HomeMy WebLinkAboutENGINEERINGTABLE # 'I (GROUND,APPOi AijpN)
RM-d x4 / I x 10 GALV. STE€L.CUP TIE -DOWN SCHEDULE FOR GROUND APPL1Ci4T10N ONL
. . .
IN MAtW5URFA'C
AIW°AOFLeas
LARGE5r fAvE
ATATIMIBA
U1if5.:
wow
IAAIfRA1A/
'UNRS
HGGHT
Ic ,
OP 131rJ1lP.(fOfPtOrDQ/P5VldD
s,
sl�aR,ITtTci
.16SD. rT
4Y.tA1s,
�H MR.
C2TM5�'aMs3
.s ookka6C'L GNS-2
tJA�
.VA
f0kC IWZDWTATWW
TABLE # 2 (ROOFTOP *-GROUND APPIJCATION5 LIP TO H<i SFTj
RM FB-2x4 IV FB-2x:10 GALV. 5TEM CUP TiE-Dom SCHEDULE'FORGROUND 4'R00FT0P APPLICA7(ON5 (HS I5FT)
MANNlI1 A OURPACE `MAXIIAUTA
M"
CORM6204 MAIL _ tb
APTAOP•UMTS LUIS
'1k35
.. WCUFArh CWM DracurwuD
LAWESTPACE wmm
_ H06HT
++ ai
weave nroams
lce^ f :4p-YX
. _ _
�PAN'.
sseseasrweslenme,-Tar
OfSAR0712^s9
sie oaarsTnn
RfA1L L"'.Ox 93
IWtC'aW1i513
3cownccnoA
0.'UB.4d13J
scdaA+_Res
(Xft+L01125s
110M al n:siUt5151DAROOCt�^C,
TABLE # 3-ANCHOR SCHEDULE
ANCHOR 5CHEDULE FOR Rm FB-zw4" / Fe-2 X i O° / 'SRMI 3 v X 2" -nE DOWN CU
SuasTRATE
IANCHOxTim
PIUTANI%d
lnrzswa ALUML Tc.e,,Nua
12}IA4' •20 WtIY, KSVI lDCStit D
K-f PAi!;1c StpSi!S BY ta1711BLEPf SF}d CUP)-
51E8.
(0.12S LAY Tt6STEEL]CST WLNLGq
(2).11d' _20'GA,Y..KtYL"= SEtr DRIu1NG SCM" 13Y.1liU11- UT 5:.5d,CuPi
( 4-Tt1ICi; tAIN,.3000 P51 MIN.
0-1Pr 0 5S. 5fEf7.-rmr BOLT ILL W. BOLT V4 r C.tB.
TABLE'# 4-ANCHOR 5CHEDULP GROUND APPUCAl73N ONLY)
ANCHORSGHEDUTA FOR'CONC. 5U85TRATE.APPUCA-nQI45.RRA IX4 a IXIO CLIPS
5UBSTPJ R
A1CtA
4• THICK W,, -Ct�N00
t 360D f5{ tAN.
(I)•1AH05.5. STEELKtt1K COLT to W. DWV,.YWwea
TABLE #:5�51 TE 5PECiFIC WIND PRE55URE5
WIND DESIGN CRITERIA 5A5ED'.QN.BLDG HEIGHT *'WIND VELOCITY
HEIGHT FROM GRADE TO TOP OF ROOF LEVEL OR QNIT BASE
V=144 MPH
V=175 MPH
{OCAr+
,S7fY-r0
11s(s r r (O,6W}
y, wim..nw -
INLAND
LATEM
75,G F5P (41.94 f5f)
I-lbt5f (d; At Psn
UP -
• 3G:5a P5P 00.3415F)
57,(x) f5P "
COASTAL
EATERAI,
66S1
UPTO 6GJR -..•
U.'•CIRAUfHZ.- ••• n.ca `rw «-r-,uu uru: ranch uulrwc
oRaSDCfCIW bYfA
DE51GN:.CRITERIA:
02.
3.1 QATEMU
1.5 (UPUPD
1- THL5
2-
)tTAU, BE.PAMCATFD DI-ACCOWANCZ
'UTION14D 71,4=A 7-i0MINGVAND
0,6W.' AND FACfORED'BY-1.97A1EN APPUCASLE,
4 RM-I.1 O AT COASTAL s lRLA0 GROUND
5)BO.ggsh.. '
L t RYt/JipAFFUCATiON5 UIJ M TO IWLMG.
3-. trtAMT+lUA4;4MIFIIMUi+A QIMgi510315ANDiAIifIMlRA WcIGMOi' 31EC11MPCA! UtLT
511ALLOQH(DRM TO SPECIEICI'cTiOTJ9'$H(TM1 KERE M.014 THE TYP, tiLE'H: U)11F
Tic OOtRJ ISUMETRICS'ON5.2 RND CONtIGC110N D'ErAiLs O)t5.-.'
A-AI�OWABLE DSN.N PP. $y8E5tZEDTO AtMi fY CAPACITY OF C:UFS AS LOTED
NEe3E'11iTA51Za GAND, DETERMINEp'RATU ALL: A?UI. I%C(1P5'5H1LLL
BETESTEDTO CHECK PORC0N515TE9CY.W EACH C"M-P.ON5 PERMF AED.
5- ALLC011CPZM Srrjcpp N PZM IS NOT PARL:OP THLS'CERTIRCAROH. }5 A
MINUAUN. ALL CONCRETE SHALL. BESiPDC(URAL CONcRETE 4''MINTM:KAND
SHALL "A-UWIAPJM CO)OR.E55IVE.5TRENGTII OP 300DPA.. t)Mt,.5 NOTED
OiH2RIt16P
6- ALL STEELCUP55(t{1U,�ASiM$29:STYE1.(GP.ap@�tYl fS"?50.1C5I QZ 0CITER.
ALL9Tr.Ei:,MMeERStWL 8E PROTECTED AGAINaT.COPM051ON rM AN APPROYM
COAT Of PANT, ENAMEL OR. Otthm�APPROVED PK'OTFGDON IN ACCORMANG! W!
'THE P B.C: $th EDITION (20141 SECDON 2203.2 AND 22W G90-PATPD topmisG
UOUIP.ED FOR ALL0DW. C IN STALI AM ON 5.
7- 50 MedOR: SCHEDif - Af%E 4 3. 6 TACO 111-4
POh ANCHORRL'QUIRCME4M. At1PA5TE)(Gt '%ML HAVE
AMOPMATED COMO51ON PROTECTION'TO PAEVINT aBCTRQLY_-JS.
•a- TIIE:COMRACTOR tS RESSIBLE TO WWLATE C ALL MEMBERS, FROM SULAR
MATERIALS TO PRlvmPON
T E7.ECIROLT'515•
9- TtCADiOUACYOFAt4YMI-S NG5TRXWRE70 MI115TANDSUPMUM5® _
LOADS SHAL BE VERIFIED D'i M OH SUE DESIGN PROFE%IONAL AND 15 NOr
tHCu7DCD LN i .. .-111CAT1ON. C01Tl�oRStTALLNIRE THE SE2NCES OP
FEMDA PROFESSIONAL E11GIIMM
10- .LVA7ERPROOtING OP SING WBSTPATE.SHA)L BE THE PULLPZSPON51B1UTY
Of 111E COUrRALTDR,
5TAND.5ELECTiON PROTOCOL
I- DCTERNkI1dEtMEfi$it YDl1P,.UNILU7LL8lLOCATEDON,-AGRtJUND"CONCRETE`SLAB: GP�OI)HD IAOUifiiD Pi(JM/51EEVCONf,•, SiaND OR OYEP.A
Vf, <15 PT. SEE.TABtE Ct d/2 fORAPPUCABLECONt1ECIlON DETAIL 845ED ON UNIS 51ZE6TYPE A1t1MJ5TEl1�J21C- .
5TAN0 ROOF CUP,
2- FOR GROUND CONC. 51AS APFUCAM45 CULY-TOU MAY5MfCr ONE Of THE TV40 TIE D04/N CUPTYPE5 4 PAlTEPJI AS SHOWN 014 5.2.
3- FOR ROOF TOP AND GPI7UND MOUNTED STAND APPLICATION. mzcr THE CORRESPONDING APHICABLE Dena WCOR'D' .M (ON .5-3)5ELECF.D +
'FROTABLE 92.
.wr' OI'.11•ID
ea .a zDla
/. draxa
CUP ME -DOWN SCHEDULE :NOTES: AS.ca cxa
I, TIE -DOWN :.UPS SHAU, BE PASfEtlr� TO t riG HOUSING UNIT %11(3).On (4)-114 -20 GALV KV4K,- ( 5ELF r A�9e«ro•
DRILLING 5^-REVS.BY tl 71. SEE D2TA(LSON 93.
2- MlCFT: ttO1bWG (ALIT SIfIW_GLNIFi7RM TO TNf FOLtOVL9HG: y
- AUM, gOt15tNG UN1T5 SMALL BE 5052-,-.32 MIN. ALM. 5HEET Fq FLY=3D rai. 0. i 25.1.IN. TWCOE55.
-5TE9,11O451NG UN"5 911AU- ee 33 K51 mm.5TM La'i'ADE 33720GAAAI:I.
shax oa
DTb;s LG Sohao_ a
pl;
N"AR 2 3 '993
` Woe County, Permitting
I:
k�
'u
D
.
oo�pcy.
X
p �
Jo'
a cmnan
C7
G;D �®
.
Go Go
C7' �_
xivvnan � aicoMu �� .
I
�• MUI
Spry D
Fdi
"
84 N
. 9• MAIyTtL%H
ITL4RLR7R)i�
••L
P.
4 �
T.. �,
�
�
p��+lf' • - W[E'.
y
X rn
y
v K .
H o C -65
r N"
a
EN?ERPRTSE5 QF THE SE, iNC, CONSULTANTS �
96ETALL PINES ROAD SVRIDM'A-1
R • ShcvodStructural PallnahlBp lnn
� ni @. � �• R 'VEST PALM BEACH; FLOA 93113' aoroaxeaxWW, ,�
wwan.mia pM:t+�oum i
.I I �'• STEEL a oOtt.wrc! .q..eus.tma �' i
MECHANICAL UNIT TIE -DOWN CLIPS; oeomi•norrnw.xnn s�rtax.wwn )) I: r
-4&= tka aw.ontl& WA)L'OW Wh 45ra~M
4t=33
XMjGS�.W= JSDt
2qmv.mncw.rw. MOTH
A!
C-ash
&wp. cw um smm r. M" w MV
W W. S.O,WAM fSWUMM crcw.tlawA=n%w=,V?-
I TjE4)OVM (;UF MMQF,,DErAlL 6
.11E-Dl�Mll ANCHOR DETAIL DETAIL �TO GONG. �SUBS-�-
(—A,\To amc. (mumv AfrucAnom ONLY)..
cm k-WmnvaienwwiewR
&
4.AU
_Cr �F.QIC �AILTQ6W �U'15 �Tf-
Denis K. Solano
P.R.569M S12046