0995186 - SLG - West LRT - Sunalta Sta. - Guideway Shoring (Complete Package)

CONTRACTOR:

SNC LAVALIN GRAHAMJV (SLG)

PROJECT:

WEST LRT SUNALTASTATION

EFCO PROJECT NUMBER:

P89443

EFCO AGREEMENT NUMBER:

0995186

RELEASE DATE:

MAY 28, 2010

GUIDEWAY SHORING

NEAREST EFCO OFFICE:

EFCO HOME OFFICE:

THINK SAFETY - WORK SAFELY

SYSTEMS FOR CONCRETE CONSTRUCTION

EFCO CORP.1800 N.E. BROADWAYDES MOINES, IOWA 50313-2644PHONE: (515) 266-1141FAX: (515) 313-4422

EFCO AIRDRIE527 EAST LAKE BOULEVARD NEAIRDRIE, ALBERTA T4A 2G3PHONE: (403) 948-5426FAX: (403) 948-2135

DATE

REVISION " "08OCT10

E

EFCO ERECTION DRAWING SHEET INDEX

SHEETNUMBER SHEET NAME

REVISION

A B C D E

212 GRID SP5 TO SP4 - Z-BEAM LAYOUT X

213 GRID SP5 TO SP4 - E-BEAM LAYOUT X

220 GRID SP4 TO SP3 - KEY DIMENSIONS X X

221 GRID SP4 TO SP3 - TOWER LAYOUT X X

222 GRID SP4 TO SP3 - Z-BEAM LAYOUT X X

223 GRID SP4 TO SP3 - E-BEAM LAYOUT X X

230 SECTION VIEW F X

231 SECTION VIEW G X

232 SECTION VIEW H X

233 SECTION VIEW I X

234 SECTION VIEW P X

300 GRID SP3 TO 16 - KEY DIMENSIONS X

301 GRID SP3 TO 16 - TOWER LAYOUT X X

302 GRID SP3 TO 16 - Z-BEAM LAYOUT X X

303 GRID SP3 TO 16 - E-BEAM LAYOUT X

310 GRID 16 TO P18 - KEY DIMENSIONS X

311 GRID 16 TO P18 - TOWER LAYOUT X

312 GRID 16 TO P18 - Z-BEAM LAYOUT X

313 GRID 16 TO P18 - E-BEAM LAYOUT X

320 SECTION VIEW J X

321 SECTION VIEW K X

322 SECTION VIEW L X

323 SECTION VIEW M X

324 SECTION VIEW N X X

325 SECTION VIEW O X

500 E-Z DECK DETAILS X

GENERAL NOTES

AGREEMENT NO.

CHECKED BY

DATE DRAWNDETAILED BYCONTRACTOR:

PROJECT:

TITLE:

LOCATION:

RELEASED FOR:

NO. REVISION DATE BY

DISTRICT PROJECT NUMBER

ISSUING OFFICE

DWG

PROJECT

HOME OFFICE DES MOINES, IOWA, U.S.A.DISTRICT OFFICES THROUGHOUT UNITED STATES,

CANADA, SOUTH AMERICA, AND OVERSEAS

1. THE CUSTOMER SHALL BEAR THE SOLERESPONSIBILITY FOR INSURING THAT ASSEMBLY,USE AND MAINTENANCE OF THE EQUIPMENT ANDMATERIALS SHOWN ON THESE DRAWINGSCONFORMS TO ALL LAWS, REGULATIONS,ORDINANCES AND LOCAL CODES, AND FORCHECKING THE ACCURACY AND SUFFICIENCY OFFIELD DETAILS AND DIMENSIONS.

2. ALL DRAWINGS MUST BE CHECKED BY THECUSTOMER FOR CORRECTNESS IN RELATION TOPROJECT PLANS SPECIFICATIONS PARTICULARREFERENCE MUST BE MADE FOR REVISIONSISSUED BY THE ARCHITECT OR ENGINEER.

3. THE INDICATED CAPACITY OF DEVICESSECURED BY DRILLING OR IMBEDMENT INCONCRETE IS ENTIRELY DEPENDENT UPON THEQUALITY AND HOLDING CAPACITY OF THESURROUNDING CONCRETE. THE CUSTOMERSHALL INSURE THAT THE CONCRETE HASSUFFICIENT STRENGTH TO HOLD THE LOADSAPPLIED.

4. IT IS THE CUSTOMER'S RESPONSIBILITY TOCOMMUNICATE TO ALL PERSONNEL INVOLVED INTHE USE OF THE EQUIPMENT ALL INFORMATIONCONTAINED IN THESE NOTES AND OTHER NOTESON ALL DRAWINGS SUPPLIED BY EFCO AND TOINSURE THAT THEY UNDERSTAND THEM AND USETHE EQUIPMENT ACCORDINGLY.

5. ANY ALTERATION OR REPAIR OF EFCOEQUIPMENT MUST BE AUTHORIZED IN WRITING BYEFCO AND MUST BE CARRIED OUT BY QUALIFIEDPERSONNEL. ANY MODIFICATIONS OF EQUIPMENTOR USE OF THAT EQUIPMENT OTHER THAN ASSHOWN WITHOUT APPROVAL IN WRITING BY EFCOWILL VOID ALL FORM WARRANTIES. THE EFCOPLATE GIRDER SYSTEM IS A REGISTEREDTRADEMARK. THIS PRODUCT WAS DESIGNED FORUSE WITH PRODUCTS MANUFACTURED BY EFCOAND IT IS RECOMMENDED THAT IT NOT BECOMMINGLED WITH PRODUCTS OF OTHERMANUFACTURERS' FORMING SYSTEMS.

6. THIS DRAWING IS THE PROPERTY OF EFCO ANDIS LOANED TO THE RECIPIENT IN CONFIDENCE.


ATTENTION

ot D

ate:

Frid

ay, O

ctob

er 0

8, 2

010

@ 2

:38:

15 P

M

Last

Sav

ed: F

riday

, Oct

ober

08,

201

0 @

2:2

4:59

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay\0

9951

86_s

nc L

aval

in G

raha

m J

v (s

lg)_

wes

t Lrt

Suna

ltaat

ion\

0995

186_

e-dr

awin

gs\0

9951

86_0

01-0

07.d

wg

Ere

ctio

n D

raw

ing

Stan

dard

s

E

MAY 28, 2010CONSTRUCTION

DCH 26MAY10

IM 27MAY10

0995186

P89443

EFCO ERECTION DRAWING SHEET INDEXEFCO ERECTION DRAWING SHEET INDEX

SHEETNUMBER SHEET NAME

REVISION

A B C D E

COVER COVER X X X X X

001 DRAWING SHEET INDEX X X X X X

002 EFCO WRAP AROUND SUPPORT CONTACT LIST

003 CONCRETE POUR PRESSURE WARNING

004 CONCRETE POUR PRESSURE CHARTS

005 FORM OILING NOTICE AND INSTRUCTIONS

006 NOTES AND SAFETY WARNINGS

007 DRAWING NOTES

008 STANDARD EFCO NUT AND WASHER SIZES

009 STANDARD EFCO NUT AND WASHER SIZES

020 PRE-BUILT TABLE LAYOUT

021 MULTI-PANEL TOWER BUILD-UP

100 GRID P19 TO 3 - KEY DIMENSIONS X

101 GRID P19 TO 3 - TOWER LAYOUT X

102 GRID P19 TO 3 - Z-BEAM LAYOUT X

103 GRID P19 TO 3 - E-BEAM LAYOUT X

110 GRID 3 TO 6 - KEY DIMENSIONS

111 GRID 3 TO 6 - TOWER LAYOUT

112 GRID 3 TO 6 - Z-BEAM LAYOUT

113 GRID 3 TO 6 - E-BEAM LAYOUT

120 GRID 6 TO 8 - KEY DIMENSIONS

121 GRID 6 TO 8 - TOWER LAYOUT

122 GRID 6 TO 8 - Z-BEAM LAYOUT

123 GRID 6 TO 8 - E-BEAM LAYOUT

130 SECTION VIEW A

131 SECTION VIEW B

132 SECTION VIEW C

133 SECTION VIEW D X

134 SECTION VIEW E X

200 GRID SP6 TO SP5 - KEY DIMENSIONS X

201 GRID SP6 TO SP5 - TOWER LAYOUT X

202 GRID SP6 TO SP5 - Z-BEAM LAYOUT X

203 GRID SP6 TO SP5 - E-BEAM LAYOUT X

210 GRID SP5 TO SP4 - KEY DIMENSIONS X

211 GRID SP5 TO SP4 - TOWER LAYOUT X

DATE

REVISION " "08OCT10

E

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:37

AM

La

st S

aved

: Wed

nesd

ay, M

ay 1

2, 2

010

@ 9

:44:

19 A

M

Last

Sav

ed B

y: H

amm

erly

, Dal

eee

t Set

:

File

Pat

h: \\

aird

sa01

\eng

inee

ring

Sha

re\0

1 - W

orki

ng\0

9951

86 -

Slg

, Wes

t Lrt

Sun

alta

, Sus

pend

ed S

labs

(ez

Dec

k)\s

horin

g G

uide

way

P19

To

8\09

9518

6_sn

c La

valin

Gra

ham

Jv

(slg

)_w

est

Sun

alta

Sta

tion\

0995

186_

e-dr

awin

gs\0

9951

86_0

01-0

07.d

wg

Ere

ctio

n D

raw

ing

Stan

dard

s


DCH 26MAY10

IM 27MAY10

0995186

P89443

Dear

Re:EFCO Agreement #:

Enclosed are prints each of EFCO Drawings submitted for your use in the fielderection of EFCO equipment for the above referenced project. Please disregardany previously issued EFCO drawings. This set of Erection Drawings contains allrevisions to date.

PIC Picture List of EquipmentAlso included is a PIC picture list of equipment to be shipped to you. It is yourresponsibility to inventory the material after you receive it, and once the equipmentis no longer required, to ensure all leased equipment on the list is cleaned andreturned.

Pour PressureYou must follow the "maximum pour pressure charts" included in this FormErection Drawing Set. Project Management must manage the variables controllingthe rate of pour, condition of concrete, and additive to the concrete to stay underthe maximum allowable design pressure for the EFCO Form Equipment providedfor your project. The charts indicate lateral concrete pressure vs. rate of placementfor different concrete temperatures and different chemistry coefficients. This chartis based on ACI 347 R-04 and is for normal concrete.

Your EFCO Project TeamTo the left you will find "Your EFCO Project Team". Email, call, or write with anyquestions you have to one of the team members for your project. Responsibilitiesfor team members are highlighted in yellow for each member.

Sincerely,EFCO Corp.

Systems for Concrete ConstructionHome Office * Des Moines, IA

1800 NE Broadway Avenue, Des Moines, Iowa, U.S.A. 50313-2644Phone 515-266-1141 * Fax 515-313-4422

Attn: Hock Law and/or Michael ClarksSNC LAVALIN GRAHAM JV (SLG)1001 - 1ST STREET S.E.CALGARY, ALBERTA T2G 5G3(587) 952-0178 and/or (587) 952-0248

Hock and/or Michael,

WEST LRT SUNALTA STATION0995186

4

MAY 28, 2010

YOUR EFCO PROJECT TEAMWe have an EFCO team of professionals to service your project. Whenyou have questions, or need assistance, just give any of us a call direct.Your EFCO team is:

EFCO EngineerDelivers EFCO solutions for safe formwork and support systems including projectspecific form erection drawings

Ilia MayerE-Mail Address:[email protected]: 403-948-5426Fax: 403-948-2135

EFCO Plant ManagerResponsible for shipments to your project, and for lease projects, the "Return ofEquipment Process"

Larry PulakE-Mail Address:[email protected]: 403-948-5426Fax: 403-948-2135

EFCO Field Service RepresentativeResponsibilities can include Tool Box Safety Talks with EFCO's animatedAssembly, Cycling, and Safety videos for jobsite formwork

Robert CottamE-Mail Address:[email protected]: 403-948-5426Fax: 403-948-2135

District Sales AdministratorContact for all EFCO services and to answer billing questions

Angela CroneE-Mail Address:[email protected]: 403-948-5426Fax: 403-948-2135

EFCO has come to be known to have forms that are "the strongest in theindustry" and some have said, mistakenly, they are strong enough to resistany pour pressures you can put to them. Today, we use high speed concretedelivery systems like pumps to place high performance concrete (HPC) thatmay not harden as fast as concrete we placed 30 years ago. This is a serious"WARNING" to users of EFCO and all form systems.

The recent and rapid development of concrete additives to liquify concretemixes for easy compaction can drastically increase the concrete formpressures exerted on forming systems. The rapid development of thistechnology has dramatically improved concrete finish quality and the ultimatestrength of concrete. But, misuse of these concrete mix improvements havealso contributed to form failures, resulting in construction worker deaths.

HPC is continuing to evolve as we learn more about cementitious materials. Inaddition to Portland cement, the mix may include fly ash, slag, silica fume, orother materials to bond aggregates together, To use these materialseffectively, engineers will specify lower water to cement ratios to improve thestrength, permeability, and durability of hardened concrete. The low watercement mixes are difficult to use without water reducing admixtures (akaplasticizers). Water reducers and other additives that improve the propertiesof HPC may also slow the initial hardening process of concrete.

High capacity placing techniques with HPC that hardens slowly may cause aserious accident. Pumps may place concrete so fast that concrete will remainliquid at the bottom of a pour. As 10 to 40 feet of liquid concrete buildspressure in the form, forms may bulge, ties may break, and forms may evenrupture.

In extreme accidents, workers may be injured or killed when the formexplodes. Form users must be aware that potential accidents may happen ontheir site if they do not take precautions.

We always need to be aware of concrete temperature at time of delivery.Historically, this has been the most important variable in determining thepressure in the form. Cool concrete hardens more slowly than warm concrete.In some climates warm concrete will harden before it is placed, causing adifferent problem. A retarder may be added to the mix to keep the concrete"alive" but this will make the concrete behave like cool concrete. Coolconcrete means that the concrete will be liquid inside the form for a longerperiod of time, causing higher pressures. When the pressure exceeds therated pressure, the form may bulge and rupture.

For pavements and horizontal work, additives only change the time requiredto finish the concrete. For vertical concrete, a decrease in concretetemperature will increase the lateral pressure on formwork. Today we havethe option of using pumps with almost unbelievable capacity to placeconcrete. When placing concrete in wall forms with a bucket, it is hard toreach 10' per hour. With pumps, placement rates exceeding 20' per hour areeasily achievable. This alone may cause excessive pressure inside the form.But when we add the retarding effects of chemistry and temperature, theforms may reach capacity before many users are aware of the problem.

This is a "WARNING".

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:39

AM

La

st S

aved

: Wed

nesd

ay, M

ay 1

2, 2

010

@ 9

:44:

19 A

M

Last

Sav

ed B

y: H

amm

erly

, Dal

eee

t Set

:

File

Pat

h: \\

aird

sa01

\eng

inee

ring

Sha

re\0

1 - W

orki

ng\0

9951

86 -

Slg

, Wes

t Lrt

Sun

alta

, Sus

pend

ed S

labs

(ez

Dec

k)\s

horin

g G

uide

way

P19

To

8\09

9518

6_sn

c La

valin

Gra

ham

Jv

(slg

)_w

est

Sun

alta

Sta

tion\

0995

186_

e-dr

awin

gs\0

9951

86_0

01-0

07.d

wg

Ere

ctio

n D

raw

ing

Stan

dard

s


DCH 26MAY10

IM 27MAY10

0995186

P89443

WARNING: WHAT PROJECT MANAGEMENT ANDENGINEERS MUST DO TO AVOID OVERLOADING FORMS

1. Know the concrete mix additives to be used.

2. Know the resulting concrete mix properties.

3. Know the concrete temperature (not air temperature).

4. Convert the wall geometry into "cubic yards (CY) pervertical foot" measurement.

5. Know the capacity of the concrete delivery system to beused.

6. Know the rated capacity of the forming system to beused.

7. Determine the maximum placement rate using the chartsand graphs located on the following page. (These arebased on ACI 347 formula).

8. Use the placement rate from step seven and the wallcapacity from step four to calculate "CY per hour"placement rate.

9. Monitor the placement rate at the pump to assure that therated pressure in the form is not exceeded.

NOTE:If the placement rate is unacceptable, some variables maybe adjusted, such as concrete temperature, concreteadditives, or select a forming system with an appropriatesafety factor and pour pressure rating.

UNDERSTANDING POUR PRESSURE...CRITICAL TO CONCRETE WALL & COLUMN FORMING

Cement Type or Blend ChemistryCoefficient (Cc)Types I, II, and III without retarders * 1.0

Types I, II, and III with a retarder * 1.2

Other types or blends containing less than 70% slag or40% fly ash without retarders * 1.2

Other types or blends containing less than 70% slag or40% fly ash with a retarder * 1.4

Blends containing more then 70% slag or 40% fly ash 1.4

* Retarders include any admixture, such as a retarder, retarding water-reducer,retarding mid-range water-reducing admixture, or high-range water-reducingadmixture (super plasticizer), that delays setting of concrete.

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:40

AM

La

st S

aved

: Wed

nesd

ay, M

ay 1

2, 2

010

@ 9

:44:

19 A

M

Last

Sav

ed B

y: H

amm

erly

, Dal

eee

t Set

:

File

Pat

h: \\

aird

sa01

\eng

inee

ring

Sha

re\0

1 - W

orki

ng\0

9951

86 -

Slg

, Wes

t Lrt

Sun

alta

, Sus

pend

ed S

labs

(ez

Dec

k)\s

horin

g G

uide

way

P19

To

8\09

9518

6_sn

c La

valin

Gra

ham

Jv

(slg

)_w

est

Sun

alta

Sta

tion\

0995

186_

e-dr

awin

gs\0

9951

86_0

01-0

07.d

wg

Ere

ctio

n D

raw

ing

Stan

dard

s


DCH 26MAY10

IM 27MAY10

0995186

P89443

Cement Type or Blend ChemistryCoefficient (Cc)Types I, II, and III without retarders * 1.0

Types I, II, and III with a retarder * 1.2

Other types or blends containing less than 70% slag or40% fly ash without retarders * 1.2

Other types or blends containing less than 70% slag or40% fly ash with a retarder * 1.4

Blends containing more then 70% slag or 40% fly ash 1.4

* Retarders include any admixture, such as a retarder, retarding water-reducer,retarding mid-range water-reducing admixture, or high-range water-reducingadmixture (super plasticizer), that delays setting of concrete.

Attached is a chart indicating rate of placement versus concretetemperature based on allowable pour pressure. It is the contractor'sresponsibility to ensure actual pour pressure does not exceed the ratedcapacity of the form. Concrete mixes sometimes vary on job sites. It isimportant that the contractor monitors each pour closely confirming theactual setting time of the concrete and controlling the rate of pour.

WARNING

WARNING

One of the many things that we have learned in over 74 years ofleasing forms and in our research is that clean forms are required forgood looking concrete. This is an obvious statement but we cannotover-emphasize this fact. Clean forms will help reduce bug holes andhelp provide uniform texture and color on the face of the concrete.

If you don't care about the look of your concrete product, you mustcare about this. Forming equipment will be destroyed if the face sheetsare not cleaned first and then oiled before every re-use. When concreteis repeatedly poured against the face of a form without cleaning andoiling, concrete will build up on the surface, and the form will graduallydevelop a condition of "damaged beyond repair".

CLEANING AND OILING THE FORMS IS A REQUIREMENTCleaning a form face after a concrete crust has been allowed to

build up from repeated pours without cleaning and oiling becomes anunbearable and very expensive task, if even possible to remove.Wiping down a form face with a burlap bag within one hour afterstripping is a very easy and inexpensive task, and everybody wins. It'seasy, it's inexpensive, and the resulting form delivers a quality concretefinish.

TWO TYPES OF FORM OILThere are two basic types of form oil on the market; reactive and

passive.

REACTIVE: The reactive form oils place a chemically active layerbetween the concrete and the form. This layer reacts with Portlandcement to prevent the cement from bonding to the form. The by-productof the reaction between the oil and the cement can leave a dustysurface on the form and the finished concrete. At times, the dusting canbe heavy.

PASSIVE: Passive form oils simply provide a film of oil thatcreates a barrier between the concrete and the form. Passive oils arethe best solution.

EASY STEPS TO SUCCESS1. CLEAN THE FACE SHEET OF FORMS AFTER EACH

POUR. This is an easy process if done immediately after aform is removed from the wall. Using a burlap bag whilethe concrete is green is easy and cost-effective.

2. OIL THE FORM. Any form oil is better than no form oil.The man-hours required to clean unprotected forms arefar greater and outweigh the cost of oiling.

3. USE PASSIVE FORM OIL ON STEEL FORMS. Werecommend barrier type passive form release agent thatminimize form clean up costs because concrete dust lefton the form is minimal. Conversely, reactive form oils willleave heavy dusting on the form that would need to beremoved and if not removed will create concrete adhesionin subsequent pours.

4. USE A THIN LAYER OF FORM OIL. Even passive formoils will leave a layer of dust if the oil is heavily applied.Thinner is better for the concrete finish and project cost.

5. CLEAN FORMS IMMEDIATELY AFTER STRIPPING. Theeffort to clean forms increases with time. The concretecrumbs and dust that adhere to the form can be cleanedwith ease immediately after stripping. However, hard workis required if the form is cleaned several days later. We aretalking about a three to five fold increase in cleaning effortwhen not done immediately upon stripping.

6. USE EF-COAT. From continuous testing over 72 years,we know that the best form oil for EFCO forms is EF-Coat,EFCO's proprietary form release agent. This product wasformulated and tested to provide the lowest in-placeconcrete costs when using the EFCO steel face forms. It'spriced to be more than competitive and provides anoutstanding value.

Cleaning form faces after every pour is a must. Any oil or anyform release agent is better than none.

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:40

AM

La

st S

aved

: Wed

nesd

ay, M

ay 1

2, 2

010

@ 9

:44:

19 A

M

Last

Sav

ed B

y: H

amm

erly

, Dal

eee

t Set

:

File

Pat

h: \\

aird

sa01

\eng

inee

ring

Sha

re\0

1 - W

orki

ng\0

9951

86 -

Slg

, Wes

t Lrt

Sun

alta

, Sus

pend

ed S

labs

(ez

Dec

k)\s

horin

g G

uide

way

P19

To

8\09

9518

6_sn

c La

valin

Gra

ham

Jv

(slg

)_w

est

Sun

alta

Sta

tion\

0995

186_

e-dr

awin

gs\0

9951

86_0

01-0

07.d

wg

Ere

ctio

n D

raw

ing

Stan

dard

s


DCH 26MAY10

IM 27MAY10

0995186

P89443

You Wouldn't Run Your Car Without Oil!That's what you are doing when you don't clean and oil your forms

Cleaning a form face after a concrete crusthas been allowed to build up from repeatedpours is very costly, as your crew's timeand effort are increased substantially.

Wiping down a form face with a burlap bagwithin one hour after stripping is easy andinexpensive.

Oil the face sheet with EF-COAT. It's easy,inexpensive, and the resulting form deliversa quality concrete finish.

SAFETY ALERTINSPECTION REQUIRED

All contractor-owned equipment must beinspected by the user before erection. Checkall structural elements, such as bolting blocks,flanges, ties, and accessories.

DISCARD STRUCTURALLY DAMAGED EQUIPMENT

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:41

AM

La

st S

aved

: Wed

nesd

ay, M

ay 1

2, 2

010

@ 9

:44:

19 A

M

Last

Sav

ed B

y: H

amm

erly

, Dal

eee

t Set

:

File

Pat

h: \\

aird

sa01

\eng

inee

ring

Sha

re\0

1 - W

orki

ng\0

9951

86 -

Slg

, Wes

t Lrt

Sun

alta

, Sus

pend

ed S

labs

(ez

Dec

k)\s

horin

g G

uide

way

P19

To

8\09

9518

6_sn

c La

valin

Gra

ham

Jv

(slg

)_w

est

Sun

alta

Sta

tion\

0995

186_

e-dr

awin

gs\0

9951

86_0

01-0

07.d

wg

Ere

ctio

n D

raw

ing

Stan

dard

s


DCH 26MAY10

IM 27MAY10

0995186

P89443

1. EFCO FORM PANELS HAVE BEEN RUST PROTECTED WITH "EF-GARD"AT THE PLANT. TO SECURE MAXIMUM BENEFIT, THE FORMS MUST BEOILED WITH "EF-COAT" FORM RELEASE AGENT PRIOR TO THE FIRSTUSE AND BEFORE EACH REUSE.

2. IT IS THE FORM USER'S RESPONSIBILITY TO MONITOR AND MANAGECONCRETE TEMPERATURE, CONCRETE CHEMISTRY, AND CONCRETEPLACEMENT RATE TO PREVENT CONCRETE PRESSURE FROMEXCEEDING THE RATED CAPACITY OF THE FORM.

3. DO NOT WELD TIES UNLESS NOTED OTHERWISE.4. ALL WOOD, BULKHEADS, AUTHORIZED FIELD DRILLING AND WELDING,

GUYING, BRACING, AND ALIGNMENT BY CONTRACTOR.5. SHIM ALL FORM JOINTS AS REQUIRED FOR PROPER FORM ALIGNMENT.6. USERS SHOULD NOT CLIMB FORMS AND SHORING WITHOUT FALL

ARREST SYSTEMS CONFORMING TO OSHA SUB PART M.7. FOR ADDITIONAL INFORMATION REFER TO EFCO FIELD STANDARDS

(AVAILABLE UPON REQUEST).8. IF POSITIONING SYSTEMS ARE USED, EFCO RECOMMENDS DBI/SALA

CARABINER HOOK NO. SH-108 OR EQUAL, IN COMBINATION WITHREQUIRED FALL ARREST SYSTEMS.

9. PIPE BRACES ARE SPACED AT 8'-0" (2400mm) CENTERS UNLESS NOTEDOTHERWISE.

10. USE 3/4" x 2" (20mm x 50mm) QUICK BOLTS AND NUTS AT ALLCONNECTIONS UNLESS NOTED OTHERWISE.

EFCO DRAWING NOTES1. BOLT PLATE GIRDERS TOGETHER.2. LAY FACE SHEET SIDE UP.3. LAYOUT CONCRETE LINE.4. ESTABLISH BEGINNING AND ENDING HOLES.5. LAY OUTSIDE ANGLE CORNER ON CONCRETE LINE AND ENSURE

THAT HOLES MATCH.6. SCRIBE MARKS FOR REMAINDER OF HOLES.7. DRILL ALL HOLES AS SHOWN.8. ALL HOLES 13/16" (20mm) .9. ADD RIB STIFFENERS AND WASHERS AS REQUIRED, WHEN

SPECIFIED BY EFCO ENGINEERING.

FIELD DRILLING NOTES

1. IT IS THE USER'S RESPONSIBILITY TO ENSURE THAT ALLSCAFFOLDING AND ACCESS TO THE FORMS COMPLIES WITH ALLAPPLICABLE LAWS REGULATIONS, AND CODES, INCLUDING THEOCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

2. SCAFFOLD LOCATIONS SHOWN ON EFCO DRAWINGS ARETYPICAL AND ONLY FOR ILLUSTRATION. ACTUAL LOCATIONSWILL VARY WITH JOB CONDITIONS AND ARE THE RESPONSIBILITYOF THE USER.

3. IF, DUE TO JOB OR ANY OTHER CONDITIONS, EFCO SCAFFOLDBRACKETS AND POSTS CANNOT BE USED AS ILLUSTRATED, IT ISTHE RESPONSIBILITY OF THE USER TO PROVIDE ADEQUATEALTERNATIVE SCAFFOLDING AND ACCESS.

4. EFCO SCAFFOLD BRACKETS ARE DESIGNED FOR THE SUPPORTOF PERSONNEL ONLY, NOT FOR THE STORAGE OF MATERIALSSUCH AS REINFORCING ROD, ETC., OR HEAVY EQUIPMENT.

5. EFCO SCAFFOLD BRACKETS ARE DESIGNED TO BE SPACED AT AMAXIMUM OF 8'-0" ON CENTER. IT IS THE USER'S RESPONSIBILITYENSURE THAT ALL PLANKING AND RAILS ARE ADEQUATE FORTHE SPACING USED AND IN GOOD CONDITION. ALL PLANKINGAND RAILS ARE PROVIDED BY USER.

6. USER MUST INSPECT ALL SCAFFOLDING FOR DAMAGE. DAMAGEDSCAFFOLDING MUST BE DISCARDED AND NOT USED.

7. USERS SHOULD NOT CLIMB FORMS WITHOUT FALL ARRESTSYSTEMS CONFORMING TO OSHA SUB PART M.

8. IF POSITIONING SYSTEMS ARE USED, EFCO RECOMMENDSDBI/SALA CARABINER HOOK No. SH-108 OR EQUAL, INCOMBINATION WITH REQUIRED FALL ARREST SYSTEMS.

SAFETY ALERTGENERAL SCAFFOLDING NOTESREVIEW WITH USERS AT SAFETY MEETINGS

Improper climbing or handling offorms may result in serious injury ordeath. Use appropriate fall restraintequipment.

Consult your supervisor for properform handling, erection, climbing, andsafety procedures. Follow currentOSHA and ANSI standards.

WARNINGFALL HAZARD

1. USER MUST INSPECT ALL EQUIPMENT FOR DAMAGE.CRUSHED, BENT, OR TORN E-BEAMS, Z-BEAMS, OR E-ZSHORE COMPONENTS SHALL BE REMOVED FROM SERVICE.

2. DO NOT PLACE ADDITIONAL, TEMPORARY LOADS (SUCH ASREBAR OR PLYWOOD BUNDLES) ON ERECTED FORMWORKOR POURED SLABS, WITHOUT CHECKING THE CAPACITY OFTHE SHORING AND / OR STRUCTURE TO SAFELY SUPPORTSUCH ADDITIONAL LOADS.

3. INSPECT ERECTED SHORING AND FORMING FORCONFORMITY WITH LAYOUT AND SAFETY PRACTICES:IMMEDIATELY PRIOR TO POUR, DURING POUR, AND AFTERPOUR, UNTIL CONCRETE IS SET.

E-Z DECK DRAWING NOTES

A012 201

SECTION DESIGNATION

DRAWING ON WHICHSECTION IS SHOWN

DRAWING ON WHICH SECTION IS CUT

- TYPICAL LOCATION OF HEAVY DUTY PIPEBRACE @ 8'-0" (2400mm) CENTERS. MAX. (TYP)

- TYPICAL LOCATION OF SCAFFOLD ARMSS-1 & SCAFFOLD POST SS-42 @ 8'-0"(2400mm) CENTERS MAX. (TYP)

- TYPICAL LOCATION OF SCAFOLD ARM SS-1,SCAFFOLD HANGER SS-41, & SCAFFOLD POSTSS-42 @ 8'-0" (2400mm) CENTERS MAX. (TYP)

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:42

AM

La

st S

aved

: Wed

nesd

ay, M

ay 1

2, 2

010

@ 9

:44:

19 A

M

Last

Sav

ed B

y: H

amm

erly

, Dal

eee

t Set

:

File

Pat

h: \\

aird

sa01

\eng

inee

ring

Sha

re\0

1 - W

orki

ng\0

9951

86 -

Slg

, Wes

t Lrt

Sun

alta

, Sus

pend

ed S

labs

(ez

Dec

k)\s

horin

g G

uide

way

P19

To

8\09

9518

6_sn

c La

valin

Gra

ham

Jv

(slg

)_w

est

Sun

alta

Sta

tion\

0995

186_

e-dr

awin

gs\0

9951

86_0

01-0

07.d

wg

Ere

ctio

n D

raw

ing

Stan

dard

s


DCH 26MAY10

IM 27MAY10

0995186

P89443

@ - ATADJ. - ADJUSTABLEATS - ADJUSTABLE TOP SPREADERAS - ALIGNER SPLICEASS'Y - ASSEMBLY

BTS - BATTERED TOP SPREADERBW - BATTERED WASHERBT - BOLT THRUBYR - BOTTOM YOKE - RIGHTBYL - BOTTOM YOKE - LEFTBYT - BOTTOM YOKE TIEBC - BUILDING COLUMN - ZEE RIB

"C" - CHAMFERCA - CLIP ANGLECBC - COMBINATION BIAS CORNERCR - CORNER "REGULAR"CH - CORNER "HEAVY"CL - CENTER LINEO.C. - ON CENTER

DIA. - DIAMETER - DIAMETERDBT - DOUBLE BOLT TUBEE.A.N. - EXCEPT AS NOTEDELEV. - ELEVATION

FSH - FLYING SLAB HEADERFSR - FLYING SLAB RUNNERFC - FRICTION COLLARFS - FAR SIDE

GS - GRADE STRIP

HDOAC - HEAVY DUTY OUTSIDE ANGLECORNERHT - HIGH TENSIONHDR - HEADERHDTP - HEAVY DUTY TOLERANCE PLATEHA - HORIZONTAL ALIGNERHDIA - HEAVY DUTY INSERT ANGLEHDMTB - HEAVY DUTY MOVEABLE TIE BEARINGHD - HEAVY DUTY

IV - INVERTIR - INNER RODISAC-F - INSIDE ANGLE CORNER (FLEX)I.S. - INSIDE

LA - LAP ANGLELB - LIFTING BEAM

LE - LIFTING EYELQ - LIQUID HEADLQMTB - LIGHT WEIGHT MOVEABLE TIEBEARING

MAX - MAXIMUMMIN - MINIMUM

NA - NOT APPLICABLENS - NEAR SIDE

OAC - OUTSIDE ANGLE CORNEROSAC-F - OUTSIDE ANGLE CORNER (FLEX)O.S. - OUTSIDEO.H. - OPPOSITE HAND

PYT - PILASTER T-BOLTPY - PILASTER YOKEPFC - PILE FRICTION COLLARPB - PIPE BRACEPBS - PIPE BRACE SHOEP.G. - PLATE GIRDERPSF - PER SQUARE FOOT

QB /N - QUICK BOLT & NUT

R.C.F. - ROUND COLUMN FORM"R" - RIB LENGTH

SAC - SHORT ALIGNER CLAMPSS - SUPER STUDSJ - SCREW/ SWIVEL JACKSG - SPACE GENERATORSB - SUPPORT BRACKETSTBK - STIFFBACKSW & C - SPLIT WASHER & CHAINSBT - SINGLE BOLT TUBESTD. - STANDARD

T.T. - TAPER TIETB - THRU BOLTTTW - TAPER TIE WASHERTP - TOLERANCE PLATETY - TOP YOKETYE - TOP YOKE ELEVATORTYP - TYPICAL

U.N.O. - UNLESS NOTED OTHERWISE

WB - WIND BEAMW/ - WITHW/O - WITHOUT

25

DRAWING ON WHICHDETAIL IS SHOWN

DETAIL NUMBER

EFCO SYMBOLS AND ABBREVIATIONS

- TYPICAL LOCATION OF SCAFFOLD POSTSS-2 & SCAFFOLD ARM SS-21 @ 8'-0"(2400mm) CENTERS MAX. (TYP)

- TYPICAL LOCATION OF SCAFFOLD BRACKETSS-60 @ 8'-0" (2400mm) CENTERS MAX. (TYP)

- TYPICAL LOCATION OF SCAFFOLD BRACKETSS-61 @ 8'-0" (2400mm) CENTERS MAX. (TYP)

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

4"

2" 2"

2"2"

4"

2 1/2"

1 1/8" 1 3/8"1 1

/16"

1 1/

4"

2 5/

16"

3" 3"6"

3 1/

2"3

1/2"

7"

DESCRIPTION NOM. SIZE "A" "W" "C" "H" ITEMNUMBER

3/4" TAPER TIE NUT 3/4" 1 1/4" 1 7/16" 3/4" 81183

1" TAPER TIE NUT 1" 1 5/8" 1 7/8" 1" 82183

1 1/4" TAPER TIE NUT 1 1/4" 2" 2 1/4" 1 1/4" 83183

1 1/2" TAPER TIE NUT 1 1/2" 2 3/8" 2 11/16" 1 1/2" 84183

1 3/4" TAPER TIE NUT 1 3/4" 2 3/4" 3 1/8" 1 3/4" 85183

"W"

"C"

" H"

"A"

EFCO TAPER TIE NUTS


1 1/2" HEAVY HEX NUT 1 1/2" 2 3/8" 2 3/4" 1 1/2" 00721

2" HEAVY HEX NUT 2" 3 1/8" 3 5/8" 2" 00722

2" HEX NUT 2" 3 1/8" 3 5/8" 2" 86183

3" HEAVY HEX NUT 3" 4 5/8" 5 5/16" 2 15/16" 00702

4" HEAVY HEX NUT 4" 6 1/8" 7 1/16" 3 15/16" 00703


1" RUGGED TIE HEX NUT 1" 1 5/8" 1 7/8" 2" 51175

1 1/4" RUGGED TIE HEX NUT 1 1/4" 1 7/8" 2 3/16" 2" 50175

" H"


1" SQUARE NUT 1" 1 5/8" 1 5/8" 1" 80247

1 1/4" SQUARE NUT 1 1/4" 2" 2" 1 1/4" 50248

"A"

"W"

"C"

" H"

"W"

"C"

" H"

"A"

EFCO HEX NUTS

"W"

"C"

"A"

RUGGED TIE NUTS

SQUARE INNER ROD NUTS

3" 3"6"

3"3"

6"

1 9/16"

5/8" PLATE

PLATE WASHER TTW-5 84060FOR USE AT FLANGES WHERE

EXCESSIVE LOADS ARE ANTICIPATED PLATE WASHER TTW-6 85060FOR USE WITH SB-5, SB-6, SB-8, SB-9, SB-24 &

SEB-5 ADJUSTABLE SUPPORT BRACKETS

PLATE WASHER TTW-7 87060FOR USE WITH 1 1/4" SHE-BOLTS. TAKES THE PLACE OF

TTW-6 WHERE LARGER WASHER DIAMETER IS REQUIRED.

TAPER TIE WASHER 3/4" TTW 80060

TAPER TIE WASHER 1" TTW 81060

TAPER TIE WASHER 1 1/4" TTW 82060

TAPER TIE WASHER 1 1/2" TTW 83060

13/16"

1/2" PLATE

1 13/16"

3/4" PLATE

13/16" FOR 3/4" TTW

1 1/16" FOR 1" TTW

1 5/16" FOR 1 1/4" TTW

1 9/16" FOR 1 1/2" TTW

5/8" PLATERUGGED TIE WINGNUT 1" 40175

RUGGED TIE WINGNUT 1 1/4" 43175

1" (WINGNUT 1")

1 1/4" (WINGNUT 1 1/4")

1 7/16" (WINGNUT 1")

1 7/8" (WINGNUT 1 1/4")

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:44

AM

La

st S

aved

: Mon

day,

May

10,

201

0 @

4:1

1:44

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay P

19 T

o 8\

0995

186_

snc

Lava

lin G

raha

m J

v (s

lg)_

wes

tS

unal

ta S

tatio

n\09

9518

6_e-

draw

ings

\099

5186

_008

-009

.dw

g##

##


DCH

IM

0995186

P89443

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

9/16

"

21/32" 11/32"

3/8" (NOM.)

3/8" FLANGE NUT 00750

1 7/

16"

1 1/4" 3/4"

3/4" (NOM.)

3/4" QUICK BOLT NUT 81180


1/2" COIL NUT 1/2" 80488

3/4" COIL NUT 3/4" 82488

1" COIL NUT (THICK) 1" 83488

1" COIL NUT 1" 84488

EFCO COIL NUTS

1 1/4" COIL NUT 1 1/4" 85488

"W"

"C"

" H"

"A"

7/8" 1" 1/2"

1 1/4" 1 7/16" 3/4"

1 5/8" 1 7/8" 1 1/4"

1 5/8" 1 7/8" 1"

2" 2 5/16" 1 1/2"

3"

4 1/2"

2 1/4"

1 1/

2"

3/8" (N

OM.)

3/16" PLATE

HEF J-ROD WASHER 08116

1 1/2"

1 1/

2"

3"

3"

9/16"

3/8" PLATE

1/2" COIL BOLT WASHER 90488

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:44

AM

La

st S

aved

: Mon

day,

May

10,

201

0 @

4:1

1:44

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay P

19 T

o 8\

0995

186_

snc

Lava

lin G

raha

m J

v (s

lg)_

wes

tS

unal

ta S

tatio

n\09

9518

6_e-

draw

ings

\099

5186

_008

-009

.dw

g##

##


DCH

IM

0995186

P89443

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:48

AM

La

st S

aved

: Mon

day,

May

10,

201

0 @

4:1

2:04

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay P

19 T

o 8\

0995

186_

snc

Lava

lin G

raha

m J

v (s

lg)_

wes

tS

unal

ta S

tatio

n\09

9518

6_e-

draw

ings

\096

C07

~1.D

WG

####


DCH

IM

0995186

P89443

ARROWS POINT THE TOWARD EACH OTHER

ARROWS POINT THE SAME DIRECTION

ASSUMPTIONS:

LAYING OUT PRE-BUILT E-Z DECK TABLES

E-BEAMS @ 12" & 24" CENTERS

4

6

4

6

4'-0" CENTERS AND ON ANY PLYWOOD JOINTS.BOLTING IS REQUIRED OF E-BEAM TO Z-BEAM ON

BOLTING OF KEY JOISTS4

* IF THE BELOW RULES ARE FOLLOWED, THERE WILL BE HOLES AVAILABLE TO BOLT THE E-BEAMS TO THE Z-BEAMS AND THE Z-BEAMS TO THE U-HEADS.

E-BEAM SPACING, TOWER AND TABLE SIZEENGINEER HAS PRE-DETERMINED APPROPRIATE

(ADJUSTABLE IN 8" INCREMENTS)CAN BE ANYTHING EVENLY DIVISIBLE BY 8".

3B) IF E-BEAMS @ 16" CENTERS, A & C

BA C

(ADJUSTABLE IN 4" INCREMENTS)CAN BE ANYTHING EVENLY DIVISIBLE BY 4".

3A) IF E-BEAMS @ 12" CENTERS, A & C

TABLE PLACEMENT ONTO TOWER3

etc....24"16"8"

8" INCREMENTS TO ENSURE PROPER HOLE AVAILABILITYIF STAGGERING IS DESIRED, THE STAGGER MUST BE IN

STAGGERING OF Z-BEAMS2

CHOOSE PROPER E-BEAM SPACING1

E-BEAMS @ 16" CENTERS

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

{ MULTIPLE PANEL TOWERS }

STEP 4STAND THE LONG SIDE FRAMES UP ANDCONNECT THE TWO FRAME SECTIONSTOGETHER. MAKE SURE THAT ALL THE

E-Z PANELS ARE SQUARE TO THEINTERSECTING POST ASSEMBLIES BYCHECKING WITH THE GUAGE BLOCKS.

INTO POSITION. PLUMB AND GRADE.MOVE THE ASSEMBLED SHORE TOWER

STEP 5

STEP 6INSTALL SUPERSTRUCTURE AS REQUIRED

BY THE ENGINEERING DRAWINGS

STEP 1FOR YOUR PROJECT, ESTABLISH THE

CORRECT DISTANCE FROM ENDS OF THEE-Z SHORE POST ASSEMBLIES AND CUTGAUGE BLOCKS FOR SPACING. ON THEGROUND, INSTALL TWO E-Z PANELS ONTHE TWO POST ASSEMBLIES FOR THE

LONG SIDE OF THE SHORE TOWER.

STEP 2ASSEMBLE THE TWO OPPOSING SIDES BY REPEATINGSTEP 1 WITH THE COMPONENTS LAYING FLAT ON THE

GROUND IN A MIRROR IMAGE OF EACH OTHER. BE SURETO USE GAUGE BLOCKS TO INSURE THAT THE E-Z PANELSARE INSTALLED AT EXACTLY THE SAME DISTANCE FROM

THE ENDS OF THE POST ASSEMBLIES. THIS WILLINSURE SQUARENESS OF THE TOWER ASSEMBLY.

STEP 3INSTALL E-Z PANELS FOR THE SHORT SIDES

OF THE TOWER ON ONE SIDE OF THEPREVIOUSLY ASSEMBLED SECTIONS. THEE-Z PANELS SHOULD BE AT RIGHT ANGLES

TO THE LONG SIDE FRAMES, STICKINGSTRAIGHT UP FROM THE GROUND.

LIGHT-DUTY

TOWER CAPACITY TO 14000 LBS. PER POST.A.) HINGED U-HEAD PLACED ABOVE JACKS WILL REDUCE

E-Z DECK ASSEMBLY SEQUENCE

B.) PANELS ARE DESIGNED TO SUPPORT A LIGHT-DUTYPLATFORM 25 LBS./SQ. FT. PLATFORM AREA NOT TOEXCEED 64 SQ. FT. PER PANEL. SINGLE SPANSCAFFOLD PLANKS ONLY, 8'-0" MAXIMUM SPAN.

SPECIAL CONDITIONS

WORK PLATFORM

J includes (2)1/8" thick washers.

PWORKING "H"

J

E-Z DECK TOWER NOTES1. E-Z DECK SHALL BE SECURED AT DECK LEVEL IN ALL DIRECTIONS TO PREVIOUSLY PORED WALLS, BEAMS, OR COLUMNS

EXTERNAL BRACING IS REQUIRED AT UNRESTRAINED DECKS LIKE BUILDING PERIMETERS OR SOME BEAM SOFFITS.

2. E-Z SHORE POSTS SHALL BE ERECTED PLUMB WITHIN 1% OF THE HEIGHT OF THE TOWER.

3. MAXIMUM EXTENSION FOR THE LONG JACK IS 38". MAXIMUM EXTENSION FOR THE SHOT JACK IS 13".

4. MAXIMUM DISTANCE BETWEEN E-Z PANEL AND THE END OF THE POST IS 8".

NOTER21R

NOTE

NOTE

6NOTE

NOTE

NOTENOTE

MAX

IMU

M H

EIG

HT

= 40

'-0"

E-Z DECK

2

3

NOTE 7

1

8

5

43

5. MAXIMUM SPACING BETWEEN E-Z PANELS IS 8'-0". E-Z PANELS SHOULD BE SPACED APPROXIMATELY EQUALLY FROM TOPTO BOTTOM OF THE LEGS.

6. JOINTS AT POSTS SHALL BE CONNECTED WITH (4) 1/2" DIAMETER EFCO QUICK BOLTS.

8. APPLY SPRAY LUBRICANT TO JACK THREADS DURING SETUP! THIS REDUCES THE TORQUE REQUIRED TO RELEASE THE LOAD.

7. IF LEG LOADS ARE NOT EQUAL, MAXIMUM LOAD RATIO IS R / R = 4 / 121

STRIPPING PLATFORM DETAIL

SUPPORT 25 LBS./SQ.FT. PLATFORM AREA NOT TO

STRIPPING THE EQUIPMENT, THE TOP LEVEL OF

SCAFFOLD PLANKS ONLY. 8'-0" MAXIMUM SPAN.EXCEED 64 SQ.FT. PER PANEL, SINGLE SPAN

SCAFFOLD PLATFORM. PANELS ARE DESIGNED TOPANELS MAY BE MOVED DOWN AS A LIGHT DUTY

EZ PANEL

AFTER RELEASING TOWER LOADS, AND PRIOR TO

ot D

ate:

Wed

nesd

ay, M

ay 2

6, 2

010

@ 1

1:12

:49

AM

La

st S

aved

: Mon

day,

May

10,

201

0 @

4:1

2:04

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay P

19 T

o 8\

0995

186_

snc

Lava

lin G

raha

m J

v (s

lg)_

wes

tS

unal

ta S

tatio

n\09

9518

6_e-

draw

ings

\096

C07

~1.D

WG

####


DCH

IM

0995186

P89443

B

C

D

P19 1 2 3SP8

25'-1 9/16"[7660]

22'-11 9/16"[7000]

22'-11 9/16"[7000]

8'-9 1/2"[2680]

16'-4 1/16"[4980]

7'-5 9/16"[2275]

15'-6"[4725]

3'-5

7/8

"[1

063]

3'-6

1/2

"[1

079]

6'-8

7/1

6"[2

042]

7'-0

15/

16"

[215

7]7'

-0 1

5/16

"[2

157]

6'-8

7/1

6"[2

042]

6'-2

15/

16"

[190

3]2'

-2 1

/2"

[673

]

13'-9

3/8

"[4

200]

13'-9

3/8

"[4

200]

1'-1

1 5/

16"

[592

]

8'-9

7/1

6"[2

678]

1'-1

1 5/

16"

[592

] 6'-6

1/8

"[1

984]

8'-1

1 1/

8"[2

720]

1 15/16" [50]

7'-4 3/16"[2240]

7'-2 1/4"[2190]

8'-6 3/8" [2600]

1 15/16" [50] 11 13/16"

[300]

1'-6

13/

16"

[478

]

5'-1"[1550]

4'-10 1/16"[1475]

5'-3"[1600]

12'-10 1/2"[3925]

4'-3

3/1

6"[1

300]

9'-6

3/1

6"[2

900]

9'-6

3/1

6"[2

900]

4'-3

3/1

6"[1

300]

5 7/

8" [1

50]

4'-9

1/2

"[1

461]

1'-3

11/

16"

[399

]

11'-6

7/1

6" [3

517]

1'-3

11/

16"

[399

]

1'-1 3/4" [350]

1'-10 13/16" [580]

2'-6

1/8

" [7

65]

2'-1

1"[8

89]

B

C

D

P19 1 2 3 4 5 6 7 8SP8 SP7 SP6

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Frid

ay, O

ctob

er 0

8, 2

010

@ 2

:38:

36 P

M

Last

Sav

ed: F

riday

, Oct

ober

08,

201

0 @

2:3

7:20

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay\0

9951

86_s

nc L

aval

in G

raha

m J

v (s

lg)_

wes

t Lrt

Suna

ltaat

ion\

0995

186_

e-dr

awin

gs\0

9951

86_1

01-1

05.d

wg

#### E


DCH 26MAY10

IM 27MAY10

0995186

P89443

GENERAL DRAWING NOTES1. REFER TO PAGES 003 - 009 FOR DRAWING NOTES, SAFETY

WARNINGS, POUR CHARTS AND NUT & WASHER DETAILS.2. REFER TO PAGES 020 - 021 FOR EQUIPMENT PROCEDURES.3. REFER TO PAGES 500 FOR EQUIPMENT DETAILS AND

NOTES.4. MAX LOAD PER POST = 19, 000 lbs. (U.N.O.)5. ALL E-BEAM & Z-BEAM EXTENSIONS ARE MEASURED FROM

CENTER OF POST.6. ALL E-BEAM SPACED AT 12" O/C MAX. (U.N.O.)7. ALL WOOD BEAMS, SLAB EDGE, LEDGERS AND PLYWOOD

BY CONTRACTOR. (TYP)8. CONTRACTOR MUST ENSURE THAT BOTH SIDES OF

E-BEAMS, NOT BOLTED TO Z-BEAMS, ARE SUPPORTEDEQUALLY.

9. CONTRACTOR TO SET UP SUPPLIED SCAFFOLD BRACKETASSEMBLIES (SS-60 & SS-61) AS REQ'D @ 8'-0" o/c MAXSPACING. OR CONTR. SUPPLIED SCAFFOLDING AS REQ'D.

1000 SLAB

300 SLAB

300 SLAB

1000 SLAB

1000 SLAB

1000 SLAB

KEYPLAN

KEY DIMENSIONGUIDEWAY LEVEL PLAN (GRID P19 - GRID 3)

FUTURESTAIRWAY

E

DATE

REVISION " "08OCT10

E

6'

8'

6'

8'

8'

8'

8'

10'

6'

8'

6'

8'6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

8'

8'6'

8' 10'

10'

6'

6'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

6'

8'

4'

8'

4'

4'

B

C

D

P19 1 2 3SP83 9/16" [91]

3'-10"[1168]

6'-4"[1930]

7'-4"[2235]

6'-8"[2032]

4'-5 9/16"[1361]

3'-0"[914]

5'-9 13/16"[1774]

6'-8 3/16"[2037]

1'-3 13/16" [402]

11 5/8" [295]

8" [204]

2 7/

16"

[63]

1 9/

16"

[40]

2'-6

5/8

" [7

78]

2'-1

3/8

" [6

45]

6'-0

"[1

829]

3'-1

0 15

/16"

[119

2]

4'-0

"[1

219]

4'-0

"[1

219]

3'-1

0 15

/16"

[119

2]

6'-0

"[1

829]

3'-5

3/4

"[1

060]

1'-6

" [4

57]

1 9/

16"

[40]

5'-5

3/8

"[1

660]

8'-4

"[2

540]

8'-4

"[2

540]

5'-5

3/8

"[1

660]

2'-6

5/8

" [7

78]

1'-0

11/

16"

[322

]

1'-5

3/4

" [4

51]

2'-7

"[7

88]

5'-7

15/

16"

[172

6]

2'-4

1/1

6" [7

13]

4'-5

"[1

346]

7'-0

5/1

6"[2

141]

11 1

1/16

" [2

97]

4'-5

5/8

"[1

363]

2'-4

"[7

11]

5'-8

"[1

727]

1'-1

1 5/

16"

[593

]

2'-1

0 15

/16"

[887

]2'

-10

15/1

6" [8

87]

6" [152]

6" [152]

6" [152]

1'-6" [457]

1'-8 11/16" [525]

3'-0"[914]

2" [51]

2" [51]

1'-8" [508]

1'-1

1 3/

4" [6

03]

B

C

D

P19 1 2 3 4 5 6 7 8SP8 SP7 SP6

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Frid

ay, O

ctob

er 0

8, 2

010

@ 2

:38:

45 P

M

Last

Sav

ed: F

riday

, Oct

ober

08,

201

0 @

2:3

7:20

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay\0

9951

86_s

nc L

aval

in G

raha

m J

v (s

lg)_

wes

t Lrt

Suna

ltaat

ion\

0995

186_

e-dr

awin

gs\0

9951

86_1

01-1

05.d

wg

#### E


DCH 26MAY10

IM 27MAY10

0995186

P89443








KEYPLAN

B

TOWER LAYOUTGUIDEWAY LEVEL PLAN (GRID P19 - GRID 3)

D

C

E

A

DATE

REVISION " "08OCT10

E

E

BEARING PADS FOR THEINDICATED TOWER POSTS ARE

TO SUPPORT 20 000 lbs.MINIMUM SAFE WORKING LOAD.

DZB 10'

DZB 10'

DZB 10'

DZB 10'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'ZB 10'

ZB 10'

ZB 10'

ZB 10'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 8'

DZB 8' DZB 8'

DZB 8'

DZB 6'

DZB 6'

ZB 8

'ZB

8'

ZB 8

'ZB

8'

DZB 8' DZB 8'

DZB 8' DZB 8'

DZB

10'

DZB

8'

DZB

10'

DZB

8'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB 14'

DZB

14'

DZB

14'

DZB

14'

DZB

14'

DZB 14'

DZB 4'

DZB 4'

B

C

D

P19 1 2 3SP8

3'-4"[1016]

8" [203]

3'-0"[914]

3'-0"[914]

8" [203]

2'-8"[813]

2'-8"[813]

8" [203]

8" [203]

2'-8"[813]

2'-8"[813]

8" [203]

1'-4" [406]

2'-4"[711]

2'-4"[711]

1'-10" [559]

2'-2" [660]

1'-10" [559]

2'-2" [660]

1'-10" [559]

2'-2" [660]

1'-10" [559]

2'-2" [660]

1'-4

" [4

06]

3'-8

"[1

118]

1'-0

" [3

05]

1'-4

" [4

06]

2'-0

"[6

10]

3'-8

"[1

118]

1'-4

"[4

06]

1'-0

" [3

05]

1'-4

" [4

06]

2'-0

"[6

10]

3'-0

"[9

14]

1'-4

"[4

06]

3'-8"[1118]

1'-4" [406]

2'-4"[711]

1'-4"[406]

2'-4"[711]

2'-4"[711]

1'-4"[406]

2'-4"[711]

2'-4"[711]

1'-4" [406]

1'-4" [406]

2'-4"[711]

2'-4"[711

3'-0

"[9

14]

1'-4

"[4

06]

1'-4[406

8" [203]

4" [102]

1'-0" [305]

4" [102]

3'-0"[914]

3'-0"[914]

B

C

D

P19 1 2 3 4 5 6 7 8SP8 SP7 SP6

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT










ATTENTION

ot D

ate:

Frid

ay, O

ctob

er 0

8, 2

010

@ 2

:38:

55 P

M

Last

Sav

ed: F

riday

, Oct

ober

08,

201

0 @

2:3

7:20

PM

La

st S

aved

By:

Ham

mer

ly, D

ale

eet S

et:

F

ile P

ath:

\\ai

rdsa

01\e

ngin

eerin

g S

hare

\01

- Wor

king

\099

5186

- S

lg, W

est L

rt S

unal

ta, S

uspe

nded

Sla

bs (e

z D

eck)

\sho

ring

Gui

dew

ay\0

9951

86_s

nc L

aval

in G

raha

m J

v (s

lg)_

wes

t Lrt

Suna

ltaat

ion\

0995

186_

e-dr

awin

gs\0

9951

86_1

01-1

05.d

wg

#### E


DCH 26MAY10

IM 27MAY10

0995186

P89443








KEYPLAN

Z-BEAM LAYOUTGUIDEWAY LEVEL PLAN (GRID P19 - GRID 3)

C

E

B D A

DATE

REVISION " "08OCT10

E

11

SEE DETAIL 11 / 500 FORHANGING ZB CONNECTION

DETAIL.(TYPICAL AT ALL PIER

LOCATIONS ALONGGUIDEWAY)

E

EB

18'

EB

14'

EB

14'

EB

12'

EB

12'

EB

14'

EB

14'

EB 10'

EB 10'

EB 10'

EB 10'

EB 10'

EB

10'

EB

12'

EB

12'

EB

10'

EB

10'

EB

10'

EB

10'

EB

10'

EB

10'

EB

10'

EB

8'E

B 1

0'E

B 8'

EB

10'

EB

10' EB

10'

EB 10'

EB

18'

EB

18'

EB

8'E

B 1

0'E

B 8'

EB

10'

EB

8'E

B 1

0'E

B 8'

EB

10'

EB

10'

EB

8'

EB

8'

B

C

D

P19 1 2 3SP8

(11) EB 14'-0"

(24) EB 12'-0" @ 24" o/c MAX

(34) EB 10'-0" @ 16" o/c MAX

(11) EB 14'-0"

(12) EB 14'-0" @ 16" o/c MAX

(11) EB 12'-0" @ 16" o/c MAX

(11) EB 10'-0" @ 16" o/c MAX (23) EB 10'-0" @ 16" o/c MAX

(12) EB 10'-0" @ 16" o/c MAX

(34) EB 10'-0" @ 16" o/c MAX5'

-4 1

/2"

[163

8]

6 1/

2"[1

65]

5'-4

1/2

"[1

638]

6 1/

2"[1

65]

1'-1

0 1/

2" [5

72]

2'-0

1/2

" [6

22]

2'-4

1/2

" [7

24]

1'-6

1/2

" [4

70]

1'-1

0 1/

2" [5

72]

4'-0

1/2

"[1

232]

3'-0

1/2

" [9

27]

10 1

/2"

[267

]

1'-0

1/2

" [3

17]

3'-0

1/2

" [9

27]

6 1/

2" [1

65]

2'-1

0 1/

2" [8

76]

1'-10 1/2" [571]

2'-0 1/2" [622]

2'-1

0 1/

2" [8

76]

1'-0

1/2

" [3

17]

1'-0

1/2

" [3

18]

10 1

/2"

[267

]3'

-2 1

/2"

[978

]8

1/2"

[216

]8

1/2"

[216

]1'

-2 1

/2"

[368

]

(7) EB 18'-0" @ 24" o/c MAX

(8) EB 10'-0" @16" o/c MAX

(8) EB 8'-0"@16" o/c MAX

(8) EB 10'-0" @16" o/c MAX

(8) EB 8'-0"@16" o/c MAX

3'-1

0 1/

2"[1

181]

4'-0

1/2

"[1

232]

2'-1

0 1/

2" [8

76]

1'-0

1/2

" [3

17]

1'-0

1/2

" [3

18]

2'-1

0 1/

2" [8

76]

(7) E

B 1

0'-0

"@

16" o

/c M

AX(1

5) E

B 1

0'-0

" @ 1

6" o

/c M

AX(7

) EB

10'

-0"

@16

" o/c

MAX

(14) EB 8'-0" @ 16" o/c MAX

B

C

D

P19 1 2 3 4 5 6 7 8SP8 SP7 SP6

GENERAL NOTES

AGREEMENT NO.

CHECKED BY


PROJECT:

TITLE:

LOCATION:

RELEASED FOR:



ISSUING OFFICE

DWG

PROJECT







5. ANY ALTERATION OR REPAIR OF EFCOEQUIPMENT MUST BE AUTHORIZED IN WRITING BYEFCO AND MUST BE CARRIED OUT BY QUALIFIEDPERSONNEL. ANY MODIFICATIONS OF EQUIPMENTOR USE OF THAT EQUIPMENT OTHER THAN ASSHOWN WITHOUT APPROVAL IN WRITING BY EFCOWILL VOID ALL FORM WARRANTIES. THE EFCOPLATE GIRDER SYSTEM IS A REGISTEREDTRADEMARK. TH

Documents

0995186 - SLG - West LRT - Sunalta Sta. - Guideway Shoring (Complete Package)