HomeMy WebLinkAboutShull Construction - 7804 McClintock Way - Lot 7512 - (Page 2 of 2) - 5-11-20 - S&S - 5-13-202 of 2
SCALE: N.T.S.
2" x 3" Edge Beam
Concrete Foundation (TYP.)
Attach Base Plate Upright Using
(4) x 1-1/2" S.M.S. into
Screw Bosses (TYP.)
1" x 2" Open Back
(1) 1/4" Diameter Tapcon w/ 1-3/4" (MIN.)
Into Solid Concrete @ 24" O.C. & 6" (MAX.)
From Each Upright (TYP.)
Attach 1" x 2" To 2" x 2" Using
(4) x 1-1/2" S.M.S. (MIN.) into
Screw Bosses (TYP.)
Composite Roof
See "Roof to Edge Beam Detail"
for Roof Connection
1" x 2" to 2'' x 3" Using #10 x 1-1/2"
S.M.S. (MIN.) @ 24" O.C. & 6" From
Each End (MAX.) (TYP.)
2" x 3" Edge Beam
Attach 1" x 2" To Base Plate Using
(2) x 2-1/2" S.M.S. (MIN.) into Screw
Bosses (TYP.)
Concrete Foundation (TYP.)
Attach 1" x 2" To Girt Using
(4) x 1-1/2" S.M.S. (MIN.) into
Screw Bosses (TYP.)
(1) 1/4" Diameter Tapcon w/ 1-3/4" (MIN.)
Into Solid Concrete @ 24" O.C. & 6" (MAX.)
From Each Upright (TYP.)
Corner Detail
Upright Detail
2" x 3" (TYP.)
Attach Header to Upright Using
(4) #10 x 1-1/2" S.M.S. (MIN.)
Into Screw Bosses (TYP.)
2" x 2" x 1/8" Angle (TYP.)
Attach Girt to Upright Using
(4) #10 x 1/2" S.M.S. (MIN.)
Each Side (TYP.)
2" x 3"
S h u l l C o n s t r u c t i o n
P .O . B o x 6 2 1 8 5 1
O v i e d o , F L 3 2 7 2 6
4/7/20
D a v i s & C l e a t o n E n g i n e e r i n g , I n c .
1 0 1 S u n n y t o w n R d ., S t e . 1 0 9
C a s s e l b e r r y , F L 3 2 7 0 7
F L P .E . #3 5 8 1 6
P H . (4 0 7 )-5 3 9 -2 3 5 3
3" Composite Panel (TYP.)
3" Aluminum Channel (TYP.)
Attach Composite Panel to Channel Using
(1) #10 x 1/2" S.M.S. Screws @ 8" O.C. (MAX.)
Top & Bottom (TYP.)
Caulk Exposed Screws As Necessary
Existing Site Beam (TYP.)
Roof to Host
3" Composite Panel (TYP.)
Aluminum Framing Member (TYP.)
Attach Composite Panel to Aluminum
Framing Member Using (1) 1/4" x 4"
Lag w/ 1-1/4" Fender Washer @ 8" O.C.
(MAX.) (TYP.)
Caulk All Exposed Screws
Roof to Edge Beam
Attach Channel to Existing Wood Factory Site
Beam Using (1) #12 Wood Screw with 1-1/2" (MIN.)
Thread Penetration @ 8" O.C. (MAX.)(TYP.)
8" (MIN.)
8" (MIN.)(1) #5 Bar Continuous
w/ 25" (MIN.) Lap (TYP.)
Section A-A
4" Concrete Slab with Turndown
Footer w/ 2,500 PSI Concrete
(TYP.)
Grade
Notes:
1. There shall be no debris or roots within the foundation.
2. The foundation shall be a minimum of 2,500 p.s.i. concrete
Over 6-Mil. Vapor Barrier On Clean, Well
Compacted Soil.
3. 2,000 P.S.F. (MIN.) Soil Bearing.
7 8 0 4 M c C l i n t o c k W a y
P o r t S t . L u c i e , F L
5/11/20