HomeMy WebLinkAbout1020-80 S Harbor Blvd & 3800-3880 W Kent Ave - PlanSanta Ana Collection Community Corporation3800 W Kent AveSanta Ana, CA 92704
Property owner: Santa Ana Collection Community Corporation
Project address: 3800 W Kent Ave Santa Ana, CA 92704 APN: 108-722-54
Scope of work: Deck Repairs (approx. 96 sq ft) (33 locations)
& Scupper Repairs (4 locations)
Valuation of work: $128,891.50
V-B
RESIDENTIAL (3 STORIES)
R3
SCOPE OF WORK:
DECK REPAIRS
•Remove railing and store for re-use
•Remove existing Coating back 12" from deck edge
•Remove edge metal
•Remove stucco cladding around existing saddle
flashing approx 8-12 inches
•Fabricate and install new Edge Metal flashing
•Fabricate and install new GSM saddle flashings at
outside corners
•Install new SAM Flashing at all new saddle and collar
locations
•Restore the existing coating were removed and
address the water-pounding issues
•Apply 3-coat stucco system to match existing
•Reinstall metal railing like-or-like
SITE MAP
AERIAL – NORTH SIDE
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CM2 & Associates, Inc.
5000 Birch Street, West Tower
Suite 3000
Newport Beach, CA 92660
Contractor License: 1117325
www.GoCM2.com
SCUPPER REPAIRS
• Remove stucco cladding around perimeter of scupper approx
8-12 inches
• Remove the existing coating membrane around perimeter of
scupper at deck area
• Remove existing scupper and dispose.
• Install new scupper and overflow
• Restore the existing coating were removed and address the
water-pounding issues
• Apply 3-coat stucco system to match existing
BUILDING ADDRESS LIST:
1020 S HARBOR BOULEVARD – BLD 1
1040 S HARBOR BOULEVARD – BLD 2
1060 S HARBOR BOULEVARD – BLD 3
1080 S HARBOR BOULEVARD – BLD 4
3800 W KENT AVE – BLD 5
3810 W KENT AVE – BLD 6
3820 W KENT AVE – BLD 7
3830 W KENT AVE – BLD 8
3840 W KENT AVE – BLD 9
3850 W KENT AVE – BLD 10
3860 W KENT AVE – BLD 11
3880 W KENT AVE – BLD 12
CONSTRUCTION:
OCCUPANCY GROUP:
OCCUPANCY CLASS:
BLD 1 BLD 2 BLD 3 BLD 4
BLD 5
BLD 6 BLD 7 BLD 8 BLD 9 BLD 10 BLD 11
BLD 12
•Remove existing Coating back 12" from deck edge
•Remove edge metal
•Remove stucco cladding around existing saddle
flashing approx 8-12 inches
•Fabricate and install new Edge Metal flashing
•Fabricate and install new GSM saddle flashings at
outside corners
•Install new SAM Flashing at all new saddle and collar
locations
•Restore the existing coating were removed and
address the water-pounding issues
•Apply 3-coat stucco system to match existing
•Reinstall metal railing like-or-like
•Remove railing and store for re-use•Remove railing and store for re-use•Remove railing and store for re-use APPLICABLE BUILDING CODES:
2022 CALIFORNIA BUILDING CODE T-24:
- 2022 PART 2 - CBC
- 2022 PART 2.5 - CRC
- 2022 PART 3 - CEL.C
- 2022 PART 4- CMC
- 2022 PART 5 - CPC
- 2022 PART 6 - CEN.C
- 2022 PART 9 - CFC
- 2022 PART 10 - EBC
- 2022 PART 11 - CGBC
- 2022 PART 12 - CRSC
CITY OF SANTA ANA MUNICIPAL CODE VER. JAN
2024-CURRENT
ARTICLES I; II; III; IV; V; VI. AND ALL ITS
AMENDMENTS TO
APPLICABLE T-24 CALIFORNIA BUILDING CODES.
Deck Repairs: $3,375.50 (per area of location)
Scupper Repairs: $4,375.00 (per area of location)
GENE
These plans are intended for use by only knowledgeable licensed contractors familiar with
all applicable building codes and other governmental requirements, and able and willing to
provide workmanship and materials of high quality. They shall be interpreted so as to
incorporate all applicable building codes and other governmental requirements. All ambiguities
and doubts shall be resolved, unless the Engineer Of Record specifies otherwise in writing, in
favor of the construction or material of the highest quality.
Written information and dimensions shall take precedence over graphic information.
Do not scale drawings.
All dimensions are to take precedence over scale shown on plans, elevations, sec—
tions and details.
Any discrepancies on the plans or any deviations from the plans which are necessi—
tated by field conditions or any condition different from those indicated on the
plans, shall be called to the attention of the Engineer Of Record prior to contin—
uing construction. All work is to be coordinated so that cooperation between the
trades, where required, is accomplished.
The Builder shall take full and final responsibility for constructing a final product of appropriate
quality and serviceability consistent with the information and requirements contained in the
construction documents or reasonably inferable therefrom, and/or contained in the requirements
of any governmental entity with jurisdiction over the project; and in this regard the Builder
shall take full responsibility for all construction means, methods, techniques, sequences or
procedures including without limitation demolition, excavation and erection procedures; for
safety precautions and programs in connection with the project; and for the timeliness or
quality of all the work performed pursuant to this agreement. In this regard, the Builder
shall indemnify to the fullest extent allowed by law the project's design team, and their
respective officers, directors, principals and employees, of and from any and all claims,
liability and/or losses which are caused or contributed to by the failure of the builder to
honor these obligations, including even liability claims and/or losses involving any indemnities'
actual or alleged active negligence or design defects, and excluding only any indemnity's
sole negligence or willful misconduct.
DISCREPANCIES
The Contractor shall compare the structural drawings with the existing site configurations and
architectural drawings. All discrepancies shall be reported to the Engineer Of Record and
the Owner for proper adjustment before proceeding with the work.
OMISSIONS
In the event that certain features of the construction are not fully shown on the
drawings or called for in the general notes, then their construction shall be of the
some character as for similar conditions that are shown or called for.
CODES
All materials and workmanship shall conform to the California Building Code 2022 Edition
and all applicable local codes and ordinances.
FASTENER TREATMENT: AS REQUIRED BY THE PRESERVATIVE MFR
Hardware and Fasteners in contact with preservative —treated wood shall be approved by the
preservative treatment manufacturer, including: silicon bronze or copper, stainless steel or
hot —dipped zinc —coated steel and shall be as recommended by the preservative treated lumber
manufacturers. Silicon bronze, copper and stainless steel fasteners are acceptable for all
ground contact and moisture situations. Hot —dipped zinc —coated nails may be used for
basement and crawl space wall construction where polyethylene sheeting is applied to the
below —grade portion of the exterior wall and for wood basement floor construction, provided
the polyethylene sheeting is placed in accordance with the 2022 CBC. Other types of steel or
metal fasteners shall be permitted only if adequate comparative tests for corrosion resistance,
including the effects associated with the wood treating chemicals, indicate an equal or better
performance. Zinc —coated fasteners shall be coated after manufacture to their final form,
including pointing, heating, threading or twisting as applicable. Electroga Ivan ized nails or staples
and hot —dipped zinc —coated staples shall not be used. Framing anchors shall be of
hot —dipped zinc —coated A-446 Grade A steel. Exception: Where approved, fasteners used in
contact with preservative— treated wood products when not below grade or exposed to weather.
NAI
Minimum connection of wood members shall be in conformance with 2022 CBC Table No.
2304.10.1. All nails to be common wire round head nails per ASTM F 1667,
U.O.N. Nails in exterior applications shall be corrosion resistant. See below for minimum
nails sizes. Where nails tend to split wood, predrill holes 7/8 nail diameter. Nailing not
shown in the drawings or noted in the above reference shall be at least two nails at all
contact points using 8d thru 1 x minimum and 16d thru 2x material.
FRAMING NAILS
Size Diameter Length Gauge Head Size Comments
8d 0.131 in 2 1 2 in 10.25 9 32 in
10d 0.148 in 3 in 9 5/16 in
12d 0.148 in 3 1 /4 in 9 5/16 in
16d 0.162 in 3 1 /2 in 8 11 /32 in
SHEATHING NAILS
Size Diameter Length Gauge Head Size Comments
8d 0.131 in 1 7 8 in 10.25 9 32 in 3 8 in Sheathing
10d 0.148 in 2 1 /4 in 9 5/16 in 1 /2 in Sheathing
10d 0.148 in 3 in 9 5/16 in 5/8 in & 3/4 in Sheathing
Bolts in wood are 3 4" diameter machine bolts A<S.T.M> A307 unless otherwise noted. Bolt holes
in wood shall be 1 16" diameter oversize. Unless otherwise noted, provide 2" o.d. x 9 GA,
standard cut washer under head and nut where bolt is bearing against wood. Bolt threads
shall not bear against wood. Tighten all nuts when installed and re —tighten prior to covering.
MACHINE APPLIED NAILING
Use of machine nailing is subject to a satisfactory job site demonstration for each project
and the approval by the Engineer Of Record. The approval is subject to continued
satisfactory performance. Machine nailing will not be approved in 5/16" plywood. If rail—
heads penetrate the outer ply more than would be normal for a hand hammer or if minimum
allowable edge distances are not maintained the performance will be deemed unsatisfactory.
The pneumatic nailing equipment shall be OSHA approved.
HARDWARE
Metal framing and premanufactured strong —wall devices shall be as manufactured by Simpson
Company, or ICC equivalent. Metal framing and premanufactured strong —wall devices as shown on
the drawings are as indicated in the Simpson Company catalog. All devices shall be installed per
manufacturer's recommendations. Submit any proposed substitutions to the Engineer Of Record
for review prior to construction. All fasteners shall be properly installed in all hardware WITH MAX
NAILING. All fasteners used for Simpson products shall be as specified by the manufacturer, U.O.N.
Use Simpson WB126 or construction bracing prior to installation of shearwall sheathing. Do Not
use let —in bracing.
LUMBER
Lumber Grades: Standard Grading Rules No. 16, West Coast Lumber Inspection Bureau
Light Framing, Studs, Blocking, and Misc. D<F.—L <9' Standard & Better — 550f—b
2x4 & 2x6 >9' No.2 & Better — 875f—b
Structural Joists & Rafters D.F.—L No.2 & Better — 875f—b
2" to 4" thick
4" thick and wider D.F.—L No.1 — 1350f—b
All framing lumber 6" nominal and larger in the least dimension shall be F.O.H.C.
All oists, rafters or beams shall not be notched or cut U.O.N. on the plans. Holes may be
drilled through joists and rafters only if the hole size and location is approved by the Engineer.
CONSTRUCTION ADHESIVE
Loctite T_ Premium Polyurethane construction adhesive at all contact areas with 1 /4" beads
in an 'S' pattern 0 3"o.c.
BOLTS IN STEEL
Bolts in steel are A>S.T.M. 307 x unless otherwise noted. Bolt holes shall be 1/16" diameter
oversize unless otherwise noted. Tighten all nuts to 40 ft—lb torque minimum.
LAG SCREWS
Lag screws are ASTM A307. Lag screws shall be screwed into predrilled holes of the some
diameter as the root of the thread. Enlarge hole to shank diameter for the length of the
shank.
STRUCTURAL STEEL — MISCELLANEOUS META
• Angles, channels, and plates: ASTM A36
• Square tubing: ASTM A500 Grade B
• Wide flange sections: ASTM A992 — Fy = 50 KSI
• Machine bolts, anchor bolts and nuts ASTM A307
• Electrodes for shielded metal arc welding AWS A5.5 E70XX
• Electrodes for submerged —arc welding AWS A5.17 F7X—XXX
• Welding filler material shall be specified to have a minimum V—Notch toughness of 20
ft—lbs at 0 degrees.
• Metal primer shall conform with federal specification TT—P-645A for shop prime coat
paint. Apply one coat to all surfaces except at areas of field welding, and where
embedded in concrete. All butt welded joints shall be AWS and AISC complete penetration
welds. Submit shop and erection drawings for review prior to fabrication. Special Inspection
is required for all welding and high strength bolting. A welding sequence shall be planned
to minimize residual stresses and distortions of individual members and the building
frame. All detailing, fabrication, and erection shall comply with AISC, latest edition.
• All fastener nuts shall obtain full purchase with a minimum of one —quarter —inch exposed
thread.
STEEL SHOP DRAWINGS
Manufacturer is to supply shop drawings for all connections and frames. Connections and frames
to be fabricated by certified welders, and with special inspection when specified by these
drawings. Drawings shall contain the following information for each type of connection and
frame.
Detail of connections and frames, size and grade of material used, connectors, and fastener
sizes and orientation. Drawings shall be of sufficient detail to pass the municipal plan check.
Submit descriptive data to illustrate frame erection procedure including sequence of erection and
any temporary staging and bracing. Submit proofs of compliance of materials. Certify that
materials meet requirements specified.
Before submitting shop drawings to the Engineer Of Record, General Contractor shall; review shop
drawings for conformance with the means, methods, techniques, sequences and operations of
construction, and safety precautions and programs incidental thereto, all of which are the sole
responsibility of the General Contractor; approve shop drawings before submitting them; and so
stamp the shop drawings before submitting them. Engineer Of Record shall assume that no
shop drawing comprises a variation unless the General Contractor advises the Engineer Of Record
writing. Engineer Of Record shall return the shop drawings with comments provided that each
shop drawing is stamped by the General Contractor. Engineer Of Record shall return without
comment, shop drawings not previously approved by the General Contractor.
CONSTRUCTION LIABILITY
Construction contractor agrees that in accordance with generally accepted construction practices,
construction contractor will be required to assume sole and complete responsibility for job site
conditions during the course of construction of the project, including safety of all persons and
property: that this requirement shall be made to apply continuously and not be limited to
normal working hours, and construction contractor further agrees to defend, indemnify and hold
design professional harmless from any and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability arising from the sole negligence of
design professional.
REQUESTS FOR INFORMATION
All questions, comments, alternate details, and requests for information, etc. are most
expeditiously processed by submittal to the Engineer of Record in writing or via
MkoontzOsvcse.com or Jtunison®svcse.com. Meeting, verbal, or telephone requests will be given
lowest priority, as they require the most administration and time to properly document. Upon
receipt of written requests for information, the Engineer of Record shall process the requests in
writing and copy the response to the design team. Alternate details requiring the Engineer of
Record's review and acceptance, supplemental calculations, drawing revisions, construction bulletins,
or other approvals may result in time delay as the owner's authorization for additional engineering
services will be required.
DRAWING INDEX
ISO.1 PROJECT INFO, MAPS, NOTES, & PICTURES
S0.2 SITE PLAN
S1.1 PARTIAL & LIMITED BALCONY GUARDRAIL END
ATTACHMENT REPAIR PLAN & DETAIL
CITY OF SANTA ANA
Planning dn1d10*b&bency
SCOPE OF WORK AlE HOA HAS VOLUNTARILY CHOSEN TO PERFORM PARTIAL & LIMITED REPAIRS FOR THE EXISTING BALCONY METAL GUARDRAIL /'1
ENDS ATTACHMENT ONLY AT THE (33) SUBJECT PROJECT ADDRESS UNITS ONLY. THESE STRUCTURAL ELEMENTS HAVE BEEN FOTbk
NP E
TO BE DECAYED, DAMAGED, &COMPROMISED.
THE PURPOSE OF THESE STRUCTURAL DRAWINGS IS TO DEPICT REMEDIAL CONSTRUCTION THAT WILL INCREASE THE PERFOR ANCE
OF THE REPAIRED/REPLACED STRUCTURES & STRUCTURAL ELEMENTS ONLY. MOISTURE PROOFING, FLASHING, TEMPORARY SHORING,
VENTILATION AND DECAY PROTECTION ARE NOT A PART OF THESE DRAWINGS AND ARE THE RESPONSIBILITY OF OTHER .
LIST
REPAIRED
OF UNITS
TOTAL x
TO BE
33 UNITS
BUILDING
#1
UNIT
2
BUILDING
#1
UNIT
6
BUILDING
#2
UNIT
2
BUILDING
#2
UNIT
7
BUILDING
#3
UNIT
2
BUILDING
#3
UNIT
7
BUILDING
#4
UNIT
2
BUILDING
#4
UNIT
6
BUILDING
#5
UNIT
1
BUILDING
#5
UNIT
2
BUILDING
#5
UNIT
4
BUILDING
#6
UNIT
1
BUILDING
#6
UNIT
2
BUILDING
#6
UNIT
4
BUILDING
#7
UNIT
1
BUILDING
#7
UNIT
2
BUILDING
#7
UNIT
4
BUILDING
#8
UNIT
1
BUILDING
#8
UNIT
2
BUILDING
#8
UNIT
4
BUILDING
#9
UNIT
1
BUILDING
#9
UNIT
2
BUILDING
#9
UNIT
4
BUILDING
#10
UNIT
1
BUILDING
#10
UNIT
2
BUILDING
#10
UNIT
4
BUILDING
#11
UNIT
1
BUILDING
#11
UNIT
2
BUILDING
#11
UNIT
4
BUILDING
#12
UNIT
1
BUILDING
#12
UNIT
2
BUILDING
#12
UNIT
4
BUILDING
#12
UNIT
5
AREA OF WORK:
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PICTURES OF TYPICAL BALCONY
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The Engineer roaerves all rights; and it is
illegal to copy or otherwise duplicate,
describe, distribute, disseminate, disclose,
rouse, or create derivative works from these
documents in whole or in part. If you try to
My'
steal, or distribute all or arty part of
this information without our expressed, written
permission, our attorneys will contact you and
prow legal charges seeking monetary
reimbursement for your plagiarism. Likewise,
If you are a licensed construction professional
you will be reported to the State board, and
your license will be revoked due to your
plagiarism. We regularly and actively search
the industry and exercise our local rights
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DATE 07/02/25
PROJECT NO. 250512
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SEE SHEETS A0.40A, B & C FOR SITE ACCESSIBILITY REQUIREMENTS
SITE MAP
N.T.S.
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The Engineer reserves all rights; and it is
illegal to copy or otherwise duplicate,
describe, dlatribute, dlsserrlinate, disclose,
rouse, or create derivative works from these
documents in whole or in part. If you try to
copy, steal, or distribute all or any part of
this information without our expressed, written
permission, our attorneys will contact you and
press Iegal charges aeeldng monetary
reimbursement for your plagiarism. Likewise,
If you are a licensed construction professional
you will be reported to the State board, and
your license will be revoked due to your
plagiarism, We regularly and actively search
the industry and exercise our local rights
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DATE 07/02/25
PROJECT NO. 250512
SHEET NO. S O e
CE
2 OF 3 SHEETS
CITY OF SANTA ANA
Planning dnjdjdu1*h&bency
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(E) VERIFIED BY
OTHERS UNDAMAGI
BUILT—UP END PC
NOTE:
SEE ORIGINAL CONSTRUCTION DRAWINGS
PREPARED BY WILLIAM HEZMALHALCH
ARCHITECTS, INC., DATED AUGUST 27, 2015
FOR ADDITIONAL INFO. DRAWINGS WERE
PROVIDED TO OUR OFFICE BY CLIENT /
OWNER. DRAWINGS ARE FOR REFERENCE ONLY.
PARTIAL & LIMITED BALCONY GUARDRAIL END ATTACHMENT REPAIR PLAN
SCALE: 3/4" = 1'-0"
FRAMING NOTES
• THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS TO EXISTING SITE CONFIGURATIONS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR
PROPER ADJUSTMENT BEFORE PROCEEDING WITH WORK.
• FASTENERS, CONNECTORS, AND HARDWARE IN CONTACT WITH PRESERVATIVE —TREATED WOOD SHALL BE HOT —DIPPED GALVANIZED OR STAINLESS STEEL AS RECOMMENDED BY
THE PRESERVATIVE TREATMENT MANUFACTURER. FASTENERS, CONNECTORS, AND HARDWARE THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH
PRESERVATIVE —TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER'S RECOMMENDATIONS.
• DECKING, FINISHES, NON —SLIP SURFACES, FLASHING, VENTILATION, MOISTURE —PROOFING, SEALANTS, SLOPES, DRAINAGE, ETC. ARE BY OTHERS.
• INJECT CONSTRUCTION ADHESIVE INTO HOLES PRIOR TO INSTALLATION OF LAG SCREWS AND SEAL PENETRATIONS.
• THE CONTRACTOR IS TO EXPOSE AND REPORT ANY ADDITIONAL PRESENCE OF DRYROT AND DECAY, ETC. TO THE ENGINEER FOR ADDITIONAL REPAIR RECOMMENDATIONS.
WHERE (E) IS PROPOSED TO REMAIN, CONTRACTOR TO VERIFY INTEGRITY OF MEMBERS.
_==:aLc •►
(E) VERIFIED BY OTH
UNDAMAGED 1 "x2" MI
TOP RAIL TO REMAIN
(N) 1 /4" THICK x 1-1/2"
WIDTH x 6" HEIGHT STEEL PLA
(E) VERIFIED BY
OTHERS UNDAMA(
PICKET TO REMAI
WALL FINI
BY OTHER
(N) (2) 1 /2" DIA. LAG SCREW x 3"
CENTERED & FASTENED INTO (E) VERIFII
BY OTHERS UNDAMAGED SOLID FRAMING
(E) VERIFIED BY OTH
UNDAMAGED 1"x2" MI
BOTTOM RAIL TO REW
(E) = EXISTING
HDG = HOT DIPPED GALVANIZED
MIN. = MINIMUM A
P.T. = PRESSURE TREATED
TYP. = TYPICAL S 1 .
V.I.F. = VERIFY IN FIELD
(N) 1 /4" THICK
1-1/2" WIDTH x
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1 4"
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NTO (E) VERIFIED BY OTHERS
JNDAMAGED SOLID FRAMING
E) VERIFIED BY OTHERS
JNDAMAGED GUARDRAIL
VALL STUD TO REMAIN
(E) VERIFIED BY
OTHERS UNDAMAGED
(2) 2x4 BUILT—UP
POST TO REMAIN
;E) SHEATHING
f0 REMAIN
(E) VERIFIED BY
OTHERS UNDAMAGED
SOLE PLATE TO REMAIN
0
FOR PE
Master ID:
Date:
rl�
The Engineer reserves `ull rights; and It Is
Ill"ma.
gal to copy or otherwise duphoots,
scribe, distribute, dlsserninate, disclose,
rouse, or create derivative works from these
documents in whole or in part. If you try to
My'
steal, or distribute all or any part of
this information without our expressed, written
permission, our attorneys will contact you and
prow Iegal charges seeldng monetary reimbursement for your plagiarism. Likewise,
If you are a licensed construction professional
you will be reported to the State board, and
your license will be revoked due to your
plagiarism, We regularly and actively search
the industry and exercise our local rights
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DATE 07/02/25
PROJECT NO. 250512
SHEET NO. C 1 e 1
CE
3 OF 3 SHEETS
CIT-,IOF SANTA ANA
Planning and Building Agency
ANL=*�\
SILICON VALLEY
CIVIL & STRUCTURAL ENGINEERS, INC
30 Union Ave., Suite 200A
Campbell. Colilornia 95005
www.SvCSe.00m (406)503-0323 Mltoontzftvcsi corn JTunlson*svcsv.com
Client:
Drawings:
Soils Report:
Reference:
Job Number:
Date:
STRUCTi KAL C ALC-iZ ATION S
FOR
P ARTUL & LBUTED E11STEI G METAL
Gt :XRDRR-IL ENDS RE ATTAC.H1EENT PROJECT
AT
5 A.'�TA .A -NA .-"- HOA
Building 1: Units 2 & 6
Building 2: Units 2 & 7
Building 3: Units 2 & 7
Building 4: Units 2 & 6
Building 5: Units 1, 2, & 4
Building 6: Units 1, 2, & 4
Building 7: Units 1. 2, & 4
Building 8: Units 11 2. & 4
Building 9: Units 1, 2, & 4
Building 10: Units 1.2. & 4
Building 11: Units 1.2. & 4
Building 12: Units 1.2. 4. & 5
1010 SOtTTH HARBOR BOULEVARD
.SA TA ANA. CA 92704
Shahrzad Xbnsouri / CM SQURED, WC.
Silicon Valley Civil & Structural Engineers, Inc.
CampbelL California
Chapter 18 — 2022 California Building Code
2022 California Building Code
2-50-512
02Juh•2025
�t1S12 LLY��a As f ItJA (1 1 kM (armaa UT40-M
Approved
FOR PERMIT ISSUANCE
Master ID:
Date:
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56ev .
REPAIR LOCATIONS - ELEVATION SAMPLES
Legend:
Red lines: Deck repair location
Blue circle: Scupper repair location
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REPAIR LOCATIONS - ELEVATION SAMPLES
Legend:
PR
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Red lines: Deck repair location
Blue circle: Scupper repair location
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REPAIR LOCATIONS - ELEVATION SAMPLES
Legend:
Red lines: Deck repair location
PR
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REPAIR LOCATIONS
Scupper Repairs
PR
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LEFT ELEVATION
REAR ELEVATION
PR
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ELEVATION SAMPLE
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BLD 5, 6, 7, 8, 9, 10, 11, 12
UNIT 1
FRONT ELEVATION
REAR ELEVATION
UNIT 2 UNIT 3UNIT 4UNIT 5UNIT 6
EDGE METAL TO
CORNER SADDLE
PR
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YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
·If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
·In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
·Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11.*Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( )Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
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O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
Updated: 06/02/2020 rs
STRUCTURAL CALCULATIONS
FOR
PARTIAL & LIMITED EXISTING METAL
GUARDRAIL ENDS REATTACHMENT PROJECT
AT
SANTA ANA 5 HOA
Building 1: Units 2 & 6
Building 2: Units 2 & 7
Building 3: Units 2 & 7
Building 4: Units 2 & 6
Building 5: Units 1, 2, & 4
Building 6: Units 1, 2, & 4
Building 7: Units 1, 2, & 4
Building 8: Units 1, 2, & 4
Building 9: Units 1, 2, & 4
Building 10: Units 1, 2, & 4
Building 11: Units 1, 2, & 4
Building 12: Units 1, 2, 4, & 5
1010 SOUTH HARBOR BOULEVARD
SANTA ANA, CA 92704
Client: Shahrzad Mansouri / CM SQURED, INC.
Drawings: Silicon Valley Civil & Structural Engineers, Inc.
Campbell, California
Soils Report: Chapter 18 – 2022 California Building Code
Reference: 2022 California Building Code
Job Number: 250512
Date: 02July2025
250512.COV.Santa Ana 5 HOA Guardrail End Connections. 07-02-25
375 lb
(2)
X 2 = 714 lb
375 lb
0.026 in^2
98%
375 lb
Recon360, LLC
99Almaden Blvd.
Suite 600
San Jose, CA 95113
Main Phone (408) 444-9303
Fax Line (408) 580-8466
Contractor License 950805
www.Recon-360.com
RE: Obtainment of Permit Authorization Letter
To whom it may concern:
Please allow Angel Faith Bernal to obtain permits on behalf of Recon360, LLC.
Please feel free to contact me with any questions or concerns.
Thank you,
Rosario Wong
General Contractor
Rosario@Recon-360.com
Transaction Detail
GRAND TOTAL
Phone: (714) 647-5454
Email: mus.info@santa-ana.org
Billing Information
Eric Aldama
1659 BRANHAM LANE #F 205
San Jose, CA 95118
permit@recon-360.com
Visa
XXXXXXXXXXXX8153
6/13/2025 11:34:43 AM
Approved 313143
Invoices
Type Invoice #Description Amount
Business
License
INV20256131333430
17
Business Tax Number: 394969
Business Name: RECON360 LLC
Address: 445 S FIGUEROA ST, SUITE
F205
City: los angeles
State (abbreviation): CA
Zip Code: 95118
Contact Phone Number: 4088091979
E-Mail Address: permit@recon-360.com
Payment Amount: 259.00
$259.00
SUBTOTAL $259.00
$259.00
6/13/25, 11:40 AM Confirmation | The City of Santa Ana
https://www.invoicecloud.com/cityofsantaanaca/(S(uk4frmxown0tldddasfamauo))/2/Confirmation.aspx?bg=71460061-1397-4471-af79-9c6350206f12&r…1/1