HomeMy WebLinkAboutProduct Approval I a gill
Toms SH10,811 INC. Igi
I
350 LAREDO AVENUE W
FT. MYER5, FLORIDA 330105 4 m ry
190�•0l� c4i �=o��
PILE COPY §gPN
SINGLE WIDE ANCHORING PLAN l f i'
130 M.P.H. WIND SPEEDt
WIND DESIGN CRITERIA
EXPOSURE 'B",CATEGORY I,
ENCLOSED,INT.PRE55URE
GOEFFICENT t 0.18,
GENERAL NOTEIMPORTANCE FACTOR 0.71
6. CONTRACTORS BR
ALL OEM AND VERIFY ALL AN DIMENSIONS AND
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VFRIFYIM ALL EXISTIK CONDITIONS BEFORE PROCEEDINS CONSTRUCTION.HE SHALL REPORT ANY 'aS.
SITE COIDRIOP& DISCREPAZIE5 TO THE EN6IFEER FOR CORRECTION PRIOR TO ECGRdLNG -'':T• -
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATIM ANC HONK THE 015COVERY OF DISCREPANCIES AFTER TIE BEGINNING OF WIND SPEED .
ARGNTEGTURAI„STRDCTURAL,MECHANICAL,AID ELEOTRCAL DETAIL IV W MILL BE EVIDENCE OF FANLTY YORK AND SNAIL BE THE ZONE _
AND ME NSION S.ANY DISCREPANCIES SETM♦EEN S"DETAILS AND RESPONSIBILITY OF THE CONTRACTOR.DO NOT SCALE DRAKH55.ALL 130 1." g
OIM WN!5 SHALL BE REPORTED TO THE EWRI ER PRIOR TO WI DIMENSIONS GOVERIL !4
PROCEEPM PITH THE MOM 4. THE COMRACTOR FOR 7X15 PRO.EOT SHALL IN0.UDE ALL MATERIALS
3. THE CONTRACTOR SHALL BE REFONSFOR ERECTION PROCEDURE AND LABOR REQUIRED TO COI�LETE TIE TOTAL PRoxv.TIE ROOF I -212ANDASCKi.ETOE TO IILME THE INTEGRITY TY OF THE 9ELDIM AND 1T5 CONTRACTOR SHALL MM05H AND PAY FOR ALL HATSUALS,TOOLS, ROOF 2 -36.1
GOWON EUr PART5 OlriiN6 CONSTRUCTION, EL U ME NT,LABOR,MACI@HtY,TRANSPORTATION,TEAT,MUTER,UTILITIES,
4. THESE RAM HAVE BEEN PREPARED PH2 RK T[OH5 OF THE 2004 AND ALL OTHER FACILITIES AND 5ERVICE5 REWREO FOR THE SAFE AND ROOF 3 -543 m <o
FLORIDA BUILDING
CODE.THE WORK OF ALL CONTRACTORS SHALL PROPER EXE:=OH AND COMPLETION OF TIE WORK
COMRY WTH THE REGIAREMENTS SET FORTH IN THE AFOREMENTIONED 10. THE ENSIIEER SHALL HTE TIE INTERPRETER OF ME CONTRACT DOCL/ENTr. WALL 4 -25.2
CODE.ND DEVAT ONS FROM THE WORK SHOWN OR REA50RABLY HUED THE DOQPENIS SHOK AN CM6RVIEW OF TIE WORK REONRED UHDER THIS
SHALL BE WE RTAKEN YaWoff THE ENSINEERS HUM CONSENT-A CONTRACT AID RELATED REQUIREMENTS AND CONDITIONS THAT KLL WALL 5 -31.1 m j
COPY M WECH POLL BE FILLE12 1,41H THE CONSTRICTION OFFICIAL. IMPACT THE PROJECT.ALL P AKN65 ARE COMIPLIffNTARr.THE ^3
5. ANY CHANSES TO OR DEVIATIONS FROM THESE DRMMS SHALL NOT BE DRAWN66 6ENE RALLY SHOW THE WENT OF TIE W ALL COMPLEXITY
RADE WTTYAT M6i TTEN COtFfM FROM THE EHSINEER. AND CONCEPTS OF THE PROXOT,AND DO NOT I ECE56ARILY SHOW ALL
6. THESE DRAYM65 ARE THE PROPERTY OF THE E N6N�R AND SHALL NOT DETAILS AND CONDITIONS. _
BE NEEDLEKT OUC HIS CONSENT.PRAWN 555 SHALL NOT BE IEE FOR 159.E11. ALL MEW INTERIOR CONCRETE SLABS AND FOMDATION HALL.5 AND
OF HERDING PHUIT R S6 516NM AID SEALED EM THE EMINE9C FOOTIN65 SPALL HAVE SOL POISONNH5 MOM H51 YORK AND SHALL BE SHEET LIST TABLE
T. THE OMEE3R AMD THE CONTRACTOR SHALL IOTA H ARM.ESS THE EMIIEER INSTALLED BY A LICENSED CONIRAGTOR ALL MORK SHALL BE LJ
FROM AND AGAINST ALL LIABILITY CLAIM VNIASE5,L055ES AND COFPLETED IN ACCORDANCE WTN ALL STATE AND DEPARiM@NT OF REV BY DANE
ERROREXPENSS,INCR SVS LEGAL E EN ARSIINFER S our OF OR AND
THEM FROM DEFICULTVPE,AND
PEST CONTROL DIVISION IZFfAE.ATION6,R1LE5, SHEET NUMBER 5HEET TITLE
ERRORS OR OMSSIOM IN THE Y THE
DACTOR.AND TIE DEFINITIONS AND REGAIN BE RE
RA75 SHA OF THE WORK BY RE CONTRACTOR.ALL HONK AND IZ THEKA TANTM ALL
SALE,S RESPONSIBLE FOR Vf.AND A AND
MATERAL STALL AND
T THE PEOUR CATIONS OF ALL LOCAL AND STATE MAIMAMM6 ALL E%ISnM SETBALTU,EA5T3ENI5,AND ANY DEED G-I I of 6 OWER 5V{$T
BVLFIRE UNS COVESRMUT AND TIE RAM N65 S ONS HE THE NATIONAL BOARD OF THE GENERAL A-I 2 OF 6 ANCHOR CHARTS
FIRE RDENMOF THE.TIED AS TH 5 STOW THE GQERAL TIE OMR
ENT5AND 13. AN SHALL I CONTRACTOR SHALL BE WWII£ABLE FOR FINAL LLEANP DATE, 7/6/06
AND EXTENT T THE MONK.A5 THE STSC HALL MAKE
EH THE OWER AND AND SHALL INCLUDE THE SITE,AND THE flA1DIM.THE ENTIRE PRO.KT A-2 3 Of 6 ANCHOR CHARTS DRN BY, MER
RE CONTRACTOR,AT NO EXTRA LO5T5,SHALL MAZE MODIFICATIONS TO SHALL BE LEFT IN A NEM(CLEAN COMDITON,
MAS THE PARTS AL16R A-3 4 of 6 ANCHOR DETAILS �,�,I FSG
D
A-4 5 OF 6 ANGHOR DETAILS HO.NO. 2T3-OTT
A-5 6 of 6 ANCHOR DETAILS SHF°ET
C-I
THESE PLANS PERE DESIGNED IN ACCORDANCE AITH THE 2004 FLORIDA BUILDING CODE VV/DECEMBER 12th,2005 AMENDMENTS FOR A THREE SECOND GUSTOF 130 M.P.H I of 6
SCHEDULES FOR ANCHORS PLACED AT 4V INTO GROUND a
nINP7Un+n1NnLn" nMnun.nON1Un. nMlnun x nWP1Un a nlWnOn'p nlNnun a nIN11UPl a nIN21un a nIN01un.nOtf7Un• dj$
MOTH x OF SQL OF LONG kvTHLENGTH
x OF SOIL OF CONL. WIDTH x OP SOIL OF CANC. WDiH x OF SOIL OF CONC W.ID1H x OF SW- OF LANG lJIDTH x OF 500- pP LONL.
LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER
SKID SK SKID SKI) SK SKID
1'x 6' 4 3 6'x G' 1 3 B'x 6' 1 3 10'x 6' t 3 0'8'x G. 9 3 13'15"x 6'I 1 3 g F c
1'x15, 6 1 6'x0' 4 3 IS.x B' t -3 10'x B' 1 3 11Wx B' 1 3 13'5-x B' 4 3 4
4'x10' 6 4 6'x b' 6 4 B'x b' 6 1 b'x 10' 1 1 0'15'x 10' 1 1 Y3'8'x 10' 4 1 U y.B n
1'x12' B 5 G'x 12' 6 1 5'x12' 6 4 10'x12' 6 1 PB'x PL' 6 1 ISWx1V 6 4
4'x11' 0 5 6'xIi, 6 5 15'x11' 6 5 10'x11' B 5 0'0'x14' B 5 13'B'x H' 6 5
1'x16' 10 6 G'xW B 5 8'x16' B 6 10'x I6' B 5 IV G' B 5 Y3'0'x b' 6 5
1'x b' 12 1 6'x IB' e 6 B'x 18' B 6 10'x IB' IB 6 1'0'x IB' B 6 13'15'x 18' B 6 _
1'x 20' 11 B 6'x 20' b 6 B'x 20' to 1 10'x 20' 10 6 I'B'x 20' 10 6 Y3'15'x 1201B 6 L.• �•:-
4'x 22' 11 B 6'x 22' b 1 6'x 22' 10 1 10'x 22' 10 1 1'15'x 22' 10 1 13'0'x 22' 10 1 F� -
I
1'x 21' I6 9 6'x 24' - b 1 B'x 21, b 1 10'x 21' 12 B 0'0'x 21' 12 a WE'x 21' IO 1 as -
1'x�- 20
10 6'x 26' 12 B B'x 26' 12 0' 10'x 26' 12 B 1'15'x 26' 12 0 13'15'x 26' 10 B :aFFF
1'xb6'x 25' n B 6'x 215' 12 B 10'x 20' 14 9 0'5'x 215' 11 9 13'0'x 215' t2 81x I 6'x 30' h 9 15'x 30' 11 9 10'x 30' 14 9 0'0'x 30' It 9 Y3'15'x 30' n 9
6'x 32' H 9 B'x 32' 11 9 b'x 32' IG 10 0'0'x 32' 16 10 13'15'x 32' Y! 9 yut ii T,` •�C. -
6'x 31' 14 10 B'x 34' It 9 10'x 31' 03 u I'B'x 34' IB 0 Y3'8'x 31' n 10
6'x 36' 16 10 B.x 36' 16 b 10'x 36' 03 0 u'B'x 36' IB 0 13'0'x 36' n b
6'x 30' No1 15'x 30' I6 ID b'x 38' 20 12 0'B'x 35' 20 12 Y3'B'x 55' 11 1
Q x'10' 15 0 B'x 10IB 1 10'x10' 20 12 0'8'x 40' 20 12 Y3'8'x 10' 11 1
0'0'x 42' 20 12 rib"x 12' Yn 12
II'B'x44' 22 13 13'15'x 41' I6 12 d) Q.
u'B'x16' 2213 13'15'x16' Ne 13
0'15'x 45' 21 It Y3'B'x 415'
1'15'x 50' 21 11 13'15'x 50' IB ht F
Yi'B'WIDE ARE TO HAVE 3 `^
SQL ANCHORS AT THE
ANCHOR MOCKINCt SCHEDULE ENDWALLS AS WELL
FOR STANDARD AND BARN Trr:SHEDS AT 130 MPH REV BY DATE
5 ANCHORS
0 0
m
ioA E 21blOb
< — < DATIBY, Hit
CHIP BY, F5G
S ANCHORS SCALE. NO SCALE
E%AnFLE 13'-B"BY 22'
KO.NO, 2T3-an
SHEET '
THESE PLANS HERE DESIGNED IN ACCORDANCE KITH THE 2004 FLORIDA BUILDING CODE W/DECEMBER 12th,2005 AMREE SECOND GUSTOF 130 M.P.HENDMENT5 FOR A TH2 QF b
gigs
SCHEDULES FOR ANCHORS PLACED VERTICAL INTO GROUND a 1,11
MINIMUM.MINIMUM n MINIMUM x MlNnun> nM21Un n MINIMUM x MINIMUM x MINIMUM x MINIMUM n MINIMUM x Mwnun.MINIMUM. di
WDiN x OF CONC. WIDTH x OF CANC. WITH x OF LONG. WIDTH x OF CONC. WIDTH x OF CONC. WITH x OF CONIC.
OF SOIL OF SOIL MI 502. OF SOIL OF SOIL OF 501 Y
LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADDKS PER LENGiH ANCHORS PAID SK PER LENGTH ANCHORS PADS PER LENGTH ANCHORS PADS PER
t'x 6' 1 3 6'z 6' 1 3 B'x 6' 4 3 10'x 6' 1 3 1'80 x 6' 4 1 3 13'8"x 6' 1 3 S F
1'x B' 1 3 G'x 8' 1 3 B'x B' 4 3 10'x B' 1 3 1'80 x B' 1 3 13'8'x B' 1 3
1'x 10' 6 1 6'x 10' 1 1 B'x 10' 1 3 10'z 10' 1 1 1100 x IO' 6 5 13'8'x to 1 t �.
1'x PC 6 1 6'x 12' 1 1 B'x 12' G 1 10'x 12' t f 2'8'x 12' 6 5 13'8"x 12' 6
4'x H' B 5 6'x11' 6 5 0'x14' 6 1 10'x11' 6 5 1'B'x IYG 5 I3'8'x It' 6 5 $oX
t'x 16' b 5 G'x I6' 6 5 8'x IG' B 5 10'x G B 6 1'8'x I6' B 5 13'0'z I6' 6 5 5]>LL<
1'z IB' 10 6 G'x IB' B G B'x IB' B 5 10'x b' B G 1'8'x IB' B 6 1310'z 25' 6 G
1'x 20' 12 1 6'x 20' B 6 B'x 20' 0 5 10'x 20' B 6 1'8'x 20' B 6 1310'x 20' B 6
t'x 22' 12 1 6'x 22' B 6 B'x 22' 10 5 10'x 22' 10 1 I.B.z 22' B 6 1310'x 22' B 1 > ���� ,•�'
Y x 21' 12 1 G.x 21' 10 1 B'x 24' 10 5 10'x 24' 10 1 P8'x 21' b 1 13'0'x 21' B 1 •<.f+a! ,Q p
4'x 26' 12 8 6'x 26' b 1 8'x 26' 10 6 10'x 26' 10 1 1'15'x 26' 10 T 13'0'x 26' B 1
I'x 26' 14 B 6'x 28' b 1 B'x 2B' 12 B 10'x25' 10 1 1'B'x 20' 10 1 13'0"x 28' B 1 1�i Vn
1'x 30' 11 9 6'x 30' b 1 B'x 3O' 12 8 10,x 30' 12 B 1'8'x 30' 12 B 13'0'x 30' 8 1 �'• N
1'x 32' 14 9 G x 32' 12 B B'x 32' 12 B 10'x 32' 12 8 1'8'x 32' 12 B 13'8"x 32' 10 8 •�� F�
1'x 31' IG 10 6'x$4' 12 B B'x 31' 11 9 b'x 31' 12 8 1'15'x 34' 12 B 13'8'x 31' b 9
4'x%' IG 10 6'x 36' 12 B B'x 36' 11 9 b1B
'x 3G' 11 9 ''x 36' It 9 13'8'x 36' b 9
e'T
x 38' 14 9 8'x 3151 11 10 10'x 38' 11 9 1'0'x 30' 14 9 13'00 x 3B' ID 10 '' '•gyp,
1'x t0' IB 1 6'x t0' 14 9 0'x10' Ke b 10'x•10' H 9 1'8'x 10' 14 9 13'0'x f0' b b 'b'
1'5'x 42' H 9 13'0'x 12' 12 1 �
1'0'x 44' I6 b 13'8'x 11' 12 1 <
1'8'x 16' 16 10 13'8"x 16' 12 YL $ DC
2'8'x 16' 16 10 13'0'x 10' 12 12 gym]E
PB'x 50' 18 1 13'8'x50' 14 13 F 29^( ap
�U
Pi'-8'WIDE ARE TO HAVE 2 x'
SOIL ANCHORS AT THE
ANCHOR_BLOCKING 8CHROU1.E ENDWALLS AS WELL
FOR STANDARD AND BARN TYPE SHEDS AT 130 MPH REV ar vATE
t ANCHORS
Z � O
z ;n DATE, 6/06
a — < DRN Bl'�MNR
N N LHK BY. FSG
t ANCHORS � ' 5LALE
EXAMPLE 1318"BY 22'
11/S+H1ff2
THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE YU DECEMBER 12th,2005 MIENDMENT5 FOR A THREE SECBND Gu5T0F 130 M.P.H 3 of 6
. GRAIN
HALL STUD 1
I. GRAIN OF BLOCKING FT 211 LULL STUD2x4 P.T.SOLE yhh"
2x1 P.T.SOLE RUN PERPENDICULAR TO PLATE CONT. P.T.FLOOR JOST
PLATE CON;. GRAIN OF FLOOR JOISTS. �Y P.T.Rh
JOST CONT.
w
/�/� V2•)UCHME BOLT PL11d700
W/rM AND(USHER 3/Y P.T.
c PLYKYA Fo D m
P.T.FLOOR JC6T �
9'
e 9• 202 BLXFWG F (2)216 P.T.ORFINISH rc yni urvi
SEE NOTE (2)2x6 P.T.OR l2)ON P.T. S r
(2)2%1 P.T. _:.� —I_. — — -
DETAIL XX GRADE.-- _ :. DETAIL 1'1' _ _ o
P.T.RP7. — _ — .—. — - /• — EIOSTING CIING SLAB i0 DE
JO6T PJTvS _- _ — .--..I— O65TDIG CONC.SLAB TO BE smeCResT DW�BLEJ — — — CONSTRUCTED BY THE FROFE9TY >LL
STriECREST DOUBLE �' ' .! VD•LfRE ARCRAFT CONSTRUCTED By THE PROPERTY JENSON HEAD(termooL _ —1:_ -_I• - OWNER IN ACCORDANCe NTH
TENSION HEAD(10FA00) — —I- COLE PR(ri RPI OWNER p+AGU)ROANCE WITH - =i SECTION 00113 NTH 2 x5 REBAR, ✓.
PASTENEO uh/Dt3•HE%
PAstENED u/5/Bk)'HEX---:I— JpST TO HUGHES SECTION 00113 NTH 2 x5 REBAR
I I i CON ANCHOR HEAD E7VANSYIN BOLT_: I — —_�'I VY x 20 GA GALV.
HEAD MANSION BOL1= -i 1 Ti _ (tM)REFER TO
(10060)REFER 10-i I- -I I-1 I CHART I A-FOR MHBER REQIREDI —. STRAP RUN OVER FLOOR ,F
CHART G A-5 J@iT AND FASTENED ; `.'3,'A •1 t:
t0 TENSION HEAD
see veTAL
AIRCRAFT CABLE TO ANCHOR STRAP TO ANCHOR
ALTERNATE ANCHORING DETAIL TO SLAB ALTERNATE ANCHORING DETAIL TO SLAB>.`.`�'. '4 .•
E SCALE:KT.5. r SCALE:N.TS. .
2xi WALL SND ((51•V1'x 20 W GALV. 2x1 WALL 5111D -
j� *;
STRAP`
P.T.SOLE TRAP RUN FROG ANCHOR
PLATE CONI. 10 FLOOR JOIST
AND
FASTENED 10OJOIST Ik9k20 W. #
Ty O• STEEL STRAP q
F(• STRAP LENGTH 3/1•P.T. 2xt F.T.SOLE MR1
PL7LIOOD PLATE CONT.P.T.FLOOR JOIST2x0 P.T.SOLE E1�iWG CONC.SLAB TO BEP.T.RB1 BASE CONT. OtM Af�.LO l INN N 1tt
JOIST CONT. SECTION 100113 WIN 2 5 REBAR N
• FPrS I'_ ... ,• `..� i (2)2x6 P.T.OR `�
�' I 111-
DETAIL ZZ ! "I —IT=I I=— 7`INSH
smeCResi pWBLE •'i EX6TWG CLWG u�AB TO Beit-,l
TENSION HEAD ME(OL1I) I= —I 1—PDNSTRUCTED BY THE PROPERtt I i=1 I —I 1. •• —I•i._;'11=i:�-
FASTENED Wh/Dt3'HeX_I j --0.MER Ci ACfARDANCE NTH I —:I' I ;—I
HEAD E%PAH9oNSECTION 00113 NTH 2 5 REMR =� -I I—. I—_III= i I I I _V2 �7(PANSON BOLT MADDED
—i.�_
(10Dm)REFERLONG L2TH FLAT LUSHER HEV BY DAIS
CHART 5 Ai
CJURTIM _ — _Illli!II ISI III;11
i-
DATE D 06
STRAP.TO ANCHOR BUILDING TO SLAB m
ALTERNATE ANCHORING DETAIL TO SLAB INSTALLATION ON EXISTING CONIC- SLAB G SCALE:HTB. SCALE:HTB.
SHEET
A-4
THESE PLANS HERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE YV DECEMBER 12th,2005 AMENDMENTS FOR A THREE SECOND GUSTOF 150 MP.H 5 OF 6
log
V2V'a,a'L
130 MPH STEEL a 4x SKID
MAXMLhl
SPACNG
WDTH OF M'
ANCHORS q "
tbxa PAD AB 2-G DETAIL - �' �
la' 2.
SCALE:IR°-1'•O° �
0-a E T HE W
15.-B. 24' 1 x1'0
MtiH 2'MCH SEE SHEET A-1 OR A-2 FOR ANCHORING AND BLOCKING SPACEING
(T L)
NOT _ _ .•- .'��; `5.:-..t_,``�.
L ANCHORS M.ACED AT IO'MN _ ei'':a�T' `�••• �'._1•` :
FROM END Or&1LONG 'e
2 M@"OF TWO ANCHORS �YENG--HQES _tr EACH SOE OF&ILMG �' g F', ;•P'
•.�
EYE ANCHOR BLOCiCM •6,,
SCHEDULE
SCALE:MTA.
A•5 PADS(T)r.)
130 MPH 130 MPH _
MAXML" MAX" r �g �^'
SPACING SWING lj m
W&7TH OF AIRCRAPT WDTH OP HL n 6S
CABLE ANCHORS NWK BOLTS ED
1' 04' ANGHORS FOR THE BUIIDMG CORNERS MUST N0T
BE MORE THEN 2=0'MA%FROM 1HE BUILDING�pRNERS. m y
PAD'S MUST BE LOCAT.UNDER ENDS OF SKIDS. (] +
°' ANCHORING d B OCKi PLAN
SCALE,kTB.
REV BY PATE
/-GONG.PADS SPACED PER
NOM NOTES: / CHARTS ON SHEET A-1 OR
L ANCHORS PLACED AT 5"MN L ANCHORS PLACED AT 1'MIN !/ A-2
FROM ENP OF B.A.ON& FROM END OF&GONG r - BE
E MOM OP TWO ANCHORS 2 MNML11 OF TWO ANCHORSEACH SPE OF&GONG EACH SPE.OP RALUNG AIFGRAFT CABLE LIVI K=BOLT
SCHEDULE SCHEDULE SECtION SHEET
SCALE:kTB. SCALE:k75. - SGALE:MTS.
AA
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING GORE VV DECEMBER 12th,2005 AMENDMENTS FOR A THREE SECOND 6U5TOF 190 MF.H 16YoF