Norco City Council
November 5, 2025

WHEREAS, since before 1950, and as more fully detailed in the staff report supporting the Equestrian Landmark designation, the City of Norco has expended significant resources building a city-wide infrastructure of trails, open space, and amenities to support its equestrian lifestyle, an equestrian lifestyle that has defined the cultural, social, and historic heritage of the city for over 75 years; and WHEREAS, Norco’s equestrian heritage remains an essential foundation of Norco’s cultural, social, and historic identity; and
WHEREAS, to honor and preserve the city’s agrarian heritage, rural atmosphere, and equestrian-oriented, animal-keeping lifestyle, the City Council adopted an Equestrian Historic District in October 2021; and
WHEREAS, Norco’s equestrian heritage depends on large, animal-keeping lots, equestrian trails, and open space; and
WHEREAS, the following properties exemplify and are essential to the City of Norco’s long established equestrian lifestyle: (1) all residential properties in the Norco Historic District, (2) all residential properties in the City of Norco that have a zoning designation that allows animal-keeping by right, (3) all trails in the City of Norco, and (4) all open space in the City of Norco (hereafter, cumulatively, “Equestrian Landmark Properties”); and
WHEREAS, the Equestrian Landmark Properties are eligible for designation as a cultural landmark and shall comprise that cultural landmark because the large, animalkeeping lots, equestrian trails, and open space retain their historic integrity from 1950 and prior when gentleman farmers set out to create an equestrian community and, as set forth in the RECITALS of this Ordinance and the staff report supporting this Ordinance, exemplify and reflect special elements of the city’s cultural, social, economic, political, aesthetic, engineering, architectural, and natural history; identify with persons and events significant in Norco local history; embody distinctive characteristics of the style, type, period and method of construction; have unique physical characteristics and views and vistas representing an established and familiar visual feature of the city; reflect distinctive examples of park or community planning; have yielded, or may be likely to yield, information important in history; and are at least 50 years old; and WHEREAS, the City of Norco has fought to defend its animal-keeping, equestrianoriented lifestyle since before the 1950s, and continuing to do so today, the City Council hereby desires to designate the Equestrian Landmark Properties as the “Equestrian Landmark” pursuant to Chapter 20.15 of the Norco Municipal Code.

NOW, THEREFORE, the City Council of the City of Norco does ORDAIN as follows:

Section 1: The RECITALS provided in this Ordinance are true and correct and are incorporated into the operative part of this Ordinance.

Section 2: There is hereby created and established the Equestrian Landmark. The Equestrian Landmark shall include all Equestrian Landmark Properties.

Section 3: The Equestrian Landmark shall not include any improvements on residential properties but shall apply to the real property of residential properties. As used in this Ordinance, “residential property” means any property in the City of Norco with zoning that allows both animal-keeping by right and a single-family residence to occur concurrently on the property.

Section 4: If any section, subsection, sentence, clause or phrase of this Ordinance is, for any reason, held to be invalid or unconstitutional, such decision shall not affect the validity or constitutionality of the remaining portions of this Ordinance. The City Council hereby declares that it would have passed this Ordinance, and each section, subsection, sentence, clause or phrase hereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid or unconstitutional.

Section 5: The City Council finds the adoption of this Ordinance is not subject to the California Environmental Quality Act ("CEQA") pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly.

Section 6: This Ordinance shall take effect 30 days after its adoption by the City Council, and the City Clerk shall certify the vote adopting the Ordinance.

Introduced on November 5, 2025. PASSED, APPROVED, AND ADOPTED this ______ day of November, 2025 by the City Council of the City of Norco pursuant to the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
_______________________________
Mayor
ATTEST:
_________________________
City Clerk

City Council

STAFF REPORT
Date: November 5, 2025 Agenda Item:

6.C.

To: Honorable Mayor and City Council Members
From: Alma Robles, Community Development Director
Prepared By: Alma Robles, Community Development Director Department: Community Development
SUBJECT:

Appeal Hearing: An appeal by the property owner/applicant of the Planning Commission’s condition of approval for Site Plan 2023-10 (Albalos): A request to construct a detached 880 square-foot large vehicle garage with an attached 360 square-foot workshop at 1041 Canyon View Place, within the Norco Hills Specific Plan Zone. (APN 122-600-002).

RECOMMENDATION:

Approve Resolution 2025-70, approving Site Plan 2023-10, but without a condition requiring concealed/no exposed fasteners for the proposed building consisting of metal construction.

SUMMARY:

This is a property owner appeal of the Planning Commission's approval Site Plan 2023- 10, with the condition requiring concealed fasteners.

BACKGROUND:

On October 8, 2025, the Planning Commission heard Site Plan 2023-10 which was a request for approval of a detached large vehicle garage with an attached workshop consisting of metal material (Attachment A). After consideration of all written and oral public testimony, the Planning Commission approved the request via a unanimous vote, with an added condition requiring concealed fasters for the metal panels.

Following the approval, the applicant/property owner appealed the specific condition of concealed fasteners because of the substantial cost increase to make that change (estimated at $20,000 for re-engineering and panels that facilitate concealed fasteners), its not a specific requirement of the Code, and because this has not been required of residential projects in the past (Attachment B).

The appeal requires a public hearing before the City Council, which is the subject of this agenda item. To remove the condition for concealed fasteners, the City Council would need to approve a resolution for approval of the project without that specific condition, or the City Council can uphold the Planning Commission's approval with no changes (no resolution needed).

Staff is recommending that the City Council adopt a resolution for approval without the condition for concealed fasteners. A City Council resolution for approval has been attached which includes all of the Planning Commission's conditions, but without the condition for concealed fasteners.

Noticing: Notices of said appeal were mailed out to surrounding property owners within the required 600-foot radius with at least 40 properties notified as required for public hearings.

FISCAL IMPACT:

This agenda item will not result in fiscal impact.

RELATIONSHIP TO STRATEGIC PLAN:

This item is consistent with Strategic Plan direction #4 - Communication and Stakeholder Experience: Enhance the stakeholder experience, engage the community, and build brand awareness through proactive, effective and consistent communication.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Joshua Calhoun, Finance Director Approved by: Lisette Free, City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Resolution 2025-70
Planning Commission Staff Report with Exhibits (Attachment A) Property Owner Appeal Letter (Attachment B)

RESOLUTION 2025-70

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NORCO

GRANTING WITH CONDITIONS, A SITE PLAN PERMIT TO ALLOW A 880 SQUARE-FOOT LARGE VEHICLE GARAGE WITH A 360 SQUARE
FOOT WORKSHOP AT 1041 CANYON VIEW PLACE LOCATED WITHIN
THE NORCO HILLS SPECIFIC PLAN ZONE. SITE PLAN 2023-10.

WHEREAS, Jeff Albalos submitted an application for a Site Plan Permit to the City of Norco, California under the provisions of Chapter 18.68, Title 18 of the Norco Municipal Code, on property located at 1041 Canyon View Place (APN 122-600-002); and WHEREAS, on October 8, 2025, within the Council Chambers at 2820 Clark Avenue, Norco, California, 92860, said application was heard by the Planning Commission for the City of Norco; and
WHEREAS, at said time and place set, said Planning Commission considered the aforesaid application and received both oral and written testimony pertaining to said application; and
WHEREAS, at said time and place set, said Planning Commission considered the aforesaid application and received both oral and written testimony pertaining to said application; and
WHEREAS, after consideration of all written and oral public testimony, said Site Plan 2023-10 was approved by the Planning Commission with the added conditions requiring no exposed/concealed fasteners; and
WHEREAS, said condition requiring no exposed/concealed fasteners was appealed by the City Council;
WHEREAS, said appeal was duly submitted to said City’s City Council for decision at a public hearing for which proper notice was given; and WHEREAS, said appeal was scheduled for a public hearing on November 5, 2025 on or about 7:00 p.m. in the Council Chambers at 2820 Clark Avenue, Norco, California 92860; and
WHEREAS, at the time set, the City Council held a public hearing and received both oral and written testimony pertaining to Site Plan 2023-10 and its conditions; and WHEREAS, the City of Norco, acting as the Lead Agency, has determined that the proposed project is categorically exempt from environmental assessment.

NOW, THEREFORE, the City Council of the City of Norco does hereby make the following FINDINGS AND DETERMINATION:

Resolution 2025-70

November 5, 2025
I. FINDINGS:

A. The requested site plan permit is consistent with the General Plan and zoning requirements of the zone in which the property in question is located including the protection of adequate open animal areas on lots where the keeping of large animals is permitted.

B. The requested site plan permit will not have an adverse effect on the public convenience or general welfare of persons residing or working in the neighborhood thereof and will not adversely affect adjoining land uses including runoff and drainage impacts and architectural compatibility.

C. The City of Norco, acting as lead agency, has determined that the project is categorically exempt from environmental assessment per Class 32 – In-fill Development Projects of the California Environment Quality Act (CEQA).

II. DETERMINATION:

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Norco, California, in session assembled October 8, 2025, that the application for Site Plan 2023-10 is approved, subject to the conditions provided in Chapter 18.68 of the Municipal Code of Norco, and including, but not limited to the following conditions:

1. Approval is based on revised Exhibit “D” – Project Plans dated June 9, 2025, and incorporated herein by reference and on file with the Planning Department.

Development shall occur as shown unless otherwise noted in these conditions.

2. The recorded owner of the property shall submit to the Planning Department for record purposes, written evidence of agreement with all conditions of this approval before said permit shall become effective.

3. The project shall be in compliance with all City of Norco Municipal Codes, Ordinances and Resolutions. Non-compliance with any provisions of the Norco Municipal Code (NMC) not specifically waived in compliance with City procedures shall constitute cause for revocation and/or termination of the approvals granted under authority of permit. All mandatory requirements of the NMC are applicable as they pertain to accessory buildings.

4. In the event conditions for approval by the Planning Commission or City Council (as the case may be) require the revision of plans as submitted, the applicant shall submit four copies of the approved plan (revised to incorporate conditions for approval) to the Planning Department for record purposes for approval of any grading and/or building permits.

Resolution 2025-70

November 5, 2025

5. No occupancy and/or use of the buildings shall be permitted which is not in compliance with approved plans and excepting upon specific review and approval of any “as built” modifications by the Planning Director as appropriate. Provided further, that no expansion of use beyond the scope and nature described in this application which would tend to increase the projected scale of operations shall be permitted except upon application for, and approval of, modification of this application in compliance with all procedures and requirements thereof.

6. This is not an approval to begin work/construction. No work/construction shall commence and or be completed until the applicant has obtained building permits and has paid all applicable fees for the subject building.

7. The applicant shall comply with all requirements from the Planning, Engineering, and Building Divisions; and the Fire and Sheriff’s Departments; and all other applicable departments and agencies.

8. A home occupation business shall not be permitted from the subject buildings.

9. Any restrictions or conditions required by the approving body or other approving body on appeal in the granting of an accessory building use permit under the provisions of Chapter 18.68 must be complied with. If such conditions or requirements are not met, the Planning Commission shall hold a hearing in the manner as set forth in Chapter 18.46 (Revocation and Expiration of Permits and Variances).

10. Building permits for accessory buildings are issued within the confines of this approval. Any violation of a condition resulting in a revocation of this approval may result in an order to remove the accessory building at the owner’s expense.

11. A copy of the approved site plan, together with the conditions, if any required by the approving body, shall be recorded with the Riverside County Recorder’s Office prior to the issuance of a building permit.

12. Prior to the issuance of a building permit the applicant shall provide a grading and drainage impact analysis, signed and stamped by a certified engineer, for approval by the Engineering Division.
##

Resolution 2025-70

November 5, 2025
PASSED AND ADOPTED by the City Council at a regular meeting held on November 5, 2025.
_________________________
Greg Newton, Mayor
City of Norco,
California
ATTEST:
____________________
Dana Roa, CMC, City Clerk
City of Norco, California
I, Dana Roa, CMC, City Clerk of the City of Norco, California, do hereby certify that the foregoing resolution was adopted at a regular meeting of the City Council of the City of Norco, California, duly held on November 5, 2025, by the following roll call vote of the City Council:

AYES:

NOES:

ABSENT:

ABSTAIN:

IN WITNESS THEREOF, I have hereunto set my hand and affixed the official seal of the City of Norco, California, on November 5, 2025. _______________________
Dana Roa, CMC, City Clerk
City of Norco, California

Planning Commission

STAFF REPORT
Date: October 8, 2025 Agenda Item:

4.D.

To: Honorable Chair and Commission Members
From: Alma Robles, Community Development Director
Prepared By: Erika Woods-Diaz, Associate Planner
Department: Planning
SUBJECT:

Site Plan 2023-10 (Albalos): A request to construct a detached 880 square-foot large vehicle garage with an attached 360 square-foot workshop at 1041 Canyon View Place, within the Norco Hills Specific Plan Zone. (APN 122-600-002).

RECOMMENDATION:

Planning staff recommends approval of Site Plan 2023-10 subject to the attached Conditions of Approval in Resolution 2025-23.

SUMMARY:

The request is to allow a large vehicle parking garage. The building has been analyzed in accordance with the criteria for “Large Vehicle Parking Building” under Chapter 18.68 – “Accessory Building Use Permit”.

BACKGROUND:

PROPERTY DESCRIPTION: The project site is an irregular-shaped parcel consisting of

1.1 acres (47,916 square feet), having a frontage on the southeast side of Canyon View Place of approximately 68.58 feet, and an overall maximum depth of 349.88 feet (ref.

Exhibit “A” – Location Map and Exhibit “B” – APN Map). The parcel is approximately 43% flat at 20,470 square feet of flat pad area. The lot coverage in the Specific Plan (Norco Hills) for accessory structures allows up to 30% of the pad area with about 1% coverage.

The property is developed with a 3,438 square-foot home with a 1,013 square-foot garage, an attached 1,881 square foot patio, and a movable chicken coop (ref. Exhibit “C” – Aerial and Site Photos). All existing structures have building permits. The table below summarizes the existing land uses, Zoning, and General Plan Designations of the subject property as well as the surrounding area.

ATTACHMENT "A"

EXISTING LAND

USE ZONING GENERAL PLAN
Project Site Single-Family
Residence Norco Hills Specific Plan
North Single-Family
Residence Norco Hills Specific Plan
South Single-Family
Residence Norco Hills Specific Plan
West Single-Family
Residence Norco Hills Specific Plan
East Single-Family
Residence Norco Hills Specific Plan
CODE ENFORCEMENT: There are no active code cases for this property.

PROJECT DESCRIPTION: Said structure is proposed toward the rear northwest side of the property and will match the existing dwelling in colors (ref. Exhibit “D” Project Plans).

The proposed large vehicle garage consists of galvanized metal material with the primary color of light stone with roof and door color of coco brown. The window frames will be painted white to match the existing home. There is an existing 17 foot wide gate on the side of the house used to access the rear of the lot that provides flat access to the proposed large vehicle garage.

ANALYSIS: Residential accessory buildings that exceed 240 square feet require approval of an Accessory Building Use Permit by the Planning Commission. There are three categories of residential accessory buildings: 1) Large Vehicle Parking Building, 2) Animal-Keeping Shelters for Large Animals, and 3) All Other Accessory Buildings. This project is reviewed under the “Large Vehicle Parking Building” standards. The proposed structure meets all requirements of the Norco Municipal Code, as demonstrated in the table below.

ACCESSORY BUILDING ANALYSIS - LARGE VEHICLE PARKING BUILDINGS

DEVELOPMENT
STANDARD REQUIRED PROPOSED MEETS STANDARDS?
Size
Garage:

Max. 1,000 SF
Other Accessory:

Max. 400 SF
Garage:
880 SF
Attached
Workshop:
360 SF
Yes
Height - Measured
from finished floor.

Garage:

Max 16’ at roof eave
Max 18’ at roof peak
Additional Accessory:

Max 8' at roof eave
Garage:
15’ at roof eave
17'-6" at roof
peak
Additional
Yes

DEVELOPMENT
STANDARD REQUIRED PROPOSED MEETS STANDARDS?
Max 14' at roof peak Accessory:
8' at roof eave
10' at roof peak
Lot Coverage
Max 30% of pad area
for Accessory
structures only for
SP.
1% of flat pad
(does not include
SFD/attached
structures)
Yes
Setbacks
Subject to
Graduated
Setbacks per

18.68.20-1
Garage: (required)
Min. 15'-6" at roof
eave
Min. 19'-3"at roof
peak
Garage:
(proposed)
30' at roof eave
(side)
55' at roof peak
(rear)
Yes
Washroom Size Max. 50 SF Not being
proposed Yes
Wall Articulation
Doors and Windows
required for any side
of building exceeding
20’
Doors and
windows provided
for all building
expanses
exceeding 20’
Yes
Interior Walls
No interior wall
separations allowed
with the exception of
the
washroom/restroom.

No interior walls. Yes
Open Animal
Keeping Area
Buffer
Min. 5’ - SP 5' buffer is
provided. Yes

APPLICATION INFORMATION FOR ACCESSORY BUILDING
CATEGORY DESCRIPTION WHAT IS THE IMPACT?
Grading
How many cubic yards of
soil will need to be moved
in the preparation of a pad
site?
Minimal. Should be less
than 60 cubic yards of soil
will be moved since the
building should be placed
on relatively flat land.

Moving 60 cubic yards or
more will require a
grading permit.

Drainage
What is the existing
drainage pattern and how
will the building impact that
flow?
Minimal. With the subject
building, the drainage
must and will emulate
existing drainage pattern.

CATEGORY DESCRIPTION WHAT IS THE IMPACT?
Animal Keeping Area
Norco Hills Specific Plan
Animal Units Per Lot (Lot
37 requires 3 animal units
at 240 sf for 1st unit, add'l
100 sf each unit for 440
SF).

None. Animal Keeping
Area is being maintained.

View
Does the location for size
of the proposed building
negatively impact the view
of adjoining properties?
Minimal. Based on the
proposed maximum
height, the structure is
expected to be roughly
the same height as the
surrounding buildings and
will therefore, not impact
any views.

PROJECT REVIEWS: Architectural Review Sub-Committee (ARC): The ARC reviewed the proposed structure and had no concerns over the architecture.

IMPACT ANALYSIS PER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA): Staff has determined that this project is exempt from CEQA review under Class 32 – In-fill Development Projects. The project occurs within a previously disturbed site under 5 acres.

NOTICING: Notices were mailed to surrounding property owners within a 600-foot radius notifying them of the subject project as required by the Accessory Building Ordinance. No written comments were received at the time this report was written.

FISCAL IMPACT:

This agenda item will not result in a fiscal impact.

RELATIONSHIP TO STRATEGIC PLAN:

This item is consistent with Strategic No. 4 - Communication and Stakeholder Experience: Enhance the stakeholder experience, engage the community, and build brand awareness through proactive, effective, and consistent communication.

REVIEWED AND APPROVED BY:

Approved by: Lisette Free, City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Resolution 2025-23 for Site Plan Permit 2023-10
Exhibit - A - Location Map
Exhibit - B - APN Map
Exhibit - C - Aerial View

Exhibit - D - Project Plans.r1

Location Map
PROJECT: Site Plan 2023-12
APPLICANT: Jeff Albalos
LOCATION: 1041 Canyon View Place

Exhibit “A” Location Map

Exhibit "B" APN Map

CONSTRUCTION TYPE: V-B
OCCUPANT GROUP: U

PROJECT SUMMARY
a) EXISTING DWELLING :

LOT AREA: 47,916 SQ. FT.

TOTAL FOOTPRINT (a+b+c+d):
3,438 SF
7,642 SF
c) EXISTING ENTRY PORCH:d) EXISTING COVERED PATIO: 361 SF ANIMAL KEEPING (OPEN) AREAS: (ALL EXISTING)
b) EXISTING GARAGE : 1,013 SF
140 SF
e) EXISTING ALUMAWOOD PATIO: 1,520 SFf) NEW GARAGE / SHOP: 1,240 SF ANIMAL KEEPING: 440 SF

DRAWING INDEX
A-1 SITE PLAN, A-2 FLOOR PLAN A-3 ELECTRICAL PLANA1 ELEVATIONS

PROJECT SUMMARY

ARCHITECTURALS
S1 SECTIONS, DETAILSS2 INTERIOR SECTIONS
STRUCTURAL SPECS. BUILDING MANUFACTURER
GRN 1 GREEN CODE
MANDATORY SPECS.

BUILDING STANDARDS:
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA RESIDENTIAL CODE (CRC)2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA ELECTRICAL CODE (CEC)2022 CALIFORNIA GREEN CODE (CALGREEN) 
(E) 5' HGT. BLOCK WALL
(E) CONC.
(E) 6' HGT. CHAIN LINK
(E) 18" HGT.

NO FENCE 


(E)
GARAGE
(E)

DWELLING
(E)
COV. PATIO
d)
a)
b)

ALUMAWOOD
COV. PATIO
e)
(E)
(E)

CHICKEN COOP
(NOT ON PERMANENT FOUNDATION)
(E)
SOLAR
PANELS
(E) DIRT DRIVEWAY
24% (+/-)
(E)
(N)
5%
(N)
5%
(N)
5%
(N)
5%
(N)
5%
2% 2% 2%
(E)
2%
28% (+/-)
(E)
6% (+/-)
(E)
(N)

GARAGE/SHOP
f)
(E)
2%
(E)
2%
(E)
2%
(E)
2%
(E)
2%
(E)
2%
(E)
2%
(E)
2%
(E)
2%
(E)
2% (E)
2%
(E)
2%
(E)
2%
(E)
2%
(E)
2%
(N)
5%
6% (+/-)
(E)
6% (+/-)
(E) 6% (+/-)
(E)
6% (+/-)
(E)
6% (+/-)
(E)
6% (+/-)
(E)
(E)
(E)
28% (+/-)
(E)
28% (+/-)
(E)
28% (+/-)
(E)
28% (+/-)
(E)
28% (+/-)
(E) 28% (+/-)
(E) 28% (+/-) (E)
24% (+/-)
(E)
24% (+/-)
(E)
24% (+/-)
(E)
24% (+/-)
(E)
(N)
5%
(N)
5%
(E)
2%
(E)
2%
(E)
2%
 

 (E) 6' HGT. CHAIN LINK
P.L. 160.17'
(E) 6' HGT. CHAIN LINK
(E) 6' HGT. CHAIN LINK
P.L. 20.0'
P.L. 38.0'
P.L. 34.0'
P.L. 153.94'
(E) 6' HGT. CHAIN LINK
(E) 6' HGT. BLOCK WALL P.L. 349.88'
P.L. 164.39' (E) 6' HGT. BLOCK WALL
(E) 12" HGT. BLOCK WALL W/ 48" IRON FENCE

BLOCK WALL
(E)

ENTRY PORCH
c)
440 SF

ANIMALKEEPING AREA
28% (+/-)
(E)
28% (+/-)
(E)
28% (+/-)
(E) (E) "V"-DITCH TO STREET
28% (+/-)
28% (+/-)
(E) 28% (+/-)
(E) CURB

HORSE TRAIL
(E) LANDSCAPE
3' HGT. BLOCK WALL W/ 48" IRON FENCE

DRIVEWAY
(E) CONC. DRIVEWAY
(E) 6' HGT.

METAL GATE CUL
DE SAC
CANYON VIEW PL.
(E) FIREHYDRANT
5%


SITE PLAN
SCALE: 1"=20'-0"
VICINITY MAP 




1041 CANYON VIEW PL.

NORCO, CA
SITE
SCOPE OF WORK:

1. NEW RV GARAGE.

2. NEW ACCESSORY BUILDING.

ARROWS INDICATEDIRECTION OFDRAIN PATTERNWITH THE SLOPE

AS INDICATED


 
   


 
   

REVISIONS
SHEET #
DESIGN BY:

ED CEPEDA
C
d esigners
Project
for:

E
(909) 941-9004
P.O. BOX 451
LAKE ARROWHEAD, CA 92352
WWW.ECDESIGNERS.COM
[email protected]
SCALE:SHOWN
DRWN:

EC
JOB NO.
216

ALBALOS GARAGE AND SHOP
1041 CANYON VIEW PL.

NORCO, CA
DATE:
04/10/25

ELECTRICAL PLAN

([KLELW'3URMHFW3ODQV

2% MIN.

GARAGE AREA

INTERIOR



 

STORAGE/SHOP AREA
      

                 

           A
A
B CD
S1
DWG 1
S1
DWG 2
S1
DWG 2
S1
DWG 1
IE-2
S2
IE-2
S1
ELEVATIONLINE-2
INTERIORELEVATIONLINE-2
36" x 36"
CONC.

LANDING
21 21
21 1 1 1
CONC. SLAB WITH 2% SLOPE
2% MIN.
2% MIN. 2% MIN.

CONC. SLAB WITH 2% SLOPE



(SL)(SH)(DH)(FIX)(AWN)(CAS)(TEMP)(VIT)(SL)(SC)(HC)(FR)(GAR)(CL)(ENT)(PKT) 

WINDOWS DOORS SLIDING SINGLE HUNG DOUBLE HUNG FIXED AWNING SINGLE CASEMENT TEMPERED GLAZE VITRO BLOCK SLIDING SOLID CORE HOLLOW CORE FRENCH GARAGE

CLOSETENTRYMETALPOCKET


 



 

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A

SIZE / TYPE DOOR

THICKNESS

SYMBOL/ DOOR

MATERIAL
FRAMEMATERIAL ELEVAT. # REMARKS
1-3/4" 3'-0" x 8'-0" ENTRY DOOR. METAL
B 1-3/4" 12'-0" x 14'-0" METAL METALC
METAL
METAL

METAL ROLL-UP DOOR
1-3/4" 12'-0" x 12'-0"
METAL

METAL METAL ROLL-UP DOOR
D 1-3/4" 6'-0" x 7'-0" METAL METAL METAL ROLL-UP DOOR
1 SIZE / TYPE SYMBOL/ FRAME
MATERIAL ELEVAT. # REMARKS
3'-0" x 3'-0" SLIDER VINYL
2 LOWER WINDOWS
3'-0" x 3'-0" FIX VINYL TRANSOM WINDOWS.

UPPER WINDOWS
26 GAUGE GALVANIZED

METAL ROOF PANELS

2.5:12

2.5:122.5:12

$ 
$ 
$ 

FLOOR PLAN
SCALE: 1/4= 1' 0"

REVISIONS
SHEET #
DESIGN BY:

ED CEPEDA
C
d esigners
Project
for:

E
(909) 941-9004
P.O. BOX 451
LAKE ARROWHEAD, CA 92352
WWW.ECDESIGNERS.COM
[email protected]
SCALE:SHOWN
DRWN:

EC
JOB NO.
216

ALBALOS GARAGE AND SHOP
1041 CANYON VIEW PL.

NORCO, CA
DATE:
04/10/25
LEGEND

FLOOR PLAN, ELECTRICAL PLAN




   

GATE PLAN

WINDOW SCHEDULE

DOOR SCHEDULE


ROOF PLAN
SCALE: 1/4= 1' 0"

S 
100 AMP

SUB PANEL
50 A

20 A

20 A 20 A

20 A

20 A
S  S
S
S 
S
S 

PH / MSPH / MS

PH / MSPH / MS



30 A

(SL)(SH)(DH)(FIX)(AWN)(CAS)(TEMP)(VIT)(SL)(SC)(HC)(FR)(GAR)(CL)(ENT)(PKT)   WINDOWS DOORS SLIDING SINGLE HUNG DOUBLE HUNG FIXED AWNING SINGLE CASEMENT TEMPERED GLAZE VITRO BLOCK SLIDING SOLID CORE HOLLOW CORE FRENCH GARAGE

CLOSETENTRYMETALPOCKET
 







 





TV
SD






























 

















 














(DBL) DOUBLE

 





 









D








CO




DUPLEX OUTLETSLIGHTING FIXTURESLIGHTING SWITCHES
(MET)







(ALL LIGHTING SHALL BE HIGH EFFICACY)





 










 S
PH / MS 







!










RESIDENTIAL

APPLICATION

LUMINAIRE REQUIREMENTS

BATHROOMS,

GARAGES,

LAUNDRY ROOMS,
AND

UTILITY ROOMS
All lighting shall be high efficacy. Each room must
have at least 1 luminaire is controlled by either a
vacancy sensor OR an occupant sensor. If an
occupant sensor is installed, it must be configured in
vacancy sensor mode before final. Exhaust fans shall
be controlled separately from lighting systems or
utilize a device where lighting can be turn OFF while
the fan is running.

HALLWAYS AND

CLOSETS
Lighting for closet less than 70 ft2 and hallways shall be high efficacy. Lighting for closets larger than 70 ft2 must be high efficacy AND controlled by a vacancy
sensor or dimmer.

OTHER ROOMS OR
AREAS
Shall be high efficacy AND controlled by either by a
vacancy sensor or dimmer.

OUTDOOR LIGHTING All permanently installed outdoor lighting shall be high efficacy AND must be controlled by a manual on and
off switch AND use one of these automatic control
types:
▪ Photocell and motion sensor, OR▪ Photocell and automatic time switch control, OR▪ Astronomical time clock that automatically turn outdoor lighting off during daylight hours, OR
▪ Energy Management Control System (EMCS) that
provides the functionality of an astronomical time
clock. EMCS does not have an override or bypass
that allows the luminaries to be always on, and is
programmed to automatically turn the outdoor lighting
off during daylight hours.

NIGHT LIGHTS, STEP

LIGHTS, AND PATHLIGHTS
Night lights, step lights, and path lights shall be high efficacy AND require a vacancy sensor if rated
greater than 5 watts and emit more than 150 lumens.

LIGHT SOURCES IN

DRAWERS,

CABINETS, AND

LINEN CLOSETS
All light sources internal to drawers, cabinetry or
linen closets shall be high efficacy AND controlled by
vacancy sensors if rated greater than 5 watts and
emit more than 150 lumens unless they are equipped
with controlled that automatically turn the light offwhen closed.

LIGHTING INTEGRAL

TO EXHAUST FANS
Lighting integral to exhaust fans (except when installed by the manufacturer in the kitchen hoods), shall meet
the applicable requirements of section 150.0

RECESSED

DOWNLIGHT

LUMINAIRES IN

CEILINGS
▪ Shall be high efficacy, listed for zero clearance
insulation contact (IC), labeled as airtight (AT),
sealed with a gasket or caulk between the housing
and ceiling, allow ballast or driver maintenance and
replacement to be readily accessible to building
occupants from below the ceiling without requiring
the cutting of holes in the ceiling, shall not contain
screw base sockets (E26), comply with JA8 elevated
temperature requirements for enclosed or recessed
luminaires.
▪ For alterations of existing ceiling-recessed
luminaire with screw based socket must use new
JA8-compliance trim kits or lamps designed for use
with recessed down-lights or luminaires.

BLANK ELECTRICALBOXES
The number of electrical boxes that are more than 5
feet above the finish floor and do not contain a
luminaire or other device shall be no greater than the
number of bedrooms. These electrical boxes must be
served by a dimmer, vacancy sensor control, or fanspeed control.

ELECTRONIC

BALLASTS FOR

FLUORESCENT
LAMPS
Ballasts for fluorescent lamps rated 13 watts or
greater shall be electronic and shall have an output
frequency no less than 20 kHz.

INTERIOR LIGHTING

SWITCHING DEVICES
AND

CONTROLS
▪ All forward phase cut dimmers used with LED light
sources shall comply with NEMA SSL 7A.
▪ Exhaust fans shall be controlled separately from
lighting system except for an exhaust fan with
integral lighting where the lighting system can be
manually turned OFF while the fan is running.
▪ Lighting shall have readily accessible wall-mounted
controls that permit manual on/off switching.
▪ No controls shall by pass the dimmer, occupant
sensor or vacancy sensor function.
▪ Energy Management Control System (EMCS) may
be used to comply with vacancy sensor or dimmer
requirements.
▪ Multiscene programmable controller may be used
to comply with dimmer requirements.

RESIDENTIAL

APPLICATION
LUMINAIRE REQUIREMENTS 1. ALL WORK SHALL COMPLY WITH THE 2022 CALIFORNIA ELECTRICAL CODE (CEC).

2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND INCLUDE IN THE

BID ALL COSTS TO ACCOMMODATE THE WORK TO THE ACTUAL SITE CONDITIONS.

3. ALL NEW LUMINAIRES SHALL BE HIGH EFFICACY. LUMINAIRES MUST BE PIN BASED.

THEY NEED TO COMPLY WITH THE 2022 CALIFORNIA ENERGY CODE FOR ACCESSORY STRUCTURES. SEE ATTACHED TABLE WITH SPECS. ON THIS SHEET.

4. ALL ELECTRICAL SWITCH PLATES AND RECEPTACLE PLATES TO BE COLOR PLATES AS PER OWNER'S SELECTION. THEY SHOULD BE TAMPER RESISTANT TYPE.

5. CONDUIT SHALL BE SCHEDULE 40 PVC BELOW GRADE AND EMT ABOVE GRADE EXCEPT AS NOTED OR AS REQUIRED BY CODE.

6. FLEXIBLE CONDUIT SHALL BE GALVANIZED STEEL AND SHALL BE USED ONLY

WHERE SHOWN OR IN STUD WALLS AND CASEWORK, LIQUID-TIGHT TYPE SHALL BE USED WHERE EXPOSED TO VIEW AND IN DAMP LOCATIONS.

7. IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY OTHER PARTS OF SECTION E3703.5 OF THE RESIDENTIAL CODE, NOT LESS THAN ONE 120-VOLT, 20 AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS IN ATTACHED AND DETACHED GARAGES WITH ELECTRICPOWER. THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS.

8. ALL OUTLETS AT GARAGE SHALL HAVE A GFCI PROTECTION. ALL OUTLETS AT THE EXTERIOR OF THE GARAGE, IF PROPOSED, SHALL BE GFCI PROTECTEDAND WITH A WATER-PROOF COVER BOX.

9. UNDERGROUND CONDUCTORS EMERGING FROM GRADE SHALL BE INSTALLED IN RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT, OR SCHEDULE 80 PVC CONDUIT ABOVE GRADE TO THE POINT OF TERMINATION. DIRECT BURIAL CABLES SHALL BE PROTECTED BY A RACEWAY TO AT LEAST 18” BELOW GRADE.

10. A DISCONNECTING MEANS SHALL BE PROVIDED FOR ALL UNGROUNDED CONDUCTORS SUPPLYING A DETACHED GARAGE. THE DISCONNECTING MEANS SHALL BE AT A READILY ACCESSIBLE LOCATION EITHER OUTSIDE OR IMMEDIATELY INSIDE THE BUILDING SERVED.

11. ALL WIRING INSTALLED IN A TRENCH MUST BE INSPECTED BEFORE IT IS CONCEALED, THE PERSON

RESPONSIBLE FOR BACKFILLING THE TRENCH WITHOUT AN INSPECTION IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH UNCOVERING THE WIRING.
 









 












 









 
 







!
"






 







ELECTRICAL PLAN
SCALE: 1/4= 1' 0"

REVISIONS
SHEET #
DESIGN BY:

ED CEPEDA
C
d esigners
Project
for:

E
(909) 941-9004
P.O. BOX 451
LAKE ARROWHEAD, CA 92352
WWW.ECDESIGNERS.COM
[email protected]
SCALE:SHOWN
DRWN:

EC
JOB NO.
216

ALBALOS GARAGE AND SHOP
1041 CANYON VIEW PL.

NORCO, CA
DATE:
04/10/25
LEGEND

ELECTRICAL PLAN




   


ELECTRICAL ENERGY REQUIREMENTS ELECTRICAL NOTES UFER GROUND DETAIL

5691

PROJECT NUMBER
SEAL
REVISIONS:
02-15-25
DATE
R.S.

DRAWN BY
R.S.

ENGINEER

SHEET NUMBER
FAX: (559) 765-0588
TELEPHONE: (559) 765-0584
CLOVIS, CA. 93611
7868 N. MAPLE AVE.

CAD DRAFTING SERVICES

STRUCTURAL ENGINEERS CIVIL DESIGN
A.S.C. ENGINEERS & ASSOCIATES

JEFFREY ALBALOS
NORCO, CA 92860
1041 CANYON VIEW PLACE

UNITED CARPORTS
A1
NOTE:ROOF & WALL SIDING MAY BE PLACED HORIZONTALLYDIRECTLY TO THE MEMBERS OR VERTICALLY PER DETAIL SHOWN ON DWG4.

INTERIOR ELEVATION - LINE 2
SCALE: 1/4" = 1'-0"
5691

PROJECT NUMBER
SEAL
REVISIONS:
02-15-25
DATE
R.S.

DRAWN BY
R.S.

ENGINEER

SHEET NUMBER
FAX: (559) 765-0588
TELEPHONE: (559) 765-0584
CLOVIS, CA. 93611
7868 N. MAPLE AVE.

CAD DRAFTING SERVICES

STRUCTURAL ENGINEERS CIVIL DESIGN
A.S.C. ENGINEERS & ASSOCIATES

JEFFREY ALBALOS
NORCO, CA 92860
1041 CANYON VIEW PLACE
UNITED CARPORTS FRONT ELEVATION SCALE: 1/4" = 1'-0"
S1
TYP. DWG4
4"
22'-0"
15'-0"
MID LEG HT.
17'-6 1/2"
BUILDING HT.
10'-0"
HIGH LEAN LEG HT.
9'-0"
1 3
8'-0"
LOW LEAN LEG HT.
5'-0" 1'-0"
12' WIDE x 14' HIGH

CHAIN DRIVE

METAL ROLL UP DOOR
LEFT SIDE ELEVATIONS - LINES 1 / 2
SCALE: 1/4" = 1'-0"
26 GAGE GALVANIZED

METAL SIDE PANELS

SECURE WALL PANELS TO
ALL MEMBERS IN CONTACTW/ 1/4"x1" OR #12 OR #14
SDFs W/ 36/3 PATTERN #12@ 12" O.C. SIDELAPTYP. ON THIS SIDE (ER-550)
S1
TYP. DWG2
DWG 1
S1
17'-6 1/2"+/-
BUILDING HT.

RIGHT SIDE ELEVATION - LINE 3
SCALE: 1/4" = 1'-0"
40'-0"
4"
36" x 36"
WINDOW
6'-2" 6'-2"
17'-6 1/2"+/-
BUILDING HT.
26 GAUGE GALVANIZED
METAL ROOF PANELSFASTENED TO BOWFRAME WITH 1/4" x 1" OR #12 OR #14 SDFs W/ 36/3
PATTERN #12 @ 12" O.C.

SIDELAP (ER-550)
26 GAGE GALVANIZED

METAL SIDE PANELS

SECURE WALL PANELS TO
ALL MEMBERS IN CONTACTW/ 1/4"x1" OR #12 OR #14
SDFs W/ 36/3 PATTERN #12
@ 12" O.C. SIDELAPTYP. ON THIS SIDE
(ER-550)
1'-0"
2 1'-0"
36" x 80"

WALK-IN
DOOR
6' WIDE x 7' HIGH

HAND DRIVE

METAL ROLL UP DOOR
1'-0" 2'-0"
12 2.5

BACK ELEVATION
SCALE: 1/4" = 1'-0"
S1
TYP. DWG4
4"
22'-0"
15'-0"
MID LEG HT.
17'-6 1/2"
BUILDING HT.
10'-0"
HIGH LEAN LEG HT.
9'-0"
1 3
8'-0"
LOW LEAN LEG HT.
5'-0"
12' WIDE x 12' HIGH

CHAIN DRIVE

METAL ROLL UP DOOR
26 GAGE GALVANIZED

METAL SIDE PANELS

SECURE WALL PANELS TO

ALL MEMBERS IN CONTACT
W/ 1/4"x1" OR #12 OR #14
SDFs W/ 36/3 PATTERN #12
@ 12" O.C. SIDELAP
TYP. ON THIS SIDE
(ER-550)
2 5'-0"
1'-0"
36" x 80"

WALK-IN
DOOR
3'-0" 3'-0"
12 2.5
36" x 36"
WINDOW
36" x 36"
WINDOW
9'-4" 9'-4"
1'-0" 1'-0"
26 GAGE GALVANIZED

METAL SIDE PANELS

SECURE WALL PANELS TO

ALL MEMBERS IN CONTACT
W/ 1/4"x1" OR #12 OR #14
SDFs W/ 36/3 PATTERN #12
@ 12" O.C. SIDELAP
TYP. ON THIS SIDE
(ER-550)
S1
TYP. DWG2
DWG 1
S1
17'-6 1/2"+/-
BUILDING HT.
40'-0"
4"
36" x 36"
WINDOW
6'-2" 6'-2"
17'-6 1/2"+/-
BUILDING HT.
26 GAUGE GALVANIZED

METAL ROOF PANELS

FASTENED TO BOW
FRAME WITH 1/4" x 1" OR
#12 OR #14 SDFs W/ 36/3
PATTERN #12 @ 12" O.C.

SIDELAP (ER-550)
36" x 36"
WINDOW
36" x 36"
WINDOW
9'-4" 9'-4"
36" x 36"
WINDOW
36" x 36"
WINDOW
36" x 36"
WINDOW
1'-0"
3'-0"
1'-0"
S1
TYP. DWG2
DWG 1
S1
17'-6 1/2"+/-
BUILDING HT.
40'-0"
4"
12'-0" 12'-0"
17'-6 1/2"+/-
BUILDING HT. 16' WIDE x 12' HIGH FRAME OUT
1'-0" 1'-0"
1'-0" 1'-0"
17'-6 1/2"+/-
BUILDING HT. 1'-0" 1'-0"
5'-0" 15'-0" WALL HT.
17'-6 1/2"+/-
BUILDING HT.
15'-0" WALL HT.
8'-0" WALL HT.
02-26-25
12/31/25
FEB. 26, 2025

BACK
1 1/2" 18 GAGE FURRING CHANNEL (FC)FASTENED TO EACH BOW WITH (2) 1/4" x1" SELF DRILLING FASTENER
SPACED NOT MORE THAN BOW/LEGSSPACING O.C. ATTACH SIDING TO FC W/ PLAN SPECIFIED PATTERN.

DWG 3
DWG 6
DWG 5
FAX: (559) 765-0588
TELEPHONE: (559) 765-0584
CLOVIS, CA. 93611
7868 N. MAPLE AVE.

CAD DRAFTING SERVICES

STRUCTURAL ENGINEERS CIVIL DESIGN
A.S.C. ENGINEERS & ASSOCIATES
5691

PROJECT NUMBER
SEAL
REVISIONS:
02-15-25
R.S.

DATE

DRAWN BY
R.S.

ENGINEER

SHEET NUMBER
SCALE: NTS SCALE: NTS
SCALE: NTS SCALE: NTS
SCALE: NTS
#8 x 1 1/4" SDF@ 8" O.C.

SECTION
3 INTERIOR EXTERIOR
3 4
2 1
HEADER TO POST CONN. DETAIL

HEADER PER PLAN
Size varies. See plan
18 GA. CURTAIN
2 1/2 "
1 7/8 "
1/2 "
3 END BOW/BASE RAIL CONN.
2 1 END POST TO BOW CONN. DETAIL END POST TO HEADER/RAIL CONN.

S1 DWG 9 FOUNDATION PLAN

TS BOW POST
SEE TABLE 1
2"x2"x2" 18 GA ANGLE CLIP

SECURE TO POST AND
HEADER W/ 1/4"x1"
SDF's-2 ON TOP AND
2 ON SIDE

TS END POST

PER SCHEDULE

SECTION THROUGH ROLL UP

DOOR HEADER
CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.

Header to post connection
with angle clip. See detail 4. #8 x 1 1/4" SDF @ 8" O.C 2"x2"x2" 18 GA ANGLE CLIP

SECURE TO POST AND
HEADER W/ 1/4"x1"
SDF's-2 ON TOP AND
2 ON SIDE

TS END POST /STUD

PER SCHEDULE
2"x2"x2" 18 GA ANGLE

CLIPSECURE TO POST
AND HEADER W/ 1/4"x1"
SDF's-2 ON BOTTOM AND
2 ON SIDE (2 REQ'D.)

TS END POST

PER SCHEDULEHEADERPER PLAN
1 1/2"x1 1/2"x2" 18 GA

ANGLE CLIPSECURE TO

BOW POST AND BASE RAIL
W/4-1/4"x1" SDF's
DWG 1

JEFFREY ALBALOS
NORCO, CA 92860
1041 CANYON VIEW PLACE
NOTE: WINDOW FRAM'G SIMILAR
DWG 2
SCALE: NTS 4 HEADER TO POST CONN. DETAIL

POST PER PLAN

HEADER(S) PER PLAN
(NUMBER OF HEADERS PER PLAN)
MIN. ONE POST REQUIREDU.N.O
2"x2"x2" 16 GA ANGLE CLIP

SECURE TO POST AND
HEADER W/ 1/4"x1"
SDF's-2 ON TOP AND
2 ON SIDE
1/8"
1 - 12
TS 2.0x3.0x 14 GA 36" O.C. 100-110
END POST MAX.SPACING WIND MPH
ALT. END POSTS TABLE
SCALE: NTS
(ALTERNATE FOR VERTICAL ROOF & WALL PANELS)

PANEL ATTACHEMENT
NOTE:

EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN

APPROVED INDEPENDENT TESTING LABORATORY, AN BEAR AND AAMA

OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVEDPRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THEREQUIREMENTS OF THE FOLLOWING SPECIFICATIONS.

ANSI/AAMA/NWWDA 101/IS2 2/97

THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST METHODS FOR STRUCTURAL PERFORMANCE OF

EXTERIOR WINDOWS, CURTAIN WALLS AND DOORS BY UNIFORM STATIC AIR PRESSURE.

DWG 4
SCALE: NTS

EAVE STRUT
2 EAVE STRUT & DIAG. BRACE TO

PER SCHEDULE

TS END POST OR BOW

PER SCHEDULE
2"x2"x2" 18 GA ANGLE CLIPSECURE TO POST / BOW
AND STRUT W/ 1/4"x1"
SDF's-2 TO EACH MEMBER
(TYP.)
14ga. PLATE

SEE SCHEDULE
DIA. BRACEIF REQUIRED
SCALE: NTS 3 BRACE CONNECTION
EAVE STRUT PLATE SCREWS EA. MEMBER PLATE SIZE & SIDES APPLIED NO. OF BRACE (0) DIAG. BRACING 7"x 7" 14GA - ONE SIDE 5-1/4"x1" SDI TO EA. MEMB BRACE / EAVE STRUT STRAP / HEADERS STRAP SCHEDULE - LINES 2 & 3 1/2" END DIST & 1.5" O.C.

REQUIRED
MIN. 2x2x14GA

POST/BOW CONNECTION
DIA. BRACEIF REQUIRED
EAVE STRUT STRAP EA. BAY

NOT REQUIRED
14ga. PLATE

SEE SCHEDULE
NOTE:1- DIAGONAL BRACES CAN BE APPLIED AT ANY LOCATION ALONG THE SAME SIDE BETWEEN 2 SPACED BOWS. 2- EAVE STRUTS ARE REQUIRED ONLY WHEN DIAGONAL BRACING OR SHEAR WALLS REQUIRED.3- DIAGONAL BRACING NOT REQUIRED WHEN LONG SIDE ENCLOSED FOR 18FT OR MORE W/ MIN. 7.5FT SOLID SEGMENTS. 1'-8" MIN. 1'-8" MIN.

CS STRAP PER TABLE

WHEN REQUIREDAPPLIED OUTSIDE OR

INSIDE FACE
(WHEN DIAG. BRACING
REQUIRED) (WHEN DIAG. BRACING REQUIRED) NOT REQUIRED SEE NOTE 3 DWG 8
SCALE: NTS (BOXED EAVE OPTION)
TYP. BOW SPLICE DETAIL
6"
1/8" NIPPLE TO BOW RAFTER
WELD
CORNER BRACE(WHERE REQUIRED-SEE TABLE 1)

TS END POST

PER SCHEDULE
SCALE: NTS

TS BOW POST
SEE TABLE 1

TS BOW RAFTER
SEE TABLE 1

NIPPLE TOBASE RAIL
TS 2.0 x 3.0 14 GA

CONTINUOUS BASE RAIL

NIPPLE TOBASE RAIL
1/8"

NIPPLE TOBASE RAIL
2 BOW/ HEADER DETAIL
BOW /BASE RAIL CONN.DETAIL
SCALE: NTS 3

BOW / POST DETAIL
SCALE: NTS 1

TS BOW POST
SEE TABLE 1

TS BOW RAFTER
SEE TABLE 1
HEADER OPTIONS:
(1) 12.0x 3.5 12GA C
1 - 12

SIDE OPENING
SCALE: NTS
DWG 7
1 DWG 3
1 1
DWG 7
2 DWG 7
3 4"
OVERALL LENGTH VARIES(100' MAX)

DEPENDS ON NUMBER AND SPACING OF BOWS
4"
CLEAR SPAN AS REQUIRED - SEE DETAIL 2
12'-0" MAX.DWG 5
1 DWG 5
3 DWG 3
4 DWG 5
OR
TYP.
4 DWG 5
DWG 7
DWG 3
3 DWG 3
3 TS BOW RAFTER
30'-0" MAX. BOW SPAN
1 DWG 4
DWG 2
1 SCALE: NTS
12'-0" MAX. SPAN

TYPICAL SIDE EXTENTION SECTION

TS END POST
DWG 5
1 PER SCHEDULE

TS END POST

PER SCHEDULE
SEE TABLE 1
2 36" COVERAGE
36/3 Pattern
SIDE SEEM ORSIDELAP ATTACHMENT24" O.C. MAX.
36/4 Pattern

BASIC DIMENSIONS AND PANEL ATTACHMENT

TAPE SEALANT
(ROOF APPLICATION)
TABLE 1
ABBREVIATIONS USED: - REGISTERED DESIGN PROFESSIONAL(RDP) -BUILDING OFFICIALS (BO) -INTERNATIONAL BUILDING CODE (IBC) MATERIAL: BO TO INSPECT SOURCE, GRADES & SIZES PERIODICALLY OR PER

SHIPMENT FOR COMPLIANCE WITH PLANS SPECIFIED
MATERIALS AND REQUIREMENTS.

SYSTEMS: BO TO INSPECT FOR COMPLIANCE WITH PLANS SPECIFIED

SYSTEM REQUIREMENTS DURING CONSTRUCTION AT
DIFFERENT STAGES OF ASSEMBLY AND ERECTION.

COMPONENTS: BO TO INSPECT BUILDING COMPONENTS FOR COMPLIANCE

WITH PLANS REQUIREMENTS DURING CONSTRUCTION AT
DIFFERENT STAGES OF ASSEMBLY AND ERECTION.

TESTING: NOT REQUIRED UNLESS SYSTEMS AND/OR COMPONENTS ARE COMPOSED BY CONTRACTOR ON SITE. CERTIFICATE OFCOMPLIANCE SHALL BE COLLECTED AND CHECKED BY BO

FOR COMPLIANCE WITH PLANS SPECIFIED MATERIALS,
SYSTEMS, AND COMPONENTS REQUIREMENTS. IN CASE ONSYTSTEMS AND/OR COMPONENTS BEING MANUFACTUREDOR ASSEMBLED ON SITE, BO SHALL NOTIFY RDP FOR FURTHER INSTRUCTION.

SEISMIC & WIND: EXEMPT PER CBC SECTION 1705.3 UNLESS NOTED ELSEWHERE ON PLANS; HOWEVER, ALL WELDING SPECIFIED PER PLANSHALL BE INSPECTED BY CERTIFIED WELDER, ALL

MECHANICAL CONNECTORS, AND ALL SPECIFIED SHEAR

RESISTING ELEMENTS SPECIFIED PER PLAN SHALL BE

INSPECTED TO COMPLY WITH PLANS THEMES AND
REQUIREMENTS.

CONTRACTOR RESPONSIBILITY: SHALL BE IN ACCORDANCE WITH 2021 IBC SECTION 1704.4 STATEMENT OF SPECIAL INSPECTION - IBC SEC.1705
TABLE 2

PARTIALLY ENCLOSED WIND ENCLOSURE
1 (CAT II)
RIGID
100-110 MPH WIND SPEED- 3 SEC.

BUILDING CATEGORY FACTOR (WIND /SE.)

WIND DESIGN METHOD & EXPOSURE
MWFRS

PROCEDURAL / C
 OCCUPANCY CATEGORY
 CONSTRUCTION TYPE
INTERNAL PRESSURE COEFFICIENT 0.55/-0.55

COMPONENTS & CLADDING(ROOF/ WALLS)

1.366/0.751 MSRA, SDs /SD1

D - DEFAULT SITE CLASS

D SEISMIC DESIGN CATEGORY

BASIC SEISMIC-FORCE-RESISTING SYSTEM

0.683 SEISMIC RESPONSE COEFFICIENT, Cs

3.0 (TRANS) / 2.0 (LONG.) RESPONSE MODIFICATION FACTOR, R 2,638 LBS DESIGN BASE SHEAR, V
DL = 1.5 PSF, LL=20 PSF DL / LL (PSF)
ALLOWABLE SOIL PRESSURE 1500 PSF
-81.27 / -38.19 PSF
FRAME (TRANS.) / BEARING (LONG.)
1 NOTE:

THIS STRUCTURE IS IN COMPLIANCE WITH THE CALIFORNIA BUILDING CODE (CBC) 2022 AND THE INTERNATIONAL BUILDING CODE (IBC) 2021 AND INTERNATIONAL RESIDENTIAL CODE (IRC) 2021.

TO BOW TO POST size ft ft ft

MIDDLE BRACE

SIZE LOCATION

MIDDLE BRACE CORNER BRACE LOCATION CORNER BRACE POST SIZE BOW SIZE BOW SPACING BOW SPAN POST HEIGHT

2.0x3.0 14ga 31'-0" 8'-0'' / 15'-0"
SNOW
(PSF)
0 #
DWG/CALC.

BARN0922U 2.0x3.0 14ga 3'-0" SEE DWG 2 SEE DWG 2 TRUSS 18'-0" 2.0x3.0 14ga 2.0x3.0 14ga 8"

BASE RAIL

SECTION A-A
8"

BASE RAIL

SECTION A-A

TAPPER ENDS

INTERIOR CONDITION

END CONDITION

TAPPER ENDS
DWG 3
3 DWG 3
3 TS 2.0x3.0x14ga - 8"
LEG ATTACHED W/ 3-1"SDS
AT EA.TAPPER END
OR WELDEDOR 3/16" 2.0x3.0x3.0

ANGLE WELDED
TS 2.0x3.0x14ga - 8"
LEG ATTACHED W/ 3-1"SDS
AT EA.TAPPER END
OR WELDEDOR 3/16" 2.0x3.0x3.0

ANGLE WELDED
2 SCALE: NTS
NIPPLE TO 1/8BASE RAIL
3 BOW/BASE RAIL CONN. DETAIL
6" LONG 14 GA NIPPLE
W/ 4-SELF DRILLING SCREWS, ONE ON NEAR

SIDE, ONE ON FAR SIDE AND ONE ON
EACH SIDE @ 3" UP FROM SPLICE JOINT
TS BOW POSTSEE TABLE 1
TS 2.0 x 3.0 x 14 GA

CONTINUOUS BASE RAIL
SCALE: NTS
SIDES / INTERIOR ELEVATIONS FRAMING - TYP.

WELD BRACE TO POST/
BASE OR USE ALT.DETAIL 4/DWG8 (TYP.)

UNITED CARPORTS
UNITED CARPORTS LLC.
7280 SYCAMORE CANYON BLVD
RIVERSIDE, CA 92508
FAX: (800)-757-6742
PHONE:(800)-757-6742
1/8"
CONCRETE:

CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVESTRENGTH OF 2500 PSI AT 28 DAYS.

COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVERREINFORCING BARS SHALL BE. 3 INCHES IN FOUNDATIONS WHERE

THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1 1/2 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEENREINFORCING BARS AND ANY FACE OF A CELL. REINFORCINGBARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2 INCHESFOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER REINFORCING STEEL:

THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.

GALVANIZATION:

METAL ACCESSORIES FOR USE IN EXTERIOR WALL

CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE
WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTMA 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS,

BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER
SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.

REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELDPROVIDED:

1. ALL REINFORCEMENT IS BENT COLD,

2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF

THE BAR IS NOT LESS THAN SIX-BAR DIAMETERS AND

3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETESHALL NOT BE FIELD BENT.

EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWELBARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN

CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF
NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 6
INCHES OF VERTICAL BAR LENGTH.

FOUNDATION:MIN. ALLOWABLE SOIL BEARING USED IN DESIGN = 1500 PSF ANCHORAGE AND SPECIAL INSPECTION:

SPECIAL INSPECTION NOT REQUIRED BY SIMPSON TIE UNLESS
REQUIRED BY BUILDING CODE OR LOCAL BUILDING AUTHORITY.

ANY DEVIATION FROM SPECIFIED CONNECTIONS SHALL BE

FIRST APPROVED IN WRITING BY THE DESIGN ENGINEER AND
THE BUILDING OFFICIAL PRIOR TO INSTALLATION.

SCALE: NTS
COVER
3"
# 4 @ 32" O.C.

ONE TOP & ONE BOTTOM
3"
COVER
2 TS 2.0 x 3.0 14 GA.CONT. BASE RAIL
MONOLITHIC CONT. CONC. FOOTING (2500 PSI MIN.)REINFORCED WITH 2-#4's CONTINUOUS 22"
12"

CONCRETE BASE RAIL ANCHORAGE

CONTINUOUS FOOTING OPTION
DOWELS
RECOMMENDED-TYP.
24" MIN.
24" MIN.
18"
1/2" x 7" SIMPSON STRONG-BOLT 2
WEDGE ANCHOR - 3 7/8" EMBD.

IN POURED CONCRETE
ICC-ES ESR-3037
OR
1/2" x 6" SIMPSON TITEN HD, MIN. 3" EMBD.

IN POURED CONCRETE
ICC-ES ESR-2713
MIN. 4" SLAB W/
#4 @ 32" O.C. E/W
OR EQ. WWM
1/8"
1/8"
1/8"
6" LONG 14GA NIPPLE,SECURE BOW& POST TO NIPPLE WITH2- 1/4" x 1" SELF DRILLING

FASTENERS ON EACH SIDE
(4 PER SPLICE)
6" LONG 14GA NIPPLE,SECURE BOW & POST TO
NIPPLE WITH 2- 1/4" x 1"

SELF DRILLING

FASTENERS ON EACH
SIDE (4 PER SPLICE)
6" LONG 14GA NIPPLE, W/4- SELF

DRILLING SCREWS ONE ON NEAR SIDE,
ONE ON FAR SIDE AND ONE ON EACHSIDE @ 3" UP FROM SPLICE JOINT SCALE: NTS
2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND BOW W/ 1/4"x1" SDF's-2 TO EACH MEMBER

TS END POSTSTUD PER SCHEDULE
1 END POST TO BOW CONN. DETAIL

STRUT / BLOCKING
PER DETAIL 2/DWG4
ATTACHING TO POST:

ATTACHING TO STRUT / BLK'G:
2"x2"x2" 16 GA ANGLE CLIP SECURE TO STRUT AND BOW W/ 1/4"x1" SDF's-2 TO EACH MEMBER TOP CLIP REQ. WITH CONT. VERTICALS ONLY

TS END POSTSTUD PER SCHEDULE
6" LONG 14 GA NIPPLE WELDED
W/ 4-SELF DRILLING SCREWS,

ONE ON NEAR SIDE,ONE ON FAR SIDE

AND ONE ON
EACH SIDE @ 3"UP FROM SPLICE JOINT

NIPPLE TO
POST
1/8"
OPTION 1 OPTION 2
SCALE: NTS 2 MIDDLE BRACE DETAIL
2"
2 1/2"

BRACE SECTION
1116"1116"

BOW RAFTER

MIDDLE BRACE
TO BOW WITH 2-1/4"x1" SDFsON EACH FACE
SCALE: NTS 2 MIDDLE BRACE DETAIL
(OPTIONAL)

BOW RAFTER
1/8" 1"
(MIN.)
SCALE: NTS
BRACE PER TABLE 1FASTENED TO THELEGAND BOW
W/ 4-1/4" x 1" SELF

DRILLING SCREWS

AT EACH END
(8 PER BRACE)
SCALE: NTS SCALE: NTS
9 1/2 " 6"
3"
5"
TS BOW RAFTERSEE TABLE 1

NIPPLE TO BOW RAFTERWELD
1/8"
1 6"

NO SCREWS REQUIREDIN BOW BEND
3"
CORNER BRACE(WHERE REQUIRED-SEE TABLE 1)

BOW/POST DETAIL BOW/POST DETAIL
(BOXED EAVE OPTION)
1 TS BOW POST
SEE TABLE 1

TS BOW POST
SEE TABLE 1
6" LONG 12 GA
NIPPLE SECURE POST TONIPPLE W/4-1/4" x 1" SDF's

ONE ON NEAR SIDE, ONE ON
FAR SIDE AND ONE ON EACHFACE, LOCATED @ 3" DOWNFROM MEMBER END.

CORNER BRACE
(WHERE REQUIRED-SEE TABLE 1)
1/8"
1/8"
1/8"
1/8"

BRC WELDING OPTION

FASTENING OPTION PERBRACE SECTION DETAIL

FASTENING

OPTION PER

BRACE SECTIONDETAIL

FASTENING OPTION PERBRACE SECTION DETAIL

BRC WELDING OPTION

BRC WELDING OPTION
6" LONG 12 GA
NIPPLE SECURE POST TONIPPLE W/4-1/4" x 1" SDF's

ONE ON NEAR SIDE, ONE ON
FAR SIDE AND ONE ON EACHFACE, LOCATED @ 3" DOWNFROM MEMBER END.

FASTENING

OPTION PER

BRACE SECTIONDETAIL

BRC WELDING OPTION
FTG. DETAILSEE DWG 3
DWG 2
6" TYP.

DEPENDS ON NUMBER AND SPACING OF BOWS

OVERALL LENGTH
SEE TABLE 1
6" TYP.
4"
1/8"

WELD BRACE TO POST/BASE
OR USE ALT. DETAIL 3/DWG8 (TYP.)
(TYP.)
1/8"
(TYP.)
4" 4"
DOUBLE ANCHORS - LINES 2 & 3
SINGLE ANCHOR - LINE 1SEE DETAILS ON DWG3

FOR PLACEMENT IN
CONCRETE.
26 GAGE R-PANEL ROOFING
AND SIDE PANELS - SEE DWG2

FOR ATTACHMENT SPECS
(SIDE PANELS NOT SHOWN

FOR CLARITY)
4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4"

TYPICAL BOW SECTION
SCALE: NTS

NOTEFLUSH ANCHORING (SHORT LEGS) NOT REQUIRED ATEND WALLS

ANCHOR IN FOOTING PER
DETAILS ON DWG 3
12' LONG
TS 14GA NIPPLE. SECURE
POST TO NIPPLE W/4 - 1/4"x1" SDF'S ONE ON NEAR

SIDE, ONE ON FAR SIDE

AND ONE ON EACH FACE
LOCATED @ 3" DOWNFROM MEMBER END 6" LONG TS 14 GA NIPPLE. SECURE POST TO NIPPLE W/4 - 1/4"x
1" SDF'S ONE ON NEAR

SIDE, ONE ON FAR SIDE

AND ONE ON EACH FACE
LOCATED @ 3" DOWNFROM MEMBER END

TS PER PLAN

FRONT WALL SECTION
SCALE: NTS
NOTES1. ALL STEEL TUBING SHALL BE 60 KSI STEEL,
GALVANIZED.

2. LOCATE ANCHORS AT EACH END OF BOW3. FASTEN METAL ROOF PANELS TO BOW FRAME WITH WITH 1/4" x 1" OR #12 OR #14 SDFs W/ 36/6 PATTERN #12 @ 12" O.C. SIDELAP (ER-550) NEOPRENE WASHERS ARE REQUIRED.

4. ALL FIELD/EXPOSED CONNECTIONS SHALL
BE 1/4"x 1" OR #12 OR #14 SDFs. NEOPRENE WASHERS ARE REQUIRED.

5. ALL SHOP CONNECTIONS SHALL BE
WELDED AND PAINTED FOR WEATHER PROTECTION. SPECIAL INSPECTION REQUIRED IF MANUFACTURER NOT CERTIFIED.

METAL SIDE PANNELPER PLAN

CONTINUOUS BASE RAILPER PLAN

EAVE STRUT

WHEN REQUIRED
SEE TABLE/DWG8

WELD BRACE TO POST/STRUT
OR USE ALT. DETAIL 2/DWG8

2.0"x3.0" 14ga

DIAGONAL BRACE

WHEN REQUIRED
SEE SCHEDULE/DWG8
SCALE: NTS

CONCRETE BASE RAIL ANCHORAGE

TO CONTINUOUS FTG

INTERIOR ANCHORAGE OPTION
TS 2.0 x 3.0 x 14 GACONT. BASE RAIL
TS 2.0 x 3.0 x 14 GA8" SHORT LEG

PLACED AT EDGE
A A
COVER
3"
# 4 @ 32" O.C.
4"
MIN
3"
COVER
18"
12"
NOTE:
- MAY SUBSTITUTE THE # 4 REBAR W/
1/2" ALL THREADED BOLT W/ STD NUT
& WASHER AS APPLICABLE.
- REFER TO PRODUCTS
MANUFACTURE FOR INSTALLATIONINSTRUCTIONS.
- SPECIAL INSPECTION REQUIRED

FOR WEDGE AND EPOXY ANCHORING
24"MIN.

DOWELS
MIN. 4" SLAB W/
#4 @ 32" O.C. E/W
MONOLITHIC CONT. CONC. FOOTING (2500 PSI MIN.)REINFORCED WITH 2-#4's CONTINUOUS ONE TOP & ONE BOTTOM.

RECOMMENDED
OR EQ. WWM
(NOT REQ.)
1 ANCHOR IN FOOTING PER
DETAILS ON DWG 3
NOTE:

ATTACH ALL END WALL RAILS PER DETAILS ON DWG3
PLACED NO MORE THAN 72" O.C. AND AT MAX. 12" FROM
CORNERS OR ENDS.

REAR WALL SECTION
SCALE: NTS

TS END POSTSTUD PER SCHEDULE
6" LONG 14 GA NIPPLE WELDED
W/ 4-SELF DRILLING SCREWS,

ONE ON NEAR SIDE,ONE ON FAR SIDE

AND ONE ON
EACH SIDE @ 3"UP FROM SPLICE JOINT

NIPPLE TO
LEDGER
1/8"
OPTION 3
1/2" BOLT THROUGHLEDGER TO EACH LEG

LEDGER THE SIZE AND

GAUGE OF POST W/

WELDED NIPPLE
BLDG AREA: 40'-0"x 31'-0"= 1,240 SQ.FT.

  
 DWG3
1 



DWG3
2 22'-4 1/2" 8'-7 1/2"
31'-0"
3 2
40'-0"
DWG3
1 DWG3
1 DWG3
1 ALTERNATE HOOK
MIN. 40 BAR DIAMETER
LAP OR 18" MIN.

WHICHEVER IS LARGER
MIN. 40 BAR DIAMETER
LAP OR 18" MIN.

WHICHEVER IS LARGER


FRONT
BACK
DWG3
1 
 
RIGHT
RIGHT
1 10'-0"

TO EDGE OF
BLD'G
 
3'-0"

TO EDGE OF
BLD'G
4"
15'-0"
MID LEG HT.
17'-6 1/2"
BUILDING HT.
8'-0"
LOW LEAN LEG HT.
1'-0"
22'-0" 9'-0"
2'-0"
26 GAUGE GALVANIZED
METAL ROOF PANELSFASTENED TO BOWFRAME WITH 1/4" x 1"
SDF'S - 36/3 PATTERN(ER-550 OR EQ.)
26 GAUGE GALVANIZED
METAL ROOF PANELSFASTENED TO BOWFRAME WITH 1/4" x 1"
SDF'S - 36/3 PATTERN(ER-550 OR EQ.)
FIN. GRADE ORTOP OF CONC. TO BRACE
TS 2.0 x 3.0
(SEE TABLE 1)
DWG 3
2 DWG 3
3 TYP.

TS BOW POST
SEE TABLE 1

TO BRACE
TRUSS
(SEE TABLE 1)
1 DWG 2
TYP.
10'-0"
SDF's-2 ON TOP AND
BOW W/ 1/4"x1"

SECURE TO POST AND
2"x2"x2" 16 GA ANGLE CLIP
DWG 4
1 CORNER BRACE

WHERE REQUIRED
(SEE TABLE 1)
DWG 3
1 DWG 3
1 DWG 3
3 TYP. DWG 3
3 TYP.

CORNER BRACEWHERE REQUIRED(SEE TABLE 1)
1'-0" 1'-0"
12'-0"
12 2.5
DWG 2
2 18'-0"
2'-0"

TO BRACE
12'-0"
2'-0"
26 GAGE GALVANIZED

METAL SIDE PANELS

SECURE WALL PANELS TO
ALL MEMBERS IN CONTACTW/ 1/4"x1" OR #12 OR #14
SDFs W/ 36/3 PATTERN #12@ 12" O.C. SIDELAP
TYP. ON THIS SIDE
(ER-550)
2'-0"
7'-0"

TOP OF SLAB
4"
22'-0" 9'-0"
12' WIDE x 14' HIGH

CHAIN DRIVE

METAL ROLL UP DOOR
36" x 80"

WALK-IN
DOOR
6' WIDE x 7' HIGH

HAND DRIVE

METAL ROLL UP DOOR
12 2.5
12' WIDE x 12' HIGH

CHAIN DRIVE

METAL ROLL UP DOOR
36" x 80"

WALK-IN
DOOR
12 2.5
4" 4"
2/DWG6
S1

TOP OF SLAB
4" 4"

SPACING
PER TABLE.
6" 4"
36" x 80"

WALK-IN
DOOR
4" 4"
2/DWG6
S1
4" 4" 6"
26 GAUGEGALVANIZED

METAL ROOFPANELS PERPLAN
26 GAUGE GALVANIZED

METAL WALL PANELSPER PLAN
DBL 2.0x3.0 14GAHEADER
DBL 2.0x3.0 14GAHEADER
1/DWG5
S1
4/DWG5
S1
26 GAUGE

GALVANIZED

METAL ROOF

PANELS PER
PLAN
1 DWG 3
1 TYP.
31'-0"

SPACING
PER TABLE.
4/DWG5
S1
DWG 3
1 TYP.
3 DWG 3
2 TYP.
2 4"
22'-0" 9'-0"
4" 4"

SPACING
PER TABLE.
6" 6" 6"
26 GAUGE

GALVANIZED

METAL ROOF

PANELS PER
PLAN
26 GAUGE GALVANIZED

METAL WALL PANELS

PER PLAN
DBL 2.0x3.0 14GA
HEADER
2/DWG5
S1
4/DWG5
S1
26 GAUGEGALVANIZED

METAL ROOFPANELS PERPLAN
1 DWG 3
1 TYP.
31'-0"

SPACING
PER TABLE.

DWG 3
1 TYP.
3 DWG 3
2 TYP.
2 2/DWG5
S1
TYP.

TYP.
1/DWG5
S1
TYP.
1/DWG5
S1
TYP.

DBL 2.0x3.0 14GAHEADER
AT EXTERIOR SIDE OR END WALLS W/ INTERIOR ANCHORING:
1/2" x 7" SIMPSON STRONG-BOLT 2
WEDGE ANCHOR - 3 7/8" EMBD.

IN POURED CONCRETEICC-ES ESR-3037
OR
1/2" x 6" SIMPSON TITEN HD, MIN. 3" EMBD.

IN POURED CONCRETEICC-ES ESR-2713
AT END WALLS W/ NO INTERIOR ANCHORING:#4 (1/2") REBAR x 10" IN FRESH CONCRETE - MIN. 7" EMBD.

W/ WELDED HEAD
OR
#4 (1/2") REBAR x 7"W/ WELDED HEAD
IN POURED CONCRETE - MIN. 4" EMBD.

W/ "SET-3G" EPOXY
(ESR 4057)OR
1/2" x 6" SIMPSON TITEN HD,
MIN. 3" EMBD.

IN POURED CONCRETE

1.5" MIN. EDGE DISTANCE
ICC-ES ESR-2713
02-26-25
12/31/25
FEB. 26, 2025

TOP OF SLAB
S1
1/DWG3 TYP.

S1
TYP. 1/DWG3

TOP OF SLAB
5691

PROJECT NUMBER
SEAL
REVISIONS:
02-15-25
DATE
R.S.

DRAWN BY
R.S.

ENGINEER

SHEET NUMBER
FAX: (559) 765-0588
TELEPHONE: (559) 765-0584
CLOVIS, CA. 93611
7868 N. MAPLE AVE.

CAD DRAFTING SERVICES

STRUCTURAL ENGINEERS CIVIL DESIGN
A.S.C. ENGINEERS & ASSOCIATES

JEFFREY ALBALOS
NORCO, CA 92860
1041 CANYON VIEW PLACE

UNITED CARPORTS
5691
S2

PROJECT NUMBER
SEAL
REVISIONS:
02-15-25
DATE
R.S.

DRAWN BY
R.S.

ENGINEER

SHEET NUMBER
FAX: (559) 765-0588
TELEPHONE: (559) 765-0584
CLOVIS, CA. 93611
7868 N. MAPLE AVE.

CAD DRAFTING SERVICES

STRUCTURAL ENGINEERS CIVIL DESIGN
A.S.C. ENGINEERS & ASSOCIATES

JEFFREY ALBALOS
NORCO, CA 92860
1041 CANYON VIEW PLACE
UNITED CARPORTS FRONT ELEVATION SCALE: 1/4" = 1'-0"
S1
TYP. DWG4
4"
22'-0"
15'-0"
MID LEG HT.
17'-6 1/2"
BUILDING HT.
10'-0"
HIGH LEAN LEG HT.
9'-0"
1 3
8'-0"
LOW LEAN LEG HT.
5'-0" 1'-0"
12' WIDE x 14' HIGH

CHAIN DRIVE

METAL ROLL UP DOOR
1'-0"
2 1'-0"
36" x 80"

WALK-IN
DOOR
6' WIDE x 7' HIGH

HAND DRIVE

METAL ROLL UP DOOR
1'-0" 2'-0"
12 2.5

BACK ELEVATION
SCALE: 1/4" = 1'-0"
S1
TYP. DWG4
4"
22'-0"
15'-0"
MID LEG HT.
17'-6 1/2"
BUILDING HT.
10'-0"
HIGH LEAN LEG HT.
9'-0"
1 3
8'-0"
LOW LEAN LEG HT.
5'-0"
12' WIDE x 12' HIGH

CHAIN DRIVE

METAL ROLL UP DOOR
2 5'-0"
1'-0"
36" x 80"

WALK-IN
DOOR
3'-0" 3'-0"
12 2.5
LEFT SIDE ELEVATIONS - LINES 1 / 2
SCALE: 1/4" = 1'-0"
S1
TYP. DWG2
DWG 1
S1
17'-6 1/2"+/-
BUILDING HT.

RIGHT SIDE ELEVATION - LINE 3
SCALE: 1/4" = 1'-0"
40'-0"
4"
36" x 36"
WINDOW
6'-2" 6'-2"
17'-6 1/2"+/-
BUILDING HT.
3'-2" 3'-0" 3'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 3'-0"O.C. TYP. 3'-2" 3'-2" 3'-0" 3'-0" 36" x 36"
WINDOW
36" x 36"
WINDOW
9'-4" 9'-4"
1'-0" 1'-0"
3'-0"
S1
TYP. DWG2
DWG 1
S1
17'-6 1/2"+/-
BUILDING HT.
40'-0"
4"
36" x 36"
WINDOW
6'-2" 6'-2"
17'-6 1/2"+/-
BUILDING HT.
3'-2" 3'-0" 3'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 3'-0"O.C. TYP. 3'-2" 3'-2" 3'-0" 3'-0" 36" x 36"
WINDOW
36" x 36"
WINDOW
9'-4" 9'-4"
36" x 36"
WINDOW
36" x 36"
WINDOW
36" x 36"
WINDOW
1'-0"
3'-0"
1'-0"
INTERIOR ELEVATION - LINE 2
SCALE: 1/4" = 1'-0"
17'-6 1/2"
BUILDING HT.

S1
TYP. DWG2
DWG 1
S1
17'-6 1/2"+/-
BUILDING HT.
40'-0"
4"
12'-0" 12'-0"
17'-6 1/2"+/-
BUILDING HT. 1'-0" 1'-0" 16' WIDE x 12' HIGH FRAME OUT
4"
SEE ANCHORINGSPECS ON DWG3/S1
TYP.
4"
4"
SEE ANCHORINGSPECS ON DWG3/S1
TYP.
4" 4" 4"
4"
2/DWG6
S1
2/DWG6
S1
2/DWG6
S1
2/DWG6
S1
2/DWG6
S1
2/DWG6
S1
4"
SEE ANCHORINGSPECS ON DWG3/S1
TYP.

S1
TYP. 1/DWG3

TOP OF SLAB
4" 4"
3'-0"O.C.

MAX TYP.

SEE ANCHORINGSPECS ON DWG3/S1
TYP.

SEE ANCHORINGSPECS ON DWG3/S1TYP.
4" 4"
2/DWG6
S1

TOP OF SLAB
S1
1/DWG3 TYP.
4" 4"
3'-0"O.C.

MAX TYP.
6"
SEE ANCHORINGSPECS ON DWG3/S1
TYP.
6"
36" x 80"

WALK-IN
DOOR
4" 4"
2/DWG6
S1
4" 4"
6"6" 6" 6"
1'-0" 1'-0"
1'-0" 1'-0"
5'-0" 15'-0" WALL HT.
8'-0" WALL HT.
15'-0" WALL HT.
02-26-25
12/31/25
FEB. 26, 2025




  





















  











 


















 




 



 



















 




 





 


































 





















 



























 


















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