EL CAMINO REAL
BOWE AVE
MOON LIGHT
CENTER
ABC TREE FARMS
PUMPKIN PATCH
APN 290 - 06 - 020
2610 EL CAMINO REAL
SANTA CLARA, CA DRAWN BY: HUAN NGUYENCONTACT: JERRY KLIMATELEPHONE: 503 975 8733 1 INCH25 FEETSCALE:
NS
W
E
LARGE
SLIDE
SMALL
SLIDE
CANOPY
20’ x 20’
CANOPY
20’ x 20’
CANOPY
20’ x 20’
PLAY AREA
PIRATE SHIP
12’ x 30’
TENT
40’ x 40’STORAGE
CONTAINER
ASSTMGR RV
MGR RV
8’ x 20’
JUMPER
15’ x 15’
3 IN 1
20’ x 20’
X
PARKING
160’
140’
110’
45’
35’ 35’
ADA
TOILET
CONES+ DIRECTIONALS
FOR VEHICLES
TEMPORARY
TOILETS
PAINT
BALL
RANGE
SLIDESLIDE
KIDDIE
PLAY
AREA
15’ x 20’
TENT
40’ x 40’
CUSTOMER
ENTRANCE / EXIT
(2) 200AMP
TEMP
POWER
= LIGHT UP BATTERY
BACKUP EXIT SIGNS
EE = LIGHT UP BATTERY
BACKUP EXIT SIGNS
= NO SMOKING SIGNS
= FIRE EXTINGUISHER
ES
ES
ES
NS
NSNSNS
FE
FE FE
FE
FE
FE FE
FEFE
FE
JUMPER
20’ x 20’
EE
FE
0 0
0 ......
,,
/
I
0 \'
t
Central Tent 1-661-290-3375 Phone, 1-661-222-7816 Fax, Central Tent 1-800-997-8368 Toll Free, Page: 24 Central Tent — Commercial Frame Tent — Central Tent — Quality Frame Tent — Central Tent — Commercial Frame Tent — Central T ent — Quality Frame Tent — Central Tent — Commercial Frame Tent — Central Tent — Quality Frame Tent — Central Tent — Commerc ial Frame Tent — Central Central Tent 1-661-290-3375 Phone, 1-661-222-7816 Fax, Central Tent 1-800-997-8368 Toll Free, Page: 24 Central Tent — Commercial Frame Tent — Central Tent — Quality Frame Tent — Central Tent — Commercial Frame Tent — Central Tent — Quality Frame Tent — Central Tent — Commercial Frame Tent — Central Tent — Quality Frame Tent — Central Tent — Commercial Frame Tent — Central 40x40 Frame Tent
Poles Color
4 21’10” Hip Rafter Red
16 14’4” Spreader Red
8 10’6” Rafter Green
16 7’8” Legs Black
16 9’4” Spreader White
Accessories
4 Corner Leg Braces
8 Tee Joint Leg Braces
20 Ropes and Stakes
(16 Minimum)
160 Feet-Sidewall
Fittings
4 Corner C1001
1 8 Way Crown C1007
8 Side Tee Joint C1003
4 6 Way Side Tee C1002
4 6 Way Hip Joint C1009
120 Canopy Pins P102
Tops Options
White 13oz. Translucent
White 15oz. Blackout
Colors (Solid or stripe)
Expandable 2 pieces.
Frame Options
2 in. Frame standard
D-Tube Heavy duty
10 <- 1:'"3" -> ;
79~ .. ~ 10'
"
40'
~___,:1 IO'
1 :r
~ T
Standard Pitch
10'-0"
11 <ttrtititatt of jflame lt\tststanct
REGISTERED
APPLICATION
CONaRNNo.
I FA-415011
ISSUED BY
ANZA TENT DESIGN
375 MAPLE AVE
TORRANCE, CA.
Dole freofed or
manufactured
11/2007
Thi, is to certify that the materials described on the rever.se side hereof have been Rome retardant treated ( or are inherently nonllammable ).
FOR ABC Seasonal Specialty Supply ADDRESS 238.0 Monroe Street CITY Santa Clara STATE_ Califor_n_i_a _________ _
□
Certilicafion is hereby made that: (Check "a" or "b")
(a) The ortlcles described on the reverse side of this Certiflcate have been treated with a flame-retardant chemical approved and registered by the State Fire Marshal ond that the application of said chemical was done in conformance with 1he laws of the State of California and the Rules and Regulations of the State Fire Marshal.
Name of chemical used .................................. ·-···•·······················Chem. Reg. No •.•.........••.••..••.. : •....
Method of application ..................................................................................................................... ; .. ~ (b) The articles described on the reverse side hereof are made from a flame--resistant fabric or material L!J registered and approved by the State Fire Marshal for such use, Trade name of flame-resistant fabric or material used ........................................ Reg. No .. I~:~.~.~.Ql The Flame Retardant Process Used ____ Will.Not _______ Be Removed by Washing (wlll or wlll not}
Armando Gonzalez
Name of Applicator or Production Superintendent
B Jim Choura-President y _____________ _
Title
12 CONTROL NO. _____________ _
CUSTOMER ORDER NO, _________ _
CUSTOMER INVOICE NO, ________ _
YARDS OR QUANTITY _________ _
COLO.~----------------
STYL~---------------~---'-'-
DATE PROCESSED __________ _
2- 40
1 x40
1 (2pc) •16oz. b/o white .frame canopy top
1- 40'x60' (3pc) 16oz. b/o white frame c.anopy , top
with 40'x20' 16oz. b/o white canopy middle . . .,,.,,., - --------- ------
13 40' x 40' x 8' CANOPY
RED 10' 6"
WHITE 9'4"
PARTS LIST
Qty Pipe Wt. per Total Qty Fittings · Wt. per Total Qty Accessories Wt. per Total 16 7' 8" (Legs) 7 lbs 112lbs 4 Corners 5 lbs 20 lbs 1 40x40 Top 267lbs 2671bs 8 1 0' 6"(Hip Rafter) 9 lbs 72 lbs 1 8 Way Crown 13 lbs 13 lbs 116 Pins 1/2 lbs 58 lbs 16 14' 4"(Hip Rafter) 13 lbs 208lbs 8 Tee Fittings 6 lbs 48 lbs 16 9' 4" (Spreader) 8 lbs 128lbs 4 Inter-fittings 6 lbs 24 lbs 4 21' l0 112"(Spreader) 19 lbs 76lbs 4 Special Tee fit. 10 lbs 40 lbs Total Weight: 1066 lbs
ABC TREE FARMS
CHRISTMAS TREE LOT
APN 290 - 06 - 020
2610 EL CAMINO REAL
SANTA CLARA, CA
ASSTMGR RV
EL CAMINO REAL
BOWE AVE
MOON LIGHT
CENTER
DRAWN BY: HUAN NGUYENCONTACT: JERRY KLIMATELEPHONE: 503 975 8733 1 INCH25 FEETSCALE:
TENT
40’ x 100’
STORAGE
CONTAINER
MGR RV
8’ x 20’ CUSTOMER
ENTRANCE / EXIT
(2) 200AMP
TEMP
POWER
X
PARKING
160’
125’
110’
45’
35’ 35’
CONES+ DIRECTIONALS
FOR VEHICLES
TRASH
CHRISTMAS
TREE
SALES AREA
ADA
TOILET
TEMPORARY
TOILETS
ES
ES
ES
NSNSNS
NS
W
E
= LIGHT UP BATTERY
BACKUP EXIT SIGNS
EE = LIGHT UP BATTERY
BACKUP EXIT SIGNS
= NO SMOKING SIGNS
= FIRE EXTINGUISHER
ES
NS
FE
FE
FE
FE
FE
FE
FE FE
FE
FE
FE
FE
EE
15 0
0 0
'\ I/
,, ......
/ I \'
t
10'-0" 10'-0" 10'-0" 10'-0"
1 10'-0"10'-0"10'-0"10'-0"
100'-0"
STAKE BAR W/ 3 STAKES ALONG
LONGITUDINAL SIDES OF TENT (TYP)
SEE DETAIL 4
100'-0"
7'-8"10'-0"
10'-0" 10'-0" 10'-0"10'-0"
LONGITIDUNAL ELEVATION
NOT TO SCALE
1 10'-0" 10'-0"10'-0"
GUY LINE CONNECTS
TENT TO STAKE BAR (TYP)
10'-0"
2 10'-0" 10'-0" 10'-0"
40' x 100' FRAME HIP END TENT
NOT TO SCALE
1"Ø x 36" STAKE ALONG TRANSVERSE
SIDE OF TENT (TYP)
SEE DETAIL 3
40' x 100' FRAME HIP END TENT
NOT TO SCALE
10'-0"
45°
45°
7'-8"
(TYP)
7'-8"
(TYP)
40'-0"
7'-8"10'-0"
45°
45°
TRANSVERSE SECTION
NOT TO SCALE
2 10'-0" 10'-0"
40'-0"
10'-0" 10'-0"
CONNECT GUY LINE
TO ROOF'S EAVE (TYP)
CONNECT GUY LINE
TO ROOF'S EAVE (TYP)
34 SINGLE STAKE
SEE DETAIL 3
STAKE BAR W/ 3 STAKES
SEE DETAIL 4
LEGEND
TOTAL NUMBER OF SINGLE-STAKE ANCHORS = 10
TOTAL NUMBER OF GROUP-STAKE ANCHORS = 22
DETAIL OF SINGLE STAKE (TYP)
NOT TO SCALE
3 OUTGUY CONNECTION
TO TENT FRAME (TYP)
45°
4 1" Ø x 36"
TENT STAKE (TYP)
OUTGUY CONNECTION
TO TENT FRAME (TYP)
DETAIL OF GROUP STAKING (TYP)
NOT TO SCALE
1" Ø x 36" STAKE
PER LOCATION
ALONG TRANSVERSE
SIDE OF TENT (TYP)
STAKE BAR PERPENDICULAR
TO TENSION LINE (TYP)
NOTE: USE 3 STAKES
-81( 20
NOT TO SCALE
GEISSLER ENGINEERING
Civil Structural
235 MONTGOMERY STREET SUITE 1011
SAN FRANCISCO, CA 94104
TEL: (415) 760 - 5636
E17 - 2343
S1
40' x 100' FRAME HIP END TENT
EL CAMINO REAL SANTA
CLARA, CA 95051
40' x 100' HIP END TENT
EL CAMINO REAL
SANTA CLARA, CA 95051
16 General Notes
I--
Lf--------l"-0--:J----------'
~
Peter Geissler, Ph.D., P.E.
Consulting Civil Engineer
17 WIND LOADING ANALYSIS
40' x 100' AZTEC TENT ANALYSIS
Date: 10 t h June 2021
Site:
Client:
26 10 El Camino Real
Santa Clara, CA 95051
Jerry Klima
ABC Tree Farms
Ref: Geissler Engineering Project No. E 1 7 - 2343
Drawings by Geissler Engineering dated 10 June 2021
Building Code: 2019 California Building Code
ASCE 7- 10
SCOPE OF WORK
At issue is the anchorage adequacy of the 40' x 1 00' Aztec Tent Frame.
WIND LOADING ANALYSIS
The Directional Procedure (Sect. 2 7.1, ASCE 7-1 0) is used to determ ine the wind loading pressures and the facto red (as per required load combinations) wind loading pressures act ing on both structures.
Step 1. - Determine risk category
Risk Category = I
Step 2. - Determine the basic wind speed
Basic Wind Speed, V = 90 mph
Step 3. - Determine the wind load parameters
Wind directionality factor , Ko = 0.85
Exposure Category= "C"
Topographic factor , Kzt = 1.0
Gust Effect Factor , G = 0.85
(Table 1.5- 1,ASCE 7-10)
(As per local Fire Marshall ordinance)
(Table 26.6-1 , ASCE 7- 10)
(Sect. 26.7 , ASCE 7-10)
(Sect . 26.8 , ASCE 7- 10)
(Sect. 26.9, ASCE 7- 10)
2 18
Internal Pressure Coefficient , GCp; = ± 0.00 (Sect. 26. 11 , ASCE 7-10) Step 4 . - Determine velocity pressure exposure coefficient The wind velocity pressure exposure coeff icient, Kz, varies and is dependent on the height above ground. (Table 27.3- 1, ASCE 7-10)
height above velocity pressure
ground, z (ft) exposure
coeffic ient, Kz
0- 15 0.85
20 0.90
25 0.94
30 0.98
Kh is evaluat ed at the mean roof height. The mean roof height of the tent , h, and Kh is the following. h = 1 2.67ft
Kh = 0 .85
mean roof height
(Table 27.3-1 , ASCE 7-10)
3 19
Step 5 . - Determine velocity pre55ure
Velocity Pressure, qz, evaluated at height z is determined by the following equation:
qz = 0.00256 Kz Kzt Ka V2 (Eqn. 27.3-1, ASCE 7-10)
Velocity Wind Basic Wind velocity Height above pressure Topographic Directiona lity Speed, V pressure, qz ground, z (ft) exposure Facto r, Kzt coefficient, Kz Factor , Kd (mph) (psf)
0- 15 0.85 1 0.85 100 14.98
20 0.9 1 0.85 100 15.86
25 0.94 1 0.85 100 16.57
30 0.98 1 0.85 100 17.27
Height of the tent walls do not exceed 15 ft. However, the value for qz and qh shall be taken as the same for conservative design.
qz = qh = 0.00256 (0.85) (1.0) (0.85) (90) 2 = 14.98 psf Step 6. - Determine external pre55Ure coefficient5
Externa l pressure coefficients, Cp, are determined for two wind directions: (i) parallel to the short tent dimension and; (ii) parallel to the long tent dimension. External pressure coefficie nts, Cp, are determ ined as per Figure 27.4-1, ASCE 7-10 and tabu lated below.
The externa l and net wind pressures are:
MWFRS Pre55ure5: Wind Parallel To Short Building Direction Pnet = Pexcp; (psf)
Surface z (ft) qz (psf) G Cp pext = qzGCp GCp;= GCp;=
0.18 -0.18
Windward Wall All 14.98 0.85 0.8 10.19 7.49 12.88
Leeward Wall All 14.98 0.85 -0.5 -6.37 -9.06 -3 .67
Side Walls All 14.98 0.85 -0.7 -8.91 -11.61 -6.22
Windward Roof 14.98 0.85 -0.2 -2.55 -5.24 0.15 -
14.98 0.85 0.3 3 .82 1.12 6.52
Leeward Roof All 14.98 0.85 -0.6 -7.64 -10.34 -4.94
Plus and minus signs signify pressures acting toward and away from the surfaces respective ly. 4 20
MWFRS Pre55ure5: Wind Parallel To Long Building Direction Pnet = Pexcp; (psf)
Surface z (ft) qz (psf) G Cp pext = qzGCp GCr; = GCr; =
0.18 -0.18
Windward Wall All 14.98 0.85 0.8 10.19 7.49 12.88
Leeward Wall All 14.98 0.85 -0.5 -6.37 -9.06 -3.67
Side Walls All 14.98 0 .85 -0.7 -8.91 -11 .61 -6.22
0- h 14.98 0 .85 -0.9 -11.46 -14.16 -8.76
14.98 0.85 -0.1 8 -2.29 -4.99 0.40
Roofs h - 2h 14.98 0 .85 -0.5 -6.37 -9.06 -3.67
14.98 0 .85 -0.18 -2 .29 -4.99 0.40
> 2h 14.98 0.85 -0.3 -3.82 -6.52 -1.12
14.98 0 .85 -0.18 -2 .29 -4.99 0.40
Plus and minus signs signify pressures acting toward and away from the surfaces respectively.
Step 7 - Determine the wind pre55ure, P
The tent is enclosed. Therefore, the wind pressure, P, shall be determined as per equation 2 7.4-1, ASCE 7-10.
design wind pressure
Wind Parallel To Short Tent Direction - De5ign Pre55ure5, P (p5f) Load Ca5e Windward Wall Windward Roof Leeward Roof Leeward Wall A 10.19 -2.55 -7.64 -6.73
B 10.19 3.82 -7.64 -6 .73
Wind Parallel To Long Tent Direction - De5ign Pre55ure5, P (p5f) Load Ca5e Windward Leeward Roof Zone Roof Zone Roof Zone Wall Wall (O-h) (h - 2h) (>2h)
C 10.19 -6.37 -11.46 -6.37 -3.82
D 10.19 -6.37 -2.29 -2.29 -2.29
The forces acting on each tent surface in all cases are tabulated as follows. 5 21
Load Ca5e A: Wind Parallel To Short Tent Direction
Horizontal Vertica l Sum of Sum of
Surface Area Pext = Force, F Force, Fx Force, Fy Horizontal Vertica l (sq. ft.) qzGCr (lb) (lb) (lb) Forces, Fxnet Forces, FYnet (lb) (lb)
Windward
Wall 767 10.19 7,810 7,810 0
Leeward
Wall 767 -6.37 -4,882 4,882 0 17,770 -20 ,39 1 Windward Roof 2,236 -2.55 -5,695 -2,539 -5,098
Leeward
Roof 2,236 -7.64 -17,085 7,617 -15,293
Load Ca5e B: Wind Parallel To Short Tent Direction
Horizontal Vertica l Sum of Sum of
Surface Area Pext = Force, F Force, Fx Force, FY Horizontal Vertica l (sq. ft.) qzGCr (lb) (lb) (lb) Forces, Fxnet Forces, FYnet (lb) (lb)
Windward
Wall 767 10.19 7,810 7,8 10 0
Leeward
Wall 767 -6.37 -4,882 4,882 0 24,118 -7,647 Windward
Roof 2,236 3.82 8,543 3,809 7,647
Leeward
Roof 2,236 -7.64 -17,085 7,617 -15,293
6 22
Load Case C: Wind Parallel To Long Tent Direction
Horizontal Vertical Sum of Sum of
Surface Area Pext = Force, F Force , Fx Force , Fy Horizontal Vertica l (sq. ft.) qzGCp (lb) (lb) (lb) Forces, Fxnet Forces, FYnet (lb) (lb)
Windward Wall 507 10.19 5,162 5,162 0
Leeward Wall 507 -6.37 -3,226 3,226 0
0-h 566 -11.46 -6,492 0 -5,811 8,388 -20,459
Roof h- 2h Zone 566 -6.37 -3,607 0 -3,229
>2h 3,339 -3.82 -12 ,757 0 -11,419
Load Case D: Wind Parallel To Long Tent Direction
Horizontal Vertica l Sum of Sum of
Surface Area pext = Force , F Force , Fx Force, Fy Horizontal Vertica l (sq. ft.) qzGCp (lb) (lb) (lb) Forces , Fxnet Forces , FYnet (lb) (lb)
Windward Wall 507 10.19 5,162 5,162 0
Leeward Wall 507 -6.37 -3,226 3,226 0
0-h 566 -2 .29 -1 ,298 0 -1, 162 8,388 -9,176
Roof h- 2h Zone 566 -2 .29 -1,298 0 -1, 162
>2 h 3339 -2.29 -7,654 0 -6,851
7
23 Step 8 - Consider load combinations
Most severe lateral force
Most severe uplift force
Sum of Lateral and Uplift Forces
Load Case Fx
A 17,770
B 24,118
C 8,388
D 8 ,388
F iatera l = 24, 118 lb
F uplift = -20,459 lb
Fy
-20,391
-7,647
-20,459
-9,176
The basic load combination that accommodates for the worst case shall be taken:
F coMBINATION = 0.6 D + 0.6 W
Factored lateral force
Factored uplift force
(Sect. 2.4.1, ASCE 7-10)
Factored (0.6W) Sum of
Lateral and Uplift Forces
Load Case Fx Fy
A 10,662 -12,234
B 14,471 -4,588
C 5,033 -12,275
D 5,033 -5,506
Governing: 14,471 -12,275
(0.6) (24,118) = 14,471 lb
(0.6) (-20,459) = -12,275 lb
Evaluate Proposed Staking Layout
Stakes are used as the primary anchoring method to prevent uplift and sliding caused by wind loading. The stakes are connected to the tent's framing members at the roofs eave height by way of guy lines (tens ion lines). Stakes are 1 inch in diameter and 36 inches in lengt h. Stakes are required to be completely embedded into earth.
See drawings by Geissler Engineering dated 30 August 2017. 8 24
Staking Anchorage Reauirements: •
Stake pullout strength is determined as per 2006 IFAI PulloutCapacityofTentStakes.
Pullout Capacity for a Sin~le Stakes
Pb= 800 lb pullout capacity for a sta ndard stake (the baseline case) Ce= 1.0 correction factor for embedment depth
Cf = 1.0 correction factor for fastening height
C;= 1.0 correction factor for stake inclination
Cd= 1.0 correction factor for stake diameter
C1= 0.9 correction factor for load angle
pullout capacity for a single stake
....._ ___ P_=_6_8_0 __ lb __ ....,I allowable tension for single stake Pullout Capacity for Grouped Stakes
Number of Stakes= 3 stakes three stakes insta lled in a line perpendicular to direction of pull
P = Pb x Ce x Cf x Ci x Cl x Cd x Cg pullout capacity for a grouped stakes Pg= 1,877 lb allowable tension for grouped stakes
9 25
Longitudinal Wall (Long Wall)
Single stake anchorage locations =
Group stake anchorage locations=
Number of anchorage locations=
Transverse Wall (Short Wall)
Single stake anchorage locations =
Group stake anchorage locations =
Number of anchorage locations=
*Tota l number of anchorage locations for entire tent=
(*Corners have 2 anchors insta lled in both isometric directions.
This conditio n has been considered)
Check Lateral Wind Loading Against Proposed Anchorage
Governing Lateral Force, Fiateral =
Number of anchorage locations in tension=
Tension at each anchorage location, FrL =
(F1atera1/ number of anchorage locations in tension)
Number of single-stakes in tension=
Combined tensile strength of single-stake locations=
Number of group-stakes in tension=
Combined tensile strength of group-stake locations=
Resistance against lateral wind loading=
DIC=
Check Uplift Wind Loading Against Proposed Anchorage
Governing Uplift Force, Fup111t =
Number of anchorage locations in tension=
Tension at each anchorage location , FrL =
(FupliW number of anchorage locations in tension)
Number of single-stakes in tension=
Combined tensile strength of single-stake locations=
Number of group-stakes in tension=
Combined tensi le strength of group-stake locations=
Resistance against uplift wind loading =
DIC=
0 locations
11 locations
11 locations
5 locations
0 locations
5 locations
32 locations
14,471 lb
21 locations
689 lb
10 6 ,800 lb
1 1
20,645 lb
27,456 lb
1.90 PASS
12,275 lb
32 locations
384 lb
10 6 ,800 lb
22 41,290 lb
48,090 lb
3 .92 PASS
26 CALIFORNIA DEPARTMENT O.F' FORESTRY and FIRE PROTECTION
OFFICE OF THE STATE FIRE MARSHAL
REGISTERED FLAME RESISTANT PRODUCT
Product :
SOLAR TENT 16 OZ; 13 OZ
Product Marketed By:
LARK INTERNATIONAL INC
9820 BELL RANCH DR #102
SANTA FE SPRINGS, CA 90670
Re qistration No.
F-92801
This product meets the minimum requirements of flarnt: resistunce established by the California State Fire Marshal (or producrs identified iu Section lJ 115. California Health and Safety Code.
The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LlST Of FLAME RETARDANT CHEl'vUCALSAND FABRICS, GENERAL AND LIMITED AI'PLlCATJONS CONCERNS published by the California State Fire Marshal.
Expire: 6/30/2019
Deputy State Fi~e Marshal
27 CARP.A SUPPLY
Qoa.lltll v .. c-~
TOLL FREE: 844-756-4495
CELL: 786-512-3940
www:cargas
:'HIO:.. ... ~.
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Wl'QMii:~m
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