HomeMy WebLinkAboutRevised Plans - Williams, Carol EHP
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1 THIS PROJECT COMPLIES WITH THE FOLLOWING:2019 CALIF. RESIDENTIAL CODE2019 CALIF. BUILDING CODE. (STRUCTURAL ONLY)2019 CALIF. FIRE CODE2019 CALIF. ELECTRICAL CODE.2019 CALIFORNIA GREEN BUILDING STANDARDS CODE.AS ADOPTED BY COUNTY OF BUTTE CODES:VICINITY MAP:TABLE OF CONTENTS:
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PV-1SITE LOCATIONPV-2SITE PLANPV-2AARRAY PLAN WITH MODULES LAYOUTPV-2BSTRUCTURAL CALCULATIONSPV-3MOUNTING DETAILSPV-3AGROUND MOUNT ATTACHMENT DETAILSPV-4THREE LINE DIAGRAMPV-4ASINGLE LINE DIAGRAMPV-5CONDUCTOR CALCULATIONSPV-5APANEL SCHEDULEPV-5BEXISTING SERVICE PANELPV-6EQUIPMENT & SERVICE LISTPV-7LABELSPV-7ASITE PLACARDOPTIMIZERCHARTOPTIMIZER CHARTPV-9 & 10SAFETY PLAN
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1.CEC ARTICLES 690 AND 705 AND CRC SECTION R324 MARKINGS SHOWN HEREON.2.ALL MARKING SHALL CONSIST OF THE FOLLOWING:A.UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTER
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SAFETY PLAN
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INSTRUCTIONS:1.USE SYMBOLS IN KEY TO MARK UP THIS SHEET.2.SAFETY PLAN MUST BE MARKED BEFORE JOBSTARTS AS PART OF THE PRE-PLAN3.DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE& MAKE NOTES ON THE JHA SHEETIN CASE OF EMERGENCYNEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINICNAME: _______________________________________________ADDRESS: ___________________________________________SAFETY COACH CONTACT INFORMATIONNAME: _______________________________________________ADDRESS: ___________________________________________ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THESAFETY PLAN AND SIGN INDICATING THAT THEY AREAWARE OF THE HAZARDS ON-SITE AND THE PLAN FORWORKING SAFELY. NAME SIGNATURE__________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ ________________DATE: ______________ TIME:___________________________
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Crew leader to fill out all sections below,
h
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Ladder Access·Ladders must be inspected before each use.·Extension ladders must be set up on a firm and level surface ata 4-to-1 rise to run angle (or 75 degrees) and the top must besecured to the structure. Extension style ladders placed onuneven, loose or slippery surfaces must additionally have thebase firmly anchored or lashed so the base will not slip out.·Extension ladders must be used with walk-through devices orthe ladder must extend 36" above the stepping off point.·A-frame ladders must only be climbed with the ladder spreaderbars locked in the open position; A-frame ladders shall not beclimbed while in the closed position (ex, closed and used whileleaned against a structure).·Additional notes:Mobile Equipment·Only Qualified operators will operate equipment; operators mustmaintain a certification on their person for the equipment beingoperated.·Type(s) of mobile equipment (Type/Make/Model):·Qualified operator(s):Material Handling and Storage·Materials will be staged/stored in a way that does not present ahazard to client, personnel or public. Materials stored on theroof will be physically protect from failing or sliding off.Fall Protection·A site-specific plan for fall prevention and protection is requiredprior to starting work and must remain onsite at all times untilwork is complete; a fall rescue plan must be outlined anddiscussed among the crew prior to work start.·First-person-Up (FPU) must install their anchor and connectbefore any other task, including installing other anchors. TheLast-Person-Down (LPD) must be the only person on a roofuninstalling fall protection.·FPCP (name and title):·FPU and LPD (name and title):Electrical Safety·The Electrical Qualified Person (EQP) is required onsite toperform electrical work.·All electrical work will be performed with equipment in anelectrically safe condition (de-energized) unless approval hasbeen granted prior to work.·Service drops and overhead electrical hazards will be indentifiedand protected from contact, as neccessary.·EQP (name and tile):Public Protection·The safety of the Client and Public must be maintained at alltimes.·The Client and the Public shall be prevented from entering thework zone through the use of barriers and/or signage, asrequired.·Company, Client and Public property shall be protected fromfalling objects.·Pets (including dogs) shall be secured by their owners prior towork start.·The Client should not leave pets, family members, or others incharge or care of Employees, Contractors, or TemporaryWorkers.·Crew leader responsibl
e
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(
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B
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of this project and revie
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project.·Crew leader (name/title
)
:
·Crew member (name/ti
t
l
e
)
:
·Crew member (name/ti
t
l
e
)
:
·Crew member (name/ti
t
l
e
)
:
·Crew member (name/ti
t
l
e
)
:
·Crew member (name/ti
t
l
e
)
:
Airborne Contaminants:·Asbestos-containing (T
r
a
n
s
i
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e
)
p
i
p
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g
(
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e
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·If yes, list specific tasks
a
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p
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:
Weather and Environment·The site supervisor sha
l
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f
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c
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a
t
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n
s
a
t
t
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e
job site, prior to crew a
r
r
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,
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h
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d
s
associated with inclem
e
n
t
w
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a
t
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e
r
(
h
e
a
t
,
c
o
l
d
,
w
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n
d
,
r
a
i
n
,
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c
.
)
·The site supervisor will
u
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e
d
a
p
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a
b
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e
w
i
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d
m
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r
(anemometer) to verify
a
c
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a
l
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n
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w
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d
c
o
n
d
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t
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o
n
s
,
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c
k
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at the ground and on a
n
y
e
l
e
v
a
t
e
d
w
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s
u
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f
a
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(
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x
,
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)
prior to work start, at m
i
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d
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p
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s
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a
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a
roof.·Elevated work involvin
g
t
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e
m
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i
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o
r
m
a
n
e
u
v
e
r
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g
o
f
s
o
l
a
r
panels shall cease at 2
5
m
p
h
(
s
u
s
t
a
i
n
e
d
w
i
n
d
)
u
n
t
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l
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d
subsides.·Forecasted weather m
a
x
i
m
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m
t
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m
p
(
d
e
g
r
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s
f
)
:
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.
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5224 South 39th Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
IronRidge February 1, 2021
28357 Industrial Boulevard Page 1 of 10
Hayward, CA 94545
Attn: Mr. Corey Geiger, VP New Markets, IronRidge Inc.
Subject: Ground Mounting System with Ground Screws – Structural Analysis – 4 Module (XR1000)
Dear Sir:
We have analyzed the subject ground mounted structure and determined that it is in compliance with the
applicable sections of the following Reference Documents:
Codes: ASCE/SEI 7-16 Min. Design Loads for Buildings & Other Structures
California Building Code, 2019 Edition
Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV
Modules, dated Effective November 1, 2012 by ICC-ES
CTL Thompson Testing Report for Ground Screw Lateral Testing, dated November 20, 2020
American Ground Screw, Inc. ESR-4226
Aluminum Design Manual, 2015 Edition
IronRidge Exhibit EX-0021
The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are ASTM
A53 Grade B standard weight (schedule 40) steel pipes or Allied Mechanical Tubing. Please refer to
Exhibit EX-0021 for approved pipe geometry and material properties. The tops of the piers are connected
in the E-W direction by the cross pipes which cantilever over and extend past the end piers. The cross
pipes are connected by proprietary IronRidge XR1000 Rails spanning up and down the slope which
cantilever over and extend past the top and bottom cross pipes. There are typically two rails per column
of modules. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown
in the attached Exhibit.
Gravity loads are transferred to the piers and ground screws by the rails and cross pipes acting as simple
beams. For lateral loads the system is a cantilever structure. The effect of seismic loads (for all design
categories A-F) have been determined to be less than the effect due to wind loads in all load conditions
and combinations.
The pier spacing in the N-S direction is 7’-6”. The pier spacing in the E-W direction is selected from load
tables determined by the structural design for the specified slope, wind load, and snow load. The governing
criteria for the pier spacing is either the spanning capacity of the cross pipes, the cantilever capacity of the
pier. Simplified Load Tables 1A-C & 2A-C are included herein for reference.
IronRidge February 1, 2021
Mr. Corey Geiger Page 8 of 10
Ground Mounting System with Ground Screws – Structural Analysis – 4 Module (XR1000)
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
- 8 -
Notes for Tables 1 & 2:
1. Shaded region denotes the requirement of (3) three XR1000 rails.
2. Cross pipe splices not permitted in outer 2/3 of end spans, or the middle 1/3 of interior spans based
on the installed attachment spacing (Linstall). See Figure A
3. End cantilever span of pipe rails (max) = 0.40 x maximum span (Lmax) from above tables. See
Figure A
4. When installations occur on a N-S grade, the design slope of the array shall be determined as the
slope relative to level ground. Code required topographic effects have not been considered.
Topographic (Wind) Factor = 1.0 (no topographic effects)
5. Dead Load (Weight) = 3 psf
6. Maximum PV Module Dimension = 80”
To avoid potential problems from the effects of thermal expansion, a maximum total continuous cross
pipe length of 100 ft is recommended.
Notes for CAMO module clamp installation:
1. Single module installation (“orphan modules”) shall not be permitted with the ground mount
system when CAMO clamp is used. Reference Figure 1 on following page for “Orphan Module”
installation.
2. CAMO clamps will function within a module’s design load ratings. Be sure the specific module
being used with the CAMO clamp meets the dimensional requirements shown in Figure 2 on the
following page, is a module listed in IronRidge’s installation manual, and that the module
selected is suitable for the environmental conditions of a particular project.
Linstall TYP
End Span Interior Span End Span
Lmax = Maximum pier spacing provided in the tables above for the project design criteria
= Indicates region of the pipe rail where splice may be installed
1/3 Linstall TYP
Linstall = Actual installed pier spacing
0.4 Lmax
Figure A
IronRidge February 1, 2021
Mr. Corey Geiger Page 9 of 10
Ground Mounting System with Ground Screws – Structural Analysis – 4 Module (XR1000)
Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers
- 9 -
Figure 1: Orphan Module Installation
Figure 2: CAMO Clamp Module Frame Dimensional Requirements
Foundation Requirements
The 2” and 3” Schedule 40 pipe frame shall be utilized with either the American Ground Screw products
or Krinner North America products. The approved American Ground Screw products shall either be the
Model 3 76mm system or the 102mm system and the approved Krinner North America products shall
either be the KSF G76 system or the KSF G114 system. The ground screws have been tested for the use
in soil class 4 and 5 conditions where the lesser capacity values were used for the analysis. The tables are
based on the piers being installed at their maximum allowable spacing. For spacing values less than
maximum and for loads cases with snow > 0 psf, the requirements can be determined by using the online
Design Assistant at IronRidge.com.