HomeMy WebLinkAboutCAR PORT PLAN TYPE 8-13-18eALUMINUM SCREEN DESIGN-
Aluminum & Constructi.on Engineeriiog — -
Ian TypesF:
screen Room/Sun Room/Fill In
�ool Screen/Cage (Non -Removable Screen - Designed to withstand actual Wind Speed)
VICar Port �ONCEAIEOFASTENERS ORATTACHMENTS
❑Patio Cover IkECEiVE® ARE THE RESPONSIBILIiYpFTHE
THEig PLANS AND ALL ROPOSED AK CONTRACTOR OF RECORD � ANN
❑ ,I I��dECT TO ANY RRECT-PI,II,l� °� F 1
t fiEl��� �YFIELD IN PECTORS TMA� BY
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r Name: Coastal Aluminum Construction, Inc.
reSS: 496 S Market Avenue
*Cif.y: Fort Pierce
*Zi' Code:34982
*P ''one/Fax: (772)468-0288
*Email:
tinman2287@att.net
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REVIEWED FOR CO I'
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DATE I S.. V-_ 7Y11A
PLANS AND.M%AT hNST BE KEPT ON JOB
G.,N: i ItiSPECT`IION WILL BE MADE. r
5,se One::] Mail ❑ Pick Up ❑ E-File ❑Fed Ex* 3 No of Copies
Fed_Ex option go to www.aluminumsereendesign.com and provide FedEx account #)
nenfi• ❑Check ❑✓ Credit Card*
Credit Card option go to www.aluminumscreendesign.com to pay by credit card)
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Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509)
4401 Vineland Road- Suite A6 Orlando, FL 32811
Office:407-734-1470 Cell: 407-721-2292
Project Manager Paul Thomas 386-479-9504 Fax: 888-�81
Email: aluminumscreendesign(o)_vahoo.com
Website: wv.aluminumscreendesign.com CA#3 vw93
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Elm.„.,.DAturninurn, & Construction Engineering
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,Ul mate Wind Speed (mph). 150 Exposed CategoryE C Risk Category 1
I Cw�+��„ ���r`sn/C��r'.���r„/Gill In•
I ❑ Il�nsulated ❑Pan Roof
❑Futter ❑Fascia ❑Block Wall ❑Conventional Wall El 0 Wall
Uprights X Top Plate X Kick Plate
,Foci r cree t age, :
❑ Dome ❑ Gable ❑ Mansard ❑ Shed/Slope
❑ 'utter ❑Fascia ❑Block Wall ❑ Conventional Wall
Be4ms X Uprights X Purlin X Kick Plate
' card tort:
❑11
Insulated ❑Pan Roof
❑utter ❑Fascia ❑Block wall ❑Conventional Wall ❑ 4t" Wall
Bums X Post X
❑ Ii l ,sulated ❑✓ Pan Roof
❑✓ utter ❑Fascia [-]Block Wall ❑Conventional Wall Z 4th Wall
Be S 2 X 6 Post 3 X 3
cio Crete:
i�
❑✓ Existing ❑ New: 4"Slab ❑Pier ❑Ribbon Footer X
❑ Ravers ❑6" Thickened Edge
Utner:
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall uiilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or
construction between the plans and the general notes and design standard.
die
Enginleer: Michael Thompson, MSc, P.E. (PE#47509)
4401 11
Ipneland Road Suite A6, Orlando, FL 32811
(CA#30930)-Ph 407-734-1470/Fax 407-734-1790