HomeMy WebLinkAbout2421 WEST RANCH RD; ; PC150063; PermitPrint Dath: 08/28/2018 Permit No: PC150063
Job Address: 2421 West Ranch St
Permit Type:, . BLDG-Migrated . Work Class: BLDG-Migrated Status: Closed -Finaled
ParcelNo:. 20819502ô0 , Lot #: J Applied: 11/25/2015
Valiion: $0.00 - Reference #: Issued: 06/01/2016
Occupancy Group Construction Type Permit 08/28/2018
. - .• . Finaled:
# Dwelling Units Bathrooms Inspector
Bedrooms . . - ,• . Orig. Plan Check#: Final • Plan Check U: Inspection:
Project Title:
Description: PLANCK - ROBERTSON RANCH ENTRY MONUMENT
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AMOUNT FEE ._
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Total Fees Total Payments To Date Balance Due
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Building Division - • -
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560f I www.carlsbadca.gov
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(iiyof .1 :. Carlsbad'
Print Date 08/28/2018 - Permit No SW150454
-Job Address: '.' 2421 West Ranch St .• ' -
Permit Type: BLDG -Migrated Work Class: BLDG-Migrated Status: Closed - Finaled
Parcel No Lot # Applied 11/25/2015
Valuation $ 0 00 Reference U Issued 06/01/2016
Occupancy Group: . . Construction Type Permit 08/28/2018 - . - Finaled: .
#Dwelling Units: , . Bathrooms: Inspector: •- : -
,,Bedrooms: - . ., Orig. Plan Check U: Final -
-
.• Plan Check U: Inspection:
'.Project Title:.,
Dscription SWPPP ROBERTSON RANCH ENTRY MONUMENT
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AMOUNT
Total Fes: . - - Total Payments To Date: Balance Due:
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Building Division
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 I 760-602-8560 1 I www.carlsbadca.gov
F FoLLoWING APPROVALS REQUIRED PRIOR TopERMlssuANcE: DPLANNING DENGINEERING DBUILDING E:1 FIRE [:]HEALTH
'. ..
- Building Permit Application Plan Check No. fj J(Q
Est. Value k..j. City of 1635 Faraday Ave., Carlsbad, CA 92008
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Ph: 760-602-2719 Fax: 760-602-8558 ar a - - - - email: bulldlng@carlsbadca.gov Plan Ck. Deposit
Date SWPPP www.carisbadca.gov
JOB ADDRESS West Ranch Street Carlsbad, CA 92010 SUITE#/SPACE#/UNIT#
n/a
APN
- - -
CT/PROJECT #- , LOT # PHASE # # OF UNITS # BEDROOMS 6 BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE ,
- .' CT -13-03 -1 338 & 337 I1. n/a n/a n/a n/a V-B
1,OCC.GROUP
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
- -
Community entry monument for Robertson Ranch - West Village subdivision. Project consists of two monument structure zones of
approximately 1025 s.f each 2050 s.f. total on east and west sides of West Ranch Street at the intersection of El Camino Real.
- - - Monument design will include a tower and colonnade archway element and a signage monument wall.
- ' EXISTING USE. .. PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS
graded pad entry monument n/a n/a I n/a YESE)f NOE]l YES NO YESNO
APPLICANT NAME - The Lightfoot Planning Group - Phil Armstrong PROPERTY OWNER NAME Rancho Costera, LLC - JoAnn Epstine
Pdna
Contact -
ADDRESS - ' .
. - .. - 5900 Pasteur Court, suite 110 ADDRESS
725 W. Town & Country Road
CITY .. ,. ..- - STATE ZIP
- Carlsbad - CA 92008
CITY STATE ZIP ..
Orange CA 92868
PHONE .,-. . . - .. - _
•'-, - 760-692-1924
FAX
n/a
PHONE
760-720-5485
FAX . •
EMAIL , - •- -• - phil@lightfootpg.com
EMAIL - - - -
jepstinetollbrothersinc.com
DESIGN PROFESSIONAL I - - MJK Architecture - Michael Kant CONTRACTOR BUS. NAME Toll Bros., Inc. -
ADDRESS . ,,.. - . -. ADDRESS
- P.O. Box 1120 725W. Town & Country Road
CITY r. . :, - .. .. STATE •. ZIP CITY STATE ZIP -
.. - Vista CA 92085 Orange CA 92868
PHONE ---------• .
760-941-4647
FAX
n/a
PHONE
760-720-5485
FAX
n/a
EMAIL . - -. - mike@mjkarchitecture.com EMAIL •-.
greacontollbrothersinc.com
- STATE LIC. # STATE LtC.# - CITY BUS. LIC.# - - 11 1 C 17944 683543 713 123869
(Sec. 7031.5 Business and Professions Co
applicant for such permit to file a signed St
Business and Professions Code) or that he civil penalty of not more than five hundred
ue. .ey '..,y ,.,, ..uuuly wi,IcrI requires a perms ro consuruct, alcer, Improve, aemorisn or repair any structure, prior to its issuance, also requires the atement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9, commending with Section 7000 of Division 3 of the is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a dollars l$500H.
OOOOOO ØOOOO7O®
'Workers Compensation Declaration: I hereby affirm under penalty of pe4uy one of the following declarations:
have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
, I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy
- numberae: Insurance Co. Old Republic Insurance Co. Policy No. MWC30267701 Expiration Date 911/2016
0 section need not be completed if the permit is for one hundred dollars ($100) or less.
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of
California. WARNING: Failure to secure ra censation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in
addition to the cost of compensation, da~w~eseas'proomVip e 'on 37 of the Labor code, interest and attorney's fees. -
..CONTRACTOR SIGNATURE' AGENT DATE
I hereby affirm that lam exempt from Contractor's License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
safe. If, hoviever, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, us'ownerof the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
., property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -
- J l am exempt under Section _Business and Professions Code for this reason: - - -
-. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Dyes DNo -
- - , 2. I (have Ihave not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone I contractors' license number): - -
4, I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address phone contractors' license number):
5. IwilI provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/address! phone type of work):
..PROPERTY OWNER SIGNATURE - - []AGENT DATE . -.
f
13
Development Services
f SPECIAL INSPECTION Building Division liy Oi
AGREEMENT 1635 Faraday Avenue Carlsbad B-45 760-602-2719
In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed
requires special inspection, structural observation and construction material testing.
Poject/Pérrnit: (7c t IP!7 Project Address._&- C-4fri JY
THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder
Q. (if you checked as owner-builder you must also complete Section B of this agreement.) -
Name: (Please print)
(First) (MI.) (Last)
Mailing Addre: - '/2-c W - rid ,- t7ot'
. EmailJ Shflt -6AW Phone:_Th'Q. 12.-V. 'bP'
I ar:
,
roperty Owner UProperty Owners Agent of Record DArchitect of Record DEngineer of Record
'State of California Registration Number Expiration Date:____________________
AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read,
- understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural
observations, construction materiaJ6 testin and off-site fabrication of building components, as prescribed in the statement of - special inspections noted on the ppro lans and, as required by the California Building Code.
Sign
.
___ Date ' I
CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the
contractor / builder / owner-builder.
-Contractor's-CopanyNae:. I Please check if you are Owner-Builder 0
Name: (Pleae print)
Mailing Address: c.
. ztJ
'Email: J'1tLt Phone:_l(aV —1z _Wfl -
. State of California.Contractor's License Number: & S ' Expiration Date:
I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on
the approved plans;
I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the
building official; . .'
Iwill have in-place procedures for exercising control within our (the contractor's) organization, for the method and
frequency of reporting and the distribution of the reports; and
- , . • .1 certify that I will have a qualified person within our (the contractor's) organization to exercise such control;
- • Iwill provideafinal report/ letter incojlipliance with CBC Section 1704.1.2 prior torequestingfinal
.. . inspection.
' _________ Date:
B-45 •. . • Page 1 of 1 Rev. 08/11
p1 -
EsGil Corporation
- In cPartnershzp with government for(Building Safety
.DATE:,.FEB 05, 2016 U APPLICANT
-1IJRIS
JURISDICTION: CARLSBAD . .-. U PLAN REVIEWER 2
UFILE
:PLNC -1ECKNcPC15-0063 SET!!
PROJECT ADDRESS: WEST RANCH STREET
-• ..
PROJECT NAME MONUMENT SIGN FOR ROBERTSON RANCH
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes
- .-
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitfed herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck. .
' ..:
The check list trahsmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
.contact person. -.." -. - •--:•
- • .. - '- - s-.,, "
The applicant'scopyof the check list has been sent to:
-.Philip J Armstrong PLA 5900 Pasteur Court, Suite 110, Carlsbad CA 92008 s
- , 1,:-' 4 _. • .
EsGil Corporatior staff did not advise the applicant that the plan check has been completed
LIh EsGil Corp ration staff did advise the applicant that the plan check has been completed
Person c'ont'acted: Philip Armstrong Telephone # 760 692 1924 ext. 254
Date contacted (bj Email
Mail Telephone Fax In Person
REMARKS':*The City Policy requires that their Special Inspection Agreement Form be complete
at the building department for the CMU walls on this project
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By AL! SADRE, S E Enclosures
EsGil Corporation
II GA El EJ El MB ti Pc 2/1 •' -
- .---. •_c .•
320 Ches'ake DrivSuite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
4
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EsGil Corporation
-
- In cPartners flip with government for Building Safety -
- DATE: DEC. 09, 2015 -. APPLICANT
- - - -- JURIS. -
'• JURISDICTION:, CARLSBAD U PLAN REVIEWER
- - U FILE -
PLAN CHECK NO.: PC15-0063 SET:I
PROJECT, ADDRESS WEST RANCH STREET
,_S-_• - - .- S -
: PROJECT NAME: MONUMENT SIGN FOR ROBERTSON RANCH
S -
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes
- - - .
The 'plan's transmitted herewith will substantially comply with the jurisdiction's - -
c6des when minor deficiencies identified below are resolved and checked by building
.dèpartrnent staff
The plans 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
Cor'poration until corrected plans are submitted for recheck
- -
- Lii. 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
- 'MICHAEL KANT AlA do MJK Architecture
5 S . ..- - S . -
. .• . . -. -
- --
-' . E11 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: MICHAELKANT Telephone #: 760-941-4647
Date c
,
tacted t2'-( " (byI\C> Email mike(ämlkarchitecture corn
Telephone Fax In Person .
. . --
4 REMARKS.',
.
- . •_i -•. -: - ---- • - .•.-, -
- • -_ -
- - -.
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By ALl SADRE, S E Enclosures
2 '--EsGil Corporation
.'EJ - GA -- EJ D MB - [I PC 12/01
itç
9320Chesaeake Drive Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 -
45
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CARLSBAD PC15-0063
.' DEC. 09, 2015
GENERAL PLAN CORRECTION LIST
JURISDICTION: CARLSBAD PLAN CHECK NO.: PC15-0063
PROJECT ADDRESS: WEST RANCH STREET
OCCUPANCY = U, CONSTRUCTION = V-B, SPRINKLERS = NO, AREA = 1000-S.F.
STORIES ONE; HEIGHT = 19';
DAtE PLAN RECEIVED BY DATE REVIEW COMPLETED:
-. - ESGIL CORPORATION 12/01 DEC 09, 2015
REVIEWED BY ALl SADRE, S.E.
FOREWORD (PLEASE READ)
This plan review is limited to the technical requirements contained in the International.
Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical
Code and state laws regulating energy conservation, noise attenuation and disabled
access. This plan review is based on regulations enforced by the Building Department. I
. You may have other corrections based on laws and ordinances enforced by the
Planning Department, Engineering Department or other departments
The following items listed need clarification, modification or change All items must be
satisfied before the plans will be in conformance with the cited codes and regulations.
- The approval of the plans does not permit the violation of any state, county or city law.
Please submit three revised, stamped & signed sets of plans to
THE JURISDICTION'S BUILDING DEPARTMENT
'To facilitate rechecking, please identify, next to each item, the sheet of the
plans upon which each correction on this sheet has been made and return
this sheet with the revised plans.
.: Please indicate here if any changes have been made to the plans that are not a
- result of corrections from this list. If there are other changes, please briefly
describe them and where they are located on the plans. Have changes been
- • made not resulting from this list? El Yes LJ No
-."
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, CARLSBAD PC 15-0063
DEC 09,2015
GENERAL
r 1 Please note on plans the Type of Occupancy, Type of Construction, Number of
Stories, Sprinklers (Yes or No), Area of the Structure and its Height on plans
2 Please provide the door information on plans including size, type, hardware, etc
3.. Show location of attic access with a minimum size of 20"x30", unless the
maximum vertical headroom height in the attic is less than 30 inches Access
must be provided to each separated attic area Section 1209.2.
4 Specify roof slope on the plans
5 Specify on the plans the following information for the roof materials, per Section
.15063
a) Manufacturers name and Product name/number./
., b) ICC approval number or equal
ACCESSIBILITY
6 Provide notes and details on the plans to show compliance with the enclosed
"Disabled Access" Review List
•• : .
STRUCTURAL
7 Note on the foundation plan that "Prior to the contractor requesting a Building
Department foundation inspection, the soils engineer shall advise the building
official in writing that
The building pad was prepared in accordance with the soils report
The utility trenches have been properly backfilled and compacted, and
- The foundation excavations comply with the intent of the soils report
?8.. . The plans shall indicate that special inspection will be provided for the following
work.,(Section 107.2)
a) Masonry construction Special inspection should be provided for all masonry
construction in accordance with Section 1705.4.
9 A Statement of Special Inspections, prepared by the registered design
professional in responsible charge, shall be submitted This statement shall
' include a complete list of materials and work requiring special inspection, the
inspections to be performed and an indication whether the special inspection will
be continuous or periodic Section 1704.3.
10 Please specify on the plans the roof sheathing nail size and spacing
I I Please submit structural calculations for the proposed project
'• CARLSBAD PC 15-0063
DEC 09, 2015
ELECTRICAL and ENERGY COMMENTS
PLAN REVIEWER Eric Jensen
ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE)
1
12 Detail compliance with ES 130.2(c). (For both the sign and detail lighting)
. Note: If you have any questions regarding this Electrical and Energy plan review list
please contact Eric Jensen at (858) 560-1468. To speed the review process, note on
this list (or a copy) where the corrected items have been addressed on the plans
4.
o The jurisdiction has contracted with EsGil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468,
to perform the plan review for your project If you have any questions regarding
these plan review items, please contact ALl SADRE, S E at EsGil Corporation
Thank you
.
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CARLSBAD PC 15-0063
.,: . DEC. 09, 2015 V
DISABLED ACCESS REVIEW LIST
DEPARTMENT OF STATE ARCHITECT TITLE 24
V
V The following disabled access items are taken from the 2013 edition of California Building Code, Title 24. Per Section 1.9.1, all
V publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities.
V Please reflect the following items on plans: V
SITE PLAN REQUIREMENTS
V V, 1 Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances V
• and between the structure and the public way, per Section 11B-206.2V1. V
V
2. - Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways.' V
V
V V Sections 11B-247.1.2.5 and 11B-705.1.2.5. V
VV V V • CURB RAMPS V
V4V V V V
3.1
V
• Curb ramps shall be constructed where a pedestrian way crosses a curb, per Section 202.
4 Plans shall show that curb ramps are ~48 wide with a slope of :51 12 (8.33%), per Section 11 B-406.5.2.
V
V 5 V The slope of the fanned or flared sides of curb ramps shall not exceed 1:10, per Section 11 B-406.2.2.
V
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6
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V -. V V
VV
V
Show that detectable warnings 36 deep and extending the full width of the curb ramp inside the grooved border, are to
V
VV be installed for all curb ramps (regardless of slope), per Section 11 B-705. Only approved DSNAC detectable warning
V products and directional surfaces shall be installed. Section 11 B-705.3.
7 Locate curb ramps to prevent obstruction by parked cars per Section 11 B-406.5. 1
"V
V 8. -. .Show that the landing at the top of the curb shall be level and ~:48" depth for the entire width of the curb ramp. Section 01
4 ' 11B-406.5.3. V
WALKS AND SIDEWALKS
• , V
9 If any proposed walks slope >1:20 (5%) they must comply with ramp requirements per Section 11 B-402.2.
10 Walks along an accessible route of travel are required to be 248 minimum in width and have slip resistant surfaces per
Section 11 B-403.5. 1, Exception 3. V
V V
11 The maximum permitted cross slope for walkways shall be 1:48, per Section 11 B-403.3.
V V 12. ' Show or note that any abrupt level changes will be /2 ' along any accessible route of travel. When changes do occur,
V - V
they shall be beveled with a slope of :51:2. Level changes of /4" may be vertical. Section 11 B-303.
•
V NOTE: If level changes >1/2, they must comply with the requirements of ramps. V V
V V
13. V Show that a 60" x 60' level area is provided at areas where a door (or gate) swings toward the walk in the accessible route -
of travel, per Section 11 B-404.2.4. Show that the walk extends ~24" beyond the strike edge of the strike edge of any door
V
V (or gate) that swings toward the walk.
V V V
14.
-
- Provide details or interior elevations to show that objects projecting from walls with their leading edges comply with
- .Section 11B-307.1: V
-a) >27" but :580" above finished floor protrude 4" into walks, halls, corridors, passageways or aisles.
-. -.
:527" or >80" above finished floor may protrude any amount.
.
b)
-
V ' • c) Freestanding objects mounted on posts or pylons may overhang 12" into the walk, hall, etc. if ~:27" but 80"
V -
V
- . V VVabove ground surface/ or floor.
. .5.-. - S -
V . DFflFTPIAM PAMP
V V• - - . • (Show details & references on Sheet A1.02):
V , •15. -, 'Show that any path of travel with a slope ~1 :20 (5%) complies with pedestrian ramp requirements, per Section 11 B-402.2.
16. VV The allowable cross slope at pedestrian ramps shall be :5 1:50 per ft(2%), per Section 11B-405.3. V
17,, Show or note that ramp surfaces will be slip resistant Section 11 B-302.1.
V 4' V4,.. - •V V
s.( •' :
CARLSBAD PC 15-0063
DEC. 09, 2015
18. . Ramps shall have a minimum width of 48 inches, per Section 11 B-405.5.
J : 19. . Ramps shall be provided with intermediate landings where the rise is >30 inches. Section 116-405.6.
20:•,, Show handrails at each side of ramp(s) which are shown to be ~:1:20 (5%) in slope, per Section 11B-505.2.
21.' . Show that handrails are ~t11h" but :52' in any cross sectional dimension. Additionally, show that the handrails are placed a
.: 21/" from any wall, per Section 11B-505.7.
22. - Show or note that handrails meet the following requirements, per Section 11 B-505:
'.a) •Are continuous; Are to be located ~34" but :538" above the ramp surface.
-
-• b) Ends are to be returned to a wall or walking surface.
- c) . Extend ~12" beyond both the top and bottom of the ramp. Extensions of handrails shall be in the same direction
of the ramp runs.
23. Note that all wall surfaces, adjacent to handrails, will be free of abrasive elements, per Sec 11 B-505.8 (i.e., no stucco).
24. Where the ramp surface is not bounded by a wall, the ramp shall comply with one of the following, per Sec. 116-405.9.2:
A guide curb a minimum of 2 in height shall be provided at each side of the ramp or
- - - A wheel guide rail shall be provided that prevents the passage of a 4" sphere where the sphere is within 4" of the
•
. finish floor..
. DOORS
25 • Show that every required passage door has ~:32 clear width per Section 11B-404.2.3.
Show, or, note, that there is a level floor or landing on each side of all doors. The floor or landing is to be :5/2" lower than
the doorway threshold, per Section 11B-404.2.5.
., Show or note that all hand-activated door opening hardware meets the following requirements, per Section 116-404.2.7:
Latching or locking doors in a path of travel are operated with a single effort by lever type hardware by panic
bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to
grasp the opening hardware. .
S ••'
Is to be centered >-34 but <-44 above floor.
28 Show or note that the maximum effort to operate doors shall not exceed 5 pounds with such pull or push effort being
- applied at right angles to hinged doors and at the center plane of sliding or folding doors. Section 11 B-404.2.9.
S -
29. Show or note that the lower 10" of all doors comply with Section 11 B-404.2.1 0, as follows:
a) Narrow frame doors may use a 10" high smooth panel on the push side of the door.
b) - To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trip
or' hazardous condition:
SPECIAL HAZARDS
310. Provide details or, interior elevations to show that objects projecting from walls with their leading edges comply with
Section 116-307.1..
.
>27 but :580 above finished floor protrude :54 into walks halls corridors passageways or aisles
27" or >80" above finished floor may protrude any amount.
Freestanding objects mounted on posts or pylons may overhang :512 into the walk hall etc if ~!27 but 80
•
- :• above ground surface or finished floor.
31. If a walk crosses or adjoins a vehicular way and walking surfaces are not separated by curbs or other elements, show that
the boundary is defined, per Section 116-247.1.2.5, by a continuous detectable warning which is: ,.•
a) >_36 in width Section 1113-705.11.2.5; Only approved DSNAC detectable warning products and directional
-• - 1
surfaces shall be installed Section 1167053
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•••,. ' .-, '-.
S. •, -, . .. -
.................
-'• - . - .
- *
N. CARLSBAD PC 15-0063
DEC09,2015, I
[DO NOT PAY— THIS IS NOT AN INVOICE]
:.: VALUATION AND PLAN CHECK FEE
JURISDICTION CARLSBAD PLAN CHECK NO PC 15-0063
PREPARED BY ALl SADRE, S E DATE DEC 09, 2015
BUILDING ADDRESS; WEST RANCH STREET
. •
BLflLDING OCCUPANCY U, V-B
BUILDING .•
PORTION.
, AREA
(Sq. Ft.)
. Valuation
Multiplier
Reg.
Mod.
VALUE ($)
-
SIGNAGE 1000
- 4. - . -
Air Conditioning :
F
Fire Sprinklers
1TOTAL VALUE
Jurisdiction Code •i CB . By Ordinance
Bldg Permit Fee by Ordinance V
I $362 501 Plan Check Fee by Ordinance I
Type ofReview: 0 Complete Review o Structural Only
4) .'. • - ..- - . -
y E3 Repetitive Fee
-:I Repeats .
0 Other
- •
.
Hourly 2.5 Hrs. @ *
-.
EsGil Fee $116.00 I $290.00I -.
Based orihourly rate • -- -
• -- 4 ' .4
'Corrments
. .4 4.
- • - . Sheet 1 of 1
-
.. macvalue.doc + - • . -
4' - ; '
- • .
4, 4- 4 .• 4 .
-
.
•
• -. •
•
F
'
:
Community & Economic
Development Department
1635 Faraday Avenue
Carlsbad CA 92008
www.carlsbadca.gov
', 'DATE: 02-08-2016 PROJECT NAME: ROBERTSON RANCH ENTRY MONUMENT PROJECT ID: CT 13-03
PLAN CHECK NO: PC 15-63 SET#: 2 ADDRESS: WEST RANCH ST. APN:
? VALUATION: - SCOPE OF WORK: COMMUNITY ENTRY MONUMENTS (EAST & WEST SIDES)
OFF EL CAMINO REAL.
This plan check review is complete and has been APPROVED by
-
LAND DEVELOPMENT ENGINEERING DIVISION
Final inspection by Construction Management & Inspection Division is required Yes LII No [XI
This plan check review is NOT COMPLETE Items missing or incorrect are listed on
the attached checklist Please resubmit amended plans as required
Plan Check Comments have been sent to PHIL@LIGHTFOOTPG@COM
To determine status by one of the divisions listed below, please contact 760-602-2719
[L1IL3 LAND DEVELOPMENT
760-602-2750
F1 Chris Sexton Chris Glassen Greg Ryan
760-602-4624 760-602-2784 760-602-4663
Chris.Sexton@carlsbadca.gov Christopher.Glassen@carisbadca.gov Gregory.Ryan@carisbadca.gov
Tl Gina Ruiz Linda Ontiveros F—]Cindy Wong
760-602-4675 760-602-2773 760-602-4662
Gina.Rwz@carisbadca.gov Linda.Ontiveros@carlsbadca.gov ' Cynthia.wong@carlsbadca.gov
fl FII ValRay Nelson
760-602-2741 F] Dominic Fieri
• VaiRay.Marshaii@carisbadca.gov
7606O2-4664
Dominic.Fieri@carlsbadca.gov
****THE PROPOSED 5' WIDE MEANDERING SIDEWALK MUST NOT DEVIATE OUTSIDE OF THE
PUBLIC RIGHT-OF-WAY OR PUBLIC PEDESTRIAN ACCESS EASEMENT SHOWN ON THE
ATTACHED SIGNED APPROVED IMPROVEMENT PLAN DWG 4O-3 HT. #7****
: ( 6 L Al U1C Ø4/f4.
•- •.
' •. •••. •
- :.
- -.;
'STORM
13
- - - •
— ,—
.- •,.'• . I -
WATER COMPLIANCE FORM
-
-. —
- .-
':
- 0eve1opment Services
TIER I CONSTRUCTION SWPPP
. , Land Development Engineering
1635 Faraday Avenue
OF
'- E-29 •
'•.-. 760-602-2750
_AniCDAD
'
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www.carlsbadca.gov
-- - . •- -. -. .-• •.-. , * 4
STORM WATER POLLUTION PREVENTION NOTES
ALL NECESSARY EQUIPMENT AND MATERIALS
SHALL BE AVAILABLE ON SITE TO FACILITATE
RAPID INSTALLATION OF EROSION AND
SEDIMENT CONTROL BMPS WHEN RAIN IS
EMINENT. -
THE OWNER/CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF
THE CITY ENGINEER AFTER EACH RUN-OFF
PRODUCING RAINFALL. • -
THE OWNER/CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION CONTROL MEASURES
AS MAY BE REQUIRED BY THE CITY
ENGINEERING OR BUILDING INSPECTOR DUE
TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY
ARISE. -
ALL REMOVABLE PROTECTIVE DEVICES SHALL
BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS
SHALL BE REMOVED AFTER EACH RAINFALL.
ALL GRAVEL BAGS SHALL BE BURLAP TYPE
WITH 3/4 INCH MINIMUM AGGREGATE.
ADEQUATE EROSION AND SEDIMENT
CONTROL AND PERIMETER PROTECTION BEST
MANAGEMENT PRACTICE MEASURES MUST BE
INSTALLED AND MAINTAINED.
SPECIAL NOTES
PROJECT INFORMATION
Site Address: J* PS\ bt
Assessor's Parcel Number:
Project ID:
,.Construction Permit
Estimated Construction Start Date
-
Project Duration Months
ergency Contact:
Name:
\24 hour Phone: 1O' E37
Perceivd Threat to Storm Water Quality
Medium
0 Low
If medium box is checked, must attach a site plan
sheet showing proposed work area and location
of proposed structural BMPs
For City Use Only
CITY OF CARLSBAD
STANDARD TIER 1 SWPPP
Approved By:
Date:
REV 4/30/10
STORM WATER COMPLIANCE CERTIFICATE
I ' Mi project is not in a category of permit types exempt from the Construction
SWPPP requirements
My project is not located inside or within 200 feet of an environmentally
sensitive area with a significant potential for contributing pollutants to nearby
receiving waters by way of storm water runoff or non-storm water
- discharge(s).
I My project does not reqüirea grading plan pursuant to the Carlsbad
Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code)
I My project will not result in 2,500 square feet or more of soils disturbance
including any associated construction staging, stockpiling, pavement
removal, equipment storage, refueling and maintenance areas that meets
one or more of the additional following criteria:
located within 200 feet of an environmentally sensitive area or the
Pacific Ocean; and/or, -
disturbed area is located on a slope with a grade at or exceeding 5
horizontal to I vertical; and/or
. disturbed area is located along or within 30 feet of a storm drain inlet, an
open drainage channel or watercourse; and/or
construction will be initiated during the rainy season or will extend into
the rainy season (Oct. 1 through April 30). -
I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE
CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING
FOR CITY APPROVAL A.TIER 1 CONSTRUCTION SWPPP PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS.
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST
MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE
MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE
THE EXPOSURE OF STORM, WATER TO CONSTRUCTION RELATED
POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH
THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE
DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE
CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF
CARLSB -.
cj OkNJJ ?S $M 2
OWNER(S)/OWNER'S AGENT NAME (PRINT)
-I
OWNER()1'QVN'S AGENT,!~ME (SIGNATURE) DATE
/ / /_ /t*s IA /
E-29 • -
Erosion Control Sediment Control BMP
Tracking
S Control Non-Storm Water Waste Management and Materials
— BMPs Management BMPs Pollution Control BMPs BMPs
t CD E
Co .
cc — :3 2 .. — - CL .
cc Co
BestManagementPractice'CL I , 1L
(BMP)Description4 , i— E O )O . :
c w. _C1)EcoO.
-
(, 0 0 co UJO 2 (1) (1) a, Cl)
.c 0 . u i 0 Cl)> (1) 22 (1)0- Cl).
D)o
(I)
Co9
0 0--C 0- a,C >( (
0
(1) Cl)(
59
Cl)
CU 1 I 0 0
CASQADesignation -)' - 99 CP C? 99 117 99 C? pr99 C? (9 99
• 0 w 0 w 0 w ' 0 W
U)
W
,U)
W W
Cl), U)
W
Cl)
W
Cl)
W
U)
1 W a:
-
a:
i—
U) z U) z U) z U) z W U) Construction Activity
= Grading/SoilDisturbance
Trenching/Excavation
_Stockpiling
Drilling/Boring "
Concrete/Asphalt Saw
cutting
Concrete flatwork .
Paving .
Conduit/Pipe Installation - -- -----
.
— Stucco/MortarWork - - -
----------
- - - - - - - -
-
- -
Waste Disposal - . . . - - • .
Staging/Lay Down Area '
'Equipment Maintenance . . . . .
and Fueling . •
Hazardous Substance , . t, -
I I - — -•
Use/Storage '. . .
--
.. .. . -.
Dewatering
Site Access Across Dirt .
Other(list) = 1L iiz : = liii 11111 11111
-- 1
-. - ,,,' I19.r,
Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add anyother activity des&iptio'ns in the
blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best
management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was
checked off and for each of the selected BMPs selected from the list. For Example - If the project includes site access across dirt, then check the box to the left of Site Access Across Dirt". Then review
the list for something that applies such as 'Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction
lngress/Egress column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on
the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the 'Stockpiling" row intersects the new Cover with
Plastic" column.
To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice
measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project.
, . . .
'" . •-- - -
"4
E-29 ...... . , Page 2 of 3 - . , - REV 4/30/1
"I
. STORM WATER Development Services
C ITY F COMPLIANCE Building Division .
1635 Faraday Avenue
CARLSBAD -
V ASSESSMENT 760-602-2719 V V
V
-
B-24 www.carisbadca.gov V
V •:' VVV
'I am applying to the City of Carlsbad for the following type(s) of construction permit: V
Building Permit 13 Right-of-Way Permit
V
V
'Myprajectiscategoricàiiy EXEMPT from mum Electrical Patio/Deck
V
Vthe requirement to prepare a storm water I '
Fire Additional Photo Voltaic
V
V
Alarm Re-Roofing pollution prevention pian (SWPPP) because it L....1,/V
Fixe'
V V
re
d Systems Sign only requires issuance of one or more of the Mechanical Spa-Factory ' V
following permit types: Mobile Home Sprinkler V
V V Plumbing Water Discharge
Project Storm Water Threat Assessment Criteria*
No Threat Assessment Criteria V
V V V
V 0 My, project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because V
.. it meets the no threat' assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier
V V Level My project does not meet any of the High Moderate or Low Threat criteria described below.
V
;Tier ; Low Threat Assessment Criteria V
My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project *
meets one or more of the following criteria:
' • Results in some soil disturbance; and/or *
V
•V •Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling).
V Tier 2 - Moderate Threat Assessment Criteria
V V 0 My project does not theet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: •V V
- • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, V , • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement V
V V removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria:
- . , ' V ', ' • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or
V Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or -.
V • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or V
V V - • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30).
* - Tier 3' - Significant Threat Assessment Criteria V
V
- V
V U My project inc!udes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any
- ' associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or V 0 My project is hart of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any -' V associated construction staging, equipment storage, refueling and maintenance areas: or, V
••
V
My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant ' ' •V ' - V
, potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). V
V •' ,V,VV V
V' •'V
'
V
•+_ .4 ,_ V. & . *
checked statements are true and correct. I understand
- and acknowledge that even though this project does
- V - not require preparation of a construction SWPP, I must
' V V still adhere to, and at all times during construction
- with the storm water best management practices
I - pursuant to Title 15 of the Carlsbad Municipal Code
and to City Standards. V V
V 'The City Engineer may authorize minor variaCces from the Storm
- V Water Threat Assessment Criteria in special circumstances where it -
' can be shown that a lesser or hiaher Construction SWPPP Tier Level is
'warranted. • - V - - V
V
B24 o Page 1 of 1 Rev 03/09
••Vf V, ,•
-
V .
I cerfi4' to the best of my knowledge that the above V
V V
Project Address: Assessor Parcel No.
R'gM
r/Owner's Authorized Agent Name: Title:
V - 'activities for the permit type(s) check above comply
oe
*i Owner/Owner's Autho Date:
11,94 .
City Concurrence: I By: I Date: Project ID:
U YES NO I
V
'St
4
;
- .CITY OF
CARLSBAD
PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division
APPROVAL 1635 Faraday Avenue
(760) 602-4610 P29 wwwcrIcbdcaov
J 5
•
4 -
DATE 01/05/16 PROJECT NAME Rob Ranch Entry PROJECT ID CT 13-03
' - PLAN CHECK NO: PC 15-0063 SET#: IADDRESS: N/A APN: N/A
This plan check review is complete and has been APPROVED by the Planning
Division.
i
By Christer Westman
A Final Inspection by the Planning Division is required Yes Z No
' You may also have corrections from one or more of the divisions listed below. Approval
from these divisions may be required prior to the issuance of a building permit.
, Resubmitted plans should include corrections from all divisions.
- This plan check review IS NOT COMPLETE Items missing or incorrect are listed on
-S. the attached checklist. Please resubmit amended plans as required.
•• S
- Plan Check APPROVAL has been sent to: phii@lightfootpg.com
For questions or clarifications on the attached checklist please contact the following reviewer as marked:
PLANNING ENGINEERING FIRE PREVENTION
760-602-4610 760-602-2750 760-602-4665
Christer Westman Chris Glassen Greg Ryan
760-602-4614 760-602-2784 760-602-4663 .Christer.westman@carisbadc6.gov - Ch ristoøher.Glassen@carIsbadcagov Grego!y. Ryan@carisbadca.gov
Gina Ruiz - ValRayMarshall Cindy Wong
760-602-4675 5 760-602-2741 760-602-4662
Gina.Ruiz@carisbadca.gov VaiRay.Marshaii@carisbadca.gov CvnthiaWong@carisbadca.gov
H Veronica Morones H Linda Ontiveros H Dominic Fieri
760-602-4619 760-602-2773 760-602-4664
Veronica.Morones@carisbadca.gov Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carIsbadca.gov S
Remarks: Sign lettering requires approval by separate Sign Permit
- -
I
z.,: --
•._.
/ Shay
S
Even.
From: Amber Ressmer
Sent: Monday, December 07, 2015 12:20 PM
To: , phil@lightfootpg.com
:Cc: • Building
Subject: . PC150063
Hello Phil, '
PC150063 Robertson Ranch Community Entry Monuments plan does not require Carlsbad Fire Department fire plan
review. -
Thänkyou,
Amber
'
-. • - • 5?
City of .
Car1sbad
Amber Ressrrer
Fire Prevention Office Specialist
City of Carlsbad .
1635 Faraday Ave
Carlsbad, CA 92008-7314
w,w.carlsbadca.gov
-
-P 760-602-4665 I F 760-602-8561 '
: -• '
4-I i c•'
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1
ORION STRUCTURAL ENGINEERING, INC.
11305 RANCHO BERNARDO ROAD, SUITE 121
SAN DIEGO, CA 92127
-
STRUCTURAL CALCULATIONS
FOR ROBERTSON RANCH COMMUNITY PARKS
. WEST RANCH STREET, CARLSBAD, CA
- -
Design Parameters
Entry Monument Structure Analysis
t
••k
PREPARED BY
1t4
- .'- - - - -
I I -
1/6/2016
Project Ref.: 147-005
c—
TABLE OF CONTENTS
Sheets 1-4
Sheets 5-7
- •,
•
V
*
-
ROBERTSON RANCH
ENTRY MONUMENT STRUCTURES AND WALLS 2013 CBC
LOADS
ROOF DECKING
FINISH CLAY TILE 15 V SHEATHING . 8-May 2.2
MISC. 0.8
TPSF
ROOF JOISTS
' SUBPURLIN @24" O.C. 2.2 MISC 0.8
21PSF
: .• / V
'WALLS
STUDS AT16 CC 15
.' STUCCO FINISH 10
PLYX2 . . 5
MISC • 05
17PSF
'I-
'V 4•
.:. .4SEISMIC
- Slte.Class D .
-. Occupancy Category II
redundancy= VV
-4 4
Ss= 1.083
S1= 0.417
Sds=2/39Sms 0.770 V Sd1=2/3Sm1= 0.440
?• -'-Seismic Design Category
Table 1613.5.6(1)= D
/ Table 1613.5.6(2)= D
Ie= 1.000
R= 6.500 - plywood shear walls
Cs=Sds/(R/Ie) 0.118 V
V Cs(ASD)= 0.083
V
V CsSds/(R/Ie)= 0.237
V' Cs need not exceed eqns 12.8-3 or 12.84 Cs (ASD) = 0.166 ¶
. Ta=CthnAx
V Ct= 0.028
-' - hn= 18.000
V x= 0.800 V
V
' Ta= 0.283
Cs=Sd1I(r(RJI))= 0.239
,
4 V
V
-
V*C.V4V_.V
. '• V - V
V V V' • V V V
- I
4
ELEMENT ZONE Gcpi GCp Pp
ROOF 1
2
3
0.18
0.18
0.18
0.18
0.18
0.18
-09
-0.8
-1.7
-1.2
-2.6
-2
25.
23.
44.
32.
65.
51 7.
WALL 4
4+
5
.5+
0.18
0.18
0.18
0.18
-1.1
1
-1.4
1
30.
-19.
37.
-19.4
OVERHANG
.
2
2
-2.2
-2.2
52.2
52.2
3
3
-3.7
-2.5F
878
59.3
PARAPET
WINDWARD
P1
P2
-19.4
44.6
PARAPET
LEEWARD
. . . -. -
ROOF PRESSURE
+
P4
P3
-
WALL PRESSURE
37.5
ROBERTSON RANCH
ENTRY MONUMENT STRUCTURES AND WALLS 2013 CBC
-
S WIND LOADING DIRECTIONAL PROCEDURE
MWFRS -
. Low Rise Building
15 degrees 150 ft<30ftok
• V= 110 mph
Exposure C
Rigid Structure Ta = 0.283 <1.0 ok .fir
.' Enclosed Structure
qs = 23.7 psf .00256*Kz Kzt*KdVt2*I
Kz =2.01*(z/900)A0.21 = 0.85
Kzt= 1
.• - '•-: ' . - . I = . I
- - Kd= 0.9
G= 0.85
ELEMENTS I• . p = qh[(GCp) - (GCpi)] Eqn 30.4-1 1
• .-. *
joist
beam
joist
beam
joist
beam
joist
beam
joist
beam
+ WALL PRESSURE
-
- -WALL PRESSURE
MFRS
p=qGCp q(GCpi) Eqn 27.4-1
k - - -
I • • r-. - •
.-,
4.
-I..
1* • - . . .
.;.. . ., -
•
q(GCpI) Eqn 27.4-4
ELEMENT Cp Gcpi p
WINDWARD ROOF -0.50 -0.18 -143
LEEWARD ROOF -0.50 -0.18 -14.3
WINDWARD WALL 0.80 0.18 20.4
LEEWARD WALL -0.50 -0.18 -14.3
OVERHANG -1.30 -0.181-30.5
WINDWARD PARAPET 1.5 35.6
LEEWARD PARAPET 1.00 23.7
I)
ROBERTSON RANCH
ENTRY MONUMENT STRUCTURES AND WALLS 2013 CBC
STEEL -
ROLLED SHAPES ASTM A992 Fy50KSl
PLATES ASTM A 36 FY=36KS1
• TUBES AND PIPE ASTMA500 GRADE B FY=46KS1 BOLTS ASTM A307
LIGHT GAGE ASTM Al 011 GRADE 3 FY=33KS1
LIGHT GAGE ASTM A1011 GRADE 41 FY=4OKSI
REINFORCING ASTM A615 GRADE 60 FY=60KSI
CON CRETE - 1'
FOUNDATION normal weight fc min = 2500psi @ 28 days
SOIL BEARING PRESSURE = 1500 PSF
:
WELDING
ROLLED SHAPES PLATES TUBES AND PIPE AND BOLTS
- " - EX0(70
REINFORCING STEEL
- EXX9O
LIGHT GAGE STEEL
- - Fu52KSI (1 INCH MIN LENGTH)
WOOD -,
HEM-FIR #2 Fb=850 PSI
(MIN) Fc1300 PSI
E1300 KSI
MASONRY NORMAL WEIGHT fc1500 psi
1
,-
m -
- 4.-.
A.
-. -
4.
ORION STRUCTURAL ENGINEERING, INC PAGE NOV_______
PROJECT______________________________ JOB NO.___________
op
11
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%&51 ORION STRUCTURAL ENGINEERING, INC PAGE NO-
PROJECT-- JOB NO.____________
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ORION STRUCTURAL ENGINEERING, I
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ORION STRUCTURAL ENGINEERING, INC PAGE NO7 ):Z)
- PROJECT JOB NO.____________
_'_.(2; Ll__ ------ - - ------- ---- -
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