HomeMy WebLinkAbout2456 TOWN GARDEN RD; ; PREV2017-0209; Permit4LCity of
Carlsbad
Print Date: 04/24/2019 Permit No: PREV2017-0209
2456 Town Garden Rd
BLDG-Permit Revision
2132600200
$ 0.00
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title
Description:
Work Class: Residential Permit Revisi Status: Closed - Finaled
Lot #: Applied: 09/14/2017
Reference #: DEV2016-0015 Issued: 10/03/2017
Construction Type Permit 04/24/2019 Finaled:
Bathrooms: Inspector: PBurn
Orig. Plan Check #: CBC2016-0049 Final
Plan Check #: Inspection:
VIASAT BRESSI RANCH CAMPUS
VIASAT: DEFERRED STEEL BARRIER CABLES & SUPPORTS
Applicant: Owner: Contractor:
DANIEL SKINNER VIASAT INC A DELAWARE CORPORATION THE WHITING TURNER CONTRACTING CO
6155 El Camino Real
619-461-9800 CARLSBAD, CA 92009
760-476-2200 858-792-0600
FEE AMOUNT
MANUAL BUILDING PLAN CHECK FEE - $300.00
Total Fees: $ 300.00 Total Payments To Date: $ 300.00 Balance Due: $0.00
Building Division
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov
(r,of PLAN CHECK REVISION OR Development Services jY DEFERRED SUBMITTAL Building Division
Carlsbad APPLICATION 1635 Faraday Avenue
760-602-2719 B-I 5 www.carlsbadca.gov
Original Plan Check Number CBC2016-0049 Plan Revision Number PR-VcO 17 0 209
Project Address ViaSat Bressi Ranch Campus, 2501 Gateway Road, Carlsbad, CA 92009
General Scope of Revision/Deferred Submittal: DEFERRED SUBMITTAL for ViaSat Bressi Ranch Parking Structure
P-i Steel Barrier Cables &
CONTACT INFORMATION:
Name Daniel Skinner Phone (619) 461-9800 Fax (619) 461-9905
Address 9038 Jamacha Rd City Spring Valley, QA Zip 91977
Email Address Daniel@pciron.net
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1 . Elements revised: R3 Plans R3 Calculations J Soils fl Energy fl Other
2.
Describe revisions in detail
3.
List page(s) where each
revision is shown
Whiting-Turner Transmittal No 00471 Page 1
Erection Drawings EO-El, E14-E20, E38 Pages 2-11
Embed Plan Drawings EM1-EM4. EM7-EM8 Pages 12-17
Shop Drawings 105,116,119,123, 125-129, 131-136,154-155,160,170-176 Pages 18-42
Shop Drawings M142-M147, M149-M156, M158-M159, M161 Pages 43-59
Calculations for 17181 A VIASAT INC. Parking Structure Cable Rails (12 Pages) Pages 60-71
Does this revision, in any way, alter the exterior of the project? D Yes No
Does this revision add ANY new floor area (s)? Yes KD No
Does this revision affect any fire related issues? Yes No
Is this a complete set? 0 Yes D No
%D/' )KSignaturez~~~~~Date 9-fq-17
1635 Faraday Avenue, Carlsbad, CA 92008 Et: 760-602-2719 f: 760-602-8558 Email: building@carlsbadca.gov
www.carlsbadca.gov
EsGil Corporation
In (Partnership with government for Building Safety
1'
DATE: SEPT. 22, 2017
JURISDICTION: CARLSBAD
PLAN CHECK NO.: C2016-0049 (REV. #2) - PREy. 2017-0209
PROJECT ADDRESS: 2456 TOWN GARDEN ROAD
PROJECT NAME: FOUR-LEVEL OPEN PARKING GARAGE
LI #PPLICANT
URIS.
LI PLAN REVIEWER
LI FILE
SET:I
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at EsGil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
DON TAYLOR AlA
EsGil Corporation staff did not advise the applicant that the plan check has been completed.
EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: DON TAYLOR AlA Telephone #: 510-473-0300
Date contacted: 'by:1D Email: dtaylor(ipd-oak.com
Mail Telephone Fax In Person
REMARKS: Steel Barrier Cable & Support plans and calculations - a deferred submittal:
package - are under this permit.
By: ALl SADRE, S.E. Enclosures:
EsGil Corporation
LI GA LI EJ L] MB 0 PC 9/18
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
CARLSBAD C2016-0049 (REV. #2) - PREy. 2017-0209
SEPT. 22, 2017
[DO NOT PAY- THIS IS NOTAN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: CARLSBAD PLAN CHECK NO.: C2016-0049
(REV. #2) - PREy. 2017-0209
PREPARED BY: ALl SADRE, S.E. DATE: SEPT. 22, 2017
BUILDING ADDRESS: 2456 TOWN GARDEN ROAD
BUILDING OCCUPANCY: S2; I-B/SPR.
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
PARKING 209524
GARAGE
Air Conditioning 209524
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code lOB IBY Ordinance I
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance : I $300.00
Type of Review: 0 Complete Review o Structural Only
El Repetitive Fee
Repeats
* Based on hourly rate
O Other
Hourly 2 Hrs.@*
EsGil Fee $120.00 I $240.00
Comments:
Sheet 1 of 1
macvalue.doc +
Wr Whiting-Turner Contracting Co PROJECT MANAGEMENT 3911 Sorrento Valley Blvd. Suite 100 Transmittal
WHITING-TURNER Diego CA 92121 TURNER USA No 00471
PROJECT: ViaSat Bressi Ranch Campus DATE: 09/11/2017
To: CDS Architects, Inc. dba Smith Consulting Architec RE: P1 Steel Barrier Cables and Supports R3
13280 Evening Creek Dr E #225
San Diego CA 92128
United States
ATTN: Arati Rangaswamy JOB: 016530
WE
\/
ARE I1ISENDING:
Shop Drawings '/
SUBMITTED JFOR:
Approval - Approved as Submitted
- Letter Your Use
- Approved as Noted
- Prints - As Requested
- Returned After Loan
- Change Order
- Review and Comment - Resubmit
- Plans
- Submit
- Samples EIISYthi
- Returned
- Specifications 's/ Attached I I Separate Cover
- Returned for Corrections
- Other: Other: E-MAIL v' Due Date: 09/12/2017
V Submittal: - Other:
Line Item Package Code Rev. OTY Date Description Status
1 Submittal P1-020 055000-03 4 1 09/11/2017 P1 Barrier Cables & Supports - Shop 03. Submitted
Drawings
2 Submittal P1-020 055000-04 4 1 09/11/2017 P1 Barrier Cables&Supports - 03. Submitted
Calculations
3 Submittal P1-020 051223-01 4 1 09/11/2017 P1 Barrier Cables & Supports - Embed 03. Submitted
Shop Drawings
L I
REMARKS:
4 2017
CC: ouli /'RLSBAO
DIVISION
Revised sheets in this submittal include the following:
E18
E20
Embed 119
Embed C160
Revised Calculations
THIS DOCUMENT HAS BEEN REIEWED FOR CONFORMANCE
WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE
WITH THE CONTRACT DOCUMENTS. THIS REVIEW IN NO WAY
RELEASES THE SUBCONTRACTOR/SUPPLIER FROM
RESPONSIBILITY TO ADHERE TO THE REQUIREMENTS OF THE
CONTRACT DRAWINGS, INCLUDING ALL DIMENSIONS AND
QUANTITIES.
REVIEWED BY, cgage
DATE, 0911112017
SUBMITTAL PKG NO.: VBR Submittal P1-020-055000 - 03 - Steel
Barrier Cables & Sspports.pdl
THE WHITING-TURNER CONTRACTING COMPANY
Contractor shall field verity all dimensions in accordance with the
contract documents
Signed:
Charles Gage
These documents have been reviewed for general
conformance with the design concept of the project
and general compliance with the information given in
the contract documents. Responsibility for the
design shown on these documents rests with the
individual whose professional seal appears hereon.
Reviewed by: CJ
Date: 09/11/2017
CULP & TANNER, INC.
F, d 7~_ 9 -1- Is =s4 o l'
0
*111, ~
GSSI
Structural Engineers
Calculations for
17181A
VIA.-SAT INC
Parking Structure Cable Rails
Carlsbad, CA
These documents have been reviewed for general
conformance with the design concept of the project
and general compliance with the information given in
the contract documents. Responsibility for the
design shown on these documents rests with the
individual whose professional seal appears hereon.
Reviewed by: CJ
Date: 09/11/2017 CULP & TANNER, INC.
PACIFIC COAST IRON
9038 Jamacha Road
Spring Valley, CA 91997
Phone: 619461-9800
August 23, 2017
-,OGSSI
Structural Engineers
Scope of Work:
The structural calculations scope is limited to the parking structure cable rails.
GSSI Job No 17181A ViaSat Cable Rails Page 1 of 11
09/04/2017
IN
18-0 18-0 18-0 IW-0 180 18-0 18-0 18-0 1_18-0 18-0 1 f lL150J f j
H
-
• Ex
I L I
1 ..S
EEL . _.
EEE2&E3 FOR I I I! £ SEE E7AI8FOR
ELEVATOR/STAIR 2 PLAN'I
—
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• L1o8ft j ! 1
I I
cc - - — ---- — - • 1,
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co
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.'- - • - ' ..0 cr
2) I (E13(EL-&14)
*\ 9&1 2 I
IYI
AFT, 1=1 JET—
-'cci Sheet________
Project GSSI No._______
Eng Date
Cable Barrier Design - Rail #1
Total Length of Cable (L)1 72 1feet
Length Between Supports (I) 18 feet
Total Number of Cables (n) 11
Total number of cables resisting load (N) 3
Width of impact zone (b) 12 inches
Area of single cable (A) 0.153 ]in
Area of cable resisting load 0.459 in
Cable Ultimate Tensile Strength (F)[5ooi psi
0.9 x F 225000 psi
Cable Modulus of Elasticity (E) 2850000] psi
Weight of Car 5000 lbs
Mass of Car 155.2795 lb-sec2/ft
Velocity1 S1 mph
Velocity 7.335 ft/sec
Prestressing Cable Force (Fe)[pO0.00 lbs
I{7T—F l[('T—F" Ill
11
e IL+l—b Ill e IL L2AE) 2AE
tdesign o
12987 lbs 3 locations and 2 kips
I.kadOK at locations
Max Single Cable Tension (T) = 12987 I
Cable Strength Factor of Safety 2.7 OK
Cable Deflection (a) = 14.9 in
Defection Less Than 18 inches OK
6000 lb load stress at Deflection 7228 lbs
(1) Value Greater than CBC required 6000
Total Cable Anchorage Load at Ends= 54960.3 lbs
Final Effective Prestressing Cable Force (Fe)= 2000.00 lbs
Note: Cable installer to determine required jacking force to achieve final
prestressing cable force (Fe) accounting for expected seating loss in cable
meets CBC
requirements
GSSI Job No 17181 A ViaSat Cable Rails Page 3 of 11 09/04/2017
GSSI Sheet______
Project GSSI No.___________
Eng Date___________
Cable Barrier Design - Rail #2
Total Length of Cable (L) 144 ifeet
Length Between Supports (I) 18 feet
Total Number of Cables (n) 11
Total number of cables resisting load (N) 3
Width of impact zone (b) 12 inches
Area of single cable (A) 0.153 in
Area of cable resisting load 0.459 in
Cable Ultimate Tensile Strength (F)l 250000 psi
0.9 x F 225000 psi
Cable Modulus of Elasticity (E) 28500000 psi
Weight of Car 500QJ lbs
7.7
Mass of Car 155.2795 lb-sec2/ft
Velocity1 5 :1 mph
Velocity 7.335 ft/sec
Prestressing Cable Force (Fe)L2000.00 1 lbs
Max Single Cable Tension (T) = 9183 lbs
Cable Strength Factor of Safety 3.7 OK
Cable Deflection (a) = 17.1 in
Defection Less Than 18 inches OK
l[(T—F
I[(
T—F a= Ill IL+l—b e IL
2AE) R 24E)
6000 lb load stress at Deflection 6316 lbs < 9183 lbs
(T Value Greater than CBC required 6000 lb load OK
Total Cable Anchorage Load at Ends= 43549.3 lbs
Final Effective Prestressing Cable Force (Fe)= 2000.00 lbs
Note: Cable installer to determine required jacking force to achieve final
prestressing cable force (Fe) accounting for expected seating loss in cable
GSSI Job No 17181 A ViaSat Cable Rails Page 4 of 11
09/04/2017
1[(T—F a= Ill e IL+l—b IL2AE) ].2AE)
GSSI Sheet
Structurol
______
EflCfl..,. Project GSSI No.__________ Eng Date -
Cable Barrier Design - Rail #3
Total Length of Cable (L)[ 7
18feet
feet
Length Between Supports (1)1
Total Number of Cables (n) 11
Total number of cables resisting load (N)
Width of impact zone (b) 12 inches
Area of single cable (A) [0.153 in
Area of cable resisting load 0.459 in
Cable Ultimate Tensile Strength (F)[qjJ psi
0.9 x F 225000 psi
Cable Modulus of Elasticity (E) F85000001p5i
Weight of Car5000 J lbs
Mass of Car 155.2795 lb-sec2/ft
Velocity 5 Jmpi
Velocity 7.335 ft/sec
Prestressing Cable Force (Fe)[000.00' lbs
Max Single Cable Tension (T) = 10604 lbs
Cable Strength Factor of Safety 3.2 OK
Cable Deflection (a) = 16.2 in
Defection Less Than 18 inches OK
6000 lb load stress at Deflection 6666 lbs < 10604 lbs
(1) Value Greater than CBC required 6000 lb load OK
Total Cable Anchorage Load at Ends= 47811 lbs
Final Effective Prestressing Cable Force (Fe)= 2000 lbs
Note: Cable installer to determine required jacking force to achieve final prestressing
cable force (Fe) accounting for expected seating loss in cable
GSSl Job No 17181A ViaSat Cable Rails Page 5of 11
09/04/2017
(cA
CM 0 Us ILAJ)
3/c A4 ~c
rt
OGSSI
Structural Engineers
SHEET
PROJECT GSSI NO.
ENGR
Use fully developed #6 bars
welded to embed plate with cut
HSS for cable connection C,YM JAJC.
ii- 'T' •'y'L,' CoL 13'i' Cftflir)
sy
MAIO TW
173 K L 00TJP CT
rnAe it QocA1-.vSQ)
AIL
C
-_-
-. C4
11N
co
7S.'- cr'N-2
!LZ4 t/i"•? j.c7S I1ooI Iv-
GSSI Job No 17181A ViaSat Cable Rails Page 6 of 11
09/04/2017
C. COLUMN
EMBED PLATE ANGLE 14y )/
PER PLAN
CABLE PER PLA N
TYP 1
6 2@12/
LATE E 6.. 2@12 TYP BENZN PER PER PLAN PER PER
TOP 1 c.oF EMBED PL. &BTM\—
OF ANGLE 6 A6 3 BACK OF
ANGLE 2@6
5/16 -11- CABLE
PER PLAN
EMBED-PLATE'
PLATE 1/ I
PER PLAN
EMBED-Pt)
CHUCK PER PLAN
- V CHUCK PER PLAN
INELTO. ( , . CHANNEL EMBED 2@9 PER PLAN 19.
0F EMBED PL,
1
CHANNEL
PER PLAN :=1 11-CHUCK PER PLAN
'--1 BENT PLATEt PERPLAN
ANGLE PER PLAN
PLATE
SLAB WASH
CABLE RAILING DETAIL I DETAIL 1 L (3A7.Ol)
PLATE Use fully developed CLEVIS PER PLM #6 bars UAL
PER PLAN
weld similar UUNC. CULUMN
to detail 2
11.CABLE_\ PER PLAN
EMBED-PLATE'
CABLE RAILING DETAIL DETAIL 2
I
—
Cp,qCpr( OF "
Lj-l9
COLUMN
t4JJ(-) @ oit
s
—*
Ic Vc JII:
iXCfl3x3)?(((
I.7J:142.S
I
çffv SThi; JLJTii-t3. 'f7.t)
'C
SxP.: L7IC
\i-16Lr) 0 I
SLAB WASH-' tMU_LAI
CABLE RAILING DETAIL
GSSI Job No 17181 A ViaSat Cable Rails Page 7 of 11 09/04/2017
I Input data
Anchor type and diameter:
Effective embedment depth:
Material:
Proof:
Stand-off installation:
Anchor plate:
Profile:
Base material:
Reinforcement:
Profis Anchor 2.7.3
Page: 1
Project:
Sub-Project I Pos. No.:
Date: 8/22/2017
AWS DI.1 GR. B 3/4
het = 8.000 in. TT
Design method ACI 318-14/ CIP
eb = 0.000 in. (no stand-off); t = 1.000 in.
l x l, x t = 30.000 in. x 8.000 in. x 1.000 in.; (Recommended plate thickness: not calculated
no profile
cracked concrete, 4000, f = 4000 psi; h = 24.000 in.
tension: condition A, shear: condition A; anchor reinforcement: tension, shear
edge reinforcement: none or < No. 4 bar
www.hilti.us
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
Specifiers comments:
Geometry [in.] & Loading [lb. in.lb]
Input data ad4uIls
PROFIS Arttd
agreement with the existing conditions Page 8 of 11 FL-9494 Schaan Huh is a registered Trad 09/04/2017
www.hiltLus
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
Page:
Project:
Sub-Project I Pos. No.:
Date:
Profis Anchor 2.7.3
8/22/2017
2 Proof I Utilization (Governing Cases)
Design values jib] Utilization
Loading Proof Load Capacity PN I PV [%] Status
Tension Pullout Strength 7557 17584 43/- OK
Shear Steel Strength 15040 18674 -/81 OK
Loading ON ç Utilization ON,V [%] Status
Combined tension and shear loads 0.430 0.805 5/3 95 OK
3 Warnings
Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data
A agreement with the existing conditions ariçt
FL-9494 Schaan Hilti is a registered - - Page 9 of 11 09/04/2017
I Loads for Case 2 I
.4
www.hilti.us Profis Anchor 2.7.3
Company: Page: 1
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: I Date: 8/22/2017
E-Mail:
Specifiers comments:
I Input data
Anchor type and diameter:
Effective embedment depth:
Material:
Proof:
Stand-off installation:
Anchor plate:
Profile:
Base material:
Reinforcement:
Geometry [in.] & Loading [lb, in.lb]
AWS DI.1 GR. B 3/4
h,,f = 8.000 in.
Design method ACI 318-14/ CIP
e, = 0.000 in. (no stand-off); t = 1.000 in.
l x l, x t = 30.000 in. x 8.000 in. x 1.000 in.; (Recommended plate thickness: not calculated
no profile
cracked concrete, 4000, = 4000 psi; h = 24.000 in.
tension: condition A, shear: condition A; anchor reinforcement: tension, shear
edge reinforcement: none or < No. 4 bar
Input data agreement with the existing conditions a Ivtithii! Page 10 of 11 PROFIS A ARM FL-9494 Schaan Huh is a registered Trad 09/04/2017
'-4
www.hilti.us
Company:
Specifier:
Address:
Phone I Fax:
E-Mail:
Page:
Project:
Sub-Project I Pos. No.:
Date:
Profis Anchor 2.7.3
8122/2017
2 Proof I Utilization (Governing Cases)
Design values [Ib] Utilization
Loading Proof Load Capacity PN I PV [%] Status
Tension Pullout Strength 13520 17584 77/- OK
Shear Steel Strength 6600 18674 -/36 OK
Utilization ONN [%] Status
3 Warnings
Please consider all details and hints/warnings given in the detailed
Fastening the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software
and security regulations in accordance with Hillis technical
strictly complied with by the user. All figures contained thei
prior to using the relevant Hilti product. The results of the
data you put in. Therefore, you bear the sole responsibility
put in by you. Moreover, you bear sole responsibility for ha
with regard to compliance with applicable norms and per
aid to interpret norms and permits without any guarantee
suitability for a specific application.
orern solely the use of Hilti products and are based on the principles, formulas
lictions and operating, mounting and assembly instructions, etc., that must be
are average figures, and therefore use-specific tests are to be conducted
culations carried out by means of the Software are based essentially on the
or the absence of errors, the completeness and the relevance of the data to be
ng the results of the calculation checked and cleared by an expert, particularly
prior to using them for your specific facility. The Software serves only as an
to the absence of errors, the correctness and the relevance of the results or
You must take all necessary and reasonable steps to prvent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if app7each le, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, yost ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable of duty by you.
Use #6 bars
As=.44 in2
stress = 15 kips/bar/.441n2=34 ksi/bar
Use fully developed hooked #6 bars
Hook = 9 in mm
embed in col = 15 in mm (4000 ksi mm)
Input data UISg b tror agreement with the existing conditions Page 11 of 11 PROFIS A FL-9494 Schaan Hilti is a registered Trad 09/04/2017
VIASAT BRESSI RANCH PARKING STRUCTURE P-I
ISOMETRIC VIEW
City of Carlsbad
Buildinci Divisior
ERECTION DIAGRAM INDEX
EU -3D COVER SHEET
ANCHOR BOLTS
AB1 - ANCHOR BOLT PLAN
EMBEDS
EM1 - LOWER LEVEL 2 EMBED PLAN
EM2 - LOWER LEVEL 1 EMBED PLAN
EM3 - GROUND LEVEL EMBED PLAN
EM4 - UPPER ROOF LEVEL EMBED PLAN
EM5 - STAIR 1 ENLARGED DETAILS
EM6 - STAIR 2 ENLARGED DETAILS
EM7 - CABLE RAIL EMBED ELEVATION-1
EM8 - CABLE RAIL EMBED ELEVATION-2 & 3
EM9 - SCREEN EMBED ENLARGED DETAIL A
EM10 - SCREEN EMBED ENLARGED DETAIL B & C
EM1 I - SCREEN EMBED ENLARGED DETAIL D
EM12 - SCREEN EMBED ELEVATIONS-4 & 5
EM13 - SCREEN EMBED ELEVATIONS-6
EM14 - SCREEN EMBED ELEVATIONS-7,8,9 & 10
EM15 - SCREEN EMBED SECTIONS & DETAILS
EM16 - ELEVATOR EMBED ENLARGED DETAIL
EM16 - ELEVATOR ROOF LEVEL EMBED PLAN
EM18 - ELEVATOR EMBED SECTIONS &DETAILS
EM19 - BOLLARD EMBED ENLARGED PLAN
EM20 - BOLLARD EMBED ENLARGED PLAN
EM21 - BOLLARD & BARRIER BEAM EMBED ENLARGED DETAILS
MAIN STEEL
El - OVERALL PLAN
E2 - STAIR 1 ENLARGED DETAILS 1 4 LOV1
E3 - STAIR 1 ENLARGED DETAILS
E4 - STAIR I SECTIONS A & B
E5 - STAIR I SECTIONS C & D C1 icOt4
SBAD
E6 - STAIR 1 SECTIONS E & G" cMG O'''
E7 - STAIR 2 ENLARGED DETAILU'—'
E8 - STAIR 2 ENLARGED DETAILS
E9 - STAIR 2 SECTION A & B
E10 - STAIR 2 SECTION C & D
Eli - STAIR 2 SECTION E,F,G,H,J & K
E12 - STAIR SECTIONS & DETAILS
E13 - STAIR SECTIONS & DETAILS
E14 - CABLE RAILING ELEVATION-11
E15 - CABLE RAILING ELEVATION-2
E16 - CABLE RAILING ELEVATION-2
E17 - CABLE RAILING ELEVATION-3
E18 - CABLE RAILING ELEVATION-3
E19 - CABLE RAILING ELEVATION-4
E20 - CABLE RAILING SECTIONS & DETAILS
E21 - SCREEN WALL ELEVATION-5,6 & 7
E22 - SCREEN WALL ELEVATION-8
E23 - SCREEN WALL ELEVATION-9,10 & 11
E24 - SCREEN WALL SECTIONS & DETAILS
E25 - ELEVATOR ENLARGED DETAILS
E26 - ELEVATOR ENLARGED DETAILS
E27 - ELEVATOR & CANOPY ENLARGED DETAILS
E28 - LADDER PLAN & ELEVATIONS.
E29 - ELEVATOR SECTION A
E30 - ELEVATOR SECTIONS & DETAILS
E31 - ELEVATOR SECTIONS & DETAILS
E32 - BOLLARD ENLARGED DETAILS
E33 - BOLLARD ENLARGED DETAILS
E34 - BOLLARD ENLARGED DETAILS
E35 - BOLLARD ENLARGED DETAILS
E36 - BOLLARD ENLARGED DETAILS A & B
E37 - BARRIER BEAM FRAME ELEVATION-12
E38 - CABLE RAILING ELEVATION-5
OCT 0 3 2017 ENE
DESCRIPTION
m
0)
0 z in
PACIFIC COAST IRON
9036 Jorwoeha Rood Pac iC Oa$t Spring Valley, CA 01977
Contractor License #447712
(619) 461-9000 fox 451-9995
CONTRACTOR: VIASAT INC. I I N2z I DATE
BUILDING VBR_PARKING STRUCTURE P-I APPROVAL
SET. APP.
LOCATION 2456 Tone Gordon RoodCorinbod. Calilornia SHOP
These doconrerits have bevan eviewed for gerrerol
oonfonrr2050 seitlr the design concept of the preject /
and 91:l,11111
design shown on these docunicn(a rests with (lie
individual evlrone professional ron appears herrors. II1l
Reviewed by: C) !ad -)• Reviewed I ARCHITECT:PD ENGINEER CULP & TANNER SHEET ES
Dnte:09/ll/2017 -
CULP& TANNER. INC. DRAWNBR DATE 07/03/2017
040
1-1
ED
E 8-
1
9ED ED UD E c EID @D iD ED ED @D EI
SEE EM25E26 & EM27 FOR 3-0 15-0 18-0 18-0 18-0 1 18-0 18,-0 18-0 18-0 18-0 18-0 L 18-0 18-0 18-0 !_____J SEE E7 & E8 FOR
ELEVATOR ENLARGED PLAN STAIR 2 ENLARGE F
SEE E2 & E3 FOR
__ STAIR I ENLARGED PLAN (EL-4) I x I I
1l t
/i
SEEE32&E33FOR BOLLARDENLARGEPLAN x -----.. i
BOLLARD EMBED PLAN ! I I — - - -
--
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if
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Cp A ................ . . ....... cç
if
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° \ -•--•-----.--.--.----------------H-----------
\\\
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I 8lécLQ'
--- - \ --• - \ \- I I SCRN
\ -
cc cc cc
leell-77 EL EL
ILB S, C
AS
OVERALL PLAN (REF:S2,01)
DESCRIPTION
ISSUED FOR RE-APPROVAL FOR STAIR
ISSUED FOR RE-APPROVAL
ISSUED FOR APPROVAL
IM
11)
0 z
(1)
DATE II
21.5) PACIFIC COAST IRON
003V Jornor
- Spring Volley. ('0 91977
Contractor License #447I2
(6, 9) 461-0000 Fox 461-090(1
CONTRACTOR: VIASAT INC. PRINT NO. OFPRINTS
BUILDING: VBR_PARKING STRUCTURE P-i APPROVAL
DET. APP.
LOCATION: 2456 Town Gordon Rood,Carinbad. California SHOP
PLAN NOTE:
1..., INDICATES ELEVATIONS. I
ARCHITECT: (PD ENGINEER: CIJLP & TANNER SHEET- NO. El
DRAWN BY: RMP I DATE: 0710312017
JOB No. 1710 CHECKED BY: SOP DATE: 0710312017
EL289-51/4 EL300'-91/4 EL312-I3/16 T.O.SLAB WASH @ GRID 4 T.O.SLAB WASH @ GRID 4 T.O.SLAB WASH @ GRID 4 EL290'-9 EL302-1-% EL313-5 LOWER LEVEL 2 LOWER LEVEL 1 GROUND LEVEL 1-4- 9-11% 9-11% V-4% ct x ca 90> 09dp0 'z,,m 9F r \\\ \\\z. - \\ I com 3~ I i 31 6 3 i II Im T L290'-5 - 11 Oi ffll.w1 iii iI i L301'-96 -DOom T.O.SLAB WASH 11111111
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TO .SLAB WASH I T.O.SLAB WASH T.O.SLAB WASH Z GRIDS 1 GRID s @ GRID
TL
11 liii (111111 ,, I I I I (I liii Millil II I
- liii 11111111 ,II I
ftj 9-5% IIOfftj 9mo -5/l6
- - -' m> 1 11 i EL292-86 I,1.I I
L315-4/
- GRID 7 j G ID' GRID 7 TO SLAB WASH I IT LAB WASH 0 SLAB WASH
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MM b
I
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i;I (fl 1 0 w I I -I C•) l6 911/16 •31 /16 9-16 t2-213/16 1 1
EL293'-Ot/2 EL304-47/16 E1315-8~
c - 0 T.OSL,AB WASH T.O.SLAB WASH T.O.SLAB WASH @ GRID 8 @ GRID 8 @ GRID 8
EL290'-9 EL302-1 EL313'-55 LOWER LEVEL 2 LOWER LEVEL 1 GROUND LEVEL EL293-01/2 EL304-47/16 EL315-8 T.O.SLAB WASH T.O.SLAB WASH T.O.SLAB WASH @ GRID 1O @ GRID 1O @ GRID 1O 2-2 9-1 2-2 9'-1½ 2-23/4 1 c) ul so 6.5 00
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GRID 12 I 'S GRID 12 @ GRID 12
: I I
6
116
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fc\'ccc\ \
11/16 1111111 ! 11/16 , 1111111 I I /16
SP II/I 1111111 C> 1111111 I C> I I
WILL - -. -. MATCH LINE
E16 I (SEE (FOR CONT.( -$ L 5-73/4 5'81/4 5'7 5'-8~ 5'.711/16
1 EL296'-5% 1 EL30T-91/4 EL319'-15116
T.O.SLAB WASH I T.O.SLAB WASH I T.O.SLAB WASH
@ GRID 14 @ GRID 14 @ GRID I4
EL290-9% EL296-5 EL302-1 EL307-91k EL3l3-55 EL319'-15A6 LEL324-9% LOWER LEVEL 2 T.O.SLAB WASH LOWER LEVEL I T.O.SLAB WASH GROUND LEVEL T.O.SLAB WASH UPPER (ROOF) LEVEL @ GRID 14 @ GRID 14 @ GRID 14 57t6 5-81'16 5-7 /16 5-8/is 57ll/l6 5-8'1 Ina Tim iffm ...k:t*_. If1 (SEE E15) MATCH LINE I till t I fl Iii t - (FOR CaNT.) 01 125 C Ln Uft1I111 1-I 11 11111 urn I a 11/16 • I 11/1 • 11116 Ln _____ ____ 1• . I I 1 4jJi6 \-i 6'-7/1 4.81 6-71/I6 4' 6 I - I EL3 8-9 EL320-1 I ocn T.O.SLAB WASH T.OSLAB WASH T.O.SLAB WASH GDM GRID 15 RID 15 GAD 15 mm Co
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TOSLAB WASH ...:T.O.SLAB WASH T.O.SLAB WASH
GRID 16 - GRID 16 GRID 16
11/16
Nn
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8.814 2-7 8.81/4 27 8.81/16 2.71 16
EL2aJ5l Ilu EL3I.9l i EL322.11 /1
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GRID 17 , GRID 17 (RID 17
I CD rn 5/8 11/16
10
aw
pp CA
OD
> ° 1715116
9'-81/16 91-8 l'-8 9'-715A6 1 81/16 >Ij
z r, .
EL300-5 EL311-954 EL323-19/16
C) 7
M T.O.SLAB WASH T.O.SLAB WASH T.O.SLAB WASH
@ GRID 18 @ GRID 18 @ GRID I8
C) OQ
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(LOOKING SOUTH ON GRID B) (REF:6/A7.01)
FINAL CABLE RAILING PRESTRESSING VALUES:
LENGTH TENSION
72 Ft 2000 lbs BA
108 Ft 2000 lbs EA
144 Ft 2000 lbs EA
NOTE:
CABLE INSTALLER TO DETERMINE REQUIRED JACKING FORCE TO ACHIVE FINAL PRESTRESSING CABLE
FORCE (Fe) ACCOUNTING FOR EXPECTED SEATING LOSS IN CABLE.
18-0
A128 L2XUX'A
Li)
18-0 W.
so
A128 A128
1_2X2XTS L2X20'A -
.59
18-0 F
w
P170 .11-M161 I PL3,,oX33/4 .' CHUCK 11.M144
A132
1&-0 CABLE
14 .2 Na LENGTH 00 ft TENSION
I
i P170
PL0noX3314 12
P171 BENT PLATE
-j
I PL1sX30h
"'.11- M161 111- M151
I
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- w > - I I %-0142U CABLE -22ALENG LENGTH W TENSION -
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PL3hX3314 • I
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CHUCK / I5Ø CABLE I 142-24LENGTH I- - - Al 32 i 2000 ft TENSION I I -
. LSX4X'A / @ EACABLE 1,1
i jtK\DETi
çry @ 12 ______ / LOCS) I / (E20) SEE4/E2O FOR TYPICAL CABLE SUPPORT AT MID-SPAN
P171 .I BENT PLATE
-, P170 • ..
I PLUVX3k
LU 1
LU
• ____
12
- A128' -' -
• I- 28 .All .. -
3: US2XS
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12 TI
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A129 A129'
111
12
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12 .-;i. . 12
A128
12
12
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12
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mocm C)mmm.. - - m Or - 0 r 2i -
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EL290'-95/8 EL300-103116 EL312-21/4 EL323'-6118 T.O.SLAB WASH T.O.SLAB WASH T.O.SLAB WASH LOWERLEVEL2 @GRID14 @ GRID 14 @ GRID 14 EL302-15 EL313-5% I EL324-9% LOWER LEVEL 1 GROUND LEVEL UPPER (ROOF) LEVEL 1-3% 13 10-0% 10-0% 4 10-0112 TIN) 1111111 1111111 (SEE E)7) (FORCONT.) • -••-••-••-- II III (MATCH LINE) SD toc o 02 M. 118 TIT.7, 1_511/16 9-10/16 9-10% 55 9'-10/4 - L300-7 1 EL 12-0 EL323'-3131 OIl) 0 >M T.OSLABW CDM * SH T.OSLA WASH T.O.SLAB GRID 13 WASH w GRID 13 I M -00 8> I I 0r -.
mG)-
: ':
1.7l6 981/l6 951 7 9'715A6
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T.O.SLAB WASH T.O.SLAB
GRID
WASH 12 •
T.O.SLAB
GRID 12 WASH
GRID 12
H 3/16 3/16
11 kk
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s. :: -' S,SS••SS
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95111/16 9-11½ 1-4 9-10 116 1s51/i
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T.O.SLAB WASH T.O.SLAB WASH .T.O.SLAB WASH
GRID 11 GRID 11 GRID 11
'M
/16 3h6
1-1`~
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-
k -
0
• I 1'_21 I I I 10-2 12 10'116/16 1'-2Ii
---I
EL300'-11½ EL312'-3% EL323'-79/i
- T.O.SLAB WASH T.O.SLAB WASH T.O.SLAB WASH @ GRID 10 @ GRID 10 @ GRID 10
18-0 18-0 18-0
21k
-F
--J
Oz
- - --. 11-M161
11-M142 ½ØCABLE
T_
H
-Iq
-i -
r----
i <
CHUCK / LF L2X2XA BENT PLATE
- — ) —
=L6X4XV2
LU
Rep u~l
LU
._-
-
DET.1 .- H
(E20)
CABLE RAILING ELEVATION 4
(LOOKING NORTH @ GRID D)
(REF:6/A7.01)
ciD —i cii Ei ED
>.z -
18-0 18-0 18-0
<oIl: I I- Ujo
11- M142
- TWOCABLE
- - -. 108-6 ½ LENGTH
/ 2000 lbs TENSION - -
i- •- cA125 . - °i- I. - ,-A125 - 11.M161iT}' . -
-; -- - -L202519 / - - L252X½ - .1 S -- CHUCK
-P171
LU
i
EE
1' j SEE 4/E2O FOR TYPICAL CABLE SUPPORT AT MID_SPAN E20)
CABLE RAILING ELEVATION-4 (CONT.)
(LOOKING NORTH @ GRID D)
(REF:6/A7.01) DESCRIPTION on DRRY 0JP5
ISSUED FOR RE-APPROVAL 08/21/2017 RM SUP
rAo' ISSUED FOR APPROVAL 08/01/2017 RM SUP
m
—0')
0 —z (1)
-
- PACIFIC COAST IRON - - f/7#'
N.
flAIR inrnoeho Rood Pacjrc oa Spring 5o11ey, CA 91977
94 go- Coniroctor License #44T112
(619) 461-0500 F.. 461-0905
PRINT NO OF CONTRACTOR, VIASAT INC. RECORDS PAINTS DATE
BUILDING: VBR_PARKING STRUCTURE P-I APPROVAL
DET. APP
LOCATION: 2486 Town Gordon RoodCorinbod, Coulomb SHOP
ARCHITECT: IPD ENGINEER: CIJLPETANNER SHEET-NO. EIA
DRAWIO BY: RMP DATE: 07/05/2017
i
JOB NO. 1710
le CHECKED BY: SOP DATE: 07/05/2017
- FINAL CABLE RAILING PRESTRESSING VALUES:
LENGTH TENSION 72 Ft 2000 lbs EA
108 Ft 2000 lbs EA 144 Ft 2000 lbs EA
NOTE: CABLE INSTALLER TO DETERMINE REQUIRED JACKING FORCE TO ACHIVE FINAL PRESTRESSING CABLE FORCE (Fe) ACCOUNTING FOR EXPECTED SEATING LOSS IN CABLE.
CONC.CCLUMN PLATE
EMBED-PLATE ANGLE CHUCK
EMBED-PLATE C CHUCK PER ELEV. PER ELEV.
CABLE PER ELEV
PER ELEV. CABLE PER ELEV. TYP CHUCK
31`16 2"912 PER ELEV. i!PER LE
P CONC. COLUMN BENT PLATE PLATE 3A6 2-912 EMBED 1/4 2-Ca4 PER ELEV. PER EXV. PER ELEV. PER ELEV.
-4 C ad 5 4
TOP&BTM EMBEDPL OFEMBEDPL 5h6 2@4 PLATE
11 •
CONC Co'
BED
-PLATE
ANGLE PER EIEV
CAI P PER
OFANGLE 6 3s 3 BACKOF
ANGLE
11 - CABLE 4"EMBEDMENT.
)__4VERTiCALWELDS
__
ELEV.PER 2
CHANNEL
"•
-li-CHUCK
"
PER ELEV.
'tPE'R
RE5/16 E
EMBEDPLATE >-0 C
PLATE 'n POST
PER ELEV. PER EUE~
PLAT
BENT PLATE- PER ELEV.
CL 0
U.1 z w Z DO LU
ANGLE
Ito __ L
J U)
th _______________ - SLAB WASH '
PLATE g PER ELEV. F
EMBED_PLATET
CONC. COLUMN
CONC. COLUMN
SLAB WASH SLAB WASH EMBED PLATE
CABLE RAILING DETAIL I DETA!L I i CA LE TYPICAL CABLE SUPPORT AT MID-SPAN DETAIL I 4 CABLE RAILING DETAIL I DETAIL 5
DESCRIPTION DATE DR. BY SOPS.
EMBED AND CONN. REVISED S THREE LOCATIONS 0910612017 RMP SGP
ISSUED FOR RE-APPROVAL 08121/2017 RMP SOP
ni
ISSUED FOR APPROVAL 08151/2017 RMP SOP
(1) 0 z U,
PACIFIC COAST IRON
ROTA ,Inmaehn Road
=29
Spring Valley, (A 91977
Contractor License #44I2
(RIO) 461-0000 Fax 461-9905
CONTRACTOR: VIASAT INC. PRINT NO, OF DATE RECORDS PRINTS
BUILDING VBR_PARKING STRUCTURE P-i APPROVAL
SET. APP.
LOCATION: 2456 Tom Garden RoadCarinbsd. California SHOP
ARCHITECT: IPD ENGINEER: CULPUTANNER I SHEET-NO. EDO
DRAWN BY: RMP DATE: 07/05/2017
JOB NO. 1710 CHECKED BY: SGP DATE: 07/05/2017
-oIOw_1 M Z rn r
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zcmZJ - - z
rmO
-
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EL300-I1½ EL312-3 EL323-7l6 T.O.SLAB WASH T.O.SLAB WASH @ GRID 8 @ GRID B T.O.SLAB WASH @ GRID B EL302-1518 EL313-55 LOWER LEVEL 1 GROUND LEVEL UPPER (ROOF) LEVEL 10-2 1-2 10115/16 - - 121/,6 -c-a Vu m m o 0 1 Iffl 1/4 ij 1/4 9"l,6 10-016 10V61/16 9I I- L301 11111111 33/4 71 L323-11~ 111111111 - T.O S B WASH T.O.SLAB WASH T.O.SLAB WASH GRID 7 iie GRID GRID
118 11111
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03 0Z 'V
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6)
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- GRID 6 GRID 6 - GRID 6 0)1) I
RIM
l'
r~:UULL lift
101_17 10'-1N4 21/
EL300 111111111 11 PI-312' 31 EL323-76/1 1111111
T.O.SLAB WASH
V
T.O.SLAB WASH T.O.SLAB WASH
GRIDS GRID 5 D5
17 1I
65 03 0 1
1-4318 1'-4/I6 9-119/I6 9-119/16 1-4/I6
! g' EL300-91/4 EL312-13/16 EL323-53/16
T.O.SLAB WASH T.O.SLAB WASH T.O.SLAB WASH . @ GRID 4 @ GRID 4 @ GRID 4
EM1O5
EMBED PLATE EL 289:5 'On
S 5'
TO
(EQ @D ED cD cD cD @D E@D EW cD ED cD cD
SEE EM16 & EM17 FOR 15-0 18-0 18-0 1, 18-0 18-0 J 18-0 18-0 18-0 18-0 18-0 18-0 18-0 18-0
ELEVATOR EMBED PLAN I
T _Z TT_. _ {f ------H ------1 1--'---- '--'- --- H------ - - --------- -
I SEE EMS FOR I
I STAIR 1 EMBED PLAN I
--I -------------
I SEE EM20 FOR I XI
SEE EM1 9 FOR X*X BOLLARD EMBED PLAN'
BOLLARDEMBEDPLAN x
-- --
08
¶
ER
STAIR 2 EMBED PLAN
;S fi1.+_P3.
i EM105 IEL-28
EMBED PLATE 1EM8 5' EL. 292-IINln
"S
III 0'
Jil
- I
SEE DET.
EMBED PLAN
'f\IEEM10
/POLLARD
SEE EMIO
r- __------
Si
-\ \\ - - - DESCRIPTION
I — —
- — — — — B ISSUED FOR RE-APPROVAL 08/2112017 RMF SOP 8 SEE EM21 FOR -'--_._. A ISSUED FOR APPROVAL 08/0112017 RMF SOP
(8.1 BARRIER BEAM EMBED PLAN
12-2 31-10 18-4 L — -LO 0
LOWER LEVEL 2 EMBED PLAN ft
(REF:S2.01) !IJIle PACIFIC COAST IRON
mmil
//038 JmsehA 802/I
Spring 811TE CA 01977
ConLrsctor License #4/ITT12
(010) 401-9900 Fx 401-0005
CONTRACTOR: VIASAT INC. P INT NO. OF RECORDS DATE
BUILDING: VBR_PARKING STRUCTURE P-i APPROVAL
BET. APP.
LOCATION: 2456 Town Garden Rood.CwtNb2d, California SHOP
FE
N.. 5& UI I)/ j- I0iB211 J)08JJ
ARCHITECT: IPD ENGINEER: CIILP&TANNER SHEET-NO. EMS
OFCA DRAWN BY: RMP DATE: 06/23/2017
JOB NO. 1710 CHECKED BY: SOP DATE: 00/23/2017
cq Cp @D ci ci ED Gp Cip ED cip cD c
SEE EM16 & EM17 FOR 3-0L 1 15-0 18-0 L 18-0 18-0 18-0 18-0 18-0 18-0 18-0 1 18-0 18-0 18-0 18-0 [ . SEE EM6FOR
ELEVATOR EMBED PLAN 1 1 -__ / STAIR 2 EMBED PLAN
D - -•-.--
I IIV1-..LSEE SMSFOR STAIR 1 EMBED PLAN . .
f==.Lu
. I CL.OF . SEEEM2OFOR J7 I
- --------SEE EM1B FOR I I EMBED PL I I BOLLARD EMBED PLAN I 'E LI/Ill I
. . . . I lI-I
1!!
60
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EM1 16 E BED PLATE
EMBED PLATE $L-2~ EM105 EM EMBED PLATE
-t . . . . 1 --ELM 300~8 34 --j
BED PLAT -----
' \ ' ____'\ \ •- • - ( ' '. DET.B I I I i I_I
EE _09
i
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,
(_1_.—•—•—•—
NO DESC
\\ - SEEEMZ1 FOR
ISSUED FOR
ISSUED FC
BARRIER BEAM EMBED PLAN
CA5 \, \\
•- ._- \ --
12-2 31-10 18-4
18 Cia) EII 21.5
PA(
LOWER LEVEL 1 EMBED PLAN
cII5 (REF:S202)
cqD @ ED cp cD UD (ID EiD CTED @D cD
SEE EM1 6 & EM1 7 FOR 3-01 I 15-0 18-0 I 18-0 18-0 I 18-0 18-0 18-0 18-0 18-0 1 18-0 18-0 18-0 18-0 11
SEE I I T f 1 '1
ELEVATOR EMBED PLAN I I I STA ST
c -- —i- -•;th-•-•-•-.-•---... T I I I I I I
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IX El X I XI -. SEE EM19 FOR
BOLLARD EMBED PLAN
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. . . .. . . . . .
- - -.1 Ii.- - - - —[— — __.i_ -
-II
GROUND LEVEL EMBED PLAI'i
~"p(REF:S2.03)
APPROVER: P PLEASE VERIFY CLOUDED DI ATIONS IONS
,
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BILL OF MATERIALS I
ADVNI I I OTT I I MARKS I I DESCRIPTION I I LENG LENGTH I I REMARKS I WEIGHT I I I BILL (54)
I5 I EMI54 I EMBED PLATE I I ERIE 525 1592.5 I
5 EM154 I PL1"X8" 4-0" A572-GR.55 544.5 I I 40 I mat 54 STUD_314-DIA 0-8" A108 S2E 148.0 I
PAINT. NO PAINT
OPEN HOLES: BOLTS: WELD: STEEL:
53116"øTYP U.N.O 314"øTVP SEE DETAILS
5-EMBED PLATES - EM154
REV, I DATE I DESCRIPTION
PACIFIC COAST IRON
90311 Jomohe R..d
J~ Rpring Valle, CA
ContretorLieense
9197
(O19) 101-91100 Fos 481-9900
PROJECT: VBR_PARKING STRUCTURE P-i
DESCRIPTION:
CONTRACTOR: VIASAT INC. RAP OWS EM3.EM4.EM7.EM
ENGINEER: CULP & TANNER - RETAILER: TF
ARCHITECT: (PD
DRAWN: ppp CMX: REP JOB NO.: J_M~~
DATE. 0612712017 SATE: 0612712017 1710 1 54
BILL OF MATERIALS
ADVANCE I I I I I I KS DESCRIPTION RE WEIGHT OTT I ESAR I I MARKS BILL I lAo)
1 A155 I ANGLE I 61- GlLV)ADO1SSPAIl 125 57,4 I A155 I L6X4XI/2 13'-65/8' 1 A36 157.4
C
CA155D
L6X4X1/2 X 3'-65/
PAINT: . HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
13/16" 0 PIP U.N.O 3/4" 0 1'I'P U.N.O SEE DETAILS
ONE -ANGLE -A155
SHOP NOTE:
GALVANIZED
REV. I OATS DESCRIPTION
PACIFIC COAST IRON
(SI9) 461-01100 FAx 401-0005
VBR_PARKING STRUCTURE P-I
DESCRIPTION:
VIASAT INC. REF. OWN: EIS,E16E19
ENGINEER: CULP & TANNER SSTAIEER 1F
ARCHITECT
DRAWN: ppp CAR: RKP JOB NO.: OWN, NO.:
OATS: 06/27/2017 DOTE: 06/27/2017 1710 155
Lo
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(OiFj
12
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12
0
0
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BILL OF MATERIALS I
RE ADVANCE I I I WEIGHT 0TH I MARKS I DESCRIPTION I LENGTH I MARKS BILL.
I I (DV)
I 3 1 C165 I POST I I I61.1WEOG&1V8KSPSI& SD 160.3 I
3 I C160 HSS6X4X3I8 3-8" 1 A500-GR.B S2E 1160.3 I
EL31 2'-4 /8 EL31 6'-O/8
C
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: I BOLTS: I WELD: STEEL:
13116"øTYP U.N.O 3/4"GTVPU.N.O SEE DETAILS
3-POSTS-C160
REV. I DATE I DESCRIPTION
PACIFIC COAST IRON
- 90311 JnmhR Road
ContreSorLLTensT#441Tl2
IOtA) 401-ElIOT Fox 401-3900
PROtECT VBR_PARKING STRUCTURE P-I
DESCRIPIlON:
BEE. DWG: E18 VIASAT INC.
ENGINEER: CULP & TANNER DETAILED: TF
(PD
DRAWN ppp SHE: RKP 1
1
-NO:SWANS.:
1710 160 SATE. 0612712017 DATE 06/27/2017
BILL OF MATERIALS
ADVKSCE I I I I I I WEIGHT
BILL OTY I MARKS I DESCRIPTION I LENGTH I REMARKS I
34 I P870 I PLATE I H0T*0KYM2EDtWPAIQ 00 139.0
34 1 P170 PL3116"53 3/4" 10'-53/4' JA36 139.0
I70 D
PL3/i X3 3/4 x53/4
PAINT. HOT-DIPPED GALVANIZED )SSPC PAl 02)
OPEN HOLES: LD STEEL:
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BOLTS: WE
3/4" 0 TYP U.N.O SEE
:
DETAILS
34- PLATES - P170
SHOP NOTE:
GALVANIZED
C 102112017 1 ISSUED FOR RE-APPROVAL
B 0810112017 ISSUED FOR RE-APPROVAL
A 07110I2017 ISSUED FOR APPROVAL
RE, I DATE DESCRIPTION
—
PACIFIC COAST IRON
90311 JomehV CoRd
ControetorLAlenso #447712
(010) 461-Al/VT Fox 461-11905
I 111T: VBR_PARKING STRUCTURE P-I I
CONTRACTOR VIASAT INC. REP, OWN: E14,E16,E17,El
ENGINEER: CULF & TANNER RETAILER: 7F
IPD
ppp CEO: RKP JOSNO.:
DATE: 06/27/2017 DATE: 06/27/2077 1710 1 70
9
BILL OF MATERIALS
ADVANCE
BILL MARKS DESCRIPTION LENGTh REMARKS WEIGHT I
II P171 BENT PLATE 6T4WWG)LVSI0/)WPAI& SO
11 1 P171 BPL3/)6X9 I/2 3-6 5/8- 1 A36 241.5
A A —
3'-6 /8 (BPL3/16X9 1/2 X 3'-6 /8)
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
l3/l6 0 TYP U.N.O 3/40 riP U.N.O SEE DETAILS
11 - BENT PLATES - P171
SHOP NOTE:
GALVANIZED REV. I DATE I DESCRIPTION
PACIFIC COAST IRON
003/1 Jornoxho I/ood
Contr 01104 Li-- #44,712
1819) 401-00(10 Fox 461-9005
PROJECT, VSR_PARKING STRUCTURE P-i
CONTRACTOR: VIASAT INC. REP, DWG: E14.E16,Ei7,Ei
ENGINEER: CULP & TANNER DETOE.OR: TF
ARCHITECT: IPD
DRAWN: ppp CDX: RKP JSBNO.: DWS.NO,:
DATE: 06/27/2017 DATE: 00/27/2017 1710 171
BILL OF MATERIALS I
ADVANCE I I I I WEIGHT I I OTT I MARKS I DESCRIPTION LENGTh REMARKS I I BILL I
I I P172 I BENT PLATE E1RSGLYS3PAI15 SE 22.0 I
I I P172 I BPL3/16"X9 1/2" 3-6 11/16" IA36 122.0 I
P172
A
3'611/16 (BPL3/-16X9 1/2 X 3'611/1
PAINT. HOT-DIPPED GALVANIZED )SSPC PAl 62)
SHOP NOTE: OPEN HOLES: BOLTS: WELD: STEEL
13/16" 0 TYP UN.O 314"0 TYP U.N.O SEE DETAILS
GALVANIZED
ISSUED FOR RE-APPROVAL
ISSUED FOR RE-APPROVAL
ONE -BENT PLATE - P172
REV. I DATE DESCRIP11ON
PACIFIC COAST IRON
- 903/3 JRfliAVhS IIAsd
:tUe)L7IC
VIA) 4131-OIIOV FAX 461-990
PROJECT. VBR_PARKING STRUCTURE P-I
DESCRIPTION:
CONTI VIASAT INC. BEE. DWG: E14
ENGINEER: CULP & TANNER DETAII.ER: TF
ARCHITECT: lPD
DRAWN: ppp CAR: RKP JOB NO.: I OWN. NO.:
DATE: 06/27/2017 DATE: 06/27/2017 1710 172
BILL OF MATERIALS
ADVANCE I I I I I WEIGHT
BILL I OTT I MARKS I DESCRIPTION LENGTH I REMARREMARKS I
(Es) I I I I I
I5 I P173 BENT PLATE_ I I 1610 S&IV60StPAI 520 1109.8
5 I P173 I BPL3/1679 I/2 13'-65/8- A36 1109.8
--------------------- --
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A
A-A
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SHOP NOTE:
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/
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl 62)
OPEN HOLES: BOLTS: WELD: STEEL:
13/16 0 TYP U.N.O V4 Di IYP LINO SEE DETAILS
5-BENT PLATES-P173
C 10&2112017 ISSUED FOR RE-APPROVAL
LB 0010112017 ISSUED FOR RE-APPROVAL
A 07(1012017 ISSUED FOR APPROVAL
REV. SATE DESCRIPTION
PACIFIC COAST IRON
90311 JRmTTER Ilood gmml Colnti—to, TI :. #447712
(0 10) 491-011011 ToO AOl-/lAST
PROJECT: VBR_PARKING STRUCTURE P-i
DESCRIPTION:
CONTRACTOR: VIASAT INC. REF. DWG: E14
ENGINEER: CULP & TANNER I DETAISER: TF
ARCHITECT: PD
DRAWN: ppp I Cnn: RKP I JOB NO. DWA. NO. :
DATE: 06/27/2017 DATE: 06/27/2017 1710 173
BILL OF MATERIALS I
ADVANCE I I
67X19.1
WEIGHTKS DESCRIPTION I LENGTh I REMARKS ' BILL i
C174 ANNEL BTSGILYSIZBPAI&5 SB 72.9
IC174 3-I0" I A36 521 172.9 I
I, L12NO GALV.
1 1
TOP FACE
®r
2 NOGALV.
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13116"øTYP U.N.O 3/4ø1''P U.N.O SEE DETAILS
=1
ISSUED FOR RE-APPROVAL
ISSUED FOR RE-APPROVAL
ONE - CHANNEL- C174 SHOP NOTE:
GALVANIZED
REV. I DATE DESCRIPTION
PACIFIC COAST IRON
9038 JOmDHAC (oDd
- Co9erLiens#44i?12
(619) 491-01100 Fox 461-9905
PROLECT: VBR_PARKING STRUCTURE P-I
DESCRIPTION
CONTRACTOR: VIASAT INC REF. DWG: E14,E15
ENGINEER: CULP & TANNER DETAILED: iF
ARCHITECT: IPD
BRAWN: ppp CEll: RKP JDBNO.: DWS.NO.: /\
DATE 06/27/2017 DOTE: 01/27/2017 lila 1 74
BILL OF MATERIALS I
ADVANCE I I I I I WEIGHT I I OTT I MARKS I DESCRIPTION I LENGTH I REMARKS BILL I I I I I J (55) I
I 1 I C175 I CHANNEL I I IETDGILY9EEO1SSPAI1 SS 72.9 I
C175 I MC7XI9.i 3-10 IA36 S2E 172.9 I
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1 1
TOP FACE
A
-
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BTM FACE
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PAINT. HOT-DIPPED GALVANIZED (SSPC PAl &2)
OPEN HOLES: BOLTS: WELD: STEEL:
13116øTVP U.N.O 314øTVP U.N.O SEE DETAILS
WA w
REV. I SATE DESCRIPTION
PACIFIC COAST IRON
90311 lomoVhe Ilood
(:ont,oVtorLiense #44'2
lOLA) 4111-91100 Fox 461-0905
PROJECT: VER_PARKING STRUCTURE P-i
xosmoxloo: VIASAT INC. REP. DWA. E14E15
ENGINEER: CULP & TANNER DETAII.DR TI°
ARCHITECT: IPD
DRAWN: ppp CHK: RKP JOB NO.: DWG.NO.:
1710 175 DATE: 06/27/2017 DATE: 06/27/2017
ONE - CHANNEL - C175 SHOP NOTE:
GALVANIZED
BILL OF MATERIALS
ADVANCE OiY MARKS DESCRIPTION LENGTh REMARKS WEGHT
BILL
I C176 CHANNEL ETKGKVMSSSCPM&Z (22 72.9
1 C176 MC7X19.1 3-10 A36 S2E 72.9
PAINT. HOT-DIPPED GALVANIZED )SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL
131160TYPU.N.O 3/40TVP U.N.O SEE DETAILS
IN
i,2 NO GALV.
TOP FACE
NO GALV.
BTM FACE
• 0 zu_
ISSUED FOR RE-APPROVAL
ISSUED FOR RE-APPROVAL
ISSUED FOR APPROVAL
REV. I DATE DESCRIPTION
PACIFIC COAST IRON
903(1 Joinacha hood
(,ontrTetorLi,Tnee#447712
(019) 41-9(10(1 Fox 491-0900
PROJECT: VBR_PARKING STRUCTURE P-i
DESCRIPTION
CONTRACTOR: VIASAT INC.
ENGINEER: CULP & TANNER
ARCHITECT: (PD
DRAWN: ppp CHIc: RKP
DATE: 0612712017 DATE: 06)27)2017
SHOP NOTE:
ONE - CHANNEL - C176 GALVANIZED
Ei4Ei6
DETAILER:
JOB NO.: I DWO, NO.:
1710 176
BILL OF MATERIALS
ADVANCE I I I WEIGHT OTT I KS I I DESCRIPTION I LENGTH I REMARXS
Ii I M142 I CABLE I E1A6GILYI801AIS
BILL IOI
SE 10.0
II I M142 I 1/20 CABLE 1109-61/2' IA416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X 108'-6 1/2 LONG.
11 QUANTITY REQUIRED.
11-CABLES-M142
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl 82)
OPEN HOLES: BOLTS: WELD:
ST E' 13/16" 0 lW U.N.O 3/40 TIP UND SEE DETAILS
REV. I DATE DESCRIPTION
PACIFIC COAST IRON
91)311 Jomoehe hood
Ing CA 91977
- CttiTfl
(VIA) 161-HI/TO Fox 4E1-9900
PROJECT: VBR_PARKING STRUCTURE P-I
DESCRIPTION:
CONTRACTOR: VIASAT INC REF. DWG: E19
ENGINEER: CULP a TANNER SETH/LEO: 1F
ARCHITECT: IPD
DRAWN: ppp Cl/C: RKP JOB NO.: DWG NO.:
DATE: 06/27/2017 DATE: 06/27/2017 1710 M142
BILL OF MATERIALS
ADVANCE I I I I I
(11'.)
WEIGHT
BILL OTT MARKS I DESCRIPTION I LENGTH I REMARKS
2 I M145 CABLE I I AT06RE0/1VA8ISSPAI8Z 001 10.0
I I I I
2 1 M145 1100CABLE 142-23/8" 1 A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X 142'-2 3/8 LONG.
2 QUANTITY REQUIRED.
2- CABLES - M145
PAINT: HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL
13/I6øTYP U.N.O 9/461TV0 II MCI SEP DETAILS
C 02/21/2017 1 ISSUED FOR RE-APPROVAL
B 08/01/2017 ISSUED FOR RE-APPROVAL
A 07/10/2017 ISSUED FOR APPROVAL
REV. DATE DESCRIPTION
PACIFIC COAST IRON
- 903/I JRmOTVR hood
#447/2
IA/SI 4 0 Fox 460-99//5
PROJECT: VBR_PARKING STRUCTURE P-I
DESCRIPTION:
CONTRACTOR: VIASAT INC. REF. —G: E9
ENGINEER: CULP 2/ TANNER DETAIIER: TF
ARCHITECT IPD
DRAM: ppp CUE: RKP JOB NO.: DWG. NV,:
DATE. 06/27/2017 DATE: 06/27/2017 1 715 M145
BILL OF MATERIALS
ADVANCE I I I I I I WEIGHT
OTY I oRKs I DESCRIPTION I LENGTH I REMOEKS
11 I M140 I CABLE I I BI4EGILY0I0SPAI& STE 10.0
BILL I
II M146 100 CABLE I43-l03/4" ) IA4I6 10.0
PURCHASE ITEM
1 0 GALVANIZED 7 WIRE P.0
X 143'-l0 3/4 LONG.
11 QUANTITY REQUIRED.
11-CABLES-M146
PAINT: HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL: 13/16" 0 TYP U.N.O 314" 0 TYP U.N.O SEE DETAILS
REV. I I DESCRIPTION
PACIFIC COAST IRON
9070 IRRiOVOR I/oDd
9mmm Con Fr notor Lienso #447712
(619) 451-01100 Fox 451-0905
VBR_PARKING STRUCTURE P-I
DESCRIPTION:
CONTRACTOR: VIASAT INC. REF. DWG: E15EI6
ENGINEER: CULP 6 TANNER DETAILED: TF
ARCHITECT: IPD
DRAWN: ppp CHE: RKP JOB NO.: DWG.ND.:
RATE: 06/27/2017 DAVE 06/2712017 1710 IVI 1 46
BILL OF MATERIALS
ADVNICE I I I I I I WEIGHT OTT I MARKS I DESCRIPTION I LENGTH I REMARKS
5 I M147 I CABLE I I I01.CWGSV08SPAI8Z SOS 10.0
BILl. I I I (Es)
5 M147 iirø CABLE 71-1 5/8 A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X71'-1 5/8 LONG.
5 QUANTITY REQUIRED.
5-CABLES - M147
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
13/16 0 TV? U.N.O 314 0 TV? U.N.O SEE DETAILS
C 08/2112017 ISSUED FOR RE-APPROVAL
B 08/01/2017 ISSUED FOR RE-APPROVAL
A 07/10/2017 ISSUED FOR APPROVAL
REV. DATE DESCRIPTiON
PACIFIC COAST IRON
9(0/3/I .1--h. I/OVA mg CA 9197-i
- COIROtLTe I2
(VIA) 401-913 0/I FoG 401-0190.5
PROJECT: VER_PARKING STRUCTURE F-I
DESCRIPTION:
CONTRACTOR: VIASAT INC.TEE. OWS: E14
ENGINEER: CULP & TANNER BETAILER: TF
ARCS/TOOT: (PD
BPNSVTl: ppp COO: RKP JOB NO.: DWO. NO.:
DATE: 06/27/2017 BATE: 06/27/2017 1710 M147
BILL OF MATERIALS
ADVANCE I I I I I I WEIGHT I 0EV I MANES I DESCRIPTION I LENGTH I REMARKS BILL I I (EEl
I i I M149 I CABLE I EP)M(1YIJSPAI& S2E 10.0
I 1 M149 1/2"øCABLE 71-15/8" IA416 1 0.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X71'-1 5/8 LONG.
1 QUANTITY REQUIRED.
ONE - CABLE - M149
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL
13/16" 0 TYP U.N.O 3/4" 0 TYP U.N.O SEE DETAILS
REV. I DATE I DESCRIPTION
PACIFIC COAST IRON
803/I JOmVhe Cood
SprinIIevCA2LE7
VIA) 36I9II00 FoE 461-9900
PROJECT: VBR_PARKING STRUCTURE P-i
CONTRACTOR: VIASAT INC. REV. OWE: E14
ENGINEER: CULP & TANNER DETAIlED: TF
ARCHITECT: IPD
DRAWN: ppp COO: RKP JOB NO.: OWE. NO.:
0900. 56/27/2017 DATE: 06/27/2017 1710 M149
BILL OF MATERIALS
DESCRIPTION LEN— RE-11- WEIGHT ADVANCE KS BILL
m
11 1 M143 11/2-0 CABLE 171'-15/8- 1 A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7-WIRE P.0
X71'-1 5/8 LONG.
11 QUANTITY REQUIRED.
1111211111111111
11 - CABLES - M143
PAINT. HOT-DIPPED GALVANIZED (SSPC PM & 2)
OPEN VOLES: BOLTS: WELD: STEEL:
13/16"0 TYP U.N.O 3/40 TYP U.N.O SEE DETAILS
ISSUED FOR RE-APPROVAL
ISSUED FOR RE-APPROVAL
REV. I DAIS DESCRIPTION
PACIFIC COAST IRON
90311 4onoeoho hood
ISIS) 4131-110011 FOE 4311-9905
PROJECT; VBR_PARKING STRUCTURE P-i
DESCRIPTION:
CONTRACTOR: VIASAT INC. REF. DWO: E14
ENGINEER CULF & TANNER DETAILER: TF
ARCHITECT: IPD
DRAWN ppp COO: RKP JOB NO: DWS.NO.:
1710 M143 DATE: 06/27/2017 DATE: 06/27/2017
BILL OF MATERIALS
ADVANCE I I I I WEIGHT
BILL OTT I
I
MASKS I DESCRIPTION LENGTH REMARKS
11 I M144 I CABLE I I HDRMGAlVMMjSXPA1A2j 525 1 0.0
II M144 11/2-0 CABLE 142-23/8 A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X 142'-2 /8 LONG.
11 QUANTITY REQUIRED.
11-CABLES-M144
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
13/160TVP U.N.O 3/4"0TYP U.N.O SEE DETAILS
REV. I DAVE DESCRIPTION
PACIFIC COAST IRON
9030 JVmoVhD CODA
Tontc0orLienso#410?1T
(619) 401-01/00 Fox 481-9900
VBR PARKING STRUCTURE P-I
CONTRACTOR: VIASAT INC. REF. DWG. E17,E18
ENGINEER: CULP & TANNER DETAILED: TF
ARCVITECT: IPD
DRAWN: ppp COK: RKP JOB NO.: DWG. NO.:
DATE: 06/27/2017 DATE: 06/27/2017 1710 M144
BILL OF MATERIALS
ADVANCE I I I I I WEIGHT OTT I BILL MARKS I DESCRIPTION I LENGTH I REMARKS (EN)
II I MISS CABLE I I IBTKBGALVNEEiSSRPAI& SS 10.0
I it 1M150 1112-0 CABLE 142-2718 A416 b.c
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X 142'-2 /8 LONG.
11 QUANTITY REQUIRED.
(
11-CABLES-M150
PAINT HOT-DIPPED GALVANIZED (SSPC PAl 62)
OPEN HOLES: BOLTS: WELD: STEEL
13/IE 0 TTP U.N.O 3I4 0 TYP U.N.O SEE DETAILS
REV, I DATE DESCRIPTION
PACIFIC COAST -IRON
90311 J.—h.boA
ing VIley. CA 91977
Conti—t- Lice— #447712
(VIA) 46I—E(III0 FCC 46/-0905
VBR_PARKING STRUCTURE P-I
DESCRIPTION
CONTRACTOR: VIASAT INC.
ENGINEER: CULP & TANNER
ARCHITECT' it'o
SHOWN: ppp CVII: RKP
DATE: 06/27/2017 DATE: 06/27/2017
E17.E18
DETAILED:
JOB NO.: I DWA, NO.:
1710 M150
I I I I I
BILL OF MATERIALS
SARCE I OTT I MARKS I DESCRIPTION I LENGTH I REMARKS I WEIGHT
BILL (RN) I I M151 CABLE I I SO 0.0
9 I M151 I I120 CABLE 142-2 318 IA416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X 142'-2 /8 LONG.
9 QUANTITY REQUIRED.
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLT I WELD: STEEL
13116"øTYPU.N.0 I 814"ESTVP 1150 SEE DETAILS
9-CABLES - M151
B 08121I2017 ISSUED FOR RE-APPROVAL
A 09101I2017 ISSUED FOR APPROVAL
REV. DATE DESCRIPTiON
PACIFIC COAST IRON
903/I JVTEOTIAR liVid
Contree to, Liense #447712
(VIA) 461-0/I01) Fix 46I-9955
PROJECT; VOR PARKING STRUCTURE P-I
DESCRIPTION
CONTRACTOR: VIASAT INC. REE.DWG. E17,E18
ENGINEER: CULP & TANNER OEm/LEA: 1F
ARCHITECT: IPD
DRAWN: pp CITE: RKP JOB NO.: DWG.NO.:
1710 M151 DATE: 06/27/2017 DATE: 06/27/2017
BILL OF MATERIALS
AOl/MICE I I I I I I WEIGHT
BILL OTY I MARKS I DESCRIPTION I LENGTH I REMARKS
11 I M152 ICABLE [,_-.j E10GI.IVSiSGCPAII 025 10.6
11 1 M152 I/rGCABLE l43-1013/16 1A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X 143'-l0 13/16 LONG.
7 QUANTITY REQUIRED.
11-CABLES-M152
PAINT HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL
13/160VfP U.N.O 3/4G1VP U.N.O SEE DETAILS
REV. I DOTE I DESCRIPTION
PACIFIC COAST IRON
9113(1 Jomcho hood
LonH; oH/or Li C'
9197,
mmmt
(AID) 461-91100 FCC 401-0900
VBR_PARKING STRUCTURE P-I
DESCRIPTION:
CONTRACTOR: VIASAT INC. RC. OWA. E15.EI6
ENGINEER: CULP & TANNER DETAILED: 1F
ARCHITECT: IPD
DRAWN: ppp EKE: RKP JOB NO.: DWS. NO.:
DATE 06/27/2007 DATE 06/27/2007 1710 M152
BILL OF MATERIALS
ADVANCE I I I I I I WEIGH
BILl.
T OTT I MARKS I DESCRIPTION LENGTH I REMARKS
5 I M153 I CABLE I IK10815S081866SPAI&) 221 10.0
I I (EDI
5 M153 1120 CABLE 71-I 5/8" 1 A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X71'-1 5/8 LONG.
5 QUANTITY REQUIRED.
5-CABLES -M153
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
13/16" 0 TYP U.N.O 11/A" (STYP UN Cl SEE DETAILS
B 10&2112017 1 ISSUED FOR RE-APPROVAL
A 0810112017 ISSUED FOR APPROVAL
REV. I DATE DESCRIPTION
PACIFIC COAST IRON
- . 90311 jOrnoTho 11004
(619) 491-91111(1 FTC 491-11906
PROJECT: VBR_PARKING STRUCTURE P-i
DESCRIPTION
CONTRACTOR: REF. DWG: VIASAT INC. E14
ENGINEER: CULP & TANNER DEVAILER: TF
ARCHITECT: IPD
DRAWN: ppp CF/K: RKP JOB NO.: I DWG, NO.:
DOTE: 08/27/2017 DATE: 00/27/2017 1710 rvl 1 53
BILL OF MATERIALS
ADVANCE I I I I I WEIGHT DIV I BILL MARKS I DESCRIPTION I LENGTH REMARKS (EN) I
It I M154 I CABLE I I E1RWGLVHISKPAI& 55 0.0
Ii M154 1100CABLE 71-II 1116" 1 A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X71'-ll 1/16 LONG.
11 QUANTITY REQUIRED.
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
13/16"0TYP U.N.O 3/4"øTVP U.N.O SEE DETAILS
11-CABLES-M154
REV. I DATE DESCRIPTION
PACIFIC COAST IRON
- SVIT (omoTho hood
mg V.Iley. CA 91977
(:ofltr TElor 1111—#44,712
IRIS) 4R1-AIICO FOE 4111-9905
I'BOEET. VBR_PARKING STRUCTURE P-I
CONTRACTOR: VIASAT INC. REP. DWG: E14
ENGINEER: CULP & TANNER OETAILER: TF
ARCHITECT: IPD
DRAWN: ppp Clix: RKP JOB NO.: DWG.NO.:
1 1710 M154 DATE: 06127/2017 DATE: 06127/2017
BILL OF MATERIALS
ADVANCE I OTY I WAILS I DESCRIPTION I NGTH RE I I WEIGHT I LE I WAKS
11 I M155 I CABLE I I Bi0GE6S&1SWPAISZ SE 10.0
BILL
II 1 M155 11/2-0 CABLE 171-Al 1/16 A416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X71'-ll 1/16 LONG.
11 QUANTITY REQUIRED.
11-CABLES-M155
PAINT: HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEU
l3/l6 0 TYP U.N.O 3140 VIP U.N.O SEE DETAILS
REV. I DATEI DESCRIPTiON
PACIFIC COAST IRON
90/3/I Jomocho /004
ContrctorLiTEflSR#44/3?12
6/01 401-9006 Fox 461-9900
VER_PARKING STRUCTURE P-I
DESCRIPTION:
COR/YACTOR: VIASAT INC REF. DWG: E14
ENGINEER: CULP & TANNER DECO/LEO: TF
ARCHITECT: ipo
DAN/SN: ppp COO: RKP JOB NO.: OWN. NO.: ,A
DATE: 06/2712017 DOTE: 06127/2017 1730 FV1155
BILL OF MATERIALS
ADVANCE I I WEIGHT
BILL OTT I MARKS I DESCRIPTION LENGTH REMARKS
ii I M156 I CABLE 50 0 02 1 G0PAI&Z 10.0
I
Ii M156 1/2*0 CABLE - 3/4) A416 0.0
AC
PURCHASE ITEM
1, 0 GALVANIZED 7 WIRE P.0
X 143'-l0 3/4 LONG.
11 QUANTITY REQUIRED.
11-CABLES-M156
PAINT: HOT-DIPPED GALVANIZED )SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
13/1 S" ØTYP U. N.0 SI4 IVTVP II N Cl SEE DETAILS
C 002112017 ISSUED FOR RE-APPROVAL
B 0001/2017 ISSUED FOR RE-APPROVAL
A 07110/2017 ISSUED FOR APPROVAL
REV. DATE DESCRIPTION
PACIFIC COAST IRON
011011 JTmVeho IiOH1I
(610) 401-01100 FTC 401-0000
PROJECT: VBR_PARK(NG STRUCTURE P-I
DESCRIPTION:
CONTRACTOR: VIASAT INC. REF. OWS. E15,E16
ENGINEER: CULP & TANNER DrA.E. TF
ARCHITECT: ps
DRAWN: ppp CHK: RXP JOB NO.: D11- NO:
DATE: 06/27/2007 DATE 06/27/2017 1710 M156
BILL OF MATERIALS
ADVANCE I I I I WE
ILL
IGHT I OTY MARKS I DESCRIPTION I LENGTh I REMARKS WA) B
I ii
I
I M158 I CABLE I I IKrBEGALSSI(SPAI&0 525 0.0
ii 1M158 1/20 CABLE 71-15/8" IA416 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X71'-1 5/8 LONG.
11 QUANTITY REQUIRED.
11-CABLES-M158
PANT. HOT-DIPPED GALVANIZED )SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL: 13/16" 0 TYP U.N.O 25/4 0 11 U.N.O SEE DETAILS
REV. I DATE I DESCRIPTION
PACIFIC COAST IRON
903/I .IVmAThR I/OR4
rA 91977
71, CtC Uense
(VIA) 401-0000 Fox 401-1190.5
VER_PARKING STRUCTURE P-i
DESCRIPTION:
CONTRACTOR: VIASAT INC REF. DWG: E14
ENGINEER: CULP & TANNER DETAILED: Ti0
ARCHITECT: PD
DRAWN: ppp COO: RKP JOB NO.: DWG. NO.:
SATE: 06/27/2017 DATE: 06/27/2017 1710 M158
BILL OF MATERIALS
ADVANCE I I I WEIGHT
Bill. OTT
I MARKS I DESCRIPTION I LENGTh REMAWIS I
II I M159 I CABLE I 61- GALlS SSICPE& SO 0.0
I
II 1 M159 11/2-0 CABLE 171-I1 1/16" 1 A41 10.0
PURCHASE ITEM
1/2 0 GALVANIZED 7 WIRE P.0
X71'-ll 1/16 LONG.
11 QUANTITY REQUIRED.
11-CABLES-M159
PAINT. HOT-DIPPED GALVANIZED (SSPC PAl & 2)
OPEN HOLES: BOLTS: WELD: STEEL:
13/16" ØTVP U.N.O MA" CITYP II NO SEP DETAILS
C 102112017 ISSUED FOR RE-APPROVAL
B 01101/2017 ISSUED FOR RE-APPROVAL
A 07110/2017 ISSUED FOR APPROVAL
REV. DATE DESCRIPTION
PACIFIC COAST IRON
0030 2omVohR liTRd
p, ing Vall— CA 9197
C It flT IT
10191 401-01100 FHX 401-090.5
PROJECT: VaR_PARKING STRUCTURE P-i
DESCRIPTION:
VIASAT INC.
ENGINEER: CULP & TANNER
ARCHITECT: lED
DRAWN. ppp CAR RKP I JOBNO.:
1710 DATE: 06/27/2217 DATE: 06/27/2017
REF OWS E14
DWSNO
BILL OF MATERIALS
ADVANCE
BILL DiV MARKS DESCRIPTION LENGTh REMARKS WEIGHT
253 M161 CHUCK SD
253 M161 I CHUCK S-I 1/2" 1 - 0.0
PURCHASE ITEM
GRIB IT CABLE,
CHUCK ASSEMBLY
3500 PSI MINIMUM FINAL
EFFECTIVE PRESTRESSING
CABLE FORCE.
253- CHUCKS - M161
PAINT:-
OPEN HOLES BOLTS WELD STEEL
13/16"OTVPU.N.O 314"01YP U.N.O SEE DETAILS
REV. I DATE DESCRIPTION
PACIFIC COAST IRON
9038 J--h. IIood
mg V.11—. CA 91977
Ct Li—se
(619) 151-91100 FoE 461-990.5
VBR_PARKING STRUCTURE P-I
DESCRIPTION
CONTRACTOR: VIASAT INC. REF. DWG: E14,E15E16E1
ENGINEER: GULP & TANNER DETGII.ER: TF
PD
DRAWN: ppp CON: RKP 10090.: DWS.NO.:
DATE 06/27/2017 DATE. 06127/2017 IV1161