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PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST CASE)
DOOR
ZONE 4-29
-70
THERMA TRU DOORS
SMOOTH STAR,
FL#
IMPACT
# 10 WOOD SCREWS 015S' MAX O.C., 4' ON
ZONE 5-34
FIBER CLASSIC,
10537A
CORNERS, MAINTAIN A MIN. Sir EDGE DISTAL, 1"
CLASSIC CRAFT i
END DISTAL, AND 1' O.C. SPACING ON WOOD
CLASSIC CRAFT
SCREWS TO PREVENT THE SPLTTTING OF WOOD W/ A 4"
RUSTIC
& 9" CENTER CLUSTERS
WINDOW
ZONE 4.29
-80
PGT INDUSTRIES
SH 700 ALUM.
NOA#
IMPACT
#12 SCREWS @ 18.5" MAX, ON HEAD FROM TOP
ZONE 5 -34
17-0630.08
CORNERS, JAMBS 17.5" MAX. FROM TOP CORNERS, 15"
MAX FROM BOTTOM CORNERS, 6' MAX O.C. BELOW
MTG.RAIL WITH 2-1/2" MIN. EMBEDMENT AND 5/8"
DISTANCE TO EDGE
UNDERUIYMENT
ZONE 2.24
N/A
POLYGLAS USA, INC
UNDERLAYMENTS
FL#
N/A
SELF -ADHERED
ZONE 2.41/
5259.1
ZONE 3.60
ROOF
ZONE 1-24
-81.3
METAL SALES
26 GA. VERTICAL
FL#
IMPACT
(2) #10-12 X 1" LONG PANCAKE HEAD SCREWS, CUP
ZONE 2 -40
MANUFACTURING
SEAM PANEL
11560.12
SPACING 6" D.C.
ZONE 3.60
Qu
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t ncoc ncnty ornvvtucu UNLr w muiwtt UURRCVItWANUArrKWALFURUSt OFYKUUULLSU5 iEU FUR I HIS51RUCTURE. THE ACCEPTANCE 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.
FOUNDATION WEEP SCREED
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PLA.To=s
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMUPkIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
STRUCTURAL NOTES:
1. STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP,
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
MINIMUM OF 95% MODIFIED PROCTOR DENSITY.
6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE,
T WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE
FLORIDA BUILDING CODE,
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
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SFkw-'Tax Ac, 44.,
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN Be BD
COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES Wr A MIN.''/." CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS%" MIN.
Cal?ro" Z rL-A.SO4r`�rm
F-1 CUT AND REMOVE EXISTING CONCRETE AS
18" DEEP X 16" WIDE MONOLITHIC FOOTIN
3 # 5 BARS CONTINUOUS.
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FOUNDATION SCHEDULE
S-1 7"+/- (3000 PSI) POURED CONCRETE CAP WITH # 5 BARS
AT 12" O.C. EACH WAY OVER EXISTING CONCRETE SLAB.
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Certification for 9"Jan Load 02MRitance
1. DESIGN CODE: Florida f:¢ kRtt1t7ALoc0de 2017 Edition w20- _ supplements using ASCE 7-10
2. Structure Design Is: X Enclosed -Partially Enclosed -Open Building
3. Risk Category: _I -X-II _ ill _IV Exposure Category: -t-ES _C _D Adjustment coefficient t ciD
4, Design Wind Velocity ,(&O,mph,,,,, ASD,�,,,LRFO End Zone Width,_ft.
5. Mean Roof Height: `
9 �ft. Roof Pitch: , :12 Parapat,___R.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. a 0 'MRH (worst case)
Zone 1:-� Zone 2:. 40 Zone 3:-&0 Zone 4r�,� Zone 5:- 3k Garage: 0 • -
7. Design Loads: Floor: 75' PSF Roof(Dead;t S PSF Roof/Live 30 PSF Balcony: _PSF
Dock: __,_PSF Dock: PSF Stairs:_ PSF Fence:_ PSF Railing:_ PSF
8. Were Shear Walls Considered for Struc��tu Yes _,,,-Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? l'� Yes Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
HEFFLEFINGER SHED
ST. LUCIE COUNTY, FLORIDA
File Copy
CLIENT
R�(VED
DEC 2 6 7619
Permltung Departmen`
St. Lucie County
19 ►� - Cs�f�,
CONSULTANTS
REGISTRATION
OF Fto
...
AEL
R9 898 :V
ED A
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
I DATE
REVISION
rL/S
KE.vt owt.�
KEY PLAN
SHEET TITLE / SHEET NUMBER
aF I
PROJECT NUMBER
DATE 11ILto11Q
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