HomeMy WebLinkAboutApplication- PermitJob Address –•
Nature of Work
Use of Building
Owner —....
Contractor
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
0112 Re Road Glenwood S
Wing P'arta t
Amount of Permit: $
White-Treas.
Canary -Office
Plnk - Applicant
Gold -Duplicate
;646.6.11:10D
?:tarruell Cr.:r.
Rapid ' 1pair
178.20
: 'eamit_
Date-ITovenber 12, 1991
Bennet I:
N2 0437S
Clerk
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
please print or type
TO BE FILLED OUT BY APPLICANT
Cd
ADDRESS
SUBDIVISION
FILING.#
TAX 'SCHEDULE #
LEGAL (SEC/TWN/RNG)
LOT
NAM, /... _ ,
MAILING ADDRESS ■'r�-
CITY
..3111►,.
BLOCK #
C
NOTE: Show easements, property line dimensions,
all other structures, specify north, and street
name. For odd shaped lots, or if space is
too small, provide separate plot plan.
#} QF BUILDINGS NOW ON PARCEL /
USE OF UI DI OW ON PARCEL
NAME
ADDRESS
o NAME
E ADDRESS
CITY
g PIIONEf.
E
CITY
LR
SE #
CLASS OF WORK
NEW _ ALTERATION
DEMOLISH _ REPAIR
MOBILE HQ! (make/model)
S.F. OF BUILDING
ADDITION
MOVE
S.F. OF LOT
# OF FLOORS HEIGHT
# OF FAMILY UNITS
INTENDED USE OF BUILDING
# OF BEDROO S
GARAGE: SINGLE DBL CARPORT SINGLE DEL
FIREPLACE
DOCUMENTS ATTACIHED
WATER SUPPLY . . AV ? t
DRIVEWAY PERMIT A/A.
SITE PLAN
BUILDING PLANS
SANITARY SEWER CLEARANCE — OC , S —
ON SITE SEWAGE DISPOSAL PERMIT AA
OTHER DOCUMENTS (specify)
lD .30/9/— nze/ Kia ck
Nit/4.s F e+ w 1 s'
1
X4ct gt [amuz a
Acirti 4 fLa tam,
t k we/ h° eei 4 `-:/ L1ffp .
lt'V4t.fr 1 ► F"1 5 , 1~ �jv Y'- ,
� 210,4-4. L, at L ret vi.
FRONT PROPERTY LINE
STREET NAME/ROAD NUMBER
CHECK IF CORNER LOT
DESCRIPTION OP WORK/PLANNED
I hereby acknowledge that I have read this
application and the above is correct and I
agree to comply with all county ordinances
and state laws regulating building construction
VALUATION
PERMIT FEE $'/C4,00 PLAN CHECK FEE $ 70,2 .10
TOTAL FEE $/78,2--0 SCHOOL IMPACT FEE $ . 00
DATE PERMITISSUED
FOR OFFICE
75'W...7
ZONING DISTRICT
TYPE OF OCCUPANCY -
TYPE OF CONSTRUCTION
S.F. OF BUILDING (OO �. S.F. OF LOT
MAX. HEIGHT -/ Xe ROAD CLASS.
SETBACKS FROM PROPERTY LINE; FRONT
REAR RIGHT LEFT
OFF STREET PARKING SPACES REQUIRED
GNATUR
USE ONLY --
FLOOD HAZARD
CERTIFIED BLDG ELEVATION
SPECIAL CONDITIONS
PROBLEMS WITH PERMIT
ADDITIONAL INFORMATION NEEDED
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER .
APPROVED:
ILDING
DE
E
T
DAT
PLANNING DEPA
MENT
DATE
}
January
1991
Mr. Rick Bergsnev
Rapid Pepair
0284 Auburn Ridge Lane
Glenwood Springs, CO 81601
RE: West Glen Body Shop Addition
HCE Job No. 90079. 001
Dear Mr. Bergsnev:
You asked us to size the basic steel members for the proposed
addition to the body shop building. The existing building is
evidently a premanufactured metal building. We understand that
the basic structure type will be repeated. We also understand
that you wish' to use products from the Metal Sales Manufacturing
Corporation, which has a distribution center in Denver.
Therefore, where possible, their products are used.
The roofing can be Metal Sales Span -Line 36 with_a minimum gage of
29. The roof joists are to be placed at-fhrLLee feet on center, and
car- be Metar14 ales 8212 members., for a 20 ^i•oo€"span. Th'e. center
girder, supporting tie roof joists should be............. _
. �.W� � a W�,,m0,x26 (A36 steel)
or equivalent. The edge, or side, girders should be "W 10x17, or
equivalent.. All new columns cin be 3" pipe col.umns, or W 6x20, or
5/8" thick. It appears that thvexisting cei by nwhich
c'h
8C14 (from Metal Sales)with base lates 8a.
"center column, whis
probably a W 12x36, could handle the additional load of the center
girder for the addition. Therefore, an additional column should
not be necessary there.
The foundation can be a "dropd edge" slab., as you mentioned.
The dropped edge should meet the county's minimum for frost Z;!)
depth:, We suggest that the dropped portion kbp,..widened below
columns to form a pad of at least 16"x16". The edge should
include reinforcing of two'15 bars top and bottom, with corner
pieces.
If you .have any questions,
give me a. call. ...
Sincerely,
or need additional information please
HIGH COUNTRY ENGINEERING, INC.
Ti
Pr
othy F. Beck, P.E.
ncipal Engineer
TPB: rjm
923 Cooper Avenue • Glenwood Springs, CO 81601
Telephone: 303-945-8676 * 303.920-3669 - FAX: 303-945-2555
metal sales
manufacturing corporation
-1111,4011100.1111p,
I I
ROOF and WALL SYSTEMS
07610/MET
Buyline 1656
STANDING SEAM
BATTEN SYSTEM Y ROOF and WALL PANELS
•-•'.: •.. N.,. . •
:...... -!.-.1.0 . :,....:.. „ ',4,,i,j, .: ,7...... . , .. , .
.....
;?.:•4,..;' .• ; .,. "'E.,•':.:,..., .../..!... ..i'•46......,7;' .,-;!71"-%.1c.',. • • ,:••••••••",r'..
• '•,:-'17'`1-4,..::: :' '' .....', -'....:.'7'.':'. '..-4/L.:''',':.;
Cemetork, New Vbrk
• Comte* Nev Vbrk
Cincinnati, Ohio
'eta1sales ROOF and WALL SYSTEMS
manufacturing corpotatlon
MR/MANUFACTURER
Since 1963, Metal Sales Manufac-
turing Corporation has been supplying
metal building components to the
agricultural, commercial/industrial, and
residential construction industries. Today
with 9 manufacturing locations, 14
standard roofing and siding profiles, a
wide variety of colors and gauges, and
secondary framing members, Metal
Sales is ready to service your metal
building component requirements.
DELIVERY
To eliminate job hold-ups and po-
tential damage to your material by
untrained personnel, Metal Sales Mfg.
Corp. owns and operates a fleet oI com-
pany trucks driven by skilled pro-
fessionals who handle your order from
the limn it's loaded, to the time it's
delivered.
PPIPRODUCT PRESENTATION
MATERIALS AND FINISH
Base Metal: Structural Quality Steel
0 Hot Dipped Galvanized Coating - ASTM
A-446 for prepainted material, ASTM
A-772 for bare gaivalume
BURNT UMBER
WHITE
Pretreatment; Preparation applied to the
galvanized surface to add corrosion
resistance and increased paint
adhesion.
Primer: Epoxy primer of 0.20 mil (.00020
inches) dry film thickness
Finish Coat: Slliconizgd polyester of 0.8
mils ±.1 (.0006 inches) dry film
thickness, Kynar 500 and other finish
coats are available by special order.
uLTRAmArtiNE
';d41�r7 SS-0M��,�YK
GOLDENROD
Page 2
SANDSTONE
TERRA COTTA
TURF GREEN
Due to printing limitations, these colors are epprOxirnate
representations. The paint is warranted fora period of 20 years
for sidewall usage. Contact your nearest Metal Safes
Manufacturing office for the complete conditions Of the
warranty, and true color samples of the paint system.
NINE CONVENIENT MANUFACTURING AND
SALES LOCATIONS
l Jacksonville, Florida
® Nashville, Tennessee
t Louisville, Kentucky
• Jefferson, Ohio
Q Kansas City, Kansas
• Brooklyn Park, Minnesota
t7"i Denver, Colorado
• Spokane, Washington
• Kent, Washington
STANDING SEAM
w
211:: 4,,.
Jilt \'%. ,,
21A!St" .11V24—
-181/2'
15½'--
---24'
Seam -Loc 24
.23/6"•
07610/MET
BUyiirie 1656
• .•
Page 4
Seam -Loc 24 is the ultimate in roof systems, utilizing concealed 2
piece expansion clips that are seamed to the panel A rib height of
over 2 1/2" provides maximum weather protection,
BATTEN SYSTEM
2ve
Painted side up
eNs s 45* 4100"""nlii.
36.
41/4" 314' 41/4"
SI_ II Page 9
SL 11 batten system Is a simple, easy to install, concealed
fastener architectural roof and wall system.
Other Roof and Wall Panels Page 10
Metal Sales Manufacturing Corporation forms a variety of roof
and sidewall panels to fit aII your Commercial/Industrial needs.
T1/2' Painted
Radin5
14.1 1VP ,5.••
1.—J 45°
2.06 1.34 i/16"
_ 36"
Span -Line 38
3/1611 30.,12.20
114'1..
.23
Span-Llne 36A
11/8' „
1 •,,E."
/45'
- . 36" Coverage
Painted side up
'Oho"
1/8- Radius
TYP-
3.13" 2.74"313"
3,4"A --"
3/!‘"R.
/b YP, 20*
PrO-Par10111 50' Typ. Typ,
qv
V -Line 32
32"
, . .
Page 3
Seam -Loc 4
STANDING SEAM ROOF SYSTEM
OP/OVERALL PRODUCT, IN PLACE
Ve' }1 j 157 "
} 181/2"
24"
IS'14"
4 111S"
$ SEAM -LOC 24 PHYSICAL PROPERTIES ;
' ' TOP 1NCOMPREBSION. BOTTOM INCOMFnESSIUt1,
61A0BE THICKNESS WEIGHT YIELD :: IOSITIVE BENDING) "; (NEGATIVE BENDING)
y En , } PSF STAENGTH
a y lel .I, S, I Fa r I, G,' F1
t'' " In�11t ' Iifi11 :ks1 :in{11t 'refit 1�1
-
26 0-0190 0,92 50 0.1451% 0,0687 30.0 0.1451. 0.2606
24 002 $ i 14 54
0.030
1.46
U 1795 4 0848 40.0
112291 0.1002' 30.0
0.2291
0.4269
7.7
01795.
0.3364
7.9
•
78:
LLOWABLE %UNIFORM LOADS FOR 3 OR MORE SPANS IN PSF: '„:
IJV LDA[I 14EFt ECTIDN) ? : WIND L AEI
3 A' b'' 7' g', 3". 51 6,:, .'7.
184
227
286
tai
177
161
66
46
82 ail'
103
71
DEFLECTION LOADS NEE BASED ON A DErLEGnoN RATIO OF 11189
Pape 4
34
4?
53
26
40
245
302
381
138
.170,
214
ss
109
137
61
.75
95
45 34
56'
70
2
54
The Seam -Loc 24 standing seam roof system offers
the ultimate in weather protection. A 2 -piece expansion
clip secures the panels to the roof purlins and eliminates
virtually all exposed fasteners. Clips are available in a
variety of sizes to accommodate various types and thick-
nesses of Insulation. The panels are then Joined with the
use of a mechanical seamer, assuring maximum
weather protection.
With a coverage width o124" and in lengths up to 45
feel, Seam -Loc 24 is easy to install. Available with either
a pre -painted or gaivalume finish, SL -24 offers a 20 year
limited warranty and Is virtually maintenance free. A sys-
tem easily adaptable for retro -fit or new construction, a
UL90 rating and complete accessory and trim package,
make Seam -Loc 24 the right choice for your standing
seam roof requirements.
Weathertightness is assured in the SL -24 standing
seam roof system with the use of the seaming tool. The
seamer provides a double tock seam in the field at a rate
of 30 feet per minute. Panels are provided with factory
applied mastic to assure a weathertight design,
+4- . 44 X " SELF RIDGE DETAIL
DRUM SCREW -• RIDGE CAP
tiF2-td. XI ti SELE-
DRILIJNG SCREW
The eave end of the panel Is fastened directly through the
panel to the puffin acting as the fixed point of the roof
system. All other fastening is through concealed 2
piece clips designed to allow expansion
and contraction of roof due to
temperature changes.
The ridge system is
designed as an
expansion joint to
eliminate the stresses In
the system due to the
thermal movement, The
gable trim and other flashing
details are also designed to
accommodate thermal movement.
metal sales
man ittaclbling corporation
1 I !'S
07610/MET
Buyline 1656
T.
The seaming machine is designed to close the seam at a maxi-
mum rate of 30 feet per minute. Depending on the length of
seams, the machine completes up to 1,500 feet per hour. The
machine requires a 12 amp, 115 volt single phase service with a
cord of adequate size (#10 AWG or larger) es determined by the
length of cord to service- The machine is designed exclusively for
Seam -Loc 24 and is not Intended for use on any other panel. The
machine is designed to close the seam from eave to ridge when
the panels are laid from left to right.
Page 5
Seam -Loc 24
'WITH STANDING SEAMS
OP/OVERALL PRODUCT, IN PLACE
TYPICAL DETAILS
GUTTER DETAIL
•,#12-14XIle SELF
CLOSURE GUTFEI+, SUPPORT ORILLlNG SCREW
MASTIC —r
'!d" ;14 X+l," SELF
DRILLING SCREW
.GUTTER
AV-14XIY." SELF
DRILUNG SCREW
METAL CLOSURE
RAKE TRIM
y." • 14 X al." SELF
DRILLING SCREW
RETAINER
Pipe 6
GABLE DETAIL
Ye X14 X H." SELF
DRILLING SCREW
S!u" X 111" X 26'!4'
Etta LAP MASTIC :
E HAP PLATE : •
SL -36 SIUEWALL
SEAMtOC 24 ENDING PANEL
• laPANSION CUP
• SEAM•LQC 24
STARTING PANEL
HIP DETAIL
y." • 14 X1." SELF
DRILLING SCREW
MASTIC
14" 14 X''f 4" SELF
DRILLING SCREW
HIP CAP .
METAL CLOSURE
CLOSURE
SIDEWALL DETAIL
1
FEED FIEND
SEAM -LOC 24 PANEL'
•
r 6'
r
VALLEY DETAIL
SEAM -LOC 24 PANEL
MASTIC
CLOSURE
VALLEY FLASHNG
PEAK FLASHING DETAIL v."-14xla" SELF
END DAM DRILLING SCREW
ENDLAP PLATE
MASTIC
PEAK FLASHING
•
i r'h,
Y
ENDWALL FLASHING
-14 X 1.11." SELF
DRILLING SCREW
MASTIC
EM t)AM
1112.14X1Yi'SELF
DRILLING SCREW
le • 14 X le SELF
DRILLING SCREW
RETAINER
ENDWALL DETAIL
SEAM LOC 24 PANEL
1
ENDLAP PLATE
• MASTIC
•
012-14XIYle SELF
DRILLING SCREW •
metal sales
manufacturing corporation
TSITECHNICAL SUPPORT
GUIDE SPECIFICATIONS
1. General
The roof system shall be the Seam -
Loc 24 standing seam roof system
as manufactured by Metal Sales
Manufacturing Corporation. instal-
lation shall be in accordance with
manufacturer's suggested instruc-
tions.
11. Products
2.1 Roof Panels
2-1.1 Panel configuration of
Seam -Loc 24 shall have
21T/ie" high ribs with a
W/." double seam 24" on
center, 1Yro flat areas
11" wide shall be
spaced 23" In from the
edge of the panel. The
center of the panel shall
be 151" wide, raised
1/n" up from the flat
areas, and shall have
transverse stlflening
members of .03" deep
spaced 2" on center.
2.1.2 Material shall be 22, 24
or 26 gauge zinc alumi-
num coating conform -
Ing to ASTM specifica-
tion A-792.
bei
Hot dipped galvanized
coating conforming to
ASTM specification
A-446 with a siticonized
polyester coating- Both
materials are available
with a 20 year limited
warranty. For other paint
systems or coatings,
contact Metal Sales,
2.1.3 Panels shall be maxi-
mum possible lenglh to
minimize endtaps.
2.1-4 Final roof seam to be
field formed with an elec-
tric
lecttric mechanical seaming
device.
2.2 Fasteners
2.2.1 Panels shall be secured
to the purlin by use of
concealed expansion
type clips which lap the
edge of the panel and
are rolled into the seam.
Two fasteners per clip
07610/MET
Buyllne 1651656
are required. Clip an(
fastener size vary will
type insulation required
consult Metal Sales lo.
recommendations.
2.2.2 Roof system shall be ah
chored at the eave silo
or eave purlin. All oche
connection.: shall be d€
signed to allow pane
movement due to expan
slon/conlractlon of roo
system.
2.3 Endfaps
2-3-1 Endtap splices shall bi
located 9" above puriii
location. An 18 gauge
endlep plate shall b'
used. Panels shall b,
notched and lapped 6
prior to seaming.
2.3.2 Splice fasteners shall nr
penetrate the unde
structure to allow fc
movement due to expar
sion and contraction
roof system.
2.4 Ridge Flashing
Ridge flashing shall be accon
plished with the use of met
zee closures and hat ridg
flashing of expansion }Dint dr.
sign. System to be provide
with necessary sealant an
fasteners to assure weathe
tight design.
2.5 Miscellaneous Accessories
All other flashing and/or kir
items shall be furnished whe
ever necessary to proved
weathertightness and a fn
(shed appearance. Details pi
manulacturers recommsndc
suggestions to allow for the
mal movement.
111. Installation
Installation to be per manufacturer
recommended suggestions. Pan(
to -panel connections to be made
the field with electrical seaming d'
vice.
Page
SL 11 Batten System
WITH CONCEALED FASTENERS
OP/OVERALL PRODUCT, IN PLACE
21/4" •
41/4" 31/2" 4114"'
Bila" f H Painted side up I1.4
1f4" 1111"—
• 12" '111
- ... 36"
GAUGE
SPAR -LINE 36 PHYSICAL PROPERTIES
"THICKNESS
In:•
29
0,0150
WEIGHT
PsF;
0.72
YIELD
STRENGTH
. • TOP IN COMPRESSION . SOTTOM I11 COMPRESSION
{COStit4E PEIPING) 1NEGATIl1E REMAND
I.
Iti'ltt
80
0.0252
0.0268 30,0
ly
than
0.0217
0.0468
20.7
. 26 0,0198 ' .0.90
'24 0,0257 _ 1.17
'22 0,0319 t45
80
80
0.0334
0.0449
0.0573
0.0360
0,0501
0.0620
36.0
36.0
36.0 :
0.03012 0.0393
0.0398 0,0515
0.0529 0.0643
Notes
CO Leads in tablas based an continuous beam over I uee equal spam, To obtain ellombte loads lot a two -span
beam multiply loads In labia by 0.B0
2 Wind lands are based on unit stress ane -third greater than for Ilya Ioads,
(3 Deflection Ioads based on [oiling deflection of span, L, divided by 1Bo.
4 Weight of panel must be deducted from valuer' shown or roof loading to obtain net allowable load.
• $} Metal thickness based on minimum A$TM speclficatione for allowable load caleulallons,
Inquire on availabIlI fy,
Page 8
The SL II Batten System is Metal Sales Manufactur-
ing Corporation's concealed fastener system. This sys-
tem Is used over solid decking or open purlins utilizing
Span -Line 36 panels which are available either 26 or 24
gauge prepainted G-90 galvanized steel.
SL 1! is installed quickly and easily in a two step proc-
ess. First, the Span -Line panels and anchor clips ars
fastened to the purlln simultaneously by fastening
through the major stiffening ribs_ Then the Battens are
simply snapped into place over the anchor clips. The
two step process enables construction foot traffic 10
pass without possible damage to the Battens.
The SL II Batten System is available with a slliconized
polyester coating in a variety of attractive colors, and Is
Covered by a 20 year limited warranty.
Sumner; V14ishingtort
. ALLOWABLE
LIVE
LOAD
)STRESS).'
UNIFORM
,.
LOADS FOR 3 OR MORE
LIVE LOAD (DEFLECTION)
SPANS IN
, WINO
PSF <'
LOAD „
GA
3'
4,
ti'
8'.T!,
8'
3'
4'
6, •
8.
71;
4'
S'.
4..
O'
B'
7'.
$,
29
84
47
30
21
15
12
84
47
30
21
13
9
112
83
40
28
20
16
26
130
73
46
32
23
15
130
• 73
44
26
15
11
173
91
61
43
31
20
•24
171
95
61
42
---
30
19
171
.---
95
59
34
22
14
228
127
81
56
40
26
,
r . -
'22
213
119
76
52
38
25
213
110
76
44
26
18
284
159
102
69
6i:
33
Notes
CO Leads in tablas based an continuous beam over I uee equal spam, To obtain ellombte loads lot a two -span
beam multiply loads In labia by 0.B0
2 Wind lands are based on unit stress ane -third greater than for Ilya Ioads,
(3 Deflection Ioads based on [oiling deflection of span, L, divided by 1Bo.
4 Weight of panel must be deducted from valuer' shown or roof loading to obtain net allowable load.
• $} Metal thickness based on minimum A$TM speclficatione for allowable load caleulallons,
Inquire on availabIlI fy,
Page 8
The SL II Batten System is Metal Sales Manufactur-
ing Corporation's concealed fastener system. This sys-
tem Is used over solid decking or open purlins utilizing
Span -Line 36 panels which are available either 26 or 24
gauge prepainted G-90 galvanized steel.
SL 1! is installed quickly and easily in a two step proc-
ess. First, the Span -Line panels and anchor clips ars
fastened to the purlln simultaneously by fastening
through the major stiffening ribs_ Then the Battens are
simply snapped into place over the anchor clips. The
two step process enables construction foot traffic 10
pass without possible damage to the Battens.
The SL II Batten System is available with a slliconized
polyester coating in a variety of attractive colors, and Is
Covered by a 20 year limited warranty.
Sumner; V14ishingtort
4.
STRIP MASTIC
POP RIVE r
ArDGC FLASH
BATTEN
CLOSURE
STRIP
MASTIC FOR ROOF
APPLICAI ION ONLY.
BRING FLASH UNDER
CLIP AND BATTEN
ENDWALL FLASH
NAKEFLASH
BUT T TQGE,TI IER OvEFT
LAI' STRIPS AND PLACE
ANCHOR CLIP AT LAP
POINT
rA TENER A!IAC.HrS
T61ROU0H PNFCAp
BOTTOM LIP
BATTEN END
CAP 1C) CLOSE
OFF TRAPEZOID
TS/TECHNICAL SUPPORT
GUIDE SPECIFICATIONS
1. General
The roof/wall system shall be the
SL II Batten System with con-
cealed fasteners as manufactured
by Meta! Sales Manufacturing Cor-
poration. Installation shall be in ac-
cordance
scordance with manufacturer's sug-
gested instructions.
11. Products
2.1 Root/Wall Panels
2.1,1 Floof/Wa1I Panels
Panel configuration for
SL 11 Batten System
shall be Span -Line 36
with 111e" high major
ribs 12" on center. Panel
coverage shall be 36".
2.1.2 Material shall be 26
gauge zinc aluminum
coating conforming to
ASTM specification
A-792.
011
i -lot dipped galvanized
coating conforming to
ASTM specification
A-448 with a siliconized
polyester coaling, Both
materials are available
with a 20 year limited
warranty. For other
paint systems, coat-
ings. or gauges, con-
tact Metal Sales,
2,2 Fasteners and SL -Ii Cips
Fasteners and clips are
spaced 4'-0" on center on
metal sales
ru rwiiCturirlg corporation
IIS
07610/M ET
Buyline 1556
every major Span -Line 36 rib.
For wood applications nor-
mally #10x21/a" are required.
For steel purlln #14x2" TEKS
are required. SL -II Batten clips
are 18 gauge, 1114" high x
3'14" wide, pre -punched for
fasteners.
2.3 Battens
Battens are to be manufac-
tured of 26 gauge material and
maximum lengths of 20 R. Ap-
plications requiring lengths
greater than 20 ft can be ac-
complished using a lap ship or
a notched batten overlap.
2.4 'Frim and Accessories
Miscellaneous trim items, ac-
cessories closures, etc. shall
be furnished wherever neces-
sary to provide weatherlight-
ness and a finished appear-
ance_
111- Installation
3,1 Span -Line 36 panels are in-
stalled independently of the
Battens utilizing Batten clips
and recommended fasteners.
Batten clips are installed on
maximum 4' - 0" center -to -cen-
ter at each major rib.
3.2 Battens are snapped into place
on clips. Battens to be pop riv-
eted al clips one place per
each length.
Page 9
Span -Line 36
The heavy duty Span -Line 36 panel brings optimum
strength and efficiency to roof and sidewall applications.
SL -36 features a standard purfln bearing leg on one aide
that supports the sidelap and sidelap stitching, Panels pro-
vide 36" coverage and have PA" " high major ribs 12" on cen-
ter.
..;.SPAN -LINE 36 PHYSICAL PROPERTIES , " is ;
c
01{UGE
l'.,''
4.l
" r ,
`TNICKNE$5
111;:::•.::•
'
WEIGHT
PSf
-
"`.YIELp .r,
9TREN6TH,
TOP III CIMPRES$ION,:;'
PASITIIIERENCPIG .,::
001108811 CIIMPRE$51411.
PIEG11TIVE11E1101N111. •
lF':
1d�m
`ItIm
k51
1ii+7N :
k.::;
iv*
,:..
Itpl
29
00150
_.,..
072
n�,•
80
0(252
9.0280
38.0
09217
0,046820-7
• 26
„ 00190•,::`
;x90
: 80 ,
0.0934
0,0360
36.6:'
,OA3o2
,0.0390
f 162
'24
0.0257
1.17
80
0.0449
0.0501
36.0
0,9098
0.15
13.0
,:t:':,.22.:':.
0.0318 : %,
145
' ' i 811 '.:':
11.0573 '
0.0620
..:36e.
0,0528
.4.be43
' 1117
l :: ALLOWABLE
UNIFORM LOADS
FOR 3 QR MORE
SPANS 181 PSF: ,
)
AA
f
''LIVE1040(5Tt1ESSi''''
9 °, LIVE LOAo{PFHtCT10141.
.. :WIND L0 D'
3;..:
4'
g;,,
.3•7,
,
1'
3 ,
4,;
5
.6'
r
EI
' 3'
4' :
5
5
:1'
6'
29
B4
47
30
21
15
12
84
47
90
21
13
9
112
63
40
28
20
16
26:
130
73.
4i
32
23
15.
1311
73
'44
26;
16
'11,
173
91;
61
43,
31
20
'24
171
95
61
42
30
19
171
95
59
34
22
14
226
127
81
56
40
26
22
219
119
76
52
38
;25
213
119
76'
44
28
1g
284
.159
102
69
51
33
Antgs
(1) Loads inlablosbased 0loontlmnugbeam over three qual frare:,Toobtain atowabeloo sfor 0twe.span
beam nwlllply loads In 1.11110 by 0,60
Wind bads are based on unit bass one-third realer 1051410 live loath'.inns!Oellecoon loads based 11 5niung deflection of span, I., divided by 180.
4 Wolghl of panel nxl be deducted horn aaines shown ra root wading to oidein net allowable load.
"(5) Mehl thickness basad on minimum ASTM specifications for allowable bad calculations.
- It4grirg on availability.
Spanitine 36,E
Span -Line 36 A panels add a couch of elegance to exterior
wails. Its ribbed panel finish is architecturally pleasing and
provides protection as well. Fasteners are located in the
shadow line providing a seml-concealed fastener. panels
provide 3t3" coverage,
0' :::"1!'` SPAN-LINE.36 A PHYSICAL PROPERTIES `1 ; `ir'x ' ` .'r'
GAUGE
i111C116E53
i IiA �` ,
WEIGHT
- a'
yiiii
':":4....:.:11 4N =
I,.
.1eM11
1 1
ksl
�Mm
ilwSl�i11
ti l
26
' 0.6196 , '
`x90 -
1.11
; : r#
80 .0.0357
Qa279
0.6954
0.0457
38.6' •
36.0
0.03(
0.0198
QU324
0.0451
.� 16.2
1311
14
0.0267
i '22:.,
9.0318 ';,
•
11,45 b'
.`:
'' , `80 r.
'
0.0442'.:
0..0563 ,
'.:.,38.4;;
0.0528,
0.0557,,
':10 7
ALLOWABLE UNIFORM LOADS
FOR 3
OR MORE SPANS IN PSF 1 ' r:?;'
9 uVE 1-440 (STRESS yr
. 11)9: LOAD IOEFLICTlpwl
k ' .' 1 WIND LOAD ` r P',..
4'
j'5r
'I'
7'
' 31611,;:
'107
150;,
,�3$
21
1$
„191'
8fl
Pr51r;
1.95.
•
25
26
147,
60
,38.,
,.26
';19.;
'24
149
83
53
36
26
149
83
47
27
17
199
111
71
48
35
"22
181
,;149
55
:45
33 "
;164
10:
„59
34';'
21:
245.
137
,87tr
60
' 44
ole
(1) Loads In tables based an cal Inuous bean, w7 Ilneo equal spans lo ob sin allowable I ads 10 a Iwo. alit
beam multiply loads Miable by 0,80
0111 Wtntl loadg aro h.�d nn Irn4 stress one-third 'treater than Ior Nue loads.
i 110pllection loads based on Iknldng deflection of span, L. ovided by 180,
4 Weight of panel must be deducted lion goIUes 1101n Ior roof loading to obtain net alowable load.
-- (5) Metal thickness cased d4lrinirgvn AVM specifications for allowable wad calculations.
- IllquIIeonavaiabiily,
Pro -Panel 11
Prn•P net 1! is a durable economic panel applicable to al-
most any light commercial, residential, or agricultural struc-
ture. Panels provide 36" coverage and have 3/4" high major
rlbs at 9" centers.
3.13" 2.74" 3.13"
°^LI 44"•Y9
I lI
3,. 50' Tyr,. 2q' Typ. �7'1611.
n
PANEL II PMVSICAL
PROPERTIES
GAUGE.
'trnicKNESS
in
Xn
WEIGHT
31,6E.STRENOTR
YIELD'
lest„
• TOP 11 CIn1PAESSICN :.
.{PnsinVESENDING).,'
IIITTOM IR COMPRESSION
' (SEDATIVE IENDIN6)';,
1,'.'
twirl
Sx;
Intl*ksl
wb'.
10
dill[
;
Injn
F�
iMi •
30
0.0160
0.66
,_•�+�._
0.0572
•�Fiwaa�a
36.0
0.0574
,n
36.4
0,0130
:0.6i
Oq ..
0.0062
0,0117
38.0
9.0058
9,0268
16,1'
29
0,0150
0.70
80
0.0073
0.0139
36.0
0.0370
0.0356
14.1
• 2$
0,0190
0,80
' 80: • •
00394
0,0184
:• 36.0.
0.4093 •
0.0559
11.5
• ''': ALLOWABLE UNIFORM LOADS FOR 3 OR MORE SPANS.IN PSF
:::;:ALLOWABLE UNIFORM
LIVE LEIAfT.(.TRESSI . ,.,
.,', LIVE L.A.1DEFTICTIElr11 •
.•'` WINDLDAD '
OA
16"
28-
24"
-
30"
36"
411
66"
fIi^
20"
24"
30"
aa"
•
4E"
I14
16"
29"
24^
30"
36"
4e"
60"
B'
29
190
109
.
50
37:.•28
180
'166
70
'47.
.a.,
_
238
143
x'.66
'40
'37
26
_-
30
100
121
04
54
37
21
13
189
121
84
54
37
17
9
252
161
112
72
50
20
10
29
225
141
'98
62
43
24:16
' 29
220
141
99
62
43
20
ID
293
187
13083
179
58
33
21
26
2B1
180
125
80
56
31
HI
28(
180
125
80
66
20
13
375
240
107
107
74
42
27
I1 Loads in ahlex bas d on cordlnunu beam ov r Three equal spans. To 4blain allowable loads lora two.spao
bean mulliply load In table by 0.00
(2 Wind roads are based or unit stress one..Urlyd 9rOaior than for Ave loads.
3 delloCUun IOads based 0n limiting denerlion of oppaan. L, dlalded Try 180
4 Wright 01 panel must he deduoled from values slrn\4n km mei loading to oblain net allowable lead,
'5 Melal1hieknesshy.ednnrnirdmumP.STMspP.rifer:alignsfurallowoblelnaticaklAalinn.
' novae 0n availability.
07610/MET
BuyHne1656
if -Line 32.
A deep ribbed siding or roofing with an attractive appear-
ance. Vilna 32 offers excellent economy in spanning lohger,.
distances and Is adaptable to almost any framing system.
Panels provide 32" coverage wlth,1 fie" high ribs located on
4gh " cernat'S,
32"
I s4Vie
-k
.• V -LINE 32 PHYSICAL
PROPERTIES : • . 1;; ;` ,
,, `
DA116E
THICNNESS
s',In.,.::,:::,':PE;
;.
WEtGNT
, : .'
, YIELD:
01E1(414
? 41 ',,
STOP 111 COMPRE3SIIN ;'
•1;t'0SIRIIR ininHIGI ,
IOflCh IN COMPIJS10A
':. tJIFHATIYE 1811/19/
I! :.
In711
k
In'Itt
+ F`)
.' Met,•
•:,1,
hi'lfl
x ' .7,�`.:
''.',..!'e,;':,.1
htrl11
. kill
29
0.0160
0.66
110 •
0.0572
0.0737
36.0
0.0574
0055
36.4
26. is
.-': 0,0196 '
1.1;','
' 84 ':
J
:0.1161 `
: 4.040
', 36.0
0067
, 0.090
36.0
'24
0.0257
1.4
60
0.492
0.124
36.0
5,402
0.124
36.0
•22 :;
'' 0.0319
:'1,6.
': 00 • i'`;•':
1 0.116:
8.167..i`360:
A.110
f 5,167
38.43
:::;:ALLOWABLE UNIFORM
LOADS
FON 3 OA MORE SPANS
)N PsFi'n.4u' .
GA
`'
LIVE LOAD (SIRES&)
':' LIVE L0A0 DEEtECT11j ••
L c`.cF N LDAP ;
3
4'.
6'
. 0'
7',
6'
3'.:"4':
0'
::11..:7'
:1'
3
.4'.
$ :'
6'
7'
B'
29
190
109
70
50
37:.•28
180
'166
70
'47.
30
'20
238
143
x'.66
'40
'37
26
369
207
132
90
66
50
368
174
67
51
32
21
489
275
175
119
87
68
'24
.563,
316
2022
138
100
7G,
563
2437
121
70;
44.
' 29
746
420
268
180
133
101
'22
725
400
261
179
132
101
725
308
153
:a
56
37
964
542
347
238
175
134
Till Loads n teal s based on continuous beam over three equal sp rk, To obtain allowable mads (0r a two -span
beam multiply loads In table by OM
(2) Wired foods are based en or F stress 000-1drd p�raler Uran for Ivo loads. ,
3 Dolleclh n loads bxcod on Nmiling denxtlion 0 spar. L• dvldad by 18�,
(4 Weight Xrlpawl l moat bo deducted From values shown fpr rout loading to obtain net ollp"ahto load.
-' (5) MeldIhickneas based on minirnnm AVM spedncatIoffs krabnwable load enlculaligrrs,
fnq,dre nn avallablliy.
Page 11
1
Secondary Framing Members
CESS AND ZEES
CP/COMPONENTS, PARTS
• SECTION
(in-)
,(fin.)
07610/MET
Suytine 1655
Cees and Zees are used as secondary framing for
roof and wall sections in both conventional and pre -fabri-
cated steel buildings, All these Tight gauge cold formed
sections shall be manufactured by precision roll or brake
forming from ASTM 570 steel with minimum yield stress
of 50,000 psi. Minimum thickness shall be 16 gauge.
Cali nearest branch for technical data as properties of
purlins will vary from branch to branch, Load tables
available upon request.
EL
CEE AND ZEE SECS ION PROPEKT�E F
Also avallable:
4_2-4
Base Angle
W
MANGE
WIOTtt
AREA
• (Inti
6 716
614+,,:;
a 216
',1.8214
8 712
',.10 214
.125
.975
2W"
214"
A60
675
.100
.075
10712
100
.125
325
125
125'
.125
214"
.7134
.9903
6330
wt.
. ib.jl;.
2.42
3.01
2.83
2'
Also available:
Coes 4" to 12" -16 to 12 Gauge
Page 12
234"
3"
1,036
1,371
1.261
1.671
4.66
4,29
5.66
AXIS X^X
+ AXIS ¥-Y..':',:,c.'
fix,.
'....;,EX."...t',..,:,„0
Y 1
,.'a r y^::
4,105
1,3070
2.309
1.688
l
,4409
1,235
5.971 '
1.690
•2.392.'
: 1.332 ,,
.5409 ;l
'',1.220 ;:
8,p04
'.f
3.099
1,909
4400
1.143
9.904 '
3,092':
. 1.332:
. ,5409
-1.134 .
J 12.983
18.657.
24.529
3.246
3.869. `
4,906
3.078
` 3346
3.832
1.712
___.___.,----
2,126 ';
2.747
. •
'G. 7177. ,
1.118
;1.23a 1
.9313
1.232
metal sales
manufacturing corporation
iki
8"
Eava Strut
3993
.7796
50.0 36.11
:54,0 ` 300
.0041
.6757
.7411
50.0 30,0
500 l .30.0
50.0.0 38.9
6756
56.0 30.a
4001 Produce Rd., Louisville, KY 40218, (502) 989.9318, Nationally (800) 999.7777
711 South Cherokee, Denver, CO 80223, (303) 777-0100, Nationally (800) 280-7863
6600 Suemac Place, Jacksonville, FL 32205, (904) 783-3660, 1n FL (800) 342-9943, Outside FL (800)1374-4419
352 East Erie, Jefferson, OH 44047, (216) 576-9070, In OH (B00) 233-5719, Outside OH (800) 321-5833
2801 Fairfax Trafftcway, Kansas City, KS 66115, (913) 621-1445, Outside KS (800) 255-4403
9401 83rd Avenue North, Brooklyn Park, MN 55445, (812) 425-1700, Nationally (B00) 328-9318
3520 Ambrose Avenue, Nashville, TN 37207, (815) 227.6761, In TN (800) 221-6761 Outside TN (800) 251.8506
East 1230 Front SI„ PO. Box 3827 Spokane. WA 99220-3827, (509) 536-8000, In WA (800)541-2323, Outside WA (Bob) 572-6565
20213 East Valley Rd., PO. Box 1008, Kent, WA 98032, (206) 872-5750, In WA (800) 7427900, Outside WA (800) 431-3470
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