01-0599-005 A or E-3
2"-x4" WALL
24" O.C.STUDS,
---�
4-3/4"
% - 112"0 ANCHOR BOLT '
SEMCO "RTP20812" ANCHOR ON 4' CENTERS (MAX)
(1"x12" 20 GA. GALV. STRAP)
r F`
16"x16"x4° (AT EA. STUD) SEMCO "RTP20812" ANCHOR- �..
--- ? x 4 S T'u D S. 2 4' O.C.
CONCRETE PAD FASTEN W/6-10d NAILS (1"x12" 20 GA. GALV. STRAP) I
OR (2) 8"x16"
CONCRETE.. PADS UPLIFT 820 lbs. FASTEN W/6-10d NAILS I I 5/4" P.T. r[`
(TYPICAL) '2"x4" P.T. SOLE PLATE_ _ -' UPLIFT 820 lbs. E=LYWOOD
2_"x6" P.T. BASE PLATE ____-_
--------- --- r TIZIIILTT TTiTTTTTTTT TITTITT1TiTf Xw*
_ P.T. SOLE -- ��n1-� P.T. F-LUUR
PLATE CON -- ____- �__ I JOIST BEYOND
" MIN -- ---- - - - ----- ✓ - -- _ !e
P.T. SIDE
_--- EXISTING CONCRETE SLAB -- ---- ---- RAIL CON F.
NOTES: 1. ANCHORS AND BLOCKS FOR THE BUILDING CORNERS MUST BE WITHIN 1" MAX.--� t ---- — - -`- - (2) 2 x 6 P.T. OR
2' FROM THE BUILDING CORNERS. f 8 -- / GRADE i _ (2) 2 x OR
2. ANCHORS AND BLOCKS CAN BE A MAXIMUM DISTANCE O ' APART }
I` 1 4 4 X SKID
NOTE._ `�` �
ANCHOR AND BLOCKING PLAN CONCRFTE PROVIDED BY OTHERS.
(SEE TABLE BELOW) \� 2-4' x8' X16" CONC. BLOCK
NTS 60' 20 GUAGE x 1 1/4" OR
C
TYPICAL SECTION FOR BUILDING GALV. STEEL STRAP 4"x16"x16" CONIC.
./ OR. 1/8" WIRE AIR-- 2,000 PSI, PAD
INSTALLATION ON AN EXISTING CRAFT CABLE (SEE SCHEDULE)
ANCHOR AND BLOCKING ANCHOR AND BLOCKING CONCRETE SLAB
SCHEDULE SCHEDULE NTS
--SINGLE HELIX OR
SIZE TOTAL NO. OF TOTAL NO. OF SIZE TOTAL NO. OF- TOTAL N0, OF CORAL ROCK ANCHOR
WIDTH x LENGTH SOIL ANCHORS CONC. PADS WIDTH x LENGTH SOIL ANCHORS CONC. PADS (SEE DETAIL )
6' x 4' 4 4 14' x 20' 8 16
6' x 6' 4 4 14' x 22' 8 16 ��
ANCHOR BUILDING CONNECTION �h'�
6' x 8' 4 4 14' x 24' 8 16 --- 2" x 4" STUDS, 24" O.C.
NTS
6' x 10' 4 4 14' x 26' 10 20
6' x 12' 6 6 14' x 28' 10 20 P.T. SOLE PLATE CONT.
6' x 14' 6 6 14' x 30' 10 20 SEMCO "RTP20812" ANCHOR
6' x 16' 6 6 14' x 32' 12 24 (1"x`12" 20 GA. GALV. STRAP)
8' x 4' 4 4 14' x 34' 12 24 (AT EA. STUD)
FASTEN W/6-10d NAILS - 3/4" P T.
8' x 6' 4 4 14' x 36' 12 24 UPLIFT 820 Ibs. PLYWOOD >�
8' x 8' 4 4 14' x 38' 14 28 — f T. FLOOR _
�__ ---- -- JOIST 13FYOND
4 4 14' x 40' 14 28 P.T. SIDE �- -------- - C� -= 2"t C
8' x 10' ®
8' x 12' 6 6 14' x 42' -
14 28 RAIL CONT.
�-
8' x 14' 6 6 14' x 44' 16 32 (2) 2 x 6 P.T. OR
-------- -- (2) 2 y 4 P.T. OR
8' x 16' 6 6 14' x 46' 16 32 GRADE - (1) 4 X 4 I'.T. SKID. z ,�,.
I
8' x 18' 6 6 14' x 48' 16 32
8' x 20' 8 8 14' x 50' 16 32
8' x 22' 8 8 20' x 20' 8 16 j/ /%// / //% //%//%// // // ���_. E_.,dS I INC
8' x 24' 8 8 20' x 22' 8 16` CONCRETE PAD
8' x 26' 10 10 20' x 24' 8 -16 20 GUAGE X 1 1/4" I ;
- GALV. STEEL_ STRAP ASPHALT OR
8' x 28' 10 10 20' x 26' 10 20 (ALTERNATE STRAP)
8' x 30' 10 10 20' x 28' 10 20 (OR) - 1/2"0 x 30" LG. STEEL ROD I --- 1/2"0 x 30" LG. STEEL ROD ----
10' x 4' 4 4 20' x 30' 10 20 1/8" WIRE' AIR—
CRAFT CABLE. r
10' x 6' 4 4 20' x 32' 12 24
10' x 8' 4 4 20' x 34' 12 2.4 "HUGHES" #ANSH, CONIC. ANCHOR HEAL),
10' x 10' 4 6 20' x 36' 12 24 W/5/8" X 3" RAWL LOK/BOL T
(SEE SCHEDULE) �
10' x 12' 6 6 20' x 38' 14 28 7 I I
10' x 14' 6 6 20' x 40' 14 28
10' x 16' 6 6 20' x 42' 14 28 ALTERNATE `
10' x 18' 6 6 20' x 44' 16 32
_ �\
10' x 20' 8 8 20' x 46' 16 32 ANCHORING DETAIL HELIX:
10' x 22' 8 8 20' x 48' 16 32 9 GA. x 4"0
10' x 24' 8 8 20' x 50' 16 32 FOR CONCRETE PAD ` --� WITH 2" PITCH
10' x 26' 10 10 20' x 52' 18 36 NTS \ 17 A10
I
10' x 28' 10 10 20' x 54' 18 36
10' x 30' 10 10 20' x 56'
18 36
10' x 32' 12 12 20' x 58' 20 40
10' x 34' 12 12 20' x 60' 20 40
10' x 36' 12 12 24' x 20' 8 16
10' x38' 14 14 24' x22' 8 16
2"x 4' STUDS, 24" O.C.
10' x 40' 14 14 24' x 24' 8 16 ---- '
SEMCO "RTP20812" ANCHOR - 2" X 4" PLATE
12' x 4' 4 4 24' x 26' 10 20 (1"x12" 20 GA. GALV. STRAP) SINGLE HELIX GROUND ANCHORS CORAL ROCK ANCHORS
12' x 6' 4 4 24' x 28' 10 20 (AT EA. STUD) 2_' X 6" PLATE (P.T.)
12' x 8' 4 4 24' x 30' 10 24 FASTEN W/6--10d NAILS 4" CONC. SLAB (2,500 P.S.I.) — NTS NTS
12' x 10' 4 4 24' x 32' 12 24
UPLIFT 820 Ibs, W/6X6 10/10 W.W.M.
CAULK (ALTERNATE: FIBER MLSH CONC.
12' x 12' 6 6 24' x 34' 12 24 WITH NO REINFORCING WIRE MESIi) NOTES: 1. THESE PLANS ARE IN COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE 1996
12' x 14' 6 6 24' x 36' 12 24
BROWARD COUNTY EDITION & DADE COUNTY EDITION, WIND LOADS PER ASCE 7-88.
12' x 16' 6 6 24' x 38' 14 28 � _ n
12' x 18' 6 6 24' x 40' 14 . 28 2. THESE PLANS ARE IN COMPLIANCE WITH THE 1997 EDITION OF THE STANDARD BUILDING
~-
''- -a n CODE, SECTION 1606.2 FOR WIND VELOCITY OF 110 M.P.H.
12' x 20' 8 8 24' x 42' 14 28
n -
12' x 22' 8 8 24' x 44' 16 32 �, ° -- ---- 1/2" "J" BOLT EMBEDDED
�`- 6" IN CONC. AT 4'---0" 0C.,
12' x 24' 8 8 24' x 46' 16 32 2" WASHER.
12' x 26' 10 10 24' x 48' 16 32 as ---- - OR
12' x 28' 10 10 24' x 50' 16 32 1 �- /
. 1 2- #5 C0N1 2" DYNABOLT EMBEDDED
—
12' x 30' 10 10 24' x 52' 18 36 6" IN CONC. AT 4'--0" O.C.,
12' x 32' 12 12 24' x 54' 18 36 I W/2" WASHER.
12' x 34' 12 12 24' x 56' 18 36
12' x 36' 12 12 24' x 58' 20 40
12"
_. 12' x 38' 14 14 24' x 60' 20 40 ---------- -- ------
REV. GROUND ANCHOR DETAIL R.E. 4-9-01
''
12 x 40 14 14
� REV. ADDED NOTE FOR GROUND ANCHORS R.E. 7-14-00
12' x 42' 14 14 REV. CODE DATE 8-9-99
REV. CODE DATE PER GLEN CAUDILL R.E. 12-17-98
12' x 44' 16 16 REV. CODE DATE PER GLEN CAUDILL R.E. 1-21-98
_ 12' x 46' 16 16 TYPICAL SECTION FOR BUILDING
REV. CODE DATE PER GLEN CAUDILL R.E. 12-10-97 FERRARA ENGINEERING, INC.
12' x 48' 16 16 INSTALLATION ON A CONCRETE SLAB REVISED R.E. 4-9 97
REVISED R.E. 3-2-97 200 W. WISCONSIN AVE. - DeLAND, FLORIDA 32720
12' x 50' 16 16 P.O. BOX 2948 386/734-8792
REVISED R.E. 2-19-97
N TS REVISED R.E. 1-23-97 Master Plans
REVISED - R.E. 8-7-96 Typical Blocking
As Manufactured By. Ted's Sheds, Inc. )EG. _. _ REVISIONS '� BY DATE and Anchoring Details
Bonita Springs, Florida 33923 DRAWING
1-800-771-0866 -
NOT VALID UNLESS DATE: 11-27-94 PROJECT NO. SHED?
" --"--- -- EMBOSSED WITH SCALE: N.T.S. DRAWING NO.
RARD J. FERRARA, P.E. ENGINEER'S SEAL AND
(GF) FILE NAME: C:\DWG\TEDSHED\SHED7 FLA. E NGINEER NO. 11985 ORIGINAL SIGNATURE DRAWN BY: Sheet 3 Of 3