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RECEIVED
NOV 0 3 2021 File COPY
St. Lucia County
Permitting
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PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
TYPE
(WORST CASE)
PRESSURES
DOOR
ZONE 4-32.9
-50
JELD-WEN
FINISHED
FL#
IMPACT
3f16"TAPCONS@14"MAX. O.C., 3"ON CORNERS
ZONE 5 -32.9
GLADIATOR
17454.1
WITH A 1-1/2" MIN. EMBEDMENT AND 1" EDGE
DISTANCE
GARAGE
20NE4-32.9
-41
JANUS
SERIE53300
FL#
NON-
X4 14 X 1" SELF DRILLING SCREW@12"O.C.
DOOR
ZONE 5-32.9
12765.3
IMPACT
WINDOW
ZONE 4 -32.9
.ZONE
-41
POCAHONTAS
100 VS
FL#
NON-
#6 X 1-5/8" SCREWS @ 8" MAX. O.C., 4" MAX. ON
5 -32.9
VERTICAL
12940.1
IMPACT
CORNERS, 1-1/2? MIN. PENETRATION AND 1" MIN.
SLIDER I
I
DISTANCE TO EDGE
ROOF
ZONE 1-27.8
-47.2
UNION
MASTER RIB
FL#
M22-14>r 1" LONG SELF DRILLING SCREWS WITH
WALL
ZONE 2 -39.2
CORRUGATING
PANEL
9555.3
SEALING WASHERS, A7 END SUPPORTS @ 3.5"-5.5"-
ZONE 3-61.9
COMP.
3.5O.C. ACROSS PANEL WIDTH, AT INTERMEDIATE
THE SFCI HFRFIMI
IC
SUPPORTS @ 9" O.C., ACROSS PANEL WIDTH
'-' - - wwu u>l W rvn IrllN �, nU�f VKt. I Mt ACCtFJANCE OF THESE
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
s-1 4" (2500 PSI) POURED CONCRETE SLAB WITH
FIBERMESH REINFORCING ON .006" VAPOR BARRIER
OVER CLEAN COMPACTED TREATED FILL.
F-1 18" DEEP X 16" WIDE MONOLITHIC FOOTING WITH
2 # 5 BAR CONTINUOUS.
(90 - 0o ? ?
Certification for Design load Compliance
1. DESIGN CODE: Florida XGh(9etOT(A L.cOde 2014 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: Enclosed`Partiaily Enclosed_Open Building
3, Risk Category: A -I _II III _IV Exposure Category: ' _B C _ D Adjustment coefficients 11 1
4. Design Wind Velocky 1�04mph_ ASD _ LRFD End Zone Width $I ft,
S. Mean Roof HeightMo ft. Roof Pitch?9�-12 Parapet _ ft.
6, Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 ' MRHworst case))
Zone 1:-ZZ-SZone 2: - 3q,2 Zone 3: -41,9 Zone 4 - BLR Zone S: -01 Garage'2h,3
7. Design Loads: Floor: 75— PSF Roof/Dead; Z_ PSF Roof /Live Zo PSF Balcony: ,PSF
Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF
8. Were Shear Walls Considered for Structure? 1� Yes _ Not applicable Explain Why Not:
9, Is A Continuous Load Path provided? Yes^ Not applicable Explain Why Not:
10. Design Soil Bearing Pressure;2000 PSF -
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Architectonic Inc
806 D ELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STAMM
GARAGE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REVIEWED FOR
CODE C _' 7A IPLIANCF.
ST, LUCIE COUNTY
®OCC
REGISTRATION
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REVISIONS
NO.
DATE
REVISION
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SHEET TITLE / SHEET NUMBER
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IPROJECT NUMBER
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