1490 Linkside Dr - Permit RESO18-0028 dwgContractor to verify host
for structural integrity before beginning installation
hed
host roof
o Horizontal- 24 PSF Windward
19.5 PSF Leeward
• Other Loads Evaluated:
300 Pound Point Load primary structure & 200 ib. load
on purlins (Vertical)
2. Concrete to be 3000 PSI at 28days, ACI 316
3. Reinforcing to be Grade 60 steel, ASTM A-615, Cover requirements
as per ACI -318.
4. W WM to be ASTM -A-185
5. Aluminum extrusions shall be 6005 T-5.
All fastners shall be stainless steel, galvanized,
double cadmium coated or aluminum.
6. Screen mesh to be 20x20 (18x14 x .013" ) vertical reduction
allowed if used).
7. Minimum material thickness is 0.040 inches.
8. Cable requires tension capacity of 1500 lbs. +
9. Design based on ASD design methods with allowable pressure
reductions provided in 2002.4.
10. Doors may be located between structural members without
impacting its structural Integrity.s�'
11. Load bearing wall footing based on an allowable footing pressure
of 2,000 psf.
;
12. Treat for termites prior to pouring slab.
13. Beam Deflection limit is 1,1120.
14. Composite Section 3105-H14 or H25
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Cleve E. Dryden, Pr= (33115)
2108 De!!a Way
PLAN VIEW Tallahassee,
��6 02 orida32303 s.i REVIEWED FOR CODE COMPLIANCE
scALE: IV= 1-V CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED By-, %n DATE: `/'tel
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Left ElevationsCALE:
118"-1,-0•
20" Nk Plate
4" Slab
Kik Plate
4" Slab
3" INSULATED COMP SHED
3" Composite Roof
.032 Son
1.0#EP5
2x45mb-l2x45mb
20'-0"
3" INSULATED COMP SHED
3" Composite Roof
.032 Son
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ELEVATION
SGRI_E: 118"a t'-0"
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Right Elevation CAg„Q E. Dryden, PE (33113)
RaNase:
Similar 2108De7ta Way
SCALE: IV- P-9' TaNahasses, Rforlde 32303
904955-6302
S a- 2
MONOLITHIC SLAB WITH FOOTER
I _4 1
(2) #5 REBAR CONTINUOUS
(3) #4 REBAR CONTINUOUS
t FOOTING DETAIL
��. SCALE: 3" = V4'
4" Patio Stab Acceptable for Spans less
than 10'
3000 PSI Concrete @ 28 Days
Grade 60 Steel, ASTM A 615
of Foundation
IX2 0B Sole Plate . 1
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concrete Expansion
laced at 1' nc Anchors
Ih W smb 3js`Tapcon Into concrete
each side (Zl2"embed min.)
OOLUMN TO BASE PLATE
30
WALL BRACE
ALONG
i# SCREEN CHANNEL
6-10#x1"
L2x2x3/8
SLAB ON GRADE
6x6 1000 WWF OR NO WWF
WHEN nBER.CRETE IS USED
a
(1) #5 REBAR CONTINUOUS
(2) #4 REBAR CONTINUOUS
3x3x.072 Eave Rail
Rail nets to Beams Internal
#10 sms x IV long
1x3 Continuous
See Plan
Col. to Beam SUpport
Roof Beam
DETAIL
SCALE: 3" =1'-0"
2x2x125 ANGLE CUP WITH
TEK SCREWS
(Optional)
2x4 Beam 4) #10n
2x4 Post ach Si
2x9 Beam to(6) #10)
3x3 Post EEach Si
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LSP may ebo 0a used on itee aide of the nonemia arab. m.Wohi 2' I
min, Edge QW -aa,
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CAMOCON NrcTION 2108 Delta Way
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A. 1/4 = 2-1/2" DRIVE PIN w/A MINIMUM PENETRATION OF 2"
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B. 1/4 — 3-1/4" TAPCON w/A MINIMUM PENETRATION OF 2"
to
SUPPORTING ABEAM
C. 1/4 = 3-1/4" T—BOLT w/A MINIMUM PENETRATION OF 2"
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use a 1/4" Dia anchor or greater with a 20 or greater Fast/Colo
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CAMOCON NrcTION 2108 Delta Way
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Cleve E. Dryden, PE (33145)
2108 Delta Way
3X3 POST/COLUMN TO CONCRETE 2-`Ida32303
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