HomeMy WebLinkAboutEngineering TED 's SHEDS INC. (L id,
1000
BAVARIA 0
FT. MYERS
FLORIDA 33813 e
SINGLE WIDE ANCHORING PLAN
146 M.P.H. WIND SPEED _
IUIND DESIGN CRITERIA >i
EXP05URE "B", GATEC70RY I, isP
ENGL05ED, INT. PRE55URE *R
GENERAL NOTE$ GOEFFIGENT t 0.18, x,
D. CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS IMPORTANGE FACTOR 0.77 AND VT
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING GOId71TIOH5 BEFORE PROCEEDING,GONSTRUGTION.HE SHALL REPORT ANY
SITE CONDITIONS. DISCREPANCIES TO THE ENGINEER FOR C0MEGTION PRIOR TO BEGINNING
2. THE CONTRACTOR SHALL BE RE5PON51BLE FOR COORDINATING ANY WORK.THE 0I5GOVEiRY OF DISCREPANCIES AFTER THE BEGINNING OF
ARCHITECTURAL,STRUGTLRAL,MECHANICAL,AND ELECTRICAL DETAIL WORK HILL BE EVIDENCE OF FAULTY WORK AND SHALL Be THE ZONE WIND SPEED
AND DIMENSIONS.ANY DISCREPANCIES BETYffN SLGH DETAILS AND RESPONSIBILITY OF THE CONTRACTOR DO NOT SCALE DRAWIN6s.ALL
P160 ION5 SWILL BE REPORTED To THE EN69EHR PRIOR TO YRITTEN DIMENSIONS GOVERN. 146 MPH
PROCEEDING WITH THE YORK. 9. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS
S. TIE CONTRACTOR SHALL BE RESPON51BLE FOR ERECTION PROCEDURE AND LABOR REGLIRED TO COMTHE
THE'TOTAL PROSECT.TROOF I -26.8 m
AND SEGIIENGE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS CONTRACTOR SHALL R,RNISH AND PAY FOR ALL MATERIALS,TOOLS,
COMPONENT PARTS DURING CONSTRUCTION EGIAPMENT,LABOR MACHINERY,TRANSPORTATION,NEAT,HATER,UTILITIES, ROOF 2 -46.3 S
4. THESE PLANS HAVE BEEN PREPARED PER REWLATION5 OF THE 2004 AND ALL OTHER FACILITIES AND SERVICES REAUIRED FOR THE SAFE AND ROOF 3 -b85
`FLORIDA BUILDING GORE.THE WORK OF ALL CONTRACTORS SHALL PROPER EXECUTION AND COMPLETION OF THE YORK. <
COMPLY WITH THE RbXIREMENT5 SET FORTH M THE AFOREMENTIONED 10. THE ENGINEER SWILL BE TIF i INTERPRETER OF THE CONTRACT DOGUMENT5. WALL 4 -31.8 Za I
LODE.NO DEVIATIONS FROM THE YORK 5HOH N OR REASONABLY IMPLIED THE DOCUMENTS SHOW AN OVERVIEW OF TIE WORK REQUIRED UNDER THIS )
$HALL'BE UNDERTAKEN WITHOUT THE B46INEERS WITTEN COW"-A CONTRACT AND RELATED REOUIR$TENT5 AND CONDITIONS THAT WILL WALL 5 -393 � �'
COPY OF WHIGH WILL BE FILLED AIT} THE GON5TRUCTION OFFICIAL IMPACT THE PROJECT.ALL DRAWIN65 ARECOMPLIMENTARY.THE n
5. ANY GHAN5E5 TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE DRAYING5 GENERALLY SHOW THE INTENT OF THE OVERALL COMPLEXITY
MADE WITHOUT YRITTEN CASENT FROM THE ENGINEER. AND CONCEPTS OF THE PROJECT,AND DO NOT NECESSARILY SHOW ALL _
6. THESE DRAWIN65 ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT DETAILS AND CONDITIONS.
BE USED PITH=HIS CONSENT.DRAWINGS SWILL NOT BE USED FOR P55LE 11. ALL NEW INTERIOR CONCRETE SLABS AND FOMATION WALLS AND
OF BUILDING PERMIT UNLESS 516NED AND SEALED BY THE E46INEER. FOOTINGS SHALL HAVE SOIL POISONING UBPER NEW WORK AND SHALL BE SHUT Llat tABLE
1. THE OWER AND THE CONTRACTOR SHALL HOLD HARMLESS THE EN6INEER INSTALLED BY A LICENSED CONTRACTOR.ALL NORK SHALL BE p
FROM AND AGAINST ALL LIABILITY GLAIM5,DAMA6E5,LOSSES AND COMPLETED IN ACCORDANCE WITH ALL STATE AND DEPARTMENT OF 2 772V A
EXPEN5E5 INCLUDING LEGA FEES ARISING OUT OF OR RESULTING FROM A6RICALTURE,STRUCTURAL PEST CONTROL DIVISION REGULATIONS,RA-E5, 5HEET NUMBER 5HEET TITLE
ERRORS OR OMISSIONS IN THE EN 51EER 5 DRAWIN%AND THE DEFINITIONS AND REGLAREMENTS. I RCR 0V2l/01
PERFORMANCE OF THE WORK BY THE CONTRAGTOR.ALL YORK AND 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND 6-1 1 of 5 COVER SHEET
MATERIAL SHALL MEET THE REIIIREMENT5 OF ALL LOCAL AND STATE MAINTAINING ALL EXISTING SETBACKS,EASEWNTS,AND ANY DEED
BUILDIN6 CODES AND THE 5PEGIFIGATIONS OF THE NATIONAL BOARD OF RESTRICTIONS. A-1 2 of 5 ANCHOR GHART5
FIRE IMDERYRITERS.THE DRAWIN55 5HOW THE GENERAL ARRAN6EMENT5 19. THE GENERAL CONTRACTOR SHALL BE RESPON5IBLE FOR FINAL CLEANUP
AND EXTENT OF THE YORK.AS THE YORK PRO&RE55E5,THE OWER AND AID SHALL WAIVE THE SITE,AND THE BUILDING. THE ENTIRE PRO_EGT A-2 3 of 5 ANCHOR DETAILS EVATE,THE CONTRACTOR,AT NO E
XTRA COSTS,SHALL MAKE MODIFICATIONS TO SHALL BE LEFT IN A NEW,CLEAN CONDITION MAKE THE PARTS AIGN. A-3 4 of 5 ANGHOR DETAILS FSCLE. NO SCALE
A-4 5 of 5 ANCHOR DETAILS 2Td-0NH
Q Q /SM�EET
G-1
ITHFc)F P1 ANS WFRF r)FSirwr) IN ArrnRr>ANr.E WITH THE 2004 FLORIDA BUILDING GODE WITH THE 2005/2006/2001 SUPPLEMENT5 FOR A THREE 5EroND GU5TDF 146 M.P.H. of 5
°SGHEDULEa FOR ANCHORS PLACED 1IE8144L INTO GROUND
MINIMUM k MINIMUM k MINIMIM k MINIMIM k MINIMUM k MINIMUM k MINIMUM k MINIMUM k MINIMUM k MINIMUM k MINIMUM k M
YUDTH x OF SOIL OF GONG. WIDTH x OF SOIL OF Gam• WIDTH x OF 501L OF GONG. I uDTH x OF SOIL OF Gam• ""TH x OF SOIL OF GONG. WIDTH x OF SOIL OF GONG.
LENGTH ANGHOR5 PADS LENGTH ANCHORS PADS LENGTH ANGHOR5 PA05 PE LENGTH ANCHORS PADS LENGTH ANCHORS PADS LENGTH ANGIORS PADS �
4'x 6' 4 3 6'x b' 4 3 &'x b' 4 3 10'x 6' 4 3 II'8'x b' 4 3 13'8"x b' 4 3 Q
4'x 8' 4 3 6'x 8' 4 3 8'x 8' 4 3 IO'x 8' '4 3 11'8"x 8' 4 3 13'8'x 8' 4 3 8= 111
4'x 10' 6 4 6'x 10' 4 4 8'x 10' 1 4 3 10'x 10' b 4 II'8'x 10'1 6 5 13'8"x 10' 4 4 t
W x 12' 6 4 6'x 12' 6 4 8'x 12' 6 4 10'x 12' 6 4 II'8'x 12' b 5 13'8'x 12' 6 4 W IIIIHHHH _
W x 14' 8 5 6'x 14' 6 5 8'x 14' 6 4 10'x 14' 6 5 11'6"x 14' 6 5 13'8'x 14' 6 - 5 $ �y
4'x ib' 10 5 6'x Ib' 6 5 8'x 16' 8 5 10'x Ib' 8 6 11'8"x Ib' 8 6 13'8"x Ib' 6 5 4
4'x 18' 10 b b'x 18' 1 8 6 8'x 18, 8 5 10'x 18' e 6 115'x 18' 8 6 13'8'x 18' 8 6
4'x 20' 12 7 b'x 20' 8 6 8'x 20' 8 5 10'x 20' 6 6 11'8'x 20' 8 6 13'8"x 20' 8 6 Q z
4'x 22' 12 7 b'x 22' 8 6 8'x 22' 10 5 10'x 22' 10 1 11'8"x 221 10 6 13'8'x 22' 8 7
4'x 24' 12 l b'x 24' 10 1 W x 24' 10 5 10'x 14' 10 1 11'8 x 24' 10 7 13'8'x 24' 8 7 3kr
4'x 26' 12 8 6'x 26' 10 7 8'x 2b' 10 6 10'x 2E' �10 7 11'8'x 26' 10 7 135'x 26' 10 7
4'x 28' 14 8 6'x 28' 10 7 8'x 26' 12 8 10'x 28' -12 7 11'15"x 28' 12 7 13'8"x 28' 10 7
4'x 30' 14 q b'x 30' 10 1 8'x 30' 12 8 10'x 30' 12 6 11'8'x 30' 12 8 13'15'x 30' 10 7 �n
4'x 32' 14 q b'x 32' 12 8 8'x 32' 12 8 10'x 32' 12 8 11'15'x 32' 12 8 13'8"x 32' 12 8 %n
jE
4'x 34' 16 0 6'x 34' 12 8 8'x 34' 14 q 10'x 34' 14 8 II'8'x 34' 14 8 13'8'x 34' 12 q
4'x 36' 16 10 6'x 36' 12 8 8'x 36' 14 q 10'x 36' 114 q 11'8'x 36' 14 q 13'8'x 36' 12 q
4'x 38' 18 11 6'x 38' 14 q 8'x 315' 14 10 IO'x 38' 14 Ell I I'8'x 38' 16 q 13'8'x 38' 12 10
4'x 40' 18 II 6'x 40' 14 q 8'x40' Ib 10 10'x 40' 16 II'8'x 40' 16 q 13'8'x 40' 14 10
1I x 42' 16 q 13'8'x 42' 14 II S M1
II'8'x 44' 18 0 13'8"x 44' 14 II a�a
L
18 0 13'8'x46' Ib 12
18 10 13'8"x48' Ib 12
20 It 13'8"x50' 16 13 F
13'-8'HOE ARE TO HAVE 2 501L
ANCHORS AT THE ENDWALLS A5
ANCHM M=M WWC= WELL
REV BY I DATE
FOR 5TANDARD AND BARN TYPE 5HED5 AT 146 MPH 4 ANCHORS I RGR 01/27/01
22'-0"
in
'OATS 2A/A/06
DRN BY. MBR
N CN Q CHIC BYs FSG
4 ANGHOR5 5GALE. NO SCALE
EXAMPLE 13'-8'BY 22' WA.NO' 173-01e
Q Q �S/►+H1EET,
Tures DI AkIr, WFCF nP1rNF17 IN At'.rnanAWF WITH TWF 9004 FI ORIDA RJILDING CODE WITH THF 2005/2006/200'7 5UPPL.EMENT5 FOR A THREE 5EGOND GUSTOF 146 M.P.H 2 Of 5
i
IV-
I. 6RAIN OF EILOGKIN6 MU5T Q ry
I I/4'x 20 6A.6ALV. RUN PERPENDICULAR TO
2x4 WALL SND STRAP RUN FROM ANCHOR 6RAIN OF FLOOR JOISTS. (YR
TO FLOOR JOIST AND Ly, 3S >
FASTENED TO J015T A5 PER 2x4 WALL SND "
2x4 P.T.SOLE
APPROVED PLANS BY h J
3—0" FLORIDA D.G.A. 2x4 P.T.SOLE 3/4'P.T. 2_
PLATE DONT. STRAP LENGTH PLATE DONT. PLYWOOD
3/4"P.T. P.T.RIM
N
ST COT.
P.T.RIM PLYWOOD JO `
J0I5T CONT. 1/2'MACHINE BOLT W/1 1/2'FENDER PT FLOOR J06T n z
P.T.FLOOR JOIST Wp5HER OF ANCHOR THRU O
(2)2x12 _OGK IN51DE OF
(2)2xb P.T.OR J015T NOTE (?J 2xb P.T.OR M
FINISH FINISH BEYOND (2J 2x4 P.T.
(?)2X4 P.T.
_—_— — — — (2)16"xb'x4' 1 _—_— =_ — (2)Ib'xb'x4' N
I I—III—III=III—III= THICK MIN.GONG. -i I 1 I I— I _-I I-III=I i—i 11= THICK MIN.GONG. N
2500 P51 PAD I i� 2500 P51 PAD
=11__ = A-u I I— -1 I( I I—_— (SEE SGHED.5H.A-1)
-I I I r QUIK�ET STABILIZER PLATE#59291 BY TIE -I I I I I I I I GIJIK-5ET 5TA131LIZER PLATE#59291 BY TIE
DOWN EN6INEERIN6 OR EQUAL.AT ALL I— I — DOWN EN6INEERIN6 OR EGIUAL.AT ALL
_I ANCHOR LOCATIONS EACH 51DE OF SHED :�I I _I I ANCHOR LOCATIONS EACH 51DE OF SHED
DETAIL XX I I 6 AW�HOR sff I I 1 I GROUND ANCHOR SEE DETAILS ! pmt
DETAILS l 5GHEO. 5GHED#1 SHEET A-5. Z iti j g
ANCHOR%BUILDING CONNECTION E NOR TO FLOOR JOIST
LTERNATE ANCHORING D TAI <°
SCALE:N.TS. SCALE:N.TB. I ;
2
'REVI BY I DATE
I IMBRI 2/14/06
2 RGR 01/2l/07
R
I
06MBR
FSG
NO SCALE
273-07D
^^^� ^m^^ wlli nlur� rnnF WITH THF 2005/2006/2001 5UPPLEMENT5 FOR A THREE 5EGOND 6U6TOF 146 M.P.H. 3 of 5
�
2x4 WALL STUD saaaa man= 2x4 WALL 5TUD
o I. GRAIN OF 6LOCKIN6 MUST 2x4 P.T.SOLE a�
2x4 P.T.SOLE RUN PERPENDICULAR TO PLATE CONT. P.T.FLOOR JOIST d fill
PLATE CONT, 6RAIN OF FLOOR JOISTS. P.T.RIM
n, JOIST CONE.
3/4'P.T.
XK 1/2'MACHINE BOLT PLYWOOD
KW AND WASHER 3/4'P.T.
PLYWOOD o o
P.T.FLOOR JOIST 9• < .}
tt: 2x12 BLOCKING .. C11 2x6 P.T.OR
FINISH SEE NOTE (2)2x6 P.T.OR FINI - - (2)2x4 P.T.P.T.RlF ry
_ (2)2X4 P.T.
DETAIL XX MAIL
JOIST -III-H I —I I - ExISTINb LONG.SLAB TO BE STYLEGREST =1 EONSTRI(TONG.SLAB TO BE R
c � —II-II— js ]
STYLECRESTDOUBLE • ',• •. DOUBI.EI I.' '--III- -III-I I CONSTRICTED BY PROPERTY iL
TEN"HHEAD =1 I 1 CAL CONSTRINECTIAg.BY A PROPERTY TENSION HE/1D(4°°°°d'=1 I 1=1 I I—I 11= I=1 11= °" R� REAR
FASTENED IWS/64� 0) - JOC IA9T CABLE FROM S R IN S 2 NTH FASTEED WF✓8'x3'!fX - I I-I I- `�EGTI I 2
"OVER FLOOR
HEAD EXPANSI BOA]=1 I 1-1 I 1-1 I I r•� r_vR °�.`/ FEAD EXPANSION BOLr _I I I_ I -III
(461060)REFER TO= (481060)REF TO i I-III- I V4'x 20 6A GALL. 0 Z
CHART)A-4 III- ' I I III-,.III 0 CHART I.A-I FOR NIMBER REdARED JOIST STPAND FASTENED TO TENSION HEAD
SEE DETAIL'YY' p
Ul Z
AIRCRAFT CABLE TO ANCHOR STRAP TO ANCHOR
AVIRNATE ANCHORING D TAl t0 AB AI.tERNAtE ANCHORING METAL t0 3A5
E SCALE:N.T.S. SCALE:KTS.
gn
2x4 WALL STUD
11/4'x RUN 20 6A.6NV. 2x4 WALL STUD
2x4 P.T.SOLE STRAP FROM ANCHOR
TO FLOOR JOIST AND
PLATE CONT- FASTENED TO J015T 1')9'x20 6A.
3.-0" STEEL STRAP m
zz STRAP LEN6TH 3/4"P.T. 2x4 P.T.SOLE 'g
PLYWOOD PLATE CONT.
P.7.FLOOR
JOIST
2x8 P.T.SOLE 5 I/4' �SnNs cm.SLAB TIMTED BY THE iPROPERTY
9' P.T.RIM BASE DONT. pyo IN ANGE WITH
JOIST GOVT. (2)24 P.T.OR ;l SEC 18059.2 TH 2 45 REBAR T' 1
(2)2X4 P.T. Q <
DETAILu -I I I _ FINISH
'III--III' •�, i I -III
STYLELREST DOUBLE _ERfSTINd fONG?CAB TO BE _-_-
TENSIOON WAS( _-_-I 11= TTR�IGyATEEDD,goB��tYpTAHNE�PPROPERTY �I=I�I=I��_��I • . --I�I-I 1 1 1,- rzf
f
HEAD EXPANSION BOLT=1 11=1 I I I I IN In"""'- TM 2 M5 REBAR =I I I i I I i i 1-�--I- =� I IV2'I�AN510N BOLT EMBEDDED
(481060)REFER TO—1 I I— ' 1—1 I I III=III--III=III=III- I C.KITH LAT WASHER o REV 01/21/a7
� /�
CHART I A-1 -i .1 11=III 1=1 11=1 I I-11 I I-�CHART WA-42
'I--III,;,IIII�1111111111-
STRAP TO ANCHOR BUILDWG TO SLAB DRN BY. MBR
ALtERNAtE ANCHORING DEtAIL t0 SLAB H IN3tA LAtION ON 1311 CONC_ 3AB ""� I%
SCALE:KT S. SCALE:KTB. o SCALE, NO-Olb
K.O. SCALE
N0, 213-018
Q 5HEET
ROVI-�,
$TERyT
146 MPH Exb SKID
MAXIMUM 5PAGIN6 �-----d`--d` 07
FOR SHED LENGTH l
WIDTH OF EYE ANCHORS
4' I'-0" (Y a
b' 2'-b' (2)16xB SOLID
0' 2'-b• CONCRETE
to I PAID _ d'
10' 2'-T'
2'-l' HELIX.
SCALE:IR'
�
9 6m
2'-II" WITHA.2"x PI4"TCH
(TYPIG Ii 5M 5HEET A-1 FOR ANCHORING AND BLOCKING 5PAGEIN6
I. ANCHORS PLACED AT IO'MAX - - j
FROM END OF BUILDIN6.
2. MINIMUM OF TWO ANCHORS Q
EACH 51DE OF SUILDIN5 EYE ANGHORS
-- o
EYE cANCHOR uLOGK1Wj
SCALE:N.T.S.
I N
4 16M(2) x0"x4"GONG. 4
A_4 PAD5(TYP) A 4
146 MRH 146 MPH
MAXIMUM SPACING MAXIMUM SPACING m
FOR SHED LEN6TH FOR SHED LENGTH
WIDTH OF AIRCRAFT GABLE WIDTH ANCHOR5OF HILTI KWIK BOLTS
4' O'-II" 4' 1'-3'
b' I'-5" 6' 1'-10" I.ANCHORS FOR THE PUILDING GORNER5 MU5T NOT
BE MORE THEN 2'-0 MAX FROM THE BUILDING GORNER5, m
b, I'-5" e' I'-10' PA05 MU5T BE LOCATED UNDER EN05 OF SKIDS.
10' 1'-5• 10'
1'-5" ANCHORING BLOCKING PLAN
I'-T" $GALE:N tb.
REV BY DATE
(ANG.PAD5 SPACED PER I RGR 0112v0T
NOTES, NOTE5: GHART'5 ON SHEET A-I
L ANCHORS PLACED AT 5'MAX I. ANGHORS PLACED AT T'MAX
FROM END OF BUILDIN6. FROM END OF BUILDIN6.
2. MINIMUM OF TWD ANCHORS 2. MINIMUM OF TWO ANGHOR5 :KO.
06
EACH SIDE OF BUILDING EACH 51DE OF BUILDING Y: MBR
AIRCRAFT GABLE HILTI KWHC BOLI o Y, FSG
; SCHEDULE 5 SCHEDULE S CtION NO�A8
I SCALE:N.TS. o. 2T3-oie
Q Q SHEET
SCALE:N.T.S. SCALE:N.T.S.
i
Tom« DI AAIG IMF:DG n>=c:�IrAIFn IM Ar.1,,nt2nANr.F WITH THF Onn4 FI ORIDA F301-DING CODE WITH THE 2005/2006/2oOl 5UPPLEMENT5 FOR A THREE 5EGOND 66TOF 146 M.P.H. 5 of 5