94-102016CITY OF FE=DE=RAL. WAY PERMIT
PERMIT ra0 : sG�v44—aa73
SIGN3353a First Way South ISSUED: 12/12/94
Federal Way, WA 98003 Building Inspection Requests 661---4140 BY: FC
661-4000 EXPIRES: 06/10/95
ADDRESS:32836 PACIFIC HWY S
NO_. ??????—????
PROJECT DESCRIPTI0N-INSTALL 4 NALL SIGNS WITH IHTERNAL LIGHTING.
OWNER CONTRACTOR --
9 LOBE IMPACT ELECTRICAL ADVERTISING
32026 PACIFIC HYW S 11324 MUKILTEO SPDNY 7
FEDERAL HAY WA 90003 MULXILTED NA 98275
#B38-6551 801-972-6667 206-355-0824 800--613-4011
IMPACTEA073DB
VALUATION ........... _: 7500
TYPE OF SIGR............ _ AAL
TYPE OF ILLUMINATION ....... JNT
SIGN AREA -----------------------
PROPOSED .... ......---- : 24.00 Sf
PERMITTED .............. 30 A0 Sf
Footing/foundation inspection:
Final inspection:
FRONTAGE-------- DIMENSIONS:
SUITE.: 0.00 ft APPROVED COMP SIGN PLAN?.....:?
STREET: 0.00 ft IONING.................:?
COMP PLAN .......... ....... :?
BUSH SPACES: 3 SIGN CATEGORY................:E
CODE CITATION..:?
LENDER --
NOTE: ALL ELECTRICAL SIGNS REQUIRE A PERMIT AND APPROVAL BY THE STATE OF WASHINGTOR DEPARTMENT OF LABOR AND INDUSTRIES.
St ALL PERMITS EXPIRE I80 DAYS AFTER ISSUANCE IF NO WORK IS STARTED, *s
FEES:
SIGN PLAN CHECK....* $ 64.35
PLANNING SURCHARGE $ 25.00
SIGN PERMIT..NALL.J S 99.00
TOTAL FEES $ 18B.35
I CERTIFY THAT THE IN R (i FURNISHED BY E I5 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL NAY REQUIREMENTS WILL BE MET.
OWNER DR AGENTS / �.�� DATE
FILE COPY
crrcFG CH --I0"Laf Iv
N tVnw.,
Permit #��
33530 First Way South
Federal Way, WA 98003
Phone (206) 661-0000
Civw n l� 1i �} A PLZCATION
This application must be submitted to the Building Section, and a sign permit must be issued
prior to displaying any sign, except a political sign, whether or not the proposed sign requires
construction or structural alteration.
WARNING: DO NOT CONSTRUCT OR ORDER A SIGN UNTIL A PERMrr HAS SEEN ISSUED, THE
INSTALLATION PERMIT WILL EXPIRE 180 DAYS AFTER ISSUANCE.
Owner of Sign Q[.!AK,5r2. SrATF Phan 130r�
Address er W 220 LO —`2,64T Z—A Fes«
Name and Type of Business With Which Sign is Associated C�2
01 L A",�� Lc� 6
Address of Sign - 32 Se-, F-Ar' orfe
Contractor - -� M,'XC-r _ /',CL/. Phone
113 z Y
Contractor AddressCont. Reg. No.
Property Tax Account# 7 9 7 9 9a - o o V ®— o Exp. Date st _/ 7_ q 5
All signs must meet the requirements of the zoning and building codes. Two sets of plans
(maximum plan size 24"06") showing the location and size of the sign(s), in addition to a
drawing of the sign(s), must be submitted with the Sign Permit Application.
I. Estimated Project Cost $ . !475 00
2. Type of Sign: Lr Wall ❑ Marquee ❑ Pedestal ❑ Monument
3. Illumination: Nr Internal (Cabinet) ❑ Internal (Letters Only)
❑ External ❑ Non -Illuminated
❑ Other (Describe) vt�N��IC
4. Sign Area (Square Feet)
y
5. Sign Dimensions f f 'r J C' !�
6. Suite Frontage _ _ r
7. Street Frontage of Entire Property (Feet) S
8. Number of Tenants, or Available Business Spaces, on Property —
9. Does the property have a comprehensive sign plan approved by the city? _ i�
If yes, what is the file number?
10. List type and size of all existing signs associated with the business:
Az-4- r/5 ,lrJ6 7-a e9 �C667 oyz-: o _ 0 V %31 0 G
/2z:, Z- r— 5 / & /�/ Lp- L (� i'x -7 1- 0 )— (i �- & � 1 X13 1'- 0 1� )
11. List type and size of ail other existing signs on the property:
v . ,i fr
R 5f I-J S i'1r] A. ['-c7 1 x l o i F err r ►n' �t►1 ! i A M 3' 2 -6 x!- o
f
J O X € } ,�� � S /G�.S ��.ai�a Nafj SG [. &A-1 IV X �i�GCdl Z,.I +t.+ JA iL C "A,,- r —y
I CERTIFY UNDER'PENALTY OF PERJURY THAT THE INFORMATION FURNISHED BY ME IS TRUE ARID
CORRECT TO THE BEST OF MY KNOWLEDGE AND FURTHER, THAT I AM AUTHORIZED 13Y THE OWNER
OF THE ABOVE PREMISES.TO PERFORM THEE'r`r'ORK FOR WHICH THE APPLICATION IS MADE.
Owner/Agent (Signature)
(Print Name)
Land Use Section Approval:`
Parcel File a applicable) _
Zone Sign Category
Sign Area Permitted (9q, f.) —
Cade Citation. Which Allows This Sign
Remarks
Department of Public Works Approval:"
Remarks
Building Section Approval:
Valuation $
Permit Fee $
Plan Check Fee $
Total Fee $
J�lanning Surcharge $
Remarks
Date _ /0- 9 5,/
Date
Sign Area Proposed (sq. tt-)
Date
Date
*ANY DEPARTMENT INITIATING DISAPPROVAL IS TO CONTACT THE APPLICANT AND BUILDING SECTION WITHIN 24
HOURS INDICATING THE REASONS FOR DISAPPROVAL.
SIGNPMAPP
Rware 311194
MARTI INSARTI i
Conaulling Engineers Title (A 4TM-C, A Date Job no. `—
Subject r5 r By cj Sheet--- of
FILE
FACE OF L--)05T-
0 C T 94-102
-00
I I" L r
JL.vF�i.J�c�
VMERE ARC TO BE ND DEVI logs A
CR THE APPROVED DRAWI S
I LESS OTHERWISE APPROVE BY Rya
IIE FEDERAL WAY SUILDING DEBT. � 'P. MA;; r.
4
I-
2"t
Pi�2T7A-L- PLMBL DG CDPOJM
RAC r-1 F6T 13 P-�eT- icfT- T 3" F-Zpi-f Pl�t-Q6, �f� _�&)a -.1.
` TNT 13" P POM a�n6) Cox�N tsx�ls�Es
� � L�}eE �C�rJ ❑ � r2���T Nb � USE T�� � � lr �Q�U �1�5T F3I�AC��'
1�v9 I+MGE CfF //J coAI )E7Z-- FLI1U8 ,,I-r z ::37L
52A-cKt,7n 0,C,
�-
IDo
r�
FV-c>m Cv�+��
s
Cry
751-
Ll]F dv e (2) Fi26 NbTED PPpo+S 1 pE "a,C
QM �;Me,�g;O�J M07E-0j' C3}= 3&-Z"O,C.C7R-TJ r75NO7tp — �....+
05E . PAss7x)E-05
F52-
4' o SPIic j l] 6i
11k1.
141,�Pu 5 Ar car
0�v F
tDJ /j-CE7UT
&RAC L E7-
nrCQeE-
TNA-AJ 2 '6 4 vJ tY
MAt TINfMARTM
Consulling Enelneers Tltle Date Job no.
�—. • Subject By Sheet of
i
, I i rl f�iGl�i�F�7
pc�� CSC off. Mfrs. �¢ E x ¢n FfILT1 IewI k C014 Z:
I AL TV RL
i
t
I
f '
I ,
i I
I G��
i
rNmo�lrl_
5T61JM M vt�D
��r� 51aEn7HIX, �
!`}�D �EF ��� IN 2 x
i
E
j
�57�►4TE : ptYlJp�
DP- T 4-�Puo ftoyJ
4LE l w
490 MIN i
ce, E fZ 0&1 L`{
SESS
Fr-sregnL-5E Scc �
SCi t�S7P-��'r�
z�
r'
Zx
I LUEP-N UPI ATE
( 5C'p wHeuE w4u•, 15 !JO7- -pL Ory b)
PM-, G 7 10 L feu] `1n MA" ,
Loy Pe-p- SHED U, N,o,
,
^ '
~'
0-LUBE SI8NA8E/ALUmlt,40m
AWNING
^ '
�1-1CAT ION:
FELERAL
WAY' L:-)'TO'-n.'E #151-22
B��CK�T TYPE�
BRACKFT
"E-URED TO CMU
SNOW LOAD �6.00
PSFECC 11
IWCHES
WIND SPD
80
MPH
WlND LOAD 0.8b
PSFECC 10,00
INCHES
ROOF HT
20
FT
DEAD LOAD 17'00
PLF| ECC 1G
INCHES
EXPO'iURE
C
8RCKT :'--"PC' 4.00
FT
CSR FACTOR:
100
qs
Z0.7
PSF
Cq
Q
of + SNOW
ONLY
MO���TS
VERT SHEAR
DIRECT TEM�T��
UL� 1088.0
I�-��S DL�
�8�OA
LBS
�/A
LBS
�NOW| 2016.7
I�-LBS183�33
L8S
N/A
LBG
0
N�liA
��0O
LBO
T�TAL = 31O4��7
IN-LBS TOTAL =
25133 LB`:"0
LBS
DES'MN CRITERLIA
MOMENTS
�HEARS
' DL+GNOW
31O�67 TN-LBS
�L I.�3
�BS
0-+WIND+SNO�/2
2O9G 33 IN-LBS
159.67
LBS
' DL+�N��+�TN�/2
31O� �7 I�-LBS
2���33
LRS
F ASTENER R 'y
R%y �
R*h
R*h^2
�'
T/SCREW
Mi
1 1 -n.00
L
40.�
77.�
1�1�0
2 1 400
� � 8�
800
���
�.�
�.�1
310.�
3 1 1� oQ
16�00 �00
000
0�0
O.N)
6400
-800O
-38.81
310.47
5 1 0�O
O0O -�600
-16O0
00
-4000
-77.k 1.
11.87
6 0 0.00
O00 -1600
000
0 O0
000
0.O0
0 0O
5
80.0}
O0O
�40�00
31,04 67
(�/:S')+T
BOTTOM OF
MAXIMUM FASTENER
LOADS
TO FIRST SCREW � 4.O0
INCHES
TENSl��
ECC TO SCREW CL = 2000
INCHES
Ta=
7762
LLD, ----
WIND FCC
Va=
5027
L8----
UNITY CHECK FOR
8RACKET
FA�T�NERS
0090" AL-TO-�[
'
#12 G�ELF TAPPT�8 SCREW
' Tam
77.62
U[=
50�27
WITHDRAWL Tc=
O/a LB�
LATERAL Vc=
170 LBS
SRSS (Ta`
Va)=
92.47�
OK
UNITY CHECK FOR
BRACKET
FAGTENERS
TO C�U
1/A" HTLTI KWIK
CON TT
Ta=
7762
Vc=
5O27
'
WITH��A�L Tc=
165 LBS
Ta/Tc +
Va/V[ �
0�653
DK
. LATERAL Vc=
27� LBS
LU BE
I
F i�.
C ERAL
`. STORE
AYE
1 7
# 2
Et A C lK% FE T T V PE
E. R A C� I-T
`1 l'--E TO
-3011i
SNOW LOAD
25. 00
IFIS F E CC 1
liN C H E-IS
j
W! I NEI c
J. ---PD
910
MPH
WIND LI.A]
_i . 4 G
p:F 01,
1 !, J. C IE -S
ROOF H-Ir
r 1.
DEAD LOAD
17. 00
. -
V
1! --'L F ECC 1
I f
E X P 1- S 1 JR- E
U,
RFRCKT S'PC
4
FT
Ce
i i
.7
PLE":
C
M F-11 r; E IN T 1:21
•I
lvlErRT '-'LE'%R
TF'1!4.-. ON
DL
I cif; p
F)l
,3 14 cl "A'
2. Q- Iff -S .
T-IN—LBS' S, N C 1, W
312.-
L B S,
Y A
L F.;,
W -1 ND
�3104 I
N — L F, ` W
F.--
rC)S', 22
L FE-3-:3
TOTAL
I "S 0 7-:3
l 'N - L EU:S' TLITAL
I
L D,�j �
2 z. 37
1 F111-1
T
D--16-N C-RITLRIA
[10 ME-.'N T'--.'
Er H,--- R. S
JS I S U 7 q- I N — L E: S
-74 --3
IR'S
El L + Q 1 IN ED + S'
IN C, W` 2-
- S 14 21 4 -5 1 N - L B--
1 Cr
L D'_- ,
.
U +.SN`ClW+6Jjve4Cjy
.2
441—._7 —1 -
�? -lp
i pp,:;
FASTENER
R,
D 4- L
I
D�l,
K F-
.3i-; {)C% lz CC%r
(Jn
3 G 3 Cj C3
L).
2197. S`
A
A C�• C)•a
0
upo
117
10, 9 7
--p I
Cm
ml)
13
1:3 00
—T-- I-'
:n
7(j
V-23' I I
2266'� 7@
----------
0 Ql 11'.0
C) Ck
0 flf;
r) N)
C', 06
[},it{]
is 1 .5 73
y
M + T
BO T T-0 M, Ci F
"-.A X I Ml it FAS-TEMER.
LICYPID'S
Ti- — 4 f
,j i . I
F-1 R`-'T —
T PL.;'-F,,
:- -
I -
T E kc�-; I Fj r; J
E M,F j-L A.
- -:Yk - . _ _ M
C'C, T Cl SCRE-jw` C.LL �-Q
j L, L,-
rv,� I
-42,75-
-L.,
W T lk 4; D
- - - - - - - -
- -
I , 4 - n
LE
UNIT I CHILECIK FFJ R
UP'.604"ET
TQL.
#10 WOOD SCIREW
W T I n F%HL.
rZ
T 7:
n
Ta c
UA
It
Bp I - T
LLA� T E �-R; A L.
117 L E
UNIFY Cril-C."' FPTR
F
A
L- -Tfl- FIL
412 F
='REW
0 T F) 1'� L, i
T r
y
L AT E R. A IL
V c
170 LE:
TA QA
- - - - - - - - - - - -
14 E. F'
i={I%
UNITY CHLECK' FOR
-
BRALCKET
FAL:---TENcEl-Rp'S,
TO C11, J
I/A" HILT! [,W T I% .'
[:f,.tq I I
14—
WITHDRAWL
Tc=
I Gp LS LP
TaITF- +
Vca/Vc
CA
LATERAL
Vc=
X-75 LB
Q-LUBE
L OCA
HTION,,
FEDERAL
WAY, S-TARE #1512
-T TYPE
r, r P"AC0
BR`r-, T
'3ECIURED TO CN-
SNOW LOAD q 00
F,-,F: Et,C 11
I N1 C H L-23
W IN D --PO
sib
MPH
WIND LOAU --- 15
S. F.
PSF; ECC 5. E
It -41 C HE S,
r
R 00 F' HT
2i
FT
DEAD Lfj-t"'tD 17 00
P LF: ECC i 6
INCHES'
EXPO'-ZJjRE
C.
BRCXT 1.00
FT
C
1 131
M 0 ME N T'-:I'
VERT 'HEAR
DIRECT T-
10 IN
C. i,
-...2
T
1 N - L S'
i Di-
�LC) 11;
S-NOW .7
1 IN -LE'- :, N 0 W;
1
LBO
N 'A
LB• -
W I N'D I,=?i:J.'3N
-L E-":---,' -0 1 NO <
N a
L Sp S-
70 P" S
LEE
TOTAL 95
1 irl -LID'S, T-OTAL
2`5 1 -'S
LEA:
DESIG'N C-IRITERTL11A
INIOMIENTo'S'
C11 E AL R, 13
L
D1 '0
7 003 SG IN -IRS
Z. 7�
D L+ W 11`4 D + SIN 0 WT
1 6 1 1 iN - L D
-7
- I
D-L + S-; W-D W) - W 1 N D /2
S0.5 7 if[-LE;
- - - . 1.
25 1 - -pp
2L1.
L RL S
F-I'DJENER R. V
F'. 4' h
R.L0i" 2
T S C R. E 1:1
IM i
K)
L
�7,704 TS
P4.Q1
1'0,71
F,. CY:
30
2 1C A.
.-p J.
Cp
j
0. C)n -C3 A"
- -
Z- 4
'
41
I A-
g i.!L
No A
J` - -' .
0. 00
uo
1 E., 4 f1k 0
1, 0
7009 SG
BOTTOM CIE BRAC�.E-T
NAXIN�,fl FA'STENER
LO-AD,3'
TO F1j7R,--J S1CRFW
A 00
i-_ �
INCH"c'
T NSp I IJ I'm'
-
c 10
T.-zc-
1.
1-
r i
0
UNITY CHIPECK FAR
BRA0j-1-.FT
1#10 WOOD --1'0REW
; F, - -
c +
A I1r :z
DUE
LATERAL
00 1 B-S
I J N 1 T Y C H E 0- K LFF-1 R.
ERA C I T
F ASy T EINIE R. S
0 . 09 AI - T 0 - A L
#112 SELF TALPFINIG' "."CREW
1 S F1- . 131
t", f- =
. -7,-,
WITHURAWL Tc =
nia L B S
LATERAL Vc=
170 L Ell L-1
C, D T=-,
t
U K
UNITY CHECK FOR
BRACKET
FAp:-.'TEN'Ef-Rp'-_.'
TO
1/1" HILTI KWI K
CON IT
Ta=
I r-1;, J�,
-7
Q'ITHDRAWL T r =
16,1; L E,
-
T-, "Ti- +
--LA �Vc
I A2. -1; 1
01 K
L A T EIR A L Vj-
275 L
0,C ,A T I f N ; FEDERAL A'AY , =-ITf IRE # 151 z
SNOW LOAD :-S , On PSF;. ECC 11 INF:HES WIND _,F'U 96 IMPH
W 1 N L=fAF} _'5 1S PSF; ECC 10. ci:; 1h:iL.�E,_ P;-ff_;= H 0 FT
DEAD LOIAE, 1.7.0-0 F'LF; EC:C- 16 1N C HE'S EXFfa'=!,PE C=
{.: -iF. FAG T f sP• ; 1 4� 2o.1 P'-,E
OR 1.5 C:i tIRINEP F`lR`r- {•i;-E
HLINIENT'S V E R T { PEAFI' 4' I IRE- T TEN'-n'! Ci,N
f]f c' . {_ IN-LF,= Eil .00 LG'S f''IA LE,:=
'_=t��iG'•W ; 1 C,V . _ 1 N-LE-: , SHIOs4' ; J. h, { E::S 1'YI n
;i - C j r • 4_i �- n - -
U1Nlo: -=1�` - i1- r. slf4i]; ,n1 :,,_; LE:-:
ar HF-!= zS7]Thl FiE.F'? LE'S
DES 11311 h:I 1 H C �� MEP�T:S ! �L� P
GLfEi��'_fW 5067.09 IN-L�.- l21 1.G+f LB,:=;
DL+WIN"+':!lN ►W/2 d5b2.9L2 N—IN,a -;1:5 LPS
[}{ r_iyllf4+µf1IN 2 !.N- eS 1=11:,t_,7 I E-
FA:S T Er r- P y ' y �, P :h ;,::#:�:..i 5' T.''=;C:F�E+�� i
-~t 01r) 'I F• 00 0 µ [� , {_f{_) I r , F•ir t.'.,i h • L: _;
1 24.O 24.0{_i _ _i {j _ •ti}t] ;mod.{�{] :(�,�C} Hr:;•:_ �C}Q.1f
1 1F,.tl i 1F •ii:} :l I_; ] {J,CI{_ i,,ii{Z [1- l i 00 0.0
1 =.sill �.{�{� c;{? _.''t} �'4.t{� {�.S!I: i,?.•;{rt'.71
5 I G.0 ;, ii_i —IF, clo —I-F Cli; �5 ,, ii,i — i . Cr,r }=F,. E,{: :i=E.
C}.00 [ 01C)-lE•r:f; {y '{1 {1,1!{7 {j.{�{� U.{r�i Ci•f_0
B iTTs f�i OF BRAC.f;:ET MAXIMUM FA'="TEC` ER LOADS -
TA FIR:'-'.T L,JPLW = .��{;3 ihyt:HE:-; TLfi,=,IifA _
E 4t : T 0 `=i(_ h.-'LW E •L = 2 o C,o l N-C-, hF: ' I c!= f.'jf .'31 LE.'-1
UK
,!ITY CHECK FOR E,Ra{:}E T FA' -;TENS - --
'WITH!-i� L F, c. T= Tr T VA �' V i _ S E R_ '_ T
117.0 n LB-1S
U N I TY C.H,=CK. FUR. E.R,At:}::ET FH'=TENER'-J' {1. {f'S{i" AL—T3 �—AIL
W1 T Hr.DR,'ALJL 'T� = iir �. ? C;'
LATEP. AL 17 { J LE,:,=+F•.•a t i .:� , ' EC�. � � 1'� . - -'9 BUST
!•_JN I TY `-'HECK' FC R E,RA C'<:.F T F H: ,TC.C`dE;1=; TO Ch.?
1 /-V HILT E.; wI;;; C-1 Cli I I I
Tam=
V,1TH1)FRAWL Tc= iE•.5 Lt,:: i--ITr `;�P'+=
LATERAL 'Jc
r— 1
M
Product Specifications and Performance
Head Styles —Tapered Flat Head wllh T-25 TORX Recess (*o" dla. anchor)
Tapered Flat Head with T27 TORX Recess (114" dla, anchor)
sl,a" Hex Washer Head wllh Internal T-25 TORT{ Recess (1/4" and :l,s" dla. anchors)
Head Diameters — .355" Max. (364s" Tapered Flat Head Anchor)
.462" Max. (1!4" Tapered Flat Head Anchor)
.432" Max. (:lie" & +14" TORT{ Hex Washer Head Anchors]
Shank Dlameter — olio" Nominal (.215" Major Diameter)
'!a" Nominal (.278" Major Diameter)
Lengths — 1114", 1'14", 2114", 2314", 3'!.", 3a'+", 4"
Thread Deslgn — Trilobular, cold formed
Threads Per Inch — 3ho' Anchor 8 T.P.I.
114" Anchor ., 8 T.P.I.
Inches of Thread per
Fastener — 1.675" maximum
Material Composition — 1021 Cold Rolled SIas1 {Case Harden to H R C 45 minimum)
Plating ---- zinc plate with clear chromata (.0002" minimum)
Bending CapacIly — ❑ucdIIty at 101 minImum
Tensile and Shear Strength in Concrete — Allowable Working Loads,(Ibs)
Anchor
Diameter
Embedment
Depth
2000 PSI
4000 PSI
6000 Psi
Tenslon
Shear
Tension
Shear
Tension
Shear
311e"
i"
125
225
160
265
175
315
3lt13"
131n"
310
300
360
320
480
350
114
1"
175
300
220
395
275
515
f!4"
1314
450
500
555
555
650
695
Tensile and Shear Strength in
Hollow Block" — Allowable Working
Loads (Ibs)
Anchor
Diameter
Embedment
Depth
Tene[on
Sheer
3116"
1"
150
225
3119"
12YA"
290
300
Va"
1"
165
275
114
1s1.
310
100
ASTM Specification C90 Grade N. Type II Pllol holas drilled wlth TK6 matched
1019rance bits for Concreto blocks.
Tensile and Shear Strength in
Red Brick -Guide Values
Allowable Working Loads (lbs)
Anchor
❑lameter
Embedment
Depth
Tension
Shear
Who"
1"
125
235
1'1."
435
300
!."
1"
205
415
1."
1 --14"
350
500
This Iesl was performed on Individual speclm9ns of ASTM C62 common red
brick. qua to the wlda varlatlons encountered In the compressive strength of
brick, Iheso values should be considered Gulde Values,
82
TIDE RIGHT BUILDER FASTENER. �- OR YOU
,,�P-ildex is the preeminent leader in metal fastening
standard and specialty designed fasteners suggested
-:ems. We are continually developing new fasteners,
for a variety of applications.
systems, and fastening techniques to solve today's
metal fastening application problems to increase your
BuiIdexTraxx`1andTeks'"saIf-drilling fastenersexhibit
productivity and the quality of your fastenings.
excellent strength, sealing, and performance features
not found in any other self --drilling fasteners.
Effective, consistent, and reliable fastening, are the
results of choosing the right Buildex fastener for your
Technical assistance regarding Buildex fasteners
specific application. This BUILDEX METAL FASTENING
or applications is available by contacting Buildex's
Application Engineering Department toll -free at
SYSTEMS SELECTOR GUIDE is a representation of
5001323-0720.
*ULTIMATE PULLOUT VALUES
[IN- LBS-) 1 7t}D�7VlGFH D
SQ2
POINT
Zd e S 14 Z !IB 311E II+
B•16
TRZ
T13
T19
120
193
191
205
239
296
491
470
103
6G3
959
910
1558
1424
1297
T11
142
24t
111
-Los
3S7
Us
826
till
17PG
ip•tG
112
131
214
2i2
358
511
71[:
1033
1653
T13
124 •
266
209
49?
r00
967
lard
I�ft
30.2i
TI3
121
u'37
1 25t
313
493
70)
x0
13[5
20t0
26iZ
TJ!
]bB
26}
P38
370
�649
9Q6
[259
19e0
t 2-l1
t12
156
243
2B3
375
605,
8"R
11al
1055
2:48
T?o
3r3
112
211
28P
34T
55!
151
005T
lot
2i10
2996
1224
T14
19G
691
98G
1532
1141
R87
GDO
313
1621114.14
T11
106
2G5
114
43P
613922115ZT13
+1"11111
14;
23t
295
Gil
SBP
1145
tomT13
t1{70
lap
2n
27!
3b3
556
iBt
Ip75
is
TIi
i589
[l,l000, E-vhV-i vRnpvrt R547
"I+ SC,F7L W
*ULTIMATE SHEAR VALUES
[iN. LBS_] ,
sin
romi
000 E
n-ZS 24-24 21-n mza 1F11 1E-is 14-14 12.12 111•IrB u1&7110 114.114
12.11
T11
472
7p3
i53
IP18
N52
14-14
111
51i
149
M5
1244
1161
11I
T12
294
490
560
740
SWD
101d
1p 15
TI2
312
17e
5P9
Bap
Ih76
126d
12 11
T12
165
60P
521
198
1370
1758
Z138
E II
T17
13p
IM
1210
1214
10 15
T13
729
1266
1540
1552
I0 ZS
T13
151
1208
1554
1594
12 14
TI3
169
115E
06
1 110
19m
Ii-1l
il3
91p
1142
71W
2564
2e50
2e20
12�11
T1+
2P48
�,3p
12-21
T16
2700
27Z0
27G2
Waia: An apWOWfoln -1o:y l"I& sb—ld be.pph ed ro fr'o urh—fo rnsr -1— Di"I'M-
SHEET
STEEL
GAUGES
Thread peclmal Common �� Optimal
Diameter Equivalerit Sheet St0e1 EDel Decimal
rit
Gauges I
V6
#7
0
119
010
1111
102
1113
Y4
1114
.140
.150
,160
,180
.190
.200
.210
.230
.240
.250
26
:C 24
22
20
.018
.024
00
'006
MAI ERiAL
THICKNESS
IN INCHES 3m
'Drill nil
capacities 2„p
may vary with ,5o
special ilutc
lengths,lw
0
A Roo,r is 50JA So 7A
STRENGTH
CHARACTERISTICS
•'�+Itch
_•4r1i..�
y,,i11
'
•rTa�9e•
��S{
�-
�;;3?'
M11AImnm
f ' $lreag111
�kjfr.[A•'
F+Hanel
•ian+ll+.'
SB++r "?
SQR'
[P9�r1d+J ,,
'I�PpL•Bdi''
6nd��
8-IB
1575
42
1Ilk
lo-16
2100
61
14M
*24
230
85
15M
12.14
28DO
92
20W
12.24
3250
1010
.21W
Ili-14
U50
150
2QOo
t14-"
4215
150
2700
THICKNESS RECOMMENDA TiONS FOR. TRAXXITEk§-',.�,I'
. �-
� F,.,ilr
,210� + y ,250
.10aG:lkB, y0
p .076 .096 ,96 ,psp
�G,�♦�k, ,j�p-1�a-'[11a 101' 'Ila .110 t> �
on eta on 035 ma 'am
16
.._
G4e
R10 r11 114
SCREW SIZES TRAIL1;11
Y6 MI"
TEI;SIZ
BIZ K12 n6 49
T1iAXX12
111e I'll 114 112 114 912 114 912
TEKS13 TRAXXI3 TEKSI-0 TEKS
TEKS11
16
060
'„ . FASTENER DESCRIPTION BREAKDOWN
}.,�j.•+
w 1
�
.5
EXAMPLE:_
10
16
x 3/4
HWH
TEKS/3
12
,10105
NOMINAL
THREADS
SCREW
HEAL}
DRILL P01NT
10
•134
SCREW SIZE
PER INCH
LENGTH
STYLE
TYPE
DRILLING CHARACTERISTICS
BUILDEX TRAXXITEKS FASTENERS DRILL .. .
TAP... AND FASTEN IN ONE OPERATION
Because Buildex fasteners drill their own hole,
alignment problems are totally eliminated. No separate
drilling operation is necessary, s❑ a complete job is
finished in less time, with less labor. for less money,
Installation requires no special training or skills. A
conventional 1900 to 2500 RPM screwgun with a
Top Material.
1d da mrad +JJJJ
�J�� T-
8d11em Material TOW rhWooss
to, 6d Drfled to 6e Dr7lled
depth-Iocating nosepiece is recommended for
consistent fastening results. 3
If screw threads engage in the material before drilling
is complete, fastener or material damage may occur
. drilling most be completed before threads engage.
When selecting the correct fastener for a particular
application, the total thickness of the materials to be
drilled must be considered.
Top malerlal
10 ea Ori+led
L
Vold or In 02rion
go from Malerlai
Tolai rek3eess
10 8e Grilled to be DlAied
A Pradrlllud
Hdfe INameler is larger
`I I' than sc,filr threads
if
Vold or In5Y1a11aa Drlllad er PpRchad TPP df,t tsrlal
r
8drlom M21MA T0121 Thickness
[o da drilled to ee DrlAed
MARTMI MAr TIN
Consulting Engineers Title
Date
Job no.
Sheet of
! i 1
t i iL
= I SCP-�c.J L —
r ;
I -
{ OLT 1-r&7v— - 1970 }
1970 !o
Fz-
E
_
r
YYt pq�! c► � �A a ���
I
1
ALL POCR PLACErSJaB AFC EXI5TINIa
4f'
vUu�( MR &TRLr—TdM FRM TO MY
FORM aF "ODELM3
N
ALL WINDOW FLAG.'3rMS ARE EXIS7Z.
Co
VERFY U114 51FUC-TURE FIRIOR TO MY
a a o
a
Z--ER TO A-k FOR ALL ELECTRICAL
VTIL I
W 1
II
CC)
AHO NVAC PLAGEr'IFNT5
'
; I
I a � n•-r as; s
tL
n
10 Ir C16
f
I••b In• CLL
t
5'bN'
J
C'•
_
6 I
L055Y
I
r ti
I
try
41' 6.0 n
f
vz
b•-atug
-a�
►�- sr-r
s-u�
���
MAN PLOORPLAN
D?
CL
0
QDD7.`D05
1vQ,'20,'91 12:08 F I 1.313255.3.311i.3
KGS MF(:.4
0
w
[_,}
L
co
y
^J
)
7t
cv
It
I
r
MOM- ELEVATION
LN ll
Logo riki-Al
� . :
RFOUIRM
UPON COMPLETIM
OF 1VORK
Logo
in ARE TO NO UC
ro
r�r(: aFIPR()t ED DRAWINGS
!}Nl.Css �J , RWISE APPFIDVED 8Y Logo
T# # �'�f)�riPVAY $UMNG DEpI
0
q�`
Logo
A _ L4Li ' x 44' zp a�4� .
0
--T Tom---^
UPC REVATION
QGHMIEVA RON
qffiMVELOPMENT
320-36 PAC HWY S SGN94-00773
SIGHS
Cl L y_,®E
DATE Stft1lyEDL
APPROVER BY ,
r
DATE APPFIOVED i (r U -L L
r!4"
O C T 191994
I iY OF FEriE RA� WAY
BUILDII C a�T.
FILE
#10-16 x 1"_
HWH 3PT. TEK
SCREW
3mm WHITE ACM
UPPER PANEL T?�
ter'
#10-16 X 1"
HWH 3PT. TEK
SCREW
2 PC. ALUMINUM
"r EXTRUSION
(CONTIN UOU S
-3/16" DIA. COUNTERSUNK
CIO
STEEL POP RIVET (PAINT WHT.)
DOUBLE LAMP H.Q.
3/16" TEMPERED GLASS PANEL I FLUORESCENT FIXTURE
WITH "QUAKER STATE' GRAPHICS , (CONTINUOUS}
(GREEN VINYL LAMINATED PANEL �4
a
WITH WHITE VINYL COPY)
+3/16" DIA. COUNTERSUNK
STEEL POP RIVET #10-16 X 1"
HWH 3PT. TEK
_..1 PC. ALUMINUM SCREW
"I" EXTRUSION
(CONTINUOUS)
3mm WHITE ACM LOWE
00 PANEL W/BLK STRIPE
0v
e�
—#12 X 3" SHEET METAL SCREW
12 X 3" SHEET METAL SCREW
#12 X 3" SHEET METAL SCREW
STAMPED ALUMINUM BRACKET
(.090" — 30031-114 C0MPOSITE)
#12 X 3" SHEET METAL SCREW
12 X 3" SHEET METAL SCREW
1/4" DIA. X 1 1/4 KWIK—CON
LwHITE ALUMINUM ANGLE
3/16" DIA. COUNTERSUN
IC
1/2.
1/8" CIA. WHITE ALUMINUM
STEEL POP RIVET (PAINT BLK.)
DOME HEAD POP RIVET
.
22"
1/8" DIA. BLACK ALUMINU
LUMINUM "T RUNNER
DOME -:HEAR POP RIVET
(EGGCRATE LENS NOT SHOWN)
t=� *THESE RIVETS LOCATED EVERY
1.5 LINEAL FEET (CONTINUOUS)
ra i7
urt Systems
�' ; K2ux 67Sra Graphic
oad
DRAWING:
SECTION THRU FASCIA
i r Catralt, Michigan 48223
! i ( (313) 255-6460
ORAWN: SEP
06. 1994 RW
QUAKER STATE/MINIT LU9E
GRAPHIC- SYSTEMS Fax: (313) 255-3303
REVISED:
ACM DIMENSIONAL FASCIA SYSTEM
This document eontains ilurrmation proprietary to Kux
WITH ILLUMINATED GRAPHICS
Manufacturing Company. It is to be kept confidential and
not copied, reproduced, used or conveyed to others without
the written authorization at Xux Manufacturing Company.
SHEET 1 OF 1
V—SECT.DWC
A
ff S��+�nr Ca tNr�r LZ
DIS"TER
s
AREA ENCLOSED
f MWBI STOW
DRAIN 15 TAW, F4�'tEi�fi
io7'-okp
T
MINiT LSE 4512
3253b PACFIC
{ FEDERAL WAY, WA.
SIDEWALK / J/. LANDSCAPING+
4'xb' ELEG
44' -0" /
Box CONC.
PAD '
,W 25`-0" a' 10'-0"
15145" STOW
i ONC
�� 24" DIA
CDRAIN p}�AIN
CUM ITYpj�2:
r le, 2' REYOLyP%6
_ C3
7n r
n
19"X15' STOW
SIDEWALK DRAIN
5' SIDEWALK 30'-0" 41'-0p 241-5,1
YJ ��24' DIA SEWER
7 b° � 4X4 ENT. NORTH
SIGN 24' DIA DRAIN
11 GUTTER 10' DIA SIGN OTE
4x
POLE 51G¢dlExlr N: ALL 1iEA5UREi'IENT5 ARE BASED oN
P14C I � I C N IG PLUAY SOUT N �D'4P TO CGN5TRi1GTIGK vERIFY PRIOR
24" ❑IA SUERTo
ALL RADUSE5
SHEET 1 CF d
�I L4
CITY of FEDERAL WAY
SIGN
PERMITPERMIT
NO.
SGN94—tiQ73
33530 First Way South
ISSUED:
12/12/9,1
Federal Way, WA 98883
Building Inspection Requests 661--4140
BY:
FC
661-4000
EXPIRES:
06/ 10/95
f
ADDRESS:32836 PACIFIC HWY 5
PROJECT DESCRIPTION: INSTALL 4 HALL SIGNS MITN INTERNAL LIGHTING.
OWNER - - — —
4 tueE
32826 PACIFIC NYN S
FEDERAL MAY NA 9WS
838-6551 "1-972-"67
VALUATION— ........ !: 7500 FRONTA£E-----_--
TYPE Of SIGN...............:NAL SUITE.: 0.00 ft
TYPE OF ILLUMINATION ....... :IIIT SIRFET: 6-00 ft
SIGN AREA------------ -------- RUIN ITAC£S: 3
PROPOSED ............... 24.9U st'
PERMITTED .............. 30.00 sf
Footing/foundation iinswtion: -
final inspection: `�' 7` �'►
CONTRACTOR ---•___ -_. _.. _ _. _—
IMPACT ELECTRICAL ADVERTISING
iI324 NUKILTEO SPONY 7
NIKKILTED ills 99275
i06-355-0624 004-613-4611
IPIPACTE60760B
016ERSIONS:
APPPOVIO C,0AP SIGN PLAIT?_....:?
IONING.................:2
COmI3 PLA13.................:'
SICII CATF.GM... . ...... . . . ...:1
ew CITATION..:? -
LENDER
i
MOTE: ALL ELECTRICAL SIGNS RE(MIRE A PERMIT AND APPROVAL BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES.
*1 ALL PERMITS EXPIRE 180 DAYS AFTER ISSUANCE IF NO NURK I5 STARTED. s4
FEES;
S 6Il PIpN CHECK.... # 64.35
-.PLANFTW'a SURCHARGE $ ?5.00
- ST0 PFId'13 ..MALL..= S 99.00
4
I
TOTAL. FEES 1 188.35
i CERTIFY THAT THE IffF4RM T'A�� fdRNISHED R�NE IS TRUE ARD CORRECT TO THE BEST Of NY KNOWLEDGE UP THE. APPLICCABLE CI1Y OF FEDERAL NAY PEQUIREKENTS MILL Of NET.
0017P OR rGLO
r�
FIELD COPY