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32 results for “
"Live Load"
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EFTA01894516
Dataset 10
2012-10-10
1p
279w
…to sustain the requested design loads, specifically as follows: The criteria for application of design loads are follows Governing Code : FBC 10 (IBC 12) Roof Dead Load 2.000 psf plus wt. of metal bldg structure Roof
Live Load
20.00 psf Frame
Live Load
20.00 psf Collateral Load 0.5 psf Wind Load (3 sec gust) : 180 mph Enclosure Type CLOSED Wind Exp. Cat C Wind Imp. Factor 1.00 This certification is limited to the structural design…
https://www.justice.gov/epstein/files/DataSet%2010/EFTA01894516.pdf
EFTA02475239
Dataset 11
2018-04-13
2p
311w
Subject:
Palms & Sylvestries
From:
Richard Kahn <
To:
jeffrey E.
…a
live load
8-10 =m Friday, 4/20 - sail Once Rich receives the invoice for the Triangles, the funds =ill be wired. Please do not hesitate to email or call me at or = if you have any questions. Thank you and kind regards, Daphne On Fri, Apr 13, 2018 at 8:24 AM, Francisco =astaneda < > wrote: Good morning, Just touching base to let you know that we are on schedule =or the Coconuts to
Live Load
…
https://www.justice.gov/epstein/files/DataSet%2011/EFTA02475239.pdf
EFTA01146374
Dataset 9
2012-10-10
1p
308w
…to sustain the requested design loads, specifically as follows: The criteria for application of design loads are follows Governing Code : FBC 10 (IBC 12) Roof Dead Load : 2.000 psf plus wt. of metal bldg structure Roof
Live Load
: 20.00 psf Frame
Live Load
: 20.00 psf Collateral Load : 0.5 psf Wind Load (3 sec gust) : 180 mph Enclosure Type : CLOSED Wind Exp. Cat : C Wind Imp. Factor : 1.00 This certification is limited to the structural design…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01146374.pdf
EFTA01126913
Dataset 9
1p
1,836w
…SHEATHING - PRESSURE TREATED (U.S. P51-83) WITH Vortacel Dona Loads: MAIN ROOF - C8C PRESSURES - PSF MANUFACTURER'S RECOMMENDATION AND WITH APPROVAL OF THE EXTERIOR GIVE AND APA RATED. Floor
Live Load
• 4-Clasr 5. IT SHALL BE THE RESPONSI81LLITY OF THE CONTRACTOR TO BUILDING OFFICIAL. PRESSURE 505F >1005F >5005F PROVIDE TEMPORARY SPACES. SHORES MO GUYS. WHEREVER Roof
Live Load
a 30 psr Mel roofs) We SOL.20psr < 105F 205F 4. ALL. NOTED SHALL W IN ACCORDANCE WITH IBC…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01126913.pdf
EFTA01079956
Dataset 9
2012-10-10
21p
6,237w
…PROVIDED BY MBM AND IN- Collateral Load (psf) = 0.5 CLUDED IN THE ERECTOR'S PACKAGE DELIVERED BY THE TRUCK pc Roof
Live Load
(psf) = 20.00 DRIVER WITH THE BUILDING. MBM IS NOT LIABLE FOR ANY CLAIM I I 0 RESULTING FROM THE USE OF OTHER DRAWINGS. Frame
Live Load
(psf) = 20 Roof Snow Lood (psf) = [3) CHECK SLAB AND ANCHOR BOLT PLACEMENTS BEFORE STANDING ANY a 3 4 Wind Speed (mph ) = 180 FRAMING…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01079956.pdf
EFTA01121737
Dataset 9
2013-08-15
2p
686w
…USVI Daphne Wallace MADE EXCLUSIVELY FOR BUILDING CODES 2009 IBC BUILDING SPECS Wind 155 Width 120' Ground Snow 0 Soil Clam D Length 110'
Live Load
20 Collateral Loac 2 Eave Fit 30' Seismic Value 120% 40% Roof Pitch 1/12 Occupancy Normal Roof Type Gable SECONDARY FRAMING ROOF PANEL GAUGE WALL PANEL GAUGE LEW REW FSW BSW ROOF 24 26 Zee Zee Zee PBR PBR EXTERIOR Zee ' Zee Standing Seam Allied Architectural FEUD I N/A N/A OTHER…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01121737.pdf
EFTA01121735
Dataset 9
2013-08-13
2p
686w
…St Thomas, USVI Daphne Wallace MADE EXCLUSIVELY FOR BUILDING CODES 2009 IBC BUILDING SPECS Wind 155 E> Li D vim, 120' Ground Snow 0 Soil Class 110'
Live Load
20 Collateral Loac 2 Eave H. 30' Seismic Value 120% 40% Roof Pitch 1/12 Occupancy Normal Roof Type Gable SECONDARY FRAMING ROOF PANEL GAUGE WALL PANEL GAUGE LEW REV/ FSW BSW ROOF 24 26 Zee Zee Zee PBR X PBR EXTERIOR Zee Zee Xi Standing Seam Allied Architectural ELLIS, I…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01121735.pdf
EFTA01121732
Dataset 9
2013-08-13
3p
687w
…St Thomas, USVI Daphne Wallace MADE EXCLUSIVELY FOR BUILDING CODES 2009 IBC BUILDING SPECS Wind 155 E> Li D vim, 120' Ground Snow 0 Soil Class 110'
Live Load
20 Collateral Loac 2 Eave H. 30' Seismic Value 120% 40% Roof Pitch 1/12 Occupancy Normal Roof Type Gable SECONDARY FRAMING ROOF PANEL GAUGE WALL PANEL GAUGE LEW REV/ FSW BSW ROOF 24 26 Zee Zee Zee PBR X PBR EXTERIOR Zee Zee Xi Standing Seam Allied Architectural ELLIS, I…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01121732.pdf
EFTA00621937
Dataset 9
2p
657w
…Normal Length 120' Wind Load 145 MPH Snow Root 0 Seismic S1 Column Tapered Thermal Unheated Height 12' Exposure C Snow Is 1.0 Base Deluxe Formed Trim Snow Exp Sheltered Roof Pitch 1.5:12
Live Load
20 Snow Ct I.0 Collateral 0.5 Frame Gable Symmetrical Reducible Yes Snow Ce I.0 Left Endwall Spacing 25923'6•/21'6" Type Post and Beam Bracing Cable Girt Bypass Right Endwall Spacing 21'6723'6725' Type Post and Beam…
https://www.justice.gov/epstein/files/DataSet%209/EFTA00621937.pdf
EFTA00602832
Dataset 9
2015-06-02
3p
1,185w
…Enclosed Occupancy Normal Length 61%4" Wind Load 145 MPH Snow Roof 0 Seismic S1 Column Straight Thermal Unheated Height 18'4720.4 Exposure C Snow Is 1.0 Seismic Co Base Deluxe Formed Trim Snow Exp Sheltered 3164' Root Pitch .5:12
Live Load
20 Snow Ct 1.0 Frame Single Slope Reducible Yes Snow Ce 1.0 Collateral 0.5 Left Endwall Spacing 2 @ 20' Type Post and Beam Bracing Cable Girt Bypass Right Endwall Spacing 2 @ 20…
https://www.justice.gov/epstein/files/DataSet%209/EFTA00602832.pdf
EFTA00798572
Dataset 9
2017-01-31
4p
1,526w
…Street City TBD County TBD State ZZ Zip TBD Country US Virgin Islands Engineering Width Code IBC 2009 Snow Gnd 0 Seismic Ss Shell Enclosed Occupancy Normal Length 80' Wind Load 145 MPH Snow Roof 0 Seismic S1 Column Tapered Thermal Unheated Height 18' Exposure C Snow Is Base Deluxe Formed Trim Snow Exp Sheltered Root Pitch 1.5:12
Live Load
20 Snow Ct Collateral 0.5 Frame Gable Symmetrical Reducible Yes Snow Ce Left Endwall Spacing 28% 24'…
https://www.justice.gov/epstein/files/DataSet%209/EFTA00798572.pdf
EFTA01111046
Dataset 9
2015-06-17
3p
1,049w
…IMAL CAWS YES RX)l SIADING TYPE GS S/S GALAa 28 GAUGE a 'MOTH 61 381" SSPANX &WM( LENGTH 126 60 SIMPLE LAVE IRO/ SS ARCH EAVE HEIGHT 12 20H8 'CAMEO EAVE TRIM LOW ROOF SLOPE 1.5:12 .5:12 FOCOVER TRIM MON MON EstItt.Ir<, BAY SPACING PREMIUM BASE ANGLE COR SP SEis DRILL X COR-SP DES' s% LONGUFE El
LIVE LOAD
20 ROOF SNOW 0 GROUND SNOW 0 LOAD REDUCTION IS ALLOWED ramonsta TonalSS Ken…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01111046.pdf
EFTA00798570
Dataset 9
2p
883w
…Occupancy Normal Length 120' Wind Load 145 MPH Snow Roof 0 Seismic S1 Column Tapered Thermal Unheated Height 12' Exposure C Snow Is 1.0 Base Deluxe Formed Trim Snow Exp Sheltered Roof Pitch 1.5:12
Live Load
20 Snow CI 1.0 Collateral 0.5 Frame Gable Symmetrical Reducible Yes Snow Ce 1.0 Left Endwall Spacing 25'i23'6721'6" Type Post and Beam Bracing Cable Girt Bypass Right Endwall Spacing 21'6723'6725' Type Post and…
https://www.justice.gov/epstein/files/DataSet%209/EFTA00798570.pdf
EFTA01035606
Dataset 9
2019-03-18
2p
181w
Subject:
Fwd: You have a quote from Palmco:LSJE Chris Sheehan 3/18 US Virgin Islands Palms
From:
Ann Rodriquez
To:
Rich Kahn < >, Daphne Wallace
…know if you have any questions. We do require that you arrange the freight pickup directly with Tropical or your preferred carrier but we will assist Tropical with scheduling the loading and we will help ensure they have all the Phyto paperwork they need for transport. We typically "
live load
" the Tropical trailers first thing in the morning the day before shipping. Don't forget to order Diehard Root Reviver Products! Best Regards, MattMcGraw EFTA01035606 Palmco Customer Service Associate EFTA01035607
https://www.justice.gov/epstein/files/DataSet%209/EFTA01035606.pdf
EFTA01084911
Dataset 9
2015-06-17
4p
1,274w
…DIMENSIONS BUILDING CODE 2009 IBC DEFLECTIONS 60 L'Odth 60' Wind I145 MPH EW columns 0 t20 Frame Horizontal 0 Exposure Length 120' Ground snow IL _ Sou class 1 D EW Rafters 0 iso Frame Vertical 0 180 0 90 0 so 2 Wall Girls Frame Seismic 120 psi
Live load
Collateral load El 180 0 ma Ea.< height 12' Root Purlins Frame Crane I Normal enclosed Occupancy Enclosure Wall Panel fl 60 Wind Framing El 60 Root etch…
https://www.justice.gov/epstein/files/DataSet%209/EFTA01084911.pdf
EFTA00794319
Dataset 9
3p
2,913w
…C PIPE 2 2/3x1/2 GALV LS 16GA 24" • Length : 12 2.00 24.00 $20.52 Fr $492.48 CSP BD 12"HUGGER GALV 16GA 24" 1PC - Notes for 1.00 1.00 $61.56 EA $61.56 Quote : w/O-ring gaskets Total $10.321.56 (Tax not included) Net Total $10.321.56 Standard Notes 1.'Customer pickup at the Albuquerque plant. 2.Construction loadings typically exceed the intended post-construction
live load
used for design…
https://www.justice.gov/epstein/files/DataSet%209/EFTA00794319.pdf
EFTA00593873
Dataset 9
7p
1,576w
…Shell Enclosed Occupancy Normal Length 120' Wind Load 145 MPH Snow Root 0 Seismic SI Column Tapered Thermal Unheated Height 12' Exposure C Snow Is 1.0 Ben Deluxe Formed Trim Snow Exp Sheltered Roof Pitch 1 5 12
Live Load
20 Snow Ct 10 Collateral 0.5 Frame Gale Symmetrical Reducible Yes Snow Ca 1.0 Len Encheall Spacing 257275721V Type Post and Boarn Bracing Cable Girt Bypass Right Endwall Spacing 21'6/23S/25' Type Post and Beam …
https://www.justice.gov/epstein/files/DataSet%209/EFTA00593873.pdf
EFTA00614353
Dataset 9
1p
1,833w
…LOADS pet ASCE7-05 RESPECTIVELY. ILIMIXTURES WEN USED SMALL BE PER 3. PLYWOOD SHEATHING - PRESSURE TREATED (U.S. PS7-831 WITH Vertical (Mega Lcedd MAIN ROOF - CRC PRESSURES - PSF NAwFACTuRERS RECOMMENDATION m0 WITH APPROVAL OF THE EXTERIOR GLUE MO APA RATED. Floor
Live Load
= /Oder 5. IT SHALL 8E THE RESPONSIBILLITY OF THE CONTRACTOR TO WADING OFFICIAL. Roof Lois Load = 3D psf (Mt roofs' in% soL.2oper PRESSURE SO5F >1005F >5005F PROVIDE TEMPORARY MACES, SHORES MO GUYS, WHEREVER …
https://www.justice.gov/epstein/files/DataSet%209/EFTA00614353.pdf
EFTA00547975
Dataset 9
2018-08-31
2p
595w
Subject:
Re: Shipping Updates - August 30, 2018
From:
LSJ GSJ <
To:
Daphne Wallace
…(5) toilets, jet ski parts, (8) tires, decorative household accessories - scheduled to sail 8/31 - EDA on STT 9/5 BOL 13308602 - Warren Cat - Caterpillar Model 303E - in TX 8/29 - scheduled to pick up 8/31 - EDA to Tropical FL 9/7 BOL 13310471 - Container 364921-0 -
Live Load
to Kit Larkin 9/4 - concrete bags, wire road mesh, rebar chairs - scheduled to sail 9/5 - EDA on STT 9/9 Awaiting Delivery to Tropical Loranger - (30) 4.5…
https://www.justice.gov/epstein/files/DataSet%209/EFTA00547975.pdf
EFTA00794352
Dataset 9
2019-01-14
3p
954w
…1/14/2019 1 3 DIMENSIONS BUILDING CODE 2015 IBC DEFLECTIONS Width 80' Wind 01 0 MPH Exposure EW Columns a 120 Frame Horizontal 60 snow o ______ BY Rafters a 180 Frame Vertical a 50180 Length 1170' Ground l Sod class Wall Girts a 90 Frame Seismic Cave height 20'
Live load
I 20 psf Collateral load D Roof Purlins a 180 Frame Crane a 100 Occupancy I Normal Enclosure I partial Wall Panel a 60 Wind Framing 60 Roo…
https://www.justice.gov/epstein/files/DataSet%209/EFTA00794352.pdf
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