HomeMy WebLinkAboutB17-2674 000-000-000U.S. DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency OMB No. 1660-0008
9 Y 9 9 Y 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:
R GORRILL RANCH ENTERPRISES
A2. • Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
7935 MIDWAY
City State ZIP Code
DURHAM California 95938
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
AP# 038-200-014
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) SOLAR
A5. Latitude/Longitude: Lat. 39'35'32" Long. 121'46'56" Horizontal Datum: ❑ NAD 1927 ❑x 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).-
nclosure(s):a)
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 adjacent grade
c) Total net area of flood openings in A8.b sq in
d) Engineered flood openings? El Yes El No PERMIT BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
A9. For a building with an attached garage: CODE COMPLIANCE
a) Square footage of attached ft DATE i � — BY
garage sq
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 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)
06007CO735E
E
01/06/2011
01/06/2011
A
131
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
❑ FIS Profile ❑x FIRM 0 Community Determined ❑ Other/Source:
611. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929x❑ 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: 0 CBRS ❑ OPA
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:
7935 MIDWAY
City State ZIP Code
Company NAIC Number.
DURHAM California 95938
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑x 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: NGS V-17 Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a) through h) below.
❑ NGVD 1929 0 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)
0 feet ❑ meters
b) Top of the next higher floor
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 131. 0
❑x feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 127.4
❑x feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 127 5
❑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.
1 certify that the information on this Certificate represents my best efforts to interpret the data available. l 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
;
�ar.v
Title
SURVEYOR
Place -A
Company Name
DOMINICK'S - CIVIL ENGINEERING AND SURVEYING
�' Seal j
LH3,9110
Address
PO BOX 1216 - 406 PINE STREET
cPJ, �P
�IFOFCpL\Fu
City State ZIP Code
RED BLUFF California 96080
Sign re Date Telephone
05/24/2017 (530) 529-3560
py . I pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
C ments (including type of equipment and location, per C2(e), if applicable)
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Exoiration Date- November 3r] gn1R
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:
7935 MIDWAY
City State ZIP Code
Company NAIC Number
DURHAM California 95938
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 E) 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 E] below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑meters El above or El 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 E]No E]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 California 96080
Signatur Date Telephone
05/24/2017 (530) 529-3560
Corn s
76t
❑ 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:
7935 MIDWAY
City State ZIP Code
Company NAIC Number
DURHAM California 95938
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: ❑ 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
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CHICO
ELECTRIC
U VUTI-U
The Original, op -Down" i;V-M661itin-g, System for Ground- Applications
Benefits of G ro u n dTra & Patent# 6,360,491
• Industry's preferred low cost and easiest to install ground mount system
- Used for kW to Multi -MW projects 14
• Patented ground mount system. ships from available stock
• Proprietary Drop -N -Lock rail insert drops in and locks ProSolar
GroundTrac@ rails in place
• Over 10 years of ProSolar's proven design
• Pre-engineered and tested for easy permitting Q�
• No cross -bracing required
i. �See Below
,uwra;c:ars- tom=.-.• _—:.h..-:�;...,,.__ _,,,_�,.,,_ .
r'
f = 3 Mint
Distance depends,
/ 42" I on tilt ancTe
' (see angle chart)
./. ,
Assemble re=usable grade stakes (ProSolar metal grade
stake kit.shown). Recommend 2"x.4" vertical support.
ODi footings. `` ""` "
9 9 � =Use- /z drill bit and 9/16 "socket to attach grade
Lateral (left to right) footing spans stake kit 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.
OPlace horizontal 1'-1/2" schedule 40
galvanized water pipe with slip-on- _
Hollaender0 Tees. Adjust C -clamps
as necessary to level pipe.
rL
i
®Measure vertical pipe lengths,
allowing 2" (min.) from bottom
of footing to avoid pipe contact
with moisture.
E
5
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.
'Install at least
one rail every 10'
for proper pipe
spacing. ,
.{ f
Insert U -bolt into locking rail holes and place
Optional Snow Drop -N -Lock insert into the rail. Remove
Load Enhancer 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
U -bolt nuts.
Pre -assemble clamping
hardware and install solar
modules and EZ rail endcaps.
Install 1-1/2" plastic pipe
endcaps for schedule 40 pipe'
as;necessary.
OCompleted
installation.
• _ =.� ,�..: ., . .... - -�• � -� .,
� .
`
Rest ra i 1, on
on top of�horizo..ntal pipes. Run string level--
_
on top or bottom to align tops of support rails. .-~4--ti.�•
���
1 4 --cry__. - � 4 _
Fasten rail•in.place by'using GroundTrac@•drill guide= ;-
- i..�w�•+.:r�.w..r"ss.•..'
_.._�
-�.,r•+.-_rte_
,.�.--Y... ..._-:.•r^• ee
along top and -bottom of horizontal pipes. Drill >
U -bolt locking holes`in,place. Leave at least one drill
guide attached after drilling to keep rail in place
••• / __ t -_.Y - .ice
n
s r � I r
tl
i
GroundTrac@ Drill.Guide
`
t
Base and Drill -Bit.
'Install at least
one rail every 10'
for proper pipe
spacing. ,
.{ f
Insert U -bolt into locking rail holes and place
Optional Snow Drop -N -Lock insert into the rail. Remove
Load Enhancer 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
U -bolt nuts.
Pre -assemble clamping
hardware and install solar
modules and EZ rail endcaps.
Install 1-1/2" plastic pipe
endcaps for schedule 40 pipe'
as;necessary.
OCompleted
installation.
124" x 2-1/2" Support Rail
Supports up to (3) 39.5" Wide Modules
I• 124"
} 2-1/2"
Y. 84"
136" x 2-1/2" Support Rail
Supports up to (4) 32.5" Wide Modules
y
t '
i
to Rear 124" and 136" Rail
Array Footing, Angle Chart ;t`t
Angle Distance f
0° 84" 30°
5° 84"
10° 83" 25°
150 81" a 200
200 79" 150
25° 76" ed
300 73" $A' FS+ 10°
5°
0°
---------------73"
1- ------------- 76"
----- - -- I l j jl
I------------- - 79" _._._._._.-.i II
30" Max j�• 60" Max
+ from top I--- ---------- 81" ..........
- - - - -, .II from top
of footing ---------------I 83" -- ------------
of footing
I---------- 84" ---------------j .
I-------------- 84" ------ -----'; 7-4-i
124" and 136" Rail `
r IN
Refer to engineering
32.5" /�� report for footing specs
toRear V 164" Rail
136"Y Array Footing _
Angle Distance Angle Chart ) 200
Y.2-1/2" o° 108"
84' T+ 50 108" ��+ 15
164.. x 3.. Support Rail°
1 106"
15 104"
° FitRed 1
Supports up to (4) 39.5" Wide Modules 1 200 1 101" /toe
164'_ —
124" x 2-1/2"
136" x 2-1/2" -:
164" x 3",
Number of Modules
3 ..
£w
108:"
(4) 39.5" wide
modules
Lateral (left to right) footing
span (max) non -snow load
10'
10'
8'
Vt'----------- ------ 101-.._._._: .......... J II
t-------------------- 104" ------=-------1I
F-------------------- 106" -----------------. =.1
1-------------------- 108- ------- ._._.-..._._.
n---- .F ----------- 108" ----------------- '—
164" Rail
\\ Refer to engineering report for footing specs
GroundTrac@ 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
84" on Center
108"• on Center .
•
+
- Photo courtesy: Accurate Air & Electric- • 1
Professional Solar Products (ProSolar) • 1SS1 S.IRose Ave., Oxnard, CA 93033
80S-486-4700 • www.prbsolzie.com
@Professional Solar Products, Inc March 2011. GroundTrac@ is a registered trademark and covered under pat.#6,360,491
II
•
t
Advancing Renewable Technology
WEEBLug,
p�R
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
in a variety of positions and comes with hardware to mount it to a rail.or through a 1/4 inch clearance hole.
r
y s,> Material: 304 stainless steel, tin-plated copper, outdoor rated
• 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 Intertek ETL
I
Contact us at: 845.247.4708 www.we-lic.com
}
professional
SOLAR
• productso
•
•
i
No buss bare..
I
Green lock
washer indicates
electrical bond
Assembled Self -bonding Self -bonding Mid
Mid Clamp With SS Bus Bar Clamp Fastened on Rail
(solar module not shown)
ProSolar® RoofTrac®
Bonding and Grounding Guide
(Patent Pending)
Applies to GroundTrac® and SolarWedge®
mounting systems which utilize the RoofTrac®
rail/clamp design.
For RoofTrac® Rail Bonding Splice
• Drill 1/2" holes at bottom of rails with 1/2" °10 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.
For Bonding Module Frame and Clamps to Support Rail
• Fasten pre -assembled mid -clamp assembly to module
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 RoofTrac® rail to RoofTra& rail via ProSolar'9
UL467 tested universal splice kit (splice insert and
splice support).
Grounding of RoofTrac® rail via Ilsco SG13-4 rail lug.
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 instructions for 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. RoofTrac® 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 ProSolar® RoofTrac®
products Bonding and Grounding Guide
(Patent Pending)
Can be placed
under module to -
hide connection
if desired
Basic Wiring Diagram
rounding Connection
;O SGB -4 rail ground connection
Grounding
Lug
Grounding
Lug
i
i�
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 Fast,lace are registered trademarks for PSP
and are covered under U.S. patent #6,360,491. RoofTra& bonding designs patent pending.
ProSolarO UL2703 Bonding and Class A Fire Rating Page 2 of 4 ti
7
•
0
F
'
A.
• • ,. - .f•• , •
Listing,Constr ictional'Data Report (CDR) `-
1.0 Reference and Address '
Report Number 100779407LAX-003 « , [-.,.Original Issued: 14 -Sep -2012 r Revised: 28 -Apr -2015-*:
Standard(s) UL Subject 2703:- Outline of Investigation Rack Mounting Systems and Clamping Devices for -"
Flat -Plate Photovoltaic Modules and Panels -.Issue #2:• 2012/1,1/13 u '
Applicant Professional Solar Products, Inca 'r :
Manufacturer
Professional Solar Products, Inc.
1551 S. Rose'Avenue
Address Oxnard, CA 93033 �''- s
Address
1551. S. Rose Avenue
Oxnard, CA 93033
Count USA •
Country
USA
Contact Stan Ullman
Contact
Stan Ullman _
Phone (805) 486-4700
Phone
(805)"486=4700: -
FAX (805) 486-4799 " '- ' ": �:
FAX
(805) 486-4799
Email s@Prosolar.com .'
Email
s@prosolar.com,
70
... .+, . , . .µ4l.... - • {' I
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• `.` r Page 1 of 63
This report is for the exclusiv`euse of Intertek's<Client and is provided pursuant to the agreement between htertek and its Client. Intertek•s responsibility and
liability are limited to •the'terms and conditions of theragreement..lntertek' assumes no, liability to'any party,,other than to the Client'in accordance with the +
agreement, for any loss, :expense or damage occasioned by the use of this. report: Only Cfie Client is authonzed to permit copying or distribution of this report ,and
then only in its entirety. Any use of the lntertek 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 Intertek. The observations and test results in this report are relevant,only to the sample tested. This report by itself does not imply that the
material, product; or service is or has ever been under an Intertek-certification prograrri. •k ` - " r
ProSolar® UL2703 Bonding and Class A Fire Rating Page 3 of 4 °; • r .
r
Report No. 100 7'9407LAX-003 F Page 2 of 63 Issued: 14 -Sep -2012
Professional Solar Products, Inc. r Revised: 28 -Apr -2015
2.0 Product Description
Product .
Photovoltaic Racking Systeme `
Brand name
ProSolar r - I V. '
The product covered by this listing report is a rack mounting. system. It is-desig6ed.to be
installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments,
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 clamping hardware. This device can be used on
most standard construction residential roof -tops. ,
. * x Fj .
This system is in compliance with the mounting, bonding and grounding portion`s of UL Subject
2703. This system has'the following fire class resistance ratings: ti
Class A for Steep Slop, 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: 4
Bonding of module -to -Roof Trac rail via Weeb PMC
Description
Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar
Bonding,of module -to -Roof Trac rail via Ilsco SGB -4 lugs
Bonding of;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 ProSolar UL 467 tested universal splice kit (Splice
Insert and Splice Support)
Ii
Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch to 2
inches i
e
The grounding of the entire system is intended to be in accordance with Athe 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. r ?�
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. !�
Models
RoofTrac
Model Similarity
N/A
Fuse rating: ,20 A
Mechanical Loyd: 30 PSF
Fire Class Resistance Rating:.
Ratings
Class A for Steep Slope Applications when using Type 1and Type 2, Listed Photovoltaic
Modules. 1 4
Class A for Low Slope Applications when using Type 1 and Type 2, Listed Photovoltaic
Modules y
Mechanical.load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm
Other Ratings
frame height and maxir.um 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. :. s
D 16:3.15 (1-Ja �13) Mandatory
ProSolar® UL2703 Bonding and Class A Fire_ Rating . Page 4 of 4 y a E
1E
•
•
w. ke.
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 1/4728 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
in 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
• Low profile design
.,.s. , Multiple equipment ground conductor allowance:
One 14 AWG to 6 AWG .or two 10 AWG, two 1.2 AWG
Listed to ANSI/UL 467 by Intertek ETL
Contact `us at: 845:247.4708 www.we=llc.com
VINCI A A.SSO.CIATES
cslruclura/ &i ,meers
October 21, 2017
:
AERM %.
Chico Electric
cou CEVELOPMENT SERVICES
36 W. Eaton Road
REVIEWED FOR
Chico, CA 95973 bDE COMPLIANCE
J/>>
Subject: Review of minimum footing requirements
Project:: (408) Module Photovoltaic Groundmount Installation (4 Arrays)..
Gorrill Ranch Pump #3
... 7935 Midway,.Durham,CA 95938
V&A Project: No. 12=3457
' The purpose of this re p ort_ is to rovide a sites specific analysis of the minimum footing
P P P P P Y 9
requirements for the photovoltaic array groundtrac installation at 7935 Midway.
in Durham, CA 95938.
Based:upon our review of the 4:Photovoltaic Arrays, installed:4.rhodules:high and 26.
' modules wide. The PV Array shall have:a transverse spacing of approximately 5.58 feet
on center and a longitudinal spacing of 8.80 -feet maximum. Based upon a wind speed
of 100 mph; Exposure C, it was determined that the minimum required footing depth is:
• 30 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 circumstances by reputable engineers practicing in this locality. No
' ,.ex P
other warranty,. expressed or implied, is made as to the professional options included in this
report. We hope this prove you with the information you need at this time. Please call :us
' if you have anyqu o s garding this report. -.
FESS,
Sincerely _ S %cra�o
VINCI & S OCIATES ' z
No. S441 1
Ex
p. .
Ja es V ci, E.F of cA��F�
S. c e No. S-4411
•
' 175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360
p 805.496-2100 f 805.496-2442 - e vinci@vincise.com
DATE: 10/21/2017 VIN -CI & ASSOCIATES
SHEET: Al
PROJECT: Gorrill Ranch Pump #3 cSlrucfural Crigrneers.
jOB NO.: 12-3457
'
7935.MIdway ;: : •175 E. WILBUR ROAD, STE 103 • THOUSAND: OAKS, CA
91360
ENGR : JRV
Durham, CA 95938 p805.496.2100 • f805.496.2442 • e vinci@vinciSE.com
NT: Chico Electric I "
DESIGN DATA.
WIND DESIGN CRITERIA:
1
BASIC WIND SPEED
100
mph
(ASCE T 10:' Risk Category 1 per Table 1.5-1. & Figure
26.5-1C)
- WIND EXPOSURE-. =
C .
GROUND SNOW LOAD .,_ _-
0
psf-:
SOLAR MODULE ARRAY DATA
'
Sloped Dimension of Array - _
16.4
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 =
26
Total No. of Modules in Project ,- =
408
Transverse.Post'Spacing = -.
5.58
ft
Longitudinal Post Spacing':
8.80
#.t :.
Number of supports - Transverse Direction _.
.2
'
Diameter of Pier Footing = -
12
in
Number.of Arrays . =
4
'
Array -Uniform Load _
2.8
psf
SOIL DESIGN CRITERIA'. (Based Lipon Chapter 18 of CBC)
.:Al Iowa bleSoil Bearing Pressure.` =
1500'
' psf
Allowable Soil Lateral Bearing =
200
pcf _
Allowable Shaft Skin Friction / Cohesion _
130
pcf
'
PROJECT! JGo&iII Ranch Pump #3 PAGE: A2
'CLIENT. 17935 Midway, Durham, CA 95938 DESIGN BY: 1JRV
AA-.,
.._JOB NO.: 15-3457 DATE:,. 10/21/17 REVIEW BY:
Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-2010 I 2013 CBC '
INPUT DATA
Exposure category (B, c or D)
Importance factor, 1.0 only; (Table 1.5-2): IW = 1.00
Basic wind speed (ASCE 7-10 26.5.1)' . = . • V , = 100 mph ',' ` - - _ •*
Topographic factor (26:8 & Table 26.6-i) ' Kn = 1.00 Flat Jsi e"
Height of mean roof h = 5 fi } DTZ P
Roof slope 6.00 12 p,
Roof length 'L = 10 ft .. i
Roof horizontal projected width'" B = 10 ft ctad) +
Effective area of component / cladding A = 10 ftZ e, fPfOieY
.DESIGN SUMMARY r r us -
1. Main Wind -Force Resisting System " •'" '
Max horizontal force/ base shear from roof _ _ -1.52 kipsf •y
OA 51 kips•(eave & columns increasing)
E - 1.68 kips
Max vertical download force E. = 3.05 kips -
Max vertical uplift force ( = 2.65 kips
Max moment at centroid of base from roof. _ 10.65 ft -kips •'; '.
r - + 1 071 ft -kips leave & columns increasing) t "
't. E: ..11.72 ft -kips-
2. Component and Cladding Elements y ,
' Max inward pressure` - + r. 75 psf ,
Max net outward pressure = 74� psf, - ,
ANALYSIS
Velocity pressure "
qh = 0.00256 Kh Ke Ka VZ = 18.50, psf
where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq: 30.3-1 page 316) - ;
Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab.28.3-1; pg 299) = 0.85
Kd = wind directionality factor. (Tab: 26.6-1, for building, page 250) ' �' - _ 0.85
h = height of mean roof ` = 5.00 it
Main Wind -Force Resisting System (Sec. 27.4'3)`
P=ghG,CN_R.. ...�.
F=pAr
. s
where: G = gust effect factor. (Sec. 26.9) ! " _ ,
3' 0 =- roof angle -*_ s _ = 26.57 degree
- ` < • 45 deg. [Satisfactory]
A+ = roofactual area.' y„ = 55.9 42, windward
T' = 55.9 ftZ, leeward
CN = net force coefficients. ,(Fig 27.4-4, page 267)`z •: `'• ; '
Check Fig. 27.4-4 limitation h / B.= 0.50; r within [0 25 , 1.0] [Satisfactory]
0 -
lr
WIND TO BOTTOM, y= 00
` WIND TO TOP, = 180°
CLEAR FLOW OBSTRUCTED. CLEAR FLOW OBSTRUCTED
CASE CNH, C'NL C'Nw C'NL*. • ' CM' - CN. r CNw CNS
P,
-1.66
-1.71
-1.50 .. - -1:75
1.92:,'
1.96:
0.55
.-1.00
r
' -15.72
'26.57
F ki s
-1.46
-1.50
-1.32 - -1.54:
1.68
,1.72
0.49
0 -
lr
WIND TO BOTTOM, y= 00
` WIND TO TOP, = 180°
CLEAR FLOW OBSTRUCTED. CLEAR FLOW OBSTRUCTED
CASE CNH, C'NL C'Nw C'NL*. • ' CM' - CN. r CNw CNS
_A
-1.66
-1.71
-1.50 .. - -1:75
1.92:,'
1.96:
0.55
.-1.00
s . =26.14 -26.86 _ : -23.58 -27.58 30.14 30.86 -8.71
' -15.72
'26.57
F ki s
-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.-
2.42
0.86
1.46
0.05
s -38.58 -6.42 '. -36.16 -15.85 38.00 13.56 1 22.99
0.85 ,
F kis
-2.16
-0.36
-2.02 -0.89
2.12
0.76
1. 1.29
0.05
r + s
DATE: ". 10/21/2017
V.1 N C:I -.- &
A S .S O C 1A T E S SHEET::
A3
PROJECT: Gorrill Ranch Pump #3
61n�cfunzl Cngrneers JOB NO.:
09-3457
7935 Midway
175 E. WILBUR ROAD, STE 103. • THOUSAND OAKS, CA 91360 ENGR.:
.1RV
Durham, CA 95938
p805.496.2100 • 1`605.496.2442 •:eyind@VnciSE.coni
CLIENT: Chico Electric
t
FOOTING DESIGN -
PV Sloped Dimension:
164 in TYPICAL ARRAY
PV Array Angle:
30 degrees
Post Spacing:
8.80 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: 2.65k
/ (10.0 x 10.0) _ 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 ( 105.6 "
/12"/ft) .= . 2197lbs for 2 Supports
P = 1099 lbs/footing
Try 12" diameter footing
Soil Bearing - 1099
g -
x 0.50 -
/ (p ) -
1399.6 psf •« 1995 psf
'_.
1500 psf x 1.33 (CBC Table 1806.2)
Maximum Uplift load:
Therefore O.K.
P = 15.90. psf - . 2.8
psf DL =
.13.10 psf
P = ,13.1 psf x ( 142"
:/12"/ft) x( 105.6";
/12"/ft) = 1364 lbs for 2 Supports .
P = 682 -lbs/footing
_..
,
Try 12" diameter x 30 ''
footing
Allowable uplift=
Concrete DL + Soil Cohesion
( 130 psf x 1.33 per CBC Table'1806.2
'
[ (71 (d/2 )2) x.150 pcf
x 2.5 ft I +'
[ (n x. d) x 2.54.ft x 172.9 psf] = 1678
lbs
Design Ratio=
(1,678 lbs•/ 682 lbs)
_ 2.5 Therefore O.K. .
_
4
DATE: 10/21/2017 V INC I A''S S O C I, A. TES SHEET:. A4
PROJECT: Gorrill Ranch Pump #3 cslrilcfural (nyMeers r JOB NO.:: 09-3457•
' 7935 Midway.:. 176 E. WILBUR ROAD, STE 103 -THOUSAND OAKS, CA 91360 ENGR.:. JRV '
Durham, CA 95938 _ P sos.ass.zloo f805.496.2442 • evinci@VinciSE.com
ENT: Chico Electric
3 Y _
'DESIGN OF PIER FOOTINGA COST CHECK • FRONT; �OSTt;`�. WIND
Post Spacing 8.80' -ft'
' Number of Columns:... 2 aor
Horizontal Load: 10.1 psf L
' Exposed wind surface 3 ft
-DESIGN BASED UPON NON -CONSTRAINED CBC •FORMULA Lj V
' (CBC• Section 1807.3.2.1) r
d = (A/2) (1 + ('1 + (4.36h/A) )".5)) A = (2.34'*:P) / (S1 * b) T `z
1 T - F
P 111 lbs- = 10.1 'sf x 8.8 ft,x 3 ft / 2 columns
-'h 3:08ft '(Average Height) '
1
Sl-. 266 sf/ft x d/3 includes 1.33 increase for wind
- h b =- .12 in - (diameter or diagonal of square)
.i .i
' '
GOVERNS >>>
.Try d
.S1 @(1l3)d .+`
A ,
Calc d'
(ft)
(PS0
(ft)
_141 ,-
1.777-
3.49 -
1.79164
41:528
3.15
• 2.04
187
1.341,
2.90
.
;
` 1.195
2.69
..2.29
..".42110
2.54
233•
1.077
2.52
Z56.,.,, rt ;
0.g81��
2.37
Try d =f
S1 @ (1/3)d '
DATE: f 0/21/2017 VINCI
&• A S S- O C I, A T E S SHEET: A5
PROJECT: Gorrill Ranch Pump #3 ` ', `
(slruclura/ Cnyineers ` JOB NO.: 09=3457
7935 Midway ;...175 E. WILBUR ROAD, STE 103' •'THOUSAND OAKS, CAl 91360 ''• v ENGR.: JRV
1
!'
Durham, CA 95938 ' P805.496.2100 •!f805.496.2442 evinci@VinciSE.com
ENT: - Chico Electric
DESIGN OF PIER FOOTING & POST CHECKp
s
;REAR POST WIND `
�. ,
Post Spacing: 8.80 ft f
r
r y
:.Number of Columns: 2 y
'
Horizontal Load: ,10.1 psf°
r
' Exposed wind surface 3 -ft
'3.56
-DESIGN BASED UPON: NON -CONSTRAINED CBC
FORMULA ,
' (CBC Section 1807.3.2.1)
Y
2.75
252 •
• d = (A%2) (1. + ( 1 + (4.36h'/A) )^.5))...
A: ='(2:34 * P) / (S1 " b) .
3
'" 275 y
0:912 '
t3.00
;
f
.111
lbs =10.1'psfx8.8ftx3ft/.2columns-
•
1
~ : 2:86
ft. (Max Height)
S1 = ` "_ 266,
psf/ft x (d/3) (includes 1.33 increase for wind)
hb 12
in ' (diameter or diagonal of square). `.
Try d =f
S1 @ (1/3)d '
A
Calc d.
(ft)
(pSO
M)
2
.183
.1.368.-
`.' 3.82
2.25 ,�
206
1.216"
'3.56
y 4.
-2.5
229
1:094
3.34
2.75
252 •
0.995'
3.15'
3
'" 275 y
0:912 '
t3.00
;
f
3.25
298:
. 0.842
~ : 2:86
y
'
t
REC
TWINPEAK 2
SERIES
PREMIUM SOLAR PANELS
100% MADE IN SINGAPORE..
REC TwinPeak 2 Series solar panels feature an
innovative design with high panel efficiency and
power output, enabling customers to get the most
out of the space used for the installation.
Combined with industry-leading product quality
and the reliability of a strong and established
European brand, REC TwinPeak 2 panels are ideal
for residential and commercial rooftops
worldwide.` � WA
A
INTEGRATED MANUFACTURING IN SINGAPORE
�j Ppb �1
cn 00
16
WAFERS CELLS MODULES
,
RE[ TWINPE
t>'
AK
v
2 SERIES'
- 1675t2.5 (65.94 30.1) • -
(1.11 _ 910 [35.8) 382.5 [5.05) _
.....
1:: - - --
r
EFFICIENCY
YEAR PRODUCT WARRANTY
YEAR LINEAR POWER OUTPUT
25 WARRANTY
s
�U�'*PREF US IMPORT DUTY FREE
-------------------------
-------------".-""----❑ CD 900[~l1 .
F-1
44.6"C (t2"C)
285'
Temperature coefficient ofPMpp
o El
300
1130.2
-0.30%/°C
e (0.43±0.8) -
Temperature coefficient oflsc
0.066%/°C
-
20.530.5:
-0/+5
[0.78 30.081 . `111 zoo 1471
1:: - - --
r
EFFICIENCY
YEAR PRODUCT WARRANTY
YEAR LINEAR POWER OUTPUT
25 WARRANTY
s
�U�'*PREF US IMPORT DUTY FREE
Nominal Power, PMpp(Wp)
Nominal operating cell temperature (NOCT)
44.6"C (t2"C)
285'
Temperature coefficient ofPMpp
-0.36%/°C
300
Temperature coefficient ofVoc
-0.30%/°C
Watt Class Sorting -(W)
Temperature coefficient oflsc
0.066%/°C
Nominal Power, PMpp(Wp)
275
280
285'
4§0
295
300
Cell type:
6 strings of 20 REC HC multicrystalline PERC
Watt Class Sorting -(W)
-
-0/+5
^
-0/+5
._..-....
............._.......,.................................._
-0/+5
....
-0/+5
-0/+5
-0/+5
Glass:
0.13"•(3.2 mm) solar glass with
_ .............. ........... ............................................................._......_.........
Nominal Power Voltage-VMpp(V)
31.5
.."""........_.._....
31.7
..
.................._.,......................................_,..........._
31.9
32.1
32.3
32.5
anti -reflective surface treatment
_.. .............
Nominal Power Current -IMpp(A) •
...................................................... ........................................................
...........................__................:....................-.......................-............................_..........._
8.74
8.84
8.95
............ .......................................
. 9.05
9.14
......................................
9.24
Backsheet:
Highly resistant polyester
polyolefin construction
Open Circuit Voltage -Voc(V)
38.2
38.4
38.6
38.8
'39.0
39.2
Frame:
Anodized aluminum
Short Circuit Current-Isc(A)
9.52
9.61
9.66
9.71
9.76
9.82
IEC 62804(PID);IEC 62716(Ammonia), IEC 61701 (Salt Mist level 6),
IEC 60068-2-68 (Blowing Sand), ISO 11925-2 (Class E)
(Available in silver or black)
Panel Efficiency(%)
....................._........._..,........._........................................................................._
165
16.8•
17.1
17.4
17.7
18.0
Junction box:
IP67 rated, 3-partwith 3 bypass diodes
......._............................................T-,C(....................
............. ..................................._............................................................
I..................
12AWG(4mm2)PVwire,35"+47"(0.9m+1.2m)
Values at standard test conditions STC (airtnass AM 15, irradiance 1000 W/m=, cell temperature 25°C).
At low irradiance of 200W/m2(AM15andcelltemperature25"C)atleast95%oftheSTCmoduleefficiencywillbeachieved. •'
Connectors:
StaubliMC4PV-KBT4/PV-KST4,
'Where xxx indicates the nominal power class (P_� at STC above, and can be followed by the suffix BILK for black framed modules.
12 AWG (4 m m2)
Origins:
Silicon: Made in USA & Norway
Wafer/Cell/Module: Made in Singapore
Nominal Power-PMpp(Wp) 206 ••
......................................................................_...........................:.......................;_...............................,...__......................._..................._
210 214 218 223
226
Operational temperature:
-40...+185"F(-40...+85°C)
Nominal Power Voltage -VMpp(V)29.2
....... .................................._.................................,:............._..._.................._......................._
29.4 29.6 29.8 30.0
, 30.1
Maximum system voltage:
1000V
Nominal Power Current -IMpp(A) 7.07 -
7.15 1 ,7.24 7.32 7.43
7.51
Design Loads:
(+)75.2lbs/ft2(3600Pa)
......................._.........._........,................._.;............_...,.............._...................................................................._
Open CircuitVoltage -VccIV) 35.4
35.6 35.8 36.0 36.2
36.3
33.41bs ftz 1
(-) / (600 Pa)
_ ................ ....... .._..._.__.:...-:..,_...... ............ .......,......,......,_.....,........... :..........,
Short Circuit Current -1,(A) 7.52 7.59 7.68 7.75 7.85
..._
7.91
o
Refer toinstallation manuaI
a
................_.................._......_..........._...'0.0"-..._.._. M"I'...........,_,..........._........... t"'e,'...........................,_....................................._......
Nominal operating cel I temperature NOCT *('8* '0-0" W/m2, AM 15, windspeed I m/s, ambient temperature 20°C).
Max series fuse rating:
20A
*Where xxx indicates the nominal power class (13.0 at STC above, and can be followed by the suffix BLK for black framed modules.
Max reVerse current:
20A
m
0
CERTIFICATIONS
/
10 year productwarranty t
i,
Dimensions: 65.9 x 39.25
�
x 1.5 (1675 x 997 x 38 mm) o
DVE
C C At25
year linear power output warranty
Area:
z z
17.98ft (1.67m) 9
(max. degression in performance of 0.7%p.a. from 97%
after
o
UL1703, Fire classification Type 2, IEC 6121S, IEC 61730,
thefirstyear)
Weight:
40.8 lbs (18.5 kg) o
IEC 62804(PID);IEC 62716(Ammonia), IEC 61701 (Salt Mist level 6),
IEC 60068-2-68 (Blowing Sand), ISO 11925-2 (Class E)
See warrantymnditionsfor furtherdetails.
Z
I5o9001:2015, ISO 14001:2004, OHSAS18001:2007
Notel Specifications subject
to change without notice.
r
` Q RCC
www.recgroup.com
(
6 •
Is
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20000TL-US / 24000TL-US / 30000TL-USI -
L
MA
j.w F
Design flexibility Sys tem"ef6aency Enhanced'safety Future -proof
• 1000 V DC or 600 V DC ..98.0% CEC *,*98h% Peak Integrated DC AFCI -'Complete grid management feature set
• Two independent DC inputs •'1000 V DC increases system Floating system with all -pole • Integrated Speedwire, WebConnect, '
` 15° to 90° mounting angle range efficiency t ' _` f sensiti4e,ground fault protection ModBus interface y c
• Detachable DC Connection Unit OptiTrac Global Peak MPPT�' t • Reverse polarity indicator in Bidirectional Ethernet communications
l r combination with Connection Unit y • Utilityinteroctive controls for active and I
reactive poweer,
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Input (DC)
Max. usable DC power (R cos p_ -_l) __ ____
12250 W
15300_W 20400 W 24500 W
30800 W
Max. DC voltage
1000 - V
1000 V *-1006 V 1000 V .
I - 000 V
Rated MPPT voltage range
300 V...800 V
300 V— 0 V ... 800 V �50 800 V 38 86 ,3 V
500 V...800 V
MPPT operating voltage range
150 V...1000 V
150 V...1000 V- 150 V...1000 V 1 150 V...1000 V
-150 V...1000 V
Min. DC voltage start voltage__
150-V-/ 188V
150 V / 188 V 15-0-V/ 188 V 1 150V/ 188 V
150 V/ 188 V
Number of MPP tracker inputs
- 2
2 2 2-2
Max. input current /.per MPP tracker input
_66 A/ 33 A
66 A /_33 A — —66 A /- 33- A 66 A - 33A
66 A 33 A
Output (AC)
AC nominal power
12000 W
15000 20000 24000 W
30000 W
Max. AC-apporent power
12000 VA
15000 VA 20000 VA 24.0.00 VA
30000 VA
Output phases /line connections
_3 -N -PE
3/
3 / 3{J-PE,3-PE
Nominal AC voltage
480/ 11 277 V WYE
480 / 277 V WYE,
- - 480 Y Delta
AC voltage range
244 V...305 V
Rated -AC grid frequency
60 -H.
AC grid frequency range
50 Hz, 60 Hz / -6 Hz...+5 Hz
Max. output current
14.4 A
18A 24A 29A
36.2 A
Power factor at rated power adjustable displacement
1 0.0 leading. -O.O logging
Harmonics
<3%
Efficiency
Max. efficient: y CEC efficiency
98.-2% 97.5%
98.2% 975% 98.5% 97.5% §8.5'/./ 98-0
-981.6% "98.0%
Protection devices
DC reverse polarity_ protection
Ground fault monitoring- /,grid monk onng
All -pole sensilive residual current monitoring unit
0
0
0
DC AFCI compliant to UL 16998
0
0
AC short circuit protection
0
0
Protection class overvoltage category
I IV
I /-IV I Iv 7 1 IV
I IV
General data
Dimensions (W Ft/ D) in mm (in)
W 650 265 (2&225 6 / 1-
Packing dimensions (W/ H/D) in mm (in)
780 790 380 (30.7 31.1 15.0)
Weight
55 kg (12 1 lbs)
Packing weight,
61 kg (134.5 lbs) ......
Operating temperature range
-25*C...+60.0
Noise emission (typical) internal consumption at night
51 A(A) I W
Topology
Transfo - rmerless
Cooling concept electronics protection rating
OptiCool / NEMA 3R
Features
Display / LED indicators (Status / Fault / Communication)
Interface: RS485,/5peedwire,WebConnect
0/9
Data interface: SMA Modbus SunSpec ModBus
4/0
Mounting angle range
15'...90 -
Warranty: 10 / 15 / 20 years
0 /o/ 0
Certifications and approvals
UL 1741, UL 1998, UL 16998, IEEE 1547, FCC Part 15 (Class A& B), CAN/CSA C22.2 107!1-1
NOTE: US inverters ship with gray lids. Data at nominal conditions. 'Suitable for 600 V DC max. systems *Preliminary data
0 Standard features 0 Optional features Not available
Type designation
-S,TP12000TL-US-10,
STP15000TL-US-10 I ST - P 20000 TL -US -1 0 STP 24000TL-U - S-10
STP 30000T I L -US -10
Accessories
RS485 interface
DM.485C&US-10•
Connection Unit
CU 1000-US-13
SMA Cluster Controller
CLCON-10
-----------------------------
----------- A Efficiency curve SUNNY TRIPOWER 3000OTLJJS j-----------1
-----------------------------
98
96
i X94
92
w 90
88
86
yy
xl
gl
gI
9311
'so
0.0 0.2 0.4 0.6 0.8 1.0
Output power / Rated power
------------------- -----------------
..............
................... ....................
994 . . ......... . ...........................
500 V�m Boo
yy
xl
gl
gI
9311
'so
0.0 0.2 0.4 0.6 0.8 1.0
Output power / Rated power
------------------- -----------------
BUTTE COUNTY D-EPARTMENT- OF DEVELOPMENT SERVICES -BUILDING
_CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction
Building permit will not be issued until completed plan submitted
APN: - ®aa e 200 - 61Lk Building Permit #
Owner Name: G- onc,\l 9A�k-mu -
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 Mailing Address: �� $�C �QW1� QSL13 g Owner Phone: ( )
Jobsite Address: Aef g�* Project Sq. Ft.: Project Type�onstruclion ! I Demolition
Jobsite Contact: Company:eA' bjSJ C Jobsite Phone: (570) 4/ X453
Brief description of project:' rig 6Y eAdC.J [o AJ /Z 9. fa dd;&& iqW ax —ir 4tJJA77f_ 1 AAke
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 is,5uanee�of building/demolition permit(s), hold on final inspection(s) and/or penalties.
Applicant:
(Owner / Contractor) Signature:
(Circle) (2)
Date:
MATERIAL 1
Reuse
Recycle
Dispose
FACILITIESISERVICE PROVIDERS TO BE USED 3
Inert Material. (concrete, asphalt)
Lumber
Plant/Tree Debris
Dry Wall
Metal
O
Cardboard
ICA CAI
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.
F -(7e__-
r''
lh-MIDS
j.
_ GL. 4
'PROJECT; SUBMITfAL,GUIDELINE:,,,CALGREEN CODE
Newly constructed buildings on new;or existing sites -shall comply:wlth Title 24; Part 1.1, Califomia'Green
Building Standards (CALGreen Code) Chapter 5: Additions to'exlsting buildings, newly constructed
landscape work and'rehabilitaied &'dscape,work shall comply with .CALGreen CadwCF apter 5, Section
5.304.6. Projects submitted to DSA for review, as a single project or in a,senes of increments, must
comply with the CALGreen Coder For purposes o' 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.-d hapter A5
is an appendix with voluntary' measures provided as a guideline to further encourage green building
,design.practices. ,
t
For mandatory Commissioningrequirements refer to the Energy. Code Section 120.8. Note that the
measures outlined: in the CA LGreen,Code,.Chapter5, 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 ar`e encouraged and`recommended to ensure
performance; comfort,' system,durability; reliability;;indoor"air quality, and effieiency.
'Attachment .1 = 2016 California -Green Building"Standards Code A
t.- y. pplication Matrix
?
Note: Each of the.following measures is an excerptfrom 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 com`pilatio'n oftecommendations based on Code, referenced standards; OSA 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 orderto work smoothly with DSA and to help standardize practice's among the four DSA Regional Offices.
Compliance with a guideline does not assurethat a project is complete or that it adhere§'to the requirements -of the California Building
Standards Code (Title 24 of the California Code of Regulations) or 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.' , ..
a
GL4 (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
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE_
Division of the State Architect — Structural Safety (DSA -SS)
(CCR, Title 24, Part 11)
APPLICATION MATRIX
Wrtoatory
'Cha .ter 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 Student bicycle parking. Provide permanently anchored bicycle racks
0
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
0
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
3. Lockable, permanently anchored bicycle lockers.
5.106.8 Light pollution reduction. Outdoor lighting systems shall be designed and
❑
installed to comply with the following:
1. The minimum requirements in the Califomia 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.
3. Building facade meeting the requirements in Table 140.7-B of the California
Energy Code, Part 6.
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
DSA PROJECT SUBMITTAL GUIDELINE4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Chapter 5
Note: See also California Building Code, Chapter 12, Section 1205.6 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.
2. Water collection and disposal systems.
3. French drains.
4. Water retention gardens.
5. Other water measures which keep surface water away from buildings and aid in
groundwater recharge.
DMSION -5.2 - ENER.GY;EFFIGIENCY
GENERAL
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:
5.303.3.1 Water closets. The effective flush volume of all water closets shall not
❑
exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the
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.
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)' Page 3 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA
DSA PROJECT SUBMITTAL GUIDELINE -4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Cha ter $
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 at one 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
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
❑
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 Califomla 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
Mandatory
Chapter 5 .
OUTDOOR WATER'USE
5.304.6 Outdoor potable water use in landscape areas. For public schools and
community colleges, landscape projects as described in Sections 5.304.6.1 and
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
MW ELO.
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.
DMSION 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 Califomia 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 stringent.
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
0(
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 in depth.
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 ,;
TlMandatoryI [
Cha pter 5.
DIVISION .5.4 -MATERIAL C0N$EKVATN.-AND RESOURCE. EFFICIN0Y
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 jurisdiction 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 documentation 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:
1. Excavated soil and land -clearing debris.
2. Alternate waste reduction 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 new
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.
GL -4 (rev 03-10-17) Page 6 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
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
110,
Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as
the Califomia 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.
D,MSION 5.5 ENVIRONMENTAL QUALITY
POLLUTANT CONTROL
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
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
specked in Subsection 2, below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or
❑
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
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
DSA PROJECT SUBMITTAL GUIDELINE -4
CALGREEN CODE
I APPLICATION MATRIX I =:=_ E I
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
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.
51
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,
N►�
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.
I^
INDOOR MOISTURE CONTROL
5.505.1 Indoor moisture control. Buildings shall meet or exceed the provisions of
[� _
Califomia Building Code, CCR, Title 24, Part'2, Sections 1203 (Vent'ilation) and Chapter"�C
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 riaturally ventilated spaces in
buildings, meet the minimum requirements of Section 120.1 (Requirements For
Ventilation) of the 2016 Califomia 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
DSA PROJECT SUBMITTAL GUIDELINE4
CALGREEN CODE
APPLICATION MATRIX
Mandatory
Chapter 5
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 ora
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. Ld„ or CNEL for military airports shall be determined by the facility Air
Installation Compatible Land Use Zone (AICUZ) plan.
2. Ldp 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 Ldn 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 dBL ,-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
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 (L q -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
5.507.4.3 Interior sound transmission. Wall and floor -ceiling assemblies
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.
GI -4 (rev 03-10-17) Page 11 of 11
DIVISION OF THE STATE ARCHITECT DEPARTMENT OF GENERAL SERVICES STATE OF CALIFORNIA