCEPTABLE CONCRETE IS VERIFIED, L H`n O -�
DETAILS. (SHOP AND FIELD) AS FOLLOWS: TEST COST WILL BE BACK CHARGED TO THE CONTRACTOR. Q. s�
(1) PROVIDE SPECIAL INSPECTION FOR ALL WELDS. L J M N U V m h d-
8. DO NOT SCALE STRUCTURAL DRAWINGS, USE WRITTEN DIMENSIONS. IF DIMENSIONS (11) MEASURE 25% OF FILLET WELDS AND CHECK FINAL PASS OF 25% OF 2. REINFORCEMENT PLACEMENT (PERIODIC INSPECTION): SPECIAL INSPECTOR SHALL L 14-0 It c W ? dam
ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT. MULTI-PASS FILLET WELDS AND PARTIAL PENETRATION WELDS BY OBSERVE PLACEMENT OF REINFORCEMENT INCLUDING REBAR SIZE, GRADE, SPACING, �""N H z -,=§
MAGNETIC PARTICLE TESTING. CLEARANCES AND SECURITY DURING THE CONCRETE PLACEMENT OPERATION. SPECIAL Wco
N W O
9. DIMENSION LINES ON STRUCTURAL DRAWINGS ARE TO CENTER LINES OF ELEMENTS, (III) TEST ALL COMPLETE PENETRATION WELDS ULTRASONICALLY. INSPECTOR SHALL OBSERVE THAT REINFORCING IS FREE OF DIRT, MUD OR OTHER c� d W
UNLESS OTHERWISE NOTED. H. ALL DEFECTIVE WELDS, AS ESTABLISHED FROM INSPECTION AND TESTING SHALL MATERIALS PRIOR TO CONCRETE PLACEMENT. D dot
BE GROUND OUT, REPAIRED AND RETESTED AT THE CONTRACTOR'S EXPENSE. °Ew^ ( ram.
10. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS WITHOUT THE 3. BOLTS INSTALLED IN CONCRETE (CONTINUOUS INSPECTION DURING PLACEMENT): a_ o
028
APPROVAL OF THE STRUCTURAL ENGINEER UNLESS SHOWN ON STRUCTURAL DRAWINGS. 4. BOLT HOLES IN STEEL SHALL BE 1/16" LARGER THAN BOLTS, U.O.N. BOLT HOLES IN SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTION PRIOR TO AND DURING THE Ld
COLUMN BASE PLATES MAY BE OVERSIZED PER AISC REQUIREMENTS. ALL BOLT PLACEMENT OF CONCRETE AROUND BOLTS. y=
11. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED HOLES SHALL BE DRILLED OR PUNCHED. BURNING OF BOLT HOLES IS NOT ~ ~"
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. PERMITTED. 4. WELDING (PERIODIC INSPECTION): SPECIAL INSPECTION OF WELDING SHALL BE IN
ACCORDANCE WITH THE 2022 CBC, SECTION 1704, AWS D1.1 AND NOTE V.3 ON THIS
12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PROVISIONS FOR 5. ALL HIGH STRENGTH BOLTS SHALL BE FULLY TENSIONED, U.O.N. SHEET. INSPECTOR SHALL PERFORM OR OBSERVE THE FOLLOWING: o QROFESS/p4,q
CONSTRUCTION ACCESS AND METHODS OF CONSTRUCTION. THE GENERAL CONTRACTOR A. PERFORM VERIFICATION OF AVAILABILITY OF WPS AND MANUFACTURER ° �`�FNE�Y. Tl Fy
SHALL COORDINATE REQUIREMENTS FOR ACCESS OPENINGS, RAMPS, CRANE SUPPORTS, 6. BEFORE FABRICATION, SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE CONSUMABLE CERTIFICATES. o �c? J�
AND ANY OTHER CONSTRUCTION ITEMS OR DEVICES WITH SUBCONTRACTOR(S) AND THE SUBMITTED TO THE ENGINEER FOR REVIEW. B. OBSERVE MATERIALS AND WELDER IDENTIFICATIONS. ° r�� L S3982 2 �,
ENGINEER. C. OBSERVE FIT UP OF FILLET AND GROOVE WELDS, AND CONFIGURATION AND a
VI. CONCRETE FINISH OF ACCESS HOLES. Expires Ires 06-30-23
13. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE D. OBSERVE USE OF QUALIFIED WELDERS. ° sT sTRUCT119,P\1�P
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE 1. CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 E. OBSERVE CONTROL AND HANDLING OF CONSUMABLES, NO WELDING OVER
LIMITED TO, BRACING, SHORING, GUYING OR OTHER TEMPORARY SUPPORT TO ENSURE DAYS: CRACKED TACK WELDS, ENVIRONMENTAL CONDITIONS, WPS IS FOLLOWED AND o 9TF�F CA1�FO�
CORRECT AND ACCURATE STRUCTURE GEOMETRY. FOR SLAB-ON-GRADE AND FOUNDATION CONCRETE: 3000 PSI WELDING TECHNIQUES OF WELDERS.
F. OBSERVE WELDS ARE CLEANED.
14. THE CONTRACTOR SHALL BE EXPECTED TO BE THOROUGHLY FAMILIAR WITH THE 2. SLUMP SHALL BE NOT LESS THAN 2" AND NOT MORE THAN 4". G. PERFORM VERIFICATION THAT WELDS MEET VISUAL ACCEPTANCE CRITERIA, NOTE o
BUILDING SITE CONDITIONS, GRADES, DRAWINGS AND SPECIFICATIONS, MATERIAL OF ARC STRIKES, VERIFICATION OF BACKING BARS REMOVAL, VERIFICATION OF
DELIVERY FACILITIES AND ALL OTHER MATTERS AND CONDITIONS WHICH MAY AFFECT 3. CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION UNTIL THE SECTION IS WELD TAB REMOVAL, VERIFICATION OF REPAIR ACTIVITIES.
THE OPERATION AND COMPLETION OF WORK. THE CONTRACTOR SHALL ASSUME ALL COMPLETE BETWEEN PREDETERMINED CONSTRUCTION JOINTS. CONCRETE SHALL BE OF H. PERFORM DOCUMENTATION OF ACCEPTANCE OR REJECTION OF WELDED JOINT OR °
RISKS CONCERNED WITH THE AFOREMENTIONED SITUATIONS, ACTIVITIES AND/OR A CONSISTENCY TO PERMIT PLACING INTIMATELY AROUND REINFORCING BARS AND MEMBER.
OPERATIONS. AGAINST FORMS.
X. STRUCTURAL OBSERVATION
15. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITY LINES AND 4. EXPOSED SURFACES OF CONCRETE SHALL BE KEPT MOIST OR CURED BY PROTECTIVE o
CONNECTIONS INCLUDING SEWER, WATER, GAS, AND ELECTRIC SERVICES BEFORE AND COVERINGS APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. STRUCTURAL OBSERVATION SHALL BE PERFORMED AT A MINIMUM AT THE FOLLOWING
DURING HIS WORK. STAGES OF CONSTRUCTION: rx
5. FORMS SHALL BE TIGHT, CLEAN AND WETTED BEFORE PLACING CONCRETE. A. AFTER INSTALLATION OF REINFORCING STEEL AND BEFORE PLACEMENT OF rj rj rj rj
0
16. THE CONTRACTOR SHALL CAREFULLY EXCAVATE (POTHOLE) TO VISUALLY VERIFY CONCRETE.
CLEARANCE FROM ALL UTILITIES AND SHALL PROTECT UTILITIES FROM HARM AS 6. ALL DEFECTIVE WORK SHALL BE REPAIRED BY THE CONTRACTOR AS SPECIFIED. B. AFTER INSTALLATION OF ARTWORK TO CONCRETE FOUNDATION. o Q
REQUIRED TO PREVENT DAMAGE AND TO MAINTAIN THEIR USE. CONSULT THE
ENGINEER IF UTILITY LINES, PIPING OR OTHER ELEMENTS CONFLICTING WITH THE WORK VII. REINFORCEMENT: W
ARE ENCOUNTERED.
1. REINFORCING STEEL: ° J
17. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO ENSURE THAT ALL #4 AND SMALLER BARS ASTM A615, GRADE 40
PROPERTY IS PROTECTED DURING CONSTRUCTION. ANY DAMAGED OR CHANGED #5 AND LARGER BARS ASTM A615, GRADE 60 0
CONDITIONS SHALL BE REPAIRED AND RESTORED TO THE PRE-CONSTRUCTION WELDED WIRE FABRIC ASTM A185 m
CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE AT HIS/HER OWN TIE WIRES ASTM A82, BLACK, SOFT-ANNEALED, 18GA OR HEAVIER Y
EXPENSE.
o W
2. REINFORCING BARS AND WELDED WIRE FABRIC SHALL BE FREE FROM LOOSE RUST OR LLJ
18. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB ANY OTHER COATING WHICH WILL DESTROY OR REDUCE BOND.
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, V
INCLUDING THE SAFETY OF ALL THE PERSONNEL AND PROPERTY. THIS REQUIREMENT 3. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER WHICH WILL
SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING INJURE THE MATERIAL, AND SHALL BE ACCURATELY PLACED AND POSITIVELY SECURED. 0 Q
HOURS. Z V
4. THE CLEAR DISTANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN f W
II. HAZARDOUS MATERIALS ON SITE 1-1/2 TIMES THE NOMINAL DIAMETER OF THE BARS, OR 1-1/3 TIMES THE MAXIMUM > O
SIZE AGGREGATE, NOR LESS THAN 1-1/2". �j Uj Z
1. TUAN AND ROBINSON, STRUCTURAL ENGINEERS ASSUMES NO RESPONSIBILITY FOR THE Q 0
MANAGEMENT OF HAZARDOUS MATERIALS THAT MAY BE ON THE SITE. THE 5. UNLESS OTHERWISE NOTED, LAP SPLICES OF BOTTOM FOOTING BARS SHALL BE cn
CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT PERSONNEL WITHIN THE STAGGERED AT LEAST 5-0" MINIMUM FROM LAPS IN OTHER BOTTOM FOOTING BARS.
WORK AREA ARE PROTECTED FROM EXPOSURE TO HAZARDOUS MATERIALS. IF STAGGER LAP SPLICES OF TOP FOOTING BARS SIMILARLY. 1 0 ( 0 Z � Uj
MATERIALS ARE DISCOVERED THAT MAY BE HAZARDOUS, THE CONTRACTOR SHALL O to
IMMEDIATELY NOTIFY THE OWNER AND CEASE WORK UNTIL CONDITIONS CAN BE 6. WHEN LAP SPLICING BARS REINFORCEMENT BARS OF DIFFERENT SIZES, USE THE J CM
MAINTAINED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS. LARGEST BAR LAP SPLICE LENGTH. ------------
J m Q N U
III. FOUNDATIONS 7. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE OF REINFORCING BARS SHALL BE AS CONCRETE PEDESTAL AND
FOLLOW: FOUNDATION FOR BLOOM _1. THE FOUNDATION DESIGNS ARE BASED ON THE REPORT GEOTECHNICAL REPORT FOR 3 WHERE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH ARTWORK o _ o
THE NEW DEVELOPMENT AT 22690 STEVENS CREEK BOULEVARD, CUPERTINO, CA BY GROUND
ACHIEVEMENT ENGINEERING CORP., 2455 AUTUMNVALE DRIVE, UNIT E, SAN JOSE, CA, 2" FOR #6 THROUGH #18 BAR WHERE CONCRETE IS EXPOSED TO WEATHER o S-2
DATED MARCH 3, 2020. OR IN CONTACT WITH GROUND
1-1/2" FOR #5 AND SMALLER BAR OR WIRE WHERE CONCRETE IS EXPOSED TO
2. ALLOWABLE FOUNDATION SOIL BEARING PRESSURE: WEATHER OR IN CONTACT WITH GROUND
STRIP FOOTING FOUNDATIONS - 18 INCHES MIN. WIDTH, 12 INCHES MIN. DEPTH 1-1/2" FOR PRIMARY REINFORCEMENT, STIRRUPS, TIES, SPIRALS, AND HOOPS IN BLOOM ARTWORK, SEE o Y
DEAD PLUS LIVE (INCLUDING WEIGHT OF FOUNDATION) 3300 PSF BEAMS, COLUMNS, PEDESTALS AND TENSION TIES NOT EXPOSED TO FUTUREFORMS DRAWINGS
TOTAL LOADS (INCLUDING SEISMIC OR WIND) 4400 PSF WEATHER OR IN CONTACT WITH GROUND FOR LOCATION.
1-1/2" FOR #14 AND #18 BARS IN SLABS, JOISTS AND WALLS NOT EXPOSED TO 0
3. LATERAL RESISTANCE ON STRIP FOOTING FOUNDATIONS WEATHER OR IN CONTACT WITH GROUND
ALLOWABLE LATERAL FRICTION RESISTANCE 40% 3/4" FOR #11 AND SMALLER BAR IN SLABS, JOISTS AND WALLS NOT EXPOSED
ALLOWABLE PASSIVE RESISTANCE 365 PCF TO WEATHER OR IN CONTACT WITH GROUND
THESE VALUES DO NOT INCLUDE A SAFETY FACTOR. A SAFETY FACTOR OF 1.5 Q
SHOULD BE USED AGAINST SLIDING IN THE DESIGN. THE FRICTIONAL AND PASSIVE 8. SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION AND
PRESSURE COMPONENTS MAY BE COMBINED, PROVIDED THE PASSIVE RESISTANCE PLACING OF REINFORCING STEEL.
DOES NOT EXCEED TWO-THIRDS OF THE TOTAL. THE TOP 24 INCHES OF SOIL 0
SHOULD BE NEGLECTED WHEN CALCULATING PASSIVE LATERAL EARTH PRESSURES VIII. SPECIAL INSPECTION 0
UNLESS THE AREA AROUND THE FOUNDATION IS COVERED WITH PAVEMENT. J
1. THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR TO PERFORM SPECIAL INSPECTION EnIV. DESIGN CRITERIA - FOR NEW CONSTRUCTION ONLY IN ACCORDANCE WITH SECTION 1704 OF THE 2022 CBC AS A MINIMUM. THE SPECIAL +
INSPECTOR SHALL BE FROM AN APPROVED SPECIAL INSPECTION AGENCY. THE + o Q
3 1. DEAD LOADS (DL) FOLLOWING ITEMS OF WORK REQUIRE SPECIAL INSPECTION: Ll Z
STRUCTURE AS CALCULATED A. VERIFICATION OF SOIL CONDITIONS - BY GEOTECHNICAL ENGINEER OF RECORD + Q
N B. CONCRETE
2. WIND LOADS C. REINFORCING STEEL co
j Fh = qh x (G*Cf) x As (SOLID SIGNS) D. BOLTS INSTALLED IN CONCRETE W
o, E. STRUCTURAL WELDING + 0 0
OCCUPANCY CATEGORY II
o BASIC WIND SPEED 91 MPH 2. THE TESTING AND INSPECTION AGENCY SHALL COMPILE TESTING AND INSPECTION + Z
a EXPOSURE B REPORTS DETAILING THE ITEMS OF WORK WHICH HAVE BEEN INSPECTED. A COPY OF + J Z
G = 0.85 Cf = SEE WIND LOAD CALCS THE REPORTS SHALL BE SENT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER AND Q J CONTRACTOR FOR REVIEW. J
-i-I 3. SEISMIC - SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS
3 Fp = 0.4*ap*SDS*Wp / (Rp/lp) * (1 + 2*z/h) W
is Fp <= 1.6*ap*SDS*Wp Z W
CL S
Fp >= 0.3*ap*SDS*Wp W ~
tom Fp = 0.730 Wp (STRENGTH) = 0.511 Wp (ALLOWABLE STRESS) + 0 cn
co SIDS 1.825 ap = 2.5 Rp = 2.5 0
co Ip = 1.00 Wp = 500 LBS
i NORTH 3 �06 23 2023
o SCALE
N + AS NOTED
_o DRAWN
i o ET
CHECKED
AR
BLOOM ARTWORK SITE P AN SHEEr
N J
S.1
Z
H
OF 2 SHEETS
EL I.L.
24" x 36" SHEET SIZE. IF SHEET IS SMALLER, THEN DRAWING HAS BEEN REDUCED.
Community D velopment Department
11-21 Planning ivision-Cupertino 4 REVISIONS BY:
CUPERTINO PPROVED
Case# AS -2023-001 �y 606
Applic ion Number(s)
d
135° BEND DIAMETER "D" a °° ° d °
Approval Body: Admi Hearing °
Approval Date 01/30/24 BEND
p STIRRUPS & ALL OTHER
Signature G n Paolo BAR SIZE TIES BARS ° d d4.
° CIRCULAR CONCRETE
BLOOM ARTWORK, SEE d °
M "agef #3 THRU #5 4 Db 6 Db FUTUREFORMS DRAWINGS ° ^ a PEDESTAL
Db #6 THRU #8 6 Db 6 Db
#9 , #10, #11 8 Db 8 Db
°
BEND #14, #18 10 Db 10 Db
POST TO /' d CONCRETE FOUNDATION o
BASE PLATE 3/16 U N y
—6Db FOR #5 AND SMALLER O C
0
12Db FOR #6 AND LARGER ° d c i c � ooN
STIRRUPS AND TIE HOOKS D
„ „ 2 _° 4 Cam;E< O =No
° O•C°3oU. N
L ccrr
D ° S-2 WO WA= co
12
2 o N 12 ° ° W `UN N
- rL..OI N
d ° L. f/1 Ln
° 1 °c�0+ N
4 Db OR 2'-4"0 x 1/2" THICK CIRCULAR ° STAINLESS STEEL ROUND U'n U.�
2-1/2" MIN. a 7 m
STAINLESS STEEL BASE PLATE w/ ° °° HSS6.000x0.250 OR 6"0 M,; co W . aL
180° HOOK 90° HOOK (8) - 5/8"0 x 12" LONG - u ° STD PIPE COLUMN �tAVchIF-
STAINLESS STEEL THREADED ROD. ° :a a d d °
° ° d U m w$
° ° d W a=
TYPICAL BAR OFFSET & HOOKS TYPICAL COLUMN af
o goo
d' W ddw
BAR OFFSET 0°�
W OL
(n v w
� w5 a
NOTES: 1. "Db" IS THE NOMINAL DIAMETER OF THE BAR BEING BENT OR SPLICED.
TYPICAL BAR BENDING DETAILS ARTWORK BASE PLATE Q?,OFESS/pNq�
5 2
CONNECTION
J
"?NoL
. S3982
xpires 06-30-23
S�gTTRUO T��P���P
C Ab
STAINLESS STEEL BASE PLATE STAINLESS STEEL COLUMN • °
6 0 °
z AND THREADED RODS. CUTTOP OF CONIC.
TOPS OF THREADED RODS AS ° ° �p 0O 00• OO
00 0000 00000
REQUIRED, 3 THREADS MIN. OO O 0000
° O 00 ap O 0 0 e o
ck: I I BLOOM ARTWORK, SEE OO 0
STAINLESS STEEL SHIM I I I FUTUREFORM DRAWINGS p�0 ®�_�° O 000
WASHER BY INSTALLER I I I O��QUO Do0Oo p0 L'0'- a 0 00000
DECORATIVE GRAVEL AS REQUIRED I I CIRCULAR CONCRETE O 00 p� • p O Oo0 00
LAYER BY OTHERS I I I PEDESTAL, HAND TROWEL 4 O p 0 0
OTHERWISE
RWI UNLESS - I I I FINISH SMOOTH �00 Op0p0�O 000 0 '
OTHERWISE d d d
NOTED ON PLAN NUT ABOVE I 00 00� 0
OR DETAILS AND BELOW •0 O O (D 0 O
ANCHOR PLATE �. . . . . ° 0 00
ANCHOR PLATE 00
C) . . . . . d O O 0 C)
SEE SCHEDULE - d Ci'0 O� 0 00000 •po0po 000o Q
- - -- - - -- -.— _.—I �. - �O 0 O 0000 00 00
z TI TIT 1 o 5ITI=TIT i— =- - - -- - - -- - • o 00 oo 00 00 ° W
� —I 11 � ° (8) #6 VERTICAL BARS AND �° o° °o o ° J
. Lh- -
THREADED ROD I „ #3 CIRCULAR TIES AT 4" o� °o ° O
3 CLR. o.c.. EXTEND AND HOOK o 00 00 0 0 o • �
HEADED ANCHOR HOOKED ANCHOR WITH ANCHOR PLATE a VERTICAL BARS INTO °°
°. d FOUNDATION. o • • 0 0 0 00 Ljj
°° °°° °° °o BLOOM ARTWORK, SEE W
ANCHOR SCHEDULE ° �° °°o a°
FUTUREFORMS DRAWINGS
ANCHOR DIA. (d) HOOK LEN. Lh ANCHOR PLATE SIZE _ o •• FOR LOCATION. V
5 8 2 2 x 2 x 1 4 � 3 C #4 TOP BARS AT 12" o.c. EA. ° O Z Q
3 4 2 2 1 2 x 2 1 2 x 5 16 WAY AND #6 BOT BARS AT 12" (�
a • ; • o.c. EA. WAY. HOOK BOT BARS W
78 3 234' x234' x516 a ° AT ENDS OF FOUNDATION. ° Q
1 3' 3 x3' x38' • LU Z
1 1 8 3 1 4 3 1 2 x 3 1 2 x 7 16 ° M Q O
1 1 4 3 1 2 4 x 4 x 1 2
NOTES: ° O Z CD LU
1. TYPE OF ANCHOR ROD USED IS AT CONTRACTOR OPTION EXCEPT AS NOTED BELOW. ° ° O Q
2. THREADED ROD WITH ANCHOR PLATE SHALL BE USED AT ALL MOMENT FRAME COLUMNS. ° • J J N
STANDARD ANCHOR BOLTS PEDESTAL AND FOUNDATION 3
7 4 s-2
SECTION '" -°" °
°
J_
Q
° W
Q
Z
LAP SPLICE LENGTH LAP SPLICE LENGTH O
3000 psi & 40 ksi 3000 psi & 60 ksi 2 Q
SIZE TOP BARS OTHER BARS SIZE TOP BARS OTHER BARS m n m S-2
#3 19 16" #3 28" 22"
o r o o z �
#4 25" 19" #4 38" 29" Q
�� �� T.O. PEDESTAL =
#5 47 36 BLOOM ARTWORK, SEE 1'-0"0 x 1/2" THICK a LL
#6 56" 43" FUTUREFORMS DRAWINGS CIRCULAR STAINLESS STEEL T.O. PAVING, S.A.D. Q
#7 81" 63" CAP PLATE I°°IJ Z
d Q
#8 93 72 . . . . . . . . . . . . . . . . ° v ° a
#9 105„ 81„ - - - - - - - - - - LU
. . . . . . . . . . . . . . . . . . . . . . . . . ._._I. . . . . . . . . . . . . . . . . . . . . . . . . . . .
N — ri�riT—n r�ITi�TiTi-- - - - - - - - - - - - Y z
#10 118" 91" /
#11 131 101
—III d ° IIII J
O �
SEE SCHEDULE ° ° 3'-0"0 x 18" THICK CIRCULAR Z
CONCRETE PEDESTAL FOR O
c FOR LAP LENGTH a ° d BLOOM ARTWORK BASE PLATE
n ° F—
c ° d°
U
o ° 5'-0" x 5'-0" x 18" THICK O Z
a 1 1 2 DIA. OR TIE BARS TOGETHER CONCRETE FOUNDATION FOR O �
E STAGGER LAPS, TYP. BLOOM ARTWORK. J O
S STAINLESS STEEL ROUND m LL-
°° LAP 3/16 1-3 HSS6.000x0.250 OR 6"0 ° a d d
8 STD PIPE COLUMN a ��
I i NOTES: 1. TOP BARS REFERS TO HORIZONTAL REBAR LOCATED SUCH THAT 06 23 2023
0 o MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE SPLICE
N 2. "OTHER BARS" REFERS TO VERTICAL REBAR AND TO HORIZONTAL SUBGRADE PREP PER �_0»
o REBAR LOCATED SUCH THAT 12 OR LESS OF FRESH CONCRETE IS DRAWN
CAST BELOW THE SPLICE GEOTECHNICAL REPORT
U CHECM
7
N� LAP SPLICE DETAIL ARTWORK CAP PLATE BLOOM ARTWORK ELEVATION AR
N' 6 3 1 '�
Q AND SCHEDULE CONNECTION '" '-°" -°" S-2z
of 2 SHEETS
D-LL.
24" x 36" SHEET SIZE. IF SHEET IS SMALLER, THEN DRAWING HAS BEEN REDUCED.