HomeMy WebLinkAboutPlansSENTINEL BUILDING SYSTEMS
P . 0. BOX 345
ALBION, NE 68620
(800) 327-0790
ERECTION DRAWINGS
FOR
TALLY HO CONSTRUCTION
145 COUNTY RD 225
RIFLE, CO 81650
APPROVED
SUBJECI' TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILD~EPARIMENT
Date 2-C1. By Ll/B--LD CO~P.c..c::Y:::;_...._
NO INSPECTION WITHOUT
'fiiESE PLANS ON SITE
pace of
PROJECT:
RICH
600 COUNTY RD 352
RIFLE, CO 81650
S pect11/ ..111spev}or ~uaed
~ sfee\ F~A-w1-1vt.Cf •
B23666
BUILDING 01\TJ\:
Width (ft)
Peak Offset (ft)
Length (ft)
Eave Height (ft)
Roof Slope (rise/12)
Dead Load (psf)
Live Load (psf)
Load Reduction
Collateral Load (psf)
Roof Snow Load (psf)
Wind Load
Wind Code
PJ2PV1 de ti 11-~Cc B 1o1 ~ .ort
ft Ct:Jp y CJ F f?efv JUT \
= 60
= 30
= 100
= 18
= 2 :1 2
= 2.200
= 20 .00
= No
= 1
= 40
• 90 mph
= IBC 03
Closure = Closed
Exposure = C
Importance -Wind 1.00
Importance -Seismic = 1 .00
Seismic Coefficient = 0 .580 (Ss*Fa)
Seismic Zone/Design Category = C
Designer ... KF
Detailer =
DATE : 12/ 7/07
BOLT TIGHTEN[NG PROCEDUIRES
DIRECT TENSION INDICATOR TURN-OF-NUT METHOD
BOLT SIZE w SPECIFIED
INCHES INCHES MINIMUM FASTENER BOLT LENGTB BOLT LENGTB
TENSION KIPS <=4 Dia. 4 Dia.<=B Dia. ... ""
1/2 7/8 12
5/8 11/16 19
3/4 1 1/4 28
1/3 TURN 1/2 TURN 7/8 1 7/16 39
1 1 5/8 51
1 1/4 2 71
JOINTS NOT SUBJECT TO TENSION LOADS
JOINTS NOT SUBJECT TO TENSION LOADS need only be lightened
to snug tight condition. This is defined as the
tightness aUainerl by a few impacts of an impact wrench or
the full effort of a man using an ordinary spud Wl'ench ..
JOINTS SUBJECT TO TENSION LOADS
Two tightening procedures are specified for A325 Bolts in
joints subject to tension loads, Turn-of-the-Nut Method or
Direct TeD.sion Indicator.
Turn-of-the-Nut-Method -First bring bolts to a "snug light"
condition to ensure that the parts of the joints are brought
into a good contact with each other. Next, place bolts in
all remaining bolt holes and bring to ·snug tight". Then
additionally tighten all bolts by tlie table above -
progressing from the bolts nearest the web, until the bolls
have been tightened to applicable nut rotation. During this
operation there shall be no rotation of the part not turned
by the Wl'ench.
Consult the latest edition of the AJSC Manual of Steel
Construction for more complete instructions for installing
high strength bolts.
BOLT LENGTB
8 Dia.<=12 Dia.
2/3 TURN
Multi-Rib or R-Loc Panel Lap
Note: PBR panel shown. If a Non-PBR panel
is used the long leg does not exist, both are short.
Mastic tape sealant is optional on wall panels
MASTIC TAPE SEALANT~ 1/F
LAPTEK 20" O.C.'i LONGER LEG
Lap shorter leg over the longer and screw
1/2" offset on high rib of panel 20" o.c.
Sheet walls from lefl to right.
Begin sheeting walls by centering the middle of the major rib
of the first panel on steel line at the left side of the wall.
Plumb the first sheet and fasten in place. Mark 3' -0" from
the end of the first sheet to where the edge of the next sheet
should terminate. When installing the next sheet, stretch or
compress the panel to hold the edge of the sheet on the mark you
have just made to keep the major ribs on one foot increments.
UL-60 ROOF RATING SCREW PLACEMENT
For 'Multi-Rib or R-Loc' type panel profiles only
NOTE: USE (2) TK ____ SELF DRILLING SCREWS
PER FOOT AT EACH SPLICE IN ROOF SHEETS
If ROOF SHEET ARE NOT LONG ENOUGH
TO COVER AN ENTIRE ROOF SURF ACE
TK ____ SELF DRILLER WALL/ROOF SCREW
(2) PER FOOT NEXT TO HIGH RIB AT EAVE
USE LAPTEK SELF DRILLING SCREWS ON EVERY HIGH RIB
ALONG THE LAP IF PRESENT, WITH MASTIC CAULK SEALER
IlETWEEN PANELS.
TK ____ SELF DRILLER WALL/ROOF SCREW
(2) PER FOOT NEXT TO HIGH RIB AT PEAK
LOCATE TK ____ SCREWS 2 1/2" OFF
CENTERLINE Of MAJOR RIBS
TK____ SELF DRILLER WALL/ROOF SCREW
(1) PER FOOT NEXT TO HIGH RIB AT PURLIN
County Road #352
Notth WcSI Comec o[Scc-fu; I 9
&'oM Mo.,..me..t "' Pia""
_ (B<w.'s :S&S"/2'J/ •1< 0.7'7 from po<n! fo• Come•)
s 88°59'03" w _,._____...
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
f?ebo.' and C<>p
LS No. 10871 m l'lace
SITE PLAN
Parcell, J. W Weaver Exemption
R..OO;and Cap
LS Ho, 101171 io P'.a""
830.69'
16 . .:>' Moun!<mtS.otes
Teiop»one a~<l Tele!I"'Ph .O:oS<monl
(Soak .~117, Pafl" 599)
I
SCALE: 1"'=100'
1.} THIS SURVEY WAS PREPARE;(} Wl"{fiOI.IT' THE BE,YEfJTOFA
CURRENT 7TTLE COMMITMENT AND OOE..<; NOT RSPRBSENT A
TITLE SEARCH BY tmS SUHV!<YOR OR f'JO()KCUFF SURVEY
SERVICES_ INC.. OF THE PROPERJY SJIOWN ro DETEJ?MmE
OWNSI<SHIJ', COMPA:rJEIUTY WIT/I ADJOJNJNC PARC!He~, OR
EASEMENT OR I::N<.:UMHRANCSS OF RECORI:JS AFFiiiC':rJ~'<; THIS
PARCI'.L
II) THIS SJTE P!.-.N DOI'.S NOT REPRESENT A BOUNDARY,
JMPROVf;MENT OR IMPROVEMENT WCA T!ON CF.R11F/Dl[E
SURVEY BY i;QOKClJFF SURVEY SERWGe$, INC. OR ANY Or ns
ASSOC!ATF..S
SURVEYORS STA'l'I-:M£1;T
ECT. NAME A
ml '
~
ir
' ! I I
' " :r
I
' I
/ J--/II JOB SPECIFIC DE-:-Al:..S
' ..
' '
'
I
'em ' I
' :--
I.
DESIGN LOADS
81650
CCNSTRUCTION
LIVE ;,.QAO: 20.00 psf RIGiD FRAME LIVE LOAD: 2:0 psi
RCOF SNOW LOAD: · 40 psi ROOF S,.OW LOAD CACTORS
COLlATERAL LOAD: psi GROUND SNOW LO!'I::l: 4-7 62 psi
ROOF DEAD LOAD: 2.200 p.;f 5' 40 psf I 1.00
DAlE:
12/ 7/07
DESIGNED 3Y:
"
BLILDING DESCRiPTION
WIDTH;
LENGTH:
EAVE H[IGHT·
ROO> SLOPE:
60 feet
.100 feet
-18 ~eel
.2.0000:12 FRAME SELF WEIGHT: INCLUDED "e 1 c1 1 20
WIND LOAD: 90 mph Tcnc:in Categwy: C ~==E~~;;c:JE;QiJ;::~~;::=::J t EXPOSURE: C Stippery/UnobstrtJcted Roof; Y 1 h' SI::_Al
WIND IMPORTANCE FACTOR: > .00 ·' •
INTERNAL PRESSURE COHT:CIENT: -/ 0.18
SEISMIC IMPORTANCE FACTOR: 1.00-SEISMIC DESIGN CATEGORY: C
SEISMIC ~.~EFFiCIE~T: 0.580 (Ss*Fo) ASSUMED SIT[ CLASS: 0
I I Lr:>t_ GROUP: I Normo!
;~.': .. 0..:3~' 5 1 0.09 5 05 0 . .38 5 01 0.14
I ' RESIST1NG SYSTEM: Structural Stee! System No~
Specifically Detailed for Se•smic Resistar>cc
~ J PROCEDURE: !:qwi~alent Lateral Farce P•ccedure
1 "-"'\ !he i:'d"~ force arwlysis procedure is u~erl lor building~ located
, in : design category A. Eqn 15 49, 18C03, in whicl'!
· ~~:\.;;e -~;,-,.~~. ~ not apply a;,d ore not used to colculote
Fi
RIGHT END WALL FRAME TYPE: Beor>ng C5 R
LEFT [NDWALL FRAME TYPE: Searing Seismic~ 0~:~)
INTERIOR FRAME TYPE: 3 rigid fromes, clear sptm 0.1 3 3.0
ROOF BRACING: Coble Diogor~ol Bracing 0.13 J.O
LEFT ENDWAll BRACING: Coble Diogonol Brocir~g D. 13 J.O 1.5 '---------------1
RIGHT ENDWALL BRACING: Coble Diagonal Bracing 0.13 3.0 1.5
FRONT SIDEWALL BRACING: Minor Axis Bending 0.15 2.5 6.6
BACK SiDEWALL BRACING: Mir10r AKis Bending 0.15 2.5 6.6
LEFT ENDWALL GIRT TYPE· Inset FRONT SIDEWALL GIRT TYPE: Inset I; ii(;i~"'( ENDWALL GrRT TYPE Inset BACK SIDEWALL GIRT TYPE: lmcl
PANEL 26 go Mul\• R•b PB w/ Kyr~or Finish
PANEL 26 go Mul\1 R•b PB w/ Kynor F;nis~•••r• ~n'n~. ,._L,
PANEL COLOR Ash Gray WALL ":""t.L ~'-'~L2-''". L'"'.:_l 5\or>e
TRIM COLOR Ash Groy WALL TRIM COLOR: Asl'! Gray_
, , ENTS
i , of. L_oodi.r>q Conditior>s "". An~hor Bol~. Page:
D:__: Deed Lood -LL: Live Load CO: Collateml Load WP·
WS· Wi"d Suctior. L!..R: Live Lood Right WL; Wi<'ld from Left WR:
' i of other obCreviotions on Anchor Bo:t Reodicns P-age & Anchor
E\J, Endwull
S\J, Sid<>wull
RF, Rigid Fru~e
Door Jo.nb DJ,
REV:
Wind Pressure
Wind from Right
Bol\ Details:
I
"" I I
I
I
I
I
I
I
#12 SELF DRILLING
T
TK2125-1 1/4" LONG
PANEL TO FRAMING ONLY
1\:0 INSULATION
TK215C-1 1/2" LONG
PANEL TO FRAM 1 NG 0:--JLY
UP TO 4" INS'JLATION
TK2200-2" LONG
PANEL TO FRAMING 01\:LY
4" + INSULATION
#14 S:C:I_F DRILLING
1 LAPTC:K-7 /8" LONG
LAP /TRIM SCREW
PAN~l TO PANEL
TRHJ, TO PANEL
POP-RIVET
1/8"" ALUMN SLEEVE
WITH STL. IV.Ar\DRE'_
ALL -:-RIM SPLICES
• \
\
e--J
PLAINSMAN
/"'--
·-~ / ~---·-
trm:mmllllllill 1111!
IIIII
1\0TE: FOAM CLOSURES MAY DIFFER DUE TO INSULATIO~ AND/OR
QTHER BUILDING OPTIONS
'"' f-r--~-~-
>MME LINE;
RIG:O FRAME: MAXEMUM REA::TIONS. ANC!iOR SOLTS, & BASE PLATES
----------------·-Colum~ Re<>o\io" (• )------------------------------------
<rm Col ~<>Dd Hrno• V lood ~o~,.,,., V. Anc Boll 8<»~ Plot• (in\ Gm~l
Une line kl K Vmn• ld I< Vmon No D(•~) Wid l""' ~k (•<>)
' '
' 0
' ' ' '
16.9
17.J ,_,
-17.J
<l.NCHOR BOLT SCMMARY
o~t Loc
& J2 .
:81 .....
+ "
Ole
(in)
:l/4"
3/4"
1 1/4"
G[Nt_RAL NOTES
11.50
11.50
16~
3<-.2 2
40.J
-8.0 ,
40.J J
-5.1
-16,';1
6.1
2.:>0 :.uo
J.SO
-8.0
J4.Z
-8.0
4 1.250 16.W 1~.00 LOOO
4 1.<_50 16.00 19.00 1.000
Z. The b~<ldir-9 reoct;o, dolo rc~cds !he locdo whoch tt>i5 ~u''ding p'cce" en \he !oundot;o<~.
3. Anchor bo<\s shoEE be cccuro\ely se\ \o o \oferonce of +/-1/8" in both "'""o~on end l~colion.
4, Column bose ~iotes ore Oesi~n~d no\ \o <<Deed o ~eo6n9 p<CS>C"e of 1050 ~U~ds per SC~O!'O irn:h.
5 . .oJI walk doa<> are Ia h• 1;ekl ~ooled w,th drill•d in "edge a~~hc'".
G. Toto• occt><>r boll le~glh .s emhcdme•.l + p<~jcc\""'· &en4 length >5 n<o\ indudod in \alai :cn~\h.
7. AI ben\ cneho• ix>lt• to be A.S1M A.16 \hce<lded m"nd otoek (rolled or cul lhreoC) w"\h J>'oin
finish. unless noted.
8. Wh<>n oneMr cads "'" lo<:<>\~d elo•~ !o the l~e edge of the eonc~te. the \ensde and/or Meor
stce~g\h <>f \he anchor mds cannot be fvlly de•doped. In l~cse case>. •leel re;nforcemen\ in
lhe oon_ero!e m~>l te sized and de...,lofl<'d (not by Sentinel) I<>< \he reGuircd \ensHe a• shear
lo,ces '" \he onohor rods.
tJ~UVYAl.L '-\..ILUIV'I~:
-----------------Calurm ReaeUons (< )------------------------------------
F"r"'. Col Load limo• V L<K>d Kmin V Me. Bolt 6o•e P10l~ (in) \ito~\
Uno L"~e 'd H Vmo• ld K Vmin No o(,~) W.<i len lhk (in)
'
'
'
'
'
0
;
' ;
" ' w
' "
" • " ' " ' "
" 0.0
'' 0.0
" 00
" 0.0
'-' 0.0
VI
M
'' 0.0
" 0.0
NOTES FOR REACTIONS
-1.7 7
6.8 6
-6.0 7
~7.5 5
-5.0 7
17.~ 9
-1 7 7
6.E 9
-1.7 7
6.11 6
-5.0 7
17.5 G
-5.0 7
17.5 g
-1.7 7
5.11 9
-1 ~
" _,
'' -~.6
}..9
-\.2
" -1.2
u
-2.6
'' -2.6 ,_,
-1.2
u
-1.7 2 0.750 4.000 8.000 o.zso
-\.7
-4.1 4 0.750 6.000 8.000 0.375
-.0
-4.1 4 o.750 ~.ooo e.ooo o.~75
-6.0
-1.7 2 o.750 -t.ooo 11.ooo o.z~o
-1.7
-!_7 2 0.750 4.::00 11.000 0.250
-1.7
-4.1 4 0.750 6.000 11.000 0.375
-6.0
-4_1 ~ 0.750 6.000 8.()00 0 . ."175
-6.0
-1.7 0.750 4.000 8.COC 0.250
-1."1
1. All looding oond>li<>ns ore examine<! on~ an•y moxim~m/.-nin,rnum K or V on<! the
co'l"espond,ng H or V ore •epor\ed.
2. Pos.iti•e reoot<;ns ore o• sho"n in the s~etch. Fo~o<io~O<> i<>ods ore ;,.,
oppo>i\• Oiroc•.ians.
00
0.0
0.0
0.0
0.0
0.0
0.0
o.o
J. Broci"'l ceoc\ion• ore in the plane of the broce with the H
from the broced boy. Tne ••rticol reoc\ion is <k>wnwe,d.
-1. B~ilding <eocFans ere Wse<l on the loll""'in~ tu:l<iing dole; 'BRACING REACTiONS, PANEL SHEAR
Width (It) 60.0
length (-t) 100.0
Eove ><e,gh~ (11) 15 0/ 11:1.0
Roof Slo'e lrise/12 ~ 2.0/2.0
Dead LO<Jd .,.! ) 2.2
Colloterol LO<'d (~,.! 1.0
l;ve t~<><l (psf J 2C.O
Sno~ too~ (psi ) 40.0
Wind Speed (mp~ ) W.O w .... d Code -· IBC
E•p<l>ure -C
Clos~d/Open -C
\mp<>nonce W•M LOO
lmpo•!o~ce s.;,m;c -1.00
S.\smic Zane - C
Sdsmic Coefl (ta•S•) -0.58
5. l<>Od\ng condition• n<e'
± Reoe!ions (k )
---Wotl--Col --Wind----Se\smic-
loc line lin" Hoe> Vorl Hoc> Vert
~=~ 6
R_EW ~ s_sw A
2.7 2.0
A•is Bondi<>')
2.2 2.0
..,.;5 Bending
Panel
Sh~o'
(lb/1\)
1 Dl+Ct+Sl F_SW 0 2 1.3 207 22.4 Wind
2 0.50\ll+WU F_SW a 2 2.2 3i.8 37.7 Scism\o
3 0.60\ll+WR1 t_SW 0 3 1.3 20.7 22.4 W\mj
f Ol+Ct+f1\JN8_SL 1 f_SW 0 3 :.l.Z 34.8 Yi.7 S<isrr.ic
S 0L ... CL ... F1UN8_SI. 2 F_SW 0 4 1.3 2C.7 n.4 Word
~ 8:~ggt~:Z~2,.t~~"", ~=~~ ~ ~ H i~:~ i~-~ ~":,~"';"
8 0L ... CL+E11.:~8_Sl 2 8_SW A 2 2.Z 34.8 ~7_7 Seism'c
, g O.WOL+WR:2+WS B_SW A ·' 1.~ 20.7 22.4 Wind
1 i Dl+Cl+EZU"'B_Sl 2 B_SW II 4 1.3 20.7 22.i V.ind
,,
I
I
. 10 Ol+CL+Ell"">IB_Sl 1 B_SW A J 2.2 31.8 37.7 Scism«:
L_.c"c.0c'c'c'c'c'c'c'c"c"c'c-c0c'c.'c. _____________ _c_:c'co'cwc.'c. __ • ____ ,,,,'---''''·'"---"'''·c'_c0c'c"cmc'c'~l
,., •. ? .. "E''.rr~ IA~~OJ cy .. ~s LEo,V:. ~ (?.~v~~ !"'•I OESCR\PT10N I D~TE
REVISIONS
::------Tc.J.:ing Pride In llu.ilfting £uelience _,.
{<'; ....... ~ ~~ ,.._ .............. __ ,_ ~-~}~~ 1 ZJ7 SOI!TH .qj/ S1' RICH '* ~ .il..E!Otl. til" 58520 -500 COUNTY RIJ 3S2 3 ,--(EOO) 31!7-0790 R!Ff.R CO R/550 /JAr£:: 12/ 7,1>71
~I
' •ETAIL A
2" 2"
See >'ion
•CTAIL B
lio~ l 1/4''
r:~-;
_j~ _1
1 1-~.· =,.ll _!':'_'..'~ ~;:r·
5J ... ;I .. ..I ,. I
s.~ ;>Jon
OCTAl~ C
:io~ 3/'t"
See P.cn
JETAIL D
ALL DRAWINGS NOT TO SCALE
~ c,l.--+---
n
,;,! -,
J __
1
FRAME UN£
OIMENSIOI'iS
D!AGJNA:.. M(ASU'<.(M(NT llE•'-7 7/!6'
1 '-4"
25'-o"
. =~~--l
MCHOR BOLT SUMMARY -----'
r~'"' 6•"" Pco& , ''" ''" -~---~· ~-t-'2 ...... ~2 ...... -~2 __
<.00 '-~ ru 3/4' "-"' <.00 2-""
.. ~-,~{~:-''-~0 ''" I! " " '"'" '"" .. 0<
B::
g
n
6
w\
75'-o"
---+
I
0 ~ -~
' 0; 0 ~ ' X i
• I
I
J " "
.
' '"
'
'::1-'Lil-t 1-'l_Ait_:> ~ I::IULI::,
Splice Quon -----E3olt -
Mark "!:ap/Bot/lnl Tvpe Dio Len
SP-' ' ' 2 A.325 1.000 /:.50
se 2 ' ' 0 A325 0.750 2.00
VI'"LA'IGE BRACES' Both Sides(LJ.N.)
FBxxl\(1), xx=length(in)
A -L2xL/8
' '
• r _,
-
Plate s;zc
Wid Thick Length
1' -Q':Jj8M 3" 8 1 '2""
6" 1/2M 2' a· I
t~~~==~~~~~lt~M~C~M~OJC~O;Q0~'~0!c~'~A=O=C~c~'~''~'~'~~~~ ___ """C<c-co-oM"c-----~ WEB DEPTH Wt3 f~LAT[. OU-.Sil)E n-A-,-G-E--·-r INS.DE ~LANGE
PlfCE START END THICK LCNGTH W x T " LENN0 ____ +-c~W'<''~'.-l''ctLE~>C',-------i
RFl-1 18.D 25.5 0.158 120.0 12x1 2 x204--:-4 12x3!8 x".G9.1
5~"-ID 1 4"
Clco<Oo<o.
26.5/.30.0 0.188 88.3 12x1/2"' x 24.1
RFl-2 36.0/24.0 0.250 120.0 6xl/4" x114_Q
24.0/24.0 0.188 120.0 6x5/16Mx225.0
6x5/16"'x120.6
6xl/4" x214.9
24.0 24.0 0.188 99_.0l_ _ _l _________ j__ ________ ~
--:::__-r-a ~ f -v
' M
I ' . '
~ ~' "
t ..
~1 '
'--
z" s 7 e·
"' ' •
'r-
"' Ji • 1-i ---+' .
' "
f--------------------------------------------------''""''-;oc·.wr-ro-Q_u~''-------------------------------------------------1
RIGID FRAME CROSS SECTI0:--1
FOR fl!AM[ LIN[ < ~ 4
REVISIONS
'6""
1"-9"
c
' "
b 0
' ' "' "
" ' .,
'ro
' "
tJCLI IAIJLt_
FRAIJ INE
LOCATION
ER~1 ER~2
Columns
MEMBlR lABU::
FRAM 1N( ·,
O'JAN MARK
2 EC~l ·. Ec~z
1 EC~J
1 ER-1
1 ER~2
-8 G-1
1 G-2
1 G-3
2. G-4
i.__2 CB-1
~~==-;-~---~~,-b._ "IER-1 11 _.,...---A2··
"
;----~,-~, ~--~
G-1 G-4 G-1
I
I
I
I
1f-~~~~~ ~------~~-~~ I
' EC-1
~===~~===•~""""c;;:=;::;E,c~-~~"-=-=-=-c-=-=-o--"~~~-.:-=--__ ~ :J_~·.o. '--~=--==--_________ -:~-I
FIELD SLOT GIRT WEBS FOR CABLE/RCD. ENDWALL FRAMING: FRAME LINE 1
MIJLT!PL!; ~lOT~ MAY EE R[(lUlR!;D ACROSS GlRT DE:PTK
QUAN TYPE
8 AJ25
4 AJ2.5
PART
PC:.cn:i:0-~4
W6x10
\118~10
\li8x18
w8x18
PZE08254
PZE08254
PZE08354
PZE08252.
.3 " STR
t0KNECTION
FRAIAE LINE
010 UAN
-sloTs 1· v1~E J· AND3"LD~GN REVISIONS
•-AliGN G:RT S~CHSl •
V/ CG\.UHN SLJT(~)
SENTI"£1 'lo 111 JiNO $T3)t"s ._......,..._ __
-l:rl .slltJTH 4TH S7"
AU/!OH, NE OIMIO
(lllkJ) 327-0"19(1
Taking Pride in Building £:r:ceftenu
RICH
-600 COUNTY RO 352
IU/Nt' rn Rtt<l;n
''' 1 2"
NGIY
DATE
' N c I
' ' 1 4"'
'o 9
'"' -.,
,_,
_____ G__::_l_ ______ _
50'-0" OUT-TO-OUT OF STEEL
19'-<1-"
'"DL::
MEMB~.'<. TABLE
FRA\JE L'NE 5
QUAN MARK ·z EC-1
_1 EC-2
1 EC-3
-1 ER-1
1 ER-2
8 G-1
1 G-2
-1 G-3
2 G-4
,-L._
"
CB-1
I r-1 -@'-"!-tH',il-_.,_~~~~~~:::~~~~~~:r::::~:~:~~~:~-~~~~~~~:d~:--~~-.-1-"~
c ----------__y---------I ---------------==------=---J
EC-1 EC-2 EC-3 EC-1
FIELD SLOT GIRT WESS fOR CABLE/ROO.
HI.\_ T!PLE SLOTS MAY 1lE ~ECUJREU ACRCSS Gl~T OCPT~
Ol!HS J' v;uE ! ~ ANDJ'LONG~
•-AL.!GN GJRT SLOTC$> I
'-II COL~'! SL!lr<Sl •
ENDWALL FRAMING: FRAME LINE 5
PART
PCE08354
W8x10
W8x10
W5x18
W8x15
PZE08254
PZE08254
PZE08354
~Z~Q8~~
LtNGTH
16-6 11 ·.6
19'-9 3 8"
19'-9 3/8"-
30'-4 15/16"·
30'-4 15/16"
18'-8 7/l:l''
19'-6 1/4"-
19'-5 1/4"
19'-6 1/4" z_s.:_--;-_o_:-_
CONNECT'ON P-ATES
::-RAM:O: UNO: 5
_Q.I_I) QUAN MARK PART
L._3 b CGC5
I FLANGE BRACE TABLE
FRAME LINE 5
1710 MARK LENGTH
1 FB30 2 -6
-!
I I
ENDWALL SHEETING & TRIM: FRAME LINE 1
' "' ' a
N
PA:<;ELS: 26 Go. ~K -Light Stone
N
" ' e.
N ' e.
N ' N
N
0
' N
N
0
'
N ' 0
N
;,
' 2
EN OW ALL SHEt TING & TRIM: FRAME UNE 5
PA~ELS: 26 Co. MK Light Slor>e
0
' "'
I kiM OAI:Jlt.
FRAME LINE ' "~ 5
01·) OUAN PART ~Er-;GTH -
' ~< llOCRL 20 ' 2 ' ITRT20 20' -3"
3 ' ITRT14 14' -3" I
' 2 IT-PBF z· -o·
5 ' " RTC 6 7 18"
DATE 1\P?ROVED
REV1SIONS
T~ng f'n,d~ In Builriing £:;:ce/l~nc~
11'!2366 -tJES((;,V.-JrF f ' Me I -~P-,./ '""'
SIDEWALL FRAMING: FRAME LINE 0
0 '
MI:Ml::ll:J-~ IAi:JU:..
rRAME ur.E 0
Q_UAN I~Ai<K
-4 OJ 1
4 OJ-2
4 01---1
4 E-1
3 G-5
-6 G-6 -o G-7
-6 G-6
-.3 G-9
PAl-<! -,·~c;ENill'Gt>BH:;:;;;:==1
?CE08J56117-l: 2
PCE.08354 17'-1 1/2"
f'CE08J56 12'-0"
0::AVEL02 24·-~1 1/2"
PZE08256 2'-7 \j?"
PZE08256 a· -11 3/8"
PZE08256 ~·-11 3/8"·
PZE08256 8'-<1 3 8"
PZE082':>6 2'-/ 1 2"
BOLTS
QUi'\-"'' TYPE '" :..E..,GTH W.'\SH
L A325
TR;M TABLE
F.'lAM[ LINE :J
010 OUAN PART
1 1 · 2 :rocRL
2 2 :TSGEC
J 2 iT-OCB
4 51 IT-GS-i 5 . 5 ITSG20
i 6 10 ITET10
: 7' 12 lrHJ14
LB____l___:j_z ITHT14
2 1 1 A._ 1
lENG H
2C -3
5"
1'-8"
s"
zo' -J''
:o'-3"
< 4'-3"
i4' -3"
CONNECTION ?LATES
FRAME U:--.JE ::;
0 ID UAN MARK PART
1 ·18 RFGIRT
2 8 JMES
Note:G,c\~ t>eicw 7"-4" moy be C\.1\
in the field \c ollow ins\oliotio" ol
;ield 1ocoted woll<doors ond
windcws_
(Cut!o• ~ilh 3 ~0~"'<>""1>)
~==~-~~~-~~~~~~~~~~~~==~~~~G<V~·~·~~==~~~~~~~~~~~~~~==~~~~ .
I
' ;,j:O,~~~ '.~~.1~1,1 1. ''I'. C!' C II n ,, ,, ,, .. ~111~1~ ~j;,~ il
35.0" OF CLEARANCE FOR OVERf-!EAD DOOR
AT THE EAV[. 4.3.8" AT THE FIRST PURL!N
LOCATION. CHECK WI~H OVERHEAD DOOR
SUPPLIER TO ENSURE THE DOOR W;L:__
HAVE ADEQUATE CLEARANCE..
i ~ ' I i. . I <9 :
-------L i' ____J--L__-'-'--J-----
SIDEWALL SHEET;NG & TRIM: FRAME LINE 0
PAN(L$; 2G Ga. "K -L;9hl Sl"""
L----------~---------------------
~C-1
6-oJ
0
'
12'-a·
" '
'
c-
J070
jWALKj
a~ ~ 6 c-7
' ' Rfl-1
1o·-o-~--o~
5' ()"
,_, G ~ ~·
'
_, "" ' 9
~070 ~ 0 • !WAlK\
0 ' '
IWAI..K]
:l<JO C-R
I I I I
~~=~~~~ ... ~--~~~ ' ' ' Rf"l-1
•o·-c· ] 1o"-o" 12'-C"
SDEWALL FRA~ING: FRAME LINE A
- - --' ' ' ' "' "' -. " --
SIDEWALL SHEET\~G & 7RIM: FRA)J.[ LINE A
I ~(VI
F'RAM-liN!::._ A_
c" MA. K PARl LENGTH • DO I PCEOI:l356 17 -1 1/y----
' OJ-2 ?CE08354. 17'-1 ~/2"' • OH-1 PCE08356 12'-0" • H EAVE1_Q2 24'-11 1/2''
3 G-5 PZE08256 2'-7 '/2'
6 C-6 PZE08256 8'-11 .3/8''
6 G-2 PZEC5256 1'-11 J/8"
l G-8 PZE08256 B'-11 :;,;a"
G-9 PZE08256 2' 7 ~ 2"
SPECIAL SOL TS -wti:SH o ID I QUAN TYPE '" LENGTH
' 2_ A325 -v2~,-m=,·
RIM -:'ABLE
~AM~ LINE A
010 QUAN PART LfNGTt-
' 2 ITOCRL
I ~:-8~ 2 2 ITSGEC
3 2 IT -OCB
I ' " IT -GS-. o··
5 5 ITSG20 1'0'-J' 6 w ITET1 0 1 c'-3"
' " ITHJ14 14'-]"
8 " ITHT14 ' ·, 4' .i"
I cOr-.:NECTION PLATES
I FRAM:C l!NE A
~0 10 QUAN MAHK FART \ I 11:l I R~GIRT
2 8 JMES
No\~: Girts belo,. 7'-4'' moy b~ cu\l
;., t~e foeld to ollow instollotior. of
lield locoted wolkdooc5 and
windows. )
35.0" OF ClB\RANCE FOR OVERHEAO DOOR • AT THE EAVE, 43.8~ AT 7HE FIRST PUR'JN
LOCATION. CHECK WITH OV£RHEAD DOOR
SUPPLIER TO ENSURE THE DOOR WILL
' HAVE AD(OUAT[ CLEARANCE.
REVISIONS
Talci71.g Pride In Buil.rling £.xce/flm.ce
RICH ~236
/0 -.. 600 COUNTY !W 352 __ ,f_Gi"lc KF
f!£11"
nO.__ •. ,., >h>?
2s' o·
0.-,--
Vi I )< I '
~-~(Ty::.----p 2(T~p)
ROOF FRAMING PLAN
~-------==----------~ GENERAL NOTES:
NOTE: Refer to the ,igid frur:1e cross section drawing
<n, •nnl ~f,,.,.t "In~~"''""' ,.,..,_, ,..,,,.~~;,.,,.. ""~I ,.,.,,.., ,.t,,.t
? iyp
0
B
P4)
'"~"·V~'' '' -~--
ROO,-PlAN ----u'" MARK ?ART
·28 p ' PZE1C25;>
28 ' P-2 PZ£1025?
2 I P-3 PZE",Q25G
.B H [AVEL02 : I g~=l 3/8" STR
1 4" STR
I ?PECIAL BOLTS
ROOF PLAN
0 ' UAN PE lA
c 1 A3 5 1
TRIM TABLE
RQOF PLAN
01 QUAN "" f ' MRC356
ROOF
SHEETING
P.O.N(LS· 26 Go ""h Groy
REVIS!DNS
LENCIH
271~~2· 29' -J 1/2"
29'-3 1/2"-
?4'-11 1/2"-
29' -7"
2_5'-0"
' ' m WASH
' ' 4 '
LFNGTH
3 0
Tal.:rrr.g Pride In Build:!'"!! E'zcetlenae
""2'66
fJI':Sit:/l Kr
"OTt IF" BIJlLD;NG HAS AN ENOVt\LL
OVERH .. ~~. Pl .. C[ T~t GAB,[ R~E
t\NGL[, ON THE 30TTOH Of" TH( PU~L!N
[NO 01' DUllDING
GAR( RAKE AI<GL[
112 S D SCREV R(lt:J' PURUN
BOLTS. 0.5'x!.O'
<2> RECUl"l:D
f't.ACCD DIAGIJN"'-L'<
E~!NALL G!OT/ / fn:\ CORNER C;l.L'>1'1/
t v:y CORNER CIJUJMN TO VALL GIRT
(NDVALL
RArTER
DRAVING FOR DIA 1!. TYPE
I./ASHER COLUMN Slil(
!lf1L TS, SEE ENOl.' ALL ~
~
I I.'[D~ I'LAN:£
, [NDV .. Ll (JU ..... N
'
RAFTER TO co:_UMN @END\./ ALL RAFTER TO COLUMN
BASE PLATE
COLUMN OR
TO END\JAU ..
DOOR JAMB
BASE PLATE
COLUMN OR
H'II\I'All
CIJLUHN
TO ENDVALL
DCDR J4MB
.... ll ~lOT
~END\JALL COLUMN TO \./ALL GIRT
r [NDVALL U' OW'TER
~
COLUMN,
W PRESENT
S[( ENDVALL PRA.,..lNG
F"OR BOLT OlA AAU TYF[.
RAFTER SFLICE
AT SURFACE CHANGE
/7..
NDT[-ii!EV![V RIGID
FR4H[ CROSS SEU!DN
URAV!NG FOR T~[ NLO-IB~R
OF FLANGE BRACES
A~D T-~E!I! LOCAT[IJN.
T><ER( MY BE 0, l DR 2
!"LANGE BRACES REGUJRE!l
"'" OI.IP J• '-<';N(D
TO U<t'U';I>O "' ...... u .. v' "''"SO SO!t""
@ RIJOI' PURL!N TO INT[IlliJil FRAME RAn[R
VELD[O GIRT CLIP
VALL G!'<T
;@ill REVIEV RIGlU
FRAME CROSS SECTI!ll<
rl<A\I]NG FOR TH[ NUI<DCR
OF !"LANCE BRACES
AND THEIR LDCATI~.
THERE HAY 3[ ~. l JR i;
f'LANGE BRACE:> Rt~JJR£[1_
NOH:• ORIENT TJ.£ Ect,TED
CLIP V!TH THE S~DRT LEG
FACING uP.
"""•L" "'" m,TS
VALL GJR B::Jl. TS, O.Y ~ ].0'
RIYID FRAAE GYPJ <2> >!t;Cli.IIREO/G!RO
OlfTS!D[ FLANGE
@ \/ALL GIRT TO FRAN[ C!JLL"MN
JMES CLIP
FIElD LOCA~[
STRUT
ODOR JAMB
[AVE STRUT~
'='"~~"'"·;/~' X \.Q"
"~07 so~n.
".IAS><ER
[AVE STRUT
SIDE
NlJT[, I> BUILDlNG HAS AN [ND\/All.
OV(R>IANG, PLACE THE GAOL( RAKt L ~ ~~~~. ON TH£ B0CTOM [)F T~ [AV[ . [NW~l ~lll"f[R END PLATES
i lH[ •• LEG 0' RA~~ ANGLE RVN$ AL!;t<G THE END\IAU~ RIGID FRAN(
j @TO FASTEN ".IALL SI<'"..ETS TO THE BUILDING. IQ}) CCLVI'IN
18 EAVE STRUT TD END'vlALL RAFTER : Jl EAVE STRUT TO RIG!D FRA!>'.[ -,
SRACE GRIP DEAn END
CAIILE
EYEB!J... T
SLOT [N \JlS TO JNS~RT
IULLSID[ 1./AS!<[R
AND EYESIJL T
CO\.UHN OR
RAFTER V[~
HILLSIPE
\/ASHER
FtAl
VASHER
~~-Q L~~K~3~_v_'_L_L __ G_rR_T __ T_o __ n_no_R __ J_A_"_' ____ ~·~L~0=4c_ __ n_co_R __ J_A_M_B __ TO __ E_A_V_E __ S_T_Ru_T ___ ,~·--=o~~~2c__'_D_O~R.-HE-A-D~E-R __ T_D_D_D_o_R __ J_AM-B __ ~--==li~~Q~2~-D-l_A __ GDNAL CABLE, EYEBOLT END
RICH
.101 ""'"''"' 2366
600 COUN!'Y Rf) 352 ~I!SICN.· 1:r
SIOCVALL CJLUMN
BASE PLI\TE
PLAN [L(VATJON
@ANCHOR BCL TS AT SIDE\,.IALL COLUMN
--lNTERMEDlAT( BCl_ TS,
Tl<~ ~ME(R OF T:JP
::JR BIJTTCH UOL TS
GREATER TKM >Olii<-
BOTTQM--f~'Oe=rBIJTTDM BOLT>, S~~
FLA!<GC DRAIIIN~ FOR S!ZE
EXTt:i'ISION BE:YON& fLANG( JS
OPTIONAL AT T!:P M~ BOTTOM
~U3 BOLTS >OR RIGID >RA~E
,_,, ........ -'""'"""'-""'""'
''"''' _..,., "'""'"' ~ ....
-•• """' D<D< ..-,00< "'"" ,.-......_ """'"" __ ., """
~ "00<1 """"" ,_ "" --·
..-"''"" " ""' "'"'· _, .... , .... "'m" "'"-'"" ..... .......,.II<""""'' -·-"<...-.. Ho""'''""'w ...... -.. ~·~~ .. r:;:;... SECT!ON THRU VALL PANEL V AND CONCi<ET£ FOUNCATIDN
~QUALLY SPAC( STABILIZERS B(TV[(N R!~]g Fi~AMES
"' S>O:l\IN IN """' CRM<[><(i PlAN
STR:JT ?URUN AT [AVE STRUT
n
0 0 ~li;J' BDLTS. SEC
0 0 _.J DRAIIING FOR Sll[.
0 0 --lNTERHr.DJAT[ FOLTS,
TH( NUHBCR U> TCI'
UR BDTl!J'I BnL TS
GREATER !><""< F"D"JR.
0 0
=rBOTlOH B!JLTS, SEE
0 0 DRAV]NG FOil s:z£_
[XTENS!:JN BEYOND fLAt<G.E IS
OPTIONAL, AT HlP L BDTHIH.
A BCL TO:D END PLATE CONNECTION
~ AT 3UiLDING PEAK
~ CJNNECTIDNS
L=~---_______ _L ______________ ~
REVIS~JNS
I
I
I
I
I
I
' ' ' !
i I
~
' / ,if . v ,, -
7 -"'
' ,. ' ' -
l!Tl i ill
'' i ,, ' .il
STANDARD EI\DWALL 3RACII\G
THE S.ANDARD BEARiNG [NDWAL-
FRAM::: UTI~JZES THE DIAPHRAM
ACTION OF THE Wi'I.LL PANEL TO
TRANS).~IT LATERAL WIND OR SEISMIC
FORCES TO THE FCUNDAT:ON. IF THIS
UIAFRAM ACTION IS 11\ADEOUATE TO
RES:ST THESE FORCES ONE OF THE
FOLLOWic-.!G NIETHODS WILL BE USED
TO SA!ISFY TH REQUIREMENTS PURUN CLIP
EA'R: STRUT I
OPTIONAL CABLE BRACING
WHEN OIA?HRAM ACTION OF THE PANELS
!S INAD:C:OUATE, THE FIRST ALTERNATIVE IS
TO ADO CABLE BRACiNG BETWEE~ ENDWALL
COLUMNS. IN CASE. FLUSH GIRTS Wll!... RE-
QUIRE FiELD SLOTIING -:-0 ACCO~ODATE THE
CABLES. CABLES CAN ALSO BE ADDED TO THE
ROOF BETWEEN ENDWAll RAFTERS AND MAIN
<'"RAME TO TRANSFER THE lATERAL FORCES OF
THE ENDWALL.
FlANGE
EI\VE STRL:l
BC CUP
OPTIONAL HALF LOAD FRft,MC:
A MAIN FRAME MAY BE USED INSTEAD
~ ' =
OF A BEARING END FRAME. IF CA3:..E BRACING
O"TICNAL FIXED BASE CORNER COLUMNS couco NOT BE usED
IF THE ENOWALL FRAMED OPE:NINGS
ARE PLACED THAT CABLE BRACI.'lG
'
1
'
' '
"'
CAN NOT BE PLACED, THEl'-: FIXED BASE
CORN;::R COL~JMNS MAY BE USED. FIXED
CORNER COLUM\JS WILL IN8UCE A MOMENT
TO THE FOUNDATION REQU:RING SPEC:AL FOUNDATI0:--.1 Dt:SIGN
NOE PANEL OI!1PHRAM ACTIOf\ S STANDARD
A L OTHERS /1RE OP'IC!\S
Tl{__ __ SCREWS -..........
to lZ' 0 C
TK____ SCR~
@ EACH GIRT JAMB TfiiM
F/N lT.Fl' __
HEADER COVER
p /t> ITHJ
JAMB COVER
JAMB TRIM
ElASE ~RI~
HEAD TRIM
I
/
[J
ROO!-' SHJ::ET
JI\'S[DE CLOSURE
STRIP Of Y.ASTJC ~
TK_ ____ SCREWS
:;:ACH SIDE OF
MAJOR RIB
EAVE TRIM---
P/N lTLT __
U.PTEK SCREW -o--IEdf
@12"0(.
OUTSIDE CLOSURE
SIDEWALL SHEET-
EAVE TRIM
CORNER ~RIM
HE~DER JAM3 C::>Vi::R
STANDARD TR!i'1 PLACCN[NT
I..AP'i'EK SCRE'I>'S
SIDEWALL SH
INSIDE CLO
m--riJOOR HEADER r·,·oo
SURE--.._ T~;~: .... llir' 7K____ SCRE
® 12" o.c.
HH
P/N
HEAD
P/!'
"
D TRIM_/ I ITHT __
ER COVER
1THJ__
.=If
' TK__ __ SCREWS ~®EACH GIRT
~ tlSIDEWALL SHEET
CORNER TRIM I P/N rroc __
HEA
H
DER COVER LAPTtK SCREWS j
@ 12" D.C.
EAD TRIM CORNER TRIM
l.AP'l'EK SCRE'I'iS l
• ,. 00. Vr~" " """' TK SCRt."WS
11!1 -EACH PURU~ ~ -T {ROOF SHEET
TK__ SCREw,~;-----._ 0 ".
l!!l 6" o.c:--ro A'<GU: ~ rr==r--
iLJIKE TRIM--~ P/Jl ITRT_
S'llEET ANG L_ •C X z• 1£ GA. L,
LnooF run:..~.-. LAI'TEK SCRE"'!S
<ij 12" O.C. '-E__; (EEYO!>.']))
OUTSJD'E CLOSURE
ENDWALL SHEP.T--i
v EAVE
RAKE TRI~I
,!£VI
----~-----~ I DAE -r;~~~~ D~SCR!PTinN lRIM
~EVISIONS
~~ Totdng Prid<> In Building [xcf'lif'nc~ P•ot Mo ------~ -~ ~ ---&.~~~r!..!lr;~'IE.~!.L!"A -· r ....... , ..
n7 soum <ills.-
~[';.'!;-• " ALnl!lN, 18: WG20 F: w /In rnow Ji'1-U79~ -"" --__ ,
LOCATION OF Cl0,_){/R£S & TAP£ SEALANT
---TW'O 3lADS OF ~---, -----------__j
-~ ----------
l ($-td en Vo.l•P"~O.S-tE'r)
RODE eANEL~~--~\ ~
1 LS. C._OSURE \// MI\STlC ~ I ON NON-A~~E SIDE --------------R:J:GE RCL
-~~ ~ ,---0 S C:LCSU'<E CMA ~-~-___-j C--= ___...-,,
E'VE me~
c.s. CLOS'JRO: I
I
"---· ,-\
'-EAVE ST'<UT
J.S. CLOSURE I
AN(l[/[hANN[L
l l/2' BASE LAP
SECTION T~RDUGH SIDEwALL
NOTf:S 1 ALL BUILDING MODELS HOVe
MASTIC I~ ROOF PANEl_ SEAMS.
2. FORTRESS BUILDING MODEL HAS
VIASTIC IN 'v./ALL PP.NEL S[AMS.
STIC TOP 8. 3DTT:JM OF CLOSURE)
RA<E TRI~l\ ROOF PI'NEL\
I I ' 0. ' I
"=STRIP UF t~AST!C I
\ r ~"" DSUR(/
~-
\ROCF PURL:!\
O.S. CL
'---
RE-\ T /~V'LL eANEL
\Z'
r BASE ANGLEICH.~NNO:L
I I
l S. CLOSU
BASE LI\P "<07 I
1 1/0!'
SEC 'TID I\ FIRDlcGH ENDwAI_c_
~'" te:SCRJPTto,-
~ REVISICJNS
;oking PridE' In Bu11ci:i1g [xceller:ce
OAT!:
3. RF:VERSE -KDLL PANC:LS REVEKSE
THE LCC~T!DN UF CLOSURES, TOO. ~!!"'~ ....... ~ .....
OU7h' 'TH rT
"' --l.ll' .., ... ,,
-IDCSIG' ', Nf 68620 _,
I 3~7-Ql;JO ~;,, "'"''"' ---
APP!lOVED
I"~·~·
RAKE TRIM (ITRL_)
LAPTEK SCREWS ®
12" O.C. BOTh LEGS~
PF.AK BOX (IT-PBF)
UIPTLK SCREWS
UL-60 ROOF
TK ____ SCREWS @
l:L-90 ROOF
TIL __ SCREWS ®
12" O_C_ AT FURUNS 6" O.C. Ar PL'RLlNS
RIDGE CAP
) ROOF PEAK PUP.LIN I TK_ ___ SCREWS
I <& s· o.c.
/ ROO?' SHEET
RAKE ANGLE, SCREW
TO PURUNS WITH A
SDSS (TK2075) AT
EACH FURLIN
LENDWAU. SHEET, USE
TIC ___ SCREWS @
6" O.C. AT RAKE ANGLE
ROOF AT PEAK/PEAK BOX
MASTIC
TO
\
RETURN MASTIC D0'\\1'
Pl'RUN BEARING EDGE
AND RETURN 6"
APPLICATION DETAIL
IN PLACE PANEL
I
I
UL-60 ROOF
TK_ ___ SCREWS @
UL-90 ROOF
7K ---SCREWS ®
<.2" O.C. AT PURLINS 6" ~-C. AT i'URUNS~
ROOF SHEET"""'
RAKE TRIM (ITRT __ ) "
LAPTE:K SCREWS @
12'" 0 C_ BOTH :.EG-S~
RAKE TPJM CLOSURE
(IT-RTC), POP-RIVET -~+-Jit
TO RAKE TRIM
I
!
I I
1:
I' "
TK_ __ SCREWS
@ 6" O.C. AT BASE
OF ROOF SHEET
TK ____ SCREWS
@ 6" O.c AT TOP
OF WALL SHEET
·EAVE TRIM (!if::" __ )
lAPCEK SCREWS
"' 12" 0 c.
TK__ ___ SCREWS
@ :2" O.C. AT C!RTS
EASE ANGLE
OR CHANNEL
';K_ __ SCREWS
8 6" O.C. AT BASE
Of WALL SEEE7
ENJWALL SHE'E'l' ~SIDEWALL SHEET
~ CORl'>ER TRil-l (ITOC __ )
I..APTEK SCREWS @
12" o.c. BOTH :.EG-S
ENDWALL/SIDEWALL CORNER
MULTI-RIB SHEETING
(NOTE: IF NO INSULATION IS PRESEt;T L"SE Ti\2125 SCREWS, lf WA:.J.. :NSULA':'ION iS UNDER 6"
USE TK2150 SCREII'S. If iNSUU.TION IS 5" OR CREATE;R USE TK2200 SCREWS.)
SCNTJ•EI B,ll nwy S!llCMS .. _...,..,, ....... _.~
237 SOUTH 4TH H
~L aJ[JN, II£ 6S6i?D
(800) 327-0790
_.,.....,.,"",
/,Y
EN:C\JALL SHEETIN~ CORNER CUT De__ TAIL
lOP OF ROOF SHEETl
TOP OF ROOF S-lEETl '~ 28'-----==+~ . ' ! -•v -I~ ---=-:::: ---~:::::; £ 24' ' I ~:::::.:=::==::: ~ _ _i-j \ ru ' -~~--.--:ru 7
1• -~c-' ---~--------------SH2ET ANGLE ~ --=--= ----------L SHEET ---ANGL::: ---------------------E:-...D\Jil.LL SHEETING-END\./ALL SHEETING~
USE FOR 2 : 12 RDJF SLOP[ ONLY use-FOR < 12 RCOF SLOCJE EN'_ v ~
NOTt:S
TOP OF ROOF SI-IEETl ( l) MAKE CUTS ON OPPOSITE CORNER FOR wALL
'
'
SHEETS ON l:PPOS!TE SlilE OF THE RIDGE.
~ ---30' ~-~ I~ (2) BUILDINGS wiTH SLOPE LESS THAN 2:l2 NEED
' NO FIELD MODIFICATION TO Ecc~\J All_ S-EE~S -------
J ~ /---1 fru ENDwALL SHEETS . .-.-.-__. _.. l SHEET ANGLE (3) ALTERNATE METHOD mR TRIMMING ENDwAL~
I --SHEETS IS TO INSTALL AND USE SHEET ANGLE
'
----AS GUIDE FOR CUTTING CORNER ON SHE[ fS. I ------------F:ND\./AI_i_ SI-I[ETlr\G -~ «• OC:i:R;PllQN o .. rc APPilO~o:-D
----
REVISIONS
S.cmttu:I.3l..w..ru.•~>.~ .~" Tuk 1ng Pnde In Bc;i/cimg O:xtpllence -~ _.,, """""' USE FOR 4 12 RIJD:-SLOPE ONL y •A--""-''"'~'~ '
237 :WIJTH ~ 'fl ST
~~-lUI""' _,_f-AL BliJN, NF 6E62~ f=-~.~ fq (8(11)) 327-019~ _r-v.
~-
0 I
I
I
I
I
0 I
I
_I .I
0 0
r9/!5" DlA !lOlLS
6 0
-I -
.,., · ...
0 0
1,.
' 1::;
0
0
li;i
" '
r 9(16" Dl~ HOLES
6 0 ito
Ql' 1:::::,/;:::,_-,::;=.,/,4= .. 1 ==-=.-=ll::;j,-1
! ~ 3/4"----
"f'YPJcu USE PART 'J'YPICA~ U3~ PAP.T
-----__________ __[''o•c'_'c"c'c''"~~::__[c'c"="'='+----------------GIRT ro_:.oLU~II I ?5630
~-~--+ ·~09/16" DIA HOLES
~-0--
'" 10 -.
0
" I" 0 I c
I" " 10
0
li:i
I"
I
-~/15 -DlA. HOLES
0
l 1/1" J
' ,-" 0
I 1/1" 1
I
' ; J f-5/16" DrJI I!OL!:S
0
STANDARD CLIPS TEAT MAY
SUPPLIED WITH BUILDING_
BE
GUTTERS AND DCWN SPOUTS ARE OPTJOfj THAT \OT BE PRESENT ON THIS
--·---~~-----;--:-;;:;:;;-:c=:::-----~-,-·----~ ------=~=-=co=~,;---sj.------1
H 3" GUTT':;1 LAP FORM[D TYP:C:: DO'w'NSPOUTS~. :NSWE CLUS'JREl t LAPTEK SCRE\JS USE THIS fV,[THOD rDR
ROOr "'AN':l; ~GUTTER STRAP 24" D.C. S'JTTD~1 S!I:E OF :::::::::::::~1 i ~A~~fKr..~CRE'" 1. I, :."kl.. PCP RIVETS -~N-~--CAJLK ~rij ::-,uTTECR~~~l,~D'-iN~-~
~~~:'~~=jLAPTEK SCREW' "R
@ GU~TER STRAPS ' 1':=:::~----t-~~~~~·__/
TK SCRE'-1 __J
:sEE NOTE Al
[.;V[
SlCE\./All PANEL~~
.. AVC TR!~ L-.._ __ .1..__.!__..__ No FASEN TO _ -· --
TK ____ SCRE'w' JOw'~SPO JT _ OUT Lt. T \.liTH CUT TO FIT F::JRl-IED QUT'_ET
(SEE ' POP RIVETS
NOTE A~ TYP C4) PLACES
LAPTEK SCRC:\.1 e 12· o.c.
ST I'>NDAKC GL:FER
GUTTER OUTLET
OUTSlUl CLOSURE
---DO\JN STRAP
DO'WN STRAP
DC~NSPDUT CONNNECTION/
GUTTER LAP Dt:T 6.IL
G0~TER ~UT OUT FOR
OJTLET A~TA:HMENT
GUTTER LPP
:usE THIS METHOD FOR
'BOXEJ TYPE 00\JI\SPOU-:-S BOTTOM SIDE ur
C:UTTER SHO\JN
f--1~1-l--PO~P ~RIV~E"~S '_ND CAUL' -rj
~_APTEK
GP""-<>,/( tASTEN TO
D""NSPOUTT I -""'-. BENT TAES \JITH
""' · '-['--POP RJV[TS
SCREW'
1YP (4) f>LAC[S
DO\JNSPOUT CONNNECTlON/
GUTIER LAP DETAIL
ERECTION NOTES'
r-"-
B[N:il TAOS DD\J\' TO FASTEN
DLI\JNSPOUTS 1\S SHOW'N AT
LEFT.
GLTT[R CUT [JUT ;:--0~
OUTLEr ATTACHMENT
[::\::.'"! \"=l.:= Ul TI ~RIB PANEL
DD'.oiNSPDUT
STRAP (A) LOCATE ()) TK"~~"SCRE\.1 LJN
(
-~ DJ\JNSPOUT
POP RIVO:T
(2) REQJ FER STRAP
DETAIL A-A
MULTI -~TB PANEL
EACH S'DE CF M~JJR RIB ON ROOF PANEL.
I ll>Tr
REV!SIOt\'S
OV[R~EAD STYLE DOORS ARE A~ OPTJO~ THAT MAY NOT BE PRESENT ON THIS BUILDING.
TYPICAL SPRING PAD CONFIGURATION
(CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS)
f------OPC:N:NC IJ!JT~------1
PAD LOCATlON ru~ ~DO!TiC"'Al SllA~T BPA[KETS FOR
l '"""·r-/ "'¥.'"' ,:;, ""' .. \ ,·~pc'-=-
,, cENTERuNo 1 I r r-l1 , I L..J-CFSHAfT - ---·-L_j -~X~
. I STEEL PADS F"DR SPR!~G ' ~
ANCHCR ~RA[KH MCUtHlN~ \ ~
It-
•
I l \""" ' '
I I
' '
I ;I
:i u,
~I u
' I
'
I
'
I
' I
i REV!S!CNS
OVERHEAD STYLE DOORS ARE AN OPT:ON THAT ~AY NET BE P~ESENT ON THIS BULD!f\G.
OVERHEAD DO 0 R SPRIN G-P~A--D-AN=D--c=:::::B:=A~C=K~H~A:N==-G~D=E~T ~=AJ=L=S~_
I
NOTE: Building Supplier does not prcvide
material to back hang the track.
CONSULT DOOR MAJ'.T S?ECS FOR SPRING PAD LOCATIONS
::l"OTE ALL PARTS ARE ATIACHED WITH TK2075 SCREWS
El\DWALL DOOR SPR!l\G PAD FRAMING
.--2"x 3Mx 16 ga ANGLE
\ (Field Bend to Match Roof Pitch)
SIDE VIEW \tDWALL RAFTER_______.-~ EKD VIEW (From Bldg Interior)
~ .
SPRING PLA1E-..
~HEADER TYP./ 2"x 3"x 16 ga ANGLE TYP
HOT RO~LED RAFTER OR COLD FORMED RAFTER
WITH RAFTER RESTING ATOP COLUMNS
~-PURLJN TYP_
I ~~7~2x3·x 16 ga_ BACKHA:1'G ANGLE TY?
'L----DOOR TRACK
ENDWALL DOOR TRACK HANGING DETAIL
~----FURLIN
2'x 3"x 16 ga. BACKHANG A!'>GLE TYP
DOOR TRACK
SIDEWALL DOOR TRACK HANGING DETAIL
SIDE VIEW
SIDEWALL
i6 ga A>fGl.E
END VIEW (From Bldg Interior)
DOOR SPRING PAD FRAMING DETAIL
REVISIONS
w
1-w
IY u z
0 u
LL
0
1-
::J
0
0
1-
1-
::J
0
' 0
I
0
G EN. NOTES a SPEC IFI CATI O NS:
BU ILD IN 6 C ODES,
-2 006 INTERNATIONAL BUILDIN6 GODE
DESI&N LOADS,
-FOUNDATION DESI6 N L OADS BASED ON LOADS PROVIDE BY
S TEEL BUILDIN6 MANUFACTURER.
-SLAB ON 6RADE DESI6NED FOR STORA6E LOADS 4 MEDIUM EaJIPMENT.
FOOTIN 6S 4 FOUNDATIONS,
A. MINIMUM FROST GOVER FROM 6RADE TO BOTTOM OF FOOTIN6S
IS 48" UNLESS NOTED OTHERH ISE.
B . ASSUMED SOIL DESI&N BEARIN6 GAPAG ITY OF 1500 FSF,
GODE DEFAULT VALUE.
G. FOOTIN6S S HALL BEAR ON SUITABLE NATUR AL SOIL O R
W HPAGTED FILL IN AGGORDANGE HITH THE RECOMMENDATIONS
OF THE SOILS EN61NEE R.
D . FILL S HALL BE GOMPAGTED TO THE FOLLO HIN6 MINIMUM STANDARD
PROCTOR V ALUES (ASTM D6'18),
SLAB O N 6RADE, '15%
FOOTIN6S' '18%
FROST FOUNDATION BAGK FILL , '15%
BASEMENT BACK FILL , 80%
E . ALL COLU MN FOOTIN6S SHALL BE CENTERED ON THE COLUMNS;
AND v-!ALL F OOTIN6S SHALL BE C ENTERED O N THE HALLS UNLESS
NOTED O THERHISE.
' N
I .
Ol
0
I
0
N
N
I .
Ol
~
2 3
1 --------------------------'100'-0" OUT TO OUT OF CO NCRETE------------------------+
0
0
f------------'25' -0"------t----=----·~----~r---~------'25' -0"'----------,f----:-----c
2
6" CONC RETE FLOOR HITH -------
FIBERMESH REINFORCIN6
#5 HAIRPINS
15' L O N6
{/)
z w
,.:.1 -q-:::;;
n 0
I {/) -I' -
Ul I
1-
0
_j
0
I
0
I .
0
N
N
I .
Ol
~
0
APPROVED
SU0JEcr TO NOTED
UCEmONS A I!IISI'I!CTIOI'IS
GARFIELD COUNTY
BlJJLD~EPARroNT
Dolo '2'08' 11)'~~~~
LDCOPY
ftO IlfSnCTION WITHOUT
TIIESE PLANS ON SITE
.... or
,1<----------'25'-o"·------+---'------'25' -o"'----------+-~-----'25 ' -o···---------.¥--~------'25 · -o·:....· ------.J
CD--J=!....CO~UN~D~A~ic...'.I "":C;J~AI.-::-:!::-!',~'0-" .. ~~,.~.;;.-.,,
CAST -IN -PLACE CONC RETE ,
A. DESI SN WOE, ACI-318 "BUILDIN6 CODE REQUIREMENT FOR
REIN FORCED CONCRETE"
B. WN'"RETE 28 DAY COMPRESSIVE STREN 6 TH (f'<-)
FOOTIN<o6 F'e-•3000 FSI, 4" SLUMP, I 1/2" MAX. A6R.
H/G RATIO OF 0.41, 5%-1% ENTRAINED AIR
INTERI GR SLABS O N 6RAD, F'c.=4000 FSI, 4" SLUMP, 3/4" MAX A6R.
H/G RATI O OF 0.51, 4%-b% ENTRAINED AIR
v-!ALL S , F'e-=4000 FSI, 4" S LUMP, 3/4" MAX. A6R.
H/G RATI O OF 0.50, 3%-5% ENTRAINED AIR
ALL EX tERIOR CONCRETE S LABS ' F'c.=4000 FSI, 4 " SLUMP, 3/4" MAX. A6R.
H/G RATIO OF 0.45, 5%-1% ENTRAINED AIR
ALL EXTER IOR CONC RETE SHALL BE AIR ENTRA INED 5% TO 1% BY VOLUME (+1 -1%).
G. REINFORGIN6 STEEL, (NEv-I, DEFORMED AND GLEAN)
A STM A 85 FOR v-IELDED v-IIRE FABRIC.
A STM A 6 15 6RADE 60.
CLEARANCES FOR THE REINFORCEMENT ,
GONGRETE PLACED DIREG TL Y O N EARTH, F OOTIN6S ............ 3"
SLABS O N EARTH ........................................................ SLAB MID-DEPTH
6RADE BEAMSMALL, BOTTOM ........................................................... 3"
6RADE BEAMMALLS; TOP AND S IDES ........................................... 2"
v-!AL LS, COLU MN S, BEAMS, OUTSIDE FAGE ............................... I 1/2 '
HALLS, INSIDE FAGE ........................................................................... I 1/2"
FORME ::> SURFACES EXPOSED TO HEATHER OR EARTH,
"5 BARS AND S MALLER. .................................................................... ! 1/2"
"6 BARS AND LAR6ER. ............................................................................ 2"
STRUGl\JRAL S LABS, JOIST, TOP 4 BOTTOM, STAIRS
EXGEP r AS INDICA TED ........................................................................... 3/4"
D. REINFORC.IN 6 S'.ICE S S HALL BE THE 6REATER OF 24" OF 40 BAR DIAMETERS.
E. LOCATIONS OF fZ ES OF ALL PENETRATIONS, HOLES, S LEEVES ETG. SHALL
BE GOORDINA Tf Vo!ITH ALL TRADE . '
F . FURNISH AND IN'ALL ALL CHA IRS, TIES, AND OTHER ACCESSORIES IN
AGWRDANGE VH THE WNGRETE REINFORGIN6 INSTITUTE (GRSI)
"MAWAL Of ST!DARD PRAGTIGES "
6. CONSOLIDATE l WNGRETE BY V IBRATIN6.
H. ALL WNGRETE ,<D MASONRY CONSTRUCTION DURIN& HOT OR GOLD ¥'lEATHER
SHALL GOMPLl'ITH AGI 305R "H O T HEATHER WNGRETIN6" OR AGI 306R
"WLD HEA THEWNGRETIN6" RESPEC TIVELY.
I. C ONSTRUCTION .}IT SHALL BE CONSTRUCTED PER THE CONSTRU C TION .JO INT DETAIL
CONSTRUCT ION •INTS SHALL BE INSTALLED IN CONTINUOUS LANES OR C HECKERBOARD
PATTERNS HITH'AG IN 6 NOT EXGEEDIN6 15 FEET, UNLESS OTHERHISE APPROVED.
J. ALL REINFORGEW NGRETE SHALL CONTAIN LESS THAN 0.30% HATER SOLUBLE
C HL ORIDE ION :.ONGRETE, BY HEI6HT.
INTERIOR CONC\TE SLAB QN 6RADE,
A. SHALL BE M I NI ~ 6" THICK MIN. U.N.O . AND REINFORC ED HI 6x6 v-!HM OR FIBER MESH
REINFORGIN6, D. SLABS SHALL BE PLACED O N 6" OF Y'lELL GOMPAGTED 6RAIVLAR
FILL ON WDIS13ED SOIL O R REGOMPAGTED SO IL OR PER SOILS REPORT.
B . CONTROL JOINA5 PER A G I -318 -o5. S AY'l .JOINTS TO BE GUT AT A MAX IMUM S PAG IN6
(INCHES) OF 3&1ES THE FLOOR THI C KNESS (IN INCHES) EAGH v-!AY. SAv-IN .JOINTS ARE
TO BE GUT AT >EPTH OF 25% OF THE SLAB DEPTH AND GUT AS SOON A S POSSIBLE
HITHOUT FRAYITHE W NGRETE SURFAC E.
F~T .oepf.t,. ' IBC..
Pos . .OIU\•Wilje : +-Be.
. u z ...... .
"' rz:t u
~ p:;
rz:t en
:;]
u .... z
:t: u
rz:t
E-<
o(S
<.!> z -p:;
rz:t
rz:t z -<.!> z
""
z
" Vl w
0
old
" z
~ a:: w w z -" z w
--' <(
a::
::::>
1-
()
::::> a::
1-
Vl
w
_j
<(
u
(/)
0 1'[\.UC URAL DETAILS ONLY
DES IG D BY
EN GIN ERI NG & TECHNICAL SERVICES
.... ···~?.;.;·,;,;~:),~
_..-, . ·;,'(, ··~·~·· .·· /, . • >'0 . "~ • ... ' . -... ~ '"·>· '
-· : ' . ?~
'•'· ~B ~U.i"·. ~:. ~··. ?(111 IJ-:l ,z: .. ~
·.~·· ... ~ ..... ~ .~
() z
(f) w
()
> a:: w
(f)
--' <(
()
z
I
()
w
I-
C. z
<(
<!> z
"' w w z
<!> z w .
"' 0
0
N
.....
I
<!>
"' >-c..
0
(j
\. ·; · .~:,s, i;,;;. \. · \ ,e, ... ~
~"~~=~~~··~ ... ~ ... ~ .. ·~··~~=7~=<
f\ · DATE : 2/26/08 'Q-OWN BY: CLS
\J DESIGN BY : CL S
CHK. BY : D.D.S .
~ lrFlll:.::R=-['-'•:\c=~=:rnc:\>::'oos=''"''"'-' """'..:eo~"~''~"'":"-'----ll
~l r-------~lr------1 1
0 11---------11
SHEET NO .:
I s 1
fa
BP BEARING
ELEV . ~ 100'
GRADE
3' -0"
+----
8"
t-8"
. .. ., ..
6" CONC. ~/
FIBER MESH REINF .
6" COMPACTED
GRANULAR FILL
#4's VERT. @ 4B" O.C .
(3) #4's HORIZ.
HAND ROUGHEN
KEYWAY
L--2· -o"---.t
(2) #4's CO NT .
THRU PIER LOCATION
6"
STEEL COLU MN
ALL A.B. & PLACEMENT
TO BE TAKEN FROM SENTINEL
BUILD IN G A.B . PLAN
BP BEARING
ELEV . ~ 100'
3'-o"
2
#3 ST IRRUPS
012" o.c.
t-8" +-----
8"
STEEL COLUMN-~~
BY OTHERS
ALL A.B. & PLACEMENT
TO BE TAKEN FROM SE NTINEL
BUILD IN G A.B. PLAN
2 1 /2 ' 10 ~6"1
BP BEARING
ELEV. ~ 100
3' -0"
GRADE
#4's VERT.
@ 4B " o.c.
(3) 64's HORIZ .
f-----1' -9" .·•
• ...
4
•
...
•
15' #5 HAIRPINS @ 45' & 60'
(8) #5's VERT . W/
6" CO NC. W/
FlBER ME SH REIN F.
6"
6" CO MPACTED
GRANULAR FILL
B" go· BEND INTO FTG.
#3 STIRRUPS
@12" o.c.
1 '-9"---i
' 4 •
. ..
•
5'-6"
--------
(B) #5 VERT .
BAR S W/ B"
BEND INTO
FOOTING
I
REBAR NOT SHOWN
FOR SIMPLI CilY
IN FOOTING
3'-1"
8"
(3) #4's HOR IZ.-' B"FND. #4 's · \ --i I WALL @ 4B" o.c . I I I 1 '-9" ~L---------~__j
3" l ~' ---5' -6 "x5' -6"x1' -0" PAD----,f-(B) #5 's E.W. }-------5'-6"-----~
3"
• •
6" CO NC. W/
FIBER MESH REINF .
• •
(4) #4's VERT. 0
COLUMN LOCATIONS
w 1 s· go· BEND INTO FTG .
(3) #4's HORIZ .
·~·.f.-8 "---t
SIDE VIEW
SIDE VliW
#4's VERT .
Cl 48" o.c.
----
#3 ST IRRUPS
012" o.c .
(3;-;4.~0R IZ 'r I
8" 2' -0"
(4) #4's VERT . 0
COLUMN LOCATION S ~
REINF . IN FOOTING ./
NOT SHOWN
TOP VIEW
TOP VIEW
. u z z C> -" Vl rn
"'"
w
u 0
> o'd ~
"'" (f) C>
:;] z
(),: u w -z w
:I:: z
u -
"'"
C>
E-< z w
<'d
<;!> ....J
z <t -0::
~ ::>
"'" 1-
"'" u z ::> -<;!> 0:: z 1-
~ Vl
. ' z
0
1-1-
<( w
0 w
0 I
......! (/)
w
......!
<!
0
(/)
'
0 z
(f) w
0
> "" w
(I)
-' <t
0
z
:I:
0 w
1-
0 z
<t
C> z
"' w w z
C> z w
0)
0
0
N .
1-:r:
<:>
"' >-c..
0
0
.;T ;~ ;G1 u;;AL DE1AtLS ONLY
OES NEJJBY EN NEERING & TECHNICAL SE RVICES
DATE: 2/26/08
OWN BY : CLS
DESIGN BY : CLS
CHK. BY : D.D.B .
REV:
AL£.: I:\CURl\ETS\2008\Tofty Ho Coost\Heuor
SHEET NO .:
s 2