Standard

Submittal Transmittal

Kitchell Contractors Inc of AZBanner Health Centers Project # 5736A

1400 S. Dobson Blvd

Mesa, AZ 85202

Tel: Fax:

Date: 10/30/2012 Reference Number: 0079

From: William DietzJeff FunkhouserTo:

Sun Valley Masonry Inc Kitchell Contractors Inc of AZ

10828 N Cave Creek Rd

Phoenix, AZ 85020

Tel: (602) 943-6106

Fax: (602) 997-6857

1707 E Highland Ave, Suite 190

Phoenix, AZ 85016

Tel: (602) 222-5300

Fax: (602) 798-5750

Transmitted For Delivered Via Tracking Number

Approval

Submittal Package No Description Due Date Package Action

Revise and ResubmitMasonry (Lintel shops, Backer rod, Caulking, and

Pre-cast)

0003 - 04 00 00 - 00

Qty

31 pgs

Item ActionItems DescriptionQty

1 Masonry - Steel Lintels shops - Queen Creek Approved as Noted

2 Masonry - Closed-Cell Backer Rod Closed

3 Masonry - Joint Sealants - Sikaflex-2C Color Card Revise and Resubmit

4 Masonry - Precast shop drawings Approved as Noted

5 Masonry - Precast Mix design for Standard Concrete Mix c-b Closed

Contact Name CopiesCompany NameCc:

Remarks

Please review the reviewed submittals and resubmit Joint Sealants Sika 2C Color Card actual product sample for color

selection.

Signature Signed Date

Prolog Manager Printed on: 10/30/2012 KCI Production Standardized Page 1 of 1

Standard

Submittal Transmittal

Kitchell Contractors Inc of AZBanner Health Centers Project # 5736A

1400 S. Dobson Blvd

Mesa, AZ 85202

Tel: Fax:

Date: 10/23/2012 Reference Number: 0070

From: William DietzMatt LampTo:

HMC Architects Kitchell Contractors Inc of AZ

1001 N. 3rd Avenue

Phoenix, AZ 85003

Tel: (602) 575-2055

1707 E Highland Ave, Suite 190

Phoenix, AZ 85016

Tel: (602) 222-5300

Fax: (602) 798-5750

Transmitted For Delivered Via Tracking Number

Approval

Submittal Package No Description Due Date Package Action

Submitted10/29/2012Masonry (Lintel shops, Backer rod, Caulking, and

Pre-cast)

0003 - 04 00 00 - 00

Qty

30pgs

Item ActionItems DescriptionQty

1 Masonry - Steel Lintels shops - Queen Creek Submitted

2 Masonry - Closed-Cell Backer Rod Submitted

3 Masonry - Joint Sealants - Sikaflex-2C Color Card Submitted

4 Masonry - Precast shop drawings Submitted

5 Masonry - Precast Mix design for Standard Concrete Mix c-b Submitted

Contact Name CopiesCompany NameCc:

Remarks

Please review for your approval.

Signature Signed Date

Prolog Manager Printed on: 10/23/2012 KCI Production Standardized Page 1 of 1

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Date: 9/27/2012Job: 12-04-046 Banner Health Centers (4)

Letter of Transmittal

Transmittal #: 4To: Will DietzKitchell Contractors1707 E. Highland, Suite 200Phoenix, AZ 85016Ph: (602)222-5300 Fax: (602)263-8676

Subject: Submittal

Samples

Change order

Shop drawings

Under separate cover via Email the following items:AttachedWE ARE SENDING YOU

Other

Prints Plans

Copy of letter Specifications

DescriptionNo.DateCopiesDocument Type

1 9/27/12 051200-1 Rev 0 Steel Lintels Shop Drawing for Masonry at ChandlerSubmittal

1 9/27/12 051200-2 Rev 0 Steel Lintels Shop Drawing for Masonry at Queen CreekSubmittal

Other

PRINTS RETURNED AFTER LOAN TO USFOR BIDS DUE

For review and comment

Return ___ corrected printsReturned for corrections

Submit ___ copies for distributionApproved as noted

For approval Resubmit ___ copies for approvalApproved as submitted

THESE ARE TRANSMITTED as checked below:

Remarks:

For your use

As requested

Copy To:

Signature:From: Jeff Funkhouser (SUN VALLEY MASONRY INC)

If enclosures are not as noted, kindly notify us at once. Page 1 of 1

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Job:

Banner Health Centers (4)

Spec Section No:

AZ

Submittal No:

051200

2

Sent Date:

Revision No: 0

Submittal

9/27/2012

12-04-046

Spec Section Title: Structural Steel Framing

Submittal Title: Steel Lintels Shop Drawing for Masonry at Queen Creek

Contractor's Stamp

Architect's Stamp

Engineer's Stamp

Sun Valley Masonry, Inc.

Contractor:

Other:Kitchell ContractorsWill Dietz

Date: ______________

Project #: _____________________________________

Submittal #: ________________

Submittal Name : _____________________________________

These documents have been reviewed and approved for general conformance with the Contract Documents. The approval is not to be construed as direction from the Contractor to the Subcontractor to deviate from the requirements of the Contract Documents.

Resubmitted as NotedNot in Compliance with Drawings and Specifications

Submittal Review

By : __________________________________Will Dietz

Reviewed

5736A Banner Health Centers0001-04_00_00 10-23-2012

Masonry - Steel Lintels Shops - QC

X

1

A

2 3 4 5 6 7

B

C

D

E

(27'-8") (30'-0") (30'-0") (30'-0")(30'-0") (30'-0")

(27'-8")

(27'-8")

(27'-8")

(27'-8")

(177'-8")

(110'-8")

(18'-0")(12'-0")(18'-0")(12'-0")(18'-0") (12'-0") (18'-0")(8'-0")

(2'-0")

(15'-4")(6'-0") (25'-8")

(3'-6")

(8'-8")

(3'-2")(5'-6")

(12'-0")

(6'-0") (6'-0")

(7'-4")

(2'-8")

(4'-8")

(3'-4")

(6'-0")

(2'-8")

(7'-4")

(2'-8")

(7'-4")

(2'-8")

(7'-4")

(2'-8")

(7'-4")

(2'-8")

(10'-0")

(3'-4")

(2'-0")

(2'-8")

(6'-0")

(2'-8")

(6'-0")

(2'-8")

(10'-11")

(2'-8")

1B

1A

1B

1A

1A

1A

1A

1A

1A

1A

KEY LAYOUTSCALE: 1:96 (1/8"=1'-0")

(1'-2")

(2'-10")

(4'-0")

1C (L5x5x 516) CONT

AS SHOWN

@ APPROX 16'-4" EL &

APPROX 77'-81'

1C (L5x5x 516) CONT

ALL-AROUND

@ APPROX 16'-4" EL &

APPROX 22'-24'

NOTE:

COORDINATE LINTELS

EXACT LOCATION

& ELEVATION w/GC

18

(TYP)3-12

STEEL

STUD

HEADER

STEEL

STUD MASONRY

VENEER

1A (L5x5x 516)

@ WINDOWS

&

1B (L5x5x 516)

@ DOORS

18

(TYP)

@ END

JAMB

STUDS

TYPICAL DETAIL @ HEADERSSCALE: 1:12 (1"=1'-0")

16'-4" A.F.F.

STEEL

STUD

MASONRY

VENEER

1C (L5x5x 516) CONT

@ FULL WALLS18

(TYP)

@ STEEL

STUDS

NOTE:

COORDINATE

EXACT LOCATION

& ELEVATION w/GC

TYPICAL DETAIL

@ FULL HEIGHT WALLSSCALE: 1:12 (1"=1'-0")

D

C

B

A

1 2 3 4 5 6 7 8

D

C

B

A

1 2 3 4 5 6 7 8

DATEREV DESCRIPTION BY APVD

REF: 1

OPEN HOLES: 9/16Ø (UNO)

1. STRUCTURAL SHAPES, PLATES AND BOLTS SHALL BE AS FOLLOWS

(UNLESS NOTED OTHERWISE):

ALL PLATES, BARS & RODS..............................ASTM A36

ALL WIDE FLANGE SHAPES..............................ASTM A992

TUBE STEEL........................................................ASTM A500

PIPE STEEL.........................................................ASTM A53

2. WELDING ROD E70XX.

3. ALL STEEL TO HAVE ONE COAT OF MMI STANDARD SHOP PRIME.

(UNLESS NOTED OTHERWISE)

4. ⊗ INDICATES PAINT STRIPE SIDE.

SHOP NOTES:

SCALE

DATE

DWN

APVD

JOB No SHT No

MILLING MACHINERY INC.

INDUSTRIAL CONTRACTORSPROCESS MACHINERY - PROCESS PIPING

STRUCTURAL - MISCELLANEOUS METALS

1014 SOUTH SIRRINE - MESA, ARIZONA 85210

OFF: (480) 964-9041 - FAX: (480) 964-9707

PROJECT/TITLE

BHC - QUEEN CREEK - LINTELSKEY PLAN & DETAILS

DAK

AS NOTED

FORFORFORFOR

APPROVALAPPROVALAPPROVALAPPROVAL

ONLYONLYONLYONLY

MASONRY CONTINUES ONBACK SIDE 8'-8" FROM EDGE.

SEE A4.10 ROOF PLAN

L5x5x 516 (4'-0")

(5")

(5")

( 516")

32 - LINTEL - 1ASCALE: 1:12 (1"=1'-0")

12 - LINTEL - 1BSCALE: 1:12 (1"=1'-0")

FIVE - VENEER SUPPORT ANGLE - 1CSCALE: 1:12 (1"=1'-0")

L5x5x 516 (4'-8")

(5")

(5")

( 516")8" 2'-8" 8" 1'-0" 2'-8" 1'-0"

3"

3"

L5x5x 516 (20'-0")

(5")

(5")

(516")8" (7) SPACES @ 2'-8" (=18'-8") 8"

3"

D

C

B

A

1 2 3 4 5 6 7 8

D

C

B

A

1 2 3 4 5 6 7 8

DATEREV DESCRIPTION BY APVD

REF: E1

OPEN HOLES: 9/16Ø (UNO)

1. STRUCTURAL SHAPES, PLATES AND BOLTS SHALL BE AS FOLLOWS

(UNLESS NOTED OTHERWISE):

ALL PLATES, BARS & RODS..............................ASTM A36

ALL WIDE FLANGE SHAPES..............................ASTM A992

TUBE STEEL........................................................ASTM A500

PIPE STEEL.........................................................ASTM A53

2. WELDING ROD E70XX.

3. ALL STEEL TO HAVE ONE COAT OF MMI STANDARD SHOP PRIME.

(UNLESS NOTED OTHERWISE)

4. ⊗ INDICATES PAINT STRIPE SIDE.

SHOP NOTES:

SCALE

DATE

DWN

APVD

JOB No SHT No

MILLING MACHINERY INC.

INDUSTRIAL CONTRACTORSPROCESS MACHINERY - PROCESS PIPING

STRUCTURAL - MISCELLANEOUS METALS

1014 SOUTH SIRRINE - MESA, ARIZONA 85210

OFF: (480) 964-9041 - FAX: (480) 964-9707

PROJECT/TITLE

BHC - QUEEN CREEK - LINTELSLINTELS & SUPPORT ANGLES

DAK

AS NOTED

FORFORFORFOR

APPROVALAPPROVALAPPROVALAPPROVAL

ONLYONLYONLYONLY

APPROVER:

SINCE THE ASSUMPTION IS TO

WELD LINTELS TO STEEL STUDS,

PLEASE VERIFY IF HOLES ARE

REQUIRED & IF SO, PLEASE

VERIFY REQUIRED HOLE Ø.

A/EPLEASE CLARIFY

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Date: 9/27/2012Job: 12-04-046 Banner Health Centers (4)

Letter of Transmittal

Transmittal #: 3To: Will DietzKitchell Contractors1707 E. Highland, Suite 200Phoenix, AZ 85016Ph: (602)222-5300 Fax: (602)263-8676

Subject: Submittal

Samples

Change order

Shop drawings

Under separate cover via Email the following items:AttachedWE ARE SENDING YOU

Submittal

Prints Plans

Copy of letter Specifications

DescriptionNo.DateCopiesDocument Type

1 9/27/12 079200-1 Rev 0 Porduct data for Nomaco Sof Rod Closed Cell backerSubmittal

1 9/27/12 079200-2 Rev 0 Product data for Two-component, non-sag, polyurethane Sika 2C NS PDS1

Submittal

1 9/27/12 079200-3 Rev 0 Sika 2C Color CardSubmittal

Other

PRINTS RETURNED AFTER LOAN TO USFOR BIDS DUE

For review and comment

Return ___ corrected printsReturned for corrections

Submit ___ copies for distributionApproved as noted

For approval Resubmit ___ copies for approvalApproved as submitted

THESE ARE TRANSMITTED as checked below:

Remarks:

For your use

As requested

Copy To:

Signature:From: Jeff Funkhouser (SUN VALLEY MASONRY INC)

If enclosures are not as noted, kindly notify us at once. Page 1 of 1

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Job:

Banner Health Centers (4)

Spec Section No:

AZ

Submittal No:

079200

1

Sent Date:

Revision No: 0

Submittal

9/27/2012

12-04-046

Spec Section Title: Joint Sealants

Submittal Title: Porduct data for Nomaco Sof Rod Closed Cell backer

Contractor's Stamp

Architect's Stamp

Engineer's Stamp

Sun Valley Masonry, Inc.

Contractor:

Other:Kitchell ContractorsWill Dietz

Date: ______________

Project #: _____________________________________

Submittal #: ________________

Submittal Name : _____________________________________

These documents have been reviewed and approved for general conformance with the Contract Documents. The approval is not to be construed as direction from the Contractor to the Subcontractor to deviate from the requirements of the Contract Documents.

Resubmitted as NotedNot in Compliance with Drawings and Specifications

Submittal Review

By : __________________________________Will Dietz

Reviewed

5736A Banner Health Centers0001-04_00_00 10-23-2012

Masonry - Closed-Cell Backer Rod

X

Round, flexible, continuous lengths of extruded, closed-cell polyethylene foam backer rod for use as a backing material for elastomeric and other cold applied sealants.

Nomaco Inc. • 501 NMC Drive, Zebulon, North Carolina 27597 Phone: 1.800.345.7279 • Fax: 919.269.7936 • www.nomaco.com

Closed-CellBacker RodS

PE

CIF

ICA

TIO

NS

June 2008

Product Name:HBR®

Features• Easy to apply• Non-gassing• Non-exuding• Chemically inert• Virtually dust-free

• Meets all of the requirements of the 1990 Clean Air Act

• Is a “Domestic End Product” as defined in the Buy American Act, Title 41 USC 10

Description TYPE: C: - Per ASTM C 1330. Cylindrical, flexible sealant backings composed predominantly of closed cell material per ASTM C 1330 for use with cold applied sealants. FORM: Round Foam Rod. TEMPERATURE LIMITS: -45˚F to +160˚F.

Benefits Backer rod limits the depth of the sealant and prevents excessive sealant use. It also helps sealant assume optimum shape factor to prolong sealant service life and acts as a barrier to the flow of sealant through the joint.

Applications Common applications include, but are not limited to, expansion and contraction joints, curtain walls, construction partitions, parking decks and bridge construction.

Physical Property Requirements

Property Value ASTM Test Methods

Density lb/ft3 (kg/m3), avg. 1.3-2.3 (20-37) D 1622

Outgassing (No. of Bubbles) > 1 C 1253

Compression Recovery, %, min > 90 D 5249

Compression Deflection psi (kgf/cm2) 15 (1.05) D 5249

Tensile Strength psi (kgf/cm3), min 24 (1.69) D 1623

Water Absorption (g/cc) < .03 C 1016 - Procedure B

1/4” 6 mm Spool 6400’ 1951 m 12 lbs. 5.4 kg. 18” x 18” x 31” Handy Pack 2500’ 762 m 7 lbs. 3 kg. 15” x 15” x 18” 3/8” 10 mm Spool 3600’ 1097 m 12 lbs. 5.4 kg. 18” x 18” x 31” Handy Pack 1400’ 427 m 7 lbs. 3 kg. 15” x 15” x 18” 1/2” 13 mm Spool 2500’ 762 m 12 lbs. 5.4 kg. 18” x 18” x 31” Handy Pack 800’ 244 m 7 lbs. 3 kg. 15” x 15” x 18” 5/8” 16 mm Spool 1550’ 472 m 12 lbs. 5.4 kg. 18” x 18” x 31” Handy Pack 550’ 168 m 7 lbs. 3 kg. 15” x 15” x 18” 3/4” 19 mm Spool 1100’ 335 m 12 lbs. 5.4 kg. 18” x 18” x 31” Handy Pack 400’ 122 m 7 lbs. 3 kg. 15” x 15” x 18” 7/8” 22 mm Spool 850’ 259 m 12 lbs. 5.4 kg. 18” x 18” x 31” 1” 25 mm Spool 550’ 168 m 12 lbs. 5.4 kg. 18” x 18” x 31” 1-1/4” 32 mm Spool 400’ 122 m 12 lbs. 5.4 kg. 18” x 18” x 31” 1-1/2” 38 mm Cut Length 550’ 168 m 18 lbs. 8 kg. 23” x 13” x 75” 2” 51 mm Cut Length 360’ 110 m 18 lbs. 8 kg. 23” x 13” x 75” 2-1/2” 63 mm Cut Length 240’ 73 m 18 lbs. 8 kg. 23” x 13” x 75” 3” 76 mm Cut Length 144’ 44 m 18 lbs. 8 kg. 23” x 13” x 75” 4” 102 mm Cut Length 90’ 27 m 18 lbs. 8 kg. 23” x 13” x 75” 6” 152 mm Cut Length 72’ 22 m 40 lbs. 18 kg. 25” x 12” x 112”

1/4” 6 mm Spool 1100’ 335 m 3 lbs. 0 kg. 15” x 15” x 18” 3/8” 10 mm Spool 1100’ 335 m 3 lbs. 0 kg. 15” x 15” x 18” 3/4” 19 mm Cut Length 200’ 56 m 13 lbs. 0 kg. 10” x 16” x 74” 1” 25 mm Cut Length 960’ 270 m 15 lbs. 0 kg. 13” x 23” x 75” 1-1/4” 32 mm Cut Length 576’ 170 m 18 lbs. 0 kg. 13” x 23” x 75” 1-1/2” 38 mm Cut Length 576’ 170 m 18 lbs. 0 kg. 13” x 23” x 75”

1/2” 13 mm Spool 1100’ 335 m 5 lbs. 0 kg. 15” x 15” x 18” 5/8” 16 mm Spool 1100’ 335 m 5 lbs. 0 kg. 15” x 15” x 18” 3/4” 19 mm Spool 800’ 244 m 4 lbs. 0 kg. 15” x 15” x 18” 1” 25 mm Spool 450’ 137 m 5 lbs. 0 kg. 15” x 15” x 18” 1-1/4” 32 mm Spool 400’ 122 m 7 lbs. 0 kg. 15” x 15” x 18” 1-1/2” 38 mm Cut Length 1104’ 336 m 16 lbs. 0 kg. 13” x 23” x 75” 2” 51 mm Cut Length 720’ 0 m 16 lbs. 0 kg. 13” x 23” x 75” 2-1/2” 663 mm Cut Length 480’ 0 m 16 lbs. 0 kg. 13” x 23” x 75”

1/2 Round

Although every effort has been made to assure the accuracy of this information and the safety and suitability of its products, Nomaco Inc. accepts no responsibility for results obtained by the application of this information or for the safety and suitability of its products, either alone or in combination with other products. Users are advised to make their own tests to determine the safety and suitability of each such product or product combination for their own purposes. In view of the various conditions under which this information and our products or the products of other manufacturers in combination with our products may be used, Nomaco sells its products without warranty, and buyers and users assume all responsibility and liability for loss or damage from handling and use of these products, whether used alone or in combination with other products.

Closed-Cell Backer RodProduct Name: HBR®

N910302

Dimension Unit Length / Unit Unit Weight Unit Dimension

Packaging Specs

Joint Preparation and Installation Just prior to placing the backer rod, clean all joints per the sealant manufacturer’s recommendations. Thoroughly remove any concrete form-release agents, curing compound residue, laitance, or any foreign materials. To ensure a good sealant bond, joints must be clean and dry when the new sealant is installed. Air compressors used for this purpose must be equipped with traps for removal of oil and moisture. Install the backer rod at the depth recommended by the sealant manufacturer with a blunt tool.

Size Selection - Proper size selection is important as it controls the depth of the sealant bead. It must be oversized (25-50%) to fit tightly into the joint and function as a bondbreaker to prevent back-side adhesion of the sealant.

Compatibility - Closed-cell polyethylene is basically an inert material; and therefore, it is compatible, both physically and chemically, with virtually all known cold applied sealants including self-leveling types.

Precautions - Do not puncture, over compress or stretch backer rod during insertion. Do not use with hot applied sealants. Tests for outgassing of cold applied sealants shall be made in accordance with ASTM Test Method C 1253. Sealant compatibility should be confirmed by the sealant manufacturer. Compatibility characteristics of sealants in contact with sealant back-ings can be determined by ASTM Test Method C 1087.

1/4 Round

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Job:

Banner Health Centers (4)

Spec Section No:

AZ

Submittal No:

079200

2

Sent Date:

Revision No: 0

Submittal

9/27/2012

12-04-046

Spec Section Title: Joint Sealants

Submittal Title: Product data for Two-component, non-sag, polyurethane Sika 2C NS PDS1

Contractor's Stamp

Architect's Stamp

Engineer's Stamp

Sun Valley Masonry, Inc.

Contractor:

Other:Kitchell ContractorsWill Dietz

Date: ______________

Project #: _____________________________________

Submittal #: ________________

Submittal Name : _____________________________________

These documents have been reviewed and approved for general conformance with the Contract Documents. The approval is not to be construed as direction from the Contractor to the Subcontractor to deviate from the requirements of the Contract Documents.

Resubmitted as NotedNot in Compliance with Drawings and Specifications

Submittal Review

By : __________________________________Will Dietz

Reviewed

5736A Banner Health Centers0001-04_00_00 10-23-2012

Masonry - Joint Sealants Product Data

X

Cons

truct

ion

Sikaflex®-2c NSTwo-component, non-sag, polyurethane elastomeric sealantDescription Sikaflex-2cNSisa2-component,premium-grade,polyurethane-based,elastomericsealant.Itisprincipally

a chemical cure in a non-sagconsistency.MeetsASTMC-920,TypeM,GradeNS,Class25,useT,NT,M,G,A,O,IandFederalSpecificationTT-S-00227E,TypeII,ClassA.TestedinaccordancewithASTMC-1382foruseinEIFSsystems.

Where to use nIntendedforuseinallproperlydesignedworkingjointswithaminimumdepthof1/4inch. nIdealforverticalandhorizontalapplications. nPlaceableattemperaturesaslowas40°F. nAdherestomostsubstratescommonlyfoundinconstruction. nAneffectivesealantforuseinExteriorInsulationFinishSystems(EIFS). nSubmergedenvironments,suchascanalandreservoirjoints.Advantages nCapableof±50%jointmovement. nChemicalcureallowsthesealanttobeplacedinjointsexceedingыin.indepth. nHighelasticitywithatough,durable,flexibleconsistency. nExceptionalcutandtearresistance. nExceptionaladhesiontomostsubstrateswithoutpriming. nAvailablein35architecturalcolors. nColoruniformityassuredviaColor-paksystem. nAvailableinpre-pigmentedLimestoneGray(noColor-pakneeded). nNon-sageveninwidejoints. nEasytomix. nPaintablewithwater-,oil-,andrubber-basepaints. nJetfuelresistant.Coverage 1gal.yields231cu.in.or154lin.ft.ofa1/2in.x1/4in.joint.Packaging 1.5gal.unit.3galunits.Color-pakispurchasedseparately.LimestoneGraycoloravailablepre-pigmented.

Product Data SheetEdition1.26.2011Identificationno.464Sikaflex-2cNS

Typical Data (Material and curing conditions 73°F (23°C) and 50% R.H.)

Shelf life Oneyearinoriginal,unopenedcontainers.Storage Conditions Storedryat40°-95°F(4°-35°C).Condition

material to 65°-75°F before using.Colors Awiderangeofarchitecturalcolorsareavail-

able.Specialcolorsavailableonrequest.Application Temperature 40°to100°F,ambientandsubstratetemperatures.

Sealantshouldbeinstalledwhenjointisatmid- rangeofitsanticipatedmovement.

Service Range -40°to170°F(-40°-75°C).Curing Rate (ASTM C-679) Tack-FreeTime 6-8hrs. FinalCure 3daysApplication Life 3-4hrs. Tear Strength ASTMD-624 45lb./in.Shore A Hardness ASTMD-2240 25±5Tensile Properties (ASTM D-412) Tensile Strength at Break 95psi Tensile Elongation 500% 100% Modulus 70psiAdhesion in Peel (Fed Spec. TT-S-00227E) Substrate Peel Strength % Adhesion Loss Concrete 25lb. Zero Weathering Resistance ExcellentChemical Resistance Goodresistancetowater,dilutedacids,diluted

alkalines,andresidentialsewage.Consult TechnicalServiceforspecificdata.

How to UseSurface Preparation Alljoint-wallsurfacesmustbeclean,sound,andfrost-free.Jointwallsmustbefreeof

oils,grease,curingcompoundresidues,andanyotherforeignmatterthatmightpreventbond.Ideallythisshouldbeaccomplishedbymechanicalmeans.Bondbreakertapeorbackerrodmustbeusedinbottomofjointtopreventbond.

Cons

truct

ion

Visit our website at www.sikaconstruction.com 1-800-933-SIKA NATIONWIDERegional Information and Sales Centers.ForthelocationofyournearestSikasalesoffice,contactyourregionalcenter.

Sika Corporation Sika Canada Inc. Sika Mexicana S.A. de C.V. 201PolitoAvenue 601DelmarAvenue CarreteraLibreCelayaKm.8.5Lyndhurst,NJ07071 PointeClaire Fracc.IndustrialBalvaneraPhone:800-933-7452 QuebecH9R4A9 Corregidora,QueretaroFax:201-933-6225 Phone:514-697-2610 C.P.76920 Fax:514-694-2792 Phone:524422385800

Fax:524422250537

KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLYAllinformationprovidedbySikaCorporation(“Sika”)concerningSikaproducts,includingbutnotlimitedto,anyrecommendationsandadvicerelatingtotheapplicationanduseofSikaproducts,isgiveningoodfaithbasedonSika’scurrentexperienceandknowledgeofitsproductswhenproperlystored,handledandappliedundernormalconditionsinaccordancewithSika’sinstructions.Inpractice,thedifferencesinmaterials,substrates,storageandhandlingcondi-tions,actualsiteconditionsandotherfactorsoutsideofSika’scontrolaresuchthatSikaassumesnoliabilityfortheprovisionofsuchinformation,advice,recommendationsorinstructionsrelatedtoitsproducts,norshallanylegalrelationshipbecreatedbyorarisefromtheprovisionofsuchinformation,advice,recommendationsorinstructionsrelatedtoitsproducts.TheuseroftheSikaproduct(s)musttesttheproduct(s)forsuitabilityfortheintendedapplicationandpurposebeforeproceedingwiththefullapplicationoftheproduct(s).Sikareservestherighttochangethepropertiesofitsproductswithoutnotice.AllsalesofSikaproduct(s)aresubjecttoitscurrenttermsandconditionsofsalewhichareavailableatwww.sikacorp.comorbycalling800-933-7452. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most current Technical Data Sheet, product label and Material Safety Data Sheet which are available online at www.sikaconstruction.com or by calling Sika's Technical Service Department at 800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use. LIMITED WARRANTY: Sika warrants this product for one year fromdate of installation to be free frommanufacturing defects and tomeet thetechnical properties on the currentTechnicalDataSheet if used as directedwithin shelf life.User determines suitability of product for intendeduseandassumesall risks.Buyer’ssole remedyshallbe limited to thepurchasepriceor replacementofproductexclusiveof labororcostof labor. NO OTHER WARRANTIES ExPRESS OR IMPLIED SHALL APPLY INCLUDINg ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEgAL THEORY FOR SPECIAL OR CONSEqUENTIAL DAMAgES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINgE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIgHTS HELD BY OTHERS.

SikaandSikaflexareregisteredtrademarks.MadeinUSA.PrintedinCanada.

Priming Primingistypicallynotnecessary.Mostsubstratesonlyrequireprimingifsealantwillbesubjectedtowaterimmersionaftercure.Testingshouldbedone,however,onquestionablesubstrates,todetermineifprimingisneeded.

ConsultTechnicalServiceorSikaflexPrimerTechnicalDataSheetforadditionalinformationonpriming. Note:MostExteriorInsulationFinishSystems(EIFS)manufacturersrecommendtheuseofaprimer.WhenEIFSmanu-

facturerspecifiesaprimerorifon-sitebondtestingindicatesaprimerisnecessary,Sikaflex429primerisrecommended.On-siteadhesiontestingisrecommendedwithfinalsystempriortothestartofajob.

Mixing PourentirecontentsofComponent‘B’intopailofComponent‘A’.AddentirecontentsofColor-pakintopailandmixwithalow-speeddrill(400-600rpm)andSikaflexpaddle.* Mixfor3-5minutestoachieveauniformcolorandconsistency.Scrapedownsidesofpailperiodically.Avoidentrapmentofairduringmixing.

Whenmixingincoldweather(<50°F),donotforcethemixingpaddletothebottomofthepail.AfteraddingComponent‘B’andColor-pakintoComponent‘A’,mixthetop1/2to3/4ofthepailduringthefirstminuteofmixing.Afterscrapingdownthesidesofthepail,mixagainforanotherminute.Thepaddleshouldreachthebottomofthepailbetweenthefirstandsecondminuteofmixing.Scrapedownthesidesofthepailasecondtimeandthenmixforanadditional2-3minutesuntiltheseal-antiswellblended.

Color-pak must be used with tint base. For pre-pigmented Limestone base, just mix with low speed drill and Sikaf-lex paddle (no Color-pak needed).

Application Recommendedapplicationtemperatures40°-100°F.Pre-conditioningunitstoapproximately70°Fisnecessarywhenwork-ingatextremes.Movepre-conditionedunitstoworkareasjustpriortoapplication.

Applysealantonlytoclean,sound,dry,andfrost-freesubstrates.Sikaflex-2cshouldbeappliedintojointswhenjointslotisatmid-pointofitsdesignedexpansionandcontraction.

Toplace,loaddirectlyintobulkgunoruseafollowerplateloadingsystem.Placenozzleofgunintobottomofjointandfillentirejoint.Keepingthenozzledeepinthesealant,continuewithasteadyflowofsealantprecedingnozzletoavoidairen-trapment.Also,avoidoverlappingofsealantsincethisalsoentrapsair.Jointdimensionshouldallowfor1/4inchminimumand1/2inchmaximumthicknessforsealant.Properdesignis2:1widthtodepthratio.Toolsealanttoensurefullcontactwithjointwallsandremoveairentrapment.

Limitations nTheultimateperformanceofSikaflex-2cNSdependsongoodjointdesignandproperapplication. nMinimumdepthinworkingjointis1/4in. nMaximumexpansionandcontractionshouldnotexceed50%ofaveragejointwidth. nDonotcureinthepresenceofcuringsilicones. nAvoidcontactwithalcoholandothersolventcleanersduringcure. nAllow3-daycurebeforesubjectingsealanttototalwaterimmersion. nAvoidexposuretohighlevelsofchlorine.(Maximumlevelis5ppm). nDonotapplywhenmoisturevaportransmissionexistssincethiscancausebubblingwithinthesealant. nAvoidover-mixingsealant. nLightcolorshadestendtoyellowovertimewhenexposedtoultravioletrays. nLightcolorscanyellowifexposedtodirectgasfiredheatingelements. nWhenovercoating:anon-sitetestisrecommendedtodetermineactualcompatibility. nThedepthofsealantinhorizontaljointssubjecttotrafficis1/2inch. nInhorizontaljointsexposedtovehicularorfoottraffic,“TG”additiveisrecommended.SeeSikaflex-2cNSTGdatasheet

forspecificdetails.

Caution Component ‘A’; Irritant - Avoidcontact.Productisaskin,respiratoryandeyeirritant.Useofsafetygogglesandchemicalresistantglovesrecommended.UseofaNIOSHapprovedrespiratorrequiredifPELsareexceeded.Usewithadequateventilation.

Component ‘B’; Combustible; Sensitizer; Irritant - ContainsXylene.Keepawayfromheat,sparksandopenflame.Usewithadequateventilation.Productisarespiratoryandskinsensitizer.Avoidcontact.Productisaneye,skin,andrespiratoryirritant.Useofsafetygogglesandchemicalresistantglovesrecommended.UseofaNIOSHapprovedrespiratorrequiredifPELsareexceeded.

First Aid Eyes–Rinseeyesthoroughlyforfifteenminutes.Contactphysician.Skin–Washaffectedareathoroughlywithsoapandwater.Removecontaminatedclothing.Ifirritationpersistscontactphysician.Inhalation–Removetofreshair.Ifbreathingstops,instituteartificialrespiration.Contactphysician.Ingestion–Dilutewithwater.Contactphysician.

Clean Up Uncuredmaterialcanberemovedwithapprovedsolvent.Curedmaterialcanonlyberemovedmechanically.Forspillage,collect,absorb,anddisposeofinaccordancewithcurrent,applicablelocal,state,andfederalregulations.

Spec Component: SC-071-03/10 Sikaflex-2c

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

Section 07900 Joint Sealers Elastomeric and non-Elastomeric Sealant

Part 1 - General 1.01 Summary

A. This specification describes the sealing of joints and cracks with a two-component, non-sag or self-leveling, elastomeric polyurethane sealant.

1.02 Quality Assurance

A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001:2008 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis.

B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and protection with a successful track record of 5 years or more. Contractor shall maintain qualified personnel who have received product training by a manufacturer's representative.

C. Install materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations of local, state and federal authorities having jurisdiction. Consult Material Safety Data Sheets for complete handling recommendations.

1.03 Delivery, Storage, and Handling

A. All materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. Damaged material must be removed from the site immediately.

B. Store all materials off the ground and protect from rain, freezing or excessive heat until ready for use.

C. Condition the specified product as recommended by the manufacturer. 1.04 Job Conditions

A. Environmental Conditions: Do not apply material if it is raining or snowing or if such conditions appear to be imminent. Minimum application temperature 40ºF (5ºC) and rising.

B. Protection: Precautions should be taken to avoid damage to any surface near the work zone due to mixing and handling of the specified coating.

1.05 Submittals

A. Submit two copies of manufacturer's literature, to include: Product Data Sheets, and appropriate Material Safety Data Sheets (MSDS)

1.06 Warranty

A. Provide a written warranty from the manufacturer against defects of materials for a period of one (1) year, beginning with date of substantial completion of the project.

Part 2 - Products

2.01 Manufacturers

A. Sikaflex-2c, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, OH 43302 is considered to conform to the requirements of this specification.

2.02 Materials

A. Polyurethane sealant:

1. The joint sealant shall be a two-component, non-sag polyurethane-base material. It shall be applicable in horizontal, vertical, and overhead joints. The sealant shall be principally a chemical cure to form an elastomeric substance. The color shall be introduced through a "Color-pak" system or be pretinted from the manufacturer.

B. Any primers, as required, recommended by the manufacturer of the specified product, approved by the engineer.

C. Backer rod or bond breaker tape as approved by engineer. 2.03 Performance Criteria

A. Properties of the mixed polyurethane sealant:

1. Initial Cure (Tack-Free Time): 6-10 hours

2. Consistency: non-sag

3. Color: 35 standard colors. Additional architectural colors available through color matching system

B. Properties of the cured polyurethane sealant:

1. Tensile Properties (ASTM D-412) at 14 days Non-sag a. Tensile Strength at break: minimum 120 psi b. Tensile Elongation: minimum 500% c. Modulus of Elasticity - 100% Elongation 70 psi, min. .

2. Shore A Hardness (ASTM D-2240) at 14 days: a. Non-sag: 25 +/-5

3. Tear Strength (ASTM D-624) at 14 days: non-sag 45 lbs./in

4. Adhesion in Peel (TT-S-00227E, ASTM C-794) at 21 days a. Concrete: 25-lb. min. 0% Adhesion Loss

5. Service Range: -40o to 170oF (-400 to 770C)

6. The sealant shall conform to Federal Specification TT-S-00227E, Type I and II, Class A.

7. The sealant shall conform to ASTM C-920, Type M, NS, Class 25.

8. The sealant shall be capable of ±50% of the average joint width when tested in accordance to the durability bond test of Federal Specification TT-S-00227E and ASTM C-719.

9. The sealant shall be non-staining.

10. Final Cure: 3 days max. Note: Tests were performed with material and curing conditions at 71o-75oF and 45-55% relative humidity. Part 3 - Execution

3.01 Surface Preparation

A. The joint and adjacent substrate must be clean, dry, sound and free of surface contaminants. Remove all traces of the old sealant, dust, laitance, grease, oils, curing compounds, form release agents and foreign particles by mechanical means, i.e. – sandblasting, etc., as approved by the engineer. Blow joint free of dust using compressed air line equipped with an oil trap.

3.02 Mixing and Application

A. Mixing of the polyurethane sealant: Pour out entire contents of Component B into pail of Component A. Add entire contents of Color-pak into pail and mix with low-speed drill (400-600 rpm) and approved paddle. Mix for 3-5 minutes to achieve a uniform color and consistency. Avoid entrapment of air during mixing.

B. Joints:

1. Placement Procedure: Prime all substrates as required based upon the recommendations of the manufacturer of the specified product, when field testing indicates need, and when the joints will be subject to immersion after cure, as approved by the Engineer.

2. Install approved backer rod or bond breaker tape in all joints subject to thermal movement to prevent three-sided bonding and to set the depth of the sealant at a maximum of 1/2 in., measured at the center point of the joint width. Approval of the backer rod or bond breaker tape shall be made by the Engineer.

3. Joints shall be masked to prevent discoloration or application on unwanted areas, as directed by the Engineer. If masking tape is used, it shall not be removed before tooling, yet must be removed before the initial cure of the sealant. Do not apply the masking tape until just prior to the sealant application.

4. Install sealant into prepared joints when the joint is at mid-point of its expansion and contraction cycle. a. Non-sag sealant: Load the sealant into a caulking gun. Place the nozzle of the gun, either hand or

air or electric powered, into the bottom of the joint and fill entire joint. Keep the tip of the nozzle in the sealant, continue with a steady flow of sealant preceeding the nozzle to avoid air entrapment. Avoid overlapping the sealant to eliminate the entrapment of air. Tool, as required, to properly fill the joint.

5. Adhere to all limitations and cautions for the polyurethane sealant in the manufacturer's printed literature.

B. Cracks

1. Non-sag sealant: For best performance, sealant should be gunned into crack to a minimum of 1/4" in depth. Place the nozzle of the gun, either hand or air or electric powered, into the bottom of the crack and fill entire crack. Keep the tip of the nozzle in the sealant, continue with a steady flow of sealant preceeding the nozzle to avoid air entrapment. Avoid overlapping the sealant to eliminate the entrapment of air. Tool as required to properly fill the crack.

2. Adhere to all limitations and cautions for the polyurethane sealant as stated in the manufacturers printed literature.

3.03 Cleaning

A. The uncured polyurethane sealant can be cleaned with an approved solvent. The cured polyurethane sealant can

only be removed mechanically

B. Leave work area in a neat, clean condition without evidence of spillovers onto adjacent areas.

SC-071 Sikaflex®-2c NS

Crack Filler Figure 1 - Sikaflex-2c NS (non-sag) 1. Gun Sikaflex-2c NS into prepared crack, minimum depth ¼". 2. Tool as required to properly fill crack.

Fig. 1

Fig. 2

Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071

SC-071 Figure 1 - Sikaflex-2c NS (non-sag) 1. Install appropriate backer material to prevent three-sided adhesion and to control sealant depth. 2. Sikaflex-2c NS should be gunned into joint at mid-point of designed expansion and contraction. 3. Tool as required to properly fill joints. Note: Sikaflex-2c NS is designed for all types of joints where maximum sealant depth will not exceed ½".

Sikaflex® 2c NS Expansion Joint Filler

Fig. 1

Fig. 2

Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071

The preceding specifications are provided by Sika Corporation as a guide for informational purposes only and are not intended to replace sound engineering practice and judgment and should not be relied upon for that purpose. SIKA CORPORATION MAKES NO WARRANTY OF ANY KIND, EITHER EXPRESS OR IMPLIED, AS TO THE ACCURACY, COMPLETENESS OR THE CONTENTS OF THESE GUIDE SPECIFICATIONS. Sika Corporation assumes no liability with respect to the provision or use of these guide specifications, nor shall any legal relationship be created by, or arise from, the provision of such specifications SIKA SHALL NOT BE RESPONSIBLE UNDER ANY LEGAL THEORY TO ANY THIRD PARTY FOR ANY DIRECT OR CONSEQUENTIAL DAMAGES OF ANY KIND ARISING FROM THE USE OF THESE GUIDE SPECIFICATIONS. The specifier, architect, engineer or design professional or contractor for a particular project bears the sole responsibility for the preparation and approval of the specifications and determining their suitability for a particular project or application. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's most current Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or by calling (201) 933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instructions for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Job:

Banner Health Centers (4)

Spec Section No:

AZ

Submittal No:

079200

3

Sent Date:

Revision No: 0

Submittal

9/27/2012

12-04-046

Spec Section Title: Joint Sealants

Submittal Title: Sika 2C Color Card

Contractor's Stamp

Architect's Stamp

Engineer's Stamp

Sun Valley Masonry, Inc.

Contractor:

Other:Kitchell ContractorsWill Dietz

Date: ______________

Project #: _____________________________________

Submittal #: ________________

Submittal Name : _____________________________________

These documents have been reviewed and approved for general conformance with the Contract Documents. The approval is not to be construed as direction from the Contractor to the Subcontractor to deviate from the requirements of the Contract Documents.

Resubmitted as NotedNot in Compliance with Drawings and Specifications

Submittal Review

By : __________________________________Will Dietz

Reviewed

5736A Banner Health Centers0001-04_00_00 10-23-2012

Masonry - Joint Sealants Color Card

X

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Job:

Banner Health Centers (4)

Spec Section No:

AZ

Submittal No:

042000

23

Sent Date:

Revision No: 0

Submittal

9/27/2012

12-04-046

Spec Section Title: Unit Masonry

Submittal Title: Precast shop drawings cut tickets

Contractor's Stamp

Architect's Stamp

Engineer's Stamp

Sun Valley Masonry, Inc.

Contractor:

Other:Kitchell ContractorsWill Dietz

Date: ______________

Project #: _____________________________________

Submittal #: ________________

Submittal Name : _____________________________________

These documents have been reviewed and approved for general conformance with the Contract Documents. The approval is not to be construed as direction from the Contractor to the Subcontractor to deviate from the requirements of the Contract Documents.

Resubmitted as NotedNot in Compliance with Drawings and Specifications

Submittal Review

By : __________________________________Will Dietz

Reviewed

5736A Banner Health Centers0001-04_00_00 10-23-2012

Masonry - Pre-cast Shops

X

HMC,PLEASE PROVIDECONFIRMATION ONDIMENSIONS.

Ph : (602)943-6106

10828 N. Cave Creek Rd.Phoenix, AZ 85020

Job:

Banner Health Centers (4)

Spec Section No:

AZ

Submittal No:

042000

24

Sent Date:

Revision No: 0

Submittal

9/27/2012

12-04-046

Spec Section Title: Unit Masonry

Submittal Title: Precast Mix design for Standard Concrete Mix Mix C-B

Contractor's Stamp

Architect's Stamp

Engineer's Stamp

Sun Valley Masonry, Inc.

Contractor:

Other:Kitchell ContractorsWill Dietz

Date: ______________

Project #: _____________________________________

Submittal #: ________________

Submittal Name : _____________________________________

These documents have been reviewed and approved for general conformance with the Contract Documents. The approval is not to be construed as direction from the Contractor to the Subcontractor to deviate from the requirements of the Contract Documents.

Resubmitted as NotedNot in Compliance with Drawings and Specifications

Submittal Review

By : __________________________________Will Dietz

Reviewed

5736A Banner Health Centers0001-04_00_00 10-23-2012

Masonry - Pre-cast Mix Design

X

Office: 480-968-5400 Mesa Precast & Supply, LLC. Fax: 480-894-0375 Tempe, AZ 85281

C o n c r e t e P r o d u c t M i x I n f o r m a t i o n Architectural Precast Concrete: Mesa Precast thanks you for the opportunity to provide you with superior quality precast material. ASTM section 03450 governs our precast products that we manufacture at our facility in Tempe, AZ. Due to varying industry installation practices and or requirements, our precast concrete material excludes; mechanical attachment devices or installation materials, unless otherwise noted prior to manufacturing. Mix Design: Our Precast is mixed with raw materials primarily from Arizona suppliers. Although aggregate size and material color will fluctuate, care is taken to produce each piece to be as uniform as possible. Generally, our precast concrete mix design is comprised of gray Portland cement, rock and sand aggregate mixed together with micro fiber to provide added strength. This is mixed using industry standard practices to a minimum strength of 3,500 psi at 28 days. In addition to our daily quality control processes we use independent testing laboratories to test our mix weekly for quality assurance. Our proprietary mix design is monitored by professionals with over 30 years of experience at batching architectural precast. Batch sizes will vary, the mix design below is based on a 94 lb sack of cement.

Standard Architectural Concrete Mix Design (Per 94lb of Cement - Mix C-B)

*Special Requirements: Special colors and textures should be agreed upon by using Cohill’s color chart and Mesa Precast texture samples; this is a natural product and slight color variation should be anticipated, due to the natural materials used in producing the precast. Other concrete color systems may be substituted if required. Despite our efforts, color variation, hair line cracks and/or small chips that are inherent in concrete products, may occur. Mesa Precast is an APA Certified Plant. This certification demonstrates our ability to produce Architectural Precast products of exemplary quality. We look forward to working with you on this and future projects. If you have any questions or concerns please call. Sincerely, Mesa Precast and Supply, LLC

94 lb Portland cement Gray based cement (ASTM C 595 type IP or C150 II) Varies Fly Ash (included in

gray based Cement IP) Up to 20% of cementitious material (ASTM C595 Gray cement based mixes only)

220 lb Coarse Aggregate 3/8” Washed rock (ASTM C33) 208 lb Fine Aggregate Concrete sand (ASTM C33) 42 lb Water Pure potable water (.45 w/c ratio) n/a Admixture (as needed) Daracem 19 (ASTM C494, Superplasticizer)

0.123 lb Fiber Euclid Chemical Co.PSI Fiberstrand (ASTM C1116 type III)

n/a *Integral color Concrete Color Oxides, if applicable (ASTM C979)