LAWRENCE EXPRESSWAY
365’
150’
250’
VEHICLE
ENTER/ EXIT
INFLATABLES
PUMPKIN
DISPLAY
SERVICE VEHICLE
ENTER/ EXIT
DUMPSTER
HANDICAP TOILET
TOILET
EE
SERVICE EXIT
MGR TRAILER
MGR TRAILER
STORAGE CONTAINER
ENTRANCE
EXIT
ADA
ADA
240’
BENTON STREET
TOILET
CONES
ABC TREE FARMS
PUMPKIN PATCH
3590 BENTON STREET
APN 290-22-154
SLIDE
SMALL
SLIDE
WALKWAY
PAINT
BALL
RANGE
TENT
40 ‘x 80’
20’
N
= LIGHT UP BATTERY
BACK UP EXIT SIGN
EE = EMERGENCY EXIT
LIGHT UP BATTERY
BACK UP
= NO SMOKING SIGNS
= FIRE EXTINGUISHER
ES
ES
ES
NS
NS
NS
NS
NS
FE
FE
FE
FE
ES
FE
FE FE
FE
ESFE
FE
FE
DRAWN BY: HUAN NGUYEN
CONTACT: JERRY KLIMA
TELEPHONE: 503 975 8733
SCALE: 1 INCH
30 FEET
TEMP PP
20x20
CANOPY
20x20
CANOPY
20’
No Hay/Straw/Cardboard within 50' of Tent
$'$
72,/(7
ABC TREE FARMS
CHRISTMAS TREES
3590 BENTON STREET
APN 290-22-154
LAWRENCE EXPRESSWAY
365’
150’
250’
VEHICLE
ENTER/ EXIT
SERVICE VEHICLE
ENTER/ EXIT
DUMPSTER
EE
SERVICE EXIT
MGR TRAILER
MGR TRAILER
STORAGE CONTAINER
ENTRANCE
EXIT
CHRISTMAS
TREE DISPLAY
CHRISTMAS
TREE DISPLAY
ADA
ADA
240’
BENTON STREET
TOILET6
HANDICAP TOILET
CONE6
FLOCKING
BOOTH
TENT
40 ‘x 80’
20’
N
= LIGHT UP BATTERY
BACK UP EXIT SIGN
EE = EMERGENCY EXIT
LIGHT UP BATTERY
BACK UP
= NO SMOKING SIGNS
= FIRE EXTINGUISHER
ES
ES
ES
NS
NS
NS
NS
NS
FE
FE
FE
ES
FE
FEFE FE
FE
ESFE
FE FE
FE
DRAWN BY: HUAN NGUYEN
CONTACT: JERRY KLIMA
TELEPHONE: 503 975 8733
SCALE: 1 INCH
30 FEET
TEMP PP
DESIGN & DEVELOPMENT
CIVIL ENGINEERING – STRUCTURAL ENGINEERING – MECHANICAL ENGINEERING – ELECTRICAL ENGINEERING 425 Virginia Street Suite B, Vallejo CA 94590
Main Tel: 707-648-9571
www.monarchengineers.com
STAKING CALCULATIONS
40’x80’ TENT
FOR
ABC TREE FRAMS, LLC
Project Location: 3590 Benton Street
Santa Clara, California
JOB No. 23-001SCR
DATE: May 19, 2023
MONARCH ENGINEERING WAS ENGAGED TO PROVIDE CALCULATIONS AND CONSULTATION IN CONNECTION WITH THE ABOVE DESCRIBED PROJECT. WE HAVE NO AUTHORITY INSOFAR AS CONTRACTOR’S OR OWNER’S PERSONNEL ARE CONCERNED. OWNER AND CONTRACTOR ARE OBLIGATED TO OBSERVE ALL SAFETY ORDINANCES FOR PROTECTION OR PERSONNEL. IN MAKING USE OF THESE DOCUMENTS, CONTRACTOR/OWNER AGRESS TO HOLD
MOANARCH ENGINEERING HARMLESS FROM ALL COSTS OF LITIGATION THAT MAY ARISE OUT OF ALLEGED DAMAGES OR INJURIES ASSOCIATED WITH THE WORK DEFINED BY THESE DOCUMENTS, INCLUDING ATTORNEY’S
FEES AND JUDGEMENTS, UNLESS IT IS PROVEN THAT SAID INJURIES OR DAMAGES RESULTED FROM ERRORS IN OR OMISSIONS FROM THE DOCUMENTS. MONARCH ENGINEERING DOES NOT PROVIDE GEOTECHNICAL SERVICES, ANY ISSUES RELATING TO SOILS MUST BE REVIEWED BY A GEOTECHNICAL ENGINEER. 6/30/24
This report shows the anchoring requirements for the tent size mentioned on the cover letter. The tent will be in place for less than 180 days so the temporary wind load reduction applies to the calculation criteria per CBC 2022 and ASCE 7-22. This tent will be installed on the existing asphalt parking lot. In The temporary-structure environment one underlying assumption is that the temporary structure is designed and manufactured under a particular building code in effect at the time the structure is manufactured. An unmodified structure is equivalent to an existing building in the sense that an existing building is not re-engineered every time a new code goes into effect. Therefore, the actual structural design of each member is not analyzed every time the structure is installed. A site-specific wind load analysis is done to determine anchoring, or ballasting required for a particular installation. To minimize the risk a high wind management plan is added to this report and is expected that the installer will follow the protocols outlined in the high wind management plan.
High wind management plan has been included in this package to be implemented, as part of this installation. This management plan serves as minimum requirements.
OPERATIONS MANAGEMENT PLAN
IMPLEMENTATION OF PLAN
1. PRIOR TO EACH INSTALLATION, LANTIE R TENT SHALL DESIGNATE A RESPONSIBLE
PERSON IN CHARGE OF IMPLEMENTING ALL PHASES OF THE OPERATIONS MANAGEMENT PLAN.
2. A MEETING SHALL BE HELD AT THE VENUE WITH THE PROMOTER, OWNER OR STAGE
MANAGER TO DISCUSS THE HIGH WIND ACTION PLAN AND OTHER OPERATIONAL ITEMS.
3. THE METHOD OF INITIATING EVENT CANCELLATION OR TENT EVACUATION MUST BE
OUTLINED EXPLICITLY PRIOR TO THE EVENT ALLOWING FOR IMMEDIATE ACTION IF NECESSARY.
4. A COPY OF THIS PLAN SHOULD BE PROVIDED TO LOCAL POLICE OR FIRE
DEPARTMENTS IN ORDER TO HELP USHER PATRONS IN THE EVENT OF AN EVACUATION.
DAILY OPERATIONS PLAN
1. CHECK WEATHER EACH MORNING AND PERIODICALLY THROUGHOUT THE DAY.
2. CHECK TENT BASES AND BALLAST DAILY TO ENSURE ALL REMAIN LEVEL AND PLUMB.
3. CHECK GUY WIRES/STRAPS AND/OR BALLAST ASSEMBLIES DAILY TO VERIFY LINES ARE TENSIONED AND BALLAST HAS NOT MOVED.
4. PROVIDE A DAILY LOG OF THE ABOVE CHECKS FOR EACH INSTALLATION.
HIGH WIND ACTION PLAN
1. THE HIGH WIND ACTION PLAN SHALL BE IN EFFECT FOR THE ENTIRETY OF THE EVENT. AN EVENT SHALL BE DEFINED AS STARTING AT THE INITIAL COMMENCEMENT
OF THE STRUCTURE INSTALLATION AND ENDING ONCE THE STRUCTURE IS COMPLETELY DISMANTLED.
2. A COMPETENT RESPONSIBLE PERSON FROM THE VENUE OR INSTALLER SHALL
BE PRESENT FOR THE DURATION OF THE EVENT TO IMPLEMENT THE HIGH WIND ACTION PLAN (SEE ABOVE).
3. A REGULAR LIAISON WITH LOCAL AIRPORTS AND/OR WEATHER INFORMATION
CENTERS SHALL BE MAINTAINED TO ASCERTAIN IF ANY SIGNIFICANT WEATHER EVENTS ARE EXPECTED IN THE IMMEDIATE VICINITY OF THE STRUCTURE.
4. AN ANEMOMETER SHALL BE PLACED ON THE STRUCTURE TO MONITOR WIND SPEEDS. THE ANEMOMETER SHALL BE PLACED AT THE TOP OF A TOWER OR AN
ADJACENT STRUCTURE AT A HEIGHT EQUIVALENT TO THE HEIGHT OF THE MEAN HEIGHT OF THE ROOF TENT. THE ANEMOMETER SHALL BE LOCATED WITHIN 50 YARDS OF THE STRUCTURE.
5. NOTED WIND SPEEDS ARE 3-SECOND GUSTS IN ACCORDANCE WITH ASCE 7
6. WHEN THE STRUCTURE IS UNATTENDED OR NOT IN USE : ALL DOORS OR OPENINGS SHALL BE KEPT CLOSED.
7. WHEN WIND SPEEDS ARE EXPECTED TO EXCEED 30 MPH : A TEAM OF QUALIFIED PERSONNEL SHALL BE PUT ON ALERT. ALL NECESSARY PERSONNEL SHALL BE IN PLACE AND PUT ON STANDBY.
8. WHEN WIND SPEEDS REACH30 MPH : A TEAM OF QUALIFIED PERSONNEL SHALL START
INSPECTING BALLAST SYSTEM TO MAKE SURE ALL ELEMENTS ARE IN PLACE AND SET UP EVACUATION PLAN.
9. AT WINDS SPEEDS IN EXCESS OF 45 MPH: A TEAM OF QUALIFIED PERSONNEL SHALL START EVACUATION PLAN. VERIFY THAT BALLAST SYSTEM ARE IN PLACE AND NOT MOVING.
10. THE HIGH WIND ACTION PLAN SHALL BE POSTED AT A CONSPICUOUS AREA ON SITE.
IT MUST BE AVAILABLE AT ALL TIMES TO VENUE OPERATORS AND CREW.
Staking Guide 2014 published by the Industrial Fabrics Association International Hard The capacities listed are for the followin conditions:
(very dense) 1) 36" minimum embedment
Very Stiff 2) 1" diameter steel stake
(Dense) 3) stakes angle 0 to 15 degrees
Stiff 4) Fastening hieght 2" or less
(Medium desnse) 5) Load angle 45 degrees
Medium
(Medium)
Soft
(Loose)
Very Soft
(Very loose)
400
Soil Consistency Pullout Capacity (lbs)
2,500
1,600
800
200
100
Group Configuration Effectivness Factor
1.22Double Staking
Three stakes installed in a line
perpendicular to direction of pull 2.76
Three stakes installed in a line
perpendicular to direction of pull
are inclined at 15 degrees
2.46 Six stakes installed in a line
perpendicular to direction of pull 4.68
Four stakes installed in two
columns and two rows and
connected with a gang plate
3.48 Six stakes installed in two
columns and three rows and
connected with a gang plate
4.56 P = Pullout Capacity for a single stake
Pb
Ce Correction factor for embedment depth
Cf
Ci
Cl
Cd
1" diameter steel stake
Pb (lbs.) 800
Ce 1
Cf 1
Ci 1
Cl 1
Cd 1
P (lbs) 800
Correction factor for stake diameter
P = Pb x Ce x Cf x Ci x Cl x Cd < 2,500#
Pullout capacity for satandard stake
Correction factor for stake fastening height
Correction factor for stake inclination
Correction factor for load angle
WIND CRITERIA
II
64 mph ASCE 7-22
Wind Exposure: B
Tent Size 40'x80'x7.67' Exposure B
Occupancy Category:
Basic Wind Speed , V:
MONARCH ENGINEERS
425 Virginia Street, Ste. B, Vallejo CA 94590
Tel: 415-448-6073 - Tel: 707-648-9571
This calculation package is only valid for the tent size specified in the "Tent Size" field below. The use of these type of structure is temporary in nature; therefore this package is only valid for structures that will remain in place for less than 180 days. Any period of time exceeding 180 days is not considered temporary according the current building code. This package only determines the required ballast system necessary for safe application. Structural design of the actual structure had been done by others at the time when the structure was built. We are assuming no modification or alterations have deen done to the structure since it was manufactured; therefore we treat this structure as an existing building for internal connection purposes not required to be brought up to current code every time it is rected.
We have analyzed the ballast system requirements based on ASCE 7-22.
Temporary structures are erected and occupied for periods of 180 days or less, this is equivalent to an 10-year MRI. Therefore the expected risk to experience winds that a permanent structure will experience is its lifetime is much lower. In addition, this installation comes with a high wind management plan to futher reduce the risk of catastrophic failure. Based on this allowance we calculate the potential wind load to be based on 10-year MRI
40x80x7.67 Exp B - ENCLOSED.xlsx
TENT PROPERTIES
40.00 18.00
13.00 27.00
10.00 80.00
7.67 22.36
85 Adj. (0.6)
1.25 psf 0.75 psf
1.25 psf 0.75 psf
Wind Calculations
q
z = 0.00256KzKztKdV
64.00 mph
Kzt = 1.00 ASCE 7-22 Section 26.8.2
Kz= 0.70 ASCE 7-22 Table 26.10-1
Kd = 0.85 ASCE 7-22 Table 26.6-1
Ke = 1.00 ASCE 7-22 Table 26.9-1
0.18 -0.18
qz = 6.24 psf
Roof Slope (degrees):
Bay Width (ft):
Length, B (ft):
V =
Enclosure Classification = Enclosed
Leg Height, z (ft):
GCpi ASCE 7-22 Table 26.13-1
Span, L (ft):
Roof Height, H (ft):
Mean Roof Height, h (ft):
Roof Rafter Length, (ft)
Number of Bays
Roof Equip. Load =
Roof DL =
Number of Legs @ Gable End
40x80x7.67 Exp B - ENCLOSED.xlsx
ASCE 7-10 FIURE 28.3-1
LOAD CASE A
1234 1 E 2 E 3 E 4 E
27 0.55 -0.06 -0.45 -0.39 0.72 -0.13 -0.58 -0.53
LOAD CASE B
1 2 3 4 5 6 1E 2E 3E 4E 5E 6E
27 -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0.43
LOAD CALCULATIONS
LOAD CASE A
C A S E 1234 1 E 2 E 3 E 4 E
GCpi 2.31 -1.50 -3.93 -3.56 3.37 -1.93 -4.74 -4.43
-GCpi 4.55 0.75 -1.68 -1.31 5.62 0.31 -2.50 -2.18
LOAD CASE B
CASE 1 2 3 4 5 6 1E 2E 3E 4E 5E 6E
GCpi -3.93 -5.43 -3.43 -3.93 1.37 -2.93 -4.12 -7.80 -4.43 -4.12 2.68 -3.81 -GCpi -1.68 -3.18 -1.19 -1.68 3.62 -0.69 -1.87 -5.55 -2.18 -1.87 4.93 -1.56 a= 4.00
BUILDING SURFACES
WIND PRESSURE q (psf)
ʾ (϶) BUILDING SURFACE
ʾ (϶)
BUILDING SURFACE
WIND PRESSURE q (psf)
BUILDING SURFACE
40x80x7.67 Exp B - ENCLOSED.xlsx
LOAD CASE A
1234 1 E 2 E 3 E 4 E
552 1,610 1,610 552 61 179 179 61
LOAD CASE B
1 2 3 4 5 6 1E 2E 3E 4E 5E 6E
552 1,610 1,610 552 730 730 61 179 179 61 4 4
LOAD CASE A
C A S E 1234 1 E 2 E 3 E 4 E
GCpi 1,274 -2,411 -6,328 -1,963 207 -346 -848 -272
-GCpi 2,514 1,205 -2,712 -723 344 56 -446 -134
LOAD CASE B
CASE 1 2 3 4 5 6 1E 2E 3E 4E 5E 6E
GCpi -2,170 -8,739 -5,525 -2,170 1,002 -2,140 -253 -1,395 -792 -253 12 -17 -GCpi -930 -5,123 -1,908 -930 2,641 -501 -115 -993 -391 -115 22 -7 FORCE (lbs)
BUILDING SURFACE
FORCE (lbs)
BUILDING SURFACES
AREAS (ft2)
BUILDING SURFACE
AREAS (ft2)
BUILDING SURFACES
40x80x7.67 Exp B - ENCLOSED.xlsx
LOAD CASE A
1234 1 E 2 E 3 E 4 E
2,514 -2,411 -6,328 -1,963 344 -346 -848 -272
LOAD CASE B
1 2 3 4 5 6 1E 2E 3E 4E 5E 6E
-2,170 -8,739 -5,525 -2,170 2,641 -2,140 -253 -1,395 -792 -253 22 -17 FORCE (lbs)
BUILDING SURFACES
FORCE (lbs)
BUILDING SURFACE
40x80x7.67 Exp B - ENCLOSED.xlsx
2a = 8.00 ft
Grid lines 1 & 9
Shear Force, Fs (#)
q (psf) 5.62
Area (ft2) 31
Fs (#) 172 0 172
Uplift Force, Fu (#) D.L.
q (psf) -7.80 0.75
Area (ft2) 89 Total
Fu (#) -563 0 -496
Resultant Force
FR = я(Fs
2 +Fu
2)
FR (#) 525
800 > 525 OK to use one stake(1) One stake =
40x80x7.67 Exp B - ENCLOSED.xlsx
Grid lines 2 & 8
Shear Force, Fs (#)
q (psf) 5.62 4.55 4.55
Area (ft2) 23 15 38 Total
Fs (#) 129 70 175 374
Uplift Force, Fu (#) D.L.
q (psf) -7.80 -5.43 -5.43 0.75
Area (ft2) 67 45 112 Total
Fu (#) -423 -176 -439 -870
Resultant Force
FR = я(Fs
2 +Fu
2)
FR (#) 795
976 > 795 OK to use two stakes(2) Two stakes =
40x80x7.67 Exp B - ENCLOSED.xlsx
Grid lines 3 & 7
Shear Force, Fs (#)
q (psf) 4.55
Area (ft2) 77 Total
Fs (#) 349 0 0 349
Uplift Force, Fu (#) D.L.
q (psf) -1.50 0.75
Area (ft2) 224 Total
Fu (#) -335 0 0 -167
Resultant Force
FR = я(Fs
2 +Fu
2)
FR (#) 349
800 > 349 OK to use one stake(1) One stake =
40x80x7.67 Exp B - ENCLOSED.xlsx
7'-8"
(TYP)
10'-0" 10'-0"
40'-0"
10'-0" 10'-0"
80'-0"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 2 STAKE BAR W/ 3 STAKES ALONG
LONGITUDINAL SIDES OF TENT
GUY LINE CONNECTS
TENT TO STAKE BAR (TYP)
7'-8"
(TYP)
1 SINGLE STAKE PER LEG ON TRANSVERSE SIDE, TYP
7'-8" 10'-0"
CONNECT GUY LINE
TO ROOF'S EAVE (TYP)
10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
80'-0"
10'-0" 10'-0" 10'-0"
7'-8" 10'-0"
CONNECT GUY LINE
TO ROOF'S EAVE (TYP)
40'-0"
LEGEND
SINGLE STAKE
STAKE BAR W/ 3 STAKES
TOTAL NUMBER OF SINGLE-STAKE ANCHORS = 10
TOTAL NUMBER OF GROUP-STAKE ANCHORS = 22
40' X 80' FRAME HIP END TENT
ABC TREE FARMS
3590 BENTON ST.
SANTA CLARA, CA
REVISION HISTORY
TEL (707) 648-9571
TEL (415) 448-6073
40' X 80' FRAME HIP END TENT
SCALE: 1/16"=1'-0"
1 LONGITUDINAL ELEVATION
SCALE: 1/16" = 1'-0"
2 TRANSVERSE SECTION
SCALE: 1/16" = 1'-0"
1 S-2.0
2 S-2.0
TYP.
2 S-2.0
2 S-2.0
2 S-2.0
(E) GRADE
1"Ø STEEL STAKE, PER
PLAN
GUY WIRE OR STRAPS,
10,000 LBS RATING MIN. TYP.
36" MIN.
EMBEDMENT
FIRST STAKE 10' FROM TENT LEG
(E) GRADE
STEEL BRACKET
1"Ø STEEL STAKE, TYP.
GUY WIRE OR STRAPS,
10,000 LBS RATING MIN. TYP.
36" MIN.
EMBEDMENT
STAKE BRACKET 7.67' FROM TENT LEG
TWO STAKE
BRACKET PLAN
VIEW, 1"Ø STEEL
STAKES
REVISION HISTORY
TEL (707) 648-9571
TEL (415) 448-6073
1 SINGLE STAKE DETAIL
SCALE: NTS
2 TWO STAKE DETAIL
SCALE: NTS
40' X 80' FRAME HIP END TENT
ABC TREE FARMS
3590 BENTON ST.
SANTA CLARA, CA
ASCE 7 Hazards Report
Address:
3590 Benton St
Santa Clara, California
95051
Standard: ASCE/SEI 7-22 Latitude: 37.345026
Risk Category: II Longitude: -121.995206
Soil Class: Default Elevation: 118.92212725038983 ft
(NAVD 88)
Wind
Results:
Wind Speed 92 Vmph
10-year MRI 64 Vmph
25-year MRI 70 Vmph
50-year MRI 74 Vmph
100-year MRI 79 Vmph
300-year MRI 87 Vmph
700-year MRI 92 Vmph
1,700-year MRI 99 Vmph
3,000-year MRI 103 Vmph
10,000-year MRI 112 Vmph
100,000-year MRI 129 Vmph
1,000,000-year MRI 147 Vmph
Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri May 19 2023
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds.
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2.
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool.
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Accessories
4 Corner Leg Brace D-tube
4 Ratchet ropes and
(8) Stakes
80 Feet—Sidewall
2 Tee leg brace D-tube
Tops Options
White 13oz. Translucent
White 15oz. Blackout
Colors (Solid or vertical stripe)
Frame Requirement
D-Tube only
Poles Color
4 19’4” Spreader Red
4 7’8” Legs Black
Fittings
4 QuickPeak Corner C1051
1 Mast set for 20x MAST20x
1 Cable set 20x CBQP20x
4 QP Base Plate C1011-Q
4 Ratchet ropes ROPE003
16 Canopy Pins P103
C e r t i f i c a t e o f F l a m e R e s i s t a n c e Registered
Application
Number
F419.01
Issued By
Central Tent
Santa Clarita, CA
Date of Manufacture:
This is to certify that the materials described have been flame retardant treated (or are inherently nonflammable).
For Address
City State Zip
Certification is hereby made that :
The articles described on this certificate have been treated with a flame-retardant fabric or material registered and approved by the State of California Fire Marshal. The article meets the NFPA-701 Flame retardant standard.
Trade name of flame-resistant fabric or material used: Lam-Tex Reg. F419.01
The Flame Retardant Process Used will not be Removed by Washing.
Type, Color, and weight of canvas / vinyl:
Description:
Name of Applicator of Flame Resistant Finish:
California Combining Corporation
Signature
Central Tent Manufacturer
12/5/14
ABC Tree Farms, LLC PMB 367 - 25 NW 23rd Pl., Ste 6
Portland OR 97210
White, Vinyl, 15oz
(2) - 20x20 Complete Q-Peak, D-Tube, White Blackout, 15oz