CITY of SAINT PAUL 25 West Fourth Street, Ste

DEPARTMENT OF PLANNING & ECONOMIC DEVELOPMENT

Dr. Bruce Corrie, Director

CITY OF SAINT PAUL 25 West Fourth Street, Ste. 1400 Telephone: 651-266-6700 Melvin Carter, Mayor Saint Paul, MN 55102 Facsimile: 651-266-6549

MEMORANDUM

TO: Heritage Preservation Commissioners FROM: George Gause, Heritage Preservation Supervisor RE: October 19, 2020 HPC meeting – City of Saint Paul Repair Work to Central Library

SITE DESCRIPTION: The Library was completed in 1917. It was designed by Electus D. Litchfield of New York City, with the guidance of national library expert Charles C. Soule. The building is an example of North Italian Renaissance architecture; it is of a symmetrical design with seven bays and two pavilions. Exterior walls of Tennessee marble serve as a neutral background for the Palladian entries, arched windows, dentiled band courses, garland and swag frieze, and the heavy dentiled cornice, which creates the Renaissance form of the building. The building is surrounded and framed by a matching Tennessee marble railing. The building fills an entire city block, with the primary facade facing onto Rice Park. PROPOSED CHANGES: Structural concerns and various deterioration require restoration work be performed. Work includes: • Epoxy and pin cracked modillions, Replace missing and broken modillions • Patch eroded, chipped or cracked stone, Replace stone fasteners • Tuckpointing of various areas

LEGISLATIVE CODE CHAPTER 73 73.06(b) City Activity. The heritage preservation commission shall review and make recommendations concerning all other city activity to change the nature or appearance of a heritage preservation site, and no permit shall issue or work commence until the heritage preservation commission renders its recommendation thereon subject to the limitation specified in paragraph (f) of this section.

The Secretary of the Interior’s Standards for Rehabilitation: 6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. Work will repair deterioration issues. There will be no change to the look or materials of the structure.

The St. Paul Public Library/James J. Hill Reference Library Preservation Program: Exterior should be preserved in a manner consistent with its original design intent. Work will repair deterioration issues. There will be no change to the look or materials of the structure.

STAFF COMMENTS The work will restore and maintain the historic structure. No visible change will be noticeable after repair work is complete.

SUGGESTED MOTION I move that the HPC recommends that the City of Saint Paul Central Library work at 90 4th Street West move forward as per presented testimony, submitted documentation and information provided in the staff report.

GEORGE LATIMER CENTRAL LIBRARY EXTERIOR WALL REPAIRS 11001 Hampshire Avenue S Minneapolis, MN 55438 952.995.2000 braunintertec.com

Base Drawing Provided By

SHERBURNE COUNTY 90 WEST 4TH STREET Signature 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 Professional Architect under SAINT PAUL, MN 55102 the laws of the state of Minnesota.

Jack R. Rasmussen

License No. 53401 Date . Revisions OCTOBER X, 2020 Revision No. Date ISSUED FOR BID 10-09-2020

APPLICABLE GOVERNING CODES PROJECT DIRECTORY SHEET INDEX

OWNER: 1. 2020 MINNESOTA BUILDING CODE ADMINISTRATION A0.0 - TITLE SHEET AND KEY PLAN CITY OF SAINT PAUL A1.0 - ROOF PLAN 2. 2020 MINNESOTA PROVISIONS TO THE STATE BUILDING CODE 25 WEST 4TH STREET, SUITE 400 A2.0 - EXTERIOR ELEVATIONS SAINT PAUL, MN 55102 A3.0 - SECTIONS AND DETAILS SITE CONTACT: BARB MORIN A3.1 - PHOTO DETAILS 3. 2020 MINNESOTA BUILDING CODE PHONE CONTACT: 651.266.6679 4. 2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS EXTERIOR WALL CONSULTANT: 5. 2020 MINNESOTA ENERGY CODE BRAUN INTERTEC CORPORATE 11001 HAMPSHIRE AVENUE SOUTH 6. 2020 MINNESOTA ACCESSIBILITY CODE BLOOMINGTON, MN 55438 PROJECT MANAGER: PAMELA JERGENS0N 7. 2020 MINNESOTA MECHANICAL AND FUEL GAS CODES PHONE CONTACT: 612.968.1614 STAGING 1 AREA A1.0 ABBREVIATIONS MATERIALS GENERAL NOTES

EXTENT OF EXTERIOR 1. CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS, PLAN AB AIR BARRIER OFD OVERFLOW DRAIN REVIEWS AND APPROVALS THAT AREA REQUIRED FOR THE BLKG BLOCKING OFS OVERFLOW SCUPPER WALL REPAIRS EXISTING PROJECT. BP BID PACKAGE PERIM PERIMETER CONSTRUCTION CJ CONTROL JOINT PLYWD PLYWOOD 2. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE CMU CONCRETE MASONRY UNIT PREFIN PREFINISHED AND FEDERAL CODES, REGULATIONS, AND COUNTY CONC CONCRETE PSF POUNDS PER SQUARE STANDARDS. EARTH W. 4TH ST. CONT CONTINUOUS FOOT 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING DIA DIAMETER R RISER CONDITIONS, AND ALIGNMENTS WITH EXISTING DN DOWN RAD RADIUS CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES TO DSP DOWN SPOUT RD ROOF DRAIN CONCRETE THE ARCHITECT BEFORE PROCEEDING. EA EACH RDL ROOF DRAIN LEADER EJ EXPANSION JOINT REINF REINFORCED/REINFORCING 4. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS MARKET ST. EL ELEVATION REQD REQUIRED WHICH ARE NECESSARY TO INSURE A GOOD WORKMANSHIP MASONRY INSTALLATION EVEN THOUGH SUCH ITEMS ARE NOT ELEC ELECTRICAL REV REVERSE Drawing Information SPECIFICALLY SHOWN ON THE DRAWINGS. EQ EQUAL RO ROUGH OPENING Project No: EQPT EQUIPMENT SHT SHEET 5. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES B2002322 EXIST EXISTING SIM SIMILAR GRAVEL FREE FROM WASTE MATERIAL OR RUBBISH CAUSED BY THE Drawing No: EXP EXPOSED SST STAINLESS STEEL T1.0 WORK. Drawn By: JAJ FGLASS FIBERGLASS STL STEEL Date Drawn: 09.02.2020 FV FIELD VERIFY STRUCT STRUCTURE 6. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR Checked By: JRR Last Modified: 9/14/20 GALV GALVANIZED TEMP TEMPORARY WOOD BLOCKING SHALL CLEAN ALL SURFACES AND LEAVE THE WORK IN CLEAN WASHINGTON ST. Project Information GC GENERAL CONTRACTOR TO TOP OF CONDITION. GYP BD GYPSUM BOARD TPO THERMOPLASTIC 7. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE HT HEIGHT POLYOLEFIN CAUSED TO THE EXISTING BUILDING, LANDSCAPING AND GEORGE LATIMER PLYWOOD CENTRAL LIBRARY INSUL INSULATION TWF THRU WALL FLASHING PROPERTY DURING CONSTRUCTION OUTSIDE OF JT JOINT TYP TYPICAL CONSTRUCTION LIMITS. LOC LOCATION UNO UNLESS NOTED 8. WORK DONE OUTSIDE OF NORMAL WORKING HOURS, 7:00 AM W. KELLOGG BLVD. MAX MAXIMUM OTHERWISE RIGID INSULATION 90 W. 4TH STREET MECH MECHANICAL VB VAPOR BARRIER TO 4:00 PM, SHALL BE AUTHORIZED BY OWNER. SAINT PAUL, MN MFR MANUFACTURER VERT VERTICAL 9. SITE STORAGE - COOPERATE AND COORDINATE USE OF 55102 MIN MINIMUM VFY VERIFY ISO INSULATION AVAILABLE AREAS EFFECTIVELY AND WITHIN THE SEQUENCE MNTD MOUNTED VR VAPOR RETARDER OF WORK. OWNER SHALL ESTABLISH AND GOVERN USE OF MO MASONRY OPENING WD WOOD AVAILABLE SPACE. EXTERIOR WALL AERIAL PHOTOGRAPH COURTESY OF MAPS.GOOGLE.COM MP METAL PANEL REPAIRS N MTL METAL 10. PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO NIC NOT IN CONTRACT CONSTRUCTION WORK AREAS AND PROTECT EXISTING NOM NOMINAL FACILITIES AND PROPERTIES. NTS NOT TO SCALE 11. SITE STAGING AREA AND RESTORATION MUST BE OC ON CENTER COORDINATED WITH THE OWNER. STAGING AREA AND OD OUTSIDE DIAMETER RESTORATION MUST MEET LANDCARE STANDARDS TITLE SHEET AND AREA PLAN

1 AREA AND STAGING PLAN T1.0 SCALE: NTS T1.0 W:\DRAFTS\B\2020\07116\05-CAD\T1.0.dwg,T1.0,9/16/2020 8:40:29 AM W:\DRAFTS\B\2020\07116\05-CAD\T1.0.dwg,T1.0,9/16/2020 11001 Hampshire Avenue S Minneapolis, MN 55438 952.995.2000 braunintertec.com

Base Drawing Provided By

SHERBURNE COUNTY

Signature

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 Professional Architect under the laws of the state of Minnesota.

Jack R. Rasmussen

License No. 53401 Date . Revisions

Revision No. Date ISSUED FOR BID 05-30-202

BASE BID ADD ALTERNATE #1 ADD ALTERNATE #2

KEYED NOTES

A CONDUCT A 24-HOUR COPPER GUTTER FLOOD TEST AT THE INDICATED J SOLID TUCKPOINT ALL MORTAR JOINTS IN THE UPPER STONE CORNICE AREA PRIOR TO STARTING AND AFTER COMPLETING THE UPPER AREA INDICATED IN PHOTOS 2, 3 AND 4/A3.1. SEE DETAIL X/A3.0 STONE CORNICE WORK. IMMEDIATELY AFTER THE 24-HOUR FLOOD TEST IS DONE, ALLOW CLOSE OBSERVATION OF THE UPPER STONE K REMOVE EXISTING AND INSTALL NEW SEALANT AND LEAD "T's" AT ADD ALTERNATE #2 - SEE CORNICE BY THE ARCHITECT. COSTS FOR REPEAT TESTS AND INDICATED JOINTS ON THE HORIZONTAL SURFACE OF THE STONE ELEVATIONS AND PHOTOS OBSERVATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. CORNICE. SEE PHOTO X/A3.2 AND DETAIL X/3.0 FOR MORE DETAIL AND WORK EXTENTS B REMOVE AND SALVAGE FOR REINSTALLATION THE COPPER GUTTER, L REMOVE ABANDONED FASTENERS IN THE STONE GUTTER FACE. STONE GUTTER FACE, AND STONE CORNICE ABOVE THE MODILLION INSTALL PATCH REPAIR TO MATCH, MINIMUM 3/4" DEPTH. DO NOT L1 BAND. ALLOW OBSERVATION OF THE REMOVED MATERIALS AND REMOVE ABANDONED FASTENERS ON THE HORIZONTAL SURFACE OF CORNICE AREA BY THE ARCHITECT. REPLACE THE DOUBLE CORNER L2 THE STONE CORNICE. MODILLION AND TWO ADJACENT FLAT MODILLION BAND PANELS. PIN x BASE BID QUANTITY: SIX (6) FASTENERS TOTAL ON THE SOUTH ND AND SET REPLACEMENT STONE. REINSTALL STONE GUTTER FACE AND EAST ELEVATIONS COPPER GUTTER. x ADD ALT #1 QUANTITY: XX (XX) FASTENERS TOTAL ON THE WEST AND PARTIAL SOUTH ELEVATIONS. C REMOVE AND SALVAGE FOR REINSTALLATION THE COPPER GUTTER x ADD ALT #2 QUANTITY: XX (XX) FASTENERS TOTAL ON THE EAST AND STONE GUTTER FACE. REPLACE THE INDICATED STONE CORNICE AND PARITIAL SOUTH ELEVATIONS. C1 ABOVE THE MODILLION BAND. PIN AND SET THE REPLACEMENT STONE C2 CORNICE. REINSTALL THE STONE GUTTER FACE AND COPPER GUTTER. M SOLID TUCKPOINT ALL STONE END JOINTS AT THE 4TH FLOOR STONE x BASE BID QUANTITY: ONE (1) STONE CORNICE WEST OF THE WATERTABLE. SEE PHOTO X/A3.2 AND DETAIL X/A3.0 Drawing Information SOUTHEAST CORNER. Project No: x ADD ALT #1 QUANTITY: XXX STONE CORNICE N SOLID TUCKPOINT ALL STONE END JOINTS AT THE 4TH FLOOR STONE B2007116 x ADD ALT #2 QUANTITY: XXX STONE CORNICE WATERTABLE. SEE PHOTO X/A3.2 AND DETAIL X/A3.0 . Drawing No: A1.0 D REPLACE INDICATED BROKEN OR MISSING MODILLIONS. PIN AND SET P1 SPOT TUCKPOINT INDICATED MORTAR JOINTS. THE REPLACEMENT MODILLIONS. x BASE BID QUANTITY: NONE Drawn By: JAJ D1 P2 Date Drawn: 09.02.20 x BASE BID QUANTITY: TWO (2) MODILLIONS x ADD ALT #1 QUANTITY: XX LINEAL FEET. SEE DETAIL X/A3.0 D2 Checked By: JRR x ADD ALT #1 QUANTITY: XXX MODILLIONS x ADD ALT #2 QUANTITY: XX LINEAL FEET. SEE DETAIL X/A3.0 Last Modified: 9/16/20 x ADD ALT #2 QUANTITY: XXX MODILLIONS Project Information Q REPLACE JOINT SEALANT AT ALL 4TH AND 3RD FLOOR WINDOW E1 PIN IN EPOXY THE INDICATED CRACKED MODILLIONS AS SHOWN IN PERIMETERS. SEE DETAIL X/A3.0 PHOTO X/A3.1. E2 x BASE BID QUANTITY: NONE R TOUCH-UP ANODIZED WINDOW FRAME PERIMETER TO MATCH GEORGE LATIMER x ADD ALT #1 QUANTITY: SURROUNDING AREA WHERE PREVIOUSLY NICKED. CENTRAL LIBRARY x ADD ALT #2 QUANTITY: S3 ADD ALT #3 - REPLACE JOINT SEALANT AT ALL REMAINING WINDOW F INSTALL DUTCHMEN REPAIR AT INDICATED LOCATIONS TO MATCH AND DOOR PERIMETERS ON THE REMAINDER OF THE ELEVATIONS IN SURROUNDING STONE. THE SCOPE OF WORK. F1 x BASE BID QUANTITY: TWO MODILLIONS 80 S. 4TH STREET F2 x ADD ALT #1 QUANTITY: FIFTY (50) DENTIL CORNERSAT THE UPPER SAINT PAUL, MN STONE CORNICE AND XX DENTILS AT THE 3RD FLOOR 55102 WATERTABLE. x ADD ALT #2 QUANTITY: XX (XX) DENTILS AT THE UPPER CORNICE AND XX DENTILS AT THE 3RD FLOOR WATERTABLE. EXTERIOR WALL BASE BID - SEE INSTALL STONE PATCH REPAIR TO MATCH SURROUNDING STONE. G1 REPAIRS ELEVATIONS AND PHOTOS x BASE BID QUANTITY: NONE FOR MORE DETAIL AND G2 x ADD ALT #1: ONE (1) CORNER ON THE COLUMN CAPITAL BELOW WORK EXTENTS THE UPPER STONE CORNICE. x ADD ALT #2: XX (XX)

H1 INSTALL EPOXY INJECTIONAT INDICATED CRACK LOCATIONS. x BASE BID QUANTITY: NONE H2 x ADD ALT #1: TWO (2) FEET BELOW DENTIL, ONE (1) FOOT FLAT N PANEL BETWEEN MODILLIONS, ONE (1) FOOT ON HORIZONTAL REFERENCE SURFACE OF 4TH FLOOR WATERTABLE. PLAN 1 ROOF PLAN x ADD ALT #2: XX (XX) N A1.0 SCALE:1/8" = 1'-0" KEY PLAN

A1.0 NO WORK AT SHADED NO WORK AT SHADED AREAS - TYP AREAS - TYP 11001 Hampshire Avenue S Minneapolis, MN 55438 952.995.2000 braunintertec.com

UPPER CORNICE UPPER CORNICE Base Drawing Provided By INCLUDED IN BASE INCLUDED IN BASE BID BID SHERBURNE COUNTY ATTIC FLOOR ATTIC FLOOR EL. 158'-10" EL. 158'-10" Signature I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I 4TH FLOOR WATERTABLE 4TH FLOOR WATERTABLE am a duly Licensed Professional Architect under INCLUDED IN BASE BID INCLUDED IN BASE BID the laws of the state of Minnesota.

FOURTH FLOOR FOURTH FLOOR EL. 147'-0" EL. 147'-0" Jack R. Rasmussen License No. 53401 Date . Revisions

Revision No. Date

3RD FLOOR 3RD FLOOR WATERTABLE INCLUDE WATERTABLE INCLUDE AS ADD ALTERNATE AS ADD ALTERNATE

THIRD FLOOR THIRD FLOOR EL. 132'-0" EL. 132'-0"

NO WORK AT NO WORK AT SHADED AREAS, SHADED AREAS, TYPICAL TYPICAL

MEZZANINE MEZZANINE EL. 119'-10" EL. 119'-10"

PROVIDE ADD ALTERNATE FOR WINDOW SEALANTS BETWEEN 2ND AND 3RD FLOOR

SECOND FLOOR SECOND FLOOR EL. 107'-0" EL. 107'-0"

FIRST FLOOR FIRST FLOOR EL. 92'-6" EL. 92'-6"

N.I.C.

NO WORK AT SHADED AREAS - TYP

UPPER CORNICE INCLUDED IN BASE BID ATTIC FLOOR EL. 158'-10"

4TH FLOOR WATERTABLE INCLUDED IN BASE BID

FOURTH FLOOR EL. 147'-0" Drawing Information

Project No: B2007116

Drawing No: A2.0 Drawn By: JAJ 3RD FLOOR Date Drawn: 09.02.20 WATERTABLE INCLUDE Checked By: JRR AS ADD ALTERNATE Last Modified: 9/23/20

THIRD FLOOR Project Information EL. 132'-0"

GEORGE LATIMER NO WORK AT CENTRAL LIBRARY SHADED AREAS, TYPICAL

80 S. 4TH STREET MEZZANINE SAINT PAUL, MN EL. 119'-10" 55102

EXTERIOR WALL REPAIRS

SECOND FLOOR EL. 107'-0"

EXTERIOR ELEVATIONS

A2.0 1/2" MINIMUM INSTALL PATCHING FOR PATCHDEPTHSGREATOREQUALTO3",PROVIDE1/3"DIAMETERSTAINLESSSTEELPINS NOTE: THISDETAILAPPLIESONLYTOSTONESPALLEDAREASWHERETHEREQUIREDPATH EXISTINGSPALLED PROVIDE SMOOTH MATERIAL PER LOOSE MATERIAL STONE, REMOVE SPECIFICATION AND SEE NOTE THICKNESS ISLESSTHANOREQUALTO3/4" TROWL FINISH WITH MINIMUM1"EMBEDMENTAT3'-0"O.CEACHWAY(3"GRIDPATTERN) A3.0 A3.0 1 5 SCALE: N.T.S. SCALE: N.T.S. STONE PATCHREPAIRDETAIL TUCKPOINTING DETAIL

EXISTING DETERIORATED OR CRACKED MORTAR JOINT (SQUARE CUT) CORRECT

SAWCUT JOINT CLEAR TO SOLID MORTAR

TUCKPOINT IN 1/4" LIFTS (3/4" MIN. DEPTH) INCORRECT (FEATHERED EDGE) EXPANSION JOINTS UNIT EXISTING MASONRY NEW MASORNY BACKER ROD COMPRESSIBLE ONLY SEALANT JOINT FILLERAT A3.0 2 SCALE: N.T.S. TYPICAL JOINTSEALANTDETAIL

A B NOTES: .REMOVEEXISTINGSEALANT, 1. .RATIOA:BSHALLBE2:1 3. .RATIOBDIMENSIONSHALLBE 5. .INSTALLNEWBACKERRODAND 2. .RATIOADIMENSIONSHALLBE 4. 1/4" MIN. 1" MAX. INDICATED BELOW. ELASTOMERIC SEALANTAS MATERIALS TO1"DEPTH. BACKER RODANDANYMORTAR A3.0 NOTES: .REMOVEEXISTINGSEALANT, 1. ."B"DIMENSIONSHALLBE1/4"MIN. 5. RATIOA:BSHALLBE2:1 3. .INSTALLNEWBACKERRODAND 2. ."A"DIMENSIONSHALLBE1"MAX. 4. EXISTING MASONRY UNIT 3 INDICATED BELOW. ELASTOMERIC SEALANTAS MATERIALS. BACKER RODANDMORTAR SCALE: N.T.S. TYPICAL JOINTSEALANTDETAIL SEALANT BACKER ROD A B RECESS LOCATOINS EXISTING MASONRY OR FRAMEAT A3.1 A3.1 A3.1 12 4 8 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 3RD FLOORWATERTABLE CORNICE DETAIL 4TH FLOORWATERTABLE 132'-0" THIRD FLOOR 147'-0" FOURTH FLOOR 158'-10" ATTIC FLOOR SUDFRBD05-30-20 ISSUED FORBID eiinN.Dat Revision No. atMdfe:9/24/20 Last Modified: Checked By: Date Drawn: Drawn By: Date License No. of Minnesota. the lawsofstate Professional Architectunder am adulyLicensed direct supervisionandthatI prepared bymeorundermy specification, orreportwas I herebycertifythatthisplan, 11001 HampshireAvenueS SECTIONS AN CENTRAL LIBRAR Minneapolis, MN55438 GEORGE LATIME Base DrawingProvidedB 80 S.4THSTREE Jack R.Rasmussen SHERBURNE COUNT EXTERIOR WAL braunintertec.com SAINT PAUL,M 952.995.2000 Drawing Information Project Information DETAIL REPAIR Drawing No: B2007116 Project No: Revision Signatur 09.02.20 5510 53401 A3.0 A3.0 JRR JAJ D S R Y N S T L 2 Y e e s y 2 . 11001 Hampshire Avenue S Minneapolis, MN 55438 952.995.2000 REPLACE ALL LEAD Ts AND DRILL OUT OBSOLETE FASTENERS braunintertec.com EXTENTS OF TUCK POINT SEALANT/MORTAR BEHIND VERTICAL STONE AND INSTALL STONE Base Drawing Provided By NOT IN CONTRACT WORK AT NORTH ELEVATION THE Ts ON THE UPPER MORTAR PATCH. ASSUME TWO (2) CORNICE HORIZONTAL. FASTENERS PER STONE. SHERBURNE COUNTY

Signature

Jack R. Rasmussen

License No. 53401 Date . TUCKPOINT VERTICAL Revisions Revision No. Date JOINTS - SEE 4/A3.0 ISSUED FOR BID 05-30-202 EXTENTS OF UPPER CORNICE

SOLID TUCKPOINT ALL MORTAR JOINTS IN UPPER CORNICE REMOVE AND REPLACE LEAD Ts - SEE 4/A3.0

1 NORTHWEST CORNER - WORK EXTENTS 2 UPPER STONE CORNICE - NORTHWEST CORNER 3 UPPER STONE CORNICE - SOUTHWEST CORNER 4 UPPER STONE CORNICE - ROOF TRANSITION A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S.

SOLID TUCK POINT ALL MORTAR JOINTS IN UPPER CORNICE

HATCHED AREAS ARE N.I.C., TYPICAL

5 UPPER STONE CORNICE - UNDERSIDE 6 UPPER STONE CORNICE - UNDERSIDE DETAIL 7 CLOSE-UP OF EXISTING ROSETTE (2 TYPES) 8 UPPER STONE CORNICE - LOWER DETAIL A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S.

Drawing Information

Project No: B2007116

Drawing No: A3.1 EXTENTS OF TUCK POINT Drawn By: JAJ WORK AT NORTH ELEVATION NOT IN CONTRACT Date Drawn: 09.02.20 Checked By: JRR Last Modified: 9/23/20 Project Information

GEORGE LATIMER CENTRAL LIBRARY

80 S. 4TH STREET SAINT PAUL, MN 55102

EXTERIOR WALL REPAIRS

HATCHED AREAS ARE N.I.C., TYPICAL

PHOTO DETAILS

9 SOUTHEAST CORNER - SOUTH ELEVATION 10 SOUTHEAST CORNER - EAST ELEVATION 11 SOUTHEAST CORNER AT DOCK - WORK EXTENTS 12 4TH FLOOR STONE WATERTABLE- EXTENTS A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S. A3.1 SCALE: N.T.S. AT NORTH ELEVATION, NORTHWEST CORNER A3.1 11001 Hampshire Avenue S Minneapolis, MN 55438 952.995.2000 braunintertec.com

Base Drawing Provided By EXTENTS OF WORK AT

4TH FLOOR WATERTABLE SHERBURNE COUNTY

Signature

Jack R. Rasmussen

License No. 53401 Date . Revisions N.I.C. Revision No. Date ISSUED FOR BID 05-30-202

NOT IN CONTRACT

1 4TH FLOOR STONE WATERTABLE - EXTENTS 2 4TH FLOOR WATERTABLE - TOP VIEW 3 4TH FLOOR WATERTABLE - ELEVATION 4 SE CORNER EXTENTS @ 4TH FLOOR WATERTABLE A3.2 SCALE: N.T.S. A3.2 SCALE: N.T.S. A3.2 SCALE: N.T.S. A3.2 SCALE: N.T.S.

HATCHED AREAS ARE N.I.C., TYPICAL

NOT IN CONTRACT

HATCHED AREAS ARE N.I.C., TYPICAL

5 NW CORNER EXTENTS @ 3RD FLOOR WATERTABLE 6 3RD FLOOR WATERTABLE - TOP VIEW 7 SE CORNER - 3RD FLOOR WATERTABLE EXTENTS 8 STONE MODILLON PINNING A3.2 SCALE: N.T.S. A3.2 SCALE: N.T.S. A3.2 SCALE: N.T.S. A3.2 SCALE: N.T.S.

Drawing Information

Project No: B2007116

Drawing No: A3.2 Drawn By: JAJ Date Drawn: 09.02.20 Checked By: JRR Last Modified: 9/23/20 Project Information

GEORGE LATIMER CENTRAL LIBRARY

80 S. 4TH STREET SAINT PAUL, MN 55102

EXTERIOR WALL REPAIRS

PHOTO DETAILS

A3.2