HomeMy WebLinkAboutPermit 1849 - City of Tukwila - Minkler ShopBUILDING PERMIT PERMIT �i C
CITY OF TUKWILA NUMBER d
6200 SOUTHCENTER BOULEVARD
TUKWILA, WASHINGTON 98188
DATE OF ISSUANCE EXPIRES
Februaru 13. 2980 June 14. 2980
JOB ADDRESS
600 Minkler Bo z.Zeyard
LEGAL LOT NO. BLOCK TRACT
DESCR. gSEE ATTACHED SHEET
OWNER PHONE
City of Tukwila 433 -1830
ADDRESS ZIP
6200 Southeenter BouZevard 98188
CONTRACTOR PHONE
William A. Gore 633 -2311
ADDRESS ZIP
1715 North 34th Street 98103
LICENSE NO. SST NO.
WI-LL-II-2230K C800- 006 550 -5
BUILDING USE
weld booth mezzanine
CLASS OF WORK
❑NEW ❑ADDITION ffifiEMODEL ❑REPAIR ❑OTHER (Specify)
BLDG. 1st FL. I 2nd FL. I BASEMENT I GARAGE i DECK I MEZZANINE I OF STORES I TOTAL S.F. I VALUATION
AREA
408 7.000.00
1 CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT FEE BUILDING
THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE DISTRIB. PLAN RVW.
MET, AND YHAT I AM AN AUTHORIZED AGENT FOR THE PROJECT DEMOLITION I
BOND
OTHER
O
f WT� Wfj�Gt ANATURE
TOTAL
COMMENTS:
MAINTAIN SPRINKLER COVERAGE, SPRINKLER DRAWINGS TO BE APPROVED BY TUKWILA
FIRE D�PARTMENT PRIOR TO INSIALLATION.
TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE I AUTO SPRINKLERS REQ,
VN B2 NA 3 CM X1 YES ONO
THESE INSPECTIONS ARE REQUIRED BY LAW
1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure
approach and pour footing sheathing enclose board complete and/
slope and /or and nailing framing nailing or OK to
foundation OK OK occupy
FOR CALL 433 -1849
BUILDING L, CITY OF TUKWILA
THIS PERM M UST BE POSTED CONSPICUOUS ON BUILDING
1 L1'- 4 0600 i`1 tt- 5:50 -,5
BUILDING USE
fae ar.+. booth al rr em- 4 n e,
CLASS OF WORK
❑NEW ❑ADDITION ffhEMODEL El REPAIR ❑OTHER (Specify)
BLDG. 1st FL. I 2nd FL. BASEMENT I GARAGE I DECK I MEZZANINE I OF STORES I TOTAL S.F. I VALUATION
AREA
I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT FEE BUILDING I
THAT THE'APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE DISTRIB. PLAN RVW.
MET, AND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT DEMOLITION
7 BOND
OTHER
OWNER AGENT SIGNATURE
TOTAL
I.. COMMENTS: �y f nt1 ,r y�v
P•i /1I I�t'I AUl :)l"'r'1 oll�.i..ER t. OVERAGE SPft 1 NI(L, DRAWING (J ����f" It���y L1 C
1'7i;? k'ZTlti9PWr PR I')R TO Y 1+1!,:TAI I A'I "T 0M.
TYPE CONST. I OCC. GROUP I OCC, LOAD I FIRE ZONE I USE ZONE I AUTO SPRINKLERS REQ.
M 1VA M YES NO
THESE INSPECTIONS ARE REQUIRED BY LAW
1. Driveway 2. OK to 3. ..Roof 4. OK to 5, Wall- 6, Structure
approach and pour footing sheathing enclose board complete and
slope and /or and nailing framing nailing or OK to
foundation OK OK occupy
FOR INSPECTION CALL 433 7 184 1 9,
BUILDING OFFICIAL, CITY OF TUKWILA
.TH,IS.PERMIT MUST -BE PO STED CONSPICUOUSLY ON BUILDING
PERMIT
BUILDING
PERMIT
CITY OF TUKWILA
NUMBER
6200 SOUTHCENTER BOULEVARD
TUKWILA, WASHINGTON 98188
r
DATE OF ISSUANCE
EXPIRES
1 8 0
I
t
JOB ADDRESS
r
1 y' •f
LEGAL LOT NO.
DESCR.
BLOCK TRACT
lna' SEE ATTACHED SHEET
OWNER
PHONE
j
t:'1.�1/ Ih i' i ='.12�r�
!x;5;5 --.1 t'S.5t7
f
ADDRESS
ZIP
t ".`_'rTr� �'r?Lt :IL3 <?f;t tTG�t!7.Itr:a,7.'rl
98188
I
CONTRACTOR
PHONE
r
T �i; L ri't iX11 A.
83 3 --2311
ADDRESS
ZIP
6
98103
i
LICENSE NO.
SST NO.
1 L1'- 4 0600 i`1 tt- 5:50 -,5
BUILDING USE
fae ar.+. booth al rr em- 4 n e,
CLASS OF WORK
❑NEW ❑ADDITION ffhEMODEL El REPAIR ❑OTHER (Specify)
BLDG. 1st FL. I 2nd FL. BASEMENT I GARAGE I DECK I MEZZANINE I OF STORES I TOTAL S.F. I VALUATION
AREA
I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT FEE BUILDING I
THAT THE'APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE DISTRIB. PLAN RVW.
MET, AND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT DEMOLITION
7 BOND
OTHER
OWNER AGENT SIGNATURE
TOTAL
I.. COMMENTS: �y f nt1 ,r y�v
P•i /1I I�t'I AUl :)l"'r'1 oll�.i..ER t. OVERAGE SPft 1 NI(L, DRAWING (J ����f" It���y L1 C
1'7i;? k'ZTlti9PWr PR I')R TO Y 1+1!,:TAI I A'I "T 0M.
TYPE CONST. I OCC. GROUP I OCC, LOAD I FIRE ZONE I USE ZONE I AUTO SPRINKLERS REQ.
M 1VA M YES NO
THESE INSPECTIONS ARE REQUIRED BY LAW
1. Driveway 2. OK to 3. ..Roof 4. OK to 5, Wall- 6, Structure
approach and pour footing sheathing enclose board complete and
slope and /or and nailing framing nailing or OK to
foundation OK OK occupy
FOR INSPECTION CALL 433 7 184 1 9,
BUILDING OFFICIAL, CITY OF TUKWILA
.TH,IS.PERMIT MUST -BE PO STED CONSPICUOUSLY ON BUILDING
t� BUILDING DEPARTMENT
CITY of TUKWI LA
6200 SOUTHCENTER BOULEVARD
TUKWILA, WASHINGTON 98188
433 -1849
APPLICATION FOR PERMIT
DATE �6�
JOB ADDRESS C G D p
LICENSE NO w I GG �1 3 0 J,, S ST N0.
t
EXPIRES
SEE ATTACHED SHEET
PHONE 3 3 i3,
I ZIF 9 I�0
PHONE
ADDRESS t 6 "t 0 I? P 1 '3 ZIP 7s-
(PERMIT NO. WHEN VALIDATED
/0 1 /t(- L/ j3�v
LEGAL LOT NO. BLOCK TRACT
DESCR. rC`
OWNER C 7 Q t=' T
ADDRESS /9 Q A
CONTRACTOR( L L y� 0g z— V
BUILDING USE f4 TENANT
CLASS OF WORK vvvv �v
NEW ADDITION XREMODEL REPAIR OTHER (Specify)
BLDG. 1st FL. I 2nd FL. I BASEMENT I GARAGE I DECK I MEZZANINE I OF STORES I TOTAL S.F. VALUATION
AREA I I I I I I I t4d(�5' 1 7000,00
NAME OF APPLICANT (PLEASE PRINT)
ADDRESS
PHONE
I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF
TUKWI LA REQUIREMENTS WILL BE MET.
SIGNATUR F APLICANT -t
fJ�
DO NOT WRITE BELOW THIS LINE
TYPE CONST
.-,�v
PLAN PLANS:
RVW.
FIRE DEPT.
PLANNING/
SEPA
PUBLIC WKS.
SENT
I OCC. LOAD I
N A-
IRETURNED
FIRE ZONE
3
APPROVED
1 COMME I TS:
n-
I
OCC. GROUP
13
USE ZONE AUTO SPRINKLERS REG.
C /t(
KYES NO
FEE
BUILDING I
DISTRIB.
PLAN RVW. I
DEMOLITION I
BOND I
OTHER
TOTAL
RECEIPT NO.
APPROVED FOR INSURANCE BY:
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EXHtI BIT A
TO
AGREEMENT
Mae
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DATED AS OF TI•IE
FEBRUARY, 1972
BETWEEN
PUGET WESTERN, INC.
AND'
CITY OF TUKWILA
t
DAY OF
That portion of the Northwest quarter and the Southwest quarter
of the Southwest quarter of Section 25, Township 23 North, Range
East, W.M., in King County, Washington, described as follows:
Beginning at the West Quarter corner of said Section"25; thence
South 02 West along: the West line,of said Section 25, a
distance of 1319.75 feet 'to the centerline of P -17 Drainage
Channel, which Channel continues South 88 °12'32" East ter-
minus at the,. Wes terly` margin of Christensen Road;.thence South..
88 32" East along.!;the centerline of .P -17 Drainage ,Channel
267.55 feet :to "the TRUE POINT OF BEGINNING; thence North
01 East 51.00 'feet; thence South.-8'8 East 254.00
feet; thence No.th'01 °.47'28" East 461.42 feet to' the South-
westerly margin of Christensen.Road; thence continuing along
Christensen Road South 44 East 173.59 feet; thence South, r
66 44' 35 "•;,East 229.44 feet; thence.- South 01 °.47' 28, West 4-�2 -r93
feet 86 2 1 2' 32 r. a,;6..°.C6-.0Ll feet be 4!he Westerly
b
Road.•�c�+ --•03 °�32- '�2'5u'�West 5� 9 -0 --feel �he-nce--South --24 2 2_ _35"
West --+6 .44�.feeti-i-- 34'- 25 "rryWes•t•= '18.9':- 39%-feet;
thence• South- rA7- D•33- &-2- 5&-Wes+t-- l-8.4:i-8 -fees., chence-Nortir 88
x:24 -3 r99 t,- thence -�No,
thence North 88° 12' 32" West' a4G-- 88Meet; thence North
01 East 21.00`-, to the TRUE POINT OF• BEGINNING. J 1 J►': f
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DATE: January 3. 1980
William A. Gore Company, 'Inc..
1715 North 34th Street
Seattle, Washin4ton 98103
ATTN: Mr. Tom Weir
REFERENCE: Your P.O. 5291
JOB: City of Tukwila
PROJECT: Mezzanine -Paks cd
XXXX ENCLOSED ARE 2 SETS OF PLANS.
XXXX ENCLOSED ARE 2 SETS OF CALCULATIONS.
PLEASE RETURN THE APPROVAL DRAWINGS SO WE MAY PROCEED
WITH FABRICATION.
..WE WILL NOT RELEASE THIS JOB FOR FABRICATION UNTIL WE
ARE NOTIFIED-THAT YOU HAVE RECEIVED A BUILDING PERMIT.
PLEASE FURNISH US WITH THE COMPLETE SHIPPING ADDRESS.
XXXX THE ENCLOSED DRAWINGS ARE FOR YOUR USE.
XXXX THIS JOB IS SCHEDULED FOR SHIPMENT THE WEEK OF 1 -7 -80
SINCERELY,
INDUSTRIAL STRUCTURES, INC.
tM PLANS
]J CALCULATIONS
CUSTOMER: G i ty of Tukw i 1 a
600 Minkler Blvd.
Tukwila, Washington 98188
SITE: same as above
i
INDEXTO PLANS: DRAWING NOS. TITLE:
WAG-] Deck Framina s EleygLtjons t
Anchor Rolt Lav=
neck i n4 Layou
WAG -2 HR -MZ cd Handra Lavout
SP L- 1 Sta i r -Palc Stair-Landing
ED -D12 Erection Details
Notice Mezzanine -Pak Installations
WAG -3 Desian Ca lculations
Co pute In out Data
Computer Span Table
_MZ cd Assembly Instructions
McZ,an i ne -Paks cd brochure
Industrial Steel Decking
NOTE: Fabricated by Loa Angeles City Approved Fabricator No. 778
DEALER: William A. Gore Company, Inc.
1715 North 34th Street
Seattle, Washington 98103
mezzanine parks specifications
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FILE NO. 5.027
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K FLOOR SPACE i
E01LIOTATH
Simply send us a sketch
of your requirements
j
check these
COMPUTER DESIGNED TO PROVIDE WIDE SPANS.
UNIFORM LOADINGS FROM 50 TO 500 P.S.F.
HEAVIER LOADINGS OUOTED ON REQUEST.
SPANS UP TO 30 FEET AT LIGHTER LOADS.
H
MAXIMUM HEIGHT DICTATED BY LOAD AND SPANS.
t
x
0
PRE- ENGINEERED INCLUDING SEISMIC
(EARTHOUAKE) FOR ALL LOCAL ZONES.
DESIGNED AND FABRICATED TO A.I.S.I. AND A.I.S.C.
STANDARDS AND THE UNIFORM BUILDING CODE
FOR RATED LOADINGS.
FREE STANDING EASILY EXPANDED.
GALVANIZED STEEL FRAME AND DECKING.
SOLD NATIONWIDE
A
E01LIOTATH
Simply send us a sketch
of your requirements
D
*"Non-skid surgace grips in all
directions and self- sharpens with
wear.
D -"No drop through" surface deters
Levi++ -�-�cJ ,r,✓� failing dirt and objects.
Last Piece interlocking flanges.
two male *Pre- galvanized G -90 steel material
flanges. (1.25 oz.) resists corrosion.
Depending on Loadings:
Depth shall be 3" 1 -o Interlocking flanges permit anchor
Ing with J bolts or tack welding.
Gauges shall be 14, 16 or 18 ga. 0•
i.>rissis
i i i i i i i •Alternate Decking:
i i .i i i i i In the event that decking or grating
other than above Is required we will
3116" dia. hole embossed substitute providing the alternate
1116" high with holes 1 -118" deck material offers equivalent
x 1 o.c. each way. strength and qualities.
iu+ N Tl1f�A!` ��IIIEt11�ES�Ol1LHA 'NIZEQ. tzi�'x
All Structural Members Are Assembled With Bolted Connections.
Circular 'o• 7Jfr Bolt holes
8 bolt A: not shown
pattern
each face
of column
is
End End
Column Column
Ell E2 I
END ELEVATION
Decking
End
Column
S1
Interior
Column
S2 -I S3 I S4
—Strut
x
End
Column I
SIDE ELEVATION
8implybend Us a sketch or.descriptlon
r o includiri the +.followin
1. Width (Span) E1, E2, E3, Etc.
2. Length (Bay Spacing) S1, S2, S3, Etc. 9" Increments
3. Height:.. ..overall or.. .clear.
(one or the other whichever dictates)
4. Loading p.s.f. uniformly distributed.
5. Foundation: Existing slab.......... inches.
Type of reinforcement.
Allowable soil pressure p.s.f.
6. Purpose for which mezzanine will be used.
7. Location of stairs, landings and handralls.
8. Locate obstructions such as: pilasters, doors, machinery, etc.
Conform to O.S.H.A, and U.B.C.
Galvanized
Steel
5� °Qe
D
rn
d
10
cv x 4..
crn
caa
`C 10" x 2
I Base
Stringer
Tread -Pak
+L 3::
4" 4' -0„ L4.,
N
HEIGHT BASE f NO. OF
MIN. MIN. SLOPE TREADS
MAX. MAX.
3'-10" I 5'-0" I 6'-3" I 6
4' -5" 5' -4"
4' -5'/2" I 5' -10" 17 -31/2 I 7
5 1 -0 1 6 2
5' -0' /2 I 6'-8" 8'-4" I 8
5 71/x 7 -0 1/4
5'-8" I 7'-6"
6' -3" 7'-10
6 8'-4" 10' -5" 10
6- 10 8' -8th"
6' -11" I 9' -2" I 11'-5 I 11
7'-6" 9' -6
7' -6'/2" I 10'-0" I 12' -6" I 12
8' -1'/ 10'-4y
8' -2" 1 10'-10" 113' -6 I 13
B' -9" 11' -2�1'•
9. _4 12. _8.. I 14 -7 I 14
10'-0" 1 1 1 2 2_ -8 115'-7 I 15
10' -0 /2" I 13'•4" 16'-8" I 16
10' -7' /2" 13' -9
10' -8" I 14'•2' 117' -8 /2 17
11' -3" 14' -7
1 12 1 1 155 I 18' -9" I 18
'LANDINGS' `a;a *t�;
Galvanized
Steel
0
S•DI Y 1h
HANDRAIL. SYSTEM
Toeboards
Standpipe brackets
Slip -on pipe fittings
Form MZ- CD04107
's.t
High
High
End
Columns
Interior
Columns
Interior Beams
With Shop Welded
Joist Brackets
Struts Strength
End Beams Bolts-
or Except Joist
Joists Connections
XPA%l r a tir i
Strut
Decking
Decking may
/-cantilever up
to one -half of
'--Beam
Interior
distance between
Strut Joists.
Column
End End
Column Column
Ell E2 I
END ELEVATION
Decking
End
Column
S1
Interior
Column
S2 -I S3 I S4
—Strut
x
End
Column I
SIDE ELEVATION
8implybend Us a sketch or.descriptlon
r o includiri the +.followin
1. Width (Span) E1, E2, E3, Etc.
2. Length (Bay Spacing) S1, S2, S3, Etc. 9" Increments
3. Height:.. ..overall or.. .clear.
(one or the other whichever dictates)
4. Loading p.s.f. uniformly distributed.
5. Foundation: Existing slab.......... inches.
Type of reinforcement.
Allowable soil pressure p.s.f.
6. Purpose for which mezzanine will be used.
7. Location of stairs, landings and handralls.
8. Locate obstructions such as: pilasters, doors, machinery, etc.
Conform to O.S.H.A, and U.B.C.
Galvanized
Steel
5� °Qe
D
rn
d
10
cv x 4..
crn
caa
`C 10" x 2
I Base
Stringer
Tread -Pak
+L 3::
4" 4' -0„ L4.,
N
HEIGHT BASE f NO. OF
MIN. MIN. SLOPE TREADS
MAX. MAX.
3'-10" I 5'-0" I 6'-3" I 6
4' -5" 5' -4"
4' -5'/2" I 5' -10" 17 -31/2 I 7
5 1 -0 1 6 2
5' -0' /2 I 6'-8" 8'-4" I 8
5 71/x 7 -0 1/4
5'-8" I 7'-6"
6' -3" 7'-10
6 8'-4" 10' -5" 10
6- 10 8' -8th"
6' -11" I 9' -2" I 11'-5 I 11
7'-6" 9' -6
7' -6'/2" I 10'-0" I 12' -6" I 12
8' -1'/ 10'-4y
8' -2" 1 10'-10" 113' -6 I 13
B' -9" 11' -2�1'•
9. _4 12. _8.. I 14 -7 I 14
10'-0" 1 1 1 2 2_ -8 115'-7 I 15
10' -0 /2" I 13'•4" 16'-8" I 16
10' -7' /2" 13' -9
10' -8" I 14'•2' 117' -8 /2 17
11' -3" 14' -7
1 12 1 1 155 I 18' -9" I 18
'LANDINGS' `a;a *t�;
Galvanized
Steel
0
S•DI Y 1h
HANDRAIL. SYSTEM
Toeboards
Standpipe brackets
Slip -on pipe fittings
Form MZ- CD04107
's.t
industrial stee decking
CUSTOM SHOP CUT LENGTHS FROM T -6" MIN. TO 15' -0" MAX.
WHICH GREATLY REDUCES FIELD LABOR COSTS AND MATERIAL
WASTE.
"NON- SKID" SURFACE GRIPS IN ALL DIRECTIONS AND SELF
SHARPENS WITH WEAR.
"NO DROP THROUGH" SURFACE HELPS PREVENT DEBRIS AND
TOOLS FROM FALLING ON WORKERS BELOW.
PRE GALVANIZED STEEL MATERIAL G -90 (1.25 OZ) RESISTS
CORROSION.
INTERLOCKING FLANGES•PERMIT ANCHORING WITH "J" BOLTS OR
TACK WELDING.
SOLD NATIONWIDE
1
W 1 l
D
Last piece
or
Optional shape
(Two male flanges)
3118" die. hole embossed
1118" high with holes 1 -118" x
1 1 ox, each way
Interlocking flanges
Simply send us a sketch
of your requirements
formerly the froncis -deeds co.
1r111111111111
WT ALLOWABLE UNIFORM LOAD (LOS PER SO.FT.)
W X DX GA. LBS. PER lx SX CONDITION SPANS
LIN. FT. in in3 X-O"1 r -0 "15' -0" e.VJI %0" 6 7 1 9'- 0 "J10' -0°1r -0' 12 -0'i
M wL 631 533 369 272 P.33 161 1 133 1 110 1 92
DEFLECTION (IN.) .06 .13 19 .25 .12 .52 1 .63 1 .74
4'89 1.47 0.75
831 533 369 272 151 126 97 71
DEFLECTION (IN.) I .Do .13 .19 .25 .12 ,50 .55 .60
6 M wL 1 633 105 281 1 207 159 1 125 1 101 I 61 70
3.75 1.13 0.57 DEFLECTION (IN.) 1 .08 t .1 .18 .25 1 33 .12 .51 5 62 .71
9 x 3 x 18 GA. A L1240 633 1 105 261 207 159 125 99 71 57
DEFLECTION (IN.) .08 .13 .16 .25 1 .33 .12 .50 1 .55 1 .60
M wL I 771 133 1 277 1 192 111 1 106 8S I 00 I 57
3.91 0.48 0 .39 DEFLECTION (IN.) 1 .07 1 .13 .21 1 .30 10 1 53 .671 .62 1 1.00
9 x 1 x 14 GA. A L1240 1 771 1 133 277 192 123 81 1 571 42 1
■I��� DEFLECTION (IN,) .07 .13 .21 .30 .35 .10 .u' .50
M wL 612 1 311 220 153 112 87 ee ss
3.13 0.38 0.31 DEFLECTION (IN.) 1 .07 1 .13 .21 .30 12 51 .67 .63
9 x 1 x 18GA. A L1210 1 612 1 341 220 153 97 1 66 .e
DEFLECTION JIN.) I .07 .13 .21 .30 1 .35 1 .10 IS R_
M wL218 1 4731 267 171 119 87 67 53 1 1
2.40 0.30 0.24 DEFLECTION (IN.) 1 .07 1 .13 1 .20 29 .10 1 .52 .66 1 1
9 x 1 3 /4 x 18 GA. A L1240 1 4731 287 171 1 119 7e 1 51 1 1
DEFLECTION (IN.) 1 .07 1 .13 .20 .29 .35 1 .10 1 1
'LOADSTORIGHT OF HEAVY LINE ARE LIMITEDBY DEFLECTION
•LOADS BASED ON SIMPLE SPAN.
•BASED ON 33,000 P.S.I. YIELD STRENGTH
-BASED ON 20,000 P.S.I. DESIGN STRENGTH
NO. OF
PIEC S LENGTH
DECKING
2 i V.6"
3 1 2'-3"
1 3'.0"
5 1 3 q
6 1 1 6
7 1 5 3
p 1 6 '_p..
10 I 7' -0"
11 1 8'4"
12 I 9' -0"
13
11
15 1 11'x'1
16 1 12' -0"
17 1 12'4"
16 13' -0"
19 i 11'4"
20 15'-0"
21 1 15' -9"
22 1 16.-0.'
23 1 17'4"
21
25
26 1 19' -0"
27,, 120' -3"
.26 21'
TWO OPTIONAL METHODS OF SECURING
DECKING TO THE SUPPORTING FRAME.
1. USING "J" BOLTS. 2. BY TACK WELDING.
�j j�,.� 8 B
I L�I�
I f1 A l A support member
Standing on the deck surface pre -drill' a hole for the
"J" bolt adjacent to the flanges, Insert the "J" bolt Standing on the deck surface tack weld at "A Set the
Into the hole and set the next piece of Deck -Pak or next piece of Deck -Pak or Plank -Pak and tack weld at
Plank -Pak. From below set J bolt Into the flanges
and tighten the nut.
I
J M