HomeMy WebLinkAboutB17-0641 000-000-000U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
National. Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
PAIVA FAMILY LIMITED PARTNERSHIP
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
13522 NORD CANA HIGHWAY
City State ZIP Code
CHICO California 95973
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
AP# 047-150-070
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) SOLAR
A5. Latitude/Longitude: Lat. 39*47'40.6" Long. 121*57'17.3" Horizontal Datum: ❑ NAD 1927 NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above ad'c nt grade
PERMIT# a I I
c) Total net area of flood openings in A8.b sq in BUT"i EtfJ(JNN1 FD EuOP E TSERVICES
d) Engineered flood openings? ❑ Yes ❑ No REVIEWED FOR
(�
COD LIANCE
A9. For a building with an attached garage:
DATANapuolmpiay D.
a) Square footage of attached garage sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade
c) Total net area of flood openings in A9.b • i sq in
d) Engineered flood openings? ❑ Yes ❑ No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
060017
BUTTE
California
B4. Map/Panel
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood Zone(s)
B9. Base Flood Elevation(s)
Number
Date
Effective/
(Zone AO, use Base
Revised Date
Flood Depth)
06007CO325E
E
01/06/2011
01/06/2011
A
155
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
❑ FIS Profile ❑ FIRM ❑ Community Determined 0 Other/Source: CONTOUR INTERPOLATION
B11. Indicate elevation datum used for BFE'in Item B9: ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No
Designation Date: ❑ CBRS ❑ OPA
1 `
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
13522 NORD CANA HIGHWAY
City State ZIP Code
Company NAIC Number
CHICO California 95973
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: G-848 Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a) through h) below.
❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ❑x feet ❑ meters
b) Top of the next higher floor ❑x feet ❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) ❑x feet ❑ meters
d) Attached garage (top of slab) x❑ feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 156 4 ❑x feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 153 3 ❑x feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 154 4 ❑x feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑x feet ❑ meters
structural support
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments.
Certifier's Name License Number
_--
JOSEPH F DOMINICK, III LS 5110
yF ?
��� �.,
c<,C,' F [JO`i'�✓ F�
Title
SURVEYOR
U Cc;
o Place c
Company Name
DOMINICK'S - CIVIL ENGINEERING AND SURVEYING
Seal
Address
PO BOX 1216 - 406 PINE STREET
d'T91 Q�\P
F�FCAUF�
City State ZIP Code
RED BLUFF California 96080
Signature Date Telephone
, ,2/ 03/29/2017 (530) 529-3560
Coageg of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
C&fiments (including type of equipment and location, per C2(e), if applicable)
r
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
13522 NORD CANA HIGHWAY
City State ZIP Code
Company NAIC Number
CHICO California 95973
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions),
the next higher floor (elevation C2.b in
the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4: Top of platform of machinery and/or equipment
servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ' ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
JOSEPH F DOMINICK, III
Address City State ZIP Code
PO BOX 1216 RED BLUFF Alabama 96080
Signature Date Telephone
03/29/2017 (530) 529-3560
Comm f
❑ Check here if attachments.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
13522 NORD CANA HIGHWAY
,1 ,•
City State ZIP Code
Company NAIC Number
CHICO California 95973
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number
G5. Date Permit Issued
G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement)
of the building: E]feet ❑ meters Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments (including type of equipment and location, per C2(e), if applicable)
❑ Check here if attachments.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6
/ 1e
BUTTE ,.
COUNTY
APR 10.2017
DEVELOPMENT
=vim
MIDSA
GL=4
PROJECT SUBMITTAL GUIDELINE: CALGREEN CODE
Newly constructed buildings on new or existing sites shall comply with Title 24, Part 11, California Green
Building Standards (CALGreen Code) Chapter 5. Additions to existing buildings, newly constructed
landscape work and rehabilitated landscape work. shall. comply with CALGreen Code, Chapter 5, Section
5.304.6. Projects submitted to DSA for review, as a single project or in a series of increments, must
comply with the CALGreen Code. For purposes of the Title 24, Part 6, California Energy Code (Energy
Code), the application of standards shall be in accordance with Energy Code, Table 100.0-A.
DSA Review for CALGreen Mandatory Measures
The CALGreen compliance review is limited to the mandatory measures, listed in Chapter 5. Chapter A5
is an appendix with voluntary. measures provided as a guideline to further encourage green building
design practices.
For mandatory Commissioning requirements refer:to the Energy Code Section 120.8. Note that the
measures outlined in the CALGreen Code, Chapter 5, Section 5.410.2 for Commissioning and Section
5.410.4 for Testing and Adjusting are not mandatory standards for schools and community colleges;
however, these additional verification practices are encouraged and recommended to ensure
performance, comfort, system durability, reliability, indoor air quality, and efficiency.
Attachment 1 - 2016 California Green Building Standards Code Application Matrix
Note: Each of the following measures is an excerpt from the CALGreen Code; for the complete text,
consult the 2016 Title 24, Part 11, California Green Building Standards Code.
A DSA Project Submittal Guideline is a compilation of recommendations based on Code, referenced standards, DSA USP documents,
and DSA practices: These guidelines are designed to give the design profession helpful information and insight into the DSA project
application, submittal and review processes. Guidelines are provided by DSA in support of the USP goals of giving stakeholders the
information they need in order to work smoothly with DSA and to help standardize practices among the four DSA Regional Offices.
Compliance with a guideline does not assure that a project is complete or that it adheres to the requirements of the California Building
Standards Code (Title 24 of the California Code of Regulations) or all DSA requirements. Additional information may be required,
depending on project complexity or site conditions. For complete submittal requirements see forms DSA=1 and DSA -3.
COINTY
APR � 10 20.11
DSMo lv ij,N I
ARWEs
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GL -4 (rev 03-10-17) Page 1 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
' DSA PROJECT SUBMITTAL GUIDELINE -4
CALGREEN CODE
Attachment 1
S
2.016 CALIFORNIA GREEN BUILDING STANDARDS CODE
Division of the State Architect—Structural Safety.(DSA-SS)
r. + (CCR, Title 24, Part .11) .
APPLICATION MATRIX
Mandatory
Chapter 5
DIVISION 5.1 - PLANNING AND DESIGN
SITE DEVELOPMENT `
5.106.4.2 Bicycle parking. For public schools and community colleges comply with
Sections 5.106.4.2.1 and 5.106.4.2.2
5.106.4.2.1-Studerit bicycle parking. Provide permanently anchored bicycle racks
�(
conveniently accessed with a minimum of four two -bike capacity racks per new
building.
5.106.4.2.2 Staff bicycle parking. Provide'permanent secure bicycle parking
conveniently accessed with a minimum of two staff bicycle parking spaces per new
building. Acceptable parking facilities shall be convenient from the street or staff
' . parking area and shall meet one of the following: =
•1. Covered, lockable enclosures with permanently anchored racks for bicycles;
- 2. Lockable bicycle rooms with permanently anchored racks; or
I. Lockable, permanently anchored bicycle lockers.
. ,. "
5.106.8 Light pollution reduction. Outdoor lighting systems shall,be designed and
installed to comply with the following: +' s
J. The minimum requirements in the California Energy Code.for Lighting Zones 1-4
as defined.in Chapter 10 of the California Administrative Code; and
2. Backlight, Uplight and Glare (BUG) ratings,as defined in IESNA TM -15-11; and
3. Allowable BUG ratings not exceeding those shown in Table 5.106:8, or
Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever
is more stringent.
Exceptions:
1. Luminaires that qualify as exceptions in'Section 140.7 of the California Energy
Code.
2. Emergency lighting. t, 1 Hyl ri
3. Building facade meeting the requirements in Table 140.7-B of the California,
Energy Code, Part 6. ,r,,�►�7Jj.:�t.
4. Custom lighting features as allowed by the local enforcing agency, as
permitted by Section 101.8 Alternate materials, designs and methods of
construction.
GL -4 (rev 03-10-17) Page 2 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
1.
DSA PROJECT SUBMITTAL GUIDELINE -4
• CALGREEN CODE
" APPLICATION MATRIX. _
`
Mandatory
r
Chapter5
Note: See also California Building Code, Chaptef 12' Sectiont1205.6 for college •
.£� campus`lighting requirements for parking facilities and walkways.,.
.Table 5.106.8'Maximum Allowable`Backlight,•Uplight, and Glare (BUG)'Ratings'
5.106.10 Grading and paving. Construction plans shall* indicate how site, grading or a
❑
drainage system will manage all surface water flows to keep water from entering' -
buildings. Examples of methods to manage surface water include, but are not limited to,
the following:
1. Swales. r _
\ 1
2. Water collection and disposal systems
French drains. ' ' `; '
•
4. ; Water retention, gardens.
5! Other water measures which keep surface water away from buildings and aid in
groundwater recharge.
DIVISION 5.2 --ENERGY EFFICIENCY
GENERAL t
5.201.1 California Energy Code. For the purposes of mandatory energy efficiency
standards in this code, the California Energy Commission will continue to adopt
'
mandatory standards. New construction, additions, and -alterations must comply with the
California Energy Code. Refer to California Energy Code Table 100.0-A
DIVISION 5.3 - WATER EFFICIENCY AND CONSERVATION
INDOOR WATER USE
5.303.3 Water conserving plumbing fixtures \and fittings.! Plumbing fixtures (water
closets and urinals) and fittings (faucets and showerheads) shall comply with the
following: V ,
5.303.3.1 -Water closets. The effective flushvolume of all water closets shall not
exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the1
` -
performance criteria of the U.S. EPA WaterSense Specifications for Tank -Type • '
Toilets. -.
Note: The effective flush volume of dual flush toilets is defined as the composite,
average flush volume of two reduced flushes and one full flush.
,
5:303.3.2 Urinals:
5.303.3.2.1 Wall mounted Urinals. The effective flush volume of wall mounted
urinals shall not exceed 0.125 gallons per flush.
,
r 5.303:3:2.2 Floor mounted urinals. The effective flush volume of floor, mounted or
other urinals shall not exceed 0.5 gallons per flush.,'
GL -4 (rev 03-10-17) ,a Page 3 of
'DIVISION OF THE STATE ARCHITECT , DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
' � r- {' �� . t � sem. .:� �' _ .. } r ,_ -• ` � ..
DSA PROJECT SUBMITTAL GUIDELINE -4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Chapter 5
5.303.3.3 Showerheads
5.303.3.3.1 Single showerhead. Showerheads.shall have a maximum flow rate
of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified..
to the performance criteria of the U.S. EPA WaterSense Specifications for
showerheads.
5.303.3.3.2 Multiple showerheads serving one shower. When a shower is
served by more than one showerhead, the combined flow rate of all
showerheads and/or other shower outlets controlled by a single valve shall not
exceed 2.0 gallons. per minute at 80 psi, or the showerhead shall be designed to
allow only one shower outlet to be in operation atone time.
Note: A hand-held shower shall be considered a showerhead.
5.303:3.4 Faucets and fountains.
5.303.3.4.1 Non-residential lavatory faucets. Non-residential lavatory faucets
A
f shall have a maximum flow rate of not more than 0.5 gallons per minute at 60
psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of
not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily
increase the flow above the maximum rate, but not to exceed 2.2 gallons per
minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at. 60 psi.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate. of
A
not more than 1.8 gallons per minute/20 [rim space (inches) at 60 psi].( -
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20
gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash
fountains shall have a maximum flow rate of not more than 0.20 gallons per
cycle/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means
may be used to achieve reduction.
5.303.6 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings
shall'be installed in accordance with the California Plumbing Code, and shall meet the
applicable standards referenced in Table 1701.1 of the California Plumbing Code and in
Chapter 6 of this code.
GL -4 (rev 03-10-17) Page 4 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
DSA PROJECT SUBMITTAL GUIDELINE -4 • > , �•: . .
CALGREEN CODE
APPLICATION MATRIX •• •a
Mandatory
Chapter 5
OUTDOOR WATER USE '
..,. .
5.304.6 Outdoor potable water use in landscape areas.�For public_schools and_ - A• .
- '
community°colleges, landscape projects as described.in Sections 5.304.6.1 and.
N '
5.304.6.2 shall comply with the California' Department of Water Resources' Model Water
`
Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7,
Division 2, Title 23, California Code of Regulations, except that the evapotranspiration
•' .
adjustment factor (ETAF) shall be 0.65'with an additional water,allowance for special
'
landscape areas (SLA),of 0.35.
Exception- Any project with an aggregate landscape area of 2,500 square feet or
less may comply with the prescriptive'measures contained in Appendix D of the
r
MWELO. ,
5.304.6.1 Newly constructed landscapes.'New construction, projects with an
aggregate landscape area equal to or greater than 500 square feet..
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an
aggregate landscape area equal to or greater than 1,200 square feet'
DIVISION 5.4 - MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 Weather protection. Provide" a -weather -resistant exterior wall and foundation
envelope as required by California Building Code, Section 1403.2 (Weather Protection) .
and California Energy Code Section 150, (Mandatory Features and Devices),
manufacturer's installation instructions, or local ordinance, .whichever is more rstringent. '
5.407.2 Moisture control. Employ moisture control measures by the following methods:
5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent .
spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to.
foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: /
5.407.2.2.1 Exterior door, protection. Primary exterior entries shall be covered
to prevent -water intrusion by using nonabsorbent floor and wall finishes within'at
least 2 feet around and perpendicular to such openings plus at least one of the
.following: ,.... _ }
• ; 1. An installed awning at least four feet in depth.
+• 2. The door is•protected by a roof overhang at least -four feet indepth.
3. The door is recessed at least four feet. ,}
' 4. Other methods which provide equivalent.protection.
'
5.407.2.2.2 Flashing. Installed flashing integrated with a drainage plane.
GL -4 (rev 03-10-17) Page 5 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
DSA PROJECT SUBMITTAL GUIDELINE -4 '
CALGREEN CODE `
APPLICATION MATRIX
Mandatory`.
Chapter 5
DIVISIONZA - MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
-CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
5.408.1 Construction waste management. Recycle and/or salvage for reuse a
minimum of 65 percent of the nonhazardous construction'and demolition waste in
accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction
and demolition waste management ordinance, whichever is more stringent,
5.408.1.1 Construction waste management plan. Where a local ju•risdiction'does
not have a construction and demolition waste management ordinance that is more
stringent, submit a construction waste management plant that:
,
' 1. Identifies the construction and demolition waste materials to be diverted.from
disposal by efficient usage;, recycling, reuse on the project or salvage for..-,
future' use or sale.
2. Determines if construction and demolition waste materials will be sorted on-
site (source -separated) or bulk mixed (single stream).,
3: Identifies diversion facilities where_ construction and demolition waste
,
material collected will be taken.
4: • -Specifies that the amount of construction' and demolition waste materials
diverted shall.be calculated by weight or volume,'but not by both..
5.408.1.2 Waste management company..Utilize a waste management company
'that
can provide verifiable.docu'mentation that the percentage of construction and'
demolition waste material diverted from the landfill complies with this section.
Note: The owner or contractor shall make the determination if the construction
,
and demolition waste material will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2::.
s
1. • Excavated soil and land -clearing debris. ,.
2. Alternate waste red uction:methods'developed by working with local
`
agencies if diversion or recycle facilities capable of compliance. with this
item do not exist. _
+
3. •Demolition waste meeting local ordinance or calculated in consideration__
of local recycling facilities and markets.
`
5.408.1.3 Waste stream reduction alternative. The combined weight of news
construction disposal that does not exceed two pounds per square foot of "
building area may be deemed to meet the 65 percent minimum requirement as
approved by the enforcing agency. j
y
GL -4 (rev 03-10-17)- Page 6 of 11
DIVISION OF THE STATE ARCHITECT " DEPARTMENT OF"GENERAL' SERVICES r, STATE OF CALIFORNIA
CALGREEN CODE
-. APPLICATION MATRIX
Mandatory
Chapter 5
BUILDING MAINTENANCE AND OPERATION
5.410.1 Recycling by occupants. Provide readily accessible'areas that serve the entire
building and are identified for the depositing, storage and collection of non -hazardous
materials for recycling, including (at a minimum) paper, corrugated cardboard, glass,
plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance,
if more restrictive. -
Exception: Rural jurisdictions that meet and apply for the exemption of Public
Resources Code 42649.82 (a)(2)(A) et seq., will also be exempt from the organics
waste portion of this section. -
5.410.1.2 Sample ordinance..Space allocation for recycling areas shall comply with
'30
Chapter 18, Part 3,, Division of the Public Resources Code. Chapter 18 is known as
the California Solid Waste Reuse and Recycling Access Act of,1991 (Act).
Note: A sample'ordinance for use'by local agencies may be found in Appendix A of -
the document at the CalRecycle's website.
DIVISION 5.5 ENVIRONMENTAL QUALITY
POLLUTANT CONTROL. t
5.504.3 Covering of duct openings and protection of mechanical equipment during
construction. At the time of rough installation and during storage on the construction
site until final startup of the heating, cooling and ventilating equipment, all duct and other
related air distribution component openings shall be covered with tape, plastic, sheet
metal or other methods acceptable to the enforcing agency to'reduce the amount of
dust, water and debris which may enter the system. ,.
5.504.4 Finish material pollutant control. Finish materials shall comply with Sections
5.504.4.1 through 5.504.4.6. '
5.504.4.1 Adhesives, sealants, and,caulks. Adhesives, sealants, and caulks used.
on the project shall meet the requirements of the following standards:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant
primers, and caulks shall comply with local or regional air pollution control or
air quality management district rules where applicable, or SCAQMD Rule
s 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products
also shall comply with the. Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride,
perchloroethylene, and trichloroethylene), except for aerosol products as,
specified in Subsection 2, below. .
t 2. Aerosol adhesives, and smaller'unit sizes of adhesives, and sealant or
ZJ
caulking compounds (in units of product, less packaging, which do not weigh
more than one pound and do not consist of more than 16 fluid ounces) shall
comply with statewide VOC standards and other requirements, including
a
prohibitions on use of certain toxic compounds, of California Code of
Regulations,. Title 17, commencing with Section 94507.
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT; TABLE 5.504.4.2 - SEALANT VOC LIMIT
' GL -4 (rev 03-10-17) Page 7 of 11
DIVISION OF THE STATE ARCHITECT , DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
F
C.
'DSA PROJECT SUBMITTAL GUIDELINE -4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Chapter 5
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with
VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure,
as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC
content limit for coatings that do not meet the definitions for the specialty coatings .
categories listed in Table 5.504.4.3, shall be determined by classifying the coating as.
a Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined in
Subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board,
Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High
Gloss VOC limit in Table 5.504.4.3 shall apply.
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS
5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and,coatings shall
meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements,
including prohibitions on use of certain toxic compounds and ozone depleting
substances, in Sections 94522(c)(2).and (d)(2) of California Code of Regulations,
Title 17, commencing, with Section 94520; and in areas under the jurisdiction of
the Bay Area Air Quality Management District additionally comply with the
percent VOC by weight of product limits of Regulation 8 Rule 49.
5.504.4.4 Carpet systems. All carpet installed in the building interior shall meet at
least one of the following testing and product requirements:
1. 'Carpet and Rug Institute's Green Label Plus Program.
2. Compliant with the VOC-emission limits and testing requirements specified in
the California Department of Public Health Standard Method for the Testing
and Evaluation of Volatile'Organic Chemical Emissions from Indoor Sources
Using Environmental Chambers, Version1.1, February 2010 (also known as .
CDPH Standard Method V1.1. or Specification 01350)
3. NSF/ANSI 140 at the Gold level or higher.
4. Scientific Certifications Systems Sustainable Choice; or
5. Compliant with the Collaborative for High Performance Schools California
(CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2)
dated July 2012 and listed in the CHPS High Performance Product Database.
5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior
Shall meet the requirements of the Carpet and Rug Institute Green Label
program.
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of
Table 5.504.4.1.
5.504.4.5. Composite wood products. Hardwood plywood, particleboard, and LAY
medium density fiberboard composite wood products used on the interior or exterior
of the building shall meet the requirements for formaldehyde as specified in ARB's
Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). .
Those materials not exempted by the ATCM must meet the specified emission limits
as shown in Table 5.504.4.5.
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS
GL -4 (rev 03-10-17) Page 8 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
DSA-PROJECT SUBMITTAL GUIDELINE-4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Chapter 5
5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving
resilient flooring, installed resilient flooring shall meet at least one of the following
1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore
program;
2. Compliant with the VOC-emission limits and testing requirements specified in
the California Department of Public Health 2010 Standard Method for the
Testing and Evaluation Chambers, Version 1. 1, February 2010;
3. Compliant with the Collaborative for High'Performance Schools California
(CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2)
dated July 2012 and listed in the CHPS High Performance Product
Database; or
4. Products certified under the UL GREENGUARD Gold (formerly the
Greenguard Children & Schools program).
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas
of the building with air filtration media for outside and return air prior to occupancy that
provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters
shall be installed prior to occupancy and recommendations for maintenance with filters
of the same value shall. be included in the operation and maintenance manual.
Exceptions:
1. An ASHRAE 10 -percent to 15 -percent efficiency filter ,shall be permitted for an
HVAC unit meeting the 2016 California Energy Code having 60,000 Btu/h or less
capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or
less at the design air flow.
2. Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer
indicating the MERV rating.
INDOOR MOISTURE CONTROL
5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of
q�
California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter
14 (Exterior Walls). For additional measures not applicable to low-rise residential
occupancies, see Section 5.407.2 of this code.
INDOOR AIR QUALITY
5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in
buildings, meet the minimumrequirements of Section 120.1 (Requirements For
Ventilation) of the 2016 California Energy Code, or the applicable local code, whichever
is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
GL -4 (rev 03-10-17) Page 9 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
. . C
DSA PROJECT SUBMITTAL GUIDELINE -4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Chapters,
ENVIRONMENTAL COMFORT
5.507.4 Acoustical control. Employ building assemblies and components with Sound
Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM
E 413 or Outdoor—Indoor Sound Transmission Class (OITC) determined in accordance
with ASTM E 1332, using either the prescriptive or performance method in Section
5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to
be affected by exterior noise, as determined by the enforcement authority, such as
factories, stadiums, storage, enclosed parking structures and utility buildings.
Exception: [DSA -SS] For public schools, and community colleges, the. requirement
of this section and all subsections apply only to new construction.
.5.507.4.1 Exteriors noise transmission prescriptive method. Wall and roof-
ceiling assemblies exposed to the noise source making up the building or addition
envelope or altered envelope shall meet a composite STC rating of at least 50 or a
composite OITC rating of no less than 40, with exterior windows of a minimum STC
of 40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldr, or CNEL for military airports shall be determined by the facility Air
Installation Compatible Land Use Zone (AICUZ) plan.
2.Ld, or CNEL for other airports and heliports for which a land use plan
has not been developed shall be determined ,by the local general plan
noise element.
2. Within the 65 CNEL or Ldp noise contour of a freeway or expressway, railroad,
industrial source or fixed -guideway source as determined by the Noise
Element of the General Plan.
5.507.4.1.1 Noise exposure where noise contours are not readily available.
Buildings exposed to a noise level of 65 dBLeQ-1-hr during any hour of operation
shall have building, addition or alteration exterior wall and roof -ceiling assemblies
exposed to the noise source meeting a composite STC rating of at least 45 (or'
OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance method. For buildings located as defined in Section
((
5.507.4.1 or 5.507.4.1.1, wall and roof -ceiling assemblies exposed to the noise
Nil
source making up the. building or addition envelope or altered envelope shall be
constructed to provide an interior noise environment attributable to exterior sources
that does not exceed -an hourly equivalent noise level (Leq -1 Hr) of 50 dBA in
occupied areas during any hour of operation.
5.507.4.2.1 Site features. Exterior features such as sound wall or earth .berms
(]
may be utilized as appropriate to the building, addition or alteration project to
mitigate sound migration to the interior..
GL -4 (rev 03-10-17) Page 10 of 11.
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
DSA PROJECT SUBMITTAL GUIDELINE -4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Chapter 5
5.507.4.31 Interior sound transmission. Wall and floor -ceiling assemblies
r
separating tenant spaces and tenant spaces and public places shall have an STC of
at least 40.
Note: Examples of assemblies and their various STC rating may be found at the
California Office of Noise Control website.
OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Install HVAC and
refrigeration and fire suppression equipment shall comply with 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs) Install HVAC, refrigeration and fire
suppression equipment that do not contain CFCs.
5.508.1.2 Halons Install HVAC,refrigeration and fire suppression equipment that
do not contain Halons.
.1
r
GL -4 (rev 03-10-17) . Page 11 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING
CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction
Building permit will not be issued until completed plan submitted
APN: Building Permit # .
Owner N
Owner Mailing Address:
Submit completed form in person or by
mail or fax to:
Butte County Development Services -
Building
7 County Center Drive
Oroville, CA 95965
Phone: (530)538-7601
Fax: (530)538-2140
Owner Phone: (' )
Jobsite Address: Project Sq. Ft.: Project Type: -1 Construction I Demolition
Jobsite Contact: Company: Jobsite Phone: ( )
Brief description of project:
By signing below, I acknowledge that I am responsible for -complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and
demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties.
Applicant:
(Owner 1 Contractor) Signature: Date:
(Circle) 121 -
MATERIAL 1
Reuse
Recycle -
Dispose
FACILITIES/SERVICE PROVIDERS TO BE USED 3
Inert Material (Concrete, asphalt)
Lumber
Plant/Tree Debris
Dry Wall
Metal
Cardboard
Other:
Other:
Recovery Plan approved: Date:
(Building Division)
Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net.
O YELOPWNE SUVICES
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING
CONSTRUCTION DEBRIS RECOVERY FINAL REPORT
Final inspection will not be scheduled until completed report submitted
APN:
Owner Name:
Jobsite Address:
Jobsite Contact:
Building Permit #,
Company:
Owner Phone:
Project Type: ❑ Construction ❑ Demolition
Submit completed form in person or by
mail to:
Butte County Development Services -
Building
7 County Center Drive
Oroville, CA 95965
Jobsite Phone: (_ )
MATERIAL
Reuse
Tonna a
Recycle
Tonnage
Disposal
Tonnage
ACTUAL FACILITIES/SERVICE PROVIDERS USED
Inert Material (concrete, asphalt)
Lumber
Plant/Tree Debris
Dry Wall
Metal
Cardboard
Other:
Other:
Total tons of material disposed of (not recycled or reused)
Attach copies of weight receipts, gate tags, or
Total tons of material not disposed (either recycled of reused) other verifying information for all materials
Percent recycled/reused % that were reused, recycled or disposed.
Please sign indicating that the above information is true and correct to the best of your knowledge:
Applicant:
(Owner or Contractor):
Circle which
Final Report returned with comments: (Initial) Date:
Final Report approved: (Building Inspector)
Date:
Date:
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q ECEMCALCONIRACIING,SOAENERG1f,&SERVICE DATE: 4/5/17 Address: 13522 Hamilton
DRAWN: RS Nord Cana Hwy. SHEET:
Y" 11) CHECKED:- RS Chico, CA 95973 ;
( ,�.� d PROJECT: 17-46o1 •
O,ak (,,c53) 8 9`-6743 p SALE: As Noted Paiva - Huller PHU swPP
°FTax: 0) 891 6749 ; r. 1 »�^'"'"•w�.. J:
LiG 51345 j ,7 % APN: 0477150-070-000
! 736 EBWn Road Chico; CA 9473 w dl-Wel "01c.com - • 3 r �, x u
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Permit Pack
Paiva Farms
279.72 KW COUNTY
�o»TY
APR 10 20171
Ground Mount DEVELOPMENT
SERVICES
91>-oc-)-L11
APN: 047-150-070
Address: 13522 Hamilton Nord Cana Hwy ,
Chico CA, 95973
BUTTE COUNTY
BUILDING DIVISION
APPROVED
PERMIT #I� 0(0411 _
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED F®R
ENERGIZING LIFE TOGETHER
REC
mlw�m
ENEHUY 12
SERIES:.
REC Peak Energy 72 Series panels are
ideal for building large-scale commercial
and utility projects while reducing balance
of system costs.::,
REC combines leading standards of design
and manufacturing to produce long lasting
and high performance solar panels with
• reliable power output.
IDD���lllll g �.
DII . II
� � Sa w SGT
MORE POWER US IMPORT DUTY
PER FT' FREE
y 00
PID . q,
FREE'
100% REDUCED BALANCE OF
PID FREE SYSTEM COSTS
Founded in Norway in 1996, REC is a leading vertically integrated solar energy company. Through integrated.manufacturing from ®` r
silicon to wafers, cells, high-quality panels and extending to solar solutions, REC provides the world with a reliable source of clean
energy. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Elkem
company with headquarters in Norway end operational headquarters in Singapore. REC employs more than 2,000 people Hiorldwide,
producing 1.4 GW of solar panels annually. www.recgroup.com
----------------
' 6
All measurements in inches
ELECTRICAL DATA @ STC Product
,,•
Code*: RECxxxPE72
Nominal Power-PMPP(Wp)' 300 305
310 "315 320 325
,.._.... v.... _........ . _ .....,,_.:,........................................................
............................................................
Watt Class Sorting -(W) - 0/+5 0/+5
........... .....-............... ..................... ..........................................................................................................................................................
0/+5 0/+5. 0/+5 0/+5 ,
Nominal- Power Voltage -VMPP(V)- 36.5 , 36.9
37.2 37.5 37.9" 38.5
,
_.............................................................................................:......:.........................................:...............:.....:..........................
Nominal Power Current=lMPp(A) 8.22. 8.27
8.34 • -8.40 8.45 8.46
Open Circuit Voltage -V°C(V) ;1 44.9, 45.2
:...........................................................:..........................
45.5 45.8 46.1 46.4
:........
........................................................ ...................................
Short Circuit Current-lx(A) 8.76 8.82
...................... .
8.88 'r 8.93 - ` 8.99 9.05
:.........:............. ;....................................
............. _................................................................................. ....................................................
Panel Efficiency (%) 15.4. 15.6
15.9 ;16.2 16.4 16.7
....................................................:................................................................................................:......................................_..........
Measurement tolerance of i3%from nominal values; values atstandard testconditions STC (airmass AM 15, irradiance 1000 W/m2, 25°C cell
. 'Where xxx indicates the nominal power class (P,.) at STC indicated above. and can be followed by the suffix XV for 1500V rated modules.
ELECTRICAL DATA 1
Nominal Power- P,,PP(WP) " -. 217 221
225 229 232 236
...................................................................................................................
Nominal Power Voltage- VM,(V)...• , ,29.9 30.1
:...:
30.4 30.6 . 30.8 31.0
:
........................................... ._........... -,................. ............................ _........................:
Nominal Power Current-1,,P(A)-t 7.27 7.34
..... _............... ............................. _................
7.41 7.48 7.54 1. 7.61
:-
........................... ................................... ................... ............. .......................................................:........::
Open Circuit Voltage -V°C(V); . . 36.9 37.2
....................... I .................... ,
37.4 . 37.6, 37.9 • 38.1`.
....................... ....................,Sc(.........................................:;...............................................
Short Circuit Current -I A 7.67 7.72.-
`.................................::.................._..............................................................
............. ....�.............................................
7.77 7.83 7.88 7.94
............................................................::............ ............ ...
Nominal cell operating temperature NOCT (800 W/m', AM 1.5, windspeed 1 m/s, ambient temperature 20"C).
*Where xxxindicates the nominal power class (P,;� at STC indicated above, and can be followed by the suffix XV for 1500V rated modules.
CERTIFICATION
c �L us25
CH
l0 year product warranty.
year linear power output warranty
(max. degression in performance of 0.7%p.a.).
LISTED C
UL 1703. Fire type 2, CK listed, IEC 61215 & IEC 61730;
IEC 62804 (PID Free), IEC 61701 (Salt Mist Level 6),
IEC 62716 (Ammonia Resistance), 15011925-2 (Ignitability Class E),
,
UNI8457/9174(Class A),1509001:2015, ISO 14001, OHSAS 18001
Founded in Norway in 1996, REC is a leading vertically integrated solar energy company. Through integrated.manufacturing from ®` r
silicon to wafers, cells, high-quality panels and extending to solar solutions, REC provides the world with a reliable source of clean
energy. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Elkem
company with headquarters in Norway end operational headquarters in Singapore. REC employs more than 2,000 people Hiorldwide,
producing 1.4 GW of solar panels annually. www.recgroup.com
w, SU-NNY TRIPOWER 1-2000TL—US / 15000TL-US / y;
a.
r
2000OTL-US / 24000TL-US / 30000TL-US
M�
i
RATEDfOR:
1000 V DC &.6004 DC'
SYSTEMS
System efficiency .
• *`98.0% CEC,-*'98.6% Peak
1000 V DC incream system
efficiency
• OptiTrac Global Peak MPPT
Future -proof
• Complete grid management feature set
• Integrated Speedwire, WebConnect,
ModBus interface
Bidirectional Ethernet communications'
• Utilityinteractive controls"for active and
reactive power.. .4',
SUNNY TRI POWER 12000TL-US-/ :15000TL=US
t ,-'20000TLr-U.S / 24000TL-"US / •30000TL-US .. `
The ultimate 'solution for decentralized PV plants, now`°up to 30 kilowatts
' The world's best-selling three-phase PV inverter, the SMA Sunny Tripower TL -US, is raising the bar for decentralized commercial ,
PV systems. This three-phase, transformerless inverter is UL listed for up to 1000 V, DC maximum system voltage and has a - r.
peak efficiency above 98 percent, while OptiTroc Global Peak minimizes the effects of shade for maximum energy production..'
e Sunny.Tripower delivers a future-proof"'solution with full grid management functionality, cutting edge communications and
j• OE \N THEE. �'Thr ,�,
,FP s9 advanced monitoring: The Sunny Tripower is also. equipped with all -pole ground fault,protection and integrated AFCI fora safe,
o! 'reliable solution. It offers unmatched flexibility with a wide input voltage range and two independent MPP trackers. Suitable for` '
both 60.0 V DC and 1,000 V DC applications, the Sunny Tripower allows for flexible design and'a lower levelized cost of energy.
9�� rMpod`� www.SMA-Americo.com
V ..
Technical data Sunny Tripower Sunny Tripower Sunny Tripower Sunny Tripower Sunny Tripower
12000TL-US 15000TL-US 2000OTL-US 24000TL-US 30000TL-US
Input (DC)
SMA Cluster Controller
CLCON•10 `
1
1 98
1
Max. usable DC
F-12250 W
F ---15300 W
F ---20400 W--
r--24500W----Ir-308
OW
Max. DC voltage
— ' 1000 V
' 1000 V
' l 000 V
' 1000 V
1000y
F7 Rated MPPT voltage range300
V...800 V
300 V...800 V
380 V...800 V
450 V...800 V
500 V...800 V
MPPT operating voltage range150
V...1000 V
150 V...1000 V
150 V...1000 V
150 V...1000 V
150 V...1000 V
Min. DC voltage / stan voltage
150 V /_188 V
150 V /_l 88 V3
•
•
150 V /_188 V
Number of MP?
1 2
2 31
2
2
2
Max. input current /per MPP. tracker input
66 A /.33 A
66 A /.33 A
66 A /.33 A�=66-67/
33 A
66 A /.33 A
Output (AC) i
I /_IV _ _ _
_ I /,IV
1 /-IV
I /-IV
General data r
AC nominal power
r---12000 W!1
15000 W
"20000 W=
24000 W
30000 W
Max. AC apparent power_ _-
12000 VAS
15000 VA
20000 VA
24000 VA
_30000 VAS
Output phases /-line connections
Output power / Rated power
3 /•3�1-PE_ -
3 /.3 -N -PE, 3 -PE
Nominal AC voltage
- -
480 / 277 V WYE
480-/-277-V 'WYE,
480_V_Delta
Efficiency t
Connection Unit
•fit CU 1000115.10
SMA Cluster Controller
CLCON•10 `
1
1 98
Max.efFiciency/CECefficiency
98.2% /_97.5%
98.2% /_97.5%
098.5% /97.5%
98.5% /_98.0%
Protection devices r
DC reverse polarity protection
•
•
•
•it•
Ground fault monitoring,/ grid monitoring
•
•31
•
•
•
Allpole sensitive residual current in—onit
v,�,M
1•
•
•
•
DC AFCI compliant to UL 16998
•
•31
31
0 31
AC short circuit protection
•
•31•
It
•31•
Protection class/.overvoltage category.
I /-IV
I /_IV _ _ _
_ I /,IV
1 /-IV
I /-IV
General data r
a:"
J
I B6
Accessories "
RS485 interface
DM485CB-US-10
Connection Unit
•fit CU 1000115.10
SMA Cluster Controller
CLCON•10 `
1
1 98
Y � _
1'
L . .
I
-------=---J EffiaenrycurveSUNNYTRIPOWER30000T1•US t -----------
I
I
I
I
1
1 98
i
1
96
I
194
3I I
I
2e
500 V)7720 Y)Seo0-eoovli �
v,�,M
w
I
90R
It
' I
88
LI
I
a:"
I B6
FI
� 0.0 0.1- -
0.4 0.6 0.8 1.0
Output power / Rated power
500 V)7720 Y)Seo0-eoovli �
v,�,M
•II//!/IIr:
� .rt+�•Ii?� f r.rl
Nv-
�"�+.,c�f� � �jrg+�'"'��� �i '� :1" ;��� � �.:� i r1 - �.�i F'-�f• .- -.r � t- I.s 'T .P � j r . r, r�-r
tj
prOTessionai
SOLAR
prodUcts
'f•� ti. .' '•'r•.�,' -.oA
I. -.J. j "i'k+.� :. ``a G 1 'i• ".� r T`.— �` ___ .. rt•'tr �.�?"� � y..i'ti �_� ` •� I �.
See Below
✓ r 3" Min."
I'
�,r✓
Distance depends
/. 42" ' I on tilt an�le
✓.� � (see angle c art) � ,
f - Assemble reusable grade stakes (ProSolar metal grade
stake kit shown). Recommend 2"x 4" vertical support.
Dig footings. Use 1/2" drill bit and 9/16" socket to attach grade
`l Lateral (left to right) footing spans stakelkit to 2" x 4". Attach 1" x 4" wooden horizontal
listed on page 4 (bottom). Front to support using 3-1/2" (min.) C -clamps. Grade stake kit
rear footing spans listed in angle includes: 24" threaded metal stake, aluminum spacer
charts on page 4 (top). Refer to .,block, bolt and washer.
engineering reports for footing specs.
w OPlace horizontal T-1/2" schedule 40
alvanized water pipe with slip-on
Hollaender@ Tees. Adjust C -clamps i - as necessary to level pipe.
T
_ Measure vertical pipe lengths,
® allowing 2" (min.) from bottom
of footing to avoid pipe contact
with moisture.
I
01I
Insert vertical pipes into
tees and fasten lower tee
set screw. Center pipes in •
footings by sliding left or
right. Pour or pump mixed
concrete into footings.
_"Rest rail o tope of horizontal pipes. Run string level
on top or bottom to align tops of support rails.
--..,Fasten rail •in,place,by,using GroundTrac® drill•guide,`
'-along top and bottom of horizontal pipes. Drill
U -bolt locking holestiin,place. Leave at least one drill a
guide attached after drilling to keep rail in
C%
\ �2' Min.
I
j.
GroundTrac@ Drill Guide
i Baseand-Drill Bit. -
Install at least
one rail every 10'
for proper pipe `
spacing.
6
n
Insert U -bolt into locking rail holes and place
Drop -N -Lock insert• into the rail. Remove
remaining drill guide and proceed with other rails.
Remove grade stakes.,.. "
Tighten all`tee setscrews
to •17 ft -lbs with torque
wrench. Install remaining
rails, evenly tightening
ti U -bolt nuts.
Q�
Pre -assemble clamping
' hardware and install solar r
EZ"rail modules and EZ rail'endcaps. j Completed
endcap Install 1-1/2"plastic pipe O installation.
endcaps for schedule 40 pipe
as necessary.
S
Front 124" and 136" Rail
`.'� • to Rear
124".x 2-1/2" Support Rail ' `'�ti • Array Footing Angle Chart
Supports up to (3) 39.5" Wide Modules i Angle Distance
0° 84"
5° S4"
C 13-t i 100 83"
15° 81"
20° 79"
39.5" - 250 76"
30° 73" A
124"
2-1/2'
84" .
136" x 2-1/2" Support Rail'
Supports up to (4) 32.5" Wide Modules
32.5"
iJ
ry .
136"
T 2-1/2"
Y. 84"
164" x 3" Support Rail
Supports up to (4) 39.5" Wide Modules '
39.5"
r
!164'
-a -
' 3" r:
'� ` -los••
r
rte.
W7!!------------------j : 73" -- — — — I :d
I --------------- 76" - — — — —.— I I I II
1----------- 79" -
30" Max — j! 60" Max
from top 1--------- ---•— 81" ---- ------ II from top
of footing I--------------- 83" --- ------- —•— l jl of footing
...............
84"
1------------ 84" ------- -------
124" and 136" Rail
Refer to engineering
i, report for footing specs
Front
136" x 2-1/2"
to Rear
iJ
ry .
136"
T 2-1/2"
Y. 84"
164" x 3" Support Rail
Supports up to (4) 39.5" Wide Modules '
39.5"
r
!164'
-a -
' 3" r:
'� ` -los••
r
rte.
W7!!------------------j : 73" -- — — — I :d
I --------------- 76" - — — — —.— I I I II
1----------- 79" -
30" Max — j! 60" Max
from top 1--------- ---•— 81" ---- ------ II from top
of footing I--------------- 83" --- ------- —•— l jl of footing
...............
84"
1------------ 84" ------- -------
124" and 136" Rail
Refer to engineering
i, report for footing specs
164" Rail
Angle Chart
ed
10$,�
101"
104"
106"
108"
108"
164" Rail
Refer to engineering report for footing specs
•
GroundTrac'D Rail Sizes
Front
136" x 2-1/2"
to Rear
Array
Footing
Angle
Distance
0°
108"
5°
108"
10°
106"
15°
104-
200
101"
164" Rail
Angle Chart
ed
10$,�
101"
104"
106"
108"
108"
164" Rail
Refer to engineering report for footing specs
•
GroundTrac'D Rail Sizes
124" x 2-1/2"
136" x 2-1/2"
164" x 3"
Number of Modules
(3) 39.5" wide
modules
(4) 32.5" wide
modules
(4) 39.5" wide
modules
Lateral (left to right) footing
span (max) non -snow load
10'
10'
8'
Lateral (left to right) footing
span (max) 30 Ib/ft2 snowload
6'
6'
Not snowload
rated
Front to back footing spacing
See Angle Chart
See Angle Chart
See Angle Chart
Pre -slotted rails at:
84" on Center
1 84" on Center
108" on Center
0°
- Photo courtesy: A=rate Air & Electric •
Professional Solar Products (ProSolar)' • 1551 S. Rose Ave., Oxnard, CA 93033
805-486-4700 • www.prosolar.com.
@Professional Solar Products, Inc March 2011. GroundTrac@ is a registered trademark and covered under pat.#6,360,491
•
W'lLeL
Advancing Renewable Technology
-. WEEB Lug
The WEEB Lug consists of a WEEB (Washer, Electrical Equipment Bond), lay-in lug, and hardware. It is
used with one solid or stranded copper wire (6AWG to 14AWG), or two copper wires (10AWG to 12AWG)
to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay-in lugs,
the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is
installed using a 1/4-20 stainless steel screw which tightens the WEEB, allowing the specialized teeth to
embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas
tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against
corrosion. The copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for
easy access when mounted under a PV module. The low profile of the WEEB Lug allows it to'be installed
iri a variety of positions and comes with hardware to mount it to a rail or through a 1/4 inch clearance hole.
Material: 304 stainless steel, tin-plated copper, outdoor rated
ty Low profile design
Multiple. equipment ground conductor allowance: '
'
One, 14 AWG to 6 AWG or two 10 AWG, two 12 AWG
• Listed to ANSI/UL 467 by lntertek ETL
Contact us at: 845.247.4708 www.we-llc.com
professional
SOLAR
products
ProSolar® RoofTrac®
Bonding and. Grounding Guide
(Patent Pending)
i
Applies to GroundTrac® and SolarWedge®
mounting systems which utilize the RoofTrac®
raiVclamp design.
For RoofTrac® Rail Bonding Splice
No buss bar • Drill 1/2" holes at bottom of rails with 1/2" 110 Irwin
Unibit® using the rail support as a hole location guide.
• Insert 5/16"bolt through support holes and, hand
thread into thread rail splice insert. Fasten to 15 ft -lbs.
e
For Bonding Module Frame and Clamps to Support Rail
Green lock
washer indicates • Fasten pre=assembled mid -clamp assembly to module
• electrical bond frame, to' 15 ft -lbs.
Module Frame Design: '
double wall, aluminum, 1.2"-2.0" tall, 0.059"-0.250"
thickness, UL1703 or equivalent tested module.
UL467 standard tested bonding equipment for use with
Professional Solar Products (ProSolar") support rail.
Bonding of module to RoofTrac® rail via ProSolar® rail
channel nut using buss bar.
Bonding of RoofT4& rail to RoofTrac" rail via ProSolar®
UL467 tested universal splice kit (splice insert and
splice support).
Assembled Self -bonding Self -bonding Mid
Mid Clamp With SS Bus Bar- Clamp Fastened on Rail Grounding of RoofTra& rail via Ilsco SGB -4 rail lug.
(Solar module not shown) System to be grounded per National Electrical Code (NEC).
See NEC and/or Authority Having Jurisdiction (AHJ) for
grounding requirements prior to installation. See final
run (racking to ground electrode) grounding equipment
installation instructionsfor specific installation information.
COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP).
TileTra& is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTra&,and FastJack®,are registered trademarks for PSP
and are covered under U.S. patent #6,360,491. RoofTra& bonding designs patent pending.
ProSolar® UL2703 Bonding and Class A Fire Rating Page 1 of,4
professional
SOLAR PralSolaro RoofTrac®
Products --
Bonding and Grounding Guide •
(Patent Pending)
A•� J 1
i y •
Can be placed
under module to 41Vo ; I
hide connection W
if desired
Basic Wiring Diagram
rounding Connection
:O SGB -4 rail ground connection
Grounding
Lug
Grounding
Lug.
COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP).
TileTra& is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTrac® and FastJack® are registered trademarks for PSP
and are covered under U.S. patent #6,360,491. Roof rra& bonding designs patent pending.
ProSolar® UL2703 Bonding and Class A Fire Rating Page 2 of 4
•
�J
J
Intertek Listing Constructional Data Report (CDR)
1.0 Reference and Address
Report Number 100779407LAX-003 Original Issued: 14 -Sep -2012 ; Revised:,28-A r-2015 `
UL Subject 2703 - Outline of. Investigation Rack Mounting Systems and Clamping Devices,for .
Standard(s) Flat -Plate Photovoltaic Modules and Panels. Issue #2: 2012/11/13 I I ' ~ -
App licant Professional Solar Products, Inca
Manufacturer
Professional Solar Products, Inc. • -„
1551 S. Rose Avenue
Address Oxnard, CA 93033 '''
Address
1551 S. Rose Avenue
Oxnard, CA 93033 .
Country USA
Country
USA. +
Contact Stan Ullman
Contact
Stan Ullman
Phone (805) 486-4700 :, • r
Phone
(805) 486-4700 -
FAX (805)486-4799 •'
FAX
(805) 486-4799
Email s(a)prosolar.com
Email
s@prosolar.com. _" ,
•V • . `•- ,• _ 1 ,`, r YDS rSr } f'. 171 � ��•', .'�. i \ •' •
it
to �
, .. rig - . •. - ` \ i \ � , . . - 1 +.
• +•-,.. - " ' - •ft'. . ni ..�: � - .. .\
• •. � � - ,i - .F r° ,+'.iii -v ,( ` �.-'F. �•+ .,� �~f ' .
• Pae1o63.
• g f
This report is for the exclusive use: of: Intertek's`Client and is"proyided'pursuant to the agreement between lntertek and its` Client. Intefek's responsibility and
I liability are limited to the terms and conditions pf the' agreerrient. Intertek assumes ;no liability 4o'any party, ,other than to the Client' in accordance' with the
agreement for anyloss expense or'damage occasioined.by.the use of this report dnlyjhe Client is authoriied'to permit copying or;distribution of this report
then only in its entirety Any use of tti"e Intertek:name or,one of its marks for`the sale or. advertisement of the tested material, product or service must first be
approved in writing by inteitek The observations and test results in tfiis-
repbrt,arei,reldvbnt,pnly,to the sample lested.,This'report by itself. does not imply that'the
material, product, or service is or has everbeen uridei an Intertek certificatidn pr'ogra . '
r
i ProSolar® ULV03 Bonding and Class A Fire Rating. , ' Page' 3'of 4 + •., ; t - r '• ; � .r. • { ,
Report No. 100779407LAX-003
Professional Solar Products, Inc.
M Page 2 of 63 Issued: 14 -Sep -2012
Revised:. 28 -Apr -2015
2.0 Product Description
Product .
Photovoltaic Racking System
Brand name'
ProSolar• - - - - - -
The product covered by this listing report is a rack mounting system. It is designed to be ,
installed on'a roof. It will be secured by means of Fast Jack or Tile Trac attachments,iuj
depending on the type of roof it is intended to be' installed upon. The Rooftrac mounting system
is comprised of support rails and top-down'clampirig hardware'This device can be used on,
most standard construction residential roof -tops.
t .x' .•�
This system is in compliance with the mounting, bonding and grounding portions of UL Subiect
2703. This system has the following fire class resistance ratings: r' •` "_
Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic
Modules. Class A for Steep Slope Applications when using Type•2, Listed Photovoltaic'Modules
with or without the wind skirt°Class A for Low Slope Applications when using..Type 1,.Listed
Photovoltaic_ Modules.when a minimum of 12" gap between the roof surface and the bottom of
the module is maintained. Class A for Low Slope Applications when using Type 2, Listed
Photovoltaic Modules when a minimum of 14" gap between the roof surface and the bottom'of
the module is maintained. ,
RoofTrac has different types of bonding and grounding, below is a list of them:,
Bondirig of module -to -Roof Trac rail via Weeb PMC,. ,
Description
Bonding of module-to-RoofTrac rail via ProSolar rail char nel nut using buss bar
of
Bonding of module -to -Roof Trac rail via Ilsco SGB -4 lugs
Bonding Roof Trac rail -to -Roof Trac rail via Weeb Bonding Jumper -6.7 `
Bonding of Roof Trac rail -to -Roof Trac rail via Ilsco SGB-4"Lugs `
Bonding of RoofTrac rail-to-RoofTrac_ rail via PfoSolar UL 467 tested universal splice kit (Splice
Insert and Splice Support) r
Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch to 2
inches. ,
.
The grounding of the entire system is intended to be in accordance with'the latest edition of.the
National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar
Photovoltaic Systems. Any local electrical codes must be adhered in addition to'the
national electrical codes:
This product investigation was performed only with respect to specific properties, a limited
range of hazards, or suitability for use under limited or special conditions: The following`
risks and other properties of this product have not been evaluated; electric shock, Ultraviolet
light exposure. c
Models
RoofTrac -'
Model Similarity
N/A -
Fuse rating: 20 A .
Mechanical, Load: 30 PSF
Fire Class Resistance Rating:.
Ratings
Class A for Steep Slope Applications when using Type 1 and Type 2, Listed Photovoltaic
Modules.
Class A for Low Slope Applications when using Type 1 and!Type 2,,Listed Photovoltaic
Modules
Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm
Other Ratings
frame height and maximum span of 48 inches using 4 inch and 6 inch TileTrac or FastJack. • .
posts with 1-1/2 inch tall RoofTrac rail. And maximum span of 72 inches using 4 inch and 6 inch
TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail. ;
ProSolar® UL2703 Bonding and Class A Fire Rating Page 4 of 4 s eo 16.3.15 (1 -Jan Y13) Mandatory
VINCI. ASSOCIATES
csfrucfurai .6n_gMeers
:March 31, 2017
Chico Electric:
36 W. Eaton Road.
Chico, CA 95973
:
Subject: Review of minimum footing requirements
' Project:. (1,184) Module Photovoltaic Groundmount Installation (11 Arrays)
Pavia Farms (Huller Phase 11)
13522 Hamilton Nord Cana Hwy, Chico, CA 95973
_. V&A Project No.12-3457
' The purpose of this report is to.provide''a site specific analysis of the minimum footing
requirements for the photovoltaic array groundteac n-stallation at 13522 Hamilton Nord Cana. Hwy
in Chico, CA 95973:
Based upon our review of:the.1.1 Photovoltaic Arrays; installed 4:modules high and 27
' modules wide. The PV Array shall have -a transverse spacing of approximately 5.58 feet
- on center and a longitudinal spacing of 8:90 feet maximum. Based upon a wind speed
of 100. mph,: Exposure C, : it was determined that the minimum required footing depth is
' . 36 inches minimum below grade for.the front footing and 36 inches minimum below
grade for the rear footing for a 12 inch diameter pier footing. 'The footing sizes are
based upon the worst case loading due to horizontal. and vertical wind'. loading.
Refer to attached calculations and details for additional information.
Our professional services have been performed using the.degree of care and skill ordinarily
exercised under similar circ stances by reputable -engineers practicing in this locality. No
other warranty, express o implied, is made as, to the professional options included in this
report. We hope t ' ro 'des you with the information you need at this time. Please call us
' if you have any ti s regarding this report.
QROFESSi4
S �t1CHAR� `Y
Sincerely,
' VINCI SOCIATES
No. S4411.
Exp. 12/31/
' * T9 slRUCT URP�
a incl, S.E. TF OF CAL�F��
L' se No. S-4411
ry 175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360
p 805.496-2100 f 805.496-2442 a vinci@vincise.com
DATE: 3/31/2017 V1.NC1 & ASSOCIATES
PROJECT: Pavia Farms (Huller Phase II) c3frucfura/ (engineers
13522 Hamilton Nord Cana Hwy :175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA: 91360
Chico; CA 95973 p 805.496.2100 • f 805.496.2442 • le vinci@VinciSE.com
NT: Chico Electric
SHEET:
Al
JOB NO.:
12-3457
ENGR.:
SRV
DESIGN ' DATA:
WIND DESIGN CRITERIA:
BASIC WIND SPEED =
100
mph
(ASCE 7-10: Risk Category! per Table 1.5-1
& Figure 26.5-1 C)
WIND EXPOSURE -.
C
GROUND SNOW LOAD - =
0
psf
SOLAR MODULE ARRAY DATA
Sloped Dimension of Array =
164
in
Angle of Array _
30
degrees. .
Slope of Array: _
6.00
: 12 :
No. of Modules in Transverse Direction - _
.4
'
No. of Modules in Longitudinal Direction =
27
Total No. of Modules in Project =
1
1184
Transverse Post Spacing =
5.58
ft
F Longitudinal Post Spacing • _
8.90 ..
ft
Number of supports - Transverse Direction.. =
2.
Diameter of Pier Footing = -
12
in
Number of Arrays. -
11
'
Array Uniform Load _ .
2.8
psf
SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC)
Allowable Soil Bearing Pressure _
1500
psf
Allowable Soil Lateral Bearing =
200
pcf
.' Allowable Shaft Skin Friction,/ Cohesion =
:
130
pcf
PROJECT: Pavia Farms (Huller Phase ll) - PAGE : A2
"
CLIENT: 13522,Hamilton Nord Cana Hwy,.Chico, CA 95973 .. DESIGN BY : JRVAA.;,�,
JOBNO.: 153457 - DATE: 3/31/17 REVIEW BY:
Wind Analysis.for Open Structure (Solar Panels) Based on'ASCE.7-20.10 j ... - I 2013 CBC ... ...... •
INPUT DATA t'
Exposure category (B, C or D)
Importance factor, 1.0 only, (Table 1.5-2) ' - r I ' = 1.00
W
i+
.Basic wind speed (ASCE 7-10 26.5. 1) i• V = "100, : mph 4
Topographic factor (26.8 & Table 26.8-1) Kr _ ;100, Flat (slope {
Height of mean roof i h - 75 ft -'
Roof slope 6.00 12 ' fr
Roof length t i L = 10 ft �• `'+� '� T j
Roof horizontal projected width B - _ 10 ft z' ro}ectedi tt
Effective area of component /cladding - A = 10 * ftz ' f S. lP i
t�.
DESIGN SUMMARY l
1. Main Wind -Force Resisting System r • 1 • ,
Max horizontal force / base shear from roof = 1.52 kips
''70.151 r kips (eave & columns increasing) f
E 1.68 kips
! t,
Max vertical download force , = 3.05 kips t
Max vertical uplift force _ 2.65 kips ` ` i.".
Max moment at centroid of base from roof = 10.65 ft -kips 1
+1 1:07 ft -kips (eava & columns increasing) >
E , 11.72 ft -kips t
2. Component and Cladding Elements
Max inward pressure - = r 75 :psf i
Max net outward pressure = .:74 psf.
ANALYSIS
Velocity pressure
qh = 0.00256 Kh Kv Ka VZ = 18.50 psf
where: 4h=velocitYPressure at mean roof height, h. (Eq. 28.3-1 page 298 & E . 30.3-1 page 316) f t
,
Kh = velocity pressure exposure coefficient evaluated at height, Fi, (Tab. 28.3-1, pg 299) = 0.85. �.
Ka = wind directionality factor. (Tab. 26.6-1, for building, page 250) ' _^t, 0.85
h = height of mean roof • 5.00 ft ,' : I
i +
Main Wind -Force Resisting System (Sec. 27.4.3) A.4
p=ghGCN
F=pAr
where: G = gust effect factor. (Sec. 26.9) _ 0.85] ,
6 = roof angle ~ "' _ _ 26.57 degree o
• = <- 45 deg. [Satisfactory]
Ar =roof actual area.. = 55.9 ft2, windward Y F
+ +' _ ' 55.9 ftZ, leeward
w CN = net force coefficients. (Fig. 27.4-4, page 267)
r•• Check Fig. 27.4-4 limitation h / B = y 0.50 within [0.25 , 1.01 t [Satisfactory] t^
0
WIND TO BOTTOM, y = 0°
WIND TO TOP, y = 1800 .
CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED
CASE CNW CNL CNW CNL. CNW CNL CNw CNL
A
-1.66 •
-1.71
-1.50
-1.75
1.92
1.96
0.55
-1.00,
26.57
p (psf)
-26.14.
-26.86
-23.58
-27.58
30.14
30.86
8.71
-15.72
F (kips) -1.46 -1.50 -1.32 -1.54 1.68 1.72 0.49
-0.88
B -2.45 -0.41 -2.30 -1.01 r 2.42 0.86 1.46
0.05
p (psf)-38.58
-6.42
-36.16
15.85
38.00
13.56
22.99
0.85
F (kips)
-2.16
-0.36
-2.02
-0.89
2.12
0.76
1.29
0.05
' DATE: 3/31/2017 VINCI A
_
ASSOCIATES SHEET:
A3
PROJECT: Pavia Farms (Huller Phase II) i cSlruclural (5agmeers JOB NO.:
09-3457
13522 Hamilton Nord Cana HW,!5 E. WILBUR ROAD, STE-103 • THOUSAND OAKS, CA 91360 ENGR.:
JRV
Chico, CA 95973 p805.496.2100 • f805.496.2442 • evinci@VinciSE.com
CLIENT:. Chico Electric
' FOOTING DESIGN - PV Sloped Dimension:
164 in TYPICAL ARRAY
PV Array Angle:
30 degrees
Post Spacing:
8.90 ft
No. of Supports:
2
Footing Diameter (d):
12 in
MAXIMUM VERTICAL FORCE: 3.05 k
/ (10.0 x 10.0) = 30.50 psf x 0.6 =
18.30 psf
MAXIMUM UPLIFT FORCE: 2.65 k
/ (10.0x.10.0 J = 26.50 psf. ' x 0.6 =
15.90 psf"
ASD Factor,
GROUNDTRAC SYSTEM CAST INTO EARTH
' Maximum Vertical Load: (Worst Case: DL + Wind)
P = 18.30 psf + 2.8 psf DL +
0 psf snow 21.10
psf
P = 21.10 psf x ( 142 " /12"/ft) x( 106.8'"
/12"/ft) = 2222 . lbs. for 2 Supports
' P = 1111 lbs/footing
Try 12" diameter. footing
..Soil Bearing = 1111../ (p x 0.50) =
1415.5 psf << 1995 psf
'
1500 psf x 1.33 (CBC Table 1806.2)
Maximum Uplift Load:
Therefore O.A.
P = 15.90 psf - 2.8 psf DL =
13.10 psf
P = 13.099 psf x ( 142 " /12"/ft) x( 106.8:"
' P = 690 lbs/footing
/12"/ft) = 1380: lbs for 2 Supports
Try 12" diameter x 36 " footing
' Allowable uplift = Concrete DL + Soil Cohesion ( 130 psf x 1.33) per CBC Table 1806.2
[ (7[ x (d/2)2) x .150 pcfx 3.0 ft ) +
[ (1c x d) x 3.04 ft x 172.9 psf) -. 2008
lbs
Design Ratio = ( 2,008 lbs / 690 lbs) = 2.9 Therefore OK
DATE: 3/31/201.7 V 1 N C I
& A S S O C I A T E S SHEET: A4 '
PROJECT: Pavia Farms (Huller Phase II)
cSfruclural '(Snylneers JOB NO::, 09-3457
13522 Hamilton Nord Cana Hwy • 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: SRV
Chico, CA 95973 P 805.496.2100
• f 805.496.2442 a vinci@VinciSE.com
" IENT: Chico Electric
2:
2.25
2.5 "
2.75
183
206
229
252
DESIGN OF PIER FOOTING & POST CHECK
; <FRONTa POSTk �:? WIND
+'3 0 y
_ _
,`279"-
� ','1'•179
3:09 ,;�"
y
' Post Spacing:. 8.90 ft
FH = 112 lbs = 10.1 psf x 8.9 ft x 3 ft / 2 columns
Number of Columns: 2
2.94
Horizontal, Load: 10.1. psf
' Exposed wind surface 3 ft
-DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA:
' (CBC Section 1807.3.2.1)
d = (A/2) (1 + ( 1 + (4.36h/A) )11.5))
A (2.34 " P) / (S1 * b)
'
P
;
P 145
lbs (SEE A4.1)
'
h 4.58
ft Height of Front Post
S1 = 266
psf/ft x (d/3) (includes 1.33 increase"for.wind)
h b 12
in (diameter or diagonal of square)
Try d =
(ft)
s1 @ (1/3)d
(Psf)
A
Calc d
(ft)
2:
2.25
2.5 "
2.75
183
206
229
252
1.792
1.593
1.434
1.303
4.02
3.73
3.49
3.28
+'3 0 y
_ _
,`279"-
� ','1'•179
3:09 ,;�"
y
3.29
301 � •
1.089
2.94
DESIGN COLUMN
' Mcol = Ph. = . 664 ft -lbs
3
Scol = Nicol / Fb = 0.34 in F,b = 0.66 x 35,000 psi
ASTM A53, Gr B
>>> USE: '1-1/2" Schedule 40 Pipe S = 0.33 in3. .
' with 12 inch.diameter x 36 inch MIN. deep concrete footing.
DATE: 3/31/2011 VINCI
& A S S. O C 1 A T' E S SHEET: AS
PROJECT: Pavia Farms (Huller Phase 11)
c51ruc/ural C"n7'neers JOB NO.: 09-3457 .
' 13522 Hamilton Nord Cana Hwy 175 E. WILBUR ROAD,
STE 103 -THOUSAND OAKS, CA 91360 ENGR.: JRV
Chico, CA 95973 p 805.496.2100 • f 805.496.2442 - e vinci@VinciSE.com
&ENT: Chico Electric
"DESIGN OF PIER FOOTING POST CHECK
WINSAPOST�
' Post Spacing: 8.90 ft
2
Number of Columns: 2
1.477
Horizontal Load: 10.1 psf
2.25
1 Exposed wind surface 3 ft .
131.3
-DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA:
2.5
' (CBC Section 1807.3.2.1)
1.182
d =. (A/2) (1 + ( 1 + (4.36h/A) )^.5))
A = (2.34'"` P) / (S1 * b)
'
P
1.074
2.42
P 112
lbs = 10.1 psf x 8.9 ft x 3 ft/ 2 columns
'
h 2:79
ft Height to brace
3.25 '
S1 = 266
psf/ft x (d/3) (includes 1.33 increase for wind)
2.18
h b 12
in (diameter or diagonal of square)
Try d =
S1 @ (113)d
A
Calc d
(ft)
(PS0
(ft)
2
177
1.477
.2.98.
2.25
200
131.3
2.76
2.5
222
1.182
2.58,
2.75
244
1.074
2.42
,0 985 -
tt 2,.29 ` ,
3.25 '
288
-0.909
2.18
DESIGN COLUMN
' M.I = Ph = 560 ft -lbs hcant = 5 ft
Scoi = MC0I / Fb 0.29 m3 Fe = 0.66 x 35,000 psi
ASTM A53, Gr B
»»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in3
' with 12 inch diameter x 36 inch MIN. deep concrete footing.
1
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EtECR(IfaLCONiRAGTING,SOIAR-YENER(U&SERVICE DATE: 3/29/17 Address: 13522 Hamilton
p v D DRAWN: RS Nord Cana HWY. SHEET: ,
CHECKED- RS Chico, CA 95973 1
CHICO Q A PROJECT: 17-4601 Q`�`I� • ; {
ELECTRIC Office: (530) 891=1933 SCALE: As Noted
t. • ���j p alva -Huller PH I I Pl of
Fax: (5�0) 891-6749 G3�T®
cA
5v esti
v APN:' 047150-070-000
0 36tEa Road Chlco,CA 95973 chioxlectrkcom " +•