to: prospective bidders

ADDENDUM of 1

To: Prospective Bidders

From: Wold Architects and Engineers

Date: October 23, 2019

Comm. No: 193033

Subject: Addendum No. 1 for Bidding Documents for the

BIDS DUE OCTOBER 29, 2019 AT 11:30 A.M.

This addendum forms a part of the Contract Documents dated October 4, 2019. Acknowledge

receipt of this Addendum on the space provided on the Bid Form. Failure to do so may result

in disqualification of Bid.

This Addendum consists of two (2) typed sheet and attachments:

Specification Sections: 05 50 00 Metal Fabrications

Drawings Sheets: Sheet A2.01 – Floor Plans, Sheet A5.01 – Demolition Elevations, Sheet

A5.02 – Demolition Elevations, Sheet A5.11 – Exterior Elevations, Sheet

A5.12 – Exterior Elevations, Sheet A5.52 – Details, Sheet A5.53 –

Details

PROJECT MANUAL

1. 05 50 00 – METAL FABRICATIONS

A. Reissued this Addendum to remove stair handrail scope

DRAWINGS

1. SHEET A2.01 – FLOOR PLANS

A. Reissued this Addendum to remove stair handrail scope and show window treatment

notes

2. SHEET A5.01 – DEMOLITION ELEVATIONS


3. SHEET A5.02 – DEMOLITION ELEVATIONS


4. SHEET A5.11 – EXTERIOR ELEVATIONS


5. SHEET A5.12 – EXTERIOR ELEVATIONS


6. SHEET A5.52 – DETAILS

A. Reissued this Addendum to show aluminum trim at window head

ADDENDUM of 2

7. SHEET A5.53 – DETAILS


END OF ADDENDUM #1

No. 193033 05 50 00-1 Metal Fabrications

Addendum #1

SECTION 05 50 00

METAL FABRICATIONS

PART 1: GENERAL

1.01 RELATED DOCUMENTS

A. Drawings, Details of Construction and general provisions of Contract, including General and Supplementary

Conditions and Division-1 Specification Sections, apply to work specified in this section.

1.02 SUMMARY

A. Section includes: All labor, material necessary to complete all items of miscellaneous metal as listed on the

schedule in Part 2 and shown on the Drawings.

1. The design, fabrication, transportation to the project site, and associated operations required to complete

miscellaneous metals, including all the various metal items manufactured to more or less standard details in

sizes conforming to specific requirements of the project.

1.03 REFERENCE STANDARDS

A. The following specifications and standards are incorporated by reference. Materials and operations shall comply

with requirements of the specified issue of published reference. Where provisions of these Project Specifications

are at variance with those reference specifications, the maximum criteria or requirements shall govern.

1. ASTM A36-03a, "Carbon Structural Steel"

2. ASTM A53-02, "Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless"

3. ASTM A123-02, "Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products"

4. ASTM A307-02, "Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength"

5. ASTM A325-02, "Structural Bolts, Steel, Heat Treated, 120/105 KSI Minimum Tensile Strength"

6. ASTM A500-03, "Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes"

7. ASTM A563-00, "Carbon and Alloy Steel Nuts"

8. ASTM A666-00, "Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar"

9. ASTM A992-02, "Steel for Structural Shapes for Use in Building Framing"

10. ASTM F1554-99, "Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength"

11. AWS D1.1-2002, "Structural Steel Welding Code"

1.04 SUBMITTALS

A. Submit in accordance with Section 01 33 00.

1. Shop drawings required for all items. Show all work to be fabricated with all construction details shown in

appropriate scale, methods of attachment to other materials, finished dimensions, shop welds and grinding of

10.23.2019


Addendum #1

welds, field assembly joints, etc. Indicate welded connections, including net weld lengths, using standard

AWS welding symbols.

2. Calculations: Accompany shop drawings with a complete structural design and analysis prepared and certified

by a Professional Engineer (P.E.) licensed in the State in which the project is located. The design and analysis

shall show all design loads, reactions, forces or stresses, and structural characteristics of members and

connections for the items listed in section 2.01.B. Include a certified letter stating that shop drawings as

submitted conform to the requirements on the design calculations.

3. Coordinate work with other suppliers and subcontractors; obtain their approved shop drawing where

necessary, or obtain any necessary additional detail information regarding mounting conditions or other

aspects of related work.

1.05 PRODUCT PROTECTION

A. Package, handle, deliver and store at the job site in a manner that will avoid damage or deformation. Damaged

material will be rejected.

B. Furnish items to be built into concrete, masonry, carpentry, etc. as the work progresses.

1.06 JOB CONDITIONS

A. Verify dimensions in field, as required, for pre-cut or prefabricated items.

B. Examine job conditions and adjoining construction which may affect the acceptability of the work.

PART 2: PRODUCTS

2.01 DESIGN

A. All materials shall be free from defects impairing strength, durability, appearance, and shall be of the best

commercial quality for the purposes indicated. Structural properties shall be such to withstand safely all strains and

stresses to which they will be normally subjected.

B. Items specified in this section shall be designed to resist self-weight and the more stringent of:

1. Superimposed Dead and Live Loads indicated on the Contract Documents, and

2. Loads set forth by the governing Building Code.

C. The maximum Live Load deflection shall be L/360. Deflection determined based on structural section(s) alone.

2.02 MATERIALS

A. Structural Steel: ASTM A36 or A992.

B. Fastenings: Bolts, welds, rivets or other fastenings as required.

C. Anchor Bolts, Nuts: ASTM F1554, Grade 36.

D. Steel Pipe: ASTM A53, Grade B.

E. Steel Tubing: ASTM A500 Grade B.

10.23.2019


Addendum #1

F. Shop Paint Primer: Manufacturer's standard rust inhibiting primer.

G. Galvanizing: ASTM A123.

H. Galvanizing Repair Compound: Galvilite as manufactured by ZRC Worldwide.

I. Expansion and Adhesive Anchors.

1. Wedge Anchors: Hilti "Kwik Bolt II" or Ramset/Redhead "Trubolt" or equal.

2. Heavy Duty Sleeve Anchors: Hilti "HSL" or equal.

3. Adhesive Anchors: Hilti "HVA" or "HIT", Ramset/Redhead "EPCON" or equal.

J. End Caps for Railings: R & B Wagner, Inc. Type "C."

K. Escutcheon for Handrail Supports: R & B Wagner, Inc., plain flange with setscrew #2041, 3-1/4" diameter with ¾"

diameter hole.

L. Plaster Filler for Handrail Bracket: R & B Wagner, Inc., #3530 or #3530B for 1½" OD pipe.

M. Escutcheon for Guardrail: R & B Wagner, Inc., #637-10GA steel.

N. Optional ¾” steel rod for stair rail bracket: Wagner #R170, ¾” dia. bar bend.

2.03 GENERAL REQUIREMENTS FOR FABRICATION

A. Weld permanent connections wherever possible; use continuous welds where exposed and grind smooth, straighten

members after welding.

B. Perform welding in accordance with AWS D1.1.

C. Perform shop cutting, drilling, fitting and assembly wherever possible. Take field measurements before fabrication

when required.

D. Provide all supporting members, fasteners, framing, hangers, bracing, brackets, straps, bolts, angles, etc. required to

set, connect the work rigidly and properly to other construction.

E. Install welded end caps at all handrail terminations.

F. At all areas of exposed steel that is to receive a finish:

1. Piece marks hidden: Fabricate such that piece marks are fully hidden in the final structure or made with such

media to permit full removal after erection.

2. Mill mark removal: Deliver steel with no mill marks (stenciled, stamped, raised, etc) in exposed locations.

Omit mill marks by cutting of mill material to appropriate lengths where possible. Where not possible, fill

and/or grind to a surface finish consistent with the adjacent material.

2.04 SHOP COATS PROTECTIVE TREATMENT

A. Clean free of all mill scale, rust and foreign matter by wire brushing, scraping, sandblasting or flame cleaning.

Remove grease, oil with solvent. Dust, dirt: Remove with air blast or brush.

B. Apply one shop coat of specified primer to all ferrous metal products, except galvanized. Provide primer for field

touch up. Be responsible for quality and adhesion of shop prime finish.

10.23.2019


Addendum #1

C. Hot-dip galvanize all ferrous metal items exposed to weather in the finish work and shop prime with primer

recommended for use on galvanized metal.

2.05 SCHEDULE OF MISCELLANEOUS METAL ITEMS

A. Items listed in this Section are intended only as a guide, but do not relieve responsibility for verifying quantities and

inclusion of all similar items. Thoroughly examine all Drawings for items of miscellaneous metal fabrications.

1. Steel handrails and guardrails – Alternate #1.

2. Overhead door corner guards – Alternate #1.

3. Overhead door frames – Alternate #1.

4. Other miscellaneous metal items shown on Drawings.

PART 3: EXECUTION

3.01 INSTALLATION GENERAL REQUIREMENTS

A. Anchor to concrete and masonry with expansion or adhesive anchors where built-in anchorage is not provided; do

not fasten to wood plugs set in masonry.

B. Vertical members set into concrete or masonry: As shown.

C. Bolts, screws, etc., for field connections: Same material, finish as base material.

3.02 FIELD SPLICES, WELDS

A. Perform field welding in accordance with AWS D1.1.

B. Welders shall be certified by AWS.

C. Continuously weld field splices and grind smooth where exposed to view.

D. Fill exposed splice joints with body filler and sand smooth.

E. Touch-up joints, welds with specified primer.

F. Touch-up damaged hot dipped galvanizing with Galvanizing Repair Compound per manufacturer’s requirements.

3.03 FIELD QUALITY CONTROL

A. Structural Testing and Special Inspection

1. The Owner will employ a Special Inspector for the following:

a. Visual inspect 100% of all fillet welds, for size, length, and quality, per AWS D1.1. Qualifications:

Technical II.

END OF SECTION 05 50 00

10.23.2019

UP

UP UP

UP

UP

UP UP

UP

UP

UP

C1A5.11

C1A5.12

F1

A5.1

1

F1

A5.1

2F

1A

5.0

2

C1A5.02

F1

A5.0

1

C1A5.01

TYP ALL PLANS

TYP ALL PLANS

TY

P A

LL P

LA

NS

TY

P A

LL P

LA

NS

W5

W4

_______B1A5.51

F4A5.21

_______

C7A5.21

_______

F7A5.21

_______

F5A5.21

_______

F2A5.21

_______ 241

B

221A

22

1C

TYP ALL COLUMNS

NOTES: - SECTION CALLOUTS TYP ALL PLANS.- AT DASHED CIRCLES, WHERE EXISTING WALL MEETS WINDOW MULLION, SEE .

F1A5.21

_______

TYP AT ALL WINDOW BAYS UNLESS NOTED OTHERWISE

TYP AT LOUVERS

_______B1A5.51

TYP ALL COLUMNS

W2 W1 W1 W1 W1

W2

W2

W1W1W1W1W1

W2

W2

F7/A2.01

WITHIN EXISTING OPENING V.I.F. TYP.NEW WINDOW TO BE INSTALLED

24

0B

1

W2 W1 W1 W1 W1 W2

W3

W2

W2

W2

W1W1W1W1W1

W2

W2

W2

W2

NOTES: - AT DASHED CIRCLES, WHERE EXISTING WALL MEETS WINDOW MULLION, SEE .F7/A2.01

_______B1A5.51 TYP ALL

COLUMNS

W1W1W2 W1 W1 W2

W3

W2

W2

W2

W1W1W1W1W1

W2

W2

W2

W2

_______B1A5.51

TYP ALL COLUMNS


W1 W1 W1 W1 W1

W2

W2

W2

W3

W2W1W1W1W1W2

W2

W2

W2

W2

_______B1A5.51

TYP ALL COLUMNS


W2 W1 W1 W1 W1 W2

W3

W2

W2

W2

W1W1W1W1W1

W2

W2

W2

W2

_______B1A5.51

TYP ALL COLUMNS


EXISTING WALL TO REMAIN

V.I.F.EXISTING WALL

ALIGN WINDOW MULLIONS TO EXISTING WALL

EXISTING SOLID SURFACE SILL BELOW (AS OCCURS) TO REMAIN

ALUM SUB FRAME BY WINDOW

BACKER ROD AND SEALANT BOTH SIDES

ALUMINUM WINDOW - SEE ELEVATIONS FOR GLAZING OR ALUM INSULATED PANEL LOCATIONS

PLASTIC SHIM AS REQUIRED

V.I

.F.

INSTALL WINDOW INTERIOR EDGE AT SAME LOCATION AS EXISTING UNIT THAT WAS REMOVED

ELEVATIONS5 1/2" - SHOWN AS 5" NOM. ON

STACKED MULLION AT ALL INTERMEDIATE LOCATIONS.

PREFINISHED ALUM TRIM TO RUN HEIGHT OF WINDOW, BOTH SIDES. VERIFY HEIGHT. FINISH TO MATCH WINDOW.

1.

FLOOR PLAN GENERAL NOTES

2.

3.

4.

CONTRACTOR RESPONSIBLE FOR PROTECTING ALL FURNITURE, FIXTURES AND EQUIPMENT AS REQUIRED TO INSTALL NEW CONSTRUCTION.

AT EXTERIOR DOORS/FRAMES THE CONTRACTOR SHALL PROVIDE WEATHER-TIGHT AND SECURE ENCLOSURES AS NECESSARY TO PROTECT AND SECURE THE BUILDING AND ITS CONTENTS. ENCLOSURES SHALL TYPICALLY BE OF WOOD AND 3/4" PLYWOOD SHEETING OR BETTER. ENCLOSURES CONSISTING OF PLASTIC SHEETING OR SIMILAR MATERIALS ARE NOT ACCEPTABLE. SURFACES OR MATERIALS DAMAGED BY INSTALLATION OF ENCLOSURES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.

CONTRACTOR RESPONSIBLE FOR PATCHING, REPAIRING, OR REPLACING ANY AND ALL INTERIOR FINISHES DAMAGED DUE TO CONSTRUCTION ACTIVITIES.

CONTRACTOR TO MOVE FURNITURE AND EQUIPMENT IN LOCATIONS WHERE WINDOWS ARE TO BE INSTALLED AND SEALED. CONTRACTOR RESPONSIBLE FOR SCHEDULING FURNITURE AND EQUIPMENT TO BE MOVED WITH THE OWNER AND IS TO MOVE THE FURNITURE AND EQUIPMENT BACK UPON COMPLETION OF WINDOW INSTALLATION.

5. EXISTING EXPOSED AGGREGATE PANELS TESTED FOR ASBESTOS BY OWNER'S SEPARATE CONTRACTOR. PANELS WERE FOUND TO BE NON-ASBESTOS CONTAINING.

6. REMOVE, STORE AND REINSTALL WINDOW TREATMENTS AS REQUIRED BY NEW WORK.

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

IL

NorthCheck:

Drawn:

Date:

Comm:

License Number:

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed

under the laws of the State of

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AdministrationBuilding ExteriorReclad and WindowReplacement

A2.01

FLOOR PLANS

600 W 4th StreetDavenport, IA 52801


KBE

ACM

10.04.2019

193033

Iowa

10.04.2019Roger Schroepfer

06278

ARCHITECT

01/16" = 1'-0"

FIRST LEVEL FLOOR PLANF1

12' 24'

01/16" = 1'-0"

SECOND LEVEL FLOOR PLAND1

12' 24'

01/16" = 1'-0"

THIRD FLOOR PLANB1

12' 24'

01/16" = 1'-0"

FOURTH LEVEL FLOOR PLANF4

12' 24'

01/16" = 1'-0"

FIFTH LEVEL FLOOR PLAND4

12' 24'

01/16" = 1'-0"

SIXTH LEVEL FLOOR PLANB4

12' 24'

06" = 1'-0"

EXISTING INT WALL @ NEW WINDOWF7

1.5" 3"

Revisions

Description Date Num

Addedendum #1 10.23.2019 1

1

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

2

1

1 1 1 1 1 1 11

7 7

4

8

7

5

5

5

5

5

5

5

5

5

5

5

5

5

5

555

5 5

5 5

5 5 5

5 5 5

5 5

8

1

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

T.O. WALL

170'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

1 1 1 1

1

2

10

77

9 9

8

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

4

8

1

DEMOLITION ELEVATION KEY NOTES:

1 REMOVE EXISTING EXPOSED AGGREGATE PANELINCLUDING ALL ASSOCIATED ANCHORS ANDBLOCKING. EXISTING STEEL FRAMING TO REMAIN.

2 REMOVE EXISTING SHEET METAL COPING FOR NEWWORK.

3 REMOVE AND CAP EXISTING ABANDONED LOUVER.SEE DETAIL .

4 REMOVE EXISTING DOOR AND FRAME INCLUDING ALLANCHORS, BLOCKING, HARDWARE, ETC. AS OCCURS- ALTERNATE #1.

5 REMOVE EXISTING WINDOW SYSTEM INCLUDING ALLASSOCIATED ANCHORS, BLOCKING AND EXISTINGFLASHINGS AND SILL.

7 PROTECT EXISTING MECHANICAL AND ELECTRICALEQUIPMENT. SEE DETAIL AND FORINSTALLATION OF METAL PANEL AROUND WALLPENETRATIONS.

8 REMOVE, SALVAGE AND REINSTALL EXISTINGEXTERIOR LIGHT FIXTURES AND OTHER ELECTRICALCOMPONENTS.

9 REMOVE EXISTING PLYWOOD SHEATHING. EXISTINGFRAMING TO REMAIN. PROTECT EXISITNGSTOREFRONT TO REMAIN.

10 REMOVE EXISTING OVERHEAD DOOR AND FRAME -ALTERNATE #1.

11 REMOVE REMAINING EFIS ON MTL STUD WALL ANDASSOCIATED ANCHORS AND BLOCKING.

E1/A5.51

B5/A5.51 B7/A5.51

DEMOLITION NOTES AND PLANS ARE PROVIDED AS A GUIDE ONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND EXAMINE DRAWINGS AND DETAILS TO DETERMINE EXTENT AND LIMITS OF DEMOLITION REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. COORDINATE ALL DEMOLITION WITH NEW CONSTRUCTION REQUIREMENTS.

1.

DEMOLITION ELEVATION GENERAL NOTES

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL THE ASPECTS OF DEMOLITION. CONTRACTOR TO REVIEW ALL DRAWINGS FOR ADDITIONAL DETAILS AND CONSTRUCTION SEQUENCING NOTES.

2.

PROVIDE AND COORDINATE ALL DEMOLITION AND RECONSTRUCTION WITH PROJECT DIMENSIONS AND INSTALLATION OF NEW MATERIALS AND FINISHES, AS REQUIRED, WHETHER INDICATED ON DRAWINGS OR NOT.

3.

PROVIDE SMOOTH, CLEAN SUBSTRATE TO ALL AREAS RECEIVING NEW FINISHES. COORDINATE WORK WITH PLANS AND THE ROOM FINISH SCHEDULE.

4.

DEMOLITION CONTRACTOR SHALL CAREFULLY REMOVE CONSTRUCTION DESIGNATED FOR REMOVAL TO MINIMIZE EXTENT OF DAMAGES TO ADJACENT SURFACES. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL DAMAGE CREATED DUE TO CONSTRUCTION.

5.

ALL RELATED WOOD BLOCKING, CONNECTION DEVICES AND/OR MASTIC SHALL BE REMOVED FROM SURFACES AT ITEMS NOTED FOR REMOVAL, PROVIDE SURFACES ACCEPTABLE FOR PATCHING.

6.

CONTRACTOR RESPONSIBLE FOR TRANSPORTATION AND DISPOSAL OF ALL DEMOLITION ITEMS UNLESS OTHERWISE NOTED. DISPOSE OF ALL MATERIALS LEGALLY OFF SITE.

7.

NOTES WITHOUT ARROWS INDICATE THAT THE NOTE APPLIES TO THE ENTIRE AREA.

8.

9. REFER TO DETAILS OF CONSTRUCTION FOR ALL AREAS OF WORK. ALL DETAILS SHALL BE REVIEWED FOR SCOPE OF WORK.

10. AT EXTERIOR DOORS/FRAMES THE CONTRACTOR SHALL PROVIDE WEATHER-TIGHT AND SECURE ENCLOSURES AS NECESSARY TOPROTECT AND SECURE THE BUILDING AND ITS CONTENTS. ENCLOSURES SHALL TYPICALLY BE OF WOOD STUDS AND 3/4" PLYWOOD SHEETING OR BETTER. ENCLOSURES CONSISTING OF PLASTIC SHEETING OR SIMILAR MATERIALS ARE NOT ACCEPTABLE. SURFACES OR MATERIALS DAMAGED BY INSTALLATION OF ENCLOSURES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.

11. CONTRACTOR RESPONSIBLE FOR CONTAINMENT AND CLEANING OF CONSTRUCTION DUST AND DEBRIS AFTER ANY DEMOLITION OR INSTALLMENT WORK.

F

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D

C

B

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1 2 3 4 5 6 7 8

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A5.01

DEMOLITIONELEVATIONS



KBE

ACM

10.04.2019

193033

Iowa


06278

ARCHITECT

01/8" = 1'-0"

NORTH DEMOLITION ELEVATIONC1

6' 12'

01/8" = 1'-0"

EAST DEMOLITION ELEVATIONF1

6' 12'

Revisions


Addedendum #1 10.23.2019 1

1

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

T.O. WALL

170'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

1 1 11

2

11

1

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5 5 5

5 5

5 5

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

T.O. WALL

170'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

2

1 1 1 1

3 3

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5 5

8

1

4

DEMOLITION NOTES AND PLANS ARE PROVIDED AS A GUIDE ONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND EXAMINE DRAWINGS AND DETAILS TO DETERMINE EXTENT AND LIMITS OF DEMOLITION REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. COORDINATE ALL DEMOLITION WITH NEW CONSTRUCTION REQUIREMENTS.

1.

DEMOLITION ELEVATION GENERAL NOTES

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL THE ASPECTS OF DEMOLITION. CONTRACTOR TO REVIEW ALL DRAWINGS FOR ADDITIONAL DETAILS AND CONSTRUCTION SEQUENCING NOTES.

2.

PROVIDE AND COORDINATE ALL DEMOLITION AND RECONSTRUCTION WITH PROJECT DIMENSIONS AND INSTALLATION OF NEW MATERIALS AND FINISHES, AS REQUIRED, WHETHER INDICATED ON DRAWINGS OR NOT.

3.

PROVIDE SMOOTH, CLEAN SUBSTRATE TO ALL AREAS RECEIVING NEW FINISHES. COORDINATE WORK WITH PLANS AND THE ROOM FINISH SCHEDULE.

4.

DEMOLITION CONTRACTOR SHALL CAREFULLY REMOVE CONSTRUCTION DESIGNATED FOR REMOVAL TO MINIMIZE EXTENT OF DAMAGES TO ADJACENT SURFACES. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL DAMAGE CREATED DUE TO CONSTRUCTION.

5.

ALL RELATED WOOD BLOCKING, CONNECTION DEVICES AND/OR MASTIC SHALL BE REMOVED FROM SURFACES AT ITEMS NOTED FOR REMOVAL, PROVIDE SURFACES ACCEPTABLE FOR PATCHING.

6.

CONTRACTOR RESPONSIBLE FOR TRANSPORTATION AND DISPOSAL OF ALL DEMOLITION ITEMS UNLESS OTHERWISE NOTED. DISPOSE OF ALL MATERIALS LEGALLY OFF SITE.

7.

NOTES WITHOUT ARROWS INDICATE THAT THE NOTE APPLIES TO THE ENTIRE AREA.

8.

9. REFER TO DETAILS OF CONSTRUCTION FOR ALL AREAS OF WORK. ALL DETAILS SHALL BE REVIEWED FOR SCOPE OF WORK.

10. AT EXTERIOR DOORS/FRAMES THE CONTRACTOR SHALL PROVIDE WEATHER-TIGHT AND SECURE ENCLOSURES AS NECESSARY TOPROTECT AND SECURE THE BUILDING AND ITS CONTENTS. ENCLOSURES SHALL TYPICALLY BE OF WOOD STUDS AND 3/4" PLYWOOD SHEETING OR BETTER. ENCLOSURES CONSISTING OF PLASTIC SHEETING OR SIMILAR MATERIALS ARE NOT ACCEPTABLE. SURFACES OR MATERIALS DAMAGED BY INSTALLATION OF ENCLOSURES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.

11. CONTRACTOR RESPONSIBLE FOR CONTAINMENT AND CLEANING OF CONSTRUCTION DUST AND DEBRIS AFTER ANY DEMOLITION OR INSTALLMENT WORK.

DEMOLITION ELEVATION KEY NOTES:

1 REMOVE EXISTING EXPOSED AGGREGATE PANELINCLUDING ALL ASSOCIATED ANCHORS ANDBLOCKING. EXISTING STEEL FRAMING TO REMAIN.

2 REMOVE EXISTING SHEET METAL COPING FOR NEWWORK.

3 REMOVE AND CAP EXISTING ABANDONED LOUVER.SEE DETAIL .

4 REMOVE EXISTING DOOR AND FRAME INCLUDING ALLANCHORS, BLOCKING, HARDWARE, ETC. AS OCCURS- ALTERNATE #1.

5 REMOVE EXISTING WINDOW SYSTEM INCLUDING ALLASSOCIATED ANCHORS, BLOCKING AND EXISTINGFLASHINGS AND SILL.

7 PROTECT EXISTING MECHANICAL AND ELECTRICALEQUIPMENT. SEE DETAIL AND FORINSTALLATION OF METAL PANEL AROUND WALLPENETRATIONS.

8 REMOVE, SALVAGE AND REINSTALL EXISTINGEXTERIOR LIGHT FIXTURES AND OTHER ELECTRICALCOMPONENTS.

9 REMOVE EXISTING PLYWOOD SHEATHING. EXISTINGFRAMING TO REMAIN. PROTECT EXISITNGSTOREFRONT TO REMAIN.

10 REMOVE EXISTING OVERHEAD DOOR AND FRAME -ALTERNATE #1.

11 REMOVE REMAINING EFIS ON MTL STUD WALL ANDASSOCIATED ANCHORS AND BLOCKING.

E1/A5.51

B5/A5.51 B7/A5.51

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

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Drawn:

Date:

Comm:

License Number:



Scale:

Date

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A5.02

DEMOLITIONELEVATIONS



KBE

ACM

10.04.2019

193033

Iowa


06278

ARCHITECT

01/8" = 1'-0"

SOUTH DEMOLITION ELEVATIONC1

6' 12'

01/8" = 1'-0"

WEST DEMOLITION ELEVATIONF1

6' 12'

Revisions


Addedendum #1 10.23.2019 1

1

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

2

88

11 11 11 11 11 11

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 1 1 1 1

12 12 12

12 12 12

12 12 12

12 12 12

12 12 12

12 12 12

TY

P6

"

13 13 13 13 13

6 6

6 6

6 6

6 6

6 6

8

7

7

6 6

1414141414

15151515151515 15

16

ALL C

OLU

MN

S2

'-0

" T

YP

.16161616161616

14

13

1

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

T.O. WALL

170'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

5

5

5

5

2

7

7

11 11 11 11

12

12

12

12

12

12

12

12

12

12

12

12

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

66

8

6 6

8

MIN

6"

1010

13

14

D3A5.53

_______

B3A5.53

_______TYP14

1616

16

ALL C

OLU

MN

S2

'-0

" T

YP

.

16

15 15 15 15

13

13 13

14

D7A5.51

_______TYP

_______F7A5.11

B6A5.52

_______TYP

1

PROTECT ALL EXISTING EXTERIOR EQUIPMENT AND FINISHES TO REMAIN.

1.

EXTERIOR ELEVATION GENERAL NOTES

EXTERIOR ELEVATION KEY NOTES:

1 INSTALL NEW WINDOW SYSTEM IN EXISTING OPENING.

2 INSTALL PRE-FINISHED METAL COPING TO MATCHEXISTING. SEE DETAIL .

5 INSTALL ALUMINUM INSULATED PANEL IN WINDOWSYSTEM.

6 EXISTING LOUVER TO REMAIN. PAINT TO MATCHADJACENT INSULATED METAL PANEL.

7 LOCATION OF REINSTALLED LIGHT FIXTURES ANDOTHER ELECTRICAL EQUIPMENT.

8 SEE DETAIL FOR CONDITIONS AROUND MECHAND ELEC EQUIPMENT TO REMAIN. SEE DETIALFOR CONDITIONS AROUND WALL PENETRATIONS.PAINT EXPOSED WALL SURFACE TO COORDINATE WITHMETAL PANEL COLOR.

9 REMOVING PORTION OF WOOD FENCING AS REQUIREDFOR METAL PANEL INSTALLATION SALVAGE ANDREINSTALL.

10 AT REMOVED PLYWOOD SHEATHING INSTALLEXTERIOR SHEATHING OVER EXISTING FRAMING. TAPEAT SEAMS AND COVER WITH NEW INSULATED METALPANEL SYSTEM AS SHOWN.

B5/A5.51

C7/A5.53

E1/A2.11

B7/A5.51

F7/A5.53

E7/A5.53

11 NEW 2 1/2" INSULATED METAL PANEL SYSTEMATTACHED TO EXISTING STRUCTURE. SEE DETAILFOR TYPICAL PATTERN.

12 NEW 2 1/2" INSULATED METAL PANEL SYSTEM. SEEDETAIL FOR TYPICAL PATTERN.


14 NEW 2 1/2" INSULATED MTL PANEL SYSTEM. SEEDETAIL FOR TYPICAL PATTERN.

B7/A5.53

15 NEW 2 1/2" INSULATED MTL PANEL SYSTEM. ALIGNPATTERN WITH ADJACENT METAL PANELS. SEEDETAIL FOR ADDITIONAL PATTERN SPACING.

16 PATCH CONCRETE AT ENTIRE BASE OF COLUMN TOHEIGHT SHOWN TO COVER EXPOSED REBAR. USEBASF MASTER EMACO N423RS REPAIR MORTAR OREQUAL.

F5/A5.53

VERIFY IN FIELD8'-8 3/4"

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

TYPICAL ELEVATION FOR ALL AREAS CALLED OUT

SEE ROOF PLAN KEYNOTE #2. TYP. AT STAIR TOWERS

TUCKPOINTING LEGEND

GRIND & TUCKPOINT 100% OF MASONRY JOINTS

TUCKPOINTING NOTES

1. COORDINATE MASONRY WORK WITH SURFACE MOUNTED ITEMS AS REQUIRED. COORDINATE ANY POTENTIAL UTILITY SERVICE INTERRUPTIONS W/ BUILDING STAFF. WORK TO BUILDING STAFF SCHEDULES WHENEVER POSSIBLE.

2. SEAL ALL PIPE, CONDUIT, DUCT AND OTHER MASONRY WALL PENETRATIONS WHERE CURRENT SEAL IS INSUFFICIENT FOR A PROPER WEATHER SEAL.

3. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD.

4. SEE DETAILS FOR LEVEL OF MASONRY REPAIR.

5. TOOTH-IN ALL MASONRY REPAIRS/REBUILDS TO EXISTING MASONRY. MATCH COURSING PATTERNS OF EXISTING MASONRY.

E6/A5.52

6. REMOVE ANY REMAINING EIFS AND ASSOCIATED ADHESIVES, BLOCKING AND ANCHORS AT BRICK STAIRWELLS.

METAL PANEL COLOR LEGEND

METAL PANEL #1

METAL PANEL #2

F

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Scale:

Date

10

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2 P

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A5.11

EXTERIORELEVATIONS



KBE

ACM

10.04.2019

193033

Iowa


06278

ARCHITECT

01/8" = 1'-0"

NORTH ELEVATIONC1

6' 12'

01/8" = 1'-0"

EAST ELEVATIONF1

6' 12'

Revisions


Addedendum #1 10.23.2019 1

01/4" = 1'-0"

TUCKPOINT AT EXISTING WINDOW JAMBSF7

3' 6'

1

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

T.O. WALL

170'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

2

11 11 11 11 11

13 13 13 13 13

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 1 11 1

1

9

D7A5.51

_______

_______F6A5.12

_______F5A5.12

_______F7A5.11

_______F7A5.12

1

12 12

15 15 15 15

TYP

D7A5.51

_______

TYP

_______F7A5.11

B6A5.52

_______TYP

B6A5.52

_______

TYP

FIRST FLOOR

100'-0"

SECOND FLOOR

111'-1 1/2"

THIRD FLOOR

125'-9 1/2"

FOURTH FLOOR

135'-9 1/2"

FIFTH FLOOR

145'-9 1/2"

SIXTH FLOOR

155'-9 1/2"

B.O. DECK

168'-1 1/2"

T.O. WALL

170'-1 1/2"

PENTHOUSE FLOOR

173'-2 1/2"

T.O. PENTHOUSE

183'-2 1/2"

11 11 11 11

2

12

12

12

12

12

12

12

12

12

12

12

12

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 1

MIN6"

13 1313

14

14 7

9

_______F7A5.11

16

ALL C

OLU

MN

S2

'-0

" T

YP

.

1616

16

14

15 15 1515

13

D7A5.51

_______TYP

B6A5.52

_______TYP

PROTECT ALL EXISTING EXTERIOR EQUIPMENT AND FINISHES TO REMAIN.

1.

EXTERIOR ELEVATION GENERAL NOTES

EXTERIOR ELEVATION KEY NOTES:

1 INSTALL NEW WINDOW SYSTEM IN EXISTING OPENING.

2 INSTALL PRE-FINISHED METAL COPING TO MATCHEXISTING. SEE DETAIL .

5 INSTALL ALUMINUM INSULATED PANEL IN WINDOWSYSTEM.

6 EXISTING LOUVER TO REMAIN. PAINT TO MATCHADJACENT INSULATED METAL PANEL.

7 LOCATION OF REINSTALLED LIGHT FIXTURES ANDOTHER ELECTRICAL EQUIPMENT.

8 SEE DETAIL FOR CONDITIONS AROUND MECHAND ELEC EQUIPMENT TO REMAIN. SEE DETIALFOR CONDITIONS AROUND WALL PENETRATIONS.PAINT EXPOSED WALL SURFACE TO COORDINATE WITHMETAL PANEL COLOR.

9 REMOVING PORTION OF WOOD FENCING AS REQUIREDFOR METAL PANEL INSTALLATION SALVAGE ANDREINSTALL.

10 AT REMOVED PLYWOOD SHEATHING INSTALLEXTERIOR SHEATHING OVER EXISTING FRAMING. TAPEAT SEAMS AND COVER WITH NEW INSULATED METALPANEL SYSTEM AS SHOWN.

B5/A5.51

C7/A5.53

E1/A2.11

B7/A5.51

F7/A5.53

E7/A5.53

11 NEW 2 1/2" INSULATED METAL PANEL SYSTEMATTACHED TO EXISTING STRUCTURE. SEE DETAILFOR TYPICAL PATTERN.



14 NEW 2 1/2" INSULATED MTL PANEL SYSTEM. SEEDETAIL FOR TYPICAL PATTERN.

B7/A5.53

15 NEW 2 1/2" INSULATED MTL PANEL SYSTEM. ALIGNPATTERN WITH ADJACENT METAL PANELS. SEEDETAIL FOR ADDITIONAL PATTERN SPACING.

16 PATCH CONCRETE AT ENTIRE BASE OF COLUMN TOHEIGHT SHOWN TO COVER EXPOSED REBAR. USEBASF MASTER EMACO N423RS REPAIR MORTAR OREQUAL.

F5/A5.53

V.I

.F.

27

'-0

"

V.I.F.2'-1"

V.I

.F.

27

'-0

"

V.I.F.2'-2 1/8"

V.I

.F.

27

'-0

"

V.I.F.2'-1"

TUCKPOINTING LEGEND

GRIND & TUCKPOINT 100% OF MASONRY JOINTS

TUCKPOINTING NOTES

1. COORDINATE MASONRY WORK WITH SURFACE MOUNTED ITEMS AS REQUIRED. COORDINATE ANY POTENTIAL UTILITY SERVICE INTERRUPTIONS W/ BUILDING STAFF. WORK TO BUILDING STAFF SCHEDULES WHENEVER POSSIBLE.

2. SEAL ALL PIPE, CONDUIT, DUCT AND OTHER MASONRY WALL PENETRATIONS WHERE CURRENT SEAL IS INSUFFICIENT FOR A PROPER WEATHER SEAL.

3. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD.

4. SEE DETAILS FOR LEVEL OF MASONRY REPAIR.

5. TOOTH-IN ALL MASONRY REPAIRS/REBUILDS TO EXISTING MASONRY. MATCH COURSING PATTERNS OF EXISTING MASONRY.

E6/A5.52

6. REMOVE ANY REMAINING EIFS AND ASSOCIATED ADHESIVES, BLOCKING AND ANCHORS AT BRICK STAIRWELLS.

METAL PANEL COLOR LEGEND

METAL PANEL #1

METAL PANEL #2

F

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B

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Drawn:

Date:

Comm:

License Number:



Scale:

Date

10

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Scott County


A5.12

EXTERIORELEVATIONS



KBE

ACM

10.04.2019

193033

Iowa


06278

ARCHITECT

01/8" = 1'-0"

SOUTH ELEVATIONC1

6' 12'

01/8" = 1'-0"

WEST ELEVATIONF1

6' 12'0

1/4" = 1'-0"

WING WALL ELEVATION WESTF5

3' 6' 01/4" = 1'-0"

WING WALL ELEVATION SOUTHF6

3' 6' 01/4" = 1'-0"

WING WALL ELEVATION EASTF7

3' 6'

Revisions


Addedendum #1 10.23.2019 1

1

LINE OF FRAME BEYOND

KICK PLATE - SEE HARDWARE GROUP

DOOR AS SCHEDULED

METAL THRESHOLD - SET IN SEALANT

EXISTING FLOOR

EXISTING EXTERIOR CONCRETE

NEW OVERHEAD DOOR- AS SCHEDULED. TRACK AND ANCHORS PER MFR - SET TRACK TO LIFT DOOR AS HIGH AS POSSIBLE

EXISTING WALL

INSULATED METAL PANEL SYSTEM

WEATHERSTRIP BY DOOR CONTRACTOR

PAINT EXPOSED METAL OPENING TO MATCH EXISTING

NOTES APPLY

A5.51

F7

EXISTING CONC STOOP

EXISTING WALL BEYOND

OH DOOR WITH BOTTOM GASKET

JOINT GASKET

3/4" X 16 GA. STEEL FURRING

PANEL CLIP AND FASTENER

SHIM SPACE REQUIRED TO PLUMB AND LEVEL SUBGIRT FROM EXISTING WALL

EXISTING WALL

SEALANT AND BACKER ROD, BOTH SIDES

CLOSURE TRIM BY METAL PANEL

SEALANT

NEW HM DOOR AND FRAME -INSTALL IN SAME LOCATION AS REMOVED.

GROUT SOLID

TO

MA

TC

H E

XIS

TIN

G

2 1/2" INSULATED METAL PANELW/ TRIMLESS ENDS

EXPANDABLE FOAM INSULATION

CONTINUOUS EXPANDABLE FOAM INSULATION ENTIRE LENGTH OF FRAMING VOID TO MIN. 1" DEPTH

SUPPORT BY METAL PANEL

CONTINUOUS SEALANT


CLOSURE TRIM BY METAL PANEL -INSTALL BEHIND WINDOW FRAMING

V.I.F.

WALL CONSTRUCTION:- EXISTING INTERIOR GYP BD SOFFIT/ WALL AS OCCURS- EXISTING EXTERIOR MASS WALL- SHIM AS REQUIRED- 3/4" x 16 GA. STEEL FURRING- 2 1/2" INSULATED METAL PANELW/ TRIMLESS ENDS

ALUMINUM SUB FRAME BY WINDOW


CONTINUOUS SEALANT JOINT, BOTH SIDES

PLASTIC SHIMS AS REQUIRED

EXISTING BLOCKING/ LINTEL AS OCCURS

NOTES APPLY

A5.52

F4


PREFINISHED ALUM TRIM TO RUN HEIGHT OF WINDOW. VERIFY HEIGHT IN FIELD. FINISH TO MATCH WINDOW

1

PANEL THRU FASTENER

SEALANT

0.090" ALUM SILL TO MATCH WINDOW SET IN SEALER


LINER FLASH AND SEALANT

EXISTING SOLID SURFACE SILL TO REMAIN

WALL CONSTRUCTION:- EXISTING INTERIOR GYP BD WALL AS OCCURS- EXISTING EXTERIOR MASS WALL- SHIM AS REQUIRED- 3/4" x 16 GA. STEEL FURRING- 2 1/2" INSULATED METAL PANEL

V.I.F.


FLEXIBLE FLASHING UNDER SILL TO FACE OF METAL PANEL


PLASTIC SHIMS AS REQUIRED

FIELD CUT METAL PANEL AS REQUIRED


SEALANT

SILL FLASHING SET IN SEALER

EXISTING WALL

EXISTING WINDOW SILL TO REMAIN

NEW ALUMINUM WINDOW

V.I.F.


NOTES APPLY

A5.52

F1

FLEXIBLE FLASHING

EXISTING WALL SYSTEM

NEW OVERHEAD DOOR- AS SCHEDULED. TRACK AND ANCHORS PER MFR.

INSULATED METAL PANEL SYSTEM

WEATHERSTRIP BY DOOR CONTRACTOR

PAINT EXPOSED METAL OPENING TO MATCH EXISTING

NOTES APPLY

A5.51

B5


BACKER ROD AND SEALANT BOTH SIDES

CONTINUOUS SEALANT

NEW HM DOOR AND FRAME -INSTALL IN SAME LOCATION AS REMOVED


GROUT SOLID

WALL CONSTRUCTION:- EXISTING WALL- SHIM SPACE AS REQUIRED- 3/4" x 16 GA. STEEL FURRING- 2 1/2" INSULATED METAL PANELW/ TRIMLESS ENDS

TO MATCH EXISTING


PROVIDE SQUARE BACK EDGE TO ALL ROUTED JOINTS

CUT BACK DETERIORATED MORTAR JOINTS A MINIMUM OF 3/4" BEYOND FACE OF BRICK. EXTEND DEPTH TO REMOVE ANY LOOSE MORTAR. BRUSH CLEAN & RINSE WITH POTABLE WATER.

EXISTING MASONRY WALL

TIGHTLY PACK NEW MORTAR IN THIN LAYERS TO FILL JOINT. PROVIDE CONCAVE TOOLED JOINT FACE.

VERIFY EXISTING IN FIELD

GROUT FRAME SOLID

SEALANT AND BACKER ROD, BOTH SIDES

EXISTING STEEL LINTEL OR CONCRETE BLOCK LINTEL TO REMAIN

EXISTING MASS WALL

TO MATCH EXISTING

NEW HM DOOR AND FRAME -INSTALL IN SAME LOCATION AS REMOVED

EXISTING VINYL WALL COVERING ON GYP BD FURRING WALL

PREFINISHED ALUM TRIM TO RUN HEIGHT OF WINDOW. VERIFY HEIGHT. FINISH TO MATCH WINDOW.

NEW ALUMINUM WINDOW

BLOCKING AS REQUIRED, VERIFY IN FIELD

EXISTING MASONRY WALL

SEALANT AND BACKER ROD BOTH SIDES

SEALANT BY WINDOW INSTALLER

INSTALL WINDOW INTERIOR EDGE AT SAME LOCATION AS EXISTING UNIT THAT WAS REMOVED.

EXTERIOR

INTERIOR

3/4" x 16 GA. STEEL FURRING



SEALANT AND BACKER ROD BOTH SIDES

CLOSURE TRIM BY METAL PANEL -INSTALL BEHIND WINDOW FRAMING

SEALANT AND BACKER ROD


2 1/2" INSULATED METAL PANEL



PLASTIC SHIM AS REQUIRED

JOINT GASKET

EXISTING VINYL WALL COVERING ON GYP BD FURRING WALL

PREFINISHED ALUM TRIM TO RUN HEIGHT OF WINDOW. VERIFY HEIGHT IN FIELD. FINISH TO MATCH WINDOW

BLOCKING AS REQUIRED, VERIFY IN FIELD

SEALANT BY WINDOW INSTALLER

NOTES APPLY

A5.51

B1NOTES APPLY

A5.51

F3

FLEXIBLE FLASHING EXTEND FROM FACE OF WALL OVER BLOCKING AND BEHIND WINDOW JAMB



F

E

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Drawn:

Date:

Comm:

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Scale:

Date

10

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6 P

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C:\

Use

rs\a

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Scott County


A5.52

DETAILS



KBE

ACM

10.04.2019

193033

Iowa


06278

ARCHITECT06" = 1'-0"

NEW DOOR THRESHOLD - ALTERNATE #1E4

1.5" 3"

01 1/2" = 1'-0"

EXT OH DOOR HEAD - ALTERNATE #1A4

1/2' 1'

01 1/2" = 1'-0"

EXT OH DOOR SILL - ALTERNATE #1D4

1/2' 1'06" = 1'-0"

METAL PANEL JAMB AT NEW HM DOOR - ALTERNATE #1D1

1.5" 3"

06" = 1'-0"

NEW WINDOW HEADF6

1.5" 3"06" = 1'-0"

NEW WINDOW SILLF1

1.5" 3"

03" = 1'-0"

NEW WINDOW SILL AT EXISTING MASONRY WALLD6

3" 6"

01 1/2" = 1'-0"

EXT OH DOOR JAMB - ALTERNATE #1B4

1/2' 1'

Revisions


Addedendum #1 10.23.2019 1

06" = 1'-0"

METAL PANEL HEAD AT NEW HM DOOR - ALTERNATE #1B1

1.5" 3"

03" = 1'-0"

MASONRY TUCKPOINTING SECTIONE6

3" 6"03" = 1'-0"

EXT HM HEAD AND JAMB AT EXISTING MASONRY - ALTERNATE #1E1

3" 6"

06" = 1'-0"

WINDOW JAMB AT EXISTING MASONRYB6

1.5" 3"

06" = 1'-0"

NEW WINDOW JAMBF4

1.5" 3"

JOINT GASKET




EXISTING WALL


SEALANT

EXISTING DOOR FRAME OR STOREFRONT FRAME

SEALANT AROUND ENTIRE PERIMETER

NEW SHEATHING ONLY AT LOCATIONS INDICATED BY KEYNOTE #10 ON THE ELEVATIONS

2 1/2" INSULATED METAL PANEL W/ TRIMLESS ENDS




CONTINUOUS SEALANT

EXISTING DOOR FRAME OR STOREFRONT FRAME


WALL CONSTRUCTION:- EXISTING WALL- SHIM AS REQUIRED- 3/4" x 16 GA. STEEL FURRING- 2 1/2" INSULATED METAL PANEL W/ TRIMLESS ENDS



V.I.F.LENGTH VARIES

2'-0

"

1/2

"A

S R

EQ

'D2

'-0"

FIE

LD

CU

T LINE OF SHEET METAL COPING

E7A5.51

_______TYP

MP-2 MP-2

MP-2 MP-2BUILDING SOFFIT EDGE

AS

RE

Q'D

2'-0"

FIE

LD

CU

T1

/2"

EQ 1/2" EQ

F1A5.51

_______TYP

MP-1 MP-1

2'-0

"

1/2

"

2'-0

"1/2

"A

S R

EQ

'D2

'-0"

FIE

LD

CU

T

E7A5.51

_______TYP

EQ1/2"

EQ

V.I.F.LENGTH VARIES

F1A5.51

_______

TYP

MP-2 MP-2

MP-1 MP-1

MP-1 MP-1

AS

RE

Q'D

2'-0"

FIE

LD

CU

T1

/2"

2'-6

"1

/2"

3'-0

"

1/2

"

3'-0

"

E7A5.51

_______TYP

MP-1 MP-1

MP-1 MP-1

V.I.F.LENGTH VARIES

EQ1/2"

EQ

F1A5.51

_______

TYP

MP-2 MP-2

MP-2 MP-2

E7A5.51

_______TYP

ELE

VA

TIO

N

VA

RIE

S S

EE

GRADE

MP-1 MP-1

MP-1 MP-1

MP-1 MP-1

EQ1/2"

EQ

MP-1MP-1

AS

RE

Q'D

2'-0"

FIE

LD

CU

T1

/2"

2'-0

"

1/2

"

2'-0

"

1/2

"

V.I.F.LENGTH VARIES

2'-0" PANELS BELOW SECOND LEVEL WINDOWS UNTIL THE FINAL PANEL ABOVE GRADE. FINAL PANEL ABOVE GRADE VARIES. ALIGN WITH PATTERN ON COLUMNS.

MIN6"

F1A5.51

_______

TYP

F7A5.51

_______TYP

EXISTING LOUVER

EXISTING WALL


JOINT GASKET





SEALANT

2 1/2" INSULATED METAL PANEL W/ TRIMLESS ENDS



PANEL THRU FASTENER

SEALANT

SILL FLASHING AND CLEAT

EXISTING LOUVER

LINER FLASH AND SEALANT

WALL CONSTRUCTION:- EXISTING WALL- SHIM AS REQUIRED- 3/4" x 16 GA. STEEL FURRING- 2 1/2" INSULATED METAL PANEL

V.I.FSEALANT AROUND ENTIRE PERIMETER

CUT TOP OF METAL PANEL TO FIT IN FIELD



CONTINUOUS SEALANT

EXISTING LOUVER


WALL CONSTRUCTION:- EXISTING INTERIOR GYP BD SOFFIT AS OCCURS- EXISTING WALL- SHIM SPACE AS REQUIRED- 3/4" x 16 GA. STEEL FURRING- 2 1/2" INSULATED METAL PANELW/ TRIMLESS ENDS



VARIES2'-2"

ALIG

N W

ITH

C7/A

5.5

3. T

YP

ICA

L P

AT

TE

RN

BE

TW

EE

N L

EV

ELS

THIRD LEVEL

WINDOW SILL

SECOND LEVEL

WINDOW HEAD

ALIG

N W

ITH

A5.5

3 F

RO

M

SE

CO

ND

LE

VE

L W

IND

OW

H

EA

D T

O G

RA

DE

ALIG

N W

ITH

E7/A

5.5

3 B

ET

WE

EN

SE

CO

ND

AN

D

TH

IRD

LE

VE

LS

1/2

" 2'-0

"1

/2"

3'-0

"1

/2"

3'-0

"1

/2"

2'-6

"

1/2

"

2'-2

"

1/2

"

E7A5.51

_______TYP

F3A5.51

_______TYP

MP-2

MP-2

MP-2

LINE OF SHEET METAL COPING

BUILDING SOFFIT EDGE

FIFTH LEVEL

WINDOW HEAD

2'-0

"

1/2

" 2'-0

"1/2

"

2'-0

"

1/2

" 2'-0

"1/2

"

2'-0

"

1/2

" 2'-0

"1/2

"A

S R

EQ

'D

2'-0"

FIE

LD

CU

T1

/2" 2'-0

"1/2

"

AS

RE

Q'D

2'-0"

FIE

LD

CU

T

FIFTH LEVEL

WINDOW SILL TYP.

MP-2

MP-2

MP-2

MP-2

MP-2

MP-2

MP-2

MP-2

MP-2

MP-2

MP-2

FOURTH LEVEL

WINDOW HEAD

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

IL

NorthCheck:

Drawn:

Date:

Comm:

License Number:



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A5.53

DETAILS



KBE

ACM

10.04.2019

193033

Iowa


06278

ARCHITECT

06" = 1'-0"

METAL PANEL JAMB AT EXISTING DOOR - BASE BIDB3

1.5" 3"

06" = 1'-0"

METAL PANEL HEAD AT EXISTING DOOR - BASE BIDD3

1.5" 3"

Revisions


Addedendum #1 10.23.2019 1

01/2" = 1'-0"

METAL PANEL PATTERN AT BUILDING SOFFITB7

1'-6" 3'

01/2" = 1'-0"

TYPICAL METAL PANEL PATTERNC7

1'-6" 3'

01/2" = 1'-0"

METAL PANEL PATTERN BETWEEN 2ND AND 3RD FLOORE7

1'-6" 3'

01/2" = 1'-0"

METAL PANEL PATTERN BELOW 2ND FLOOR WINDOWSF7

1'-6" 3'

03" = 1'-0"

METAL PANEL JAMB AT EXISTING LOUVERC1

3" 6"

03" = 1'-0"

METAL PANEL SILL AT EXISTING LOUVERD1

3" 6"

03" = 1'-0"

METAL PANEL HEAD AT EXISTING LOUVERB1

3" 6"

01/2" = 1'-0"

METAL PANEL PATTERN AT COLUMNSF5

1'-6" 3'

1