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OFFICE USE ONLY: l q
DATE FILED: a 6 E ( D
REVISION FEE: ' Oo
PERMIT # 1708-0293
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE "ItN'
FORT PIERCE, FL 34982-5652
(772) 462.1553 pe"�7/tj '96'?OIB
St �t' 9 0
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION rah, enF
LOCATION/SITE
ADDRESS:
8335 Calumet Court, Port Saint Lucie
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Change Layout of Pool Enclosure
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: Coastal Aluminum Construction, Inc.
QUALIFIERS NAME: William Dramble
ADDRESS: 496 S Market Avenue
CITY: Fort Pierce STATE: FL
PHONE (DAYTIME): (772)468-0288
OWNER/BUILDER INFORMATION:
NAME: Imran Malik
ADDRESS: 8335 Calumet Court
CITY: Port Saint Lucie
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME: Aluminum Screen Design
ADDRESS: 4401 Vineland Road Ste A6
CITY: Orlando
PHONE (DAYTIME): (407)734-1470
STATE:
ST. LUCIE CO CERT. #: 20128
FAX:
FL
FAX:
ZIP: 34982
ZIP: 34986
FL ZIP: _
FAX: (888)923-8181
SLCCC: 9123109
Revised 06130117 REVISION
32811
25
Construction; .Inc.
496 S. Market Avenue
Fort Pierce,. FL 34982
In the event of a conflict in member sizes shown on
the Plans and the generAi notes, tha contractor must
utilize the More auingaflf member slza raqulromont%
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2'
2.
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ALUMINUM SCREEN DESIGN
1" GUTTER STRAP IS ATTACHED
TO GUTTER WITH #10 1" & INTO
FASCIA WITH #10 2" PER STRAP
24" O.C. MAX 4" FROM EACH UPRIGHT
BEAM TO FASCIA
SEE GENERAL NOTES
& DESIGN STANDARD
FOR ADDITIONAL
SMB
BEAM IS ATTACHED TO GUTTER W/
2X2X1/8" ANGLE & (4) #10 1" PER SIDE
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/ 708
O ST. LUCIF L-, TN-- RUILDEVO _ SION
REVIEWOR COIAPL
y
JuAliL i
PLANS AND PERMI MUST E KEPT ON JOB
\ OR NO INSPECTION WILL E 'ODE.
(3) # 10 2" SMS, PLACE WASHER
UNDER SCREW IN GUSSET CORNER
,. .
ARE THE RESPONSIBILITY C.; i
CONTRUWF RECORD
•
�W NOTES •
1. GUSSET DIMENSIONS ARE MINIMUM
X 8" ON BOTH SIDE OF BEAM, MAYBE
Q INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES ADD OR
SUBTRACT TO MAINTAIN A 1-1/4" O.C.
SCREW SPACING W/ (10) SCREWS
3. GUSSET LENGTH REMAINS CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
BEAM TO WALL • • •
THESE PLANS AND ALL PROPOSE WORK
2X2 IS ATTACHED TO sTRucTuRE WARE SUBJECT TO ANY CORRECTIONS • • •
4" X 1/4" TAPCONS (910 4" IF TO WOOPEQUIRED BY FIELD INSPECTORS THAT
STRUCTURE) 6" FROM ENDS 24" O.C. •
��M./nA�'Y''Bpp''E NECESSARY IN ORDER TO • •
• 2X2 ANGLE IS ATTACHED TC�HE+NF�Y WITHAL APPUCABLE C ODES.
WITH (2) #10 1" & INTO BLOCK WITH
• 2-1/4" X 1/4" TAPCON
• • •
• • •
-1/4 O.C.
SMS 1-1/4 O.C.
AlaZAACREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
�CREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6
M THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017
PHON_ E:.407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO, FL 32811
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 47509
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION -
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS A#3 093 0
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