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ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
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ZONE 4 -29.82
-169A
PGT INDUSTI
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S470 VINYL
NOA#
NOW
JG" ULTRACONS @ 21.6" MAX. O.C., 6" ON ENDS, 1-3/8" MIN.
GLASS DOOR
ZONE 5 -3621
17-0420.07
IMPACT
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HORIZONTAL
ZONE 4. 99.82
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FL#
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3/16" ULTRACONS @ 15.67" MAX. O.C., 3" FROM ENDS, 1.3/8"
SUDER
ZONE 5-36.21
242
IMPACT
MIN. EMBEDMENT AND 1" DISTANCE TO EDGE
WINDOW
ZONE 4-29.82
.100
PGTINDUSTIRES
S.H. 5400
FL#
NOW
1L" ULTRACONS @ 12" MAX. O.C., 6-1/2" ON ENDS, 2-3/4'
ZONE S-36.21
239
IMPACT
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AWNING
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-57
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FL#
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WINDOW
ZONES-36.21
2766
IMPACT
,1-318'
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SHUTTERS
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PRODUCTS AND METHODS OF ATTACHMENTARE BASED ENTIRELY UPOI4 TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OIFFICE FOR THESE PRODUCTS.
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STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 400 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 80 OR BETER WITH 30' MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS T
BEAMS IA12'
COLUMNS 1-1/2,
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 950%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6' MINIMUM BEARING, SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER,
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Certification for Desinn Load Chi T1 Ilance
1. DESIGN CODE: Florida M1tLr1,�L, code 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design Is: L_ Enclosed _ Partially Enclosed _„ Open Building
3. Risk Category: _I �II „ III IV Exposure Category: _B.„ XC C,_,_O Adjustment coefficient 11i
4. Design Wind Velocit�y`'� mph _,-_ASO _LRFD End Zone Width ft.
5. Mean Roof Height: >rr n ft. Roof Pitch: 12 Parapet _A, T
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. (cif 401 'MRH (worst case)
Zone 1:- N/k Zone 2:4:�4 Zone 3;IJ,� Zone 4: - ne 5:- _6_6 Garage:
7. Design Loads: Floor: JajJtYPSF Roof/Dead: dXTniPSF R00f/UvefjnLr1PSF Balcony: _PSF
Doric: _PSF Deck: _ PSF Stairs: _ PSF Fence: PSF Railing: _ PSF
8. Were Shear Wells Considered for Structure? -
4 Yes _,,,_Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided?,Z[Yes _,Not applicable Explain Why Not:
P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 '/2" CASE HARD NAILS @ 8" O.C.
V2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
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