HomeMy WebLinkAboutFRONT DOOR LODGE AND RESORT SUBDIVISION TRACT A COMMON't6*V;tt +r4tFT"tE
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Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tef: 970.479.2139 texi 970,479.2452
webr www.vailgov,com
Project t{ame: GIANT STEPS FILL
Project Description:
Participants:
Prcject Address: 458 VAIL VALLEY DR VAIL
"GIAI.IT STEPS' SKI TRAIL
DRB Number: DRB06024b
RNAL APPROVAL TO ADD RLL MATERIAL TO THE LOWER AREA OF THE SKI TRAIL "GTANT
STEPS"
OWNER VAIL CORP 0612612006
PO BOX 7
VAIL
@ 81658
APPUCANT VAILASSOCIATES,INC. 0612612006 Phone:479-3139
TOM AI.I.ENDER
PO BOX 7
VAIL
co 81658
Location:
Legal Description: Lotu TrF Block Subdivlsion: VAIL VILI-AGE FIUNG 7
ParcelNumber: 2101-081-0900-5
Comments: See conditions in the file
Motion 8y:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: SIAFFAPR
Date of Approvalz 071A312006
Condl I
(PLAN); No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Entry1 0710312006 By: George Action: AP The applicant shall utilize
best rnanagement practices to mitigate erosion on the dump site and to prevent
airborne pollutants. To this end, a limit of distrubance fence shall be
install prior to any fill being added to the site. Silt fencing shall be
properly installed on the dump silt with water bars constructed to prevent
soil erosion. The entire site shall be rwegetated with a native grcs seed
mix prior to September 1, 2006.
C.ond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
''*.'" , i. 'it.i , .','.,i '. .L;
. ...-ii,. '.. r Cond:201
.' | ' ' ' ', DRB appro\ial shall not become valkl for 20 days folloMng Ute date of apprwal.
Cond: 202
Appronl of this project shall lapse and become roid one (1) year followlng the date
of final approval, unless a bullding permlt ls lssued and constructlon is commenced
and is dlllgenUy pursued toward completion.
Planner: George Ruther DRB Fee Pald: $250.00
@frlltjl{Tl tElrElltclrEtT
Design Review Board
ACTIOI{ FOR]4
Oepartment of Community Det elopment
75 South Frontage Road, Vail, Colorado 81657
tel:970.479.2139 iaxt97O.479.245?
webl www.vailgov.corn
Project l{ame: GTANT STEPS FILL
ProJect DescripUon:
Participants:
Proiect Address: 458 VAIL VALLEY DR VAIL
"GI.ANT STEP6" SKI TRAIL
DRBNumb€r: DR8060246
RNAL APPROVAL TO ADD FILL MATERIAL TO THE LOWER AREA OF THE SKI TRAIL "GIANT
STEPS"
OWNER VAIL CORP 06,12612006
PO BOX 7
VAIL
co 816s8
APPUCANT VAILASSOCTATES,INC. 0612612006 Phone:479-3139
TOM ALLENDER
PO BOX 7
VAIL
co 81658
Location:
Legal Descriptaon: Lot! TrF Block Subdivlslon: VAIL VILI-AGE RUNG 7
Parcel Number: 2101-081-0900-5
Comments: S€e @ndltions in the file
Motion By:
Second By:
Vote:
CondiUons:
BOARD/STAFF ACTION
Acdon: SIAFFAPR
Date of Approvalz 0il0312CY06
Gond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail shff and/or the appropriate review committee(s).
Entryt 0710312006 By: George Action: AP The applicant shall utilize
best management practices to mitigate erosion on the dump site and to prervent
airbome pollutants. To this end, a limit of distrubance fence shall be
install prior b any fill being added to the site. Silt fencing shall be
properly installed on the dump silt with water bars constructed to prevent
soil erosion. The enUre site shall be revegetated with a native grass seed
mix prior to September 1, 2006.
Cond:0
(PLAN): DRB apprwal does not constitute a permit for building. Please consuft with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valii for 20 days following the date of approval.
Cond: 202' Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Ptanner: George Ruther DRB Fee Paid: $25O.OO
Minor Exterior Alterations
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2t28 tax: 970.479.2452
web: www.vailgov.om
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
p$ect may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Location of the Proposal Lott f f Block:
Physical Address:
DescriptionoftheRequex, Ta aazfa/ {r// n oten,tl t o rha
Lon2.7 ctr/. tr* t\t <k, f ra'r ) 6t)nt 5ztol
Parcel No.:Z
Zoning:
Name(s)of owner(s): Vttl Ast oorrfu, fn. arrn To,nAl
MaifinsAddress: Pe r5./ 1 V+i / 8//f8
Phone: 4 '7 q 3l 31
owner(s) Signature(s): T-4
Name of Applicant:Ta^ Alltn/",-
o
ru,6''a"A
r
o\I
CN
(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Mailing Address:
E-mail Address:h 14 'Qete
Type of Review and Feel
tr. Signs
tr Conceptual Review
tr New Constructiontr Addiuon
rt Minor Alteration," \ (multi-family/commercial)
tr Minor Alteration
(single-family/du plex)
tr Changes to Approved Plans
E Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction ofa new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions),
$250 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
+*+*+++alaltfaltaaaaaaaa*alaaa**t*a***{.**+*+t+llfat++l'*aa****a*aafa++a+l**al+aaaaaa(*+++a++a
TOWNOFVAIL, @IORADO SCItmt
flflllltit*fff*ttafatatalttata*'}**tl*'l*ftfff{'l*t+f*+l+*f+*+**f*t*ftattall*ll**'t*****t**lWtt
Statenent Number: RO6OO0o865 Anount: $250.00 06/25/20061,0:51 A}l
Paltm€nt ltletbod: Check Init: ,fS
Notsation: 322504/vATTr
RESORTS
PenmiC l(Ios DR8060246 T14te: DRB-Minor Alt,Comn,/lfulti
Parcel fo: 2101-081-0900-5
81Ee Addrese: 458 \II,IIJ vlIJJgf DR VAfL
TJOCAEIGT: O GIAIIT STEPS T SKI TRAIIJ
Total Fees: $250.00(his Pa]rmenc3 $250.00 Tolal ALL Prnte: 9250.00Balance: $0.00ttafaa*'la*alt*taf.tattaltaalaataal**a*{r'}**r*aaa*******++*l****a*+**+alalt'}alfral*a***a'}aaalaa
AC@TINT ITEM LtrST:
Accounts Code DescriptJ.on Currents PrntsE
DR OO1OOOO3L122OO DESIGST RSVIBfi FEES 250.00
TABLE 1
VAIIJ AND BEAVER CREEK MOIJNTAINS REVEGETATION SEED MIX
VaiI Mountain Mix #2
Slender WheatgrasE
Smooth Broome
TimoEhy
Wint.er Wheat.
Orchaid crass
sheep Fescue
Whit.e Dutch Clover
Canada Bluegraas
30t
20*
10t
t-0t
10t
10*
5t
5t
---+--.\,/^--\=,\
Va rl REsoars'
970.479.3139 tel
970.390-7809 cell
970.479.4030 fax
tallender@vailresorts.com
www.snow.com
Tom Allender
Director. Resort Planning
Vail, Beaver Creek,
Breckenridge and Keystone
Vail Resorts Management Company
450 East Lionshead Circle
Vail, Colorado 81657
t-ost (Jmce tJox /
Vail, Colorado 81658
Vai ' Beaver Cr€ek Brsck€nidge" Keystone Heavenly'
Focknesorts' GraodTeton
A\luAu
47q')t37
low
MINOR HXTERTOR ALTERATIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General InformaUon:
This application is required for proposals involving minor e><terior alterations and/or site improvements.
Proposals to add landscaping do not require DRB approval unless they involve the addition of patios,
water feahqres, grading, or the addition of rebining walls.
I. SUBMITTALREOUIREMENTS**
o. Stamped Topographic Survey*
f Site and Grading Plan*
o Landscape Plan*
o Architectural Elevations*o Exterior color and material samples and specificaUons.
a Architectural Floor Plans*
o LighUng Plan* and Cut-sheet(s) for proposed fixtures
o Title report, including Schedules A & B to veriff ownership and easemenb*
o Photos ofthe existing site and adjacent structures, where applicable.
tr Written approval from a condominium association, landlord, and joint owner, ff applicable
o Site-speclfic Geological Hazard Report, if applicable*
o The Administrator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submit thrce (3) copies otthe materials noted with an asterisk (*).
**For interior conversions with no exterior changes, the submittal requirements include a complete set of
existing and proposed floor plans, a title report, and written approval from a ondominium association,
landlord, and joint owner, if applicable.
I have read and underctand the above listed submittal requirements:
Contractor Signature
Daiesisned I - g -21t
F:\cder\FORMS\PERMm\Plannlng\drb-minor-alt-l 1-23-2005.doc
1112312005
Page 3 of 13
Topographic surveY:. Wet stamp and signature of a licensed surveyor. Date of survey. North arrow and graphic bar scale. Scale of 1"=10' or L"-20')o Legal description and physical address. Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than
40Vo, and floodplain). Ties to existing benchmark, either USGS landmark or sewer invert. This information must be
clearly stated on the survey
' Prope0 boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings
and a basis of bearing must be shown. Show existing pins or monuments found and their
relationship to the established corner.. Show right of way and propefi lines; including bearings, distances and curve information,. Indicate all easements identified on the subdivision plat and recorded against the property as
indicated in the title report. List any easement restrictions,
. Spot Eleyations at the edge of asphall along the street frontage of the property at twenty-five
foot inGrvals (25'), and a minimum of one spot elevations on either side of the lot.. Topographic conditions at two foot contour intervals
. Uisting trees or groups of trees having trunk with diameters of 4" or more, as measured from a
point one foot above grade.
. Rock outcroppings and other significant natural features (large boulders, intermittent streams,
etc,).. All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.).. Environmental Hazards (ie. rockfall, debris flow, avalanchg weUands, floodplain, soils). Watercourse setback, if applicable (show centerline and edge of stream or creek in addition to
the required stream or creak setback). Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to
the site. Exact location of existing utility sources and proposed service lines from Sreir source to
the structure. Utilities to include:o Cable TV Sewer Gas. Telephone Water Electric. Size and type of drainage culverts, swales, etc.. Adjacent roadways labeled and edge ofasphalt for both sides ofthe roadway shown for a
minimum of 250'in either direction from propefi.
. Site and Grading Plan:. Scale of L"=20'or larger. PropertY and setback lineso Existing and proposed easements. Existing and proposed grades
e Existing and proposed layout of buildings and other strucfures including deck, patios, fences and
walls. Indicate the foundation with a dashed line and the roof edge with a solid line.. All proposed roof ridge lines with proposed ridge elevations. lndicate existing and proposed
grades shown underneath all roof lines, This will be used to calculate building height.. Proposed driveways, including percent slope and spot elevations at the propefi line, garage slab
and as necessary along the centerline ofthe driveway to accurately reflect grade.
. A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an
uphill direction.. Locations of all utilities including existing sources and proposed service lines from sources to the
structures.. Proposed surface drainage on and off-site,
. Location of landscaoed areas.. Location of lirnits of disturbance fencing
F:\cdev\FoRMs\PERMlTs\Plannine\drb_minor-alt-11-23iil$3ffi Paee 4 of 13
Botanical Name
PROPOSED I.ANDSCAPII{G
Common Name Size
PROPOSED TREES
AND SHRUBS
BOSIING TREES
TO BE REMOVED
Minimum Requirements for Landscaping:Deciduous Trees - 2" Caliper
Coniferous Trees - 5'in height
Shrubs - 5 Gal.
Tvoe Souare Footaqe
3c. A rre.l eaf 1L, aaO
GROUND COVER
SOD
SEED
IRRIGANON
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc')
F:\cdev\FoRMS\PERMm\Planning\drb-minor-alL11-23-2005.doc
ru23lz00s
Page 7 of 13
/^-^r\- \
{.\\, Il UIUWAPPROVAL&VERIFICATIONTwI,Flffit/ )'Ihi-s -fbffiserves to verify that the proposed improvemenE will not impact any o<isting or proposed utility seruices, and also to
verify seMce availability and location for new consbuction and should be used in conjunction with preparing your utility plan and
scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submiBed to the following utilities
for approral and verification.
Authorized Sionaturc Comments Date
QWEST
970.513.7189 (tel)
970.384.0257(fax)
970.687.0722 (ell)
C-ontacts: Steve Waters
su/aters@owest,com
EXCEL HIGH PRESSURE GAS
970.262.4076 (tel)
970.468.1401 (fax)
Contact: Rich Sisneros
HOLY CROSS ELECTRIC
970.947.542s (teD
970.945.4081 (fax)
Contacil JeffVroom
ivroom@holycross.@m
EXCEL ENERGY
970.262.4038 (fax)
Contacts:
Kit Bogart 970.262.4024
Katherine Bogert
EAGLE RTVERWATER&
SAI{ITATION DISTRICT
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
firaslee@erusd.oro
. COMCASTCABTE
970.458.2669 ext. 1100 (teD
970.468.2672 (fax)
Contact Brad Dorcas
bradelv dorcas@cable,comcast.com
NOTES:
1. If the utility approval & verification form has signatures from eadr of the utility @mpanies, and no comments are made directly
on the form, the Town will presume that there are no problems and the development can proceed.
2. If a utility company has concems with the proposed construction, the utility representative shall note dirccily on the utility
verification form that there is a problem which needs to be resolved, The issue should then be debiled in an attached letter to the
Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve
identified problems.
3. These verifications do not relieve the conhactor of the responsibility to obtain a Public Way Permit from the Department of
Pub|icWorksattheTownofvai|'inanypublicright-of-wayoreasement
within the Town of Vail. A buildino oermit is not a Public Wav oermit and must be obtained seoaratelv.
The Dweloper is required and agrees to submit any revised drawings to the utilities for re-approval & re-verification if the
submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment
area of this form).
Developer's Signafure Date
F:\cdev\FORMS\PERM[S\Planning\drb-minor-alt-11-23-2005.doc Page 8 of 13
7!12312005
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2005 GIANT STEPS REGRADE
EXISTING CINDITIIN 9Vail.
/;'fu 6'rl'J ,O V"Vi/,rye sM
l/
.'OBSITE AT ALL TIMES
Permle #: 898-0365
,')'l-/
/Q0 lJltQi ',:/"
tlVAIL VILf,AGE FITING
2t0L-082-42 -008
PR,l98-0300
TOWN OF VAIL
75 S. FRONTAGE ROADVAIL, CO 81557
97 0 -479 -2L3A
DEPARTI4ENT OF COMMT]NITY DEVELOPMENT
NOTE: THIS PERMTT MUST BE POSTED ON
ADD/ALT COMM BUILD PERMT
rfob Address:
Locat,ion. . . :
Parcel No..:Project No.:
6, 500
FLr€p1acc InforuaCion: RadtficEed: *Of Oe6 Applianc66:
*+rr*irrrr*r*ar FEE suuuARY
APPLICANT VAIIJ VAI.'LEY FOI'IIDATION
P O BOX 309, VAIL CO 81658
CONTRASTOR VAIL VALLEY FOTJNDATION
OWNER
P O BOX 309, VArL CO 816s8VAIL CORPORATION THE
PO BOX 7, VArL CO 81658
Descript.ion:
INSTALL BLEACHERS, COMM BOOTHS, ENTRY COLI]MNS
Occupancy:
Tllge Construction:
T14ge Occupancy:
Valuation:
SLatus...: ISSUED
vrSApplied. . :EL2 / L6 / !998
Issued.. .: L2/2L/1998
Erq>ires. . : 05/t9/L999
Phone z 9'70-949-1999
Phone : 970-949-L999
TOV/Comm. Dev.
Clean-up Depgsit Refund
approved
amount
date
sq FE:
llof cJ€6 Log6 r
Add
Lof wood/Pal lcc:
Buildlng----->
Plan check- - - >
hvcEtigation>
will Call---->
115 .00
.00
3 .00
-o0
,00
,00
100.oo
292,15
ReEEuaran! Plan Revle$ - - >
DRB Fee- --- -- - -
Rocreacion Eeo- --- -- - - - - >
Cl..n-rtr D.po.ll-- - ---- - >
TOTA], FEBS. - -..
Total CalculaLed Feea- - - > 292.15
AddiEional Fees- - ----- --> .oo
Total Perldc Fee-------->292 .75
PaynlntsE-----_-_
BAI,ANCE DUE.--. .OO
BUILDING DEPARTMENr Depts: BUILDING Division:
CHARLIE ACLION: NOTE PLANS TO CHARI,IECHARLIE ACt,iON: APPR SEE CONDITIONS-pl,alntrwc DrFnitrrqefu'r Dept! PT,ANNTNG Division:
CHARLIE ACTiON: NOTB PI,ANS TO GEORGEGEORGE AcTion: APPR-FrtiE-osp[FtMENi -- - -- Dept : Fr[tE Division:
CHARLIE ACTiON: NOTE PI,AIiIS TO FIRECHARLIE ACC1ON: APPR SEE CONDITIONSPuBtre wonKS--- DepE: PtB woRK Division:
CHARTIE ACTiON: NOTE PI,AIiIS TO PI'BWORKS
CHARI,IE ACIiONI APPR SEE CONDITIONS
Item: 05100L2/L6/L998L2/2L'/L998IEem: 05400L2/L6/L998
L2 /21" /L998Itsiam: ' 05500L2/L6/L998L2'/2t'/L998Item:05500L2/.L6/.L998L2/2t/L998
rr rri r***r rr **li t+ r*'r r**t*ta *rr * r r*t ** it'r | ** | *rt* **J** t
See Page 2 of this DocumenE for any conditsions tshat may apply to this permit.
DECI,ARATIONS
I hereby acknovledg€ that I hav. read thia application, filled out in ful.t uh6 infomatlon requlred, comPlctscd an aceu!4to Ploc
plan, aDd 6t.rtG thac all fh. information prowided ae requlrcd i€ cor!.c!. I agr6c Co cortrply {iEh thr inforueclon and ploE plan,
Lo co[tply niEh all Totn ordinancca and Etata la{s, and tso build Chi6 glructur€ acdording co the Totn's zoni.ng and subdivi6lon
codc6, dosign rcvLoe approvad, Unlform Bullding cod€ and oLher ordlnance6 of the Tovn appli.cable thetato.
REQUESTS FOR INSPECTIONS SHA',I, BE MADE TWEIITY - FOI,R HOURS fN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFPICE FROM 8:OO A1'I 5:OO PM
S6nd Clcrn-Up Drporig To: VAIL VALIJEY
********************************************************t************************
I
TOUNDATION
*****************************************************************!t**********:t***
Permit. #: 898-0365
PermiE Tlpe: ADD/ALT COMM BUILD pERIfT
Applicant: VAIL VALLEY FOTNDATION
970-949-L999
ilob Addrese:Location: VAIIJ VIIJITAGE FILING 5 VISTA BAHN AREAParcel No: 2101-082-42-008
DescripEion:
TNSTALI, BT.,EACHBRS, COMM BOOTHS, ENTRY COLI'MNS
Condit,ione:1. FIBLD INSPECIIONS ARE RBQUIRED TO CHECK FOR CODE COMPI'IAI{CE.2. ALL, DEPARII,IENfS REQUIRE 48 HR NOTICB PRIOR TO INSPECTION
occuRRrNG. AN ISPEcTTON Al{D AppROVAr. IS RSQUrRED PRIOR
TO OCCUPAITCY3. AIJL STRUCTITRE TENIS MUST BE PROVIDED I|ITII FLAII{E RETARDAI{CY
CERTIFIEATES. THEY MUST AI,SO BB INSPBCTED FOR EXITING
REQUIREMEIITS
AIJIJ IIEATING SYSTEMS MUST BE INSPECTBD PRIOR TO OPERATIONI{IIID LOAD DESIGN FOR COMMENTATOR BOOTHS MUST BE PROVIDBD
PRIOR TO INSPEETION4. TITE CENTER SET OF STAIRS MAY BE OMITTED FROM TITE COMM.
BOCITHS PROVIDED TIIAT 4 FIRE EXT. ARE PROVIDED AI{D EXIT
SIGNS INSTALIJED
COIIDITIONS
as of 0L/04/99 SEaTus: ISSTIED
Applled: L2/L6/L998
Iseued: L2/21/L998
To Erq)irez 06/19/L999
* * i * * * * * * * * * * * * * * * * * * * * * *Q* * * * * * * * * * * * * * * * * * * * * * * * * *!l* * * * * * * * *
TOWN OF VAIL, COLORADO StateffirE************!t*********************************************t*****
StaEenmt Number: REC-0499 AmounE,z 292.7s OL/04/99 14:13
Payment Method: CHECK Notat.ion: #0191G Inits: CD
Pennit No: 898-0365 Tlpe: A-coMM ADD/ArJT coMM Burr,D p
Parcel No: 2101-092-42-008
I,OCAt,iON: VAIIJ VILIJAGB FILING 5 VISTA BAIIN ARE,A
Toual Fees: 292.75This Payments 292.75 ToEal ALrL Plnt,s:
Balance:
292.75
.00
Alnoune
115.00
't4.75
100.00
3.00
*****!t******!t***!t****:t****:l*************************************
Accounts Code Descript.ion
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Town of Vail Req. NC.Phone Nurnber:
Town of Vail Req. No.Phone l.turnber: .
PLIIMBING PI,AN CHEEK FEF.
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cslMlFA LE TFANSIIISSIONSAFWAY STEEL PRODUCTS INC.
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FIRST IN SCAFFOLDING Ofio.:
FAX:
Toll Free:
Moblle:
(303) 298{540
(303) 298-8537
(303) 762-1535
(303) 472-4380
BOB DIACK
Sales, :iepresontative
SAFWAY STEEL PRODT'CTS INC.
5101 N. Columhins
D€nv€r, CO 80216
. SCAFFOLOING
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Vail Finish Stadium
The Vail Finish Stadium encomp€rsses the base of the International ski run.
Within the stadium there will be 2100 free public bleachers seats, 300 ticketed
bleacher seats, and 150 VIP seats. Running parallel to the Vista Bahn are the
commentator booths resting on top of scaffolding. There will be a small
hospitality tent in the finish area along with a big screen and scoreboard.
Adjacent to the finish, the television compound will be set-up off of Mill
Creek Circle. Up-links, Mobile units, office trailers, and generators will be
secured in this fenced compound.
General Contractor-Scott Bluhm- Vail Valley Foundation (949-1999')
Devon Alvarez- Y ul Valley Foundation (949 -1999)
Jeff Babb- Vail Associates (479-4008)
Sub-contactors- Bleachers- Jack K. Elrod, Inc. (l-800-22elrod)
Scaffolding- S afeway Scaffold
Contact-Bob Diack
Commentator Booths-Terry Brady (949- I 999)
TentAleat -IIDO Productions (847 -564-17 00)
Contact-Dan Kolar
GeneratorV Distibution- Aggreko
Sound System- Very Sound-Dufff Wilson
Tentative Schedule- Bleacher set- Jan.l8-25
Commentator Booth Set - Jan.l8-25
Tent Set- Jat22
TV Compound Set- Jan 18
Strike/removal- Feb. 1 5 -25
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HSET
II
ENGINEERED QUALITY
FROM THE INVENTORS
OF SECTIONAL STEEL
SCAFFOLDING!
Phoro CoJlesy of BLrd BLshae I SF elds Sales A ba-y Nw
SAF'\ATAY STEEL PRODUCIS IIAS O
.ENGINEERED OUAHTY' INIO ilS SECNONIATSTEELffiSINCE 1936.
Safway was the first designer and manufacturer of
sectional steel scaffolding. lt was the best then and still
isl Not only is Saiivay Scaffolding the best but so are
its Dealers, Distributors and Branch personnel in their
dedication to serving Safway's customers.
To meet your needs, Safway has over 200 outlets with
years of application and installation experience backed
up by an Engineering Department and Manufacturing
facilities second to none.
QUALITY:
CONSTRUGTION: High strength steel tubing with .095
inch wall thickness and an outside diameter of 1.69
inch is used on all legs.
COPE WELDED: The extra steps and care to provide
a coped fitted piece before welding has been Safway's
hallmark of concern for quality, This extra care
combined with certified welders insures rigid
construction.
MATERIAL PREPARATION: Prior to painting, Safway
takes time to clean and etch surfaces with a
phosphatized coating to insure a long lasting paint
adhesron.
ENGINEERED ADVANTAGES:
COUPLING PINS: Coupling Pins are precision
fabricated with beveled ends for easy insertion into the
Scaffold Frames during assembling. They also contain
holes that match holes in the legs of the frames. This
allows the frames to be vertically fastened one to
another or to guard rail posts. The one inch collar in
the middle of the Coupling Pin assures even load
distribution to the frame below. The entire Coupling
Pin is Zinc plated with a Di-Chromate coating for long
life.
CROSS BRACES: Construction of high strength
galvanized tubing that is connected by shear bolts with
a washer separating the tubing for ease of handling
and maintenance. Cross Braces come in various
lengths which are plainly marked on either end for
quick sorting and erecting.
LOCKING DEVICES: Your choice of Threaded Studs
or Safway's drop-latch type "QUICK LOCKS" for
securing cross braces to the frame.
ASK YOUR SAFWAY REPRESENTATIVE FOR A
DEMONSTRATION!
n
ti
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t:
kfi
H
I1<2 a
SCAFFOLD FRAMES: Saftvay's variety of Frames
should suite your every need. The many types of
Frames include: Narrow Section, Walk Through,
Masonary, Sidewalk Canopy and even Extendable
End Frames for installations that have small
openings such as tanks, furnaces, etc. Our newest
Frame is a Rolling Tower Base Frame, which
increases the base width of the tower without the
need for extra components.
STAIRWAYS: Safway Stairways provides an
efficient way for personnel movement as well as the
taking of tools and equipment to and from the
scaffold work platforms. The complete assembly
includes guard rails, easy rise stairs and landing
alea.
SIDE BRACKETS, LADDERS AND GUARD
RAILS: lt is not only important to have accessories
but accessories that can be utilized quickly and
efficiently - and Saf,ray's can - they're practical,
functional and easy to use!
PUTLOGS: Safway's Putlogs are an Intergral part
of many scaffold installations. The Putlogs serve as
additional supports and provide a method to span
obstacles. The Putlogs are often used in
developing additional platform space.
SCREWJACKS: Just four turns give you a one
inch adjustment. Height adjustments may be done
quickly and efficiently and usually do not get
jammed with sand and dirt on the job.
PLATFORM PLANKS: After you've used Safway's
aluminum platform planks - you'll never go back to
the "old wood plank". The platform planks come in
two different lengths.
Get to know the items in the Sectional Scaffolding
Catalog - and get to know your Safiray
Representative. THEY'LL BOTH SAVE YOU TIME
AND MONEY!
FTINCTIOI{AL
@MPONENIS
PRC'VIDE A
WIDE RANGE...
... OF APPHCAflO}XS A\ID ffiS.
EXTERIOR
Front View
EXTERIOR
Side View
MASONRY
Front and
Side View
INTERIOR Church
EXTERIOR Church
SIDEWALK CANOPY
STAIRWAY
ASSEMBLY
ROLLING TOWERS
FRAMES o o
NARROWSECTIONS
2 FEETWIDE
LS-6
33 LBS.
LS.5
25 LBS.
LS.3
16 LBS.
42'' FRAMES
OPEN END FRAME
F--3,6"----+l
I
6',4'
I
I64"
I
TtF-:=:-r
I itr__ ilT
,l [__]1,1"tlT--- lll"I l__ \t I|f- ll ILtt FE5 {r
38.5 LBS.
Tir-- --- -l-|il___ ilt.J.lT--]i4"I t' rt I1r-;;-llt
29.r LBS.
{[
FO6L42
43 LBS.
END FRAMES
OPEN END FRAME
Also available in 3' and 4'widths.
SIDEWALK CANOPY FRAME
EXTENDIBLE END FRAME
COUPLER (2 each required per trame)
EF 3-Extendible End Frame 3, High (Less
Couplers) (2' Stud Center), 18 lbs. 1 pair.
EF 5-5' High (Less Couplers) (4,Stud
Cente4, 31 lbs. 1 pair.
EF 6-6'4" High (Less Couplers) (4' Stud
Cented. 34 lbs. 1 Dair.
C 23-Couplers, To make Frame 2'O,L3'O',
Wide. 3Y4 lbs.
C 34-To make Frame 3'O"'4'O',Wide, 6 lbs,
C 45-To make Frame 4'O'-5'O,, Wide, 9 tbs-
C 56-To make Frame 5'O'L6'O" Wide,
121/z lbs.
o
O
Awlnlrtc
The FE, FM, FO and LS
series of trames are not to be
us€d lor access lo scaflold
platforms. lf sate accsss is
not available fmm the building
structure, additional access
components are requires.
See page 1 1.
o
oo
o
o
o
WALKTHRU FRAMES
WTH ACCESS
F__s,o"
T.
I64"
I
I
4
I
T
3',
1
4',
I
4',
I
3',
I
I
2'I
53 LBS.
36 LBS,
MASON FRAMES
Also available in 3' and 4' widths.
FRAME
[i-Itr
tT-rliLtr
ft----rfl
LT
Fl-'ff
Rn-U-
RFt-LT
a
l"lFJ
t-1
LJ
CP
iln
dtl
RHP T3
n
{/
SBa
flf||vt'lMP L.'
LOCKING DEVICES
OLH: Frame with Quick
Lock only, located 872" trom
top ot frame. (Add OLH after
trame part number.)
OLT: Csnbination wilh Quick
Lock 2%" below Threaded
Stud. (Add QLT after frame
part numb€C increases trame
weight % lb.)
TS: Threaded Stud with
tapered lead-in, located 6"
trom lop of trame.
OL: Frame with Quick Lock
only, localed 6" from top of
frame (Add QL after frame
Part number.)
FP: Frame with Fixed Coupling
Pins using Snap Button. Add
FP after frame and lock
designation (ie. FMs QtH FP).
DL: Frame with Fixed Coupling
Pins using Spring Pins. Add DL
after frame and lock designation
( i.e. FM5 QLH DL ).
COUPLING PIN
Required lor stacking one
frame on top ol anolher.
Collar separates lrame legs
by 1" and must be con-
sidered in tiguring scaffold
heights. I Y. lbs.
RIVET& HAIR PIN
(1OO p€r package) 6 lbs.
SNAP BUTTON
(1OO per package) 4 tbs.
SPRING PIN
(1O0 per package)4 lbs.
PIG TAIL PIN
*X2''
(1OO per package) 1 27, lbs.
FRAME
CI.AMP
For clamping
adjacent legs
1% lbs.
HORIZONTAL
OIAGONAL
ct-AlrtP
1 % lbs.
I'U'BRACE
BRACKET
1/t lb.
tu
FC
"&
h
LBBIO
COMPOI{EI\ilID a
cRoss
CROSSES-2' STUD SPACING
B 52-(5 x 2),8|4 lbs.
B 62-(6 X 2), 1Ox lbs.
872-(7 X 2), | 1r,i lbs.
B 82-(8 x 2), 13% lbs.
B 102-(1O x 2), 151.i lbs.
cRossEs-2',6" sTuD sPActNG
B 726-Cross Brace (7 x 2'6"1,
1 1 '.1 lbs.
CROSSES_3' STUD SPACING
B 53-(5 X 3), gri lbs.
B 63-(6 x 3), lox lbs.
B 73-(7 x 3), '1 1 r: rbs.
B 83-(8 x 3), 13h lbs.
B 1O3-(10 x 3), 1 sl,i lbs.
Brac€ No.THE FRAIIE SPACING WILL BE
BRACES
CROSSES-3'6" STUD SPACING
B 736-Cross Brace (7 x 3'6'1,
'| 2 lbs.
CROSSES- 4' STUO SPACING
B 44-14 x 4), 8)i lbs.
B 54-(5 x 4), 10 lbs.
B 64-(6 x 4), 1 1l,i lbs.
8 74-17 x 4), 12t/.lbs-
B 84-(8 x 4), 14ri lbs.
B 104-(1O x 4), 161: lbs.
o
6
EI
B
E'
B
B
t5
EI
EI
ST 7S-Straddle Trestle 7'(Singte Horizontat Bar), 4,Stud
Center, 18 lbs.
ST lO-1O'(4'Stud Center). 24 tbs.
IIORIZOI{TAL BRACES
(GOOSER BRACES}
GHB4: Horizontal Brace 4'.
6.1 lbs.
GHBS: Horizontal Brace 5'.
7.2 lbs.
GHB6: Hodzontal Brace 6'.
8.2 lbs.
GHBT: Horizontal Brace 7'.
9.3lbs.
GHBS: Horizonlal Brace 8'.
10.4lbs.
GHB10: Horizontal Brace
10'. 12.5 lbs.
STRADDLE
HORZOI{TAL DA@NAL
BRAGES (GOOSER
DIAGONAL BRACES)
GHDBT: HorizontauDiagonal
Brace for 5 x 7' to,r/er. 11 ,0 lbs,
GHDBS: Horizontal/Diagonal
Brace br 5' x I' tdver. 1 1.9 lbs.
GHDB10: Horizonlal/Diagonal
Brace for 5'x 10'tot/t/er. 13.8 ll
GHDB:17: Horizontal/Diagonal
Brace br 3'x 7'tower. 10.8 lbs.
GHDB4?: Horizontal/Eliagonal
Brace for 42" x 7' lou/er. 1 1.1 lb
GHDBrlT: HorizontauDiagmal
Brace for 4 x 7' to$/er. 11 .3 lbs.
GHDB48: Horizontal/Diagonal
Brace for 4'x 8' tot /er. 11,8 lbs.
TRESTLES2'toloSpacing
For Slud
Centers of
30"36',40's',0'
52
44
EA
5' 31ti
S',5 3t"
4' 5 214i
4' 9 r?tsz"
50"
4'1l/s'
4 5 540'
48'
3'7 |t1"
4'0'
4' 2 15 t1i
20'
2' 7 3t{
3'0"
oz
54 - B4s
bit
64
6' 0'
6''l-
6' 4 27132"
6' l11rre "
5'625/3?'
6'0"
6 611 n6"
5.3346.
5 41r./3c'
5' 8 1146 "
6 3 21 rre
4 103/. "
5'0"
545ts"
6'0"
3' 10 746 '
40"
4'5 21b2'
a; 2 tttx?"
72
74
1',0"
7'43t16
7', I I | :\;
6'7 5ts"
7'O-
7'5 l3 /t5 "
6'4 5/s "
6'9 5rsz'
7 35t:p"
6'1"
6'5 3rr
'r' n'
5'3r/2"
5 8ls4e
7431 a
882
883
884
8' 0"
8' 3 a/3e "
8' 8 19/s? "
7' 85 tu"
ao-
I 5 3r32'
7 51etu
7'9e46"
8'23tt"
7 2112"
7 6rs"
8'0"
6'6 ztrce'
6 11 346 -
8'1021/3a'
B
B
102
103
104
10' 0-
10'3'
10'7 -
9'8 3lisz'
10'0'
10' 4 tts"
g' 6 1546'
9' 10 146'
9'4 e/16 "
9' 7 3r<'
10'0 "
8' 10 2tls2'
c2"
9' 6 1s/se "
za TOEBOARDSl1 \\rBclI _.22 rBsTlJ -a'-t'
Plywood deck with aluminum frames combine strength
and rigidity with light weight. Safety tatches hotd planks
securelv.
PLATFORM PI-ANKS
BASE PLATES
SCREW JACKS
AL1 : Screw Jack (with socket) 1
adjustment, 13j/t lbs.
ALI S: (with base plate) 18"
adiustment, 15 lbs.
8'
tlen
da}BP3 ll ll
BPl: (fjxed)3 lbs.
BP3: (curved) 2ti lbs.
BPI: (curved, long flange) 5li lbs.
ALl SALl
o
o
(
o
oo
o
o
I
I
o
SIDE AND END BRACKETS
AR2OL: 20" Side Bracket, 711 lbs.
BR24L: 24" Side Bracket, 1O lbs.
BR3O€: 30" Side Bracket, 20 lbs.
BF2OE: 20" End Brackel, I lbs.
BR3OE: 30" End Bracket, '1 7ri lbs.
AwAnrtnc
Side and end brackels are designed to
support people ONLY. Materials are not
be placed on platlorms supported by
brackets.
Brackels are NOT to be used on rolling
tCfiverS.
All brackets inlroduce overturning and/or
uolitt torces. These lorces MUST be
evalualed and comoensated for, when
brackets are used.
Consult your Satway Dealer for additional
information,
PUTLOGS
An economical means of providing large piatforms with minimum equipment. Also
used to span openings and obstruclions. CAUTION: Do not overload putlogs.
Consult your safway Dea16r fol additional loading information.
Pr6
F8: 8' Putlog, 27 lbs.
Pl2: 12' Putlog,39 lbs.
PUTLOG SPREADER
Pl6: 16' Deep Truss, 61 lbs.
P22: 22' Deep Truss,84 lbs.
Used when scaffolds are placed on
putlogs over clear spans.
PS-5-24 lbs.
PUTLOG ACCESSORIES
PHl: Pudog Hanger (patallelto frame
horizontal),3.25lbs.
PHz: Hanger (any angl€ to lram€
horizontal), 5 lb8.
PH3: Guard Rail Post Sock€t.2lbs.
PHil: Guard Rsil Post Socket (long
iange),525lbs.
PHs: Pudog Diagonal Knee Brace
with clamDs. 10 lbs.
Pil$l: Support clamp only, ,|.25 lbs-
eacn.
PH6: Singl€ Putlog Susp€nsion
Hanger,5.4lbs.
PH7: Double Putlog Susp€nsion
Hanger,7.6 lbs.
BCA: Adjusrable Beam Clamp, 14.2lbs.
PlS5
24 LBS.
'B = Unitorm Load--+,lax.
'C=Approvedload
concentrated ln centea.
w*roffiPHr 1ft PH3
il-n tJ'l "u &""1Hb PH7
"".ilil m*
HOISTABM
H-3: "T" Hoisl42ri lbs.
WARNING
Maximum hoisl capacity: 1O0 lbs. Lift
material VERTICALLY only. Do NOT use
lilt people.
All hoists introduce overturning and/or
uolift torces within the scaffold on which
they are mounted. These lorces MUST be
evaluated and compensated lor, when
using hoists.
Scatfold must be tied, guyed, or otherwise
stabilized at each hoist localion. ALL
trames MUST be locked togelher lo
prevent uplift, when hoists are used.
Consull your Safway Dealer tor additional
informalion.
CASTERS
C6R-6" Rubber wheel Caster, 12,i lbs.
C8R-8" Rubber Wheel Caster, 1314 lbs.
C8S-8" Steel Wheel Caster, 17 lbs.
c-6R
SPECIHCANONS
Part
No.
r1/heel
Dia.
Heighl to
Frame Leg
Locks
Rolling
Load
Gapacity
(Lbs.)
Shipping
Weight
(Lbs.)
Swiwl
Radius
From c
Of LegCasterSwivel
Y€s Yes 6m 12114
c€R 8'95/r s'Yes Yes ocu l93t4 6 3/s'
c-8s 8'gl1/sz'Yes Yes 1000 17 51s/re'
a
GTIARD RAILII{D GAIE ASSHVTJES
INTERMEDIATE LEVEL
GUARD RAIL GATE ASSEMBLY
INTERMEDIATE LEVEL
GUARD RAIL GATE ASSEMBLYrF---tr ii 1li, -= |It, -" il r ,_l cnc .'
rL l=-R-mFT" -' ',-rlr ll 4ll Ii l_lll ll lll II I 'F-------ll
'i qlH
t il - - -r\|lll^^^-l
| - ---l GRG'roHil
(shown from outside looking in)
Used with FM Frame consists of parts
GRG and GRG-lDH.
FM.IG
137r LBS.
5'INTERMEDIATE GUARO
RAIL PANEL FOR
FO & LOF FRAMES
F_ so,,_____-itr----------l|r1l
IGF5
16 LAS.
7'8.19 INTERiIEDIATE
GUARD RAIL PANELS FOR
FO & LOF FRAMES
IGFT
21 LBS.
l
21
II
IGF1O
34% LBS.
GUARD RAIUi AND GUARD RAIL FOSTS
Guard Rails a ach to "G' tocks tpatent pending). Male post
fils inlo lrame leg. Female post lits onto a coupling pin.
P
IF
J
t
GGRFF'
GGRP
Part No.Description OD Tube
ak
8v.
8r:
8\
1'A
1y4
2ri
4
4%
5.v.
A.t
'I 1
GGRP
GGRP.F
CGGRP
CGGRP-F
GR2
GR4
GR6
GR7
GR8
GRl O
"G" Lock Guard Rail
Post, Male
"G" Lock Guard Rail
Post, Female
CorneJ "G" Lock
Guard Rail Post,
Male
Corner "G" Lock
Guard Rail Post,
Female
Guard Rail 2'
Guard Rail 2'2'/."
Guard Rail 3'
Guard Fiail4'
Guard Rail 5'
Guard Rail 6'
Guard Rail 7'
Guard Rail 8'
Guard Flail 1O'
1t i'
1.69"
1%6"
1 .69"
1"
1y."
1y1"
AURt'tilrtC
Unlock€d or missing guard rails can cause serious injury!Lock slide must be down !
Face guard rail locks toward olatform I
o
o
{
a
o
GUARD RAILGATE FOR FO &
FM STYLE FRAMES WITH
SAU LADDER SYSTEM
ACCESS GATE PANEL FOR
LOF FRAMES
ACCESS GATE PANEL FOR
RT FRAMES
I.AGFF
30 LBS.
AGFF
30 LBS.
10
ACCESS
"G" LOCKS
WORKING
PI.ATFORMr_+
New guard rail
"G" lock opens
wilh slight pressure
WORKING
PLATFORM
-
Locks aulomatically
after guard rail
slips into place
ACCESS I-ADDER UNITS
Ladder unils are 177." wide with 12
rung spacing. Must be installed with
SAUB brackets.
SAU6: 6'steel ladder
section, 18 lbs.
SAUS: 3'steel ladder
seclion, 9Y2 lbs.
ACCESS IADDER BRACKET
Will attach to SAU ladder sections at
any elevalion and clamp lo either a
standard Safway scaffold leg or
header bar. Will also attach to Tube
and Clamp Tubing. Provides 7" toe
clearance. NOTE: When installing
SAU 3ysiem, two brackeia are
requirsd on basa ladder section
and one on each r€maining Section.
STARTER HORIZONTAL
Used at bottom of access ladder units.
and as base tor Landing Platlorm
Assembly. ls equipped with pads to
locale and clamp SAUB bracket to
GL-s. Used with FO style frames only.
STEELSTAIR UNITS AND SAFEW RAII-IS
Provides an interior staiMay within scatfold bays. SUH5
horizontal brace is used on bottom scaffold trame as base
for attaching lowest stair unit.
SU6: Steel Stair Unit for use with 6'4" scattold trames su6
on 7'spacing, 74 lbs.
SUs: Steel Stair Unit for use with 5'frames
sPacing, 64 lbs.
on 7'SU6OR tl ,'i
SUH5: Stair Unit Horizontal, 1Ol. lbs.
SU6OR: Outside Salety Rail for SU6, 30 lbs,
SUsOR: Outside Salety Rail tor SUs, 29 lbs.
SU6IR: Inside Safety Rail for SU6, 187, lbs.
SUsIR: Inside Safety Rail for SUs, 16 lbs.
SU6IER: Inside Ending Rail for SU6, 27 lbs.
SUsIER: Inside Ending Rail ,or SUs, 24 lbs.
OTE: Insido Ending Rails to b€ used lor
oxlv€nlrance p€rp€ndlcular to trame.
su6tER.
*Provided with inside ending rails.
11
ROLLINGTI)IGRS
NTTMBEROF ROIIJNG TI)VUER CONFIGT'RANONS. . .
Safway provides an unlimited number of conf igurations of
Rolling Tower Work Platforms. However, Safway's nearly
fifty years of designing and manufacturing assures you of
having the easiest to use, most cost effective, "state-of-
the-art", scaffolding avai lable!
Most ol the Rolling Tower configurations illustrated here
are using our special Rolling Tower frames that provide
easy access to the work platforms without the need for
separate access ladders. Other style frames may be used,
but as illustrated, require access ladders.
SAFWAY PROVIDES YOU AI{ T'NLIMilED
l3'7" high: Mason Frame Folling
Tower with ladder attach€d.
13'7" high: Open End Frame Rolling
Towef with ladder atlached.
17'2" high: Rolling Towgr Fram€ Torver with
the NEW Rolling Tower Base Frame.
GUARD RAIL PACKAGE- MODEL NO. SMP€8A
et' high: Satstag€ Rolling
Tower, a convonient, gasy lo
u3€ utility scalfold-
25 1/l ' X 1/e " plywood deck
Er'd laih,Z 2314'
t t
o
26'6" hlgh: Rolling Tow6r with RTO-I
d€lachable outriggers and RT Frames.
17'2" high: Rolllng Torv6r
wlth RT Fram66 and tho
NEW Folllng Tow6r
Baae Frame.
32'11" hlgh: Rolling Tower whh a l5'
wlde x l(y deop ba3o using RT F ames.
RTOI - 20 lbs.
2 ft. stud c€ntering
-l
...A\ID A
SYIS'IEM
o
\
o 2q high x 10 daep x 25'wide:
Rolling Tow€r using RT Framos and
Putlog8. This massiva rolling tow€l
would move ov€r ob3tacl€s 14'6" wide
by 5'high such a8 seating areas
In churches and audltoriums.
13
. . . THAT PRO/IDES EICTRA SHIILHY
Safway Steel Products continues to set the
state-of-the-art in Scaffolding! The Rolling
Tower System with Safway's Rolling Tower
Base Frame provides extra stability and does it
less expensively. Previously, extra stability
required extra components such as outrigger
attachments, extra casters and crqss braces plus
the added labor to assemble these comoonents.
The convenience of the base frames, access
frames and fabricated planks gives you the
lowest cost, most quickly erected, stable,
Rolling Tower . . . of its base dimensions in
the industry.
Wall surfaces are now within an arms reach and
are as easy to work on as the overhead jobs.
Give your Safway representative a call - they'll
save you time and money.
e @
G87lmlrm
AGFF
.G" LOCKS
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t"t\,
CP
nv
U
PTP
14
I
oa
I-
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4'g'
IL
T
I40'
II
ROLL!NG TOWER
FRAMES
T
I
6"4'
l
@
T
I
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s',O',
I
_t
T
4',O
I
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3',o"
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ROLLING TOWER BASE FRAME
15
FRAME ANID
CROSS BRACEEffi
FOR FULLY BRACED STANDARD
SECTIONAL SCAFFOLDS
FRAMESAND CROSS BRACES REQUIRED FOR
VARIOUS HEIGHT AND LENGTH SCAFFOLDS (,}
Note 1: Heights include 12" of screw jack at bottom ot scaffold.
Note 2: Access syslems, guard rails, tie offs, screw jacks, coupling pins and numerous other components may be required for a
complele scaffold. For specific applications contact your Safway dealer.
Proper accoss must be Drovided.
No. l'
Frames
High
EIGHT(1)
5',l6',4"ltlo.
F.ames I F.ames lRequlred
LENGTH (Based on 1O'and 7'spacing)
10'
7'
20'
14',
30'
21',
40'
2A'
50'
35'
60'
42'
70'
49'
80'
54',
90'100'
70'
'| 10,
77'
120',
a4'
130',
9t'
140'
96
r 50'
105',
1 6',-O"7'-4"Frames
Braces 2
3
4 a 10
7
14
I
16
10
18
ll
20
't2
24
14
26
't5
28
16
30
11Ll 13',.9"Frames
Braces 4 I 12
10
16 20
14
24 2A
1a 20
36
22
40 44
26
48
2A 30 32
60
3 't6'-2"20\2"Frames
Braces
12
18
15
24
18
30
24
48
30
54 60
36 39
72
42
78
45
84
4A
90
4 21',-3'26'-7"Frames
Braces
8
I
12
16 24
20 24
40
2a
48 56 64
40
72
44
80
48
88 96
56
104
60
112
64
120
5 26',-4"33',.0"Frames
Braces
10
10
20
30
25
40
30
CU
35 40
70
45
80
50
90
55
lo0
60
110
65
120
70
130
75
140
80
'150
6 3115"39',-5"Frames
Braces
12
't2
l8
24
24
36
30
4a
36
60 72
48
84
54 60
108 120
72
132
7a
144
84
156
90
168
96
180
7 36',-6"45110"Frames
Braces
14
14
21
2a
2A
42
42
70
49
84 s8 112
70
126
77
140
a4
154
91
168
98
182
105
196
1l2
210
8 41'-7"52'-3"Frames
Braces
16
16
32
48
40
64
48
80
64
112
72
124
80
144
88
160
96 104
192
112
204
120
224
124
240
I 46',.8"5818"Frames
Braces
't8
'18
27
36 54
45
72 90
63
108
72
r26
81
144
90
162
99
1AO
108
't 98
117
216 234
135
252
144
270
10 5119"65',-l Frames
Braces
20
20
30
40
40
60 ao
60
100
70
'120
80
140
90
160
100
1ao
110
200
120
220
130
240
140
260 2AO
160
300
11 56!10"71'-6"Frames
Braces 44
44
66
55
a8
66
110
77
132
88
154
99
176
110
198
121
220
132
242
143
264
154
286
165
308
176
330
12 61111 77'-11 Frames
Braces
24
24
36
4A
48 60 72
120
84
144
96
168
108
192
120
214 240
144
264 2aa
168 1ao
336
192
360
13 67 -O"a4'-4 Frames
Braces
26
26
39
52 104
7a
130
91
156
104
142
'| 17
208
130
234
143
260
156
286
169
312
142
338
195
364
208
390
14 90!9'Frames
Braces
2a
2A 84
70
112
84
140
98
168
112
196
126
224
140
252
154
2AO
168
308
142
336
196
364
210
392 420
15 97'-2"Frames
Braces
30
30
45
60
60
90
75
120
90
150
105
180
120
210
135
240
150
270 300
'180
330
195
360
210
390
225
420
240
450
16
I
I
O *HEN EKIRA
'ERSATIIJTY
Is NEEDED
CONSIDER SAFWAYS SYSIEMS ffi!
Chemical, Petrochemical and similar circular
vessel storage systems
..SYSTEMS
SCAFFOLDING"
Simple, versatile scaffolding
system that adapts easily
to any construction
conf iguration. The easily
attached moment connections
speeds erection and
provides an exceptionally
rigid assembly.
Power olant boilers
FORMORE ONffiE
.. SYSTEMS SCAFFOI.DING''
.ESKYOI'R SAFWAY
REPRESEI{fAIN/E - YOU W[,L
SAVE BOfiI nME AI.ID MONEY.
Khs
a
17
SAFETYGIJilTINES
SAFWAY SECNO}IAL SCAFFOI^DING
SCAFFOLD SAFEW IS
EVERYONE'S RESPONSIBI LITY!
Everyone's salety depends upon the proper erection and
safe use ot scaffolding. Inspect your scaffolding betore
each use to see lhat the assemblv has not been altered
and is sale tor your use.
WARNING!
SERIOUS INJURY OR OEATH CAN RESULT FROM
YOUR FAILURE TO FAMILIARIZE YOURSELF, AND
COMPLY WITH ALL APPLICABLE SAFETY
REOUIREMENTS OF FEDERAL, STATE AND LOCAL
REGUI.ATIONS AND THESE SAFETY GUIDELINES
AEFORE ERECTING, USING OR DISMANTLING THIS
SCAFFOLO.
SAFEW MUSTCOME FIRST!
Safway equipment is designed and manufactured with the
user in mind. The safety that goes into each piece of
equipment, however, cannol offset carelessness on the
part of the erector or the user. With this thought in mind, lN
ORDER TO PREVENT INJURY TO THE USERS of Safway
equipment, we urge you to follow these safety guidelines.
I. ERECTION OF SCAFFOLDING.
A. Prior lo Erection - All Scallold Assemblies.
1 . Jobsite should be inspected to determine ground
conditions or strength of supporting struclure, and for
proximity of electric power lines, overhead obstructions,
wind conditions, lhe need for overhead protection or
weather protection coverings. These conditions must be
evaluated and adequately provided lor.
2. Frame spacing and mud sill size can only be
determined afler the total loads to be imposed on the
scaflold and the strength of the supporting soil or
slructure are calculated and considered. This analysis
musl be done by a qualified person. Load carrying
inlormation on Safway components is available from your
Satway dealer.
3. Stationary scaffolds over 125 feet in height and rolling
scallolds over 60 feet in height must be designed by a
protessional engineer.
4. All equipment must be inspected to see that it is in
good condition and is serviceable. Damaged or
deleriorated equipment should not be used.
5. Wood plank should be inspected to see that it is
graded tor scalfold use, is sound and in good condition,
straight grained, free from saw cuts, splits and holes.
CAUTION: Not all species and grades of lumber can be
used as scaffold plank. Wood planks used for scaffolding
must be specitically graded for scaflold use by an
approved grading agency.
6. The scaflold assembly must be designed to comply
with local, State and Federal safety requirements.
B. Erection of Fixed Scaffold.
1 . Scaffold must be erected, moved, or disassembled
only under the supervision of qualified persons. Hard
hats must be worn by all persons erecting, moving,
dismantling or using scaffolding.
2. Mud sills must be of adequate size to distribute the
loads on the scaffolding to the soil or supporting structure.
Special care is needed when scaffolding is to be erected
on fill or other sott ground or on lrozen ground. Sills
should be level and in full contact with the supporling
surface.
3. Base plates or screwiacks with base plates must be inlirm conlact with both the sills and the legs of the
scaftolding. Compensate for uneven ground with screw-jacks with base plates. DO NOT USE unstable objects
such as blocks, loose bricks, etc.
4. Plumb and level scaffold until connections can bemade with ease. Do not force members to fit. Be surescaflold stays level and plumb as erection progresses.
5. Ties, guys, bracing and/or outriggers may be needed
to assure a safe stable scaftold assembly. The heiqht ofthe scatfold in relation to the minimum b'ase width]wind
loads, the use of brackets or cantilevered ola orms andimposed scaffold loads determines the nebd tor stability
bracing. The following general guides are minimum
requirements.
a. Federal OSHA requires that scaflolding must always
be secured when the height of the scatfold exceeds '
tour (4) times the minimum base width. (California
requrres stability bracing when the scattold height
exceeds three (3) times the minimum base width.)
b. All ties should be placed as near as possible to
horizonlal members. The bottom tie must be olaced no
higher than four (4) times the minimum base width and
every 26 feet vertically thereatter. The uppermost tie
should be placed as close to the toD of the scaftold aspossible and, in no case, more than four (4) times (three
(3) times in California) the minimum base \,\iidth ot ihe
scaftold from the top.
c. Vertical ties should be placed at the ends ol scaffotd
runs and at no more than 30 teet horizonlal intervals in
between.
d. Ties should be installed as the erection progresses
and not removed until scaffold is disman ed to that
height.
e. Side brackets, cantilevered platlorms, pulleys or
hoist arms and wind conditions introduce oveiurnino
and uplift forces that must be considered and
compensated tor. These assemblies mav reouire
additional bracing, tieing or guying.
t. Circular scaftolds erected completely around or
within_ a structure may be restrained lrom tipping by the
use of "stand off" bracing members.
g. Each leg of a tree standing tower must be guyed at
the intervals outlined above or othenvise restiaihed toprevent lipping or overturning.
6. Work platforms must be fully planked either with
scaffold graded solid sawn or laminated plank, in good
sound condition, or with fabricated plalforms in good
condition.
a. Each plank must overlap the support by a minimum of
6 inches or be cleated, i.e. 8 foot planks on 7 foot
soans must be cleated.
b. Plank should not extend beyond the support by
more than 18". Such overhangs should be separated
from the work platform by guard-railing so that they
cannot be walked on.
c. Plank on continuous runs must extend over the
supports and overlap each other by at least l2 inches.
d. Spans of full thjckness, 2 inch by .10 inch scaftold
grade planks, should never exceed I O feet. Loads onplank should be evenly distributed and not exceed the
allowable loads for type of plank being used. No more
than one person should stand on an individual plank at
one tme.
e. Planks andlor platforms should be secured to
scatfolding when necessary lo prevent uplift or dis-placement because of high winds or other iob condiiions.
7. Guardrails must be used on all open sides and endsof scaflold platforms, Both top and midrails are reouired.
Local codes specify the minimum heiohts where ouard-rails are required. Use at lower height-s if falls ca;
cau se injury.
18
l'8. Toeboards are required whenever people are required
to work or oass under or around the scaffold olatform.
9. Access must be provided to all work platforms. lf it is
nol available from the struclure, access ladders, frames
with built-in ladders, or stairways must be provided.
When frames with built-in ladders are used, cleated
plank or labricated plank musl be used at platform levels
lo minimize or eliminale platform overhang, Access
ladders must extend at least three (3) feet above plat-
forms .
10. Side and end brackets are designed to suppcrt
people only. Materials should never be placed on
cantilevered platforms unless the assembly has been
designed lo support malerial loads by a qualified person.
These types of platforms cause overturning and uplilt
torces which must be compensated tor. All lrames should
be fastened together to prevent uplitt and overturning
moment compensated lor with counterweights or
adequate ties.
1 1 . Putlogs must never be used for the storage of
materials. They are designed for personnel use only.
Special care should be taken when putlogs are used.
a. Putlogs should overhang the support points by at
least 6". Use putlogs hangers with bolts fastened to
support putlogs on f rames.
b. Putlog spans of greater than 1O' require knee-
bracing and lateral support. Contacl your Safway dealer.
c. Putlogs used as side or end brackets need special
bracing. Contact your Safway dealer.
12. Bridging between lowers should not be done with
plank or stages unless the assembly is designed by a
qualified person and overturning momenls have been
compensated for.
'I 3. Scaffold should not be used as material hoist towers
or for mounting derricks unless the assembly is designed
by a qualitied person.
1 4. CHECK THE ERECTED ASSEMBLY BEFORE USE,
A qualilied person should thoroughly inspect the
completed assembly to see that it complies with all
safety codes, that nuts and bolts are tightened, that it is
level and plumb, that work platforms are tully planked.
thai guardrails are in place antj safe access is provided.
C. Ereclion of Rollino Scalfolds.
The lollowing additional precautions apply to the use of
rolling towers:
1 . Height of the tower must not exceed four (4) times the
minimum base dimension (three (3) times in Calilornia).
Outrigger frames or outrigger units on both sides of the
tower may be used to increase base width dimension
when necessary.
2. All casters must be secured to frame legs or
screwjacks with a nut and boll or other secure means.
Total weight of tower should not exceed the capacity of
the casters,
3. Screwjacks must not be extended morethan 12 inches
above caster base. Tower must be kept level and plumb
al all times.
4. Horizonlal/diagonal bracing must be used at the
bottom and top of tower and at intermediate levels of
20 feet. Fabricated planks wilh hooks may replace the
top diagonal brace,
5. All frames must be tully cross-braced.
6. Only prefabricaled plank or clealed plank should be
useo.
7. Caslers must be locked at all times the scaffold is not
being moved.
il. usE oF SCAFFOLOS.
A. All Scaflolds.
1. Inspect the scatfold assembly betore each use to
see that it is assembled correctly, that it is level and
plumb, base plates are in firm contact with sills,
bracing is in place and connecled, platf orms are f ully
planked, guardrails in place, safe access is provided,
that it is properly lied and/or guyed and that there are
no overhead obstructions or electric lines within 12 feet
of the scatfold assembly.
2. Use only the sale means of access that is provided.
Do not climb bracing or frames not specifically designed
for climbing. ll such access is nol provided, insist that
it be provided.
3. Ciimb safely!
a. Face the rungs as you clrmb up or down.
b. Use both hands
c. Do not try to carry materials while you climb.
d. Be sure ol your tooting and balance before you let
go with your hands. Keep one hand firmly on lrame or
ladder at all times.
e. Clean shoes and rungs to avord sllpprng.
4. DO NOT work on slippery platforms.
5. DO NOT overload platforms with materials.
6. Working heights should not be extended by plankrng
guardrails or by use of boxes or ladders on scaffold
platforms.
7. DO NOT remove any componenl of a completed
scaffold assembly except under the supervision ol a
qualified person. Any component that has been removed
should be immediately rePlaced.
B. Rollino Towers
All ot the above Precautions Plus;
1. DO NOT RIDE I'4ANUALLY PROPELLED ROLLING
SCAFFOLD. NO PERSONNEL SHOULD BE ON THE
TOWEB WHILE IT IS BEING MOVED,
2. Lock all casters before getting on the tower'
3. Work only within the platform area: do not try to
exlend overhead work area by reachrng oul over
guardrailing.
4. DO NOT bridge between two rolling towers wrth
plank or stages.
5. Secure all materials before moving scaflold.
6. Be sure floo' surface ts clear of obstrJclr6ns 6r holes
before moving scalf old.
7. Be sure there are no overhead obstructtons or
electric oower lines in the path of the rolling scaltold.
8. Rolling towers must only be used on level surlaces
9. Move rolling lowers by pushing at the base level only
DO NOT pull from the toP
Understanding and followrng these safety guidelines wrll
increase your personal safety and the safety of your
fellow workers.
- Ereclion procedur€s
(Booklet or slide/video)
- Load caoacities
bracing and tieing
Engineering assistance
l.----------lircrea1 ADDITIONAL INSTRUCTIONS AND I
! rruronuATtoN ABE AVAILABLE FRoM :I SAFWAY STEEL PRODUCTS REGARDING: I
I
I
L
I
IJ
19
Sectnal Scaffolding
The Complete Safway Line
t Sectional Scaffolding
r Systems Scaffolding
r Power Swings
I Rolling Towers
I Shoring
r Tube & Clamp Scaffolding
All drawings in this brochure are for illuslrative
purposes only.
This brochure is intended for general information
only. Because of the many variables which altect
lhe performance of this product line, some of the
intormation in this brochure may not apply. For
specific applications, contacl Safway.
Note: Erection, use, maintenance and disassembly
must conlorm lo current Safway instruclions as well
as ALL lederal, state and local regulations. Copies
ol complete salety guidelines for these and other
products are available from Safway or your Saiway
Dealer without charge.
SAFWAY STEEL PRODUCTS INC.
N14 W23833 Stone Ridge Dr. Suite 400
Waukesha, Wl 53188 (414) 523-6500
(800) 558-4772 r Fax (414)523-6595
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@'1996 Safway Steel Products Inc. All Flighls Reserved.4/96 oRN 101
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6' l'l0bih H0rI Pldfforrl| l,|llll0|jT Iuadrailso 6' ilolile l{oil{Phtform l|ITl| 6uardrails
ildriln|||n lorlt[ei0il le' E"
I' ltobih l|0rl| Pldlf0r|n illill I||drdrdih
Order Kit:
SWP
Order Kit:
SWP
SWPGRA
Order Kit:
SWP
SWPGRA
SWP6X
SWPNOR-{
Order Kit:
SII'P
stl?cRA
SWP3X
SWPNORA
A WARNING
California and some other states require
a height-to-minimum-base width ratio of
three to one (3:1). Refur to the governing
codes for your iob location.
ildrirl||lrl| tlorfi leioht l5' ["
SWP 6'Mobile Work Platform
consisting of:
(2) 6' Ladder Frames SWPFG
(2) Side Braces SWPPS
(1) Plywood Platform SWPP
(4) 5" Casters SWPC5R
(4) Snap Pins SP
SWPGRA Guardrail Panel Assembly
consisting of:
(2) 6' Guardrail Panels SWPGRP
(4) Hinge Pins SWPHP
SWPBX 39" Extension Assembly
eonsisting of:
(2) 39" Ladder Frames SWPF39
(1) Plywood Platform SWPP
(2) Side Braces SWPPS
(4) Snap Pins SP
SWPNORA Narrow Outrigger Assembly
consisting of:
(4) Narrou' Outriggers SWPNOR
(4) 5" Casters SWPCSR
(4) Snap Pins SP
SWP6X 6' Extension Assemblv
consisting of:
(2) 6'Ladder Frames SWPFG
(1) Plvwood Platform SWPP
(2) Side Braces SWPPS
(4) Snap Pins SP
ildrirllurll lorl ileiqht l0' 0"
le' il0bile l{0r[ Pldffortn }|lTil Gttdrdrdils
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+ R.gt, al l)ist)ihlltiol (iulrrs
AI-{BA]VIA
Nlobile
113.1 471'4(n;l
[a-r 334-471-,l(i(i5
ARIZONA
l'hoenix
{n)2-91i7-9.111
I,'a-r 6()2-1)(i7-1),1ilt)
CALIFORNIA
[-ris Ange k s
:110-5:i2-(i(i9r)
Iia-r 3 I (l5li3-( Xi!)l)
San [)iego
{i19-299-2(X) I
l":r-x ti19-2{)112I96
San F-rancisco
{i5lf(i52-!)250
t,'ax ti5(I(iJ2 l)?55
coI-oRAt)()
I)cnver
303-29&ir540
I.'u 303-2!)&,r5ll7
SAFWAY STEEL PRODUCTS INC.
Nl4 W23833 Stone Ridge Dr. Suite 400
Waukesha. Wl 53188 (414) 523-6500
(800) 558-4772. Fax (414) 523-6595
' ll)!);5irfsir', 5litl l11)duels lIl(. .\ll lilgltts R, w,rvrrl
FLORIDA
I.'t. N,l_vers
941-331-1987
I'-:x 941-311.1-ii112
tvt talII
1105-891-2dX)
I,-ar 301>81) 1-2(i20
( )rlando
.107-85$20(i0
I.'zx 407-85!12770
'l ampa
r.t13-879-410.1
|a-x 813-"c7i> I l:il)
\\tst Palnr I',t'ach
i)61-833-01(n)
I,'a-x 561-liltil 0I21
GEORGIA
Atlanta
404-69i-98rX )
Fa>r -104-(i!) 1 08()0
trrrNoIS
Chicago
{i3G833-5.c40
l"a-r ii3( lSlilt-llJ-Lr
INDLANA
Harnmond
219-932-il04lr
|:ur 211).1)li2-li{)48
Indianapolis
li17-54G7tiil2
I,-ir-x 3 1 7-5,1(i7!)lt0
T.oUISIANA
Nerv 0rleans
,)()4-78t021i2
Irzx 504-781>1)82t|
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' ()
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Bronch
Service
Locnlions
MARYLANI)
llaltimorc/\4'ashing'1on, lX'
301-953-3147
l,'ix 301-951i-21)70
NIICHIGAN
I)etroit
3l:t-872-85(X)
I,-:x lllll 872 {i7l!)
MINNESOTA
\linneapolis
{;12-6:tG3212
Ii;x 612{i3(i7l'}!)8
NEVADA
I:rs Vegas
702 731'1.11o9
I"ax 702-71',1- IiriiT
NEWJERSI'Y
N t'lvark
90&68S0:i:i0
I":x 1X)&81I-()ftorlI
NEIVYORK
Albany
5l &43+2209
I":x 5l&,134-1201r
I3rooklyn
7lli-383-8.1()0
l"ax 71ti-lltill-li 7 78
lJuffalo
71(i-f15G5959
I"ax 71&8ili lfi;5
NORTH I)AKOTA
llcLrlah
701-873-7702
l''rx 701-8711-7701i
OHIO
Cincinnati
ir I1'},-116G2(i2ii
I,-:x 513-fl6(12(itlfi
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Cleveland
2tG432-2ts\
I,-:x 21G4li2-2153
Columbus
{iL4-253-,1911
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OKLAHOMA
'l'ulsa
9 r&592-149r,
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I'ortland
r-)0:] 233-4111(;
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4t)9-72t-521)\l
I"rx 409-727-5ir48
I)allas
214-352-35(X)
I"ix 214-3.'r2 l',571
Houston
7 t:l-47:l-907(.'
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rJ(xi747-2ti4{i
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Norfolk
757-461,4301
l":x 7.17-4Jlf221(i
Northern \A
7( )3-818-0922
I,';x 703 8ltt 1J2.1!)
Ilichmoncl
804-35i>652:]
I"ar 8l)4-355-777(i
\I'ASHINGTON
St,attle
20G(i23-9020
I"a-r 20G62ll-1li47
WESTVIRGINIA
Huntington
304-ri97-4063
I.'zx 304-ti97,4066
Heilonnl
IisTribution
[enlers
NORTH
Colunrbus. OH
(i14-253-4631
I.-:x 614-253-461i!l
WEST
llcnicia, CA
707-74*2t)70
h'itx7t)7-7 4*)t)12
SOTITH
Atlanta, GA
80G964-9027
l'-u 404-699-0526
lh, l.piii;t))! i); ,its h],thtr.
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WISCONSIN
Nladison
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414-342-7133
I,'zx 414-342-0154
l/l); ()R\ I l{;
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A.
B.
C,
D.
TABLE OF CONTENTS
Allowable Loading .... .2
PutlogComponentParts. ......3
HangerAssemblyDetails ......3
BracingMethods .......4
1. Lateral Bracing of P16 & P22 Putlogs . . . . . .4
la. Alternate Lateral Bracing of P16 & P22 Putlogs . . . . . 4
2. KneeBracing .....4
PutlogApplications. ...........5
1. Putlogs Used to Support Work Platforms that
Span From Frame Row to Frame Row at the
Topof ScaffoldTowers ...........5
2. PutlogsUsedaslntermediateTowerBracing .......5
3. Catilevered Putlogs Used to Support Work
Platforms Located Anywhere in the ScaffoldTowers ..........6
4. Putlogs Used to Support Working Platforms
that Span From Frame Row to Frame Row
at Intermediate Levels . . . . .7
5. PutlogsUsedtoSpantoaStructure ........8
6. Putlogs UsedtoSupportFrames OveranOpening ... . . . ...8
SuspendedPlatforms ..........9
F
F
Page I
rC
This document is rntended to sen e as a basis for proper application of Saftvay
putlogs. Use b-v unqualifiecl pe rsons ma-v result in DEATH, SERIOUS
PERSONAL INJURY OR PROPERTY DA\,IAGE.
Information contained in this document is based upon the load-carrying capacitl'
of the individual components. 'l'he total loads ( component weight, plank
rveighl, live load, material lt;ad, rvind load, etc. ) to be imposed on the complete
assembly must be consicle recl. Ail loads on individual members are transmitted
to other members and ultimate ly to the ground. Compensation fur these
cumulative vertical and h<irizontal loads must be provided.
-f-
^4. WARNING
\larinum ;\llrwablc 'l'otal Load * ( Rrunds,'Souare Foor )
This document is subject to
periodic revision and
updating. Before designing
scaffolding using putlogs,
contact the Safway
Customer Service
Department to be sure you
are using the most current
revision.
Safway products and
equipment must be
assembled and used in
accordance with current
Satway, federzl, state and
local requirements.
Contact Safuay for putlog
applications not shown in
this document.
?aDle / specifies the
maximum allowable loads
that ma_Y be imposed on
Safway putlogs. This table is
valid only when putlogs are
installed with horizontal and
lateral bracing as detailed in
the follorving pages. Contact
the Safway Engineering
Department for loading
conditions not covered in the
table.
TABLE ONE
'lotal
NlaxintLrm
,\llorvabie
Llnilirrn
fl flllounble Londinq
l\ Iaxr murn
All<,rvabit
C0ncentr-atecl
Loacl at Ccnter Putlog Spacing
5'-()' ij'-(|' 7',0^ 8-0' 10'-0'Span (1"t.) I-oad (Lbs.) of Span
825
908
13.8
15.9
18.5
2r.6
2q /,
8.3
9.6
1l I
13.0
r5.2
t4
13
ENTIIIIII
1t)
o
8
7
682
750
834
938
950
1,1fi]
1,330
L,662
1,900
1,072
15.5
18.8
23.2
29.3
38.3
W--TIII-21 1.500 750 r43 11.9 L0.2 8.9 7.1
1,650
1,816
2,000
2,206
2,438
2,250
2,500
3,040
3,350
:t,725
1,000
1,103
'I ?1q
16.5
19.1
22.2
26.0
30.5
30.0
35.7
42.7
JU. /
60.9
74.5
54.2 45.2
73.9 61.ti
106.4 88.6
166.2 138.5
11.8
13.7
15.9
18.5
2r.8
t7.7
2r.4
26.5
JJ.)
43.7
38.7
52.8
76.0
118.8
10.3
11.9
13.9
16.2
19.0
&3.9 27.r
46.2 37.0
66.5 53.2
103.9 83.1
trilTIIIIII
20
19
18
16
I2
11
10
_t,J04
1,500
1,667
1,875
2,743
r,t25
r,250
r,388
1,520
1,675
1,862
)..i a
30.0
37.0
46.9
6r.2
25.0
29.7
35.6
42.2
50.7
62.1
20.7
25.0
30.9
39.1
51.0
2r.5
25.5
30.5
JO.4
43.5
13.2
18.8
22.3
26.7
3t.7
38.1
46.6
15.0
17.8
2I.3
ttr?
30.5
37.2
12.4
1J.U
1B.5
23.4
30.6TLTI:TITI
6 2,277
5 2,660
4 3,325
Page 2
fiuiloq[omponen] Pnrts e
Part No.Description
",W
P8 & Pt2
Pr6 & P22
PS5
Wt. in Lbs.
PHI
PH2
Putlog Hanger
(parallel to frame horizontal)
Hanger
(any angle to frame horizontal)
Guard Rail Post Socket
Guard Rail Post Socket
(long flange)
Putlog Diagonal Knee Brace
with clamps
8' Putlog
12'Putlog
16'Deep Truss
22' Deep Truss
Putlog Spreader
(used when scaffolds are placed on
putlogs o\€r clear spans)
Rigid Clamps
(used tojoin tubes at right angles)
Swivel Clamps
(used to join tubes for bracing only -
NOT to be used to support putlogs -
See page 5.)
2
5.25
PH3
PH4
PHs gitr- 3:R PH5
P8
P12
Pr6
P22
PS5
CRA.19
10
27
39
61
84
2.75
3.5
}|nnger flssemblt|
GA-le @ csA-le
Ietails
w
llrrAAt::
cRA.re €@
I
t-^4. WARNING
DO NOT INSTALL PUTLOGS ON HANGERS WITHOUT THE U-BOLT AND WING
NUTS INSTALLED AND TIGHTENED. FAILURE TO DO SO MAY RESULT IN
; DEATH, SERIOUS PERSONAL INJURY OR PROPERTY DAMAGE.I
The PHl hanger can
only be used when
the putlog is
orientated parallel to
the frame horizontal.
The PH2 can be
used at angles from
0-90 degrees to the
frame horizontal
Fmme Horizontal
l'rame Horizontal
a
I Brncing l'lethods
Loterol Brocing of Pl6 & P22 Putlogs
PlanView
l.
Note: The following putlog bracing
techniques shall be followed when putlogs
are used to support a work deck.
Install putlogs on same side of frame
legs to assure cross braces will fit.
Install Safuay cross braces
horizontally between putlogs, utilizing
the studs provided on the putlogs.
Secure the crossbraces with
nuts/wingnuts. Cross braces shall be
placed in end bays and every 3rd bay
between.
Install continuous Safu'ay STXXSG
Tubing. Clamp to bottom of vertical
member of all putlogs, at center of
span, with Safway CR{-19 Clarnps as
shown.
la.Install Safway STXXSG Tubing wirh
CSA-19 Clamps on the first and last
putlog in a putlog run and every third
bay in between as shown. Clamp near
the center of the putlog span and run
the bracing diagonally to the next
interior frame line. Clamp to the frame
within ti inches of a horizontal frame
member.
2a. Install continuous Safuzy STXXSG
Tubing. Clamp to bottom of vertical
member of all putlogs, at center of
span, with Safuay CRA-19 Clamps as
shown.
ltr.Install PH5 Putlog Knee Brace as
close as possible to a 45 depgee angle.
Locate the knee brace within 6 inches
of a horizonkl member of the
supporting scaffold frame. Knee
braces are required rvhen spans are l0
teet or greater.
lo. Ahernote Lolerol Brocing 0fPl6 & P22 Putlogs
PlanView
2. Knee Brocing
Front Eleuation
Putlog
(t-vpical)
Putlog
(4'prcal)
Page 4
E Putloq flpplicntions
^4. WARNING
NEVER USE CSA19 SWIVEL CLAI,IPS TO ATTACH PUTLOGS THAT SUPPORT
WORK PLATFORIVIS.
l. Puilogs Used to Support Work Ploilorms Thot Spon From Frome Row to
Frome Row ol fte Top ol Scoffold Towers
llst PIIiI guardreilprsl s(rker with
prrallcl rypr putl(,gs and lh(, I,ll.l
guardrailDost sr)ckrt with decp tntss
puthgs.'l'his requires thc usr oi thr()(iR[' nalc gL-rardr lil post.
I Attach putlogs at
each frame line using
either the PHI or
PH2 putlog hanger.
I Do NOTuse
CSA19 swivel
clamps for putlog
vertical support.
CSA19 swivel
clamps may only
be used for knee
bracing.
I Extend each putlog a
minimum of 6 inches
beyond the
attachment hanger.
I Do NOT use a Cp
(frame coupling
pin) to attach
putlogs.
I Install lateral bracing
and knee bracing in
accordance with
Section D
(BRACING).
Instlrll knec bta.cs ln- rIllcrnrr{har{ putl()]ls
a! each cnd nnd at rvety third irante linc.
/-
I\tl,(s irttachlr(i bv I']utll,g llanRerr for Plaifonn
l\tk,gs l r)r llracin(
Framc Width
-
Vertical distancc between horizontal
l)racfs not t() exceed 4 times the
trlme \.r'rclth.
2. Putlogs Used qs Intermediote Tower Brocing
Putlogs may be used fur intermediate ton'er bracing on large
stationary scaffolds. CILA19 rigid right angle clamps are
recommended in lieu of I,H1 ur PI12 hangers to attach the putlog to
the frame for intermediate tower bracing where the putlogs will not
be supporting krads from a wrrk platform. 'fhe clamp must be
installed immediately above and rest on a frame horizontal member.
Putkrgs must be knee braced for lateral stability.
I\tlo! lirr l)raciD{ t(^vcr s
( nr' platform ).
Knee llraces
Ilven l'rame
Linc
Page 5
r fiiloq flpplicotions [cont'lJo
3. (ontilevered Pullogs Used to Supporl Work Plotforms Locoted
Anywhere in the Smffold Towers.
The following illustration outlines the minimum support and bracing
required to cantilever putlogs.
o
l.E-'.-'"r fiuiloq flpplicntions [contfi
4. Putlogs Used to Support Working Plotforms thot Spon from Frome Row to
Frome Row ol lnlermediote Levels
|---It is recommended that
appropriate PHl or PH2
hangers be used to
support putlogs used for
work platforms at
intermediate levels.
CMf9 rigid right angle
clamps may also be used,
however, make sure that
the putlog end reactions
do not exceed the clamp
capacity (750 lbs. on
painted sur{aces, 1000
lbs. on galvanized
surfaces). The CRA19
clamps must be installed
immediately above a
frame horizontal member
to prevent slippage. 40
ft. lbs. clamp torque
required.
P16 and P22 putlogs
must be knee braced and
laterally braced - See
Section D "BRACING'.
^A. WARNING
NEVER USL, CSAIg SWIVEI- CLAI\,IPS TO SUPPORT WORK PLATFORI,IS.
S'IRUCTURE
V
Preferre d Attachme n t M e tho d
Irrwcr Lcvel I'latii)nn Putlog
>- Alternate Attachment Method7-
l-owcr Lcvel Platforrn Putlog
CR,\19
Rigid Angle
Clamp Abovc
Horizontal
llember
I Ioriz(,ltirl Nlr: mlJe r
Knec Braces Even l.rame l-inc
I ^4. WARNING
Putlog supportecl rvork platforms may require that guardrail s_vstems be installed.
Follow Safway Sectirinal Scaffolding Safety Guidelines as w'ell as federal, state and loca.
; requirements for installation and use of guardrails and toeboards.
Page 7
E Putlofipplicntions
a .lIcont'dJ
5. Putlogs Used to Spon to o Struclure
Do not attach putlogs
directly on scaffold base-
plates or screw jacks.
Putlogs must be attached
to scaffold frames and
braces using putlog
hangers, Safrvay clamps,
or as specified by Safway
Engineering, and must be
laterally braced as shown
in Section D'BRACING".
If putlogs are used as a
tie to stabilize a scaffold
tower, the putlog support
frame, on the sfuucture,
must be secured from
movement.
In those instances where
putlogs are used to
support frames spanning
an opening, a PSS putlog
spreader is used to
support the scaffold
frames above the putlog
and align them with other
foames in the scaffold
run. The PS5 contains a
"saddle" at each end
which rests on putlogs
for support, and has
coupling pins to place the
next fame above. Install
putlogs on the outside of
the scaffold frames so
that coupling pins in PS5
line up with the scaffold
frames. When PSS's are
used, additional lateral
bracing, as shown on
Page 4 is not required.
Stand off to
Prevent Nlovement
PH1 or PH2
Hanger
6. Putlogs Used to Support Fromes 0ver on 0pening
Page I
, o
lg,vvr\Y
fliqid, Versn[rle i]nt;!"1 t-
l-i L, I
Up 0t Inun
",""t*,. ,, '
a
RIGID, \IERSAfILE AI.ID FAST- IIP OR DOWN.
Systems Scaffolding (Patent No.4,445'307) is
one of the simplest, most versatile products of
its kind ever developed. Basics is the key
behind its success - vertical posts have 360"
ring sets spaced 21 inches apart, and all
horizontal and diagonal braces attach quickly
and lirmly lo these ring sets. Screw iacks level
the assembly. All are manufactured of high-
strength steel tube. The net resull: Systems
Scaffolding can be erected very quickly' adapt
to virtually any shape, inside or outside struc-
tures, and be disassembled equally fast. Add
the fact that smaller labor crews are required.
Means bottom line savings.
TAKE A CLOSER LOOK.
Systems Scaffolding saves time from the bottom
uo. You level the base easily with starter
collars and screw jacks. Vertical posts assemble
quickly with built-in locking coupling pins - no
loose pins to handle. Then, to begin erection'
horizontal members and diagonals can be
connected at any point around the vertical
post ring setq and locked individually.
360" PLACEMENT ON RING SETS.
Each vertical posl contains ring sets every 21
inches for flexible platform placemenl at seven
foot maximum intervals and proper guardrail
attachment. Each ring set accepts up to eight
horizontal members providing rigid versatility
and shape adaptability.
COMPATIBILITY.
For even greater iobsite f lexibility, Systems
Scafiolding is compatible with Safway Tube
and Clamp scaffolding. They work together to
give you the best job versatility in the market.
BUILTTO LAST.
Systems Scatfold components are manufac-
tured of galvanized steel to high quality
standards. (lf desired, certain components can
be f urnished with a baked enamel finish.) They
stand up to constant, hard use. Quality con-
struclion is iust one more reason why you'll
want Safway Systems Scaffolding.
THE MOMENT CONNECTION.
The 31/z inch spacing of the rings combined with
the rugged slrength of the end connectors
provide an exceptionally strong moment con-
nection that gives extra rigidity to the scaffold-
ing assembly. To assemble, just hook the
horizintal or diagonal member on the vertical
post and hammer home the wedge. Systems
Scaffolding erects quickly and easily - with a
strong, positive connection between posts and
horizontal/diagonal members.
To disassemble, loosen the wedges with a
ouick flick of the hammer, then unhook the
horizontal or diagonal. Takes only seconds for
each operation. Wedges are positioned under
horizontal bars so workers can easily engage
and disassemble these components from
below.
GOES UP FAST.COMES DOWN FAST.
Hook and hammer home.
Patent Nos: 4,445,307 & 4,586,842
Pry and unhook.
ACIOSFT'PIOOKATwcoMPoNElfls.
SAVES TIME BECAUSE ITS SIMPLE AND
FAST.
There's no secret to the benefits of Systems
Scatfold. lfs been engineered to provide not
only fast and extremely easy erection, but the
design assures optimum use of labor by allow-
ing work at or above eye and arm level for
efficiency. That combination makes Systems
Scaffold prof itably unique.
ALMOST E NDLESS APPLICATIONS.
The ring set design allows horizontals to be
set at any angle. Thafs important on proiects
with unusual dimensions and configurations.
Or when a project changes shape, grows or is
performed in stages And Systems Scaffold
can be set up inside rectangular, circular and
odd vessel shapes easily because it adapts to
the proiect shape like a liner. Individual braces
can be removed and replaced after the scaf-
folding has been erected.
Systems Scaffold includes a complete line of
components and special application com-
ponents to let you get to and perform the work
that must be done. Metal plank or wood scaf-
fold plank can be used with the same bearers.
Component details are covered in this
brochure.
"BACK ON LINE" _ FAST.
Dismantling time is important For example, in
petrochemical or electric utility generation
wor( you can't go "back on line" until the scaf-
fold is removed. Systems Scaffold comes
down fast, even in tight quarters, Each horizon-
tal member disassembles lrcm the level betow.
without disturbing adjacent members This
allows a crew to work their way down efficient-
ly and get to the next iob faster.
LOOKATALL THE OPTIONS.
Systems Scaffolding is being used suc'
cessfully in many markets. For example, the
more traditional applications include large
area platform uses such as in auditoriums.
churches and arenas; for ship building and
ship repair operations.
Systems Scaffolding really pays off on
inegularly shaped structures. For example,
around circular, oval or spherical projects such
as chemical, petrochemical or storage sys-
tems; inside bottom-tapered power plant
boilers or in pulp storage tanks.
The possibilities are almost endless. Ask your
Safway representative to give you a
demonstration.
SYS1EMS SCAFFOI.DING DESIGI{ SERVES
DT\TERSE INDUSTRIES AI{D NEEDS.
The tremendous versatility of Systems Scaf-
foldinq is illustrated best here with its practical
applicltion in iust a few key markets, on
projects with widely varied shapes and sizes.
CON STR UCTION, R ESTORATION,
MAINTENANCE AND ACCESS . . .
WHERETIME IS A MAJOR FACTOR.
For chemical and petrochemical vessels, tanks
and storage systerhs, circular Systems Scaffold
erects quickly around the entire structure
allowing work to progress at any level. K-nee
out brackets allow the diameter ol a scaffold
assembly to be increased or decreased
as needed.
For fossilfuel power plant proiects with
sloping surfaces, Systems Scaffold adapts
easily and erects quickly to get the crews on
the job. Special component iacks,supiort
f rames and,braces allow the scaffolding to
conform to the boiler cavity. All components
can be passed through small openings' Main-
tenance crews can operate at any level and
move quickly across and around the boiler.
When the protect is complete, Systems
Scaffold disassembles just as fast so power
generation can resume.
Chemical, Petrochemical and similar circular
vessel storage systems
Power olant boilers
Shipbuilding, repairing and retrofit
A LOW COST SOLUTION FOR UNUSUAL
SHAPES AND CONFIGURATIONS . . .
The shape of a ship's bow is unique to marine
architecture and Systems Scaltold fits it like
a olove. For new marine construction, or for
shlp repair, and retrolit proiects, Systems
Scaffold adaptability stands out.
In auditoriums, arenas, athletic complexes,
churches. malls, convention halls, atriums-
wherever large platform area scaffolding is
needed, Systems Scaffold offers distinct
advantages. lt can be easily adapted to sloping
f loors, irregular ceilings and balconies. The
speed of erection and dismantling makes it easy
for the scaffold crews to match the progress
of the project.
MODULAR ACCESS STRUCTURES.
Systems Scatfold includes components which
are designed for use in constructing stair
towers and scaffold platform access structures
adiacent to or located within the scatfolding.
The '11% inch wide stair units allow you to build
stairways as wide as needed. (See page 7.)
SEE YOUR SAFWAY DEALER.
Examples of prolitable use of Systems Scaffold
are growing every day. Here's a list of
markets which are especially well suited to
Systems Scaffolding:
Power plants
Chemical/Petro-
chemical storage
Pulp and Paper mills
Marine construction/
maintenance
Auditoriums, athletic complexes, churches, malls, atriums.
New Building
Construction
Building Restoration
Industrial,
Commercial
maintenance
Stair towers and scaffold
platform access.
ENGINEERED FROM THE GROTIND I'P.
This diaqram illustrates how simple' yet
effective and versatile Svstems Scaffold basic
comoonents are to use.
Svstems Screw Jacks and Starter Collars
provide for easy leveling of the scaffold base.
Vertical posts, with ring sets every 21 inches
install over starter collars, and provide the
connection points for all horizontal and
diagonal members.
Hbrizontal diagonals square the scaffold
assembly and provide base rigidity. Vertical
diagonals provide vertical scaflold stability (also
available with haltclamp connectors). Hori-
ssc-30
Starter Collar
zontal runners or bearers may be installed at
any angle around the ring set to adapt to any
required conf iguration. The same members also
serve as mid-rails and guardrails. Up to eight
horizontal members install on any ring set.
Vertical clamp-on ladders, with bracfets
provide access to platforms.'
No matter what your proiect need, Systems
Scaffolding is the answer.
Safway Systems Scaffold is designed so
that it can be erected into assemblies that will
comply with all local, state, and Federal
safety regulations.
SHR & SBR
Runner & Bearer
& Guardrails
SVP
Vertical Post
SDW
Vertical Diagonal
SHD
STSJ-1
Screw Jack
Horizontal Diagonal
FAST ERECTING STAIR TOWERS.
Get crews and supplies up or down to the
work level on Systems Scaffolding stair towers
and access structures. You simply combine
standard components with stair units to erect
towers in a wide variety of shapes and stair-
way widths.
START WITH BASIC COM PON ENTS.
Level the base with screw jacks and insert
starter collars. From there you simply erect,
using vertical posts, horizontal members and
diagonals, forming the basic shape.
STAIR UNITS AND HANDRAILS.
Lightweight, 11% inch wide stair unit modules
f it side-by-side to build the stair widths you
require. Stringer clips assure side alignment,
and stair f illers complete each level for
reaoy access.
Galvanized steel stairs have non-skid, per-
forated surfaces for sure footing. Timber or steel
planks are used, in varying widths, to suit
your requirements for landings.
The standard seven foot vertical diagonal
members are used as handrails.
SSF
:
I
'1
I
)
Stair Filler STR-7
Stair Unit
(Two, Three Or
Four Units Wide)
SVP
Vertical
Post
SHD
Horizontal
Diagonal
SHR & SBR
Runner, Bearer,
& Guardrails
ssc-30
Starter Collar
SDW
Vertical Diaoonal
& Stair Hantirail
STSJ.1
Screw Jack
SLOPING SURFACE SUPPORT SYSTEM.
Svstems Scaffolding provides a unique
suoport system for i-nierior sloping boiler
suif'aces.'This assembly allows tor fast'
stable scaffold erection bn sloping surfaces,
and quick disassembly in tight quarters.
STSJ - 1
Screw Jack
SVP
Vertical Post
Adiustable iack assemblies and support
frahes allow the scaffolding assembly to
procede with standard components, as
highlighted in the drawing.
SASB.2
Ad juslable Support
Bracket Assembly
wt. 53.1 lbs.
Drop Lalchl
SFS FramE Slarter (Painled)
wt. 7.4 lbs.
SBF Support Frame (painted)
Nore crames lJrn,s.ed ,!rlh co-pl ng pr'1s
Base Beam (Painted)
wt. '1 1 6.5 lbs.
Boiler Wall
STH -4
Throat Header
wt. 45.2 lbs.
(Painted)
SUSPENDED SYSTEMS SCAFFOLD.
Application flexibility of Systems scaffotdino
allows suspended, -aerial work platforms td
be erected quickly and easily. '
Floor space is kept clear of scaffoldino.
allowing normal ciay-to-day operationSio
continue unimpeded, while work is carried
on overhead.
Suspended systems is ideally suited for
projects in shopping malls, theaters, hospi-
tals, airport and rail station concourses,
power, pulp, paper, petro-chemical and
refinery installations, when debris protection
is installed.
Key to the Satway suspended system is the
tunctional and patented adjustable suspen-
sion post which incorporates captive sus-
pension shackles and leveling mechanisms.
4
J
SEGP
External Guard
Rail Post
wt. 12.1 lbs.
@
fl
E
n
s
flfiJ{o
SSAP
Suspended Adjustable Post
wt. 31 .6 lbs.
SSP -
Steel Plank
Patenl No: 4,815,563
SYSTEMS SCAFTOI.DING
COMPONENTPARTS
Vorlical Post
SVP-8
wl 30 2 lbs
SVP /
v;l 24 6 Lbs
SVP-:
,.rt lB8 bs
Note Inlormalron on carrytng capacityol Indrvrdual
comoonenls rsavarlable kom your salway dealet
Horizontal Diagonal
lbs.
Horizontal Baarer/Runnor gnd Guetd Rails
t:
0I1. t'
PinCoupling
lr{lhco"srlrl
ssc-3o I I twr 107rbs ll I
+r
SCP
wt: 2.1
Ssiv6l Screw
Tubular Sc.6u Jack Jacl
ssJ
wt: 15.4 lbs
1,.r.1 ii
. ; '. :-
f) r' t r-)rr |l
verlicsl Diagonal
10
SY]STEMS SCAEFOI.DING
COMPONENTPARIS
Horizontsl Truss Beator
Dul. .A.
Kn6e Out Bracket
Truss
Bearer
Coupler Side Brackot
frSTBC
wt: 2.8 lbs.Sido Braclet
Pari No O'm A
rBi - :.:
Knoe Out Brackel
Drm A
)i.a l 36 42 6:
sKa,4. *_ 4s
. _- | 46 ,.
Note: lnforination on ca.ryrng capacityol individual
components isavailable lrom your Safway dealert*?g+_rifi'j^'"*r-
Slael Pltnl Fillcr
Toe Boad Gllp
ssPc
Toeboard Clip
Galvanized wt: 0.2 lbs.
For use with Steel
Plank as Toe Board
Note: Intormation on carrying capacity of individual
components is available lrom your Safway dealer.
l,.ee o! braa,eli r-. e! e.c 1e qnt ol Scat.oto .c
r0 lcro
12 12 .4 11 -1r/
Steel Plank
Nole 6" plank avarlable upon request
11
SYSIEMS SCAFFOI,DING
COMPONENTPARTS
Steel Stalrs
Stair Unlt
STR-7
wt: 83.6 lbs.
L.adderg
T_fl--lIttlI[llil lF-l(ot tl------{ |I tT_ll
SAU6 I IF+I
wt: 18lbs. I ll ll_l_u----x
Access Ladder Units
(Painted only)
Ladder units are 17%" wide with 12" rung spacing.
Must be installed \,vith SAUB brackets.
Note: Use Vsrtical Oiagonal SDW'7 for Hand Rails
stairFilter ,#.,.^
\ /.\l.----.,t. IY
Access Laddor Bmck€t
SSF'42
SSF 54
r 0.3n
13.2n
mdd Tooboa?d
NOTE: when installing
SAU sysiem, two brack€ts are
reouired on ba3e ladder seciion
and one on each lemaining s€ction.
SSHs
U.HEAD
4 3/8'x 8"
wl:
5.4 lbs.
sMT,4 a8
-9yr_5lt
..
-
tl
sMT,5 6:,
Note: Information on carrying capacity ol individual
componenls is available from your Salway dealer'
(Painted only)
Metal Toeboard
sMr 3 lE lo 0t
4. '4t
SMl,r5 4a '2 1r
zt z.
u,r. \
(Painted only)
12
SY]STEMS SCAFFOI.DING
COMPONENTPARTS
Rol ll ng Towor Components
8" Caster
scs-8
Steel wt: 15.4 lbs. Steel wt: 36.7 lbs.scu-8 scu-l 2
Urethane wt: 1O.8 lbs. Urethane wt: 25.2 lbs.
Adapte13
Storage Rack
Castors
Holst Arm
12" Caster
scs-l2
sRo
wt: 1 16.6 lbs.
SACA'
wt: 27.8 lbs.
Adiustable
Caster Adapter
(8" Casters OnlY)
scA*
wt: 9.6 lbs.
Storage Rack Bln
SRB
wt: 134.7 lbs.
SHST
wt: 6.4 lbs.
(Painted only)
Pry 8ar Hammer
SPBH
wt: 2.3 lbs.SHA
wt: 13.8 lbs.
Horizofltrl Squaro Tool
13
SAFETY GIIIDELINES FOR
SI'STE:IIS SCAFFOLDINC !I/
SC.{FFOLD SAFETY IS EVERYONE'S RESPONSIBILITY:
Everyone's safety depends upon the desigrl, erection, use. and dismantling
of scaffolding b-v COIIPETENT PERSONS ONLY. lnspect -vour
scatfolding before each use to see that the assembly has not been altered
A wanrutnc
SERIOUS INJURY OR DEATH CAN RESULT FROM YOUR
FAILURE TO FAMILIARIZE YOURSELF, AND COMPLY WITH
ALL APPLICABLE SAFETY REQUIREMENTS OF FEDERAL'
STATE AND LOCAL REGULATIONS AND THESE SAFETY
GUIDELINES BEFORE ERECTING, USING OR DISMANTLING
THIS SCAFFOLD.
2.
J,
4.
5.
6
llllil:l:,:.it;l:;rtui:*i'6"ildT-;sB'ii$f,'r'ii;i1l
sueh as blrrcks, lotrse brieks, and simrlar obie( ts or materials.
Use only tools recommended by Safuay for erection and dismantltng.
Plumb and level scaffoldins until connections can be made with ease. B.
sure scaffold stays plumb and level as erection progresses.
l'asten vertical posts together using double snap buttons, fully engaged,
or other fasteners, to prevent uplift.
Position horizontal members on both rings of each ring set, and firmly
seat wedges immediately. DO NOT STAND, LE,{\, OR PUT WEIGHT
ON I{ORIZONTAL NlEN{tsERS TISI'IL THE WEDGES ARE FULLY
SAFETY MUST COME FIRST!
Safway equipment is designed and manufactured with the user in mind.
Ttre sifety that goes into each piece of equipment, however' cannot oflset
carelessniss onlhe part of the erector or the user. with this thought in
mind. lN ORDER TO PREVENT INJURY TO THE USERS of Satuav
equipment, we urge you to follow these saJety guidelines.
Scaffold design must include analysis of load carrying members by properly
qualifred personnel. Safnzy component load capacit) and weigit
information is available from your Safrvay Dealer. Scalfolding must be
erected, used, moved, and disassembled only under the superv-ision of
compercnt persons.
i. I.] .(', ()\ Ol, StS'll.ll\ls s( \ l'lr( )l-l)l N(;.
A. PRIOR TO ERECTION. ALL SCAFFOLD ASSEMBLIES.
1. Job site must be inspected to determine ground conditions, strength of
supponing structure, proximity of electric power lines, overhead
obsiructions. wind conditions, and the need for overhead or \'r€ather
protection. 'lhese conditions must be ewluated and adequately
addressed.
2. Post spacing and sill size can only be determined after the total loads to
be imposed on the scaffold and the weight of the scaffold have been
calculated.
3. Stationary scaffolds over 125 feet in height must be designed by a
professional engtneer.
4. All equipment must be inspected to see that it is in good condition and
is serviceable. Damaged or deteriorated equipment must not be used
A wenrrNe
Not all species and grades of lumber can be used as
scaffold plank. wood planks used for scaffolding must
be graded as scaffold plank by an approved grading
agency, or specifically manufactured for scaffold use.
5. Scaffold plank must be inspected to see that it is graded as scaffold
plank, is sound and in good condition, and is fiee from saw cuts, cracks,
notches, splits, delaminations and holes.
6. A fully qualified and compelent person can deYiate from lhese
guideli-nei only if it can be
-shown ihat the resulting scaffold design
iomplies. with applicable codes and generally accepted scaffold
engmeeflng practlces.
7. The slaffold assembly must be designed b compl,v with local, State and
Federal requirements.
B. ERECTION OF FIXED SCAFFOLD.
A wenrurruc
FALL ARREST equipment attached to scaffold UALllgf
prevent serious INJURY or DEATH if a fall occu6'
Scatrold must be erected, moved <tr disassembled onl-v under the
supervision of competent persons. Safet!' equipment, including safety
glasses and hard hats, must be wom by all persons erectlng, movrng,
dismantling or using Systems scaffolding.
1. Base plates must be centered on the sills, and be in firm contact wtth
both sills and vertical posts. Be especially careful when scaffolds are to
be crected on soft or hozen grouod. Any pafi of a building or structure
used to support the scaffolding must be capable of supporting the load
t0 be applied.
Horizontal and"/or vertical diagonal bracing is required to maintain a
square and plumb scaffold structure.
Ties, guys, bracing and,/or outriggers may be needed to assure a safe
stable scaffold assembly. The height of the scafiold in relation to the
minimum base rridth, wind loads. the use of brackets or cantilevered
platforms and imposed scaffold loads determines the need for sway and
stability bracing. The follo\ .ing general guidelines apply:
a, A scaffold must always be secured $'hen the height of the scaffold
exceeds four (4) times the minimum base width. See NOTE 1.
A wanNrNe
Outriggers, or other means, may be used to increase the
minimum base dimension of a scaffold toyver. The resulting
base dimension, however, may NO LONGER BE THE
itlNlMUM (or limitingl BASE DIMENSION.
Ties must be placed as near as possible to horizontal members, The
bottom tie must be placed no higher than four (4) times the minimum
scalfold base width. Subsequent vertical tie placement will depend
upon the scaffold width. Scaffolds three (3) feet and narrower must be
tied at vertical inten'als no more than 20 feet apart. Scaffolds wider
than three (3) feet must be tied at vertical intervals no more than 26
feet apart. The uppermost tie should be placed as close to the top as
possible and, in no case, more than four (4) times the minirnum base
width from the top. SeeNOTE l.
Veftical ties must be placed at lhe ends of the scaffold runs and at no
more than 30 feet horizontal intenals in between.
Ties must be installed as the erection progresses, and not removed
until scaffold is dismantled to that height.
Side brackets, cantilevered platforms, pulleys, hoist a.rms, enclosed
scaffolds, sloped surfaces and windy conditions introduce overturning
and uplift forces which must be considered and compensated for.
These situations require additional bracing, tying or guying.
Circular scaffolds erected completel-v around or rithin a structure
may be restrained from tipping by use of "stand off' bracing members.
A free standing to\1€r must be guyed at the intemls outlined above
or otherwise restrained to pre',,'ent tipping or overturning.
Work platforms must be fully decked with platform units in good, sound
condition. Platform units may be individual scaffold grade x'ood planks,
fabricated plank, fubricated scaffold decks or fabricated scaffold plafforms.
a. Scadold platforms and \aalkwa)-s must be at least l8 inches rvide.
b. Each end of each plank must overlap its support by a minimum ol6
inches or be cleated.
c. Each end of each platform 10 feet long or less must overhang its
supports by no more than 12 inches. Each end of each platform longer
than 10 feet must overhang its supports by no more than 18 inches.
Larger overhangs must be guarded to prevent access to the overhang.
Ivlaterials must not be stored on overhangs. llo not stand on platform
overhangs.
d. Each plank on a continuous run scaffold must extend over its supports
by at least 6 inches and overlap each other by at least 12 inches.
e. Spans of 2 inch by l0 inch nominal scaffold gnde plank Dust never
exceed 10 feet. No more than one person must stand on an individual
plank at one time. Loads on planks must be evenly distributed and not
exceed the allowable loads for type ofplank being used.
f. Secure platform units to scaffolding to prevent uplift caused by high
winds or other job site conditions, Use latches, if supplied by platform
mallufacturer. or other suitable means.
10. Guardrails must be used on all open sides and ends of scaffold plat'orms.
tsolh top and midmils are required. Local codes specif minimurn heights
where guardrails are required. Use at lower heights if falls can cause
InJUry.
11.'foeboards must be insralled rvhenever people are required to work or
pass under a scaffold platform. When materials are to be stacked higher
than the toeboard. screening is required from the toeboard or platform to
the top guardrail.
SEATED. See NOTE 2.
FULLY SEAT WEDGES IMMEDIATELY AFTER PLACEMENT.
A wenxtruc
BE SURE TO FULLY SEAT WEDGES IMMEOIATELY AFTER
PLACING COMPONENT. WEDGES THAT ARE NOT FULLY
SEATEO WILL NOT SUPPORT DESIGN LOADS. FAILURE
TO SEAT WEDGES COULD CAUSE SERIOUS INJURY
OR DEATH.
t4
r
o
2.
12. Access must be provided to all work platforms. If access is not available
fr,ffi"'li.JiTi,TJ:; fi:iJ:,';i5l,DI":ltil",JnH:,T.iilI:',i"1
at vertical intemls of 35 feet rrr llK Attachable ladder units must
extend at least three (3) feet above platforms. lnstall access ladder unrts
as scaflold erection progresses.
13, Use fubricated decks or cleated plank to rninimize platform interference in
access areas.
14. DO NOT store materials on side or end bracket platforms.
15. Cantilevered platforms must be specifically designed for that purpose, rneposts pinned to prevent uplift, and adequate ties provided t(; prevent
overturning,
16. Nlaterials must never be placed on cantilevered platforms unless the
assernbly lras been designed to support material loads by a qualified
person. These types of platforms cause overturning and'uplifi forces
which must be compensated for.
17. Do not use truss bearers without considering the loads to be supponed.
Do not cantiiever truss bearers or other horizontal members.
18. Truss bearers wirh ring sers must be laterally braced.
19. DO NOT install platforms bet\,!€en free standing to\,,'ers.
20. Material hoists and derricks should not be mounted on a scaffold unless
the scaffold is specifically designed for that purpose.
2I. CHECK THE ENTIRE SCAFFOLD ASSEMBLY BEF'ORE USE.
Thoroughly inspect the completed assembly to see rhat it complies with
all safety codes, all fusteners are in place and tlghtened, it is-level and
plumb. u'ork platforms are fullv decked, guardrails are in place and safe
access is provided.
C. ERECTION OF ROLLING SCAFFOLDS.
The following additional precautions apply to the erection of rolling torvers:
1. Height of the rolling tower must not exceed four (4) times its minirnurrr
base width, or 40 fecr, whichever is lower. See NOTE l.
WARNING
The load rating of the casters used will limit the size,
configuration, and load capacity of the rolling tower.
:J. Allcasters must be secured to adapters with nuts and and bolts.
4. Screw jacks must not increase the height ol rhe scaffold bv morc Lhan 12
inches. Tower must be kept level and plumb al ajl times.
5. Horizontal diagonal bracing must be used at the bottom and top <f rolling
towers where the top tvork platform is more than g leet above the
surhce. When rolling towers are to be erected higher than 9 feet, the
first brace must be no more than 2 feet above the casters, the others at no
greater than 21 foot intervals above, Fabricated planks rvith hooks may be
used as diagonal braces.
6. Platform units nith hooks, or cleated planks, must be used on rolling
tot'ers,
I I. IISI] OF SC,{FFOI,I)S
A. ALL SCAT'FOLDS.
l. Each time before you use the scaffold, a competent person must: inspect
the scaffold assembly to be sure it has not been altered, is assembled
correctly, is level and plumb, all base plates are in firm contact with sills,
all bracing is in place and securely tightened, all platforms are full-v
decked,.all guardraiJs_ are in place, safe access is provided, it is properly
tled anoor guyed, there are no overhead obstructions. there are no
energized electric pot'er lines rvithin 12 feet of the scaffold assembly, all
wedges are firmly seated, all other member end connectors are fiirnrv
seated, all wedges are driyen under ring sets, all retainers seated, ail
screw yacks are in contact with starter collars or posts, and correct any
deficiencies prior to use.
2. Use only proper access. Do not climb bracing or yertical posts. Do not
climb any scaffold component unless it is specifically designed for that
purpose. Do not stand on platform overhangs.
3.Use only the safe means of access that is pro\ided. Do not climb bracing
or vertical posts- IJ safe access is not provided, insist that it be provided.
Climb safety!
a. Face the rungs as you climb up or down.
b. Use both hands.
c. Do not try to carry materials rvhile you climb.
d. Be sure ofyour footing and balance before you let go with your hands
Keep one hand firmly on frame or ladder at all times.
e. Clean shoes and rungs to avcrid slipping.
DO NOT work on slippery platforms.
DO NOT overload platforms with materials. Special care must be taker,
when truss bea-rers are used.
I)o not extend working heights by starding on planked guardrails, boxes,
ladders or other materials on scaffold platforms.
DO NOT loosen, detach or remove any component of a scaffold assembly
except under the supenision of a competent person. Components that
have been removed must be replaced immediatelv.
5.
6.
7.
9. DO NOT erect scaffolding on wagons, trucks or other $'heeled
a i*ffi,, O the.ptarform area; do not try to extend work area by
leanrng out o\tEr guardrarllng.
B. USE OF ROLLING TO$TERS.
ALL OF THE ABOVE PRECAUTIONS PLUS:
1, DO NOT RIDE MANUALLY PROPELLED ROLLING SCAFFOLD.
NO ONE MUST tsE ON A ROLLING TOWER WHILE IT ]S BEING
II'IOVED,
2. Lock all casters before getting on a rolling tower. Casters must be
locked at all times the scaffold is not being moved.
3. DO NOT bridge between rolling to{'ers.
4. Remove all materials from scaffolding before moving a rolling tower.
5. Be sure flrxrr surfuce is clear of obstructions or holes before moving
scaffold.
6. Be sure there are no overhead obstructions or energized electnc
power lines in the path when moving a rolling tower.
7. Rolling towers must only be used on level surfaces.
8. Move rolling towers {rom the base level only. DO NOT PULL OR
PUSH from the top.
I I I. I)IS}I AN'I'I,I \(; SCAITI.-OLDS
The following additional precautions applv when dismantling scaffolding:
1. Check to see if scaffolding has been altered in any way which rvould
make it unsafe. If so, reconstruct where necessary before beginning
the dismantling process.
2. Use onl}, proper access. Do not climb braces or vertical members. Do
not climb scaffold components ur ess the-v are specifically designed for
that purpoic. Do not stand on pladorm orerhangs.
3. Do not remove ties until scaffold aboye has been removed.
4. Visually inspect each plank to be sure it is supported on both ends and
is safe to stand or work 0n.
5. Do not accumulate removed components or equipment on the scaffold
6. Lower components in a saJe manner as soon as dismantled. Do not
throri' components off scaflold.
7. Stockpile dismantled equipment in an orderly manner.
8. Remove component immediately after loosening wedges.
9. PRIOR TO REI\IOV.AL OR LOOSENNG of an-v component, consider
the effect the removal of the component, or the loosening of a joint, will
have on the strength of the remaining assembly.
Understanding and following these safety guidelines will increase your
pentonal safety and the safety ofyour fellow workers.
I NOTE 1: I
I California and some other states require a heighf to-minimum l
I base width ratio of.three to one (3:l ). Refer lo the governing I
I cooes ror Your lob locallon. I
t--------I NOTE 2: I
i In Californra horizontal members used as guardrails should be Ii Installed on the TOP RING SET ONLY tocomply with the Ii Calfornia 45 inch guardrail height requirement. FULLY SEAT i
i WEDGES IMMEDIATELY AFTER PLACEMENT i
----J
NOTE 3:
ADDITIONAL INSTRUCTIONS AND INFORIVATION ARE
AVAILABLE FROI\,I SAFWAY STEEL PRODUCTS INC,
REGARDING:
vrDE0s
ASSEMBLY
LOAD CAPACITY
PARTS IOENTIFICATION
ERECTION PROCEDURES
ENGINEERING PROCEDURES I4ILJT_C119_i
t-
ACCESS
WEIGHTS
TRAINING
SAFEIY TIPS
DISASSEMBLY
15
fi,rrr" Scoffolding
1I
T
I
T||I IOI,IPLETE $RFI,IRY LIIIE
Sectional Scaffolding
Systems" Scaffolding
Power Swings
r Rolling Towers
I Shoring
r Tube & Clamp Scaffolding
KN
fi4)
rL.b
flI
ilg
U
s
,R@
-All drawings in this b(rchure are for illustratlve
purposes only.
This brochure is intended for general information only.
Because of the many variables which affect the
pefformance of this product line, some of the
intbrmation in this brochure may not apply. For specific
applications. contact Saf$ ay.
Note: Erection, use, maintenance and disassembly
must conform to current Safuay instructions as well as
ALL federal, state and local regulations. Copies of
complete safety guidelines for these and other
products are available from Safuay or your Safway
Dealer q'ithout charge.
SAFWAY STEEL PRODUCTS ING.
N14 W23833 Stone Ridge Dr. Suite 400
Waukesha, Wl 53188 (414) 523-6500
(800) 558-4772. Fax (414) 523-6595
o 1996 Safway Steel Products Inc. All Rights Reserved.11/96 ORN 2r0
The Versntile Scnffoldinq
Thnt is [dsq, Simple,
fdnptnble nnd [ompntible
Tube & Clomp ra
Safway's Tube And Clamp. The versatile scaffolding that is:
Easy to erect and dismantle - only four basic parts are needed.
Adaptable to any scaffolding situation - high or low, inside or out, round, straight or irregular shapes.
Versatile enough to be used independently or to supplement scaffolding (depending on job conditions).
Compatible with Safua,v standard scaffold frames.
Durable CM-19 and CSA-19 clamps fasten securely to both 1.69" and 2" nominal O.D. steel tubing. Tubing is galvanized and the
drop forged clamps are galvanized or Sherardized to protect against rust and corrosion.
]F
Interlocking Steel Tubes
Galvanized 2 inch nominal O.D. tubing
with twist and lock fittings on ends.
Available in the follor.ing lengths:
ST4SG - 4ft.,9.51rs.
ST6SG - 6 ft., .rJ.25 /bs.
ST8SG - 8 ft., l6.25lbs.
ST1OSG - 10 ft., 20 l6s.
sTl3SG - 13 ft., 255 tts
ST1OSG - 16 ft., 30.5 /Ds.
Base Plate
BP.TSG 3 1t4 hs.
Provides secure footing for venical tubes.
Has twist and l<,r--k fitting to secure plate
to vertical tubing.
Base Plate
BP-I0SG 6lbs.
Can be used in place of Base Plate BP-
LSG. Female end of scaffold tube fits into
base plate tube to prevent lateral
movement.
Rigid Clamp
CRA 19 2 3/4 hs.
Rrgid clamps are used to join tubes at
right angles. Eye bolts swing up againsl
vertical tube allowing easy placement of
horizontal members. Clamp flanges
support horizontal tubes until they can be
bolted securely.
Swivel Clamp
CSA 19 3 1/2lbs.
Swivel clamps join tubes at any angle
required. Used primarily lor diagonal
bracing. These clamps have same flange
stops, eye bolts, nuts and washers used
on the right angle clamps.
Tube and Clamp Wrench
S7l7 2lbs.
Rachet and socket \.!Tench with mallet.
Access I-adder Units
SAUG 18 lbs.
SAU3 9 1i3 lbs.
Safuay Steel Climbing Ladder and
brackets should be used to provide easl'
access to scaffold. I-anding platforms
should be provided when required.
Ladder units are 17 3i4 inches wide with
12 inches rung spacing. Must be installed
with SAUB brackets.
Right Angle Clamp
CRAL2 2.5 lbs.
Light duty single size clamp. T-bolts
with replaceable retained nut and 7/8
inch collar nuts. Rated load is 625
lbs.. Single size 1.9 inch tube. Caps
and bod) hot drip galvanized and zinc
plated dichromate bolts and nuts.
St'ivel Clamp
CSAL2 2.6 lbs.
Light duty single size clamp. T-boits
r,rith replaceable retained nut and 7./8
inch collar nuts. Rated load is 625
lbs.. Single size 1.9 inch tube. Caps
and bod)'hol drip galvanized and zinc
plated dichromate bolts and nuts.
Right Angle Clamp
MS2R 58lDs.
Heavl- duty clamp is 4 inches lvide and
used to join 2 inch nominal O.D.
tubing or pipe at right angles. N{eets
or exceeds Nar'1 Specification NIIL-S-
29180A.
Swivel Clamp
lltszs 6 1t2lbs.
Heavy dury clamp is 4 inches wide is
used for bracing and compatible with 2
inch nominal O.D. tubing or pipe at
right angles. Meets or exceeds Navy
Specification IVIL-S-29 180A.
Swivel Clamp
HDSA 238 4 hs.
Joins 2 inch nominal O.D. tube bncing
members to 2 3l€ inch diameter
shoring frame legs.
Swivel Clamp
WSC 6 lbs.
Joins 2 inch nominal O.D. tube bracing
members to 3 1/2 inch O.D. hearry
duty side\ ?lk canopy posts.
o
o
Access Ladder Bracket
SAUB 5 li2 lbs.
Will attach to SAU ladder sections at
any elevation and clamp to either a
!€rtical tube or a horizontal bearer.
Provides 7 inch toes clearance.
NOTE: When installing S.{U s-vstem,
two brackets are required on base
ladder section and one on each
remaining section.
idw
I
Sofely Guidelines
SAFETY GUIDELINES FOR
TUBE AND CLANTP SCAFFOLDING
SCAFFOLD SAFETY IS EVERYONE'S
RESPONSIBILITYI
Ever!-one's saiety depends upon the design, erection, use, and
dismanlling of *afiolding by COI{PETENT PITRSONS ONLY.
Inspect your scaffolding before each use to see that the
assembly has not been altered and is safe for your use.
A wenNrruc
SERIOUS INJURY OR DEATH CAN RESULT FROI'
YOUR FAILURE TO FAMILIARIZE YOURSELF,
AND COMPLY wlTH ALL APPLICABLE SAFEW
REQUIREIIIENTS OF FEDERAL, STATE AND
LOCAL REGULATIONS AND THESE SAFETY
GUIDELINES BEFORE ERECTING, USING OR
DISMANTLING THIS SCAFFOLD.
A wenrurruc
BE SURE TO FULLY TIGHTEN CLAMPS
IMMEDIATELY AFTER PLACING COiIPONENT.
CLAMPS THAT ARE NOT FULLY TIGHTENED
WILL NOT SUPPORT DESIGN LOADS. FAILURE
TO TIGHTEN CLAMPS COULD CAUSE SERIOUS
INJURY OR DEATH.
SAIETY MUST COME FTRST!
Safuay equipment is designed and manulactured with the user
in mind. The safety that goes into each piece of equipment,
however, cannot offset erelessness on the part of the erector
or the user. With this thought in mind. IN ORDER To
PREVENT INJURY TO THE USERS of Safiray equipment, t'e
urge you to follow these safety guidelines.
Scaffold design must include analysis of load carry'ing members
by properly qualified personnel. Safuay component load
capacity and reight information is available from your Safuay
Dealer. Scaffolding must be erected, used, moved, and
disassembled only under the supenision of competent persons.
L IrRl.( tro\ {)l:1I lll,..\\l)(l-\}ll'st.\l:li()l-lrl\(;.
PRIOR TO ERECTION . ALL SCATFOLD
ASSEMBLTES.
Job site must be inspected to determine ground conditions,
strength of supporting structure, proximity of electric
p<)n'er lines, ov'erhead obstructions, wind conditions, and
the need for ol'erhead or weather protection. These
conditions must be evaluated and adequately addressed.
Post spacing and sill size can only be determined after the
total loads to be imposed on the scaffold and the lreight of
the scaffold har-e been calculated.
Stationary sczffolds over 125 feet irl height must be
designed by a professional engineer.
All equipment must be inspected to see that it is in good
condition and is serviceable. Darased or detenorated
eouiDmenl must not be used.
WARNING
Not all species and grades of lumber can be
used as scaffold plank. Wood planks used fo]
scaffolding must be graded as scaffold plank
by an approved grading agency, or specifically
manufactured for scaffold use.
7.
Scaffold plank must be inspected to see that it is graded as
scaffold ptank, is sound and in go,od condition. and is free from
saw cuts, cr"cks. notches, splits, delaminations and holes.
A fully qualified and competent person can deyiate ftom these
guidelines onl,v if it tzn be sho&n that the resulting scaffold
desigr complies with applicable codes and generdlly aocepted
scaffold engineering practices.
The scafiold assembly must be designed to comply with local,
State and Federal requirements.
ERECTION OF FIXED SCAFFOLD.
I wenuruc
FALL ARREST equipment attached to scaffold
UALNqI prevent serious INJURY or DEATH
if a fall occurs.
Scaffold must be erected. moved or disassembled only under the
supen'ision of competent pervrns. Safety equipment, including
safety glasses and hard hats, must be n'orn by all persons
erecting. moving, dismantling or using scaffolding.
1. Base plates must be centered on the sills, and be in firm
contact with both sills and vertical posts. Be especiall-v careful
when scaffolds are to be erected on soft or frozen gound. Any
pan of a building or structure used to support the scaffolding
must be capable of supporting the load to be applied.
2- Lrse base plates and sills if required by ground conditions. DO
NOT USE unstable objects such as blocks, Ioose bricks, and
similar obiects or materials.
Oa Hn*t;; tools recommended bv Saflay for erection and
4. Plumb and level scaffolding. Be sure scaffold stays plumb and
le\?l ds erection progresses.
I wanrurruc
Safi^ray "Twist and Lock" tubing, whether used
as verlical or horizontal members, must be
rotated into a locked position before being
clamped.
Space the vertical posts so that the rniaximum length of the
bearers and runners are as follows:
B.
A.
Llnifonnlv distributed load
25 lbs. per sq.ft. - (light duty)
50 lbs. per sq.ft. - (medium duty)
Bearers Runners
4 Ft. 10 Fr.3t/,Ft. 8 Ft.
o,
o'
t9"5nn::10il"*Tlii'u*lrl'",F,.J1"#Jf t";i:Iol*n'-**
A wanrurnc
All clamps must be tightensd firmly
(approximately 40 foot pounds of torque)
as erection proceeds.
Runners (horizontal run members) shall be securely clamped
to posts at each end. They shall not be spaced more than 6
feet 6 inches apart vertically, with the bottom runner placed
as close to the base as possible. Rurners must be erected
along the length of lhe scaJfold. Interlock eods to form
continuous lenlghs {'hen necessary.
Bearers are horizontal members w'hich suppoft a platform,
Each bearer clamp shall be positioned above, and in contact
with, a runner clamp. Bearers should not extend beyold their
supports more than 6 inches unless the s€affold design
requfes a longer member.
9. Bracing across the ridth of the scaffold shall be installed at
the ends of the sca.ffold and at least every fourth level
l'ertically and repeated e\€ry third set of posts horizontally.
This bracing shall form a cross configuration nhich extends
from the bottom of the inner post or rulner to the top of the
outer post or runner, and ftom the bottom ol the outer post or
runner to the top ofthe inner post or runler.
10. Diagonal bracing on both the inside and the ourside row of
posts must start as close to the bottom as possible on each
end of the scaffold run and extend upw"rd at approximately a
45 degree angle to the top of the scaffolding. lf such diagonal
bracing does not reach the top, the direction of the bracing
must be reversed and proceed to the top of the sr:ffold. This
bracing pattem must be repeated at every fifth vertical post.
Diagonal bracing may be coupled to the runners.
1I. Ties, guys, bracing anflor outriggers may be needed to assure
a safe stable scaffold assembly. The height of the scalfold in
relation to the minimum base width, nind loads. the use of
brackets or cantilevered pladorms and imposed siraffold loads
determines the need for sway and stability bracing. The
following genenl guidelines apply:
a. A scaffold must always be secured when the height of the
scaffold exceeds four (4) times the minimum base width.
See NOTE 1.
A wanrurrc
Outriggens, or other moans, may be used to
Increase the minimum base dimension of a
scaffold tower. The resulting base dimension,
howcyer, may NO LONGER BE THE tNtMUM
(or limlting) BASE DIMENSION.
Ties must be placed as near as possible to horizontal
members. The bottom tie must be placed no higher than
four (4) times the minimum scaffold base width.
Subsequent vertical tie placement will depend upon the
scaffold width. Scaffolds three (3) feet and narrower must
be tied at \€rtical intervals no more than 20 feet aDart.
Scaffolds wider than three (3) feet must be tied ar vertical
interyals no more than 26 feet apart. The uppermost tie
should be placed as close to the top as possible and, in no
case, mole than four (4) times the minimum base width
ftom the top. See NOTE l.
Vertical ties must be placed at the erds of the scaffold
runs and at no more than 30 feet horizontal inten'als in
between,
Ties must be installed as the erection progresses, and not
removed until scaffold is dismantled to that heighr.
Side brackets, crntilevered platforms, pulleys, hoist arms,
enclosed scaffolds, sloped surhces and windy conditions
introduce overturning and uplift forces which must be
consldered, and compensated for, These situations
require additional bracing. rying or guying.
Circular scaffolds erected completely around or within a
structure may be restrained fiom tipping by use of "stand
off' bracing members.
A ftee standing tower must be guyed at the inten'als
outlined above or otherwise restrained to prevent tipping
or overtumlns.
12. Work platforms must be fully decfted with platform units in
good. sound condition. Platform units may be individual
scaffold grade wood planks, fabricated plank, hbricated
scaffold decks or fabricated scaffold pladorms.
a. Scaffold platforms and walkways must be at least 18
inches wide.
Each end of each plank must overlap its support by a
minimum of 6 inches or be cleated.
Each end of each platform l0 feet long or less must
overhang its supports by no more than 12 inches. Each
end of each pladorm longer than 10 feet must o.!€rhang
its supports by no more than 18 inches, Larger
ol€rhangs must be guarded to prevent access to the
o\€rnang.
Materials must not be stored on overhangs. Do not
stand on platform overhangs.
Each plank on a continuous run scafold must extend
o!-er its supports by at least 6 inches and overlap each
other by at least 12 inches.
Spans of 2 inch by 10 inch nominal s:afiold grade plank
must neyer exceed 10 feet. No more than one person
must stand on an individual plank at one time. Loads on
planks must be ever y distributed and not exceed the
allowable loads for type of plank being used.
Secure platform units to scaffolding to prevent uplift
caused by high winds or other job site conditions. Use
latches, if supplied by platform manufacturer, or other
suitable means,
13. Guardrails must be used on all open sides and ends of
raffold platforms. Both top and midrails are required. Local
codes specify minimum heights where guardrails are
required. Use at lower heights if falls can cause injury.
14, Toeboards must be installed whenever people are required
to work or pass under a scalfold pladorm. When materials
are to be stacked higher than the to€board, screening is
required from the toeboard or platform to the top guardrail.
15. Access must be provided to all work platforms. If access is
not available from the structure, access ladder units or
stairwa)'s must be provided. When access ladder units are
prolided, a rest pladorm must be installed at vertical
inten"ls of 35 feet or less. Attachable ladder units must
extend at least three (3) feet aboye platforms. Install
acoess ladder units as scaffold erection progresses.
16. Use fubricated decks or cleated plank to minimize platform
interference in access areas.
17. Bearers may be used to provide a cantilevered support for
use as brackets for light duty scaffold. If used in this
manne!, they shall not exlend more than 20 inches nor
carry more than t\r-o 2 x l0 inch planks unless knee braced.
18. Cantile!-ered platforms must be specifically designed for
that purpose, and adequate ties provided to prevent
ovefturnlng.
19. Nlaterials must never be placed on cantilevered platforms
unless the assembly has been designed to support material
loads by a qualified person. These t,?es of pladorms cause
overturning and uplift forces which must b€ comp€nsated
for.
20. DO NOT install pladorms between free standing towers.
21. Nlaterial hoists and derricks should not be mounted on a
scaffold unless the scaffold is specifically designed for that
DUTDOSe,
@
o
o
22. CHECK THE ENTIRE SC,AF-FOLD ASSEI'IBLY BEFORE
USE. Thoroughly inspect the completed assembl.v to see
that it complies with all safety codes, all fasteners are In
place and tightened, it is level and plumb, $ork platforms
are fully decked. guardrails are in place and safe access ls
provided.
C. ERECTIO\ OF ROLLING SCAFFOLDS.
The following additional precautions apply to the erection of
rolling towers:
1. Height of the rolling toraer must not exceed four (,1) times
its minimum base rvidth, or 40leet, whichever is lorver. See
NOTE 1.
A wenr.trruc
The load rating of the casters used will limit
the size, configuration, and load capaciiy of
the rollinq tower.
J.
4.
All casters must be secured to adapters with nuts and bolts
Horizontal diagonal bracing must be used at the bottom and
top of rolling towers where the top work platform is more
than 9 feet above the surface. ffhen rolling torvers are to
be erected higher lhan 9 feet, the 6rst bracc must be no
more than 2 feet above the casters, the others at no greater
than 2l foot inten'als above. Fabricated planks Nith hooks
may be used as diagonal braces.
Platform units with hooks, or cl€ated planks, must be used
0n rolling to\rers.
| \1. 0| \( \ | li( )l.l)s
ALL SCAFFOLDS,
Each time before liou use the scafiold, a competent person
must: inspect the scaftbld assembly to be sure it has not
been altered, is assembled correctly, is level and plumb, all
base plates are in firm contact t'ilh sills, all bracing is in
place and securel!' tightened, all plalforms are fully decked,
all guardrails are in place, saJe access is provided, it is
properll' tied and,br guyed, there are no overhead
obstruclions, there are no energized electric power lines
within 12 feet oi the scaffold assembly, all clamps are fully
tightened. and cor-rect any deficiencies prior to use.
Use only proper access. Do not climb bracing or vertical
posts. Do not climb any scaffold component unless it is
specifically designed lbr that purpose.
Climb safelv!
2.
B.
DO NOT erect scaffolding on wagons, trucks or other wheeled
vehicles.
Stand oni-v within the platform area; do not try to extend rvork
area by leaning out over guardrailing.
USE OF ROLLING TOWERS.
ALL OI'THE ABOVE PRECAUTIONS PLUS:
I. DO NOT RIDE T{ANUALLY PROPELLED ROLLING
SCAFFOLD. NO ONE MUST tsE ON,{ ROLLING TOWTR
WHILE IT IS BEING I\{O!TD.
2. Lock all casters before getting on a rolling tower. Casters
must be locked at all times the scaffold is not being moved.
3. DO NOTbridge between rolling towers.
4. Remove all materials from scatrolding before moving a rolling
tower.
5. Ile sure t-loor surface is clear of obstructions or holes before
moving scaffold.
6, Be sure there are no overhead obstructions or energized
electric power lines in the path $'hen moving a rolling tower.
7, Rolling torvers must only be used on level surfaces.
8. Nlove rolling towers from the base level only. DO NOT PULL
OR PUSH from the top.
lll,lrl\\1 \\ ll.l\{, \( \1. I1)l l):.
The folkrwing additional precautions apply when dismantling
scaffolding:
A wanrurle
It may be necessary to add parts to a
scaffold before it can be dismantled safely.
PRIOR TO REIUO\AL OR LOOSE\-ING of any component,
consider the effect the removal of the component, or the
loosening of a joint, will have on the strelgth of the remaining
assembly.
Check to see if scat'olding has been altered in any rvay which
would make it unsaie. If so. reconstmct where necessary
before beginning the dismantling process.
2.I
5.
II
1.
4.
5.
6.
7.
1
a.
b.
c.
cl.
Face the rungs as you climb up or down.
Lrse both hands.
Do not try to carry mate als !'hile you climb.
Be sure of your footing and balance before you let go
with your hands. Keep one hand firmly on frame or
ladder at all tmes.
e. Clean shoes and rungs to avoid slipping.
DO NOT work on slippery platforms.
DO NOT overload platforms with materials.
Do not extend working heights by standing on planked
guardrails, boxes, ladders or other materials on scaffold
platforms.
DO NOT loosen, detach or remove any component of a
scaffold assembly except under the supen'ision of a
competeni person. Components that have been removed
must be r€placed immediatel-v.
3. Use onlt- proper access. Ilo not climb braces or vertical
members. Do not climb scadold components unless they are
specifically designed for that purpose, Do not stand on
pladorm overhangs.
4. Do not remove ties until scatfold abol'e has been removed.
5. Visually inspec-t each plank to be sure it is supported on both
ends and is saJe to stand or work on.
6 Do not accumulate removed components or equlpment on the
scaffold.
7 Lorver components io a sale manner as soon as dismantled.
I)o not throw components off scaffold.
8. Stockpile dismantled equipment in an orderly manner.
9. Remove compone.t immediately after loosening clamps.
Understanding and follo\aing these safety guidelines will increase
your personal safety and the Ml'ety ofyour fellow workers.
NOTE 1:
California and some other states require a height-
to- minimum base width ratio of three to one (3:1).
Refer to the governing codes tor your job location.
NOTE 2:
ADDITIONAL INSTRUCTIONS AND
INFORMATION ARE AVAILABLE FROM
SAFWAY STEEL PRODUCTS INC.
REGARDING:
VIDEOS ACCESS
ASSEMBLY WEIGHTS
LOAO CAPACITY TRAINING
BRACING & TYING PLANKING
PARTS IDENTIFICATION SAFEWTIPS
ERECTION PROCEDURES DISASSEMBLY
ENGINEERINGASSISTANCE WALLETCARD
a Notes a
o
o
o
TunS Clomp Scoffolding
Tl|E IOI'IPIEIE SflFhIflY LIIIE
r Sectional Scaffolding
I Systems'n' Scaffolding
r Power Swings
r Rolling Towers
r Shoring
r Tube & Clamp Scaffolding
All dra{'ings in this brochure are for illustrative
purposes onlv.
This brochure is intended for general information only.
Because of the many variables which affect the
pe ormance of this product line, some of the
information in this brochure ma,v not apply. For speciiic
applications, contact Safyay.
Note: Erection, use, maintenance and disassembly
must confotm to current Saiw*ay instructions as lvell
as ALL federal, slate and local legulations. Copies
of lomplete safety guidelines ft)r these and other
products are available from Safuay crr your Safwal-
I)ealer withour charge.
SAFWAY STEET PRODUGTS INC.
N14 W23833 Stone Ridge Dr. Suite 400
Waukesha, Wl 53188 (414) 523-6500
(800) 558-4772 r Fax (414) 523-6595
KhB
,n
<,4
o 1996 Safq,'ay Steel Products Inc. All Rights Reserved.1V96 ORN 401
Providinq lhe |'|ost tlelsnlile
Suspended Sqslems flvniloble
v \ -,/
-!-
\--
,jd
TABTE OF CONITNTS
Electric Motnr Specificatiorx . . 4-5
Fall Arrest Equipment...... .. 10
Light Duty Work Pktforms . . . 6-9
Saturn Modular Work
P\atforms.............. 6-7
Standard Modular
Stagu.... ....... ...... 8-9
Modular Knck-hun
Worh Cqe............... I
Modular lt/ork Coge
wfth Ennxinn & Walk-By
Stirrup..... .... .. ... .. . . 9
Suspended. Stage System .. 11
he-assembled Platfor ms /
Work Cag*............. 10
Bosunb Chair ........... 10
Fold-Up Work Cage.... ... 10
Inu Profile
Ihoch-Down Cage... ..... 10
Riggin4 and. Amhors.. .. .. ... 12
Outrigger Fmme......... 12
Whaleba& Frame........ 13
Safety Guifulites .. ....... 14.15
"sF-x*'r{fr
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,ttl
, t I lt.
', t | |'
''r,t. rlllirl,,,,l"r,,,,'
/
/
/
/i/$
/ '''l
/
/t
Your [hoice Sqslemsofl|nilous Suspended
WHYSAFWAYS
SUSPENDED SYSTEMS?
r Variety of work platforms
and cages in a wide choice of
lengths and confi gurations.
I Virtually unlirnited verlical
travel without rerigging.
r Choose finm interthangeable
electric units that power the
climbing-t1pe traction hoists,
rated to carry gtoss weights
of 700 - 1000 pounds, at 32
or 35 feeUminute.
I Choose from several rooftop
rigging systemsthat are
pre-en$neerco lor easy use.
I Choose from work platforms,
bosun's chairs, or one- or
two-person work cages which
may be disassembled to fit
thmugh small openings such
as those found in vessels,
boilers, etc.
$ntum flimbinq-Tqpe
The Pouer Behind the
Ttnction
Sqsteml
IN THE EWNT OF
POWERFAILURE
I 'No Power' controlled descent
feature which lowers the
hoist by gravity in the event
of a power failure.
I Electromechanical brake
automatically holds in the
event of a power
iniarnrnfinn
r Light goes out to indicate
loss of power.
MAINTENANCE
INDICATORS
I Hoists indicate when it's time
for maintenance with a built-
il hour meter.*
I Clear plastic rrrindow in
mechanical secondan' brake
gives you a visual cue for
maintenance.
OPER.{IING FEITURES
I Automatic reeving after the
5i16" diameter wire rope is
passed through the secondary
brake, into the drive unit.
r Quiet power to allow workers
to concentrate on their jobs.
I Unique mounting design
allows hoist to stand erect for
convenieat installation and
maintenance.
EMEBGENCYDEWCES
r Secondary brake detects
overspeed condltions and
locks onto wire rope.
r l\{otors automatically stop
when control switch is
released.
I Emergency stop button cuts
off all power to motor.
(Available on 35X and 32L
models only.)
* Available on all ETH 35X
and ETH 35S models. Also
available on ETH 32L models
rvith serial numbers SNH0051
and above.
4
1,000 ETH35X Electric,single
phase.
60 Hz, 9 amp,
200V @ motor,
1 1/2 HP
Electric, single
phase,
60 Hz, 7 amp,
20'0V @ motor,
I II2 HP
ETH32L Electric,single
phase,
60 Hz, 11 amp,
100V @ motor,
3/4 flP
28 14 r2.i5 124
28 13.5 t2 124
24.75 13.6 t2 82
All motor,. require 5i 16' diameter. Right Regular La1'. 6 x 19 Fiber Core, black or
galvanized wire rcpe and all motors include automatic reeving.
SPECIFICATIONS
Speed Operating
Capacity FtJMin. Model No. Characteristics
Hoists
Dirn in Inches Wt. in
HDWLbs.
HOISTS COMPATIBILITY
f4'tr
Saturn Saturn Swing Stage One-/two- Fold-Up
Modular Saturn Walk- End Stirrup person low-Back Work Bosun's
Work Stage Walk-By Through Stirrup (TH20l) Work Cage Work Cage Cage Chair
////
Snlurn Suspended l'lodulnr St]stems
I Easy to Tlansport
AII comporwnts needcd to
complete a 4A-frct stage can
be starked and. shipped on a
singlc pi.chup truch.
r Simple to Assemble
lbo worlwrs can ossemble a
complete 40 foot stoge in 15
ninutes or lus.
r No Tools Needed
Assemble a complete 40foot
stage without tmk.
r Wide Choice oflcngths and
Configurations
S tanda r d co mpone nts giu e
you flexibility to mnfi4ure a
wid,e uariety of lcngths to fit
your spaific need.
I Add Extensions, Hinges and
Corners Easily
Ad.d. euen more uursatility to
our basic parhage with
extensions, hinges and
corners to mmplement most
building shapu.
Wolk-Thru Srirnrp
VSMWWTS qnd
Connecling Fromevsl wcF Extension
Sin ctrrre
\/SMWE
Wqll Roller
vsMwwR
Floor Pin
vsmwFP
CORNER COMPONENIS
FOR ENGINEERED
PIAITORIII SYSTEMS
trt rltlltIT7
15" 3('"
wt\-YT7
45" 60"""2\--
-iil!F
NOTE: These sections ore
connecled with o <onnecring
frome (VSIAI|/CF) dnd
supported by o Wolk-By
or !r\tolk-Throuqh Slirl|Jp,
TYPrcAI. ENGINEERED
P|AITOR'VI
CONFIGURATIONS
NOTE: Other <onfi gurorions
ore ovoilobb. Pleose ronsult
Sofwoy for other combinotions.
SAT(NN MODUIAR STAGE COMPON ENTS
Description Part No. Wt in Lbs. Description Part No Wt in Lbs.
End Stirmp . VSI{WESI ...........60
Walk-Thru Stimrp .....VSNIWWTS ......... 100
Connecting Frame .....VSMWCF............ 28
Walk-By Stirrup . . . . . . . VSI\MWBS . . . . . . . . . . 70
5 Ft. Floor . .. VSII{WFS ............21
10 Ft. Floor .. VSMWF1O ...........42
2.5 Ft. Extension
F10or.... . . VSMWI25X . . . . . . . . . . 10
End Srirrup
vsMwESl
Floor Pin . . . . VSNIWFP .... .. .... . 1.7
5 Ft. Side
Panel .. .. .. VSNf\4fPs . . .... .. . ..22
l0 Ft. Side
Panel . .. . . VSIUWP10.. ... . ... ..40
sFt.ftpRail .VSNIWIR5...........4
10 Ft. Top Rail . . . . . . ., . VSN{WTRIO. . . . . . . . . . . 8
2.5 Ft.Extension
SectionFrame .......VSNME,........... 58
Extrniion
Stn ctrrrevsill tE
Floor - 2.5 Fr.
vsMl rf25x
SidG Pqn€l - lO Ft
vsrYlwPt o
Floor - lO Ft-
vsr\^wFr o
SidePonel-5Fr.
vsMwP5
Floor Pin
vsrst tFP
l'ftv
Woll Rollar
VSMW\ rR
Floor Pin
\/SMu,FP
Courion Lgbel
|nst'uclion LoH
Configu rorion Lobel
Sntum $uspended l'lodulor Plntf0rms Pails Lists
The "Standard Configurations"
on pages 8 and 9 are the only
combinations that were pre-Ul
Classified for use as l- and 2-
point suspended scaffolds
(classification applies to load
capacity only). These systems
must be assembled using the
parts as shown.
Note: Other configurations are
available. Please consult
Safway for other combinations.
Description
L€ngth (Ft.)
Part No.10
End Stirrup
Connecting Frame
5 Ft. Floor
l0 Ft. Floor
5 Ft. Side Panel
l0 Ft. Side Panel
5 Ft. 'lbp Rail
l0 Ft. 'lbp Rail
Floor Pins
l\hll Roller
VS]'I!VES 1
VSYWCF
VS\{WF'
VS],IWF1O
VSIIWP'
VSIUWPl(]
VSN{WTR;
vst\IwTR10
VSNlWFP
VSITI'v!rylR
!,
I
2
2
2
2
I
l!22!
11223
tll
tl:3D
222
21466
:22
21166
.1 .l 66 8
22'222
2
4
2
3
4
6
4
6
10
.)
2
.J
2
Standard Configuration for Floor Connections
10
r0
10
750
845
510 10 10 10 10 10
510 10 10 10
510 10
5
1,000 1,000 1,000 1,000 1,000 1,000 ?50
214 297 402 467 571 636 741
Rated Platform CapaciW &be ,)
'lbtal t/!'eight (Lbs.)
-Poinl Suspenraon
Length
5Fr.
I€ngth (Ft.)
Description Part No. 12.5 l5 17.3 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45
Dnd Stirrup VSNIWESI I
ConneclingFrame VSIIMCF
Stirmps* VStrfwlVBS 1
5 Ft. Floor VSIIWFS
l0 Ft. Floor VSI{WF10 1 1
i Ft. Srde Panel VS\f\4'P5
10 Ft. Side Panel !'SM\4?10 2 2
5 Ft. Top Rai) \'SMllTRs
10 Ft. Top Rail VSM!\'|R1O 2 2
2.5 Section
Exfension V.sNnVE | 2
2.5 Extension
Description Part No.
End Stinup VSMIVES1
\lhlk-By Stinups VSM!\ryVBS 1
Connecting Frame VSMIVCF 1
Extension Section
frame VSNIWE 2
Extension Floor VSNI\ryF25X 2
2
1l1ll1
111122223344
121212121212
l1 11 1122
112222333333
22222214
224144666666
22222244
224444666666
Floor Pins
\\hll Roller
VSNTWFP 2
VSNI!W!? 2
Rated Platform Capacity (lbs.) 1,000
TotalWeight Obs.) 301
Floor VSNl\tl'25X I 2 t
VSNIWFP 3 4 5
VSNIIWIR 2 2 2
Floor Pins
Wall Roller
212
656
222
1212
910 11 12
2222
r212
7878
2222
Standard Confrguration for Floor Connections
10E10E10E10E108r085E
E 10 510 10 10510 10 10 l0 10 105
E E 5 E 10 10510 10 l0 10 10 10
E E E 10E10510 10 10
EED551O
EE5
E
Ndc '8" inditates nnrts VSME with VSI\MF2SX
Rated Platform Capacity (Lbs) 1,000 1,000 1.000 1,000 1,000 1,000 1,000 1,000 i,000 1,000 ?50 ?50 750 750
lbtal Weight (l,bs.)373 449 478 553 543 618 U7 ',i23 ?12 788 816 892 g21 996
* You can us€ either \\hlk-By Stirntps (VSNl\\rWB.s) or Walk-Thru Stirups IYSI{\\'\\TS).
SuspensionPre-flssembled Plntfoffi s !^lith l-Point
Work Coge
with 2 Swivel
Building Rollers
lA|ork Coge
Exlension
rvirh 2 Swivel
Euilding Rollers
Description Part No. Wt. in Lbs.
\York Cagervith 2 Rollers (.{bove) ...TH011 ..........154
!\brk Cage Exbension rvith 2 Rol]ers (Above) ...TH012 ........,,11?
Ilosun'sCharr(Above)....., .......TH0i5,,.......48.6
Lorv Back \lbrk Cage (Above) ....... VSLBWC ........102
$f Inrv Back Work Cage Wall Roller. . . .
Fold-Up Work Cage-4 Ft (Above) ....VFWBL4. ........157
Fold-Up Work Cage-6Ft.. VFWBL6. . . . . . . . . 187
p614-lrp Work Cage-8 Ft.. VFWBLS. .. . . ... .213
ACCESSORIES_
Fall Anest Equipment
and. FaIl Protection
Components
Body Harness
Rope Grab for either 5/8" or 3/4"
Lileline
4' Lanyard with Shock
Absorber
Polypropylene Core rvith
Polyester Jacket Lifeline 5/8" or
li/4" Diameter
I Allows access to smaller
work openings or areas, such
as chimneys or boiler access.
I Lightweight for easy
maneuvenng, erectmg ano
anspornng.
Low Bock
Work Coge
,,ffi'ffiY(/ a
4
c1@r-\
10
$uspended Stn0e $qstem
r Duty rated for 2 person (500
lbs) or 3 person (750 lbs.)
loads.
rAvailable in 20", 24" and 28"
stage widths.
r tlexible locations for stimrps
and guardrail posts.
r Stage lengths available in
even numbers from 12' to 40'.
r Great for building
maDrcnance, pam@rs,
window cleaners.
WHEN ONDERING,
PLEASJE SPECIFY
1. Length of stage,
2. Width of stage and
3. Iluty rating.
2-Point Suspension
Part No,Wt. in Lbs.Description
Stirrup Guardrail Post
Stage Guardrail Post
Aluminum Stages
(Shorvn hen in the most rvidelS-' used sizcs.)
28"W x 32'LSperson. ...... VAS*2832-3
28" W x 28' L 3 person. . . . . . . !'AS*2828-3
28" W x 24' L 3 person. . . . . . . VAS*2821-3
24"Wx 30' L 2 person. . . . . . .'v'AS*2430-2
24" W x 24' L 2 person. . . . . . . \AS*2421-2
* When ordering, enter either an Lor W in place of the asterisk.
Swivel llullion Roller with Clamps. . . . . . . TH005
\lide I\{ullion Buildrng Roller
8.5
G'-
u-
t"JtE
11
Inl'latable llullion Roller . .. .. TH033
0utriqger Beom ond Frnme Stlstem
I Entire system disassembles
to fit in standard elevator.
I Cast imn counterweighis
complete with specially
designed slot for positive
attachment to Safuay's out-
rigge.r beam assemblies or
ournggel rames.
I Easy to transport and
assemble.
I Use aluminum or steel beam
rated to carry 1,000 pounds
(maximam overhang - 2ft.
for TH013 steel beam or 4 ft.
for TH024 aluminum beam).
r Available in mlling or
stationary models. (Solling
model shown at right.)
USEWTH:
: One point suspended plat-
forms (i.e. cages, bosun's
chairs, etc)
r Use two assemblies for 2-
point suspended platforms
(i.e. stages and modular work
platforms)
CONSISTS OF SEASY-
TAASSEMBLE PARTS:
2 Outrigger Beam Support
frames
3 Cross braces
1 Aluminum or steel outrigger
beam assembly
4 Base plates or casters
Required number of coulter-
welgn[S
(A counterweight chart
speci-fuing the number of
munterweights required
for each orrrhang is attached
to each Safway outrigger
suspension system.)
Description Part No. Wt. in Lbs
0utrigger Beam Support Frame
Cross Braces
12'x 3' .. .8123 ... ...........27.412'x4',. .8124 . . .. . . . . . . . , . . 28.0
10' x3'.. .8103 . . . . . . . . . . . , , . 15.810'x4'.. .8104 . . . . . . . . . . . . , . 16.5
8' r 3' .. . .883 .. .. .... ... .. , . 13.88'x4'... .B84 . . . . . . . . . . . . . . . 14.3
Steel Outrigger Beam Assembly (maximum 2 ft. overhang)
(includes shackles and plate) . . .TH013 , . . . . . , . . . . , 132.0
Aluminum Telescoping Outrigger Beams (maximum 4 ft. overhang)
(includes shackles) . .TH021 . .. . .. .. . . .. 111.0
Casters
8" Diam. Rubber ....C84. .....13.8
8" Diam. Steel Caster ..... . . .C8S . . . . . . . . . . . . . . . 13.8
Screw Jack with base plate , .....A11S .....15.0
Screw Jack (to use rvith casters)
Rn
@
i
+
tl
rTt:-Trl
LII'(__J
12
Counterweighis as required
rAllows TH024 Aluminum
Beam to overhang 6 feet,
thereby inaeasing your
reach.
r Disassembled units fit into
an elevator.
t'r|hnlebnc]t for 0utriqqer Beom dnd Fldtne Sqstem
Part No. Wt. in Lbs.
E--H - -- Counberweight Hanger (works with Aluminum
'l'elescopic Beam-TH024only) ............ TH243 .... , . . .46.0
ffiuty
q==-ffi Aluminum Parapet Clampd! I/ wrth sharkle
Description
Shaleback Beam Support System (Above)..... TH070 .........154.7
Cross Braces (See opposite page)
Aluminum Outrigger Beam Assemblv (See opposite page)
Base plates (See opposite page)
Counterweights (See opposibe page)
Other Rigging Components
Miscellaneous
sAFWAy suspENDEo ta^$tD sAFETy cutDE'NEs
Scaffold Safetv is Bvelvone's Responsibrlity
Everyone's safetit depends upon the proper erection and safe use of
scaffolding. Inspect 1-our scaffolding before each use to assure that
the assembly has not been altered and is ..afe for ],our use,
Amnuno
SERIOUS INJURY OR DEAIH CAN RESUTT
FROM YOUR FAILURT TO FA'}TIUARIZE YOURSEU
AND COMPTY WIIH Att APPIICABLE SAFETY
REQUIREMENTS OF TEDERAL sIATE, AND LOCAI
REGUTATIONS. UNDERSTAND IHESE SAFETY GUIDE.
TINES AND SAFWAY'S OPERATION AND
MAINTENANCE INSIRUCIIONS BEFORE ERECIING,
USING OR DISIVIANIT.ING THIS SCAFFOID.
NOTE: All personnel on suspended scaffolds are required to wear a
fall arrest device properll' attached. The lifeline must be attached to
a structurally sound support independent of the scaffold support.
SAFET\ }IUST CON{E FIRST!
SafwaS' equipment is designed and manufactured rvith the user in
mind. The safety that goes into each prece of equipment. however,
cannot offset carelessness on the part ofthe erector or the user. Slith
this in mind. IN ORDER T0 PREVENT INJURY T0 THE USERS
of Safwal' equipment, we urge yor.l to follow these safetl; guidelines.
I. ERECTION OF SUSPEI\DED SCAFFOLDING
Awanuruc
IF EXPOSED TO THE POSSIBIUW OF A FAIL DURING
RIC€ING, PROPERLY ATTACHED FAI.I ARRESI OR
PREVEMION EQUIPMEM MUST BE WORN.
A. PRIOR TO ERECTION.
Rcad the opcrating and maintenance instructions provided with the
hoist equipment and fbllow thern at all tirnes. Befirre rnstallation.
nssule roof or supporting strurture is capable of safell supporting at
least ,1 times the ratcd load of the hoist and rigging eqr.ripment.
Inspect a1l tquipment before using and assure all bolted connections
arc trght.
Wcight ofpersonnel, material and components on the scaffolding rnust
not exceed rating of thc hoist and rigging system used.
BRECTION OF SLISPENDED SCAFFOLDING.
Outrigger beirrns, parapct clamps or roofhooks may be ttsed to suppoit
the .'uspendetl scaffokl. IIE SLTE thc building is capable ofsupporting
thc necessa4 loads. In addition. each ofthese devices must be attached
to u structurally sor:nd portion of the buikling rvith a suitable treback
to prevent accidental movcment o1'the outrigger beam. parapet clamp
or loof hook.
l'icblcks nrusr havc the eqr.Livalent strengh of the hoisiing ropc.
'l'icbacks shrll be installed without slack. lVhenever possible. trebacks
must be instulled at ri*ht anglt's to the face of the buildrns. lf tro-
backs cannot be installed at right angles. trvo opposing angle tiebacks.
wirhout slack. shall be r,rsed for each outrigger beam. parnpet clamp
and roof hook.
il. Parapet clamps trnd roof hooks must only be installed on parapet s after
it has been determinecl that the parapt't can rvithstand the lated load
bending folces imposed upon them.
7.
Overhang ofoutrigger beams must not. exceed the maximum allowable
dimension as shown in the appropriate instructions for the load
being Lrsed.
Countenveights shall provicle a minimum safety factor of 4:1 against
ovcrturning. Each shall be made of nonflorvable material and perma-
nentll'marked with its weight. All counterweights must be securell-
fastened to the outrigger beam or to -some other securell' attached
structural membcr designed for that purpose.
r\ll overhead riggrng. counterweights. anchoragcs and connections
rnust bt'secured and adequately restrained from moyement in anv
direction.
\\rhen installing the Power Srving traction tlpe horsting machines.
mnke surc rire ropes are long enough to extend from the highest point
of support to the lowcst point of the structure plus 10 feet required for
Power Swing reeving.
c,DO NO'l' install scaffold in the vicinitl, of power lines until ihe power
service company hlts been conhrcted and the clectrical porver has been
tliscnnnectt'd.
NEVEIT install scaflblds in the r.icinity of exposed electrical circuits
until it is assured that sr.Lch cxposed circuits cannot affect anv part of
the scallbld asscmblr:
Handle lll ecluipment wiih care, and prevent,,vire ropes from
becoming kinked. I)O N0'l' drcp equiprnent dunng handling, loadrng
or r.rnloading. D0 NO'l in-.tall or use damirged equipment.
Connection of wire rope to the rigging must bc mtrde with
proper littings designed for that purpose. See the operating and main,
tenance instructions pronded with thc hoist equipment. NEVER rirap
rvire ropcs around ovelhead rigging or use makeshift derices. Hoisting
machines on multilevel .suspension scaffold-q must be located on the
samt ccnterline as tht rigEnt.
Two or nole scalTirlds must not be combincd in a run bv lapping
platforrns on onc stirrup or bv bridgrng hetween them. except fbr multi-
11.
1{).
Amnuno
ANY OT,IRIGGER BEAIVI, PARAPET CI.AMP OR
ROOF HOOK USED TO SUPPORI THE SUSPENDED
SCAFFOID BY W|RE ROPE IAUST BE PROPERTY TIED
BACK TO PREVENT A CATASTROPHIC FAILURE OF
THE SUSPENDED SCAFFOLD. NEBACKS SHAtt BE
INSIALI.ED WITHOT'T SLACK TO A STRUCTURALTY
SOUND PORNON OF THE BUIIDING.
Awnnxrno
I}O NOT SECURE THE BOTTOM END OF IHE WIRE
ROPE USED TO SUSPEND THE SCAFFOID. WIRE
ROPE CAN BECOME KINKED AND BREAK IF THE
BOTTOM END IS PREVEMED FROM ROIANNG
FREETY AS IHE SCAFFOTD IS MISED AND
IOWERED.
B,
I1
1:.
13.
point suspension scaflblding or specifgineered systems. Doing so
could cause riggrng or platform to fail.
Assure platform and toeboards are properly' installed and stagrng
(platforrn) is secured to the stimrps or frames. Make sure that
guardrails and miclrails are properly installed on all open sides and
ends of rhe work platform. Use rvire mesh screen between guardrail
and toeboards if people are required to work or pass under the
suspended scaffold.
Angulated rope suspension si'stems. lashing or other devices shall be
used to minimize swar.ing of scaffolds. Window cleaners' anchors shall
NOT be used for this purpose.
USE OF SUSPENDED SCAFFOLDING.
NEVER STEP ONTO.A SUSPENDED SCAFFOLD UNLESS YOU
ARE WF.ARING A PROPERLYATIACHED FALL AXREST DEVICE.
llhen using the drum type hoisting machines at least four turns of the
wire mpe must remain on the drum at all times. The end ofthe wire
rope must be properly secured to the drum.
S'ire ropes, aluminum plaiforms and other parts of the scaffold are
susceptible to serious damage if exposed to fue, undue heat, corrosive
atmospheric conditions or corrosive chemicals. D0 NOT USE
suspended scaffolds in corrosive atmospheres or with corrosive
chemicals. Take precautions to protect wire ropes when using uclding
equipmeni. Ifexposure to lhese conditions occur or is suspected, notify
5'our employer immediately and discontinue use of the scaffold.
Amnnnc
DO NOT USE SAfWAY EUCIRIC POWER SIA/II{GS IN
AN EXPTOS]YE ATIIOSPHERE.
7.
Periodically inspect the wire rope for damage and rvear, lubricate as
needed and retighten the twin base cable clamps. INSPECT and TEST
each time before use and/or after rerigging.
Insure that periodic lubrication and other specified maintenance
procedures are fully complied with. NEVER alter, remove or substitute
parts or components of the hoisting machine or scaffold.
Before using electrically operated hoists. assure that the electrical
power source and all power source connections are properly grounded.
that the po&€r source is of the proper phase and wltage for the hoist.
and be sure insulation of wire and ctnnections are in good condition.
Impose loads on suspended scaffolds gently and without impact. D0
NOT load equipment be1'ond rrcommended load capacities.
Do not weld from a suspended sca{fold unless all precautions noted in
the operating and maintenance instruction book are implemented and
follorved.
When using a rolling outrigger system the following addiiional
special precautions apply:
a) Use casters, outrigger base frames and outrigger beams only with.
in the limits specfied on the instructions and literature supplied
with the equipment.
b) Be sure loads imposed on the structure by the caster are
dissipated by using devices to distribute the loads.
Use guide channels and mo\€ system only n'ith suspended
platform at its lowest positron.
DO NOT ride the suspended platform while the rolling outrigger
system is being moved,
Keep counterweights within the scaffold base dimension and
smure them in position.
Ifoutrigger height must be increased. D0 NOT raise hrgher than
two times the.systefinirnum base dimension withoui increasing the
ngglng Dase olmenslon.
g) Tie the outrigger beam to the structure when in use.
r0.lVhen using an air operated hoist, NEVER disconnect the air hose
while the compressor is running and the lines are pressurized.
If damage or defects develop in the wire ropes, hoisting machine or
other scaffold components as a result of use or abuse. discontinue use
and notify your employ'er.
Contact your Safway Dealer for specral rigging or application information.
Amnnno
SEVERE INJURY OR DEATH CAN RESULI FRC'M
IMPROPER USE OR ASSEMBIY OF HOIST
SUSPENDED SCAf FOII' PRODIJCTS.
DO NOT USEASUSPENDED SCAIFOLD UNLESS:
. YOU ARE WNARING A FAIT ARREST DEVICE. PROPERLY
ATTACHED.
. YOU TLAW READ A\D T]NDERSTAND THE OPERATION
MANUAL.
. YOU TLAVE PERSONALLY DETERIVIINED THAI:
_ THE ROOF SUPPORT SYSTF,NI IS CO]\{PLETB. PROPERLY
ASSEX{BLED. COUNTERWEIGHTED OR OTHERWiSE
ANCHORED, TIED OFFAND NOT OVERLO.ADED,
_ W]NCHES ARE NOT OVERI,OADED.
PLATFORNIS ARE NOT OVERLOADED,
GUARDRAILS ARE PROPERLY INSTAI,LED.
ERECTION AND USE OF HOIST SUSPEMED SCAFFOLD
PRODUCTS IVIUST CO}IPLY WITH SAFWAYS INSTRUCTIONS,
OSHA AND OTHER APPLICABLE CODES. COPIES ARE
AVAILABLE FROM SAFWAY WITHOUT CFL{RGE.
NOTE:
ADDITIONA], INSTRUCTIONS AND INFORI4ATION ARE
AVAII,ABLE FRO},I SAFWAY STEEL PRODUCTS INC.
REGARDING:
14,
C.
\,'IDEOS
ASSEIVIBLY
LOAD CAPACITY
BRACING & TNNG
PARTS IDENTINCATION
WEIGHTS
TRAINING
PLANKING
SAI'ETY TIPS
DISASSEI\{BLY
ERECTIONPROCEDURES RIGGING
ENGINEERINGASSISTANCE COUNTERWEIGHTS
ACCESS FALL PROTECTION
All drar.ings in this brochure are for illustratrve purposes oniJ:
This br<rhure is intended for general information only. Because of the manv variables
which affect the performance ol the product line, some of the information in this
brrcchure may not apply. l'or specihc applications. contact Safivay.
Note: Erection. use, maintenance and disassembly must mnform to current Safway
instructions as rvell as ALL federal. state and local regulations. Copies of mmplete
safety guidelines are available from Safway without charge.
15
T]|E IOI'IPLETE SflFI^IflT TIIIE
I Sectional Scaffoldrng
I Systems'' Scaffolding
I Power Swings
r Rolling Towers
r Shoring
I Tube & Clamp Scaffolding
r\li drawings in this brochure are for
illustrativt: purpose only
'llt- hroihur'r. i" inlended ftrr gcneral
inftrmation onlyr BecarLse of the many
variables which affu:t the perforntnce of
rhe product line. some of the information
in this brochure nruv not appll'. For
specihc applications, contact Safwal
,\ble: Erection. use nraintenancc and
d sr-renbll nrrril ( )nform lo (lrrtFnl
Safway instructions as well ls AJ,L
l.,leral. st:,tr'.rnd l.",rl tcgu.:rtion. Cr,pi"s
ol complett' safetv guidelines tirr these and
oihcr products are available from Salway
without chruge.
SAFWAY STEEL PRODUCTS INC.
Nr 4 !1/23833 Stone Ridge Dr. Suite 400
Wa!kesha, W 53188 (414) 523'6500
(800) 558,4//2 r Fax (414) 523'6595
MhB
a
:sgti Snrq,n Srorl lhdrrt: lnf. All RighG RereF.i.6l9rj oR\:l0l
o ileu Products For
loncrele Forminq
ileeds
NIANTO LARGE PANEL VERTICAL
FORNNVORK
I Improvr,vour formwork cllicirnc5,. '1ake more
panrl to the wall.
I I ewcr clale picks with largt' standard panel
dimensions ofboth 8' x 1l' and 8' x 9' (nominal).
I Improve pour times lvith lirll liquid head pantl
herght capacityl
I Incnrasc overall ftrrm ltle antl appearance wlth
oLrr hot-tlipped galvanizirl fiarne with H.D,0.
pl1'rvrxxl!
I 0angs i lamp'togethel rapidh without small
hardwarc. 'lho panel cllrnps self'align and
runnrrt two gtgantic prtn"l. which give lntt
l?(i sq. ft. of read,v-to-go lirrmworkl
I Supcrsize gangs can be erectcd quickly and
re-coniigLrred rvithout walors or snall. easilr.
lost waler hardwarel
COIIIPACT LIFT FOR}NVORK SYSTE}I
I'l'he most ccononriurl post shore iind lx'tm
drophead forming sl stcm availablt,.
I The sk)ut (120 strineer and joist beirrn is /,'ss
(',r?cni'i.?, s1trr,+? trrl ltgitk't than alttntinLtm.
I A rvood beam mrrv ltrluce jobsite tht'fi.
I Stripprng is us simple as a hanmcr hlrrv hr
ihe dropheatl wcrlgc.
I'l'he lliD post shurc rrnd tripod sLLpport strrbi-
lizr. I hr. :vslln: rlrrr ing ,.rr.ctiott. 'nirrtt:tiztng
the necd fbr strrbilitl blacing.
I The drophead. post shore and tlipotl rrre hot'
dippcd galvrrnizctl firl longer lifel
I l'ast. light, r't'r'tital rvood beam gang lirrming
s!stem.
I The'Supel SplLrcc C20 Bearn t'eplacts the
expensive llurninLnn joists in this kratl-
gathering glng lirrming sl stem,
I 'lhc C2U Boum is slrongcn hgft&,r lnd 1r'ss
coslll than its irlLrminum counterpitrt.
I A wood bearn nral reduce jobsite thtli
compared to lrlrrminum.
I Form l'our rlrtliltrl ureas rvith cot'nt'r {irlrning
der'ices and splicing hardlatc, not available
lvith most otht'r aluminum bcam systt'ms.
RASTO VERTICAL FORM\4'ORK
I Raskr ciin be quicklv handset or conliErred
into a gang forming -.r'stt'n.
I l,argt standard panols 1!)'r 2.i'nominal)
imllrovt. ercction timcs.'l'ltkc morc panel to
thc rvrrlll
I (iuickly errct with two sulf:aligning panel
clunps tr-rtaling 41 sq. fi. in minutesl
! Large glngs can be tiirmetl without ivalet's
ul srrr,rll u;rlor hardrvittt'. tltr,r'hr suringttnte
lnrL retlLrcing the grssibilitl' of shortages.
I Improve poru rates and nrtluce pillolving with
our tirll liquid head panel hcight capaci.tyl
I 0ur svstem is faced ivith H.D.O.
pllwrxxl to create one of the brst concrete
sulfirct's possible.
I Framcs ale hot-dippetl galvlnized to prevent
rLrst lnd extend form lile.
TOPEC }IODULAR SL{B FORNI\!ORK
I Onc of the quickest motlulirr wood-faced slah
formrvork system-. availuhlel
! l,lrgc (6 x ll'nominal). lightwcight (46 lbs.)
alurninun panel-" rapidll cnrt to provide
vour dttk surface.
! Simple and fast ertrtion using onll-trvo
lssemblv component-< patrel and a shorc.
I All crtrtion and dismantling is perlbrmed
frorn the glound. reducing rvorkcrs' exposure
to firlls.
l'li4x,c panels proride a non"pillowing. rtnifortn
finish. Comprised of r 5-laver plastic-coated
multipler pllwood, the plnels are edge-pro-
tu ttxl bv a powder-snted aluminum fi'ame
I?rr tirsy ileaning.
I 'l'his vcrsatile slstem can tccttmmodate slllbs
up to 1l)' high and 1:1" thick quirklv and simplt:
h'lnll/Slnb Fomuorlt nnd
flccessories
Cz() WALL FORN{WORK
For additional information, call SAFWAY STEEL PHODUCTS INC
N14 W23833 Stone Ridoe Dr.. Surte 40d
waukesha. wl 53188 J414) 523-6500
(800) 558-4772 r Fax (414) 523-6595
, lg!(isrlwrv St{{l l'rodLrctr In, .\llliirhrs l'lr{,r!ed 3197 ORN 1l0r)
Introducinq the ]r|eur
Simple, 0uiclr nnd llersotile
l'l'lrt' llist Shole l]5() l)l] oflt'rs vou ir sirnlrlt',
t'conrrniit' nl('ans ol sltorittg.
I Sltorr's c:rrr ltc trst'cl inrlir,idLrirlll'or in conjLrt'tion rvitlt
li l rtrtl sltoring I r*:r'r t t ll lir ':.
I t;-llt.ad provitlt's a sarlrllt'to support 1hc
st rirrgc'r or joists.
(J u icl<r-clt'ase tlt'vice s:rvcs lirrrt' anrl
t,nr.rgt' <lrrring stripping.
I Instirllctl tlLrick rclt'asr'lrolt with
Srrrrrr thiel< r'etairrt,r' slirnrlt curr't bt
lost.
r Hot rliplx<l salv:urize'rl lo l)r(.v('nt rusl
arrtl crlt'rrrl lili'.
I All lrartlrv;rrc is st'lf corrtaint'rl. No lost or ntiss-
lng l)ar t s.
I Ibst shorr's art' rlt'sigrrttl 1o sul)l)or'1 r'i'rlic:rl Liarls.
,,\ll lirrtttr,vork or supltorlt'd strrrcttrrt's tnust lx'
li.slr-aint'rl ll'orn lirlcrlrl lno\'('llt('nt.
Posl $hore 350 [B
or
Post Shore 350 [B
Post Shore 350 DB
Part No.
Height:
Weight:
Part No.
VF"TAOO1645
USEP
VFTP552147
615rr to 1il5r1
46.5lbs.
Description Weight
Post Shore Bracing Clamp 0.3 lbs.
U-Head 4.9lbs.
Height (ft.)
6r5rl
6r6rl
7t0n
at All
8r0rl
8r6rl
9r0rl
9r6rl
10r0rl
10r6rl
11rOil
11'5rl
Inad (lbs.)
5700
5700
5700
5700
5700
5700
s700
5700
5700
5700
5650
5050
USEP
-- -\==
VFTA001645* Post shr)f{'s musl bc braced or rcslt-rtined front
lateral nrovement by other rtu:ans.
All drawings on this sheet are for illustrative purposes
only. This sheet is intended lbr general infortnation
purposes only'. Ilecause of the many variables rvhich
affect the performance of the product line, some ol
the information in it nray not appl1'. I"or specilic
applications, contact Safivalr
NOTE: Ilrection, use, maintenance ancl disassembly
l1'rust conform to currcnt manufacturer's instructiotls
as well as all l'ederal. state and local regulations.
Copies oI complete safety guklelines for these and
other products are al'ailable from Safuay or your
Safu'ay dealer without charge.
SAFWAY STEEL PRODUSTS INC.
N'14 W23833 Stone Ridge Dr. Suite 400
Waukesha, Wl 53188 (414) 523-6500
i800) 558-4772 . Fax (414) 523-6595
VFTP552147
ia') 1996 Safwa,y Steel Products Inc. All Rights Reservcd.1l196 ORN 553
The Versntile Scnffoldinq
Thnt is [dsq, Simple,
fdnptnble nnd [ompntible
Tube & Clomp ra
Safway's Tube And Clamp. The versatile scaffolding that is:
Easy to erect and dismantle - only four basic parts are needed.
Adaptable to any scaffolding situation - high or low, inside or out, round, straight or irregular shapes.
Versatile enough to be used independently or to supplement scaffolding (depending on job conditions).
Compatible with Safua,v standard scaffold frames.
Durable CM-19 and CSA-19 clamps fasten securely to both 1.69" and 2" nominal O.D. steel tubing. Tubing is galvanized and the
drop forged clamps are galvanized or Sherardized to protect against rust and corrosion.
]F
Interlocking Steel Tubes
Galvanized 2 inch nominal O.D. tubing
with twist and lock fittings on ends.
Available in the follor.ing lengths:
ST4SG - 4ft.,9.51rs.
ST6SG - 6 ft., .rJ.25 /bs.
ST8SG - 8 ft., l6.25lbs.
ST1OSG - 10 ft., 20 l6s.
sTl3SG - 13 ft., 255 tts
ST1OSG - 16 ft., 30.5 /Ds.
Base Plate
BP.TSG 3 1t4 hs.
Provides secure footing for venical tubes.
Has twist and l<,r--k fitting to secure plate
to vertical tubing.
Base Plate
BP-I0SG 6lbs.
Can be used in place of Base Plate BP-
LSG. Female end of scaffold tube fits into
base plate tube to prevent lateral
movement.
Rigid Clamp
CRA 19 2 3/4 hs.
Rrgid clamps are used to join tubes at
right angles. Eye bolts swing up againsl
vertical tube allowing easy placement of
horizontal members. Clamp flanges
support horizontal tubes until they can be
bolted securely.
Swivel Clamp
CSA 19 3 1/2lbs.
Swivel clamps join tubes at any angle
required. Used primarily lor diagonal
bracing. These clamps have same flange
stops, eye bolts, nuts and washers used
on the right angle clamps.
Tube and Clamp Wrench
S7l7 2lbs.
Rachet and socket \.!Tench with mallet.
Access I-adder Units
SAUG 18 lbs.
SAU3 9 1i3 lbs.
Safuay Steel Climbing Ladder and
brackets should be used to provide easl'
access to scaffold. I-anding platforms
should be provided when required.
Ladder units are 17 3i4 inches wide with
12 inches rung spacing. Must be installed
with SAUB brackets.
Right Angle Clamp
CRAL2 2.5 lbs.
Light duty single size clamp. T-bolts
with replaceable retained nut and 7/8
inch collar nuts. Rated load is 625
lbs.. Single size 1.9 inch tube. Caps
and bod) hot drip galvanized and zinc
plated dichromate bolts and nuts.
St'ivel Clamp
CSAL2 2.6 lbs.
Light duty single size clamp. T-boits
r,rith replaceable retained nut and 7./8
inch collar nuts. Rated load is 625
lbs.. Single size 1.9 inch tube. Caps
and bod)'hol drip galvanized and zinc
plated dichromate bolts and nuts.
Right Angle Clamp
MS2R 58lDs.
Heavl- duty clamp is 4 inches lvide and
used to join 2 inch nominal O.D.
tubing or pipe at right angles. N{eets
or exceeds Nar'1 Specification NIIL-S-
29180A.
Swivel Clamp
lltszs 6 1t2lbs.
Heavy dury clamp is 4 inches wide is
used for bracing and compatible with 2
inch nominal O.D. tubing or pipe at
right angles. Meets or exceeds Navy
Specification IVIL-S-29 180A.
Swivel Clamp
HDSA 238 4 hs.
Joins 2 inch nominal O.D. tube bncing
members to 2 3l€ inch diameter
shoring frame legs.
Swivel Clamp
WSC 6 lbs.
Joins 2 inch nominal O.D. tube bracing
members to 3 1/2 inch O.D. hearry
duty side\ ?lk canopy posts.
o
o
Access Ladder Bracket
SAUB 5 li2 lbs.
Will attach to SAU ladder sections at
any elevation and clamp to either a
!€rtical tube or a horizontal bearer.
Provides 7 inch toes clearance.
NOTE: When installing S.{U s-vstem,
two brackets are required on base
ladder section and one on each
remaining section.
idw
I
Sofely Guidelines
SAFETY GUIDELINES FOR
TUBE AND CLANTP SCAFFOLDING
SCAFFOLD SAFETY IS EVERYONE'S
RESPONSIBILITYI
Ever!-one's saiety depends upon the design, erection, use, and
dismanlling of *afiolding by COI{PETENT PITRSONS ONLY.
Inspect your scaffolding before each use to see that the
assembly has not been altered and is safe for your use.
A wenNrruc
SERIOUS INJURY OR DEATH CAN RESULT FROI'
YOUR FAILURE TO FAMILIARIZE YOURSELF,
AND COMPLY wlTH ALL APPLICABLE SAFEW
REQUIREIIIENTS OF FEDERAL, STATE AND
LOCAL REGULATIONS AND THESE SAFETY
GUIDELINES BEFORE ERECTING, USING OR
DISMANTLING THIS SCAFFOLD.
A wenrurruc
BE SURE TO FULLY TIGHTEN CLAMPS
IMMEDIATELY AFTER PLACING COiIPONENT.
CLAMPS THAT ARE NOT FULLY TIGHTENED
WILL NOT SUPPORT DESIGN LOADS. FAILURE
TO TIGHTEN CLAMPS COULD CAUSE SERIOUS
INJURY OR DEATH.
SAIETY MUST COME FTRST!
Safuay equipment is designed and manulactured with the user
in mind. The safety that goes into each piece of equipment,
however, cannot offset erelessness on the part of the erector
or the user. With this thought in mind. IN ORDER To
PREVENT INJURY TO THE USERS of Safiray equipment, t'e
urge you to follow these safety guidelines.
Scaffold design must include analysis of load carry'ing members
by properly qualified personnel. Safuay component load
capacity and reight information is available from your Safuay
Dealer. Scaffolding must be erected, used, moved, and
disassembled only under the supenision of competent persons.
L IrRl.( tro\ {)l:1I lll,..\\l)(l-\}ll'st.\l:li()l-lrl\(;.
PRIOR TO ERECTION . ALL SCATFOLD
ASSEMBLTES.
Job site must be inspected to determine ground conditions,
strength of supporting structure, proximity of electric
p<)n'er lines, ov'erhead obstructions, wind conditions, and
the need for ol'erhead or weather protection. These
conditions must be evaluated and adequately addressed.
Post spacing and sill size can only be determined after the
total loads to be imposed on the scaffold and the lreight of
the scaffold har-e been calculated.
Stationary sczffolds over 125 feet irl height must be
designed by a professional engineer.
All equipment must be inspected to see that it is in good
condition and is serviceable. Darased or detenorated
eouiDmenl must not be used.
WARNING
Not all species and grades of lumber can be
used as scaffold plank. Wood planks used fo]
scaffolding must be graded as scaffold plank
by an approved grading agency, or specifically
manufactured for scaffold use.
7.
Scaffold plank must be inspected to see that it is graded as
scaffold ptank, is sound and in go,od condition. and is free from
saw cuts, cr"cks. notches, splits, delaminations and holes.
A fully qualified and competent person can deyiate ftom these
guidelines onl,v if it tzn be sho&n that the resulting scaffold
desigr complies with applicable codes and generdlly aocepted
scaffold engineering practices.
The scafiold assembly must be designed to comply with local,
State and Federal requirements.
ERECTION OF FIXED SCAFFOLD.
I wenuruc
FALL ARREST equipment attached to scaffold
UALNqI prevent serious INJURY or DEATH
if a fall occurs.
Scaffold must be erected. moved or disassembled only under the
supen'ision of competent pervrns. Safety equipment, including
safety glasses and hard hats, must be n'orn by all persons
erecting. moving, dismantling or using scaffolding.
1. Base plates must be centered on the sills, and be in firm
contact with both sills and vertical posts. Be especiall-v careful
when scaffolds are to be erected on soft or frozen gound. Any
pan of a building or structure used to support the scaffolding
must be capable of supporting the load to be applied.
2- Lrse base plates and sills if required by ground conditions. DO
NOT USE unstable objects such as blocks, Ioose bricks, and
similar obiects or materials.
Oa Hn*t;; tools recommended bv Saflay for erection and
4. Plumb and level scaffolding. Be sure scaffold stays plumb and
le\?l ds erection progresses.
I wanrurruc
Safi^ray "Twist and Lock" tubing, whether used
as verlical or horizontal members, must be
rotated into a locked position before being
clamped.
Space the vertical posts so that the rniaximum length of the
bearers and runners are as follows:
B.
A.
Llnifonnlv distributed load
25 lbs. per sq.ft. - (light duty)
50 lbs. per sq.ft. - (medium duty)
Bearers Runners
4 Ft. 10 Fr.3t/,Ft. 8 Ft.
o,
o'
t9"5nn::10il"*Tlii'u*lrl'",F,.J1"#Jf t";i:Iol*n'-**
A wanrurnc
All clamps must be tightensd firmly
(approximately 40 foot pounds of torque)
as erection proceeds.
Runners (horizontal run members) shall be securely clamped
to posts at each end. They shall not be spaced more than 6
feet 6 inches apart vertically, with the bottom runner placed
as close to the base as possible. Rurners must be erected
along the length of lhe scaJfold. Interlock eods to form
continuous lenlghs {'hen necessary.
Bearers are horizontal members w'hich suppoft a platform,
Each bearer clamp shall be positioned above, and in contact
with, a runner clamp. Bearers should not extend beyold their
supports more than 6 inches unless the s€affold design
requfes a longer member.
9. Bracing across the ridth of the scaffold shall be installed at
the ends of the sca.ffold and at least every fourth level
l'ertically and repeated e\€ry third set of posts horizontally.
This bracing shall form a cross configuration nhich extends
from the bottom of the inner post or rulner to the top of the
outer post or runner, and ftom the bottom ol the outer post or
runner to the top ofthe inner post or runler.
10. Diagonal bracing on both the inside and the ourside row of
posts must start as close to the bottom as possible on each
end of the scaffold run and extend upw"rd at approximately a
45 degree angle to the top of the scaffolding. lf such diagonal
bracing does not reach the top, the direction of the bracing
must be reversed and proceed to the top of the sr:ffold. This
bracing pattem must be repeated at every fifth vertical post.
Diagonal bracing may be coupled to the runners.
1I. Ties, guys, bracing anflor outriggers may be needed to assure
a safe stable scaffold assembly. The height of the scalfold in
relation to the minimum base width, nind loads. the use of
brackets or cantilevered pladorms and imposed siraffold loads
determines the need for sway and stability bracing. The
following genenl guidelines apply:
a. A scaffold must always be secured when the height of the
scaffold exceeds four (4) times the minimum base width.
See NOTE 1.
A wanrurrc
Outriggens, or other moans, may be used to
Increase the minimum base dimension of a
scaffold tower. The resulting base dimension,
howcyer, may NO LONGER BE THE tNtMUM
(or limlting) BASE DIMENSION.
Ties must be placed as near as possible to horizontal
members. The bottom tie must be placed no higher than
four (4) times the minimum scaffold base width.
Subsequent vertical tie placement will depend upon the
scaffold width. Scaffolds three (3) feet and narrower must
be tied at \€rtical intervals no more than 20 feet aDart.
Scaffolds wider than three (3) feet must be tied ar vertical
interyals no more than 26 feet apart. The uppermost tie
should be placed as close to the top as possible and, in no
case, mole than four (4) times the minimum base width
ftom the top. See NOTE l.
Vertical ties must be placed at the erds of the scaffold
runs and at no more than 30 feet horizontal inten'als in
between,
Ties must be installed as the erection progresses, and not
removed until scaffold is dismantled to that heighr.
Side brackets, crntilevered platforms, pulleys, hoist arms,
enclosed scaffolds, sloped surhces and windy conditions
introduce overturning and uplift forces which must be
consldered, and compensated for, These situations
require additional bracing. rying or guying.
Circular scaffolds erected completely around or within a
structure may be restrained fiom tipping by use of "stand
off' bracing members.
A ftee standing tower must be guyed at the inten'als
outlined above or otherwise restrained to prevent tipping
or overtumlns.
12. Work platforms must be fully decfted with platform units in
good. sound condition. Platform units may be individual
scaffold grade wood planks, fabricated plank, hbricated
scaffold decks or fabricated scaffold pladorms.
a. Scaffold platforms and walkways must be at least 18
inches wide.
Each end of each plank must overlap its support by a
minimum of 6 inches or be cleated.
Each end of each platform l0 feet long or less must
overhang its supports by no more than 12 inches. Each
end of each pladorm longer than 10 feet must o.!€rhang
its supports by no more than 18 inches, Larger
ol€rhangs must be guarded to prevent access to the
o\€rnang.
Materials must not be stored on overhangs. Do not
stand on platform overhangs.
Each plank on a continuous run scafold must extend
o!-er its supports by at least 6 inches and overlap each
other by at least 12 inches.
Spans of 2 inch by 10 inch nominal s:afiold grade plank
must neyer exceed 10 feet. No more than one person
must stand on an individual plank at one time. Loads on
planks must be ever y distributed and not exceed the
allowable loads for type of plank being used.
Secure platform units to scaffolding to prevent uplift
caused by high winds or other job site conditions. Use
latches, if supplied by platform manufacturer, or other
suitable means,
13. Guardrails must be used on all open sides and ends of
raffold platforms. Both top and midrails are required. Local
codes specify minimum heights where guardrails are
required. Use at lower heights if falls can cause injury.
14, Toeboards must be installed whenever people are required
to work or pass under a scalfold pladorm. When materials
are to be stacked higher than the to€board, screening is
required from the toeboard or platform to the top guardrail.
15. Access must be provided to all work platforms. If access is
not available from the structure, access ladder units or
stairwa)'s must be provided. When access ladder units are
prolided, a rest pladorm must be installed at vertical
inten"ls of 35 feet or less. Attachable ladder units must
extend at least three (3) feet aboye platforms. Install
acoess ladder units as scaffold erection progresses.
16. Use fubricated decks or cleated plank to minimize platform
interference in access areas.
17. Bearers may be used to provide a cantilevered support for
use as brackets for light duty scaffold. If used in this
manne!, they shall not exlend more than 20 inches nor
carry more than t\r-o 2 x l0 inch planks unless knee braced.
18. Cantile!-ered platforms must be specifically designed for
that purpose, and adequate ties provided to prevent
ovefturnlng.
19. Nlaterials must never be placed on cantilevered platforms
unless the assembly has been designed to support material
loads by a qualified person. These t,?es of pladorms cause
overturning and uplift forces which must b€ comp€nsated
for.
20. DO NOT install pladorms between free standing towers.
21. Nlaterial hoists and derricks should not be mounted on a
scaffold unless the scaffold is specifically designed for that
DUTDOSe,
@
o
o
22. CHECK THE ENTIRE SC,AF-FOLD ASSEI'IBLY BEFORE
USE. Thoroughly inspect the completed assembl.v to see
that it complies with all safety codes, all fasteners are In
place and tightened, it is level and plumb, $ork platforms
are fully decked. guardrails are in place and safe access ls
provided.
C. ERECTIO\ OF ROLLING SCAFFOLDS.
The following additional precautions apply to the erection of
rolling towers:
1. Height of the rolling toraer must not exceed four (,1) times
its minimum base rvidth, or 40leet, whichever is lorver. See
NOTE 1.
A wenr.trruc
The load rating of the casters used will limit
the size, configuration, and load capaciiy of
the rollinq tower.
J.
4.
All casters must be secured to adapters with nuts and bolts
Horizontal diagonal bracing must be used at the bottom and
top of rolling towers where the top work platform is more
than 9 feet above the surface. ffhen rolling torvers are to
be erected higher lhan 9 feet, the 6rst bracc must be no
more than 2 feet above the casters, the others at no greater
than 2l foot inten'als above. Fabricated planks Nith hooks
may be used as diagonal braces.
Platform units with hooks, or cl€ated planks, must be used
0n rolling to\rers.
| \1. 0| \( \ | li( )l.l)s
ALL SCAFFOLDS,
Each time before liou use the scafiold, a competent person
must: inspect the scaftbld assembly to be sure it has not
been altered, is assembled correctly, is level and plumb, all
base plates are in firm contact t'ilh sills, all bracing is in
place and securel!' tightened, all plalforms are fully decked,
all guardrails are in place, saJe access is provided, it is
properll' tied and,br guyed, there are no overhead
obstruclions, there are no energized electric power lines
within 12 feet oi the scaffold assembly, all clamps are fully
tightened. and cor-rect any deficiencies prior to use.
Use only proper access. Do not climb bracing or vertical
posts. Do not climb any scaffold component unless it is
specifically designed lbr that purpose.
Climb safelv!
2.
B.
DO NOT erect scaffolding on wagons, trucks or other wheeled
vehicles.
Stand oni-v within the platform area; do not try to extend rvork
area by leaning out over guardrailing.
USE OF ROLLING TOWERS.
ALL OI'THE ABOVE PRECAUTIONS PLUS:
I. DO NOT RIDE T{ANUALLY PROPELLED ROLLING
SCAFFOLD. NO ONE MUST tsE ON,{ ROLLING TOWTR
WHILE IT IS BEING I\{O!TD.
2. Lock all casters before getting on a rolling tower. Casters
must be locked at all times the scaffold is not being moved.
3. DO NOTbridge between rolling towers.
4. Remove all materials from scatrolding before moving a rolling
tower.
5. Ile sure t-loor surface is clear of obstructions or holes before
moving scaffold.
6, Be sure there are no overhead obstructions or energized
electric power lines in the path $'hen moving a rolling tower.
7, Rolling torvers must only be used on level surfaces.
8. Nlove rolling towers from the base level only. DO NOT PULL
OR PUSH from the top.
lll,lrl\\1 \\ ll.l\{, \( \1. I1)l l):.
The folkrwing additional precautions apply when dismantling
scaffolding:
A wanrurle
It may be necessary to add parts to a
scaffold before it can be dismantled safely.
PRIOR TO REIUO\AL OR LOOSE\-ING of any component,
consider the effect the removal of the component, or the
loosening of a joint, will have on the strelgth of the remaining
assembly.
Check to see if scat'olding has been altered in any rvay which
would make it unsaie. If so. reconstmct where necessary
before beginning the dismantling process.
2.I
5.
II
1.
4.
5.
6.
7.
1
a.
b.
c.
cl.
Face the rungs as you climb up or down.
Lrse both hands.
Do not try to carry mate als !'hile you climb.
Be sure of your footing and balance before you let go
with your hands. Keep one hand firmly on frame or
ladder at all tmes.
e. Clean shoes and rungs to avoid slipping.
DO NOT work on slippery platforms.
DO NOT overload platforms with materials.
Do not extend working heights by standing on planked
guardrails, boxes, ladders or other materials on scaffold
platforms.
DO NOT loosen, detach or remove any component of a
scaffold assembly except under the supen'ision of a
competeni person. Components that have been removed
must be r€placed immediatel-v.
3. Use onlt- proper access. Ilo not climb braces or vertical
members. Do not climb scadold components unless they are
specifically designed for that purpose, Do not stand on
pladorm overhangs.
4. Do not remove ties until scatfold abol'e has been removed.
5. Visually inspec-t each plank to be sure it is supported on both
ends and is saJe to stand or work on.
6 Do not accumulate removed components or equlpment on the
scaffold.
7 Lorver components io a sale manner as soon as dismantled.
I)o not throw components off scaffold.
8. Stockpile dismantled equipment in an orderly manner.
9. Remove compone.t immediately after loosening clamps.
Understanding and follo\aing these safety guidelines will increase
your personal safety and the Ml'ety ofyour fellow workers.
NOTE 1:
California and some other states require a height-
to- minimum base width ratio of three to one (3:1).
Refer to the governing codes tor your job location.
NOTE 2:
ADDITIONAL INSTRUCTIONS AND
INFORMATION ARE AVAILABLE FROM
SAFWAY STEEL PRODUCTS INC.
REGARDING:
VIDEOS ACCESS
ASSEMBLY WEIGHTS
LOAO CAPACITY TRAINING
BRACING & TYING PLANKING
PARTS IDENTIFICATION SAFEWTIPS
ERECTION PROCEDURES DISASSEMBLY
ENGINEERINGASSISTANCE WALLETCARD
a Notes a
o
o
o
TunS Clomp Scoffolding
Tl|E IOI'IPIEIE SflFhIflY LIIIE
r Sectional Scaffolding
I Systems'n' Scaffolding
r Power Swings
r Rolling Towers
r Shoring
r Tube & Clamp Scaffolding
All dra{'ings in this brochure are for illustrative
purposes onlv.
This brochure is intended for general information only.
Because of the many variables which affect the
pe ormance of this product line, some of the
information in this brochure ma,v not apply. For speciiic
applications, contact Safyay.
Note: Erection, use, maintenance and disassembly
must confotm to current Saiw*ay instructions as lvell
as ALL federal, slate and local legulations. Copies
of lomplete safety guidelines ft)r these and other
products are available from Safuay crr your Safwal-
I)ealer withour charge.
SAFWAY STEET PRODUGTS INC.
N14 W23833 Stone Ridge Dr. Suite 400
Waukesha, Wl 53188 (414) 523-6500
(800) 558-4772 r Fax (414) 523-6595
KhB
,n
<,4
o 1996 Safq,'ay Steel Products Inc. All Rights Reserved.1V96 ORN 401
Providinq lhe |'|ost tlelsnlile
Suspended Sqslems flvniloble
v \ -,/
-!-
\--
,jd
TABTE OF CONITNTS
Electric Motnr Specificatiorx . . 4-5
Fall Arrest Equipment...... .. 10
Light Duty Work Pktforms . . . 6-9
Saturn Modular Work
P\atforms.............. 6-7
Standard Modular
Stagu.... ....... ...... 8-9
Modular Knck-hun
Worh Cqe............... I
Modular lt/ork Coge
wfth Ennxinn & Walk-By
Stirrup..... .... .. ... .. . . 9
Suspended. Stage System .. 11
he-assembled Platfor ms /
Work Cag*............. 10
Bosunb Chair ........... 10
Fold-Up Work Cage.... ... 10
Inu Profile
Ihoch-Down Cage... ..... 10
Riggin4 and. Amhors.. .. .. ... 12
Outrigger Fmme......... 12
Whaleba& Frame........ 13
Safety Guifulites .. ....... 14.15
"sF-x*'r{fr
&
t'l
-\|
,t
,ttl
, t I lt.
', t | |'
''r,t. rlllirl,,,,l"r,,,,'
/
/
/
/i/$
/ '''l
/
/t
Your [hoice Sqslemsofl|nilous Suspended
WHYSAFWAYS
SUSPENDED SYSTEMS?
r Variety of work platforms
and cages in a wide choice of
lengths and confi gurations.
I Virtually unlirnited verlical
travel without rerigging.
r Choose finm interthangeable
electric units that power the
climbing-t1pe traction hoists,
rated to carry gtoss weights
of 700 - 1000 pounds, at 32
or 35 feeUminute.
I Choose from several rooftop
rigging systemsthat are
pre-en$neerco lor easy use.
I Choose from work platforms,
bosun's chairs, or one- or
two-person work cages which
may be disassembled to fit
thmugh small openings such
as those found in vessels,
boilers, etc.
$ntum flimbinq-Tqpe
The Pouer Behind the
Ttnction
Sqsteml
IN THE EWNT OF
POWERFAILURE
I 'No Power' controlled descent
feature which lowers the
hoist by gravity in the event
of a power failure.
I Electromechanical brake
automatically holds in the
event of a power
iniarnrnfinn
r Light goes out to indicate
loss of power.
MAINTENANCE
INDICATORS
I Hoists indicate when it's time
for maintenance with a built-
il hour meter.*
I Clear plastic rrrindow in
mechanical secondan' brake
gives you a visual cue for
maintenance.
OPER.{IING FEITURES
I Automatic reeving after the
5i16" diameter wire rope is
passed through the secondary
brake, into the drive unit.
r Quiet power to allow workers
to concentrate on their jobs.
I Unique mounting design
allows hoist to stand erect for
convenieat installation and
maintenance.
EMEBGENCYDEWCES
r Secondary brake detects
overspeed condltions and
locks onto wire rope.
r l\{otors automatically stop
when control switch is
released.
I Emergency stop button cuts
off all power to motor.
(Available on 35X and 32L
models only.)
* Available on all ETH 35X
and ETH 35S models. Also
available on ETH 32L models
rvith serial numbers SNH0051
and above.
4
1,000 ETH35X Electric,single
phase.
60 Hz, 9 amp,
200V @ motor,
1 1/2 HP
Electric, single
phase,
60 Hz, 7 amp,
20'0V @ motor,
I II2 HP
ETH32L Electric,single
phase,
60 Hz, 11 amp,
100V @ motor,
3/4 flP
28 14 r2.i5 124
28 13.5 t2 124
24.75 13.6 t2 82
All motor,. require 5i 16' diameter. Right Regular La1'. 6 x 19 Fiber Core, black or
galvanized wire rcpe and all motors include automatic reeving.
SPECIFICATIONS
Speed Operating
Capacity FtJMin. Model No. Characteristics
Hoists
Dirn in Inches Wt. in
HDWLbs.
HOISTS COMPATIBILITY
f4'tr
Saturn Saturn Swing Stage One-/two- Fold-Up
Modular Saturn Walk- End Stirrup person low-Back Work Bosun's
Work Stage Walk-By Through Stirrup (TH20l) Work Cage Work Cage Cage Chair
////
Snlurn Suspended l'lodulnr St]stems
I Easy to Tlansport
AII comporwnts needcd to
complete a 4A-frct stage can
be starked and. shipped on a
singlc pi.chup truch.
r Simple to Assemble
lbo worlwrs can ossemble a
complete 40 foot stoge in 15
ninutes or lus.
r No Tools Needed
Assemble a complete 40foot
stage without tmk.
r Wide Choice oflcngths and
Configurations
S tanda r d co mpone nts giu e
you flexibility to mnfi4ure a
wid,e uariety of lcngths to fit
your spaific need.
I Add Extensions, Hinges and
Corners Easily
Ad.d. euen more uursatility to
our basic parhage with
extensions, hinges and
corners to mmplement most
building shapu.
Wolk-Thru Srirnrp
VSMWWTS qnd
Connecling Fromevsl wcF Extension
Sin ctrrre
\/SMWE
Wqll Roller
vsMwwR
Floor Pin
vsmwFP
CORNER COMPONENIS
FOR ENGINEERED
PIAITORIII SYSTEMS
trt rltlltIT7
15" 3('"
wt\-YT7
45" 60"""2\--
-iil!F
NOTE: These sections ore
connecled with o <onnecring
frome (VSIAI|/CF) dnd
supported by o Wolk-By
or !r\tolk-Throuqh Slirl|Jp,
TYPrcAI. ENGINEERED
P|AITOR'VI
CONFIGURATIONS
NOTE: Other <onfi gurorions
ore ovoilobb. Pleose ronsult
Sofwoy for other combinotions.
SAT(NN MODUIAR STAGE COMPON ENTS
Description Part No. Wt in Lbs. Description Part No Wt in Lbs.
End Stirmp . VSI{WESI ...........60
Walk-Thru Stimrp .....VSNIWWTS ......... 100
Connecting Frame .....VSMWCF............ 28
Walk-By Stirrup . . . . . . . VSI\MWBS . . . . . . . . . . 70
5 Ft. Floor . .. VSII{WFS ............21
10 Ft. Floor .. VSMWF1O ...........42
2.5 Ft. Extension
F10or.... . . VSMWI25X . . . . . . . . . . 10
End Srirrup
vsMwESl
Floor Pin . . . . VSNIWFP .... .. .... . 1.7
5 Ft. Side
Panel .. .. .. VSNf\4fPs . . .... .. . ..22
l0 Ft. Side
Panel . .. . . VSIUWP10.. ... . ... ..40
sFt.ftpRail .VSNIWIR5...........4
10 Ft. Top Rail . . . . . . ., . VSN{WTRIO. . . . . . . . . . . 8
2.5 Ft.Extension
SectionFrame .......VSNME,........... 58
Extrniion
Stn ctrrrevsill tE
Floor - 2.5 Fr.
vsMl rf25x
SidG Pqn€l - lO Ft
vsrYlwPt o
Floor - lO Ft-
vsr\^wFr o
SidePonel-5Fr.
vsMwP5
Floor Pin
vsrst tFP
l'ftv
Woll Rollar
VSMW\ rR
Floor Pin
\/SMu,FP
Courion Lgbel
|nst'uclion LoH
Configu rorion Lobel
Sntum $uspended l'lodulor Plntf0rms Pails Lists
The "Standard Configurations"
on pages 8 and 9 are the only
combinations that were pre-Ul
Classified for use as l- and 2-
point suspended scaffolds
(classification applies to load
capacity only). These systems
must be assembled using the
parts as shown.
Note: Other configurations are
available. Please consult
Safway for other combinations.
Description
L€ngth (Ft.)
Part No.10
End Stirrup
Connecting Frame
5 Ft. Floor
l0 Ft. Floor
5 Ft. Side Panel
l0 Ft. Side Panel
5 Ft. 'lbp Rail
l0 Ft. 'lbp Rail
Floor Pins
l\hll Roller
VS]'I!VES 1
VSYWCF
VS\{WF'
VS],IWF1O
VSIIWP'
VSIUWPl(]
VSN{WTR;
vst\IwTR10
VSNlWFP
VSITI'v!rylR
!,
I
2
2
2
2
I
l!22!
11223
tll
tl:3D
222
21466
:22
21166
.1 .l 66 8
22'222
2
4
2
3
4
6
4
6
10
.)
2
.J
2
Standard Configuration for Floor Connections
10
r0
10
750
845
510 10 10 10 10 10
510 10 10 10
510 10
5
1,000 1,000 1,000 1,000 1,000 1,000 ?50
214 297 402 467 571 636 741
Rated Platform CapaciW &be ,)
'lbtal t/!'eight (Lbs.)
-Poinl Suspenraon
Length
5Fr.
I€ngth (Ft.)
Description Part No. 12.5 l5 17.3 20 22.5 25 27.5 30 32.5 35 37.5 40 42.5 45
Dnd Stirrup VSNIWESI I
ConneclingFrame VSIIMCF
Stirmps* VStrfwlVBS 1
5 Ft. Floor VSIIWFS
l0 Ft. Floor VSI{WF10 1 1
i Ft. Srde Panel VS\f\4'P5
10 Ft. Side Panel !'SM\4?10 2 2
5 Ft. Top Rai) \'SMllTRs
10 Ft. Top Rail VSM!\'|R1O 2 2
2.5 Section
Exfension V.sNnVE | 2
2.5 Extension
Description Part No.
End Stinup VSMIVES1
\lhlk-By Stinups VSM!\ryVBS 1
Connecting Frame VSMIVCF 1
Extension Section
frame VSNIWE 2
Extension Floor VSNI\ryF25X 2
2
1l1ll1
111122223344
121212121212
l1 11 1122
112222333333
22222214
224144666666
22222244
224444666666
Floor Pins
\\hll Roller
VSNTWFP 2
VSNI!W!? 2
Rated Platform Capacity (lbs.) 1,000
TotalWeight Obs.) 301
Floor VSNl\tl'25X I 2 t
VSNIWFP 3 4 5
VSNIIWIR 2 2 2
Floor Pins
Wall Roller
212
656
222
1212
910 11 12
2222
r212
7878
2222
Standard Confrguration for Floor Connections
10E10E10E10E108r085E
E 10 510 10 10510 10 10 l0 10 105
E E 5 E 10 10510 10 l0 10 10 10
E E E 10E10510 10 10
EED551O
EE5
E
Ndc '8" inditates nnrts VSME with VSI\MF2SX
Rated Platform Capacity (Lbs) 1,000 1,000 1.000 1,000 1,000 1,000 1,000 1,000 i,000 1,000 ?50 ?50 750 750
lbtal Weight (l,bs.)373 449 478 553 543 618 U7 ',i23 ?12 788 816 892 g21 996
* You can us€ either \\hlk-By Stirntps (VSNl\\rWB.s) or Walk-Thru Stirups IYSI{\\'\\TS).
SuspensionPre-flssembled Plntfoffi s !^lith l-Point
Work Coge
with 2 Swivel
Building Rollers
lA|ork Coge
Exlension
rvirh 2 Swivel
Euilding Rollers
Description Part No. Wt. in Lbs.
\York Cagervith 2 Rollers (.{bove) ...TH011 ..........154
!\brk Cage Exbension rvith 2 Rol]ers (Above) ...TH012 ........,,11?
Ilosun'sCharr(Above)....., .......TH0i5,,.......48.6
Lorv Back \lbrk Cage (Above) ....... VSLBWC ........102
$f Inrv Back Work Cage Wall Roller. . . .
Fold-Up Work Cage-4 Ft (Above) ....VFWBL4. ........157
Fold-Up Work Cage-6Ft.. VFWBL6. . . . . . . . . 187
p614-lrp Work Cage-8 Ft.. VFWBLS. .. . . ... .213
ACCESSORIES_
Fall Anest Equipment
and. FaIl Protection
Components
Body Harness
Rope Grab for either 5/8" or 3/4"
Lileline
4' Lanyard with Shock
Absorber
Polypropylene Core rvith
Polyester Jacket Lifeline 5/8" or
li/4" Diameter
I Allows access to smaller
work openings or areas, such
as chimneys or boiler access.
I Lightweight for easy
maneuvenng, erectmg ano
anspornng.
Low Bock
Work Coge
,,ffi'ffiY(/ a
4
c1@r-\
10
$uspended Stn0e $qstem
r Duty rated for 2 person (500
lbs) or 3 person (750 lbs.)
loads.
rAvailable in 20", 24" and 28"
stage widths.
r tlexible locations for stimrps
and guardrail posts.
r Stage lengths available in
even numbers from 12' to 40'.
r Great for building
maDrcnance, pam@rs,
window cleaners.
WHEN ONDERING,
PLEASJE SPECIFY
1. Length of stage,
2. Width of stage and
3. Iluty rating.
2-Point Suspension
Part No,Wt. in Lbs.Description
Stirrup Guardrail Post
Stage Guardrail Post
Aluminum Stages
(Shorvn hen in the most rvidelS-' used sizcs.)
28"W x 32'LSperson. ...... VAS*2832-3
28" W x 28' L 3 person. . . . . . . !'AS*2828-3
28" W x 24' L 3 person. . . . . . . VAS*2821-3
24"Wx 30' L 2 person. . . . . . .'v'AS*2430-2
24" W x 24' L 2 person. . . . . . . \AS*2421-2
* When ordering, enter either an Lor W in place of the asterisk.
Swivel llullion Roller with Clamps. . . . . . . TH005
\lide I\{ullion Buildrng Roller
8.5
G'-
u-
t"JtE
11
Inl'latable llullion Roller . .. .. TH033
0utriqger Beom ond Frnme Stlstem
I Entire system disassembles
to fit in standard elevator.
I Cast imn counterweighis
complete with specially
designed slot for positive
attachment to Safuay's out-
rigge.r beam assemblies or
ournggel rames.
I Easy to transport and
assemble.
I Use aluminum or steel beam
rated to carry 1,000 pounds
(maximam overhang - 2ft.
for TH013 steel beam or 4 ft.
for TH024 aluminum beam).
r Available in mlling or
stationary models. (Solling
model shown at right.)
USEWTH:
: One point suspended plat-
forms (i.e. cages, bosun's
chairs, etc)
r Use two assemblies for 2-
point suspended platforms
(i.e. stages and modular work
platforms)
CONSISTS OF SEASY-
TAASSEMBLE PARTS:
2 Outrigger Beam Support
frames
3 Cross braces
1 Aluminum or steel outrigger
beam assembly
4 Base plates or casters
Required number of coulter-
welgn[S
(A counterweight chart
speci-fuing the number of
munterweights required
for each orrrhang is attached
to each Safway outrigger
suspension system.)
Description Part No. Wt. in Lbs
0utrigger Beam Support Frame
Cross Braces
12'x 3' .. .8123 ... ...........27.412'x4',. .8124 . . .. . . . . . . . , . . 28.0
10' x3'.. .8103 . . . . . . . . . . . , , . 15.810'x4'.. .8104 . . . . . . . . . . . . , . 16.5
8' r 3' .. . .883 .. .. .... ... .. , . 13.88'x4'... .B84 . . . . . . . . . . . . . . . 14.3
Steel Outrigger Beam Assembly (maximum 2 ft. overhang)
(includes shackles and plate) . . .TH013 , . . . . . , . . . . , 132.0
Aluminum Telescoping Outrigger Beams (maximum 4 ft. overhang)
(includes shackles) . .TH021 . .. . .. .. . . .. 111.0
Casters
8" Diam. Rubber ....C84. .....13.8
8" Diam. Steel Caster ..... . . .C8S . . . . . . . . . . . . . . . 13.8
Screw Jack with base plate , .....A11S .....15.0
Screw Jack (to use rvith casters)
Rn
@
i
+
tl
rTt:-Trl
LII'(__J
12
Counterweighis as required
rAllows TH024 Aluminum
Beam to overhang 6 feet,
thereby inaeasing your
reach.
r Disassembled units fit into
an elevator.
t'r|hnlebnc]t for 0utriqqer Beom dnd Fldtne Sqstem
Part No. Wt. in Lbs.
E--H - -- Counberweight Hanger (works with Aluminum
'l'elescopic Beam-TH024only) ............ TH243 .... , . . .46.0
ffiuty
q==-ffi Aluminum Parapet Clampd! I/ wrth sharkle
Description
Shaleback Beam Support System (Above)..... TH070 .........154.7
Cross Braces (See opposite page)
Aluminum Outrigger Beam Assemblv (See opposite page)
Base plates (See opposite page)
Counterweights (See opposibe page)
Other Rigging Components
Miscellaneous
sAFWAy suspENDEo ta^$tD sAFETy cutDE'NEs
Scaffold Safetv is Bvelvone's Responsibrlity
Everyone's safetit depends upon the proper erection and safe use of
scaffolding. Inspect 1-our scaffolding before each use to assure that
the assembly has not been altered and is ..afe for ],our use,
Amnuno
SERIOUS INJURY OR DEAIH CAN RESUTT
FROM YOUR FAILURT TO FA'}TIUARIZE YOURSEU
AND COMPTY WIIH Att APPIICABLE SAFETY
REQUIREMENTS OF TEDERAL sIATE, AND LOCAI
REGUTATIONS. UNDERSTAND IHESE SAFETY GUIDE.
TINES AND SAFWAY'S OPERATION AND
MAINTENANCE INSIRUCIIONS BEFORE ERECIING,
USING OR DISIVIANIT.ING THIS SCAFFOID.
NOTE: All personnel on suspended scaffolds are required to wear a
fall arrest device properll' attached. The lifeline must be attached to
a structurally sound support independent of the scaffold support.
SAFET\ }IUST CON{E FIRST!
SafwaS' equipment is designed and manufactured rvith the user in
mind. The safety that goes into each prece of equipment. however,
cannot offset carelessness on the part ofthe erector or the user. Slith
this in mind. IN ORDER T0 PREVENT INJURY T0 THE USERS
of Safwal' equipment, we urge yor.l to follow these safetl; guidelines.
I. ERECTION OF SUSPEI\DED SCAFFOLDING
Awanuruc
IF EXPOSED TO THE POSSIBIUW OF A FAIL DURING
RIC€ING, PROPERLY ATTACHED FAI.I ARRESI OR
PREVEMION EQUIPMEM MUST BE WORN.
A. PRIOR TO ERECTION.
Rcad the opcrating and maintenance instructions provided with the
hoist equipment and fbllow thern at all tirnes. Befirre rnstallation.
nssule roof or supporting strurture is capable of safell supporting at
least ,1 times the ratcd load of the hoist and rigging eqr.ripment.
Inspect a1l tquipment before using and assure all bolted connections
arc trght.
Wcight ofpersonnel, material and components on the scaffolding rnust
not exceed rating of thc hoist and rigging system used.
BRECTION OF SLISPENDED SCAFFOLDING.
Outrigger beirrns, parapct clamps or roofhooks may be ttsed to suppoit
the .'uspendetl scaffokl. IIE SLTE thc building is capable ofsupporting
thc necessa4 loads. In addition. each ofthese devices must be attached
to u structurally sor:nd portion of the buikling rvith a suitable treback
to prevent accidental movcment o1'the outrigger beam. parapet clamp
or loof hook.
l'icblcks nrusr havc the eqr.Livalent strengh of the hoisiing ropc.
'l'icbacks shrll be installed without slack. lVhenever possible. trebacks
must be instulled at ri*ht anglt's to the face of the buildrns. lf tro-
backs cannot be installed at right angles. trvo opposing angle tiebacks.
wirhout slack. shall be r,rsed for each outrigger beam. parnpet clamp
and roof hook.
il. Parapet clamps trnd roof hooks must only be installed on parapet s after
it has been determinecl that the parapt't can rvithstand the lated load
bending folces imposed upon them.
7.
Overhang ofoutrigger beams must not. exceed the maximum allowable
dimension as shown in the appropriate instructions for the load
being Lrsed.
Countenveights shall provicle a minimum safety factor of 4:1 against
ovcrturning. Each shall be made of nonflorvable material and perma-
nentll'marked with its weight. All counterweights must be securell-
fastened to the outrigger beam or to -some other securell' attached
structural membcr designed for that purpose.
r\ll overhead riggrng. counterweights. anchoragcs and connections
rnust bt'secured and adequately restrained from moyement in anv
direction.
\\rhen installing the Power Srving traction tlpe horsting machines.
mnke surc rire ropes are long enough to extend from the highest point
of support to the lowcst point of the structure plus 10 feet required for
Power Swing reeving.
c,DO NO'l' install scaffold in the vicinitl, of power lines until ihe power
service company hlts been conhrcted and the clectrical porver has been
tliscnnnectt'd.
NEVEIT install scaflblds in the r.icinity of exposed electrical circuits
until it is assured that sr.Lch cxposed circuits cannot affect anv part of
the scallbld asscmblr:
Handle lll ecluipment wiih care, and prevent,,vire ropes from
becoming kinked. I)O N0'l' drcp equiprnent dunng handling, loadrng
or r.rnloading. D0 NO'l in-.tall or use damirged equipment.
Connection of wire rope to the rigging must bc mtrde with
proper littings designed for that purpose. See the operating and main,
tenance instructions pronded with thc hoist equipment. NEVER rirap
rvire ropcs around ovelhead rigging or use makeshift derices. Hoisting
machines on multilevel .suspension scaffold-q must be located on the
samt ccnterline as tht rigEnt.
Two or nole scalTirlds must not be combincd in a run bv lapping
platforrns on onc stirrup or bv bridgrng hetween them. except fbr multi-
11.
1{).
Amnuno
ANY OT,IRIGGER BEAIVI, PARAPET CI.AMP OR
ROOF HOOK USED TO SUPPORI THE SUSPENDED
SCAFFOID BY W|RE ROPE IAUST BE PROPERTY TIED
BACK TO PREVENT A CATASTROPHIC FAILURE OF
THE SUSPENDED SCAFFOLD. NEBACKS SHAtt BE
INSIALI.ED WITHOT'T SLACK TO A STRUCTURALTY
SOUND PORNON OF THE BUIIDING.
Awnnxrno
I}O NOT SECURE THE BOTTOM END OF IHE WIRE
ROPE USED TO SUSPEND THE SCAFFOID. WIRE
ROPE CAN BECOME KINKED AND BREAK IF THE
BOTTOM END IS PREVEMED FROM ROIANNG
FREETY AS IHE SCAFFOTD IS MISED AND
IOWERED.
B,
I1
1:.
13.
point suspension scaflblding or specifgineered systems. Doing so
could cause riggrng or platform to fail.
Assure platform and toeboards are properly' installed and stagrng
(platforrn) is secured to the stimrps or frames. Make sure that
guardrails and miclrails are properly installed on all open sides and
ends of rhe work platform. Use rvire mesh screen between guardrail
and toeboards if people are required to work or pass under the
suspended scaffold.
Angulated rope suspension si'stems. lashing or other devices shall be
used to minimize swar.ing of scaffolds. Window cleaners' anchors shall
NOT be used for this purpose.
USE OF SUSPENDED SCAFFOLDING.
NEVER STEP ONTO.A SUSPENDED SCAFFOLD UNLESS YOU
ARE WF.ARING A PROPERLYATIACHED FALL AXREST DEVICE.
llhen using the drum type hoisting machines at least four turns of the
wire mpe must remain on the drum at all times. The end ofthe wire
rope must be properly secured to the drum.
S'ire ropes, aluminum plaiforms and other parts of the scaffold are
susceptible to serious damage if exposed to fue, undue heat, corrosive
atmospheric conditions or corrosive chemicals. D0 NOT USE
suspended scaffolds in corrosive atmospheres or with corrosive
chemicals. Take precautions to protect wire ropes when using uclding
equipmeni. Ifexposure to lhese conditions occur or is suspected, notify
5'our employer immediately and discontinue use of the scaffold.
Amnnnc
DO NOT USE SAfWAY EUCIRIC POWER SIA/II{GS IN
AN EXPTOS]YE ATIIOSPHERE.
7.
Periodically inspect the wire rope for damage and rvear, lubricate as
needed and retighten the twin base cable clamps. INSPECT and TEST
each time before use and/or after rerigging.
Insure that periodic lubrication and other specified maintenance
procedures are fully complied with. NEVER alter, remove or substitute
parts or components of the hoisting machine or scaffold.
Before using electrically operated hoists. assure that the electrical
power source and all power source connections are properly grounded.
that the po&€r source is of the proper phase and wltage for the hoist.
and be sure insulation of wire and ctnnections are in good condition.
Impose loads on suspended scaffolds gently and without impact. D0
NOT load equipment be1'ond rrcommended load capacities.
Do not weld from a suspended sca{fold unless all precautions noted in
the operating and maintenance instruction book are implemented and
follorved.
When using a rolling outrigger system the following addiiional
special precautions apply:
a) Use casters, outrigger base frames and outrigger beams only with.
in the limits specfied on the instructions and literature supplied
with the equipment.
b) Be sure loads imposed on the structure by the caster are
dissipated by using devices to distribute the loads.
Use guide channels and mo\€ system only n'ith suspended
platform at its lowest positron.
DO NOT ride the suspended platform while the rolling outrigger
system is being moved,
Keep counterweights within the scaffold base dimension and
smure them in position.
Ifoutrigger height must be increased. D0 NOT raise hrgher than
two times the.systefinirnum base dimension withoui increasing the
ngglng Dase olmenslon.
g) Tie the outrigger beam to the structure when in use.
r0.lVhen using an air operated hoist, NEVER disconnect the air hose
while the compressor is running and the lines are pressurized.
If damage or defects develop in the wire ropes, hoisting machine or
other scaffold components as a result of use or abuse. discontinue use
and notify your employ'er.
Contact your Safway Dealer for specral rigging or application information.
Amnnno
SEVERE INJURY OR DEATH CAN RESULI FRC'M
IMPROPER USE OR ASSEMBIY OF HOIST
SUSPENDED SCAf FOII' PRODIJCTS.
DO NOT USEASUSPENDED SCAIFOLD UNLESS:
. YOU ARE WNARING A FAIT ARREST DEVICE. PROPERLY
ATTACHED.
. YOU TLAW READ A\D T]NDERSTAND THE OPERATION
MANUAL.
. YOU TLAVE PERSONALLY DETERIVIINED THAI:
_ THE ROOF SUPPORT SYSTF,NI IS CO]\{PLETB. PROPERLY
ASSEX{BLED. COUNTERWEIGHTED OR OTHERWiSE
ANCHORED, TIED OFFAND NOT OVERLO.ADED,
_ W]NCHES ARE NOT OVERI,OADED.
PLATFORNIS ARE NOT OVERLOADED,
GUARDRAILS ARE PROPERLY INSTAI,LED.
ERECTION AND USE OF HOIST SUSPEMED SCAFFOLD
PRODUCTS IVIUST CO}IPLY WITH SAFWAYS INSTRUCTIONS,
OSHA AND OTHER APPLICABLE CODES. COPIES ARE
AVAILABLE FROM SAFWAY WITHOUT CFL{RGE.
NOTE:
ADDITIONA], INSTRUCTIONS AND INFORI4ATION ARE
AVAII,ABLE FRO},I SAFWAY STEEL PRODUCTS INC.
REGARDING:
14,
C.
\,'IDEOS
ASSEIVIBLY
LOAD CAPACITY
BRACING & TNNG
PARTS IDENTINCATION
WEIGHTS
TRAINING
PLANKING
SAI'ETY TIPS
DISASSEI\{BLY
ERECTIONPROCEDURES RIGGING
ENGINEERINGASSISTANCE COUNTERWEIGHTS
ACCESS FALL PROTECTION
All drar.ings in this brochure are for illustratrve purposes oniJ:
This br<rhure is intended for general information only. Because of the manv variables
which affect the performance ol the product line, some of the information in this
brrcchure may not apply. l'or specihc applications. contact Safivay.
Note: Erection. use, maintenance and disassembly must mnform to current Safway
instructions as rvell as ALL federal. state and local regulations. Copies of mmplete
safety guidelines are available from Safway without charge.
15
T]|E IOI'IPLETE SflFI^IflT TIIIE
I Sectional Scaffoldrng
I Systems'' Scaffolding
I Power Swings
r Rolling Towers
r Shoring
I Tube & Clamp Scaffolding
r\li drawings in this brochure are for
illustrativt: purpose only
'llt- hroihur'r. i" inlended ftrr gcneral
inftrmation onlyr BecarLse of the many
variables which affu:t the perforntnce of
rhe product line. some of the information
in this brochure nruv not appll'. For
specihc applications, contact Safwal
,\ble: Erection. use nraintenancc and
d sr-renbll nrrril ( )nform lo (lrrtFnl
Safway instructions as well ls AJ,L
l.,leral. st:,tr'.rnd l.",rl tcgu.:rtion. Cr,pi"s
ol complett' safetv guidelines tirr these and
oihcr products are available from Salway
without chruge.
SAFWAY STEEL PRODUCTS INC.
Nr 4 !1/23833 Stone Ridge Dr. Suite 400
Wa!kesha, W 53188 (414) 523'6500
(800) 558,4//2 r Fax (414) 523'6595
MhB
a
:sgti Snrq,n Srorl lhdrrt: lnf. All RighG RereF.i.6l9rj oR\:l0l
o ileu Products For
loncrele Forminq
ileeds
NIANTO LARGE PANEL VERTICAL
FORNNVORK
I Improvr,vour formwork cllicirnc5,. '1ake more
panrl to the wall.
I I ewcr clale picks with largt' standard panel
dimensions ofboth 8' x 1l' and 8' x 9' (nominal).
I Improve pour times lvith lirll liquid head pantl
herght capacityl
I Incnrasc overall ftrrm ltle antl appearance wlth
oLrr hot-tlipped galvanizirl fiarne with H.D,0.
pl1'rvrxxl!
I 0angs i lamp'togethel rapidh without small
hardwarc. 'lho panel cllrnps self'align and
runnrrt two gtgantic prtn"l. which give lntt
l?(i sq. ft. of read,v-to-go lirrmworkl
I Supcrsize gangs can be erectcd quickly and
re-coniigLrred rvithout walors or snall. easilr.
lost waler hardwarel
COIIIPACT LIFT FOR}NVORK SYSTE}I
I'l'he most ccononriurl post shore iind lx'tm
drophead forming sl stcm availablt,.
I The sk)ut (120 strineer and joist beirrn is /,'ss
(',r?cni'i.?, s1trr,+? trrl ltgitk't than alttntinLtm.
I A rvood beam mrrv ltrluce jobsite tht'fi.
I Stripprng is us simple as a hanmcr hlrrv hr
ihe dropheatl wcrlgc.
I'l'he lliD post shurc rrnd tripod sLLpport strrbi-
lizr. I hr. :vslln: rlrrr ing ,.rr.ctiott. 'nirrtt:tiztng
the necd fbr strrbilitl blacing.
I The drophead. post shore and tlipotl rrre hot'
dippcd galvrrnizctl firl longer lifel
I l'ast. light, r't'r'tital rvood beam gang lirrming
s!stem.
I The'Supel SplLrcc C20 Bearn t'eplacts the
expensive llurninLnn joists in this kratl-
gathering glng lirrming sl stem,
I 'lhc C2U Boum is slrongcn hgft&,r lnd 1r'ss
coslll than its irlLrminum counterpitrt.
I A wood bearn nral reduce jobsite thtli
compared to lrlrrminum.
I Form l'our rlrtliltrl ureas rvith cot'nt'r {irlrning
der'ices and splicing hardlatc, not available
lvith most otht'r aluminum bcam systt'ms.
RASTO VERTICAL FORM\4'ORK
I Raskr ciin be quicklv handset or conliErred
into a gang forming -.r'stt'n.
I l,argt standard panols 1!)'r 2.i'nominal)
imllrovt. ercction timcs.'l'ltkc morc panel to
thc rvrrlll
I (iuickly errct with two sulf:aligning panel
clunps tr-rtaling 41 sq. fi. in minutesl
! Large glngs can be tiirmetl without ivalet's
ul srrr,rll u;rlor hardrvittt'. tltr,r'hr suringttnte
lnrL retlLrcing the grssibilitl' of shortages.
I Improve poru rates and nrtluce pillolving with
our tirll liquid head panel hcight capaci.tyl
I 0ur svstem is faced ivith H.D.O.
pllwrxxl to create one of the brst concrete
sulfirct's possible.
I Framcs ale hot-dippetl galvlnized to prevent
rLrst lnd extend form lile.
TOPEC }IODULAR SL{B FORNI\!ORK
I Onc of the quickest motlulirr wood-faced slah
formrvork system-. availuhlel
! l,lrgc (6 x ll'nominal). lightwcight (46 lbs.)
alurninun panel-" rapidll cnrt to provide
vour dttk surface.
! Simple and fast ertrtion using onll-trvo
lssemblv component-< patrel and a shorc.
I All crtrtion and dismantling is perlbrmed
frorn the glound. reducing rvorkcrs' exposure
to firlls.
l'li4x,c panels proride a non"pillowing. rtnifortn
finish. Comprised of r 5-laver plastic-coated
multipler pllwood, the plnels are edge-pro-
tu ttxl bv a powder-snted aluminum fi'ame
I?rr tirsy ileaning.
I 'l'his vcrsatile slstem can tccttmmodate slllbs
up to 1l)' high and 1:1" thick quirklv and simplt:
h'lnll/Slnb Fomuorlt nnd
flccessories
Cz() WALL FORN{WORK
For additional information, call SAFWAY STEEL PHODUCTS INC
N14 W23833 Stone Ridoe Dr.. Surte 40d
waukesha. wl 53188 J414) 523-6500
(800) 558-4772 r Fax (414) 523-6595
, lg!(isrlwrv St{{l l'rodLrctr In, .\llliirhrs l'lr{,r!ed 3197 ORN 1l0r)
Introducinq the ]r|eur
Simple, 0uiclr nnd llersotile
l'l'lrt' llist Shole l]5() l)l] oflt'rs vou ir sirnlrlt',
t'conrrniit' nl('ans ol sltorittg.
I Sltorr's c:rrr ltc trst'cl inrlir,idLrirlll'or in conjLrt'tion rvitlt
li l rtrtl sltoring I r*:r'r t t ll lir ':.
I t;-llt.ad provitlt's a sarlrllt'to support 1hc
st rirrgc'r or joists.
(J u icl<r-clt'ase tlt'vice s:rvcs lirrrt' anrl
t,nr.rgt' <lrrring stripping.
I Instirllctl tlLrick rclt'asr'lrolt with
Srrrrrr thiel< r'etairrt,r' slirnrlt curr't bt
lost.
r Hot rliplx<l salv:urize'rl lo l)r(.v('nt rusl
arrtl crlt'rrrl lili'.
I All lrartlrv;rrc is st'lf corrtaint'rl. No lost or ntiss-
lng l)ar t s.
I Ibst shorr's art' rlt'sigrrttl 1o sul)l)or'1 r'i'rlic:rl Liarls.
,,\ll lirrtttr,vork or supltorlt'd strrrcttrrt's tnust lx'
li.slr-aint'rl ll'orn lirlcrlrl lno\'('llt('nt.
Posl $hore 350 [B
or
Post Shore 350 [B
Post Shore 350 DB
Part No.
Height:
Weight:
Part No.
VF"TAOO1645
USEP
VFTP552147
615rr to 1il5r1
46.5lbs.
Description Weight
Post Shore Bracing Clamp 0.3 lbs.
U-Head 4.9lbs.
Height (ft.)
6r5rl
6r6rl
7t0n
at All
8r0rl
8r6rl
9r0rl
9r6rl
10r0rl
10r6rl
11rOil
11'5rl
Inad (lbs.)
5700
5700
5700
5700
5700
5700
s700
5700
5700
5700
5650
5050
USEP
-- -\==
VFTA001645* Post shr)f{'s musl bc braced or rcslt-rtined front
lateral nrovement by other rtu:ans.
All drawings on this sheet are for illustrative purposes
only. This sheet is intended lbr general infortnation
purposes only'. Ilecause of the many variables rvhich
affect the performance of the product line, some ol
the information in it nray not appl1'. I"or specilic
applications, contact Safivalr
NOTE: Ilrection, use, maintenance ancl disassembly
l1'rust conform to currcnt manufacturer's instructiotls
as well as all l'ederal. state and local regulations.
Copies oI complete safety guklelines for these and
other products are al'ailable from Safuay or your
Safu'ay dealer without charge.
SAFWAY STEEL PRODUSTS INC.
N'14 W23833 Stone Ridge Dr. Suite 400
Waukesha, Wl 53188 (414) 523-6500
i800) 558-4772 . Fax (414) 523-6595
VFTP552147
ia') 1996 Safwa,y Steel Products Inc. All Rights Reservcd.1l196 ORN 553
er,
Design Review Action Form
TOWN OF VAIL
Project Name: VA Mill Creek Circle Staging Lot
Project Description: Landscaping (with fence and gate)
ProjectNumber: nla
Owner, Address and Phone: Vail Associates, PO Box 7, Vail, CO 81657
ArchitecUContact, Address and Phone: Vail Resorts Development Company, Attn: Jonathan Greene, PO
Box959,Avon,CO 81620
Project Street Address: n/a
Legal Description: A portion of Tract E, Vail Village S'n niling
Parcel Number: 2101-082-42-008
Comments:
Building Name:
Board / Staff Action
Motion by:
Seconded by:
Vote:
Action: StaffApproved
Conditions:
1) Pursuant to Section 12-11-5(C), Vail Town Code, the steel gate arm posts must be either finished in
stone or replaced with wooden posts (matching the split rail fence).
2) Please provide the size and invert of the CMP at the driveway entrance prior to grading permit.
3) Please show the flow line of the swale from the driveway entrance to the CMP inlet at the Vista
Bahn lift prior to grading permit.
Town Planner: Brent Wilson
Date: 5126100 DRB Fee Pre-Paid: $20.00
,i
, RECEIPT - 4c Town of Vail
N9 51192
DATE
RECEIVED FROM
ADDRESS
Police ReceiptPermit Numbers
HOW PAID-Cash-
fl
Questions? Ct " Planning Staff at 47g-2L38
APPLICATION FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application is for any project requiring Design Review approval. Any project requiring design review must
receive Design Review approval prior to submitting for a building permit. For specific information, see the submittal
requirements for the particular approval that is requested. The application cannot be accepted until all the required
information is submitted. The project may also need to be reviewed by the Town Council and/or the Planning and
Environmental Commission. Design Review Boatd approval expires one year after final approval untess a
building permit is issued and construction is started.
DESCRIPTION OF THE REQUEST:..,&jc s 1tr .ltrr a.,ra.r, Oq.rne &
il {esarls
A.
"O,
fr(i.,&
LOCATION OF PROPOSAL: LOT:_ BLOCK:_FIUNG:
pHysTqALADDRESS: T*.+ E fr[\\ Geek fi,&
MAIIINGADDRESS:Po &x c51 rlvo'v (cr ?Ufio
owNER(S) STGNATURE(S):
MME OFAPPUCANT:
OF REVIEW AND FEE:
Ilew Construction - $200 Construction of a new building.
Addition -$50 Includes any addition where square footage is added to any
residential or commercial building.
Minor AlteraUon - $20 Includes minor changes to buildings and site improvements, such
as, reroofing, painting, window additions, landscaping, fences and
retaining walls, etc,
DRB fees are to be paid at the time of submittal. Later, when applying for a building permit, please identify
the accurate valuation of the project. The Town of Vail will adjust the fee according to the project valuation.
PTEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,
ft-
B.
c.
D.
E.
F,
G.
PARCET #: l'lOt Ottr t{IOOd (Contact Eagle Co. Assessors Office at 970-328-86,10 for parcel #)zowue: Aq t 9tsry #cz
-----.v_-
NAMEoFoWNEn(s): f^i\ v$gloci&a Lqc. 6n*..ut r :G*.'thow Geee^re \/BDC-
TYPE
tr
tr
v
75 SOUTH FRONTAGE ROAD, VArL, COLORADO 81657.
LISTOF PROPOSED MATERIC
BUILDING MATERIAIS:TYPE OF MATENAL:CQI.QB:
Roof
Siding
Other Wall Materials
Fascia
Sotrits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Fhshing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
* Please speciff the manufacturer=s @lor, number and attach a small color chip
** All exterior lighting must meet the Town=s Lighting Ordinance 12-11-5J. If exterior l(1hUng is proposed,
please indicate the number of fixtures and locations on a separate lighting plan. Identiff eadt fixture type
and provide the height abo/e grade, lumens output, luminous area, and attach a cut sheet of the lighting
fixtures.
PROPOSED I.ANDSCAPING
Common Name:Ouantity: Size*:
PROPOSED
TREES AND
SHRUBS:
.(pr,e<-c-
t t-,r^oro 5 hcuhs
r I c;oqc Jr,ri,.,$q Plr,ls
Acpc.vrs :J9-
F3)
DCSTING TREES
TO BE
REMOVED:
*Minimum requirements for landscaping :deciduous trees - 2 inch caliper
coniferous trees - 6 feet in height
shrubs - 5 gallons
Square Footage:Tyoe:
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION
CONTROL
lvu.rtch, c om+ccft0grourl, ftrP{n^ll-d3as!--
aktiW ww
OTHER LANDSCAPE FEATURES (retaining walls, fences, swimming pools, etc.) Please specify. Indicate top
and bottom elevations of retaining walls. Maximum height of walls within the front setback is 3 feet.
Maximum heiqht of walls elsewhere on theJkzt q,C. - Onrt^*ior ean
is 6 feet.
a\rl
UTIUTY LOCATION VERIFICATION
This form is to verfi service availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they be main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Signature
U.S. West Communications
1-800-922-1987
468-5860 or 949-4530
Date
Public Seruice Company
949-5781 (Gary Hall)
Holy Cross Electric Assoc.
949-5892 (Ied Husky;John Boyd)
T.C.I.
949-5530 (Floyd Salzar)
Eagle River Water
& Sanitation District *
476-7480 (Fred Haslee)
x Please bring a site plan, floor plan, and elevations when obtaining Upper Eagle Valley Water &
Sanitation signatures. Fire flow needs must be addressed.
NOTES:
1' If the utility verlfication form has signatures from each of the utility companies, and no comments
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2' If a utility company has concerns with the proposed construction, the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resolved. The
issue should then be detailed in an attached letter to the Town of Vail. However, please keep in
mind that it is the responsibility of the utility company and the applicant to resolve identified
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Work at the Town of Vail. Utilitv locations must be obtained before
digging in any public right-of-way or easement within the Town of Vail. A buildino permit is not a
Public Wav permit and must be obtained seoarately.
il.
m.
ry.
PRE-APPUCATION CONFERENCE
A pre-application conference with Town of Vail staff is required. No application can be accepted
unless the mandatory pre-application meeting has been completed. It is the applicant=s
responsibility to schedule this meeting by calling 970-479-2128.
TIME REOUIREMENTS
The Design Review Board meets on the 1st and 3rd Wednesdays of each month. A comptete
appllcation form and all accompanying material must be accepted by the Community Development
Department a minimum of three and a half (3 V2) weeks prior to the date of the DRB public
hearing.
REVIEW CRITERIA
Your proposal will be reviewed for compliance with the Design Guidelines as set forth in Section 12-
11 of the Municipal Code.
NOTE TO ALL APPUCANTS:
A. If a property is located in a mapped hazard area (i,e. snow avalanche, roctfall, floodplain,
debris flow, wetland, etc), a hazard study must be submitted and the owner must sign an
affidavit recognizing the hazard report prior to the issuance of a building permit. Applicants
are encouraged to check with the planning staff prior to submittal of a DRB application to
determine the relationship of the property to all mapped hazards.
B. Basic Plan Sheet Format. For all surveys, site plans, landscape plans and other site
improvements plans, all of the following must be shown.
I. Plan sheet size must be 24"x 36". For large projects, larger plan size may be
allowed.
Scale. The minimum scale is 1"=20'. All plans must be at the same scale.
Gnphic bar scale.
Nodh anovrr,
Title bloclq project name, project address and legal description.
Indication of plan preparer, address and phone number.
Dates of original plan preparation and all revision dates.
Vicinity map or location map at a scale of 1"=1,000'or larger.
Sheet labels and numbers.
A border with a minimum left side margin of 1.5".
Names of all adjacent roadways.
Plan legend.
C. For new construction and additions, the applicant must stake and tape the project site to
indicate property lines, proposed buildings and building comers. All trees to be removed
must be taped. The applicant must ensure that sbking done during the winter is not
buried by snoar. All sib tapings and staking must be completed prior to the day of
the DRB meeting.
D. Applicants who fail to appear before the Design Review Board on their scheduled meeting
date and who have not asked in advance that discussion on their item be postponed, will
have their items removed from the DRB agenda until such Ume as the item has been
republished.
E. If the DRB approves the application with conditions or modifications, all conditions of
apprwal must be resolved pflel to the issuance of a building permit.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
L2.
V.STAFF APPROVAL
The Administrator may review and approve Design Review applications, approve with ceftain modifications,
deny the application, or may refer the application to the Design Review Board for decision. All staff
approvals are subject to final approval by the DRB. The following types of Design Review applications may
be staff approved:
A' Any application for an addition to an existing building that is consistent with the architectural
design, materials and colors of the building, and approval has been received by an authorized
member of a condominium association, if applicable;
B. Any application to modify an existing building that does not significantly change the existing planes
of the building and is generally consistent with the architectural design, materials and colors of the
building, including, but not limited to exterior building finish materials (e.g. stoneworlg siding, roof
materials, paint or stain,), exterior lighUng, canopies or awnings, fences, antennas, satellite dishes,
windons, skylights, siding, minor commercial facade improvements, and other similar modifications;
C. Any application for site improvements or modifications including, but not limited to, driveway
modifications, site grading, site walls, removal or modifications to o<isting landscaping, insbllafion of
accessory structures or recreational facilities.
ADDMONAL REWEW AND FEES
A. Ifthis application requires a separate review by any local, state or Federal agency other than the
Town of Vail, the application fee shall be increased by 9200.00. Examples of such review, may
include, but are not limited to; Colorado Depaftment of Highway Access Permits, Army Corps of
Engineers 4(X, etc.
B' The applicant shall be responsible for paying any publishing fees which are in o<cess of 50o/o of the
application fee. It at the applicant's request, any matter is postponed for hearing, causing the
matter to be re-published, then the entire fee for sudr re-publication shall be paid by the applicant.
C. Applications deemed by the Community Development Department to have design, land use or other
issues which may have a significant impact on the community may require review by consultants in
addition to Town staff. Should a determination be made by the Town staff that an outside
consultant is needed, the Community Development Departrnent may hire the consultant. The
Department shall estimate the amount of money neces$ry to pay the consultant and this amount
shall be foruarded to the Town by the applicant at the time of filing an application. Expenses
incuned by the Town in excess of the amount forwarded by the application shall be paid to the
Torn by the applicant within 30 days of notification by the Town. Any o<cess funds will be retumed
to the applicant upon roriew ompletion.
ml{\
Questions?
o
Call the Planning Staff at 479-2138
MINOR ALTERATIONS TO THE EXTERIOR OF BUILDINGS
AND SITE IMPROVEMENTS
GENEML INFORMATION
This application applies to changes made to a site or exterior alterations of a building. Any
alteration in which additional building square footage is added will require an "additions"
application.
I. SUBMITTAL REOUIREMENTS
tr Photos or sketches which clearlv convey the existing conditions.
fl Photos or sketches which clearlv convey the proposed building or site alteration(s).
fl All relevant specifications for the proposal including colors and materials to be
used.
n Condominium Association approval (if applicable),
n If the intent of the proposal is not clearly indicated, the Administrator may
determine that additional materials are necessary for the review of the application.
o
FI COPTLE
T0Wl,l0FVAIL
75 South Frontage Road
Vail, Colorado 81657
970479-2r00
Fil(970479-2157
July 31,'1999
Joe Macy
Vail Associates
Box 7
Vail, CO 81658
Re: Golden Peak Ski Tunnel, Tract B, Vail Village 7th
Dear Joe:
The Community Development Department, in an effort to ensure that the proposed skier tunnel is
appropriately addressed with respect to design and impacts, and to discontinue the tabling of the
filed appeal, is withdrawing the minor arnendment approval to the Golden Peak development plan.
It is understood that it is your desire to work closely with the appellant so that they have an
opporhmity to review the plans prior to any future Town approvals.
It is also understood that you are agreeable to this course of action in order to discontinue the
tabling of the cunent appeal that has been filed with respect to this application.
The Community Development Departrnent will consider the minor amendment application as
pending and will not act on the application until a complete DRB application has been submitted.
Ifyou have any questions, please contact me at 479-2148.
Chief of Planning
c: John Dunn
{p"""otoruo
FL?coPY
TOWI'IOFVAIL
Department of Conmunity Development
75 South Frontage Road
Vail, Colordo 81657
970-479-2138
FAX 970-479-2452
March22,1999
Joe Macy
Vail Associates
Box 7
Vail, CO 81658
Re: Golden Peak Ski Tunnel, Tract B, Vail Village 7th
Dear Joe:
The plans that were submitted for the tunnel have been reviewed. The following items need to
be addressed prior to the plans being scheduled before the Desigrr Review Board. It is generally
recommended that revised plans be submitted at least l0 days prior to the DRB meeting. The
project is currently scheduled for review at the DRB meeting on April 2lst.
The plans need to show the grading that will occur with the project in order for the Public Works
Department to analyze the proposal. Additionally, we would like profiles of the entance and
exit walls showing materials, color, design and texture. Finally, the site plan should show a
rendering of any portion of the tunnel walls that will be visible (not covered with dirt).
Please feel free to contact me at 970479-2140 to discuss the project.
JeffHunt
Senior Planner
{p*'*"o
MWII OFVAIL
Department of Commwity Development
75 Sowh Frontage Road
Vail, Colordo 81657
970-479-2138
FAX 970-479-2452
April9, 1999
Joe Macy
Vail Associates
Box 7
Vail, CO 81658
Re: Minor Amendment to Golden Peak Development Plan to Construct a Ski Tunnel;
Tract B, VailMllage 7th
Dear Joe:
Based on the findings contained in this letter, the ski tunnel has been approved by staff with
the following conditions.
1. A grading plan shall be approved by the Public Works Department.2. The design of the tunnel entrance and exit shall be approved by the Design Review
Board.
I. DESCRIPTION OF THE REQUESTAND BACKGROUND
The request is for a minor amendment to the Gold Peak development plan to allow for the
construction of a tunnel under a race course. The tunnel would improve skier access to Ski
Club Vail, Pinos del Norte condos and North Woods condos. Currently, skiers must cross the
race course on Ruder's Route. This crossing has the potential for skier collisions. The tunnel
would greatly reduce the potential for collisions.
The tunnel would be about 200' long, 20'8" wide and 10' high. The tunnel would be located
under Ruder's Route ski run, west of Gold Peak chair 16, at about the 8300' elevation.
II. CRITERIA AND FINDINGS
A. Section 12€D-6-D: Amendments to the approved development plan will be
considered in accordance with the provisions of Section 12-gA-10 of this
Tlfle.
Section 12-9A-10 is addressed below.
{j*o""uoruo
Section 12-94-2: Minor Amendment (staff review): Modifications to site
plans that do not alter the basic intent and character of the approved
district and are consistent with the design criteria of this Chapter, may
include changes to landscape or site plans that do not adversely impact
pedestrian or vehicular circulation.
The approved Gold Peak development plan includes the Gold Peak buildings,
parking and ski runs. The tunnel would not affect these elements of the plan
except for the ski runs. The tunnel would not alter the basic intent or character
of the ski runs. The tunnel is in keeping with and would be incidental to the ski
runs. The design of the tunnel will have to be approved by the Design Review
Board. Staff believes the tunnel will actually improve pedestrian (skier) traffic
and have no impact on vehicular traffic.
Section 12-9A-10: Minor modifications consistent with the design criteria
outlined in subsection 12-94-2 may be approved by the Department of
Community Development. Notification of a proposed minor amendment
and a report of staff action 'shall be provided to all property owners within
or adjacent to the district that may be affected by the amendment.
Notification shall be postmarked no later than 5 days following staff action
on the amendment and shall include a brief statement describing the
amendment and the time and date of when the Planning and Environmental
Gommission will be informed of the staff decision.
As noted above, stiaff believes the amendment is consistent with the design
criteria under subsection 12-94-2. Notification of the proposal was provided to
all adjacent property owners on March 25, 1999. No comments were received.
You should be aware that this approval could be called up for review by the Planning &
Environmental Commission. Please feel free to call me at970479-2140 to discuss the project.
B.
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,_ Sincerely,
^*F,.--_./ (\ u /
Jeff Hunt
Senior Planner
FIEVERYONE\PEC\MEIVOS\99\GOLD-PK
/
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TOWNAFYAIL
APPE^A.LS E'ORM
REQUIRED FOR FILING AI\I APPEAL OF A STAT'F, DESIGN REVIEW BOARD OR
PLANNING AI\D ENVIROIYMENTAL COMMISSION ACTION
A.ACTION/DECISION BEINC A3pEALED: Mjror anen&nent to
develoSxent plan to allcn for construstion of a skier tunnel at Golden Peak g<i Base,
45R Vai l \7.a'l Ianr Dri rra
DATE OF ACTION/DECISION:
NAME OF BOARD OR PERSON RENDERING THE DECISION/TAKING ACTION:
To^tn Staff
NAME OF APPELLAIiT(S): -Kenneth S. Brown, T5r:stee
MAILINCADD
PHYSICAL ADDRESS IN VAIL:375 Millcreek Circle PHONE: 212-702-58?5
LEGAL DESCRIPTION OFAPPELLAI{T'S PR6PERT INVAIL: T.OE L7 ' BlOd( ].,VaJ-l ViIlagC
E'i rc# Iri 'l i n- - .g
DUNN,& lmuRIELro, P. c.
SIGNA
John Drnn
for ApSnllarrt
108 S. F'rontage Road West, Sui-e 300VaiI, Colorado 81658
(970) 476-0300
Page I of2
F. Dces this appeai invoive a specific parcel of tand? ves If yes, please provide the following information:
are you an adjacent property owner? Yes l(-- no
If no, give a detailed explanation of how you are an "aggriwed or adversely affected penon." 'Aggriwed or
adversely affected person" means any penon who will suffer an adverse effect to u interest protected or
furtbered by this title. The alleged adverse interest may b€ shared in comrnon with other members of tbe
community at large, but shall exceed in degree the general interest in community good shared by all penons.
Appellant i-s cwner of adiacent propertv and resident il U:e
neiqhborhood. Vail l4micipa]. code. sec. 1?-oA-8A reflri_res design
crrqrati hi I i ty :nd sensi 1. irri fy fo AE[p] 'l:nt t q prafrcrry :nrl i nrned i eto
envir.orfient ard neiqhborhood of which Apt:ell-artt i-s a part.
G. Provide tbe names and addresses (both penon's mailing address and properfy's physical address in Vai) ofall
owners of propedy which are the subject ofthe appeal and all adjacent property owners (inctuding properties
separated by a right-of-way, streang or other intervcning barriers). Also provide addressed and stampid envelopes for
each property owner on the list.
H. On separate sheets of paper, speciff the precise nature of tbe appeal. Please cite specific code sections having
relevance to the action being appealed.
I. FEE: $0.00
Page2 of2
The modification approved by staff should not have been treated as falling within the scope of
staffapprovals permitted by Vail Municipal Code, $ 12-94-2.
Staff approval did not comply with the following desigrr criteria contained in Vail Municipal
Code $ l2-9A-8:
A. Compatibility. The modification is not design compatible with and sensitive to the
immediate envirorunent, neighborhood and adjacent properties relative to scalg !nlk, height,
character and visual integrity.
B. Relationship. The modification does not provide a compatible, efficient and wortable
relationship with surrounding uses and activities.
F. Design Features. The design and location of the modification is not zuch as to produce a
frurctional development rcsponsive and sensitive to nafr:ral features, vegetation and the overall
aesthetic quality of the community.
TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
April9, 1999
Joe Macy
Vail Associates
Box 7
Vail, CO 81658
Re: Minor Amendment to Golden Peak Development Plan to Construct a Ski Tunnel;
Tract B, VailVillage 7th
Dear Joe:
Based on the findings contained in this letter, the ski tunnel has been approved by staff with
the following conditions.
1. A grading plan shall be approved by the Public Works Department.2. The design of the tunnel entrance and exit shall be approved by the Design Review
Board.
I. DESCRIPTION OF THE REQUESTAND BACKGROUND
The request is for a minor amendment to the Gold Peak development plan to allow for the
construction of a tunnel under a race course. The tunnel would improve skier access to Ski
Club Vail, Pinos del Norte condos and North Woods condos. Currently, skiers must cross the
race course on Ruder's Route. This crossing has the potential for skier collisions. The tunnel
would greatly reduce the potential for collisions.
The tunnel would be about 200' long, 20'8" wide and 10' high. The tunnel would be located
under Ruder's Route ski run, west of Gold Peak chair 16, at about the 8300'elevation.
II. CRITERIAANDFINDINGS
A. Section 12€D-6-D: Amendments to the approved development plan will be
considered in accordance with the provisions of Section 12-9A-10 of this
Title.
Section 12-9,4-10 is addressed below.
{p roto"rr r",
Section 12-9A-2r Minor Amendment (staff review): Modifications to site
plans that do not alterthe basic intent and character ofthe approved
district and are consistent with the design criteria of this Ghapter, may
include changes to landscape or site plans that do not adversely impact
pedestrian or vehicular circulation.
The approved Gold Peak development plan includes the Gold Peak buildings,
parking and ski runs. The tunnel would not affect these elements of the plan
except for the ski runs. The tunnel would not alter the basic intent or character
of the ski runs. The tunnel is in keeping with and would be incidental to the ski
runs. The design of the tunnel will have to be approved by the Design Review
Board. Staff believes the tunnel will actually improve pedestrian (skier) traffic
and have no impact on vehicular traffic.
Section 12-9A-10: Minor modifications consistent with the design criteria
outlined in subsection 12-9A-2 may be approved by the Department of
Community Development. Notification of a proposed minor amendment
and a report of staff action shall be provided to all property owners within
or adjacent to the district that may be affected by the amendment.
Notification shall be postmarked no later than 5 days following staff action
on the amendment and shall include a brief statement describing the
amendment and the time and date of when the Planning and Environmental
Commission will be informed of the staff decision.
As noted above, staff believes the amendment is consistent with the design
criteria under subsection 12-9A-2. Notification of the proposal was provided to
all adjacent property owners on March 25, 1999. No comments were received.
You should be aware that this approval could be called up for review by the Planning &
Environmental Commission. Please feel free to call me at970-479-2140 to discuss the prqect.
Senior Planner
FTEVERYONE\PEC\MEMOS\99\GOLD.PK
B.
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TOWNOFVAIL
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APP[.. ^ I.S F,ORM
REQUIRED FORNLING AN APPEAL OFA STAT4 DBSIGN REVIEW BOARD OR
PLAI\MNG AiYD EI\-IIIROI\IIVIENTAL COMMISSION ACTION
ACTION/DECISION BEING 4PPg,ggP;]15IOT a11eru\en.|to
develogrent plan to allcrr for constnrcLion of a skier tr:nnel at Go1den Peak Ski Base,
458 Vail Vall-ey Driwe;
DATE OF ACTION/DECISION:
NAME OF BOARD OR PERSON RENDERING TIIE DECISION/TAKING ACTION:-
Tlcnrn Staff
NAME OF APPELLAI{T(S): 'Kennettl "5. Brovrrr, Ilcustee
MAILINGADDRESS:805 3rd Avenue, 20ttr Floor. tibu York, NY 10022
PHY.SICALADDRESSINVAIL:g7S Milcreek circle PHONE:212192-5!!?5_
LEGAL DESCRIPTION OF APPELLAIIT'S pROpERTy IN VAIL: I"ot L7 | BIod< l,vai-I village
Firc+ Eri l ing
DIJI{N,& !4AuRIrf,iIO, P. C.
E.SIGNA
.tohn Drnn
for Appellant
108 S. Ftontage Road l{est, Sui-e 300
Vai1, Colorado 81658
(970) .476-0300
Page I of2
D.
F. Does this appcal involve a specific parcel of land? ves If yes, please provide the following infornration:
are you ur adjacent prop€{y owner? Yes J_ no
Ifno, give a detailed explanation ofhow you are an "aggriwed or adversely affected person." "Aggrieved or
adversely affected person" means any person who will zuffer an adverse effect to an interest protected or
furthered by this title. The alleged adverse interest may be shared in common with other members of the
community at large, but shall exceed in degree the general interest in community good sbared by all persons.
Appellant is o\^/ner of ad.'iac€nt propertv and resident i.:r the
neighborhod. Vail- l :nicipal Code. Sec. 12-qA-8A requires design
ccn[rati hi 'l i l-y and sensi tiwi fy tn A$ra l I anf t q Frn[Frty and i ryrrpd i ata
envirorrnent and neiqtrlcorhood of wtrictr Arpellant is a part.
G, Provide the names and addresses (both penon's mailing address and property's physical address in Vail) ofall
ownets of propcrty which are the subject of the appeal and all adjacent property owners (including properties
separated by a riglt-of-way, stream, or otber intewening baniers). Also provide addressed and stamped envelopes for
each property owner on tle lisl
H. On separate sheets of paper, specifr the precise nab.ue of the appeal. Please circ specific code sections having
relevance to the actioo being appealed.
L FEE: $0.00
Page2 of2
.t I t
The modification approved by staff should not have been treated as falling within the scope of
staff approvals permitted by Vail Municipal Code, $ l2-9A-2.
Staff approval did not comply with the following desiga criteria contained in Vail Municipal
Code $ l2-9A-8:
A. Compatibility. The modification is not design compatible with and sensitive to the
immediate environment, neighborhood and adjacent properties relative to scale, bulk, height,
character and visual integrity.
B. Relationship. The modification does not provide a compatible, efficient and workable
relationship with surrounding uses and activities.
F. Design Features. The desigrr and location of the modification is not such as to produce a
functional development responsive and sensitive to natural features, vegetation and the overall
aesthetic quality of the community.
NorE: Time of items are approximate, subiect to change, and cannot be reliedupontodetermineatwhattimecouncilwi|iconsideranitem.
VAIL TOWN COUNCIL
TUESDAY, MAY 11, 1999
2:00 P.il. AT TOV COUNCTL CHAMBERS
Site Visits: (30 mins.)a. Lionsridge Loop/Buffehr Creek Road. (see item #4)
PEC/DRB Report. (15 mins.)
Appeal of the PEC approvalfor a MinorAmendment to the Golden
Pe.ak Development Plan to Construct a SkiTunnel; Tract B, Vail
Village 7b. (15 mins.)
ACTION REQUESTED OF COUNCTL: Uphotd, overturn or modify
the PEC approval ofthe tunnel.
BACKGROUND RATIONALE: The request is for a minor
amendment to the Gold Peak development plan to allow for the
construction of a tunnel under a race course. The tunnel would
improve skier access to Ski Club Vail, pinos del Norte condos and
North Woods condos. Currenfly, skiers must cross the race
course on Ruder's Route. This crossing has the potential for skier
collisions. The tunnel would greafly reduce the potential for
collisions. The tunnel would be about 200' tong, ZO'g'wide and
10' high. The tunnel would be located under Ruder's Route ski
run, west of Gold Peak chair #6, at about the g300' elevation.
The Municipal Code provides for staff approval of minor
amendm-ents to development plans. Staff approved the request
on April 9, subject to the following conditions.' please see
attached staff letter.1. A grading plan shall be approved by the public Works
Department.2. The design of the tunnel entrance and exit shall be
approved by the Design Review Board.
On April 12, the Planning and Environmental Commission
discussed the stafi approval and did not call it up, thereby
approving the request.
Staff understands that the appellant's concerns are based on the
appearance of the tunnel. please see attached appeals form.
The design of the tunnel is scheduled for review by the Design
Review Board on May 19th. The Municipal Code provides foi
appeals of DRB decisions. This seems like the appropriate
avenue to address the appearance of the tunnel.
STAFF RECOMITIENDATION: Staff recornmends the Council
uphold the PEC approval of the tunnel.
Discussion of two add-ons to the approved Lionsridge
Loop/Buffehr Creek Road street project. (15 mins.)-
Future of Vail's Marketing Discussion. (30 mins.)
<N
4"v
1.
2.
George Ruther
3.
Jeff Hunt
/.,
\[
4.
Greg Hall
5.
Bob McLaurin
Pam BranrJmeyer
6.Executive Session - Negotiations. (30 mins.)
7.
Cricket P/man
Cindy Allard
Kristy Grims
Moe Mulrooney
8.
o
10.
11.
Learning Tree and ABC School request to modify terms and
Conditions of their respective leases. (10 mins.)
Information Update. (10 mins.)
Council Reports. (10 mins.)
Other. (10 mins.)
Adjoumment - 4:55 p.m.
NOTE UPCOMING MEETING START TIMES BELOW:
(ALL TIMES ARE APPROXIMATE AND SUBJECT TO CHANGE)
THE NEXT VAIL TOWN COUNCIL REGULAR WORK SESSIONwlLL BE oN TUESDAY, 5r18/99, BEGINN|NG AT 2:00 p.M. tN Tov couNctL cHAitBERs.
THE FOLLOWING VAIL TOWN COUNCIL REGULAR WORK SESSIONwLL BE oN TUESDAY, s/2sl99, BEG|NNING AT 2:00 p.M. tN Tov couNctL CHAMBERS.
THE NEXT VAIL TOWN COUNCIL REGULAR EVENING MEETINGWILL BE ON TUESDAY, 5/18/99, BEGTNNING AT 7:OO P.M. IN Tov coUNcIL GHAMBERS.
sign language interpretiation available upon refi'ue-st-wiinTfn6ur notification. please cail 479-2332 voice or 479-2356 TDD for information.
TOWNOFVAIL
A.
APPEAI S FORM
REQUIRED FOR FILING AI\I APPEAL OF A STAFF, DESIGN R.EVIEW BOARD OR
PLAI\INING AND ENVIRONMf, NTAL COMMISSION ACTION
ACTION/DECISION BEING AppEALED: Mj-nor anen&rent to previously approved
developrent plan to allor,v for construction of a skier tururel at Golden Peak Ski Base,
458 Vail VaIIev Drive.
B.
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DATEOFACTION/DECIS1ON: Apf+I 12, 1999
NAME OF BOARD OR PERSON RENDERING THE DECISION/TAKING ACTION:
Trclt^tn Staff
D. NAMEOFAPPELLANT(S): Kenneth S. Brovm, IYustee
MAILING4pppggg. 805 3rd Avenue, 20th Floor, Net'r York, NY L0022
PIrySICAL ADDRESS IN VAIL:375 Millcreel< Circle PHONE: 212-702-5875
LEGALDESCRIPTIONOFAPPELLANT'SpROpERTyINVAIL: I-ot t7, BIod{ l,vaiI ViIIage
!.i rsf Ei |.ing
DTJNN & MAttRlrf,ro, P. c.
E.SIGNA
John
for Appe1lant
108 Frontage Road West, Sui-e 300
Vaj-I,
(e70)
Colorado 81658
476-0300
Page I of2
F. Does this appeal involve a specific parcel of land? ves If yes, please provide the following information:
are you an adjacent property owner? Yes X no
Ifno, give a detailed explanation ofhow you are an "aggrieved or adversely affected person." "Aggrieved or
adversely affected person" means any person who will suffer an adverse effect to an interest protected or
furthered by this title. The alleged adverse interest may be shared in common with other members of the
community at large, but shall exceed in degree the general interest in community good shared by all persons.
Appellant j-s olvner of adiacent propertv and resident in the
neiqhborhood. VaiI lthmicipal ccde, sec. 12-qA-8A requires desigt'r
crrq)af i h'i I i ty anrl sensi tirri ty fa AITra l I anl- r s prnlprt-y end i nryrerl.i efa
errvirornent and neiqhborhood of whictr Appel-lant is a part.
G. Provide the names and addresses (both penon's mailing address and property's physical address in Vail) of all
owners of property which are the subject ofthe appeal and all adjacent property owners (including properties
separated by a right-of-way, sheam, or other intewening baniers). Also provide addressed and stamped envelopes for
each property owner on the list.
H. On separate sheets ofpaper, specify the precise nature ofthe appeal. Please cite specific code sections having
relevance to the action being appealed.
L FEE: $0.00
Page2 of2
t
The modification approved by staff should not have been treated as falling within the scope of
staff approvals permitted by Vail Municipal Code, E l2-9A-2.
Staff approval did not comply with the following design criteria contained in Vail Municipal
Code $ 12-9A-8:
A. Compatibility. The modification is not design compatible with and sensitive to the
immediate environment, neighborhood and adjacent properties relative to scale, bulk, height,
character and visual integrity.
B. Relationship. The modification does not provide a compatible, efficient and workable
relationship with surrounding uses and activities.
F. Design Features. The design and location of the modification is not such as to produce a
functional development responsive and sensitive to natural features, vegetation and the overall
aesthetic quality of the community.
Goldm Peak
List of Propertv Owners
Lot or Trad Number Owners N-ame and Address
Lot 15, Block 1, WlSt Harley G. Higbie Jr.
S. 400 i600 Broadway Denver 80202-
Lot 16, Block 1, W lSt Alejandro Burillo Azcarro
104 Del Court laredo, Tx 78041
I-otl7, Block 1, VV ist Elizabeth Johnson Amended and Resated
Revocable Trust Indedure, c/oJEpstein Co
Villard House. 457 Madison Ave.
Ny,NY 10022
L.ot 18, Block 1, W lst ILC Realty
S.101, 7979 Broadway San Artonio, Tx
782W
Lot 19, Block l WlSt Kay H. Chester
395 Mill Creek Cr. Vail, Co 81657
Units E-18, E-2B, G4B and Lot P-l,
Block 3 and easterly 160Ft ofTract F-1,
VV5Th
All Seasons Condo Assoc.
434 Gore Creek Dr Vail. Co 81657
TractI-2W5Th Town of Vail
75 S. Frontage Road West Vail, Co 81657
Parcel A, Lot A, Block 3, W 5th Ramshorn Partnenhip
416 Vail Valley Dr. Vail 81657
Tract E W 5Th Attn: I-egal Dept. Vail Associates, Inc.
Vail, Co 81657
Manor Vail
595 E. Vail Villaee Vail 81657
Ski Club Vail
598 Vail Village Dr Vail 81657
Piaos Del Norte Condo Assoc.
Box 69 Vail81568
Northwoods Condo Assoc.
Box 1231 Vail 81658
Town of Vail
75 S. Frontage Rd. West Vail 81657
USFS
Box 190 Minturn 81645
Golden Peak Condo Assoc.
458 Vail Vallev DR 81657
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Town Council of the Town of Vail will hold a public
hearing in accordance with Section 12-3-6 of the Municipal Code of the Town of Vail on May
1 1 , 1999, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of:
An appeal of the Planning and Environmental Commission's approval of the Vail Associates
request for a minor amendment to a previously approved development plan, to allow for the
construction of a skier tunnel at the Golden Peak Ski Base, located at 458 Vail Valley Drive /
Tract B, Vail Village lh Filing.
Appellant: John W. Dunn, attorney for Kenneth S. Brown
Planner: Jeff Hunt
The application, appeal form and information about the proposal is available for public
inspection during regular office hours in the project planner's office located at the Town of Vail
Community Development Department, 75 South Frontage Road.
Sign language interpretation available upon request with 24 hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published April 26, 1999 in the Vail Trail.
fpPf.v 'j
Golden Peak
List of Property Owners
Lot or Tract Number Oqm€rs Name andAddress
I.ot 15, Block 1, WlSt Harley G. Higbie Jr.
S. 400 1600 Broadway Denver 80202
I-ot 16, Block 1, VV lst Alejandro Burillo Azcarro
104 Del Court kredo, Tx 78041
I,at17, Block 1, W lst Elizabeth Johnson Arnended and Resated
Revocable Trust Indenhre, c/oJEpstein Co
Villard House, 457 Madison Ave.
Ny,NY 10O22
I,ot 18, Block 1, W 1St II,C Realty
5.101, 7979 Broadway San Antonio, Tx
78209
I-t 19, Block 1W1St Kay H. Chester
395 Mill Creek Cr. Vail, Co 81657
Units E-18, E-28, G'48 and Lot P-1,
Block 3 and easterly 160Ft ofTract F-1,
w5Th
All Seasons Condo Assoc.
434 Gore Creek Dr Vail, Co 81657
Tract[-2W5Th Town of Vail
75 S. Frontage Road West Vail, Co 81657
Parcel A, Lot A, Block 3, W 5th Ramshorn Partnership
416 Vail Valley Dr. Vail 81657
Tract E VV 5Th Attn: Iegal Dept. Vail Associates, Inc.
Vail, Co 81657
Manor Vail
595 E. Vail Village Vail 81657
Ski Club Vail
598 Vail Village Dr Vail 81657
Pinos Del Norte Condo Assoc.
Box 69 Vail 81568
Northwoods Condo Assoc.
Box 1231 Vail81658
Town of Vail
75 S. Frontage Rd. West Vail 81657
USFS
Box 190 Minhrn 81645
Golden Peak Condo Assoc.
458 Vail Valley DR 81657
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEHEBY GIVEN that the Planning and EnvironmentalCommission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town ol Vail on April 12, 1999, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration ol:
A request for a variance from Section 12-6H-8, Town of Vail Municipal Code, to allow for gross
residential floor area (GRFA) in excess of the allowable maximum, located at 303 Gore Creek
Drive #8 i Lot I, Block 5, Vail Village First Filing.
Applicant: P. Anthony & Constance Ridder, represented by Gwathmey-Pratt ArchitectsPlanner: George Ruther
A request for a conditional use permit, to allow for outdoor patio seating at Special Development
District #35, located at242 Easl Meadow Drive / Austria Haus Club & Hotel.
Applicant: Johannes FaesslerPlanner: George Ruther
A request for a minor amendment to a previously approved development plan, to allow for the
^ construction of a skier tunnel at the Golden Peak Ski Base, located at 458 Vail Valley Drive /
*ffi;:""''l;"^:,#:Planner: Jeff Hunt
A request for an amendment to a previously approved final plat for the Tall Pines Subdivision,
located at2239 Chamonix Lane i Lots 1 & 2, Tall Pines Subdivision.
Applicant: Chamonix Development Group, LLC & Paintbrush-Tall Pines, GPPlanner: Dominic Mauriello
A request for a variance from Section 12-6D-6, to allow for a building encroachment into a rear
setback, located al2657 Arosa Drive / Lot 8, Block D, Vail Ridge.
Applicant: Town of VailPlanner: Allison Ochs
A request for a modification to a platted building envelope, located at 1047 Riva Glen/ Lot 6,
Spraddle Creek Estates.
Applicant:
Planner:
Franco D'Agostino, represented by Robert Mach
Allison Ochs
A request for a variance to the frontsetback, to allow a new garage, located a1285 Forest
RoacUlot 20, Block 7, Vail Village 1sI.
Applicant: Steve & Linda Waterhouse, represented by Steven RidenPlanner: Jeff Hunt
A request for a minor amendment to Special Development District No. 35, Austria Haus, lo
amend Section 6 of Ordinance #1 2, Series of 1997 to clarify a condition of the Ordinance,
located at 242 E. Meadow Drive/ Part of Tract C, Block 5D, Vail Village 1"' Filing.
Applicant: Bill Sullivan, representing the Austria Haus Development GroupPlanner: George Fluther
A request for a final review of a proposed locker room expansion to the Dobson lce Arena,
located at 321 E. Lionshead CircleiLot 1, Block 1, Vail Lionshead 2no Filing.
Applicant: VailRecreationDistrictPlanner: George Ruther
A request for a final review of a major amendment to Special Development District #6, Vail
Village lnn, to allow for a hotel redevelopment, located at 100 East Meadow Drive, Lots M and
O, Block 5D, Vail Village 1st.
Applicant: Daymer Corporation, represented by Jay PetersonPlanner: George Ruther
A request for a worksession to discuss an amendment to Special Development District #30
(VAC), to allow for an additional drvelling unit and reduction of accommodalion units, located at
the Vail Athletic Club, 352 E. Meadow Drive/Parcels A & B, Vail Village First Filing.
Applicant: JWT 1987 Limited Partnership, represented by John Perkins :t
Planner: Dominic Mauriello ,. \
The applications and information about the proposals are available for public inspection during
regular otfice hours in the project planner's office located at the Town of Vail Community
Development Department, 75 South Frontage Road.
Sign language interpretation available upon request with 24 hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published March 26. 1999 in the VailTrail.
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Yail Associates, Inc.
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WotM Qoss
March 10, 1999
Mr. JeffHunt
Planner Department of Community Development
Town of Vail
75 S. Frontage Road West
Vail, Co 81658
Dear Jeff,
Enclosed are the applications pertaining to the proposed skier turmel at Golden Peak for
DRB approval and an amendment to the Golden Peak Development Plan.
I have also attached a letter of zupport from the Northwoods Condominium
Association. I believe another letter of support will be forthcoming from the Pinos Del
Norte Condominium Association as well. I have also discussed the matter with Jim
Lamont of the East Village Homeowners Association.
Please call me at479-3012 with any questions.
,tF7
Attachments: DRB Application
Amendment to Development
Plan Application
List of Property Owners
PO Box 7. Vail, Colorado. 81658. ohone 970 475 5501 tt
Questif call the Planning staff at 479-2128
APPLICATION FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application is for any project requiring Design Review approval. Any project requiring design review must
receive Design Review approval prior to submitting for a building permit. For specific information, see the
submittal requirements for the particular approval that is requested. The application cannot be accepted until all
the required information is submitted. The project may also need to be reviewed by the Town Council and/or the
Planning and Environmental Commission. Design Review Board approval expires one year after final
approval unless a building permit is issued and construction is started.
A. DESCRIPTION OF TI{E REQLJEST: Construct a skier tunnel under the race course at Golden Peak
from Ruder's Route to a snowmakine hvdrant near Chair 6 Lift line
B. LOCATION OF PROPOSAL: Tract:_L _ BLOCK:- FILING: W 7th
PHYSICAL ADDRESS: 498 Vail Vallev Drive
C. PARCEL #: 210108109002 (Contact Eagle Co. Assessors Office at 970-
328-8640 for parcel #)
D. ZONING: Ski Base
E.NAME OF OWNER(S): Vail Associates. Inc.
MAILING ADDRESS: Box 7 Vail, Co 8165E
PHONE:479-3012
F.
G.
OWNER(S) SIGNATIIRE(S):
NAME OF APPLICANT:
MAILING ADDRESS: Po Box 7 VaiL es 8165E
PHONE: 479-3012
TYPE OF REVIEWAND FEE:
El New Construction - $200 Construction of a new building.
tr Addition -$50 Includes any addition where square footage is added to any residential or
commercial building.
E Minor Alteration - $20 Includes minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls, etc.
DRB fees are to be paid at the time of submittal. Later, when applying for a building permig please
identifftheaccuratevaluationoftheproject. TheTownofVailwilladjustthefeeaccordingtothe
project valuation.
PLEASE SI'B1VtrT TIIIS APPLICATION, ALL SUBI\IITTAL REQIJIREMENTS
AND TIIE FEE TO TIIE DEPARTMENT OF COMMUNTTYDEVELOPMENT'
75 SOUTIT FRONTAGE ROAD, VArL, COLORADO 81657.
H.
I.
T0wN0FvAL
* Please speciff the manuffrer s color, number and attach a small cofchin
.* All exterior lighting must meet the Town=s Lighting Ordinance I 8.54.050(D. If exterior lighting is proposed,. . please indicate the number of fixtures and locations on a sepanate lighting plan. ldentifr each fucure type and
provide the height above grade, lumens output luminous area, and attach a cut sheet ofthe lighting fxtures.
PROPOSED I,ANDSCAPING
Botanical Name Common Name Ouantitv Size*
PROPOSED TREES
AND SHRTJBS:.
E)OSTING TREES TO none
BEREMOVED:
*Minimum requirements for landscaping: deciduous tr€es - 2 inch caliper
coniferous trees - 6 feet in height
shrubs - 5 gallons
Type Square Footage
GROIJNDCOVER
soD
SEED
IRRIGATION
TYPE ORMETTIOD OF
EROSIONCONTROL
None
Vail Mountain low altitude seed mix 9000 SO FT
Straw mulch. seed- fertilizer
Ufi^td6197
BI.JILDING IT{ATERIALS:
Roof
Siding
-OtherWall Matcrials
Fascia
Soffits
Windors
WindowTrim
-Doors
DoorTrim
Ihnd orDeck Rails
Flucs
fbshinse
Chimnoys
Tnsh Enclosuras
Grconhouscs
Rctaining Walls
Extcrior Lightingr*
Otrer
LIST OF PROPiOSED MATERHLSi
EPE9E.MAIEBIAL:
Galvanizcd Steel Plate
@I&B:'
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
MA
N/A
N/A
N/A
N/A
N/A
N/A
NiA
etionrf Call the Planning Statrat 479-2138
APPLICATION ['OR PLAIYIIING AND EIYVIRONMENTAL
COMMISSION APPROVAL
GENERAL INFORMATION
This application is for any project requiring approval by the Planning and Environmental Commission. For
specific information, see the submittal requirements for the particular approval that is requested. The application
can not be accepted until all required information is submitted. The project may also need to be reviewed by the
Town Council and/or the Design Review Board.
A. TYPEOF APPLICATION:
tr Additional GRFA (250)
tr BedandBreakfast
tr Conditional Use Permit
tr Major or E Minor Subdivision
tr Rezoning
tr Sign Variance
tr Variance
tr Zoning Code Amendment
ICIwN OF VAN
tr Amendment to an Approved Development Plan
tr Employee Housing Unit (Type: )
tr Major or E Minor CCI Exterior Alteration
(Vail Village)
tr Major or tr Minor CCII Exterior Alteration
(Lionshead)
tr Special Development District
tr Major or E Minor Amendment to an SDD
B. DESCRIPTION OF TI{E REQUEST: Construct a skier tunnel under the race course at Golden Peak
from Ruder's route to snowmakine hvdrant near the Chair 6 lift line
C. LOCATION OF PROPOSAL: LOT B BLOCK FILING W 7th
ADDRESS: 498 Vail Vallev Dr.BUILDINGNAME: GP
Skier Tunnel
ZONING: Ski BaseD.
479-3012
G.
E.NAME OF OWNER(S): Vail Associates. Inc.
MAILING ADDRESS: PO Box 7 Vail. Co 81645
PHONE:
F. OWNER(S) STGNATTTRE(S):4er
NAME OF REPRESENTAITVEr' Joe Macy MAILING ADDRESS: Vail Associates.
Inc. Box 7 81658
PHONE: 479-3012
FEE . SEE THE SUBMITTAL REQUIREMENTS FOR TI{E APPROPRIATE FEE.
SIJBIVTIT THIS APPLICATION, ALL S{TBIVtrTTAL REQT'IREMENTS AND TIT[' FEE TO TIIE
DEPARTMENT OF COMMT]NITY DEVELOPMENT, 75 SOI]TII FRONTAGE ROAD,
vArr.,, coLoRADo 81 657.
Rcaiscd 6/96
Project Descrintion
Golden Peak Skier Tunnel
This is a request to amend the development plan for Golden Peak to allow for a skier
tunnel to be constructed from the skicr closure between the race course and Ruder's
Route to just below a snowmaking hydrant located at the north end of an island of trees
west of the chair 6 lift line between toVer's 3 and 4.
The tunnel would be approximately 200 feet long, 20'8" wide and 10' high. Concrete
footers would support the arch walls which would be constructed of steel plates bolted
together. The nrnnel would be covered with up to 6 feet ofearth fill and 3 feet of
snow. The interior of the tunnel would be lighted during day light hours only from
approximately 8:30 AM to 5 PM. Timers would automatically control lighting.
The tunnel would slope downhill in an easterly direction towards the lift line of chair 6.
This would also allow snowmelt to drain out of the tunnel to the ski slope. The tunnel
would be sized to accommodate skiers and a small snow cat, which would groom the
tunnel as, needed. It would not be sized to pass the standard grooming cats, which
would require a larger structure.
Certain ski area utilities would require re-location including snowmaking pipes, electric
and race cables, etc. There would be no snowmaking in the tunnel' Snow would be
made available at either end of the hrnnel and pushed in by the snowcat'
The purpose of the tunnel is to allow skiers going to the North Woods and Pinos Del
Norte condominium complexes and Ski Club Vail to get to the cat walk by going under
the race course rather than across the race course as they do currenfly.
The North Woods and Pinos Del Norte condominium associations support the project
The tunnel would not be visible from the major view poins at Golden Peak, Manor
Vail, All Seasons etc. There would bean additional terrain feature or bump running
across the racecourse where the tunnel is locakd.
oo
Golden Peak
List of Propertv Owners
Lot or Tfact Number Owners Name and Addre$is-
Lot 15, Block 1, VVlSt Harley G. Higbie Jr.
S.400 1600 Broadway Denver 80202
Lot 16. Block 1, VV lst Alejandro Burillo Azcarro
104 Del Court I:redo, Tx 78041
I.atL7, Block 1, W lst Elizabeth Johnson Amended and Restated
Revocable Trust lndenture, c/oJEpstein Co
Villard House, 457 Madison Ave.
Ny,NY 10022
Lot 18, Block 1, W lst ILC Realty
S.101, 7979 Broadway San Antonio, Tx
7AO9
l,ot 19, Block 1WlSt Kay H. Chester
395 Mill Creek Cr. Vail, Co 81657
Units E-18, E-2B, G-4B and Lot P-1,
Block 3 and easterly 160Ft of Tract F-1,
w5Th
All Seasons Condo Assoc.
434 Gore Creek Dr Vail, Co 81657
TractI-2W5Th Town of Vail
75 S. Frontage Road West Vail, Co 81657
Parcel A, Lot A, Block 3, W 5th Ramshorn PartnershiP
416 Vail Valley Dr. Vail81657
Tract E W sTh Attn: kgal Dept. Vail Associates, Inc.
Vail, Co 81657
Manor Vail
595 E. Vail Village Vail 81657
Ski Club Vail
598 Vail Village Dr Vail 81657
Pinos Del Norte Condo Assoc.
Box 69 Vail 81568
Northwoods Condo Assoc.
Box 1231 Vail81658
Town of Vail
75 S. Frontage Rd. West Vail 81657
USFS
Box 190 Minturn 81645
Golden Peak Condo Assoc,
458 Vail Valley DR 81657
Frod: A^uto Irilsr$ottg To; Jo. M.cY uatg: .t/Y,rr|, I nr€:
NORTHWOODS CONITOMIN IUM ASSOCIAIION
P.O, Bor l23l
Vell, Colorrdo t1658
303-,176-34t6
X'.t: 303-,179-9093
o
ragE a 9t z
It
March 9, 1999
Mr. Russell Forrest
Director, Departsnent of Cunmunity Development
Toum of Vail
75 S. Frontage Rd. West
Vail" CO 81557
Dear Mr. Forrest:
, . On behslf ofNorthwoods Condmrinium Associatioq I hereby infonn you that the
Association eodorses the proposed skier tunnel under the r&ce counrc at Golden Peak.
After nunnenous conversations with Vail Associateq we have jointly determined that
curent skier access to Northwoods is not satisfactory and that a better solution is needed.
best solution we have found is to build a tunnel under the race course at Golden Peak trer€b
permanently separating the retuming skiers from tre racers. Vail Associates has proposed t
build ttris tunnel in the spring of 1999 and ure tvholeheortedly zupport such a project'
fr
Ir
Sincerely yours,
Arturo Bril lanbourg; President
I
Fr!
ieLftiat-t|l
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Questi| Call the Planning Staff at 4'79-2128
APPLICATION FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application is for any project requiring Design Review approval. Any project requiring design review must
receive Design Review approval prior to submitting for a building permit. For specific information, see the
submittal requirements for the particular approval that is requested. The application cannot be accepted until all
the required information is submitted. The project may also need to be reviewed by the Town Council and/or the
Planning and Environmental Commission. Design Review Board approval expires one year after final
approval unless a building permit is issued and construction is started.
A, DESCRIPTION OF THE REQUEST: Construct a skier tunnel under the race course at Golden Peak
from Ruder's Route to a snowmakins hvdrant near Chair 6 Lift line
B.
c.
LOCATION OF PROPOSAL: TTact: B BLOCK:FILING: VV 7th
PHYSICAL ADDRESS: 498 Vail Vallev Drive
PARCEL #: 210108109002 (Contact Eagle Co. Assessors Office at 970-
328-8640 for parcel #)
ZONING: Ski Base
NAME OF OWNER(S):
MAILINGADDRESS:
PHONE: 479-3012
D.
E.Vail Associates. Inc.
Box 7 Vail. Co 81658
F.
G.
owNER(S) STGNATTTRE(S):
NAME OF APPLICANT:
MAILING ADDRESS: Po Box 7 Vail. Co 81658
PHONE: 479-3012
TYPE OF REVIEW AND FEE:
E New Construction - $200 Construction of a new building.
E Addition -$50 Includes any addition where square footage is added to any residential or
commercial building.
E Minor Alteration - S20 Includes minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls, etc.
DRB fees are to be paid at the time of submittal. Later, when applying for a building permit, please
identiff the accurate valuation of the project. The Town of Vail will adjust the fee according to the
project valuation.
PLEASE ST'BMIT TIIIS APPLICATION, ALL SUBNIITTAL REQI'IREMENTS
AIYD TIIE FEE TO TIIE DEPARTMENT OF COMMUNITYDEVELOPMENT'
75 SOUTTT FRONTAGE ROAD, VArL, COLORADO 81657'
H.
I.
TOWNOFVAN.
' ,
* Please speciff the manufrturer s color, number and attach a small
fl
chin
. *. All exteiior lighting *uM""t tt, Town=s Lighting ordinance 18.54.050(J). If exterior lighting is proposed,
. please indicate the number of fxtures and locations on a separate lighting plan. Identiff each fixture type and
provide the height above grade, lumens output luminous area, and attach a cut sheet of the lighting fixtures.
PROPOSED I,ANDSCAPING
BotanicalName
None
CommonName Ouantitv Size*
PROPOSED TREES
AND SHRI.JBS:
EXISTINGTREESTO non€
BEREMOVED:
+Minimum requirements for landscaping: deciduous tre€s - 2 inoh caliper
. coniferoustees- 6 feetinheight
shrubs - 5 gallons
Tvoe SquareFootase
GROI.]NDCOVER
soD
SEED
IRRIGATION
TYPEORMETHODOF
EROSIONCONTROL
Vait Mountain tow altitude seed mix 9000 SO FT
Straw mulch. seed- fertilizer
Ufr^td6197
BI.JILDING MATERIALS:
Roof
Siding
_Other Wall Materials
Fascia
Soffits
Windows
WindowTrim
-Doors
DoorTrim
lland or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting**
Other
LIST OF PROPOSED MATERIAL$I
TYPEOFMATERIAL:
Galvanized Steel Plate
Q@B:*
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
A. TYPE OF APPLICATION:
tr Additional GRFA (250)
tr BedandBreakfast
tr Conditional Use Permit
tr Major or tr Minor Subdivision
tr Rezoning
tr Sign Variaoce
tr Variance
tr Zoning Code Amendment
E Amendment to an Approved Development Plantr Employee Housing Unit (Type: )tr Major or tr Minor CCI Exterior Alteration
(Vail Village)
tr Major or tr Minor CCII Exterior Alteration
(Lionshead)
Special Development Distict
Major or E Minor Amendment to an SDD
Otlon.Z Call the Planning Sraffat479-2138
APPLICATION FOR PLAI\NING AI\ID EI\TVIRONMENTAL
COMMISSION APPROVAL
GENERALINFORMATION
This application is for any project requiring approval by the Planning and Environmental Commission. For
specific information, see the submittal requirements for the particular approval that is requested. The application
can not b€ accepted until all required information is submitted. The project may also need to be reviewed by the
Tovm Council and/or the Design Review Board.
B, DESCRIPTION OF THE REQUEST: Construct a skier tunnel under the race course at Golden Peak
from Ruder's route to snowmakinq hvdrant near the Chair 6 lift line
C. LOCATION OF PROPOSAL: LOT_B _BLOCK_ FILING W 7th
ADDRESS: 498 Vail VallevDr. BLIILDINGNAME: GP
Skier Tunnel
D. ZONING: Ski Base
NAME OF OWNER(S): Vail Associates. Inc.
MAILING ADDRESS: PO Box 7 Vail. Co 81645
PHONE:
/)
owNER(s)sIGNATIIRE(s): UtE 4rk?,/l
NAME OF REPRESENTAIVE.T Joe Macy MAILING ADDRESS: Vail Associates.
Inc. Box 7 81658
PHONE: 479-3012
FEE - SEE TTIE SUBMITTAL REQUIREMENTS FOR TI{E APPROPRIATE FEE.
SI'BIIIIT THIS APPLICATION, ALL SI'BIVIITTAL REQI'IREMENTS AND TIIE FEE TO THE
DEPARTMEI{T OF' COMMT]NITY DEYELOPMENT, 75 SOUTH FRONTAGE ROAD,
vArL, coLoRADO 81657.
tr
tr
F.
G.
TOWNOFYUI,
Rcviscd 6196
Project Description
Golden Peak Skier Tunnel
This is a request to amend the development plan for Golden Peak to allow for a skier
tunnel to be constructed from the skier closure between the race course and Ruder's
Route to just below a snowmaking hydrant located at the north end of an island of trees
west of the chair 6 lift line between tower's 3 and 4.
The tunnel would be approximately 200 feet long, 20'8" wide and 10' high. Concrete
footers would support the arch walls which would be constructed of steel plates bolted
together. The nrnnel would be covered with up to 6 feet of earth fill and 3 feet of
snow. The interior of tlrc tunnel would be lighted during day light hours only from
approximately 8:30 AM to 5 PM. Timers would automatically control lighting.
The tunnel would slope downhill in an easterly direction towards the lift line of chair 6.
This would also allow snowmelt to drain out of the tunnel to the ski slope. The tunnel
would be sized to accommodate skiers and a small snow cat, which would groom the
tunnel as, needed. It would not be sized to pass the standard grooming cats, which
would require a larger structure.
Certain ski area utilities would require re-location including snowmaking pipes, electric
and race cables, etc. There would be no snowmaking in the tunnel. Snow would be
made available at either end of the hrnnel and pushed in by the snowcat.
The purpose of the tunnel is to allow skiers going to the North S/oods and Pinos Del
Norte condominium complexes and Ski Club Vail to get to the cat walk by going under
the race course rather than across the race course as they do currently.
The North Woods and Pinos Del Norte condominium associations support the project
The nrnnel would not be visible from the major view points at Golden Peak, Manor
Vail, All Seasons etc. There would bean additional terrain feature or bump running
across the racerourse where the tunnel is located.
From: Aruo Brilbrnbotrg To: Jo. M.ay
a
DTG: U9/99 TINI€:5:53:36 PM
o
Pa'gi.2 ol2
NORTHWOODS CONDOMINIUM ASSOCIATION
P,O. Box l2Jl
Vell, Colondo 81658
303-176-31t5
Frr: 30t-479-9093
March 9, 1999
Mr. Russell Forrest
Director, DeparEnent of Cunmunity Development
Town ofVail
75 S. Frontage Rd. West
Vail, CO 81657
Dear Mr. Forrest:
. On behalf of Northwoods Condourinium Associatioq I hereby inform you lhat the
Association endorses the proposed skier tunnel under the race course at Golden Peak.
After numerous conversations with Vail Associate$ we have joinfly determined trat
current skier access to Northwoods is not satisfactorv and that a better solution is needed.
best solution we have found is to build a tunnel under the nace course at Golden Peak thercb
permanently separating the returning skiers from the racers. Vail Associates has proposed t
build this trnnel in the spring of 1999 and we wtoleheartedly support such a project.
It
fr
lr
Sincerely yourg
Arturo Brillanbourg President
AUC-le-g€ lO'32 FRO}I'BtG R HANUFACTUR r NG
oJ:
rr'(oF?-.{- | -'ra!c i?
tDrg?O 3sE 9621
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VailAssooif,tes, Inc.
std/no atlr
Sldtd!'dlor
wffiCl6t
Ngln ktult!
March L0, LW
Mr. Jeff Hunt
Planner Departnent of Community Development
Town of Vail
75 S. Frontage Road West
Vail, Co 81658
Dear Jeff,
Enclosed are the applications pertaining !o tbe proposed skier hrnnel at Golden Peak for
DRB approval and an amendment to the Golden Peak Development Plan.
I have also attached a letter of support from the Northwoods Condominium
Association. I believe another letter of support will be forthcoming from the Pinos Del
Norte Condominium Association as well. I have also discussed the matter with Jim
Lamont of the East Village Homeowners Association.
Please call me at 479-3012 with any questions.
'//2
Attachments: DRB Application
Amendment to Development
Plan Application
List of Property Owners
Sinceply,ffi
aPO Box 7. Vail, Colorado.81558. phone 970 476 5601
./
iZ&- Faa/Se.dr(z fq+o? (
]j1:lrnt is ro vcrigr service avaitabitify and locarion f
,;:T#.,1il1fiJ#il:iy.llT.iJ,.'iia"ir,effi;.ffiH:"ffiT,"#1."::,:'f,fi:Tilffi:Jjilff:.
acconrpa'ying sitc plan.
proposed lines' ntust bc approvcd ana verineJ ul'ir',. iiro*ing rtilitics for thc
Authorizcd Sienanrrc DatcU.S. West Conrnrunications
|-,300_922_t987
4(rlt-6tt60 or 9 49 _4 530
Public Scrvicb Conrpanv
9.19-_571J I
Gary Hall
Holy Cros.s Elcctric Assoc.
949-5892
Tcd l{usky/John Boyd
T.C.I.
949-5530
Floyd Salazzr
Eaglc River Water
& Sanitation District *
476_7480
Fr cd Ha.slcc
.1,ll::. bring a site ptan. floor ptan. and elevatisrEraturcs. Firc florv nccds rnrrst be addrcsscd.
3.
ons rvhcn obtaining uppcr Eagrc Vaucy watcr & sanitation
If the utirity vcrification tbrnr has si-Qnaturcs fronr cach of thc utirity conrpanics, and noconlnrcnt's are nradc dircctry on thc ibnu. ,r," irrr"r"iirthc dcvelopment can procccd. prcsunle that thcrc &'c no problenrs and
lfa utility conrpany has conccms rvith thc proposcd cons'uction, the utirity representative sha'notc.directly on thc uririry vcrificarion fb",iil;n.*;, a.problenr rvhich necd.s to bc reso.rved.i#i:HTHl,'fi: ir'.',i"""d i.n r "ilJ; il;;o *,c ro*n orVair. Howcver. prcase
idcritified prour.n* '" -'' ' "sponsibility of thc utility cornpany and the applicant to resotve
Thcse verifications do not.*ri:.ui !T contractor of thc rcsponsibirity to obtain a pubric wayffifiljf ffm,l::1.:,,*[.;r;ffi;:,iliin orvol. Utilit], rocations must bc;ffiiiffi ffi ffi I *,"f :lj*]::;*l ffi'l, J,T;ffi fr ffi #t
Updarcd 6/97
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Thcsc vcrificdions do nor rcliev_e tlrc concacrc of dre rapmsibility tD obin a
P-cqit frotn rhc Dcpartn:cnt of pubtfc Workr at tbe Town of Vril.
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uz'c SIJ'UICOSSH ]IUA l.tdOEItd
Departnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
te* 970.479.2L39 faxt 970.479.2452
web: wwwci,vail.co.us
PrcJectName: DR8040187 DRBNumber: DR8040187
Project Descrifiion:
temporary staging /storage area fior P3 material (dirt)
Paftlcipants:
OWNER VAILCORP 05/16/2004 Phone:
PO BOX 7
VAIL
co 81658
License:
APPUCANT VAILCORP 05/16/2004 Phone:
PO BOX 7
VAIL
co 81658
Ucense:
Project Addrcss: Location:
behind Mill Creek Cr along mtn access rd
l€gal Descdpdon: Lot Block Subdivision: VAIL VIIJIGE RUNG 5
Parcel llumber: 210108242008
Comm€nts: SEE CONDfiONS
U.i.\ D(f..'^ sSn
\),sL3.tX-t---"^-
Design Review Board
ACTION FORM
{-.."J €
BOARD/STAFF ACTIOI{
Motion By! Action; SIAFFAPR
Second By:Vote: Date of ApPrcvalz 05lL7P@a
Conditions:
C.ond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Erfilt OSlLilZ0(X By: RF Action: AP Must have sed plan reviewed and
mitigation in place and inspected prior to the creation of dirt piles. Any
dirt stored in place for over 3 months requires hydroseeding with naUve seed
mix.
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Toryn of Vail Building petsonnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of apprwal.
C,ond: 202
Apptoval of thb prolect shall lapse and beome roid one (1) year tullowlng the date
of final appronl, unless a buildlng permit is isged and @rrfucdon is commened
and ls dlllgendy pursued toward ompletion.
Phmcr: Russell Fonest DRB Fee Pald: f2O.OO
,t
rc ooo'::;,.rj.o*:,:":,?ff]il::"'::
v qnr
w75SouthFrontageRoad,Vai|,co|orado81657Y.JiIE..',t.hCsI0IMV0MIW ter: e70'44213e..1:;,,?J"lJJr.ror' -[l.'.j"
^ ^ ,,"r,
General Information: , 14tg1,rov! Coa
All projects requiring design review must receive approvat prior to submitting a buitding *rrf ,Ffr,in. ptease
refer to.the submittal requirements for the particular approval that is requesieO. nn afptication 6r Design Reviewcannot be accepted until all required information is received by the Community Develbpment Departmlnt. Theproject may also need to be reviewed by the Town Council and/or the planning and Environmental Commission.Design rcview approval lapses upless a building permit is issued and construction commences withinoneyearof theapproval' .T\rs 1j0,'.- {..n- i5 a.,- ^t&^/v,.* {o ?j DR$ ^pp...r-.Q. .
Description of the
Lr^r
I
?-3
r ,a'r o,-r r. {-a ivr
Location of the Proposal:aoH E elock:,ld. !,e\( Q^ ,--.,\
(Contact Eagle Co. Assessor at 970-328-86210 for parcel no.)
Physical Address;
,/-----\ nI3P-aYZoning: >\
Name(s)of owner(s): ..i *,t. R.-,--"+-. (]n+1= ly'&{ fr/@'Bt'
Mailing Address:a I oT t.K s{.,.. '..
Phone:<*q5 La E 5
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Phone:
E-mail Address:
Type of Review and Fee:
tr Signs
tr Conceptual Review
tr New ConstructionD Addition
tr Minor Alteration
(multFfamily/commercial)
O Minor Alteration
(single-family/duplex)
tst Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, sucfi as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
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TOWNOFVAIL, COLORADO Srrtcmeirt*lfli*l'}*afllftaf*fa+ltlat*aaffta**tl*ftattaata*t****+*****ta**'}t*f*fla*f'}*tftttaaaa**tt*aaa
gtatement, !Ir.u ber: R0{000593G Atnount, r 920.00 OS/16/2O04t0:89 Atrl
Palment Method: Checlc Init: IrC
l[otsatiqr: #9671,/atack D .
Hunn
Pernit ![o: DR8040187 T14re: DRB-Ctrg to Appr Plana
Parcel. lgo: 210108242008gite Addregs:
Locatioas behind Mill Creek Cr along mgn acceBs rd
Total Feea: $20.00
TotaL AIIL Prnts: $20.00BaLance: $0.00
l+a'3alf*lltal|}laala+**a*llatl+a**a++*aal*1*aa***a!at}t*a*lla{'f*lftl*****l*l*tlaa+raal*atltaaaff
ACCOTJNTITEM LIST:
Account Code
DR OO1OOOO31122OO DESIGN REVIEW FEES 20 .00
ThiE Payment: 920.00
Descri pti on Current Pmts
\,o
-i .t
Department of Community Development
75 South Frontage Road
Vail. Colorado 81657
970-479-2138
FAX 970-479-2452
Jonathan Greene
Vail Resorts Development Company
P.O. Box 959
Avon, CO 81620
Re: Mill Creek Staging Lot/ A Portion of Tract E, Vail Vitlage Filing 1
Dear Jonathan:
The Town of Vail has reviewed the above-referenced design review application. Please submit
plans indicating the following revisions at your earliest convenience so we may issue a staff
approval.
' Please provide a culvert across the gated entrance to allow drainage to continue beneath
the driveway (and then continue to an existing inlet). We suggest extending the culvert 5-
10' past the entrance to allow for a substantial gravel shoulder on the west side of the
driveway entrance to accommodate the turning radius of large trucks.
' Please provide a swale from the west side of the gated entrance along the roadway to the
existing inlet near the Vista Bahn lift.
' Please provide a boulder wall detail, noting that the maximum height will be 4' or less.
' Please provide a construction fence and proper soil erosion control along the limits of
disturbance.
' Landscaping (i.e. trees) shall not encroach upon the roadway closer than 10'from the edge
of asphalt. This will accommodate future road reconstruction.
' We suggest pulling a ditch on the south side of VA's gravel road to eliminate runoff from
flowing over the road (this is not a requirement, just a suggestion).
lf you would like to discuss these issues in greater detail, please do not hesitate to contact me
al 479-21 40. Tom Kassmel (project engineer) may be reached al 47 9-2169.
Sincerely,
Brent Wilson, Planner ll
{j u"t"'to "^""'
Oo"^'.* .rtffllil Deveropment
75 S. Frontage Road
Vail, CO 81657
W
Please make checks payable to the TOWN OF VAIL
001 0000 314 1110
001 0000 3141112 Uniform Buildinq Code - 1 997 - Volume 1 &2
001 0000 314 1112 Uniform Building Code - 1997 - Volume 3
001 0000 314 1112 International Plumbinq Code - 1997
001 0000 314 1112 lnternational Mechanical Code - 1998
001 0000 314 1112 Unitorm Mechanical Code -1997
001 0000 314 1112.
001 0000 314 1112
001 0000 3141112 Abatement of Danoerous Bldo.'s 1997
001 0000 3141112 Model Enerqv Code - 1 995
001 0000 3141112 of Revisions to 1997 Uniform Codes
001 0000 3141112
001 0000 3't41211
001 0000 314 1111
001 0000 314 1 111
001 0000 314 1 111
001 0000 31s 3000
001 0000 311 2300
001 0000 315 2000 Ott Hours lnsoection Fees
1 0000 312 3000
0000 312 4000
001 0000 312 4000
001 0000 311 2200
001 0000 315 3000
001 0000 240 3300
001 0000 312 1000
001 0000 230 2000 Assess.-Restaurant Fee to Co.
"001 0000 201 1000
'001 0000 310 1100 - REtail Sales Tax l
001 0000 311 2500
1 0000 31 1 2500
001 0000 311 2500 Conditional Use Permit
1 0000 31 1 2s00 Ext€rior Alteration - Less than 100
001 00003112500 Exterior Alteration - More than 100
01 00003112500
01 0000 311 2500
1 0000 311 2s00
001 00003112s00
001 00003112s00
001 0000 31 1 2s00
001 0000 319 3100
(/
Check# A Receivedbv:
F:/Everyone/Forms/Salesacl.exs
ft0
2y10/99
- Tlc Twr of Vdl
N9 511S3DATE
RECEIVED FROM
ADDRESS
Police Rcceipt
HOW PAID-Cash-Otcck14- FYI
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1BIER IETRIL0{ 75718
DCIE: 5/01/S
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