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PLOT PLAN
SECTION 12
TOWNSHIP
35
SCALE: N.T.S.
RANGE 38
ST.
PROT0001-5
LUCIE
COUNTY
BUILDING
PROJECT NAME: (SEE TITLE BLOCK)
ARCHITECT / ENGINEER: STEVE G. W000, P.E.
TYPE OF CONSTRUCTION: C55 IXI STEE X
BUILDING DESIGN: ENCLOSED IXI PARCIALLY ENCL05ED OPEN
NORTH
DEPT.
INTERNAL PRE URE COEFFICIENT: +m.IB/-mta
ELEVATION
PRODUCT
APPROVAL SUBMITTAL AFFIDAVIT
SWING
& OVERHEAD DOORS FIXED GLASS WINDOWS
OPENING
ID
PRODUCT
MODEL#
MANUFACTURE
GLASS
ATTACHMENT METHOD
ACCEPTANCE NO.
EXPIRATION DATE
DESIGN
PRESSURES
P 1
SINGLE HUNG
wonwI RAMTEMPERED
SH-800-LMI
PGT
3/16
TAPCON 3/16"x 2 3/4 SILLS ® 12" O.C,
BOT. JAMBS ONLY. (SEE NOA SHEETS FOR
ATTACHEMENT TO STEEL BUILDING)(SEE STEEL
BIULDING DRAWINGS NOA)
04-0722.03
+90.0
—110.0
12 13 07
P 2
STEEL
14 H GAME WOR
5000
SERIES
DBCI
N/A
x3
1 4" EMBEDDED TAPCON 0 BOTTOM
CORNERS AS PER MFG. SPECS
01-0122.10
+34.6
—39.5
—0771-770-3
Fp—#3i
STEEL
SERVICE DOOR
DOOR—CRAFT
JELD—WEN
N A
/
3/16"x3-1/4" EMBEDDED TAPCON ® 6" ON.
BOTTOM CORNERS AS PER MFG. SPECS.
01-0122.10
+70.0
—70.0
07 17 03
CLADDING AND COMPONENTS
PRODUCT
ID
MODEL
MANUFACTURE
ATTACHMENT METHOD
EXPIRATION
DATE
DESIGN
PRESSURES
N/A
N/A
N/A
N/A
N/A
BY OTHERS
I
ASTM -926
RINKER
CONCRETE STUCCO ADHEARMENT, TYPE—S ON BLOCK PORTION ONLY
N/A
N/A
BY OTHERS
BY OTHERS
-----------------
LEAN TOO '
I
EAST SIDE ELEVATION 5CALE: I/all = I'-011
19
n
a
TOP OF ROOF
23'-4"-------
LEAN TOO
WAREHOUSE F.F.E.
0'-0" GROUND
WEST 311DE ELEVA
SOUTH
REAF,, ELEVATION
DRAWINGS
MARK: DESCRIPTION:
I
A - 1 ELEVATIONS, PRODUCT APPROVALS
A - 2 FLOOR PLAN, SCHEDULES, NOTES
E 1 ELECTRICAL PLAN, PANELS,NOTES
F - 1 FOUNDATION PLAN, PLUBMING PLAN
F - 2 FOOTER DETAILS, NOTES, SCHEDULE
WIND
1l
PROT0001-5
FOR COMPONENT5 AND CLADDING
CODE / F5G 2(0(06
PROJECT ADDRESS: (SEE TITLE BLOCK)
PROJECT NAME: (SEE TITLE BLOCK)
ARCHITECT / ENGINEER: STEVE G. W000, P.E.
TYPE OF CONSTRUCTION: C55 IXI STEE X
BUILDING DESIGN: ENCLOSED IXI PARCIALLY ENCL05ED OPEN
NORTH
/FROM
INTERNAL PRE URE COEFFICIENT: +m.IB/-mta
ELEVATION
a
TOP OF ROOF
23'-4"-------
LEAN TOO
WAREHOUSE F.F.E.
0'-0" GROUND
WEST 311DE ELEVA
SOUTH
REAF,, ELEVATION
DRAWINGS
MARK: DESCRIPTION:
I
A - 1 ELEVATIONS, PRODUCT APPROVALS
A - 2 FLOOR PLAN, SCHEDULES, NOTES
E 1 ELECTRICAL PLAN, PANELS,NOTES
F - 1 FOUNDATION PLAN, PLUBMING PLAN
F - 2 FOOTER DETAILS, NOTES, SCHEDULE
WIND
1l
PROT0001-5
FOR COMPONENT5 AND CLADDING
CODE / F5G 2(0(06
PROJECT ADDRESS: (SEE TITLE BLOCK)
PROJECT NAME: (SEE TITLE BLOCK)
ARCHITECT / ENGINEER: STEVE G. W000, P.E.
TYPE OF CONSTRUCTION: C55 IXI STEE X
BUILDING DESIGN: ENCLOSED IXI PARCIALLY ENCL05ED OPEN
WIND SPEED (3 SECOND GUST): 120 MPH X 14f0 MPH X f
EXPO5URE: "B"
INTERNAL PRE URE COEFFICIENT: +m.IB/-mta
IMPORTANCE FACTOR: *I
MEAN BUILDING HEIGHT: 23'-4"
OVERHANG: o' -b" FT. ROOF PITCH 9/12
COMPONIENT5 4 CLADDING WIND PRE55URES: +32 / -3a
ROOF DEAD LOAD: N/A (SHINGLES) (TILE)
FLOOR LIVE LOAD: wA PSF DEAD LOAD: N/A P5F 1
5HUTTER5: YEO
NYEX 1
IMPACT RET ;
REVISION BY
CHANGE ORDER DATE
PRAWN BY
A.J.
CHECKED
DATE
03-01-07
SCALE
AS NOTED
JOB. NO.
27525
SHEET
Al o 2