00-0054-001 MONROE, CO.
--L 2'A4- WALL S7UD
_._T - --- - - — --T
4-3/4'
16'd i
6'w
cONCRE IE PAD I 1/2"e ANCHOR BOLT -
OR(21 9.16" ON 4' CENTERS (MAX)
CONCRETE Pnos .t t"A9- 20 CAUCf
(rYP.-L) GALVANIZED STEEL
I
STRAP
2"A4" P T. SOLE PLATE —�
I2"A6" P T BASE PLATE
ROTES: 1. ANCHORS AND BLOCKS MR THE?RBkr'Nc•CORNERS 411151 BE W.T.•N` 3" MIF! - 2 x 4 STUDS--- .
Z FROM TK RUfl DING CORNERS -
2 ANCNMS AND BLOCKS CAN BE A.MAY.IM{7W DISTANCE OF 9'ArAR1,
RNCHOR_9ND.,BLOCKSNG PhAN E.xISnNG CONCRETE SLAB--� P.T. SOLE 3/4" p.T.
(s<7 UPLE BELOW; PLAtE CONT. PLYWOOD
"�5 _ P.T. FLOOR 11 Mrfrm
ANCHOR AND BLOCKING ANCHOR AND BLOCKING ' P.T. SIDE C1 JOIST BEYOND
SCHEDULE _ SCHEDULE I CONCRETE PROMDED BY OTHERS, RAIL CONT. _
SIZE TOTAL M). OF TOTAL NO. OF -- SIZE TOTAL ALT, WFF TOTAL M7; OF 1" MAX.- �- (2 2 x 6 P.T. OR
RDRI x LBddfll SOIL ANCFT riS CA4G, PADS OTD1H x 16V9J}1 SOIL A!�fM COW. PADS
X{_. _ _ _ x a -1e TYPICAL SECTION FOR! BUILDING cRADE� j (1) 4 x a SKID
-- -,---
INSTALLATION ON AN EXISTING
a' X 8' I x 211' 0
a"x1s"x1s" CONIC.
4 20' 8 1
CONCRETE SLAB eo (SEGO PSI, PAD
e' x 12' e e 20• x 28' to ao
a' x to' * t 20' x 2e' JO 20
20 GUAGE x } 1/4" (SEE SCHEDULE)
-
0' x 14' 0 0 ?a' X 30' ' to 20 _
GALV. STEEL STRAP
a' x ta' a e 20• X'V2, 12 24
8 AIR
8' x 4' -- 4 4 20' x'u, 12 24 �� CRAFT CABLE
4 4 20' x so, 12� 24 SINGLE HELIX OR
N -^ - 2" X 4" STUDS �� CORAL ROCK ANCHOR
e-=-8-_. -_._._+_..__. _.__...A...... ._20' x88' it 26
8' x 10' 4 4 20' x40' 14 28 (SEE DETAIL)
-a' x 12'� 6 -a 20' x 42' 14 28 P.T. SOLE PLATE CONT.
8' X 14'- -E�- --4-. 20' x 44' 10 92
e' x ra' a 0 20' x 401 1a 32 - 3/8"x2 1/2" BOLT, W/WASHER \,
9• x 18' e e 20' x 48' is 32 3/4" P T.
a' x20' 8 0 20' x60' to 92 - RT. SIDE PLYWOOD 1 P T
8' x 22' a 20' x 62 r8 se . FLOOR ANCHOR/BUILDING CONNECTION
e-
RAIL CONT. JOIST BEYOND NTS
8' x 24' a 8 20' x 64' to ae
8' x20' to _ _ -10 -20' x 66' to 2e 1/8'x7/8"x4"�
YO 20' x 60' 20 40 ALUM. STRAP - (2) 2 x 6 P.T. OR i
2) 2 x 4 P.T. OR �)
0• x 90' 110 10 20' x 00' 20� -40 GRADE (1) 4 X 4 P.T. SKID.
10' x 4 4 _ 4 24' x 20' a Is e
10' x e' 4 4 -24' x z2' -- a is � \�
110' x 8' 4 I 24'-x 24' a 1a- \/\/\/\,:'
to' x to' 4 e u' x 2e' 10 20 / �I/�//�//�//�//• -CONCRETE PAD +
10' x f2' a a 24' x 20' r0 20 20 GUAGE X 1 RAP
_ CALV. STEEL STRAP f
10' x 14' 0 e 24' x 90' 10 24 (ALTERNATE STRAP)
10' x 16' 0 a 24' X 32' 12 a (OR) ® CD CD G
10' x 110' 0 0 u' x 811' 12 a 1/8" WIRE AIR-
to' x 20' a a 24' x 30' 12 24- CRAFT CABLE- " 1'11 •
110' x 22' 8 6 T u' x 38' 14 20 - �"HUGHES" #ANSH, CONC. ANCHOR'HEAD, /
10' x 24' e 0 u' x 40' 14 2a W/5/8 x 3" RAWL LOX/BOLT
10' x 26' to Jo _ 24' x 42• 14 29 - (SEE SCHEDULE)/
d
- ---- - 10' x 26' - 10 to.-_ 24' x-114' to 82 .-
10' x 30' 10 10- u' x 4e' to 92 ALTERNATE
10' x 32' 12 12 24' x 48' 1a 32
10' X 34' 12 12 24' x 60' 16 32 ANCHORING DETAIL! .
10' x 38' 12 12 24' x 5 2' 18 30 1/2"o x 30" LG. STEEL ROD
10' x 98' 14 14 24' x e4' to 30 FOR CONCRETE PAD' 1/z-m x 30" LC. STEEL ROD
10' x 110' 14 14 24' x 60' 18 as NTS
_- --- _- 12' x 4' 4 4 _ 24' x 60' 20 40
12' x 6' 4 4 211' x 00' 20 to _---
r2' x 8' 4 -
12' X 10' 4 4
12' x 12' 6 0
12' x 14' 6 1 6
12' x }a' a 0 HELIX:
9 GA. x 4"0
121x 118' a 0 WITH 2" PITCH
12' x 20' 8 a 2" X 4"
12' x 22' a a_ 2" X 4" PLATE
12' x 24' a e 2" X 6" PLATE (P.T.)
12' X 26' to 10
"
4 CONC. SLAB (3,000 P.S.I.
112• x 2e��� /o- to )
12' x 30' 10 �10 CAULK W/6X6 10/10 W.W.M.
112' x 92' 72 12
112' x 34' 112 12 -'—
12' x 3s' 12 12 3�• MIN.
d ^
— °
12' x 38' t. 114 SINGLE HELIX GROUND ANCHORS CORAL ROCK ANCHORS
12• r 40' 14 14 y�/ . r ° 1/2" "J" BOLT EMBEDDED NTS
72' x 42' 14 14 6O c 6" IN CONC. AT 4'-0" O.C.,
t2 x44' to 11a W/2" WASHER. TS
c° - ° OR NOTES: 1. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE
12• x 4e' to t6 _ 2- y5 CONT. 1/2" DYNABOLT EMBEDDED 1997 EDITION AND ASCE 7-95. (USING A PEAK WIND VELOCITY OF 150 M.P.N. FOR
12' x46' ra 11a
6" IN CONC. AT 4'-0" O.C.,
12' x do' to 11a _ W/2" WASHER. A PERIOD OF THREE (3) SECONDS) MONROE COUNTY, FLORIDA.
14' x 20' a is
14' x 22' 8 to
114' x 24' a Is
141 8"
14' x 26' to 20
14' x 28' 110 20
1141x901- ._10-_•�-�-----20_---
t.' x 32' 12 Y< TYPICAL SECTION FOR BUILDING
-
r.' x34' rz 211 INSTALLATION ON A CONCRETE SLAB REVISW6BCR4ETOIJTJ fc.a:. 2.2_cT5
14' x 8o' 12 24 REVISED R.E. 4-2-97 FERRARA ENGINEERING, INC.
14' x 38' 114 28 NTS REVISED R.E. 3-19-97 200 W. WISCONSIN AVE. - DeLAND, FLORIDA 32720
14' x 40' 14 28- REVISED R.E. 2-19-97 P.O. BOX 2978 904/734-8792
14' x 42' 14 2e
REVISED R.E. 1-23-97 MASTER PLANS
114' x 44' to - 32 As Monufoclured By, Ted's Sheds. Inc. REVISED R.E. 8-7-96 TYPICAL BLOCKING
1141 x 40' to 32 Bonito Springs, Florldo 33923 NO. RE BY DATE AND ANCHORING DETAILS
14' x 4a' a2
1-800-771-C866 APPROVED BY: DATE.: 1-27-94 PROJ. NO.
is --
14' x60' 110 32 -4V A SCALE: AS SHOWN DRAWING NO.
E P. .
RE1: C:\1tos,EO\snEOe G. FLA. NGINEER NO. 119E5 DRAWN BY: - TSI Sheet 3- of 3