HomeMy WebLinkAboutProduct Approval Wind LoadGENERAL NOTES
1. Construction shall follow Florida Building Code as adopted by the
County or City in which the building is to beconstructed with all -
applicable amendments.
2. The Contractor , Subcontractor , Supplier , Etc shall verify all
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dimensions , conditions at the jobsite, plans and Specifications.
3. All written dimensions on these drawings takeprecedence over
scaled dimensions
4. Structural features not detailed on these plans will be addressed
by the engineer as construction progresses.
STRUCTURAL NOTES
1. Design Loads:
Roof (DL+LQ) 50 PSF
Wind Velocity- 163 MPH Supporting Structure (Fastest Mile)
2. Soil Bearing Capacity 2500 PSF with Compaction Test Result
of more than 95%.
2a.Soil density shall be in compliance with R401 of 2020 Florida
Residential Building Code
3. All Structure Concrete and Grout shall have a minimum compressive
Strength of 3000 PSI at 28 days .
4. Slab/Footings to be concrete with minimum ,compressive Strength of
2500 PSI at 28 days . See plans for size and steel requirements.
5. Minimum Concrete protection for reinforcement Bars:
Beams: 1 1 /2 Footings: 3"
6. Lap all reinforcing Steel a minimum of 48 bar diameters.
7. All Standard Lumber shall be SPF or stud grade with minimum
Fb=1200 PSI or better.
8. All lumber in contact with concrete or masonry shall be Pressure
Treated.
9. Splitting or cracking of structural components due to installation of
hardware is not permitted.
10. Unless otherwise noted , the installation of specified hardware shall
conform to the manufactu r ,instructions..and-standards.
11. Bearings points of headers, gi%ders and beams shall have vertical
supports sufficient to support loads and shall be properly
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Extcrlor Poor Outslncl
TrinFW Glass lnt,
+ 60, -60
Yes
Pcfer to 5peciflcatlons
& Prawinq in Product
Approval
FL#* 20867
12/ 3l/2024
SLIbING
GLASS POOP
SEPIES 70
5 X 5 0
American Craftsman
+ 50, -50
Yes
Defer to Specifications
& Prawinq in Product
Approval
FLU* 14996 '
8/,03/ 2021
WINnOW
Si le Hu
1 r
Jeid-Wen
+ 65, -70
Yes
Defer to 5peciflcatlons
& Prawlnq in Product
Approval
FLU* 14095
4/ 30/ 2025,
POOF
Underlaumcnt
304 Pelt
Owem , Corninq
N/A
N/A
kefer to 5peciflcatiom
& f rawinq in Product
Approval
FL # 11602 "
12/ 31 / 2023
POOF
Metal Pont' SV Panel
Union Corruclated Co.
120.9 p5F
N/ A
12efcr to 5pecifications
& Prawlncl in Product
Approval
FL # 7271-P5
9/ 07/ 2027
anchored for uplift as will be noted.
12.
Roof Sheathing to be nailed with 8d Galy. nails or equal, 6" O.C.
13.
Unless otherwise noted for exterior walls, exterior plywood
sheathing and interior drywalls is to be nailed with 10d nails or
better ,_ 6" O.C. edges and 8" 'O.C. Filled . Drywall screwsr 1.5" long
and .131" in diameter.
14.
For ridge vent. installation block with 2x4 #2 HIP or better between
top chords or trusses along the edge of plywood directly below
the vent:
15.
For Frame Segment to masonry segment connections use PT
vertical secured tomasonry with 3/16" dia. ` lag screws 3/4"
embedment to 3000# concrete- min 18" O.C.
16.
WALLS: The double splices) stiali resist 40001b s ' lice
top (butt s ) p
/
p plates shall be lapped a .es
All wall to .min. of 24"@ splices w/
7-16d nails min. lap center 1/3 of wall shall be 4' w/9-16d
nails.
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asses for e first two
all blocking to the t r th provide f x•
A t Gable fide 2x4 g
truss spacing, spaced at 4' O.C. nailing shall be ` 4" O.C. at first
truss.
18.
Apply Plywood roof sheathing face grain perpendicular to supports.
1
19.
All roof covering shall be applied per manufacturers
recommendations or per FBC and local codes whichever_ is more
strenuous.
JURISDICTION: ST. LUCIE COUNTY
CODE: `' 2020 FLORIDA BUIILDING CODE
B'I,U:ILDING CLASSIFICATION: CATEGORY Ii
MINIMUM SOIL BEARING PRESSURE: 2500 IDsf
- LATERAL LOAD OF TRUSS ANCHORS CONSIDERED: YES
SHEAR WALL CONSIDERED: YES
CONTINUOUS LOAD PATH PROVIDED: YES
WIND SPEED (3 SECOND GUST): 160 MPH
IMPORTANCE FACTOR: 1.0
EXPOSURE: CATEGORY C
MEAN ROOF HEIGHT 14'-0"
BUILDING DESIGNED AS: ENCLOSED
INTERNAL- PRESSURE COEFFICIENT + -0.18
EXTERNAL PRESSURE COEFFICIENTS FOLLOWS:
VERTICAL GCpf: + -1,07
HORIZONTAL GCpf: -1.4
ROOF OVERHANG GCpi: ± 0.55
BASIC VELOCITY PRESSURE. 29.85 psf
FOLLOWING WIND PRESSURES BASED ON Atrib: 50 SF
(5 psf DEAD LOAD USED IN CALCULATING UPLIFT)
ZONE 1 MWFRS: +32.12 psf
ZONE 2 MWFRS: 12.29 psf
ZONE 3 MWFRS: 27.61 psf
ZONE 4 MWFRS: -25.12 ps f
ZONE 4 COMPONENTS & CLADDING 43.5/-45 psf
ZONE 5 COMPONENTS & CLADDING: 43.5/-45psf
16'x10' OHGD 39/-42.3psf
ROOF UPLIFT MOMENT 14.5 FT-LBF
ABRAHAM CHABAB, Inc. Q
PL. BOARD OF PROF, ENG. 'AUTH:#26790
SCOPE OF WOPK:
- mmovl� 3 POOR5 & PEPLACE W/ NEW f700P5
- PEMOVE 4 WINfJOWS & PEPLAa W/ NEW WINDOWS
- PEMOVE EX1511N6 CONCPETE SLAB ANn MPLAGE PEP PI -AN
- CON5TPUCT COVEMP POPCH PEP PLAN
- PEMOVE EXI51NG 5HINGLE5 & MPLLACE W/ METAL POOF
ttII GQQ*1
REVIEWED
CODE ;COMP'
ST. LUCIE CI
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FILE COPY ;op oe
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COVERED PORCH ADDITION DESIGNED BY
Neal Wilkins AC
117 E. ALDEA ST. DRAWN BY
PORT ST LUCIE, FLORIDA AC
�s
C6
1391 NW ST. LUCIE WEST BLVD #411
PORT ST. LUCIE FL. 34986
Email agchababl®msn.com
772-475-6630
PRODUCT APPROVAL DATE 3 / 10 / 21
WIND LOAD
SHEET 1 oF5