cover sheet
CITY OF MESQUITE HISTORIC GYMNASIUM MASONRY RENOVATION CITY OF MESQUITE 51 E. 1ST NORTH STREET, MESQUITE, NEVADA 89027 OREGON
IDAHO OWYHEE MTN. CITY
McDERMIT
DENIO
VYA
NO.
CONTACT
G000 S000 S100 S300 S301 S302 P500 P501 P502
PARADISE VALLEY
WELLS
N
WINNEMUCCA GOLCONDA
CALIFORNIA
CARLIN
ELKO
WENDOVER
GERLACH BATTLE MTN.
SHEET INDEX TITLE COVER SHEET RESTORATION NOTES WALL LAYOUT PLAN SOUTH ELEVATION NORTH ELEVATION EAST / WEST ELEVATIONS PHOTOS - SOUTH PHOTOS - NORTH PHOTOS - EAST / WEST
LOVELOCK
AUSTIN
McGILL
FALLON
VIRGINIA CITY
EUREKA
EASTGATE
KIMBERLY
EAST ELY ELY
RUTH CARSON CITY MINDEN
PROJECT AREA
N
YERINGTON GABBS BABBITT
ROUND MTN.
HAWTHORNE MANHATTAN
WARM SPRINGS TONOPAH
PIOCHE PANACA
GOLDFIELD
CALIENTE
C AL IF O R
N
IA
MESQUITE
BEATTY
STATE OF
MOAPA
NEVADA
ARIZONA
RENO
FERNLEY
UTAH
SPARKS
NORTH LAS VEGAS LAS VEGAS
HENDERSON BOULDER CITY
SEARCHLIGHT
PROJECT LOCATION
VICINITY MAP
FA PROJECT NO. 57-15-0026 MAY 2017 PROJECT LOCATION MAP N.T.S.
840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 PH: 702.346.5713 FAX: 702.346.6390
N.T.S.
CONTRACTOR RESPONSIBILITY FOR THE WORK
THESE GENERAL NOTES ARE TO APPLY TO MASONRY REPAIRS FOR THE HISTORIC GYMNASIUM. THE MASONRY STRUCTURE IS LISTED ON THE NATIONAL HISTORIC REGISTER OF HISTORIC PLACES. THE BUILDING WAS CONSTRUCTED IN THE LATE 1930'S AS PART OF THE PUBLIC WORKS ADMINISTRATION (PWA) PROGRAM. AS SUCH, THE MASONRY RESTORATION WORK SHALL BE COMPLETED IN ACCORDANCE WITH RECOMMENDATIONS FOR PRESERVATION OF HISTORIC STRUCTURES AND REQUIRES CAREFUL ATTENTION TO THE PERIOD SPECIFIC FEATURES OF THE BUILDING.
STABILIZE CRACKS, INCLUDING STAIR-STEP CRACKS IN MORTAR AND CRACKS THROUGH BRICK UNITS, BY INSTALLING STAINLESS STEEL HELIBAR CRACK STITCHES 1/4" IN DIAMETER BY 40" LONG AS MANUFACTURED BY HELIX. PLACE HELIBAR UNITS AT TWO MORTAR BED JOINTS ABOVE AND BELOW THE VISIBLE CRACK AND AT MAXIMUM OF FOUR MORTAR BED JOINT INCREMENTS WHERE THE CRACK IS PRESENT. AT LARGE CRACKS AS NOTED ON THE PLANS, PLACE HELIBAR AT THREE MORTAR BED JOINT SPACING. WHERE EXISTING CRACKS EXTEND TO THE BASE OF WINDOWS OR OTHERWISE EXTEND TO MASONRY BOUNDARIES, THE FIRST HELIBAR SHALL BE PLACED NOT MORE THAN TWO MORTAR BED JOINTS FROM THE END SURFACE.
ALL AREAS WHERE PREVIOUS REPOINTING MORTAR WAS PLACED THAT DOES NOT MATCHING THE ORIGINAL MORTAR COLOR OR TEXTURE (IE. WHERE MORTAR HAD BEEN PAINTED) SHALL BE REPOINTED. REPOINT AREAS WHERE MORTAR HAS DETERIORATED, CRACKED, OR IS MISSING. POINT MORTAR BED JOINTS WHERE CRACK STITCH BARS HAVE BEEN PLACED.
THE SHEET KEY NOTES ATTEMPT TO DOCUMENT THE ITEMS OF REPAIR AND AREAS THAT REQUIRE SPECIAL CONSIDERATION FOR RESTORATION; INCLUDING BUT NOT LIMITED TO REMOVAL OF FOREIGN OBJECTS, CRACK REPAIR, REPOINTING, AND FILLING OF HOLES AND PENETRATIONS. THE KEY NOTES, HOWEVER MAY NOT DOCUMENT EVERY ITEM REQUIRED TO BE ADDRESSED ON THE BUILDING. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE STRUCTURE AND ALL ASPECTS OF THE WORK INDICATED ON THE PLANS, NOTES, AND SPECIFICATIONS.
CLEANING SHALL INCLUDE A COMBINATION OF A CHEMICAL SOLUTION SOFTENING AGENT FOLLOWED BY A HOT WATER RINSE. CLEANING SOLUTION SHALL BE PROSOCO LIGHT DUTY CONCRETE CLEANER USED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. IMPROPER USE OR TOO HIGH OF CONCENTRATION OF CLEANING AGENT CAN REMOVE PIGMENT OR CAUSE OTHER UNWANTED EFFECTS TO THE MASONRY. TEST CLEANING OPERATIONS IN A SMALL, INCONSPICUOUS AREA BEFORE APPLYING TO LARGE WALL AREAS. PROTECT ADJACENT SURFACES INCLUDING BUT NOT LIMITED TO WINDOWS, DOORS, ROOFING MEMBRANES AND FLASHING, AND MECHANICAL SYSTEMS FROM CLEANING PRODUCT.
PRECAST CONCRETE ELEMENTS
MORTAR RECIPE
WATER REPELLENT AND CONSOLIDANT
REPOINTING MORTAR SHALL CLOSELY MATCH THE HARDNESS, COLOR, AND TEXTURE OF THE ORIGINAL MORTAR. PREPARATION OF THE MORTAR RECIPE REQUIRES ADVANCE PLANNING AND TRIAL BATCHES TO ATTAIN THE PROPER CHARACTERISTICS TO MATCH THE ORIGINAL MORTAR.
FOLLOWING ALL REPAIRS AND CLEANING, APPLY TWO "WET ON WET" APPLICATIONS OF PROSOCO H-40 SURE KLEAN WEATHER SEAL AND PROTECTIVE COATING. APPLY BOTH APPLICATIONS WITH A 6 INCH RUN DOWN DURING APPLICATION. FOLLOW MANUFACTURER REQUIREMENTS FOR PREPARATION AND APPLICATION TO ENSURE SUCCESSFUL APPLICATION. COMPLETE A TEST APPLICATION IN A SMALL INCONSPICUOUS LOCATION TO VERIFY COMPATIBILITY OF USE AS THE PRODUCT MAY SLIGHTLY DARKEN THE MASONRY.
THE RECOMMENDED MORTAR RECIPE IS AS FOLLOWS: PORTLAND CEMENT - 1 PART BY VOLUME TYPE 2 HYDRATED LIME - 2 PARTS BY VOLUME WELL GRADED SAND - 9 PARTS BY VOLUME
1
DO NOT APPLY WATER REPELLENT AND CONSOLIDANT TO TERRA COTTA SURFACES. COORDINATE APPLICATION SCHEDULE WITH OWNER TO APPLY WHEN BUILDING IS NOT IN USE
NOTES: 1. WHITE PORTLAND CEMENT OR A COMBINATION OF WHITE AND GRAY PORTLAND CEMENT MAY BE USED TO FACILITATE MATCHING THE DESIRED COLOR. 2.
CAREFUL EVALUATION OF DIFFERENT LOCAL SANDS IS IMPORTANT TO IDENTIFY THE OPTIMAL SAND TO REPLICATE TEXTURE, COLOR, AND COMPRESSIVE STRENGTH.
3.
MINERAL OXIDE PIGMENTS SHALL BE ADDED AS NEEDED TO PROVIDE COLOR TO MATCH THE ORIGINAL MORTAR. CARE SHOULD BE USED IN ADDING PIGMENT AND IT IS RECOMMENDED THAT PIGMENT BE MEASURED BY WEIGHT DUE TO THE SENSITIVITY OF COLORATION CHANGE WITH SMALL DIFFERENCES IN PIGMENT CONTENT.
4.
MORTAR MIXING INSTRUCTION: WHEN MIXING, ADD HALF OF EACH OF THE DRY INGREDIENTS, AND ADD HALF OF THE PIGMENT SLOWLY SO THAT IT MIXES EVENLY INTO THE DRY INGREDIENTS. MIX FOR 5 MINUTES. ADD THE SECOND HALF OF THE DRY INGREDIENTS AND SLOWLY ADD THE SECOND HALF OF THE PIGMENT. MIX FOR FIVE MINUTES SLOWLY ADD FRESH POTABLE WATER INTIL THE MORTAR IS STIFF BUT WORKABLE. MIX FOR 10 TO 15 MINUTES AND ADD SMALL AMOUNTS OF WATER AS NECESSARY TO OBTAIN A STIFF BUT WORKABLE MORTAR.
MORTAR SAMPLES AND MOCKUPS MIX SEVERAL SAMPLES OF MORTAR USING THE MIX RECIPE INDICATED ABOVE. ADD PIGMENTS AT DIFFERING QUANTITY TO MATCH THE ORIGINAL MORTAR COLOR. MAINTAIN ACCURATE RECORDS OF EACH SAMPLE. SAMPLES MAY BE COMPACTED APPROXIMATELY 1/2" DEEP IN A PAPER CUP OR SIMILAR CONTAINER AND ALLOWED TO DRY TWO TO FIVE DAYS. REMOVE SAMPLES AND BREAK INTO TWO PIECES. COMPARE THE BROKEN SURFACE OF THE SAMPLE TO THE ORIGINAL MORTAR COLOR. RECREATE SAMPLES AS NECESSARY TO MATCH THE ORIGINAL COLOR. THE MIX PROPORTIONS OF CEMENT, LIME, AND SAND SHALL NOT BE CHANGED TO MODIFY THE MORTAR COLOR. UPON ACHIEVING AN ACCEPTED AND APPROVED COLOR MATCH, A MINIMUM OF TWO 12" BY 12" MOCKUPS SHALL BE PREPARED IN INCONSPICUOUS LOCATIONS TO TEST THE MORTAR. PREPARE MOCKUPS WITH MATCHING SHAPE AND TEXTURE OF THE ORIGINAL MORTAR. CHECK COLOR COMPARISON AFTER 3 TO 5 DAYS FOLLOWING CURE OF THE MOCKUP AND ADJUST AS NEEDED TO OBTAIN MATCHING MORTAR.
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S001 DATE: 4/28/2017 PAGE NO: 2 OF 9
KRD
PRECAST CONCRETE ACCENTS TYPICALLY HAVE AN OPEN JOINT BETWEEN THE ELEMENT AND THE MASONRY WALL. WOOD FILL/SPACERS ARE PRESENT AT SOME LOCATIONS AND SHALL BE REMOVED FROM THE JOINT. SEAL JOINT WITH REPOINTING MORTAR, PLACE FOAM BACKER ROD WHERE NECESSARY DUE TO JOINT DEPTH AND/OR WIDTH.
QA/QC
PROPERLY CLEAN MASONRY AND PRE-CAST CONCRETE ELEMENTS TO REMOVE SOIL STAINING, HARD WATER DEPOSITS, PAINT DRIPS, EFFLORESCENCE, MOSS, AND OTHER SURFACE CONTAMINANTS. CLEANING THE MASONRY PRIOR TO REPOINTING OR MATCHING OF MORTAR COLOR AS THE TRUE COLOR WILL BE BROUGHT OUT THROUGH THE CLEANING PROCESS.
HOLES AND PENETRATIONS THROUGH THE BRICK SHALL BE FILLED WITH MORTAR COLORED TO MATCH THE BRICK FACING. MORTAR SHALL MATCH THE MORTAR RECIPE BELOW AND SHALL BE PREPARED WITH COLOR SAMPLES TO MATCH THE BRICK, APPLY TO TEST SECTIONS AS INDICATED. PREPARE AND CLEAN HOLES AS NOTED FOR REPOINTING. FOR THROUGH PENETRATIONS INSTALL FOAM BACKER MATERIAL PRIOR TO PREPARATION FOR FILLING THE HOLE AT THE FACE UNIT.
Mesquite, Nevada 89027
CLEAN THE MASONRY
BRICK REPAIR & HOLES AND PENETRATIONS THROUGH BRICK
EXPOSED PORTIONS OF STEEL PLATES ON OR EMBEDDED IN THE MASONRY OR PRECAST ELEMENTS SHALL BE CLEANED TO BARE METAL WITH ABRASIVE WHEEL OR BRUSH TAKING CARE TO NOT ABRADE THE MASONRY. APPLY EXTERIOR COMMERCIAL GRADE PRIMER AND PAINT. COORDINATE PAINT COLOR WITH OWNER.
MASONRY REPAIR NOTES
PAINT COATINGS ON THE MASONRY AND MORTAR SHALL BE REMOVED BY APPLYING PROSOCO HEAVY DUTY PAINT STRIPPER WITH PRESSURIZED HOT WATER RINSE FOLLOWED BY APPLICATION OF PROSOCO SURE CLEAN SURFACE NEUTRALIZATION WITH HOT WATER RINSE AS PER MANUFACTURER RECOMMENDATION.
CLEAN AND REPAINT METAL PIECES POINT THE VOID REMAINING IN THE MORTAR BED JOINT AS PER THE REPOINTING REQUIREMENTS INCLUDING SHAPING AND TEXTURING THE JOINT TO MATCH THE EXISTING MORTAR.
CLR
PREVIOUS JOINT REPAIRS WITH NON-MATCHING MORTAR HAVE BEEN MASKED BY PAINTING THE MORTAR. REMOVE PAINT AND PAINT/STAIN ON MASONRY ADJACENT TO WINDOWS OR OTHER COMPONENTS.
MORTAR SHALL BE PROPERLY CURED BY KEEPING DAMP BUT NOT WET FOR A MINIMUM OF 3 DAYS FOLLOWING PLACEMENT. FAILURE TO MAINTAIN CURING STANDARDS DECREASES THE QUALITY, EFFECTIVENESS, AND LIFE OF THE MORTAR. MORTAR MUST NOT FULLY DRY OUT DURING THE CURING TIME. CURING REQUIREMENTS SHALL BE STRICTLY ENFORCED.
APPROVED
STRIP PAINT AND/OR STAIN FROM MORTAR AND MASONRY ELEMENTS
1
CMA
THE GENERAL ORDER OR SEQUENCE OF WORK FOR THE MASONRY REPAIR SHALL BE AS FOLLOWS IN ACCORDANCE TO PLANS AND NOTES INDICATED HEREIN: 1. STRIP PAINT AND/OR STAIN FROM MORTAR AND MASONRY ELEMENTS 2. CLEAN THE MASONRY 3. REMOVE INSERTS, NAILS, UNUSED ANCHORS, FASTENERS AND UNUSED OBJECTS FROM THE MASONRY 4. COMPLETE CRACK REPAIR, REPAIR HOLES, AND REPOINT 5. CLEAN AND PAINT METAL PIECES TO REMAIN ON BUILDING 6. SEAL AROUND PRECAST CONCRETE ELEMENTS 7. APPLY WATER REPELLENT AND CONSOLIDANT
WHERE LARGE CRACKS PROPOGATE THROUGH THE BRICK, THE CRACK THROUGH THE BRICK SHALL BE FILLED WITH MORTAR AS INDICATED IN THE BRICK REPAIR & HOLES AND PENETRATIONS THROUGH BRICK SECTION BELOW.
CURING MORTAR
DESIGNED
GENERAL ORDER OF THE WORK
WHERE SMALL CRACKS PROPAGATE THROUGH THE BRICK, REPAIR BRICK WITH A TWO PART EPOXY RESIN TAKING CARE TO ENSURE THAT THE EPOXY DOES NOT CONTAMINATE THE FACE OF THE MASONRY. THE REPAIR PRODUCT AND VISCOSITY OF THE EPOXY TO BE DETERMINED BY CRACK WIDTH. TEST PRODUCT AT AN INCONSPICUOUS LOCATION TO ENSURE COMPATIBILITY FOR THE WORK.
TEXTURE THE MORTAR JOINT BY BEATING WITH A NON-METALIC STIFF BRISTLED BRUSH AFTER THE MORTAR HAS ACHIEVED AN INITIAL SET TO A DAMP, SAND-CASTLE CONSISTENCY SUCH THAT IT DOES NOT SMEAR OR SQUISH OUT WHEN BEATING WITH THE BRUSH. AT THE CORRECT CONSISTENCY, 5 TO 8 HITS WITH THE STIFF BRISTLED BRUSH SHOULD CREATE A TEXTURE TO MATCH THE EXISTING WEATHERED MORTAR.
51 E. 1st North Street
ALL MATERIALS AND PRODUCTS TO BE USED ON THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL IN ACCORDANCE WITH THE GENERAL CONDITIONS FOR SHOP DRAWINGS PRIOR TO USE ON THE PROJECT. ALL PRODUCTS AND MATERIALS SHALL BE USED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TESTS SHALL BE COMPLETED ON SMALL INCONSPICUOUS AREAS OF THE BUILDING PRIOR TO GENERAL USE ON THE PROJECT.
CLEAN MORTAR SMEARS FROM THE BRICK FACE WITH A MASONRY SPONGE BEFORE SMEARS DRY ON THE MASONRY.
PLACE GROUT INTO THE BACK OF THE SLOT AND PRESS HELIBAR CRACK STITCH BAR INTO THE WET GROUT, INJECT SECOND BEAD OF GROUT INTO THE PREPARED SLOT AND AGAINST THE CRACK STITCH BAR WHILE FIRST GROUT IS STILL WET AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. KEEP THE HARDENED GROUT WET FOR A MINIMUM OF TWO TO THREE DAYS.
CMA
MATERIAL AND PRODUCT SUBMITTALS
FILL THE BACK HALF OF THE PREPARED JOINT WITH REPOINTING MORTAR AND FIRMLY COMPACT IN PLACE AGAINST THE EXISTING MORTAR. ALLOW TO SET FOR 48 HOURS WHILE KEEPING THE MORTAR DAMP. AFTER 48 HOURS, RE-WET THE JOINT AND FILL THE REMAINING JOINT SPACE TO THE PROFILE DEPTH.
DRAWN
REFER TO SECTION 8 OF THE PROJECT GENERAL CONDITIONS FOR SUBSTITUTIONS FOR MATERIALS OR EQUIPMENT IDENTIFIED ON THE DRAWINGS OR SPECIFICATIONS BY REFERENCE TO BRAND NAME, PRODUCT, OR CATALOG NUMBER. IT SHALL BE UNDERSTOOD THAT THIS IS REFERENCED FOR THE PURPOSE OF DEFINING THE PERFORMANCE OR OTHER SALIENT REQUIREMENTS AND THAT OTHER PRODUCTS OF EQUAL CAPACITIES, QUALITY, AND FUNCTION SHALL BE CONSIDERED. APPROVAL IS SUBJECT TO ACCEPTANCE BY THE ENGINEER AND AS INDICATED IN THE GENERAL CONDITIONS.
CLEAN SLOT WITH COMPRESSED AIR AND FLUSH WITH WATER THOROUGHLY. PREPARED MORTAR JOINT SHALL BE THOROUGHLY WETTED AT TOP BOTTOM AND SIDES PRIOR TO PLACING HELIBOND GROUT, MANUFACTURED BY HELIFIX. DEPENDING ON THE ABSORBENCY OF THE BRICK TWO TO THREE WETTINGS SEVERAL MINUTES APART MAY BE REQUIRED TO OBTAIN A SATURATED SURFACE DAMP CONDITION. PRE-WET THE PREPARED MORTAR JOINT ONE TO THREE MINUTES BEFORE PLACING THE GROUT.
CITY OF MESQUITE
SUBSTITUTIONS
PRE-WET ORIGINAL BRICK AND MORTAR 15 TO 30 MINUTES BEFORE APPLYING REPOINTING MORTAR TO LIMIT WATER ABSORPTION FROM THE MORTAR INTO THE EXISTING MASONRY. AT TIME OF MORTAR APPLICATION THE EXISTING BRICK SHOULD BE DAMP, BUT NOT HAVE STANDING WATER ON IT.
57-15-0026
CONTRACTOR SHALL VERIFY AND FOLLOW REGULATORY REQUIREMENTS FOR COLLECTION AND DISPOSAL OF WASTE WATER.
WHERE CRACKS ARE LOCATED NEAR A CORNER THE CRACK STITCH BAR SHALL BE WRAPPED AROUND THE CORNER IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. FOLLOW MANUFACTURER RECOMMENDATIONS FOR SLOT DEPTH, HOWEVER, SLOT DEPTH SHALL NOT BE LESS THAN 1-1/2 INCHES. REMOVE ALL MORTAR OFF THE TOP AND BOTTOM OF THE BRICK IN THE JOINT AND SQUARE CUT THE ENDS OF THE SLOT AT A 90 DEGREE ANGLE TO THE FACE OF THE WALL.
PROJECT NO.
THE CONTRACTOR SHALL VERIFY AND BECOME FAMILIAR WITH THE EXISTENCE OF ANY ELECTRICAL CONDUIT, LINES, OR UTILITIES IN OR ADJACENT TO THE CONTRACT WORK BEFORE CONTRACTOR'S WORK BEGINS. WHILE PERFORMING WORK ADJACENT TO THE EXISTING UTILITIES, SAFEGUARD ALL SERVICES AND UTILITIES THAT WILL BE AFFECTED BY THE WORK OF THIS CONTRACT.
MORTAR JOINTS FOR REPOINTING SHALL BE CLEANED OUT A MINIMUM OF 1 INCH AND AS REQUIRED TO ACHIEVE SOUND EXISTING MORTAR. REMOVE MORTAR FROM TOP, SIDES, AND BOTTOM OF EACH BRICK WITHOUT CHIPPING, GRINDING OR OTHERWISE DAMAGING THE EXISTING BRICK. ENDS AND CORNERS OF MASONRY JOINTS SHALL BE RAKED OUT TO A 90 DEGREE ANGLE. THOROUGHLY CLEAN DUST AND DEBRIS FROM THE JOINT WITH COMPRESSED AIR OR VACUUM AND LIGHTLY FLUSH WITH LOW PRESSURE WATER.
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
REPOINTING MORTAR JOINTS
CLR 5/19/17
CRACK REPAIR
REVIEW COMMENTS
GENERAL NOTES
PROJECT NO.
11'-4"
14'-4"
14'-4" 28' 7'-2" 11' 7'-2"
81'-4"
28' 2'-4"
SOUTH ELEVATION
WALL LAYOUT PLAN
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
Mesquite, Nevada 89027
14'-4"
SCALE 1/8" = 1'-0" SHEET NO:
S100
DATE: 4/28/2017 PAGE NO: 3 OF 9
QA/QC
APPROVED
DESIGNED
KRD
CLR
CMA
CMA
1
REVIEW COMMENTS
CLR 5/19/17
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
2'-4"
DRAWN
14'-4"
57-15-0026
1
WALL LAYOUT PLAN
2'-4"
EAST ELEVATION
48'-4"
2'-4"
51 E. 1st North Street
10'-4"
NORTH ELEVATION
CITY OF MESQUITE
4'-8"
WEST ELEVATION 1
3.
TERRA COTTA - CLEAN TERRA COTTA AND REPOINT MORTAR JOINTS AS NEEDED. REPAIR OF CHIPPED TERRA COTTA REQUIRES SPECIALTY INVESTIGATIVE WORK TO DETERMINE REPAIR MATERIALS AND IS NOT IN THE CONTRACTED WORK. SEE GENERAL ORDER OF THE WORK ON SHEET S001 AND SUBSEQUENT REPAIR/RESTORATION REQUIREMENTS.
22. NOT USED
THE STUCCO INFILL AT WINDOWS ON THE EAST, WEST, AND NORTH SIDES IT TO REMAIN IN PLACE AND SHALL BE PROTECTED AS NEEDED DURING THE RESTORATION WORK. COORDINATE WITH OWNER AS NEEDED.
23. PLUMBING VENT - CLEAN AND PAINT WITH PRIMER AND BLACK PAINT
3. REPOINT MASONRY AND REPAIR DAMAGED BRICK 4. LARGE CRACK REPAIR
24. CONDUIT AND CHANNEL - REMOVE IF NOT IN USE AND REPAIR MASONRY
5. SMALL CRACK REPAIR
25. SEAL GAP BETWEEN MASONRY AND PRECAST CAP
6. STEEL / LINTEL / CONDUIT REPAIR, CLEAN AND PAINT
26. STEEL PLATE CLEAN AND PAINT, RE-SET MASONRY AT PLATE AS REQUIRED
7. BROKEN MORTAR / DETERIORATED BRICK(S) REPOINT / REPAIR BRICK
27. MOSS - CLEAN AND SEAL
8. REMOVE PAINT / MISMATCHED MORTAR - REPOINT
28. SEAL ADJACENT MASONRY TO PRECAST CAP
9. FILL HOLE(S) IN BRICK 10. CHIPPED TERRA COTTA TILE - SEE GENERAL NOTE ON SHEET S300. 11. NOT USED 12. FOUNDATION WALL REPAIR - CLEAN REBAR, PATCH WITH CONCRETE PATCH PRODUCT 13. CONDUIT / HOSE SPIGOT - REMOVE IF NOT IN USE AND FILL HOLE 14. REMOVE MASONRY INSERT - FILL HOLE
4.
CLR 5/19/17
2. EQUIPMENT / ITEM REMOVED BY CITY - FILL ANCHOR HOLES / REPOINT WHERE REQUIRED
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
2.
KEY NOTES ARE PROVIDED TO EMPHASIZE THE WORK ITEMS AND GENERAL AREAS THAT REQUIRE ATTENTION AS PART OF THE EXTERIOR BUILDING RESTORATION. KEY NOTES SHOWN ON THE PLANS MAY NOT INDICATE EVERY DEFICIENCY OR LOCATION WHERE A REFERENCED REPAIR OR RESTORATION EFFORT IS NEEDED.
21. REPAIR CRACKED STUCCO AND PAINT ENTRY CEILING WHITE, CLEAN STUCCO FROM MASONRY
REVIEW COMMENTS
1.
KEYED NOTES: 1. REMOVE NAIL - FILL HOLE IN MORTAR OR BRICK
1
GENERAL
15. BRICK MISSING OR DETERIORATED - REPAIR BRICK, OR REPLACE WITH BRICK MATCHING COLOR, TEXTURE AND TYPE SUBJECT TO OWNER APPROVAL (OWNER IS NOT CURRENTLY AWARE OF A MATCHING LOCALLY AVAILABLE BRICK.)
1
16. DETERIORATED WALL CONDITION - REPOINT 17. REMOVE CAULKING ON MASONRY AROUND WINDOWS 18. ENTRY CEILING - CLEAN LIGHT, PRIME AND PAINT CEILING WHITE 19. CHIPPED CORNER JOINT IN TERRA COTTA - REPOINT 20. ELECTRICAL OUTLET - COORDINATE WORK TO ENSURE SAFETY
S13
S14
81'-4" 27'-4"
S1
S12 TYP.
TYP.
1'
3'
2'-8"
S7 S3
14'-4" 8"
1'-8" 1'-6"
7'-8"
S8
S9
1'-8"
2'-8" 1'-6"
80'
S5
3'
S10
1'
26'-4"
S15
S11
14'-4" 8"
114'-8"
SOUTH ELEVATION SCALE 41" = 1'-0"
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S300 DATE: 4/28/2017 PAGE NO: 4 OF 9
KRD
CLR
2'-4"
CITY OF MESQUITE
26'-4"
Mesquite, Nevada 89027
CLR 51 E. 1st North Street
TYP.
2'-4" S2
CMA
TYP.
SOUTH ELEVATION
18'-6"
TYP.
QA/QC
TYP.
APPROVED
PROJECT NO.
S16
DESIGNED
25'-4"
DRAWN
3'
S6 27'-4"
57-15-0026
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
CMA
S4
2. EQUIPMENT / ITEM REMOVED BY CITY - FILL ANCHOR HOLES / REPOINT WHERE REQUIRED
22. NOT USED
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
21. REPAIR CRACKED STUCCO AND PAINT ENTRY CEILING WHITE, CLEAN STUCCO FROM MASONRY
CLR 5/19/17
KEYED NOTES: 1. REMOVE NAIL - FILL HOLE IN MORTAR OR BRICK
23. PLUMBING VENT - CLEAN AND PAINT WITH PRIMER AND BLACK PAINT
3. REPOINT MASONRY AND REPAIR DAMAGED BRICK
24. CONDUIT AND CHANNEL - REMOVE IF NOT IN USE AND REPAIR MASONRY
5. SMALL CRACK REPAIR
REVIEW COMMENTS
4. LARGE CRACK REPAIR
25. SEAL GAP BETWEEN MASONRY AND PRECAST CAP
6. STEEL / LINTEL / CONDUIT REPAIR, CLEAN AND PAINT
26. STEEL PLATE CLEAN AND PAINT, RE-SET MASONRY AT PLATE AS REQUIRED
7. BROKEN MORTAR / DETERIORATED BRICK(S) REPOINT / REPAIR BRICK
27. MOSS - CLEAN AND SEAL
8. REMOVE PAINT / MISMATCHED MORTAR - REPOINT
28. SEAL ADJACENT MASONRY TO PRECAST CAP
9. FILL HOLE(S) IN BRICK
1
10. CHIPPED TERRA COTTA TILE - SEE GENERAL NOTE ON SHEET S300. 11. NOT USED 12. FOUNDATION WALL REPAIR - CLEAN REBAR, PATCH WITH CONCRETE PATCH PRODUCT 13. CONDUIT / HOSE SPIGOT - REMOVE IF NOT IN USE AND FILL HOLE 14. REMOVE MASONRY INSERT - FILL HOLE 15. BRICK MISSING OR DETERIORATED - REPAIR BRICK, OR REPLACE WITH BRICK MATCHING COLOR, TEXTURE AND TYPE SUBJECT TO OWNER APPROVAL (OWNER IS NOT CURRENTLY AWARE OF A MATCHING LOCALLY AVAILABLE BRICK.)
1
16. DETERIORATED WALL CONDITION - REPOINT 17. REMOVE CAULKING ON MASONRY AROUND WINDOWS 18. ENTRY CEILING - CLEAN LIGHT, PRIME AND PAINT CEILING WHITE 19. CHIPPED CORNER JOINT IN TERRA COTTA - REPOINT 20. ELECTRICAL OUTLET - COORDINATE WORK TO ENSURE SAFETY
81'-4"
N13 16'-8"
TYP.
18'-6"
18'-6"
20'
TYP.
6'
4' 2'-4"
N2
20'
6'
5'
N6
4'
N916'
16'
N10 16'
5'
N12
6'
N1420'
2'-4"
114'-8"
NORTH ELEVATION SCALE 41" = 1'-0"
CITY OF MESQUITE
23'-8"
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S301 DATE: 4/28/2017 PAGE NO: 5 OF 9
KRD QA/QC
N1
51 E. 1st North Street
PROJECT NO.
TYP.
Mesquite, Nevada 89027
TYP.
NORTH ELEVATION
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
APPROVED
N3
CLR
14'-4"
CMA
N11
DESIGNED
N8
CMA
48'
DRAWN
N7
57-15-0026
5'-2"
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
N5
16'-8"
5'-2"
N4
14'-4"
KEYED NOTES: 1. REMOVE NAIL - FILL HOLE IN MORTAR OR BRICK
E11
2. EQUIPMENT / ITEM REMOVED BY CITY - FILL ANCHOR HOLES / REPOINT WHERE REQUIRED
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
E10
CLR 5/19/17
57'
3. REPOINT MASONRY AND REPAIR DAMAGED BRICK 4. LARGE CRACK REPAIR
E9 5'-2"
6. STEEL / LINTEL / CONDUIT REPAIR, CLEAN AND PAINT
E7
E3
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
REVIEW COMMENTS
5. SMALL CRACK REPAIR
7. BROKEN MORTAR / DETERIORATED BRICK(S) REPOINT / REPAIR BRICK 8. REMOVE PAINT / MISMATCHED MORTAR - REPOINT 10. CHIPPED TERRA COTTA TILE - SEE GENERAL NOTE ON SHEET S300.
E5
11. NOT USED
E8
14. REMOVE MASONRY INSERT - FILL HOLE
1
15. BRICK MISSING OR DETERIORATED - REPAIR BRICK, OR REPLACE WITH BRICK MATCHING COLOR, TEXTURE AND TYPE SUBJECT TO OWNER APPROVAL (OWNER IS NOT CURRENTLY AWARE OF A MATCHING LOCALLY AVAILABLE BRICK.)
18'-6"
17'-3"
12. FOUNDATION WALL REPAIR - CLEAN REBAR, PATCH WITH CONCRETE PATCH PRODUCT 13. CONDUIT / HOSE SPIGOT - REMOVE IF NOT IN USE AND FILL HOLE
TYP.
TYP.
1
1'-3"
9. FILL HOLE(S) IN BRICK
16. DETERIORATED WALL CONDITION - REPOINT
E4 12'-2"
17. REMOVE CAULKING ON MASONRY AROUND WINDOWS
10'
18. ENTRY CEILING - CLEAN LIGHT, PRIME AND PAINT CEILING WHITE
8'
19. CHIPPED CORNER JOINT IN TERRA COTTA - REPOINT 20. ELECTRICAL OUTLET - COORDINATE WORK TO ENSURE SAFETY
TYP.
21. REPAIR CRACKED STUCCO AND PAINT ENTRY CEILING WHITE, CLEAN STUCCO FROM MASONRY 22. NOT USED
18'-2" 10'-4"
4'-4"
E1
23. PLUMBING VENT - CLEAN AND PAINT WITH PRIMER AND BLACK PAINT
26'-2"
4' 48'-4"
24. CONDUIT AND CHANNEL - REMOVE IF NOT IN USE AND REPAIR MASONRY
11'-4"
E6
25. SEAL GAP BETWEEN MASONRY AND PRECAST CAP 26. STEEL PLATE CLEAN AND PAINT, RE-SET MASONRY AT PLATE AS REQUIRED
E2
27. MOSS - CLEAN AND SEAL
EAST ELEVATION
1'-3"
W3
5'-2"
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
W6
TYP.
TYP.
W10
TYP.
W2
TYP.
5'-8"
W8
CITY OF MESQUITE
12'-2"
17'-3"
6'-6"
18'-6"
W7
22'-2" 11'-4"
4' 48'-4"
W4
22'-2"
W1
10'-4"
4'-4"
SHEET NO:
WEST ELEVATION SCALE
1 4"
= 1'-0"
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S302 DATE: 4/28/2017 PAGE NO: 6 OF 9
KRD QA/QC
CLR
Mesquite, Nevada 89027
W9
EAST/WEST ELEVATIONS
51 E. 1st North Street
W5
APPROVED
CMA DESIGNED
57'
DRAWN
PROJECT NO.
W13
W12
W11
57-15-0026
SCALE 41" = 1'-0"
CMA
28. SEAL ADJACENT MASONRY TO PRECAST CAP
SCALE: N.T.S.
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PICTURE S9
PICTURE S10
PICTURE S11
PICTURE S12
PICTURE S13
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PICTURE S14
PICTURE S15
PICTURE S16
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CITY OF MESQUITE
51 E. 1st North Street
PROJECT NO.
57-15-0026
PICTURE S8
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
P500 DATE: 4/28/2017 PAGE NO: 7 OF 9
KRD
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QA/QC
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Mesquite, Nevada 89027
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PHOTOS - SOUTH
SCALE: N.T.S.
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
PICTURE S7
CLR
PICTURE S6
APPROVED
PICTURE S5
CMA
PICTURE S4
DESIGNED
PICTURE S3
CMA
PICTURE S2
DRAWN
PICTURE S1
PICTURE N8
PICTURE N9
PICTURE N10
PICTURE N11
PICTURE N12
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PICTURE N13
PICTURE N14
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CITY OF MESQUITE
51 E. 1st North Street
PROJECT NO.
PICTURE N7
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
P501 DATE: 4/28/2017 PAGE NO: 8 OF 9
KRD
SCALE: N.T.S.
QA/QC
SCALE: N.T.S.
Mesquite, Nevada 89027
SCALE: N.T.S.
PHOTOS - NORTH
SCALE: N.T.S.
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
SCALE: N.T.S.
CLR
SCALE: N.T.S.
APPROVED
PICTURE N6
CMA
PICTURE N5
DESIGNED
PICTURE N4
CMA
PICTURE N3
DRAWN
PICTURE N2
57-15-0026
PICTURE N1
PICTURE W1
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51 E. 1st North Street
PROJECT NO.
PICTURE W3
PICTURE W4
PICTURE W5
PICTURE W6
PICTURE W7
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CITY OF MESQUITE
PICTURE W2
SHEET NO:
PICTURE W8
PICTURE W9
PICTURE W10
PICTURE W11
PICTURE W12
PICTURE W13
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ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
P502 DATE: 4/28/2017 PAGE NO: 9 OF 9
KRD
PICTURE E11
QA/QC
PICTURE E10
Mesquite, Nevada 89027
PICTURE E9
PHOTOS - EAST / WEST
PICTURE E8
57-15-0026
PICTURE E7
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
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CLR
PICTURE E6
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APPROVED
PICTURE E5
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CMA
PICTURE E4
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DESIGNED
PICTURE E3
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CMA
PICTURE E2
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DRAWN
PICTURE E1
IDAHO OWYHEE MTN. CITY
McDERMIT
DENIO
VYA
NO.
CONTACT
G000 S000 S100 S300 S301 S302 P500 P501 P502
PARADISE VALLEY
WELLS
N
WINNEMUCCA GOLCONDA
CALIFORNIA
CARLIN
ELKO
WENDOVER
GERLACH BATTLE MTN.
SHEET INDEX TITLE COVER SHEET RESTORATION NOTES WALL LAYOUT PLAN SOUTH ELEVATION NORTH ELEVATION EAST / WEST ELEVATIONS PHOTOS - SOUTH PHOTOS - NORTH PHOTOS - EAST / WEST
LOVELOCK
AUSTIN
McGILL
FALLON
VIRGINIA CITY
EUREKA
EASTGATE
KIMBERLY
EAST ELY ELY
RUTH CARSON CITY MINDEN
PROJECT AREA
N
YERINGTON GABBS BABBITT
ROUND MTN.
HAWTHORNE MANHATTAN
WARM SPRINGS TONOPAH
PIOCHE PANACA
GOLDFIELD
CALIENTE
C AL IF O R
N
IA
MESQUITE
BEATTY
STATE OF
MOAPA
NEVADA
ARIZONA
RENO
FERNLEY
UTAH
SPARKS
NORTH LAS VEGAS LAS VEGAS
HENDERSON BOULDER CITY
SEARCHLIGHT
PROJECT LOCATION
VICINITY MAP
FA PROJECT NO. 57-15-0026 MAY 2017 PROJECT LOCATION MAP N.T.S.
840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 PH: 702.346.5713 FAX: 702.346.6390
N.T.S.
CONTRACTOR RESPONSIBILITY FOR THE WORK
THESE GENERAL NOTES ARE TO APPLY TO MASONRY REPAIRS FOR THE HISTORIC GYMNASIUM. THE MASONRY STRUCTURE IS LISTED ON THE NATIONAL HISTORIC REGISTER OF HISTORIC PLACES. THE BUILDING WAS CONSTRUCTED IN THE LATE 1930'S AS PART OF THE PUBLIC WORKS ADMINISTRATION (PWA) PROGRAM. AS SUCH, THE MASONRY RESTORATION WORK SHALL BE COMPLETED IN ACCORDANCE WITH RECOMMENDATIONS FOR PRESERVATION OF HISTORIC STRUCTURES AND REQUIRES CAREFUL ATTENTION TO THE PERIOD SPECIFIC FEATURES OF THE BUILDING.
STABILIZE CRACKS, INCLUDING STAIR-STEP CRACKS IN MORTAR AND CRACKS THROUGH BRICK UNITS, BY INSTALLING STAINLESS STEEL HELIBAR CRACK STITCHES 1/4" IN DIAMETER BY 40" LONG AS MANUFACTURED BY HELIX. PLACE HELIBAR UNITS AT TWO MORTAR BED JOINTS ABOVE AND BELOW THE VISIBLE CRACK AND AT MAXIMUM OF FOUR MORTAR BED JOINT INCREMENTS WHERE THE CRACK IS PRESENT. AT LARGE CRACKS AS NOTED ON THE PLANS, PLACE HELIBAR AT THREE MORTAR BED JOINT SPACING. WHERE EXISTING CRACKS EXTEND TO THE BASE OF WINDOWS OR OTHERWISE EXTEND TO MASONRY BOUNDARIES, THE FIRST HELIBAR SHALL BE PLACED NOT MORE THAN TWO MORTAR BED JOINTS FROM THE END SURFACE.
ALL AREAS WHERE PREVIOUS REPOINTING MORTAR WAS PLACED THAT DOES NOT MATCHING THE ORIGINAL MORTAR COLOR OR TEXTURE (IE. WHERE MORTAR HAD BEEN PAINTED) SHALL BE REPOINTED. REPOINT AREAS WHERE MORTAR HAS DETERIORATED, CRACKED, OR IS MISSING. POINT MORTAR BED JOINTS WHERE CRACK STITCH BARS HAVE BEEN PLACED.
THE SHEET KEY NOTES ATTEMPT TO DOCUMENT THE ITEMS OF REPAIR AND AREAS THAT REQUIRE SPECIAL CONSIDERATION FOR RESTORATION; INCLUDING BUT NOT LIMITED TO REMOVAL OF FOREIGN OBJECTS, CRACK REPAIR, REPOINTING, AND FILLING OF HOLES AND PENETRATIONS. THE KEY NOTES, HOWEVER MAY NOT DOCUMENT EVERY ITEM REQUIRED TO BE ADDRESSED ON THE BUILDING. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE STRUCTURE AND ALL ASPECTS OF THE WORK INDICATED ON THE PLANS, NOTES, AND SPECIFICATIONS.
CLEANING SHALL INCLUDE A COMBINATION OF A CHEMICAL SOLUTION SOFTENING AGENT FOLLOWED BY A HOT WATER RINSE. CLEANING SOLUTION SHALL BE PROSOCO LIGHT DUTY CONCRETE CLEANER USED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. IMPROPER USE OR TOO HIGH OF CONCENTRATION OF CLEANING AGENT CAN REMOVE PIGMENT OR CAUSE OTHER UNWANTED EFFECTS TO THE MASONRY. TEST CLEANING OPERATIONS IN A SMALL, INCONSPICUOUS AREA BEFORE APPLYING TO LARGE WALL AREAS. PROTECT ADJACENT SURFACES INCLUDING BUT NOT LIMITED TO WINDOWS, DOORS, ROOFING MEMBRANES AND FLASHING, AND MECHANICAL SYSTEMS FROM CLEANING PRODUCT.
PRECAST CONCRETE ELEMENTS
MORTAR RECIPE
WATER REPELLENT AND CONSOLIDANT
REPOINTING MORTAR SHALL CLOSELY MATCH THE HARDNESS, COLOR, AND TEXTURE OF THE ORIGINAL MORTAR. PREPARATION OF THE MORTAR RECIPE REQUIRES ADVANCE PLANNING AND TRIAL BATCHES TO ATTAIN THE PROPER CHARACTERISTICS TO MATCH THE ORIGINAL MORTAR.
FOLLOWING ALL REPAIRS AND CLEANING, APPLY TWO "WET ON WET" APPLICATIONS OF PROSOCO H-40 SURE KLEAN WEATHER SEAL AND PROTECTIVE COATING. APPLY BOTH APPLICATIONS WITH A 6 INCH RUN DOWN DURING APPLICATION. FOLLOW MANUFACTURER REQUIREMENTS FOR PREPARATION AND APPLICATION TO ENSURE SUCCESSFUL APPLICATION. COMPLETE A TEST APPLICATION IN A SMALL INCONSPICUOUS LOCATION TO VERIFY COMPATIBILITY OF USE AS THE PRODUCT MAY SLIGHTLY DARKEN THE MASONRY.
THE RECOMMENDED MORTAR RECIPE IS AS FOLLOWS: PORTLAND CEMENT - 1 PART BY VOLUME TYPE 2 HYDRATED LIME - 2 PARTS BY VOLUME WELL GRADED SAND - 9 PARTS BY VOLUME
1
DO NOT APPLY WATER REPELLENT AND CONSOLIDANT TO TERRA COTTA SURFACES. COORDINATE APPLICATION SCHEDULE WITH OWNER TO APPLY WHEN BUILDING IS NOT IN USE
NOTES: 1. WHITE PORTLAND CEMENT OR A COMBINATION OF WHITE AND GRAY PORTLAND CEMENT MAY BE USED TO FACILITATE MATCHING THE DESIRED COLOR. 2.
CAREFUL EVALUATION OF DIFFERENT LOCAL SANDS IS IMPORTANT TO IDENTIFY THE OPTIMAL SAND TO REPLICATE TEXTURE, COLOR, AND COMPRESSIVE STRENGTH.
3.
MINERAL OXIDE PIGMENTS SHALL BE ADDED AS NEEDED TO PROVIDE COLOR TO MATCH THE ORIGINAL MORTAR. CARE SHOULD BE USED IN ADDING PIGMENT AND IT IS RECOMMENDED THAT PIGMENT BE MEASURED BY WEIGHT DUE TO THE SENSITIVITY OF COLORATION CHANGE WITH SMALL DIFFERENCES IN PIGMENT CONTENT.
4.
MORTAR MIXING INSTRUCTION: WHEN MIXING, ADD HALF OF EACH OF THE DRY INGREDIENTS, AND ADD HALF OF THE PIGMENT SLOWLY SO THAT IT MIXES EVENLY INTO THE DRY INGREDIENTS. MIX FOR 5 MINUTES. ADD THE SECOND HALF OF THE DRY INGREDIENTS AND SLOWLY ADD THE SECOND HALF OF THE PIGMENT. MIX FOR FIVE MINUTES SLOWLY ADD FRESH POTABLE WATER INTIL THE MORTAR IS STIFF BUT WORKABLE. MIX FOR 10 TO 15 MINUTES AND ADD SMALL AMOUNTS OF WATER AS NECESSARY TO OBTAIN A STIFF BUT WORKABLE MORTAR.
MORTAR SAMPLES AND MOCKUPS MIX SEVERAL SAMPLES OF MORTAR USING THE MIX RECIPE INDICATED ABOVE. ADD PIGMENTS AT DIFFERING QUANTITY TO MATCH THE ORIGINAL MORTAR COLOR. MAINTAIN ACCURATE RECORDS OF EACH SAMPLE. SAMPLES MAY BE COMPACTED APPROXIMATELY 1/2" DEEP IN A PAPER CUP OR SIMILAR CONTAINER AND ALLOWED TO DRY TWO TO FIVE DAYS. REMOVE SAMPLES AND BREAK INTO TWO PIECES. COMPARE THE BROKEN SURFACE OF THE SAMPLE TO THE ORIGINAL MORTAR COLOR. RECREATE SAMPLES AS NECESSARY TO MATCH THE ORIGINAL COLOR. THE MIX PROPORTIONS OF CEMENT, LIME, AND SAND SHALL NOT BE CHANGED TO MODIFY THE MORTAR COLOR. UPON ACHIEVING AN ACCEPTED AND APPROVED COLOR MATCH, A MINIMUM OF TWO 12" BY 12" MOCKUPS SHALL BE PREPARED IN INCONSPICUOUS LOCATIONS TO TEST THE MORTAR. PREPARE MOCKUPS WITH MATCHING SHAPE AND TEXTURE OF THE ORIGINAL MORTAR. CHECK COLOR COMPARISON AFTER 3 TO 5 DAYS FOLLOWING CURE OF THE MOCKUP AND ADJUST AS NEEDED TO OBTAIN MATCHING MORTAR.
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S001 DATE: 4/28/2017 PAGE NO: 2 OF 9
KRD
PRECAST CONCRETE ACCENTS TYPICALLY HAVE AN OPEN JOINT BETWEEN THE ELEMENT AND THE MASONRY WALL. WOOD FILL/SPACERS ARE PRESENT AT SOME LOCATIONS AND SHALL BE REMOVED FROM THE JOINT. SEAL JOINT WITH REPOINTING MORTAR, PLACE FOAM BACKER ROD WHERE NECESSARY DUE TO JOINT DEPTH AND/OR WIDTH.
QA/QC
PROPERLY CLEAN MASONRY AND PRE-CAST CONCRETE ELEMENTS TO REMOVE SOIL STAINING, HARD WATER DEPOSITS, PAINT DRIPS, EFFLORESCENCE, MOSS, AND OTHER SURFACE CONTAMINANTS. CLEANING THE MASONRY PRIOR TO REPOINTING OR MATCHING OF MORTAR COLOR AS THE TRUE COLOR WILL BE BROUGHT OUT THROUGH THE CLEANING PROCESS.
HOLES AND PENETRATIONS THROUGH THE BRICK SHALL BE FILLED WITH MORTAR COLORED TO MATCH THE BRICK FACING. MORTAR SHALL MATCH THE MORTAR RECIPE BELOW AND SHALL BE PREPARED WITH COLOR SAMPLES TO MATCH THE BRICK, APPLY TO TEST SECTIONS AS INDICATED. PREPARE AND CLEAN HOLES AS NOTED FOR REPOINTING. FOR THROUGH PENETRATIONS INSTALL FOAM BACKER MATERIAL PRIOR TO PREPARATION FOR FILLING THE HOLE AT THE FACE UNIT.
Mesquite, Nevada 89027
CLEAN THE MASONRY
BRICK REPAIR & HOLES AND PENETRATIONS THROUGH BRICK
EXPOSED PORTIONS OF STEEL PLATES ON OR EMBEDDED IN THE MASONRY OR PRECAST ELEMENTS SHALL BE CLEANED TO BARE METAL WITH ABRASIVE WHEEL OR BRUSH TAKING CARE TO NOT ABRADE THE MASONRY. APPLY EXTERIOR COMMERCIAL GRADE PRIMER AND PAINT. COORDINATE PAINT COLOR WITH OWNER.
MASONRY REPAIR NOTES
PAINT COATINGS ON THE MASONRY AND MORTAR SHALL BE REMOVED BY APPLYING PROSOCO HEAVY DUTY PAINT STRIPPER WITH PRESSURIZED HOT WATER RINSE FOLLOWED BY APPLICATION OF PROSOCO SURE CLEAN SURFACE NEUTRALIZATION WITH HOT WATER RINSE AS PER MANUFACTURER RECOMMENDATION.
CLEAN AND REPAINT METAL PIECES POINT THE VOID REMAINING IN THE MORTAR BED JOINT AS PER THE REPOINTING REQUIREMENTS INCLUDING SHAPING AND TEXTURING THE JOINT TO MATCH THE EXISTING MORTAR.
CLR
PREVIOUS JOINT REPAIRS WITH NON-MATCHING MORTAR HAVE BEEN MASKED BY PAINTING THE MORTAR. REMOVE PAINT AND PAINT/STAIN ON MASONRY ADJACENT TO WINDOWS OR OTHER COMPONENTS.
MORTAR SHALL BE PROPERLY CURED BY KEEPING DAMP BUT NOT WET FOR A MINIMUM OF 3 DAYS FOLLOWING PLACEMENT. FAILURE TO MAINTAIN CURING STANDARDS DECREASES THE QUALITY, EFFECTIVENESS, AND LIFE OF THE MORTAR. MORTAR MUST NOT FULLY DRY OUT DURING THE CURING TIME. CURING REQUIREMENTS SHALL BE STRICTLY ENFORCED.
APPROVED
STRIP PAINT AND/OR STAIN FROM MORTAR AND MASONRY ELEMENTS
1
CMA
THE GENERAL ORDER OR SEQUENCE OF WORK FOR THE MASONRY REPAIR SHALL BE AS FOLLOWS IN ACCORDANCE TO PLANS AND NOTES INDICATED HEREIN: 1. STRIP PAINT AND/OR STAIN FROM MORTAR AND MASONRY ELEMENTS 2. CLEAN THE MASONRY 3. REMOVE INSERTS, NAILS, UNUSED ANCHORS, FASTENERS AND UNUSED OBJECTS FROM THE MASONRY 4. COMPLETE CRACK REPAIR, REPAIR HOLES, AND REPOINT 5. CLEAN AND PAINT METAL PIECES TO REMAIN ON BUILDING 6. SEAL AROUND PRECAST CONCRETE ELEMENTS 7. APPLY WATER REPELLENT AND CONSOLIDANT
WHERE LARGE CRACKS PROPOGATE THROUGH THE BRICK, THE CRACK THROUGH THE BRICK SHALL BE FILLED WITH MORTAR AS INDICATED IN THE BRICK REPAIR & HOLES AND PENETRATIONS THROUGH BRICK SECTION BELOW.
CURING MORTAR
DESIGNED
GENERAL ORDER OF THE WORK
WHERE SMALL CRACKS PROPAGATE THROUGH THE BRICK, REPAIR BRICK WITH A TWO PART EPOXY RESIN TAKING CARE TO ENSURE THAT THE EPOXY DOES NOT CONTAMINATE THE FACE OF THE MASONRY. THE REPAIR PRODUCT AND VISCOSITY OF THE EPOXY TO BE DETERMINED BY CRACK WIDTH. TEST PRODUCT AT AN INCONSPICUOUS LOCATION TO ENSURE COMPATIBILITY FOR THE WORK.
TEXTURE THE MORTAR JOINT BY BEATING WITH A NON-METALIC STIFF BRISTLED BRUSH AFTER THE MORTAR HAS ACHIEVED AN INITIAL SET TO A DAMP, SAND-CASTLE CONSISTENCY SUCH THAT IT DOES NOT SMEAR OR SQUISH OUT WHEN BEATING WITH THE BRUSH. AT THE CORRECT CONSISTENCY, 5 TO 8 HITS WITH THE STIFF BRISTLED BRUSH SHOULD CREATE A TEXTURE TO MATCH THE EXISTING WEATHERED MORTAR.
51 E. 1st North Street
ALL MATERIALS AND PRODUCTS TO BE USED ON THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL IN ACCORDANCE WITH THE GENERAL CONDITIONS FOR SHOP DRAWINGS PRIOR TO USE ON THE PROJECT. ALL PRODUCTS AND MATERIALS SHALL BE USED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TESTS SHALL BE COMPLETED ON SMALL INCONSPICUOUS AREAS OF THE BUILDING PRIOR TO GENERAL USE ON THE PROJECT.
CLEAN MORTAR SMEARS FROM THE BRICK FACE WITH A MASONRY SPONGE BEFORE SMEARS DRY ON THE MASONRY.
PLACE GROUT INTO THE BACK OF THE SLOT AND PRESS HELIBAR CRACK STITCH BAR INTO THE WET GROUT, INJECT SECOND BEAD OF GROUT INTO THE PREPARED SLOT AND AGAINST THE CRACK STITCH BAR WHILE FIRST GROUT IS STILL WET AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. KEEP THE HARDENED GROUT WET FOR A MINIMUM OF TWO TO THREE DAYS.
CMA
MATERIAL AND PRODUCT SUBMITTALS
FILL THE BACK HALF OF THE PREPARED JOINT WITH REPOINTING MORTAR AND FIRMLY COMPACT IN PLACE AGAINST THE EXISTING MORTAR. ALLOW TO SET FOR 48 HOURS WHILE KEEPING THE MORTAR DAMP. AFTER 48 HOURS, RE-WET THE JOINT AND FILL THE REMAINING JOINT SPACE TO THE PROFILE DEPTH.
DRAWN
REFER TO SECTION 8 OF THE PROJECT GENERAL CONDITIONS FOR SUBSTITUTIONS FOR MATERIALS OR EQUIPMENT IDENTIFIED ON THE DRAWINGS OR SPECIFICATIONS BY REFERENCE TO BRAND NAME, PRODUCT, OR CATALOG NUMBER. IT SHALL BE UNDERSTOOD THAT THIS IS REFERENCED FOR THE PURPOSE OF DEFINING THE PERFORMANCE OR OTHER SALIENT REQUIREMENTS AND THAT OTHER PRODUCTS OF EQUAL CAPACITIES, QUALITY, AND FUNCTION SHALL BE CONSIDERED. APPROVAL IS SUBJECT TO ACCEPTANCE BY THE ENGINEER AND AS INDICATED IN THE GENERAL CONDITIONS.
CLEAN SLOT WITH COMPRESSED AIR AND FLUSH WITH WATER THOROUGHLY. PREPARED MORTAR JOINT SHALL BE THOROUGHLY WETTED AT TOP BOTTOM AND SIDES PRIOR TO PLACING HELIBOND GROUT, MANUFACTURED BY HELIFIX. DEPENDING ON THE ABSORBENCY OF THE BRICK TWO TO THREE WETTINGS SEVERAL MINUTES APART MAY BE REQUIRED TO OBTAIN A SATURATED SURFACE DAMP CONDITION. PRE-WET THE PREPARED MORTAR JOINT ONE TO THREE MINUTES BEFORE PLACING THE GROUT.
CITY OF MESQUITE
SUBSTITUTIONS
PRE-WET ORIGINAL BRICK AND MORTAR 15 TO 30 MINUTES BEFORE APPLYING REPOINTING MORTAR TO LIMIT WATER ABSORPTION FROM THE MORTAR INTO THE EXISTING MASONRY. AT TIME OF MORTAR APPLICATION THE EXISTING BRICK SHOULD BE DAMP, BUT NOT HAVE STANDING WATER ON IT.
57-15-0026
CONTRACTOR SHALL VERIFY AND FOLLOW REGULATORY REQUIREMENTS FOR COLLECTION AND DISPOSAL OF WASTE WATER.
WHERE CRACKS ARE LOCATED NEAR A CORNER THE CRACK STITCH BAR SHALL BE WRAPPED AROUND THE CORNER IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. FOLLOW MANUFACTURER RECOMMENDATIONS FOR SLOT DEPTH, HOWEVER, SLOT DEPTH SHALL NOT BE LESS THAN 1-1/2 INCHES. REMOVE ALL MORTAR OFF THE TOP AND BOTTOM OF THE BRICK IN THE JOINT AND SQUARE CUT THE ENDS OF THE SLOT AT A 90 DEGREE ANGLE TO THE FACE OF THE WALL.
PROJECT NO.
THE CONTRACTOR SHALL VERIFY AND BECOME FAMILIAR WITH THE EXISTENCE OF ANY ELECTRICAL CONDUIT, LINES, OR UTILITIES IN OR ADJACENT TO THE CONTRACT WORK BEFORE CONTRACTOR'S WORK BEGINS. WHILE PERFORMING WORK ADJACENT TO THE EXISTING UTILITIES, SAFEGUARD ALL SERVICES AND UTILITIES THAT WILL BE AFFECTED BY THE WORK OF THIS CONTRACT.
MORTAR JOINTS FOR REPOINTING SHALL BE CLEANED OUT A MINIMUM OF 1 INCH AND AS REQUIRED TO ACHIEVE SOUND EXISTING MORTAR. REMOVE MORTAR FROM TOP, SIDES, AND BOTTOM OF EACH BRICK WITHOUT CHIPPING, GRINDING OR OTHERWISE DAMAGING THE EXISTING BRICK. ENDS AND CORNERS OF MASONRY JOINTS SHALL BE RAKED OUT TO A 90 DEGREE ANGLE. THOROUGHLY CLEAN DUST AND DEBRIS FROM THE JOINT WITH COMPRESSED AIR OR VACUUM AND LIGHTLY FLUSH WITH LOW PRESSURE WATER.
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
REPOINTING MORTAR JOINTS
CLR 5/19/17
CRACK REPAIR
REVIEW COMMENTS
GENERAL NOTES
PROJECT NO.
11'-4"
14'-4"
14'-4" 28' 7'-2" 11' 7'-2"
81'-4"
28' 2'-4"
SOUTH ELEVATION
WALL LAYOUT PLAN
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
Mesquite, Nevada 89027
14'-4"
SCALE 1/8" = 1'-0" SHEET NO:
S100
DATE: 4/28/2017 PAGE NO: 3 OF 9
QA/QC
APPROVED
DESIGNED
KRD
CLR
CMA
CMA
1
REVIEW COMMENTS
CLR 5/19/17
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
2'-4"
DRAWN
14'-4"
57-15-0026
1
WALL LAYOUT PLAN
2'-4"
EAST ELEVATION
48'-4"
2'-4"
51 E. 1st North Street
10'-4"
NORTH ELEVATION
CITY OF MESQUITE
4'-8"
WEST ELEVATION 1
3.
TERRA COTTA - CLEAN TERRA COTTA AND REPOINT MORTAR JOINTS AS NEEDED. REPAIR OF CHIPPED TERRA COTTA REQUIRES SPECIALTY INVESTIGATIVE WORK TO DETERMINE REPAIR MATERIALS AND IS NOT IN THE CONTRACTED WORK. SEE GENERAL ORDER OF THE WORK ON SHEET S001 AND SUBSEQUENT REPAIR/RESTORATION REQUIREMENTS.
22. NOT USED
THE STUCCO INFILL AT WINDOWS ON THE EAST, WEST, AND NORTH SIDES IT TO REMAIN IN PLACE AND SHALL BE PROTECTED AS NEEDED DURING THE RESTORATION WORK. COORDINATE WITH OWNER AS NEEDED.
23. PLUMBING VENT - CLEAN AND PAINT WITH PRIMER AND BLACK PAINT
3. REPOINT MASONRY AND REPAIR DAMAGED BRICK 4. LARGE CRACK REPAIR
24. CONDUIT AND CHANNEL - REMOVE IF NOT IN USE AND REPAIR MASONRY
5. SMALL CRACK REPAIR
25. SEAL GAP BETWEEN MASONRY AND PRECAST CAP
6. STEEL / LINTEL / CONDUIT REPAIR, CLEAN AND PAINT
26. STEEL PLATE CLEAN AND PAINT, RE-SET MASONRY AT PLATE AS REQUIRED
7. BROKEN MORTAR / DETERIORATED BRICK(S) REPOINT / REPAIR BRICK
27. MOSS - CLEAN AND SEAL
8. REMOVE PAINT / MISMATCHED MORTAR - REPOINT
28. SEAL ADJACENT MASONRY TO PRECAST CAP
9. FILL HOLE(S) IN BRICK 10. CHIPPED TERRA COTTA TILE - SEE GENERAL NOTE ON SHEET S300. 11. NOT USED 12. FOUNDATION WALL REPAIR - CLEAN REBAR, PATCH WITH CONCRETE PATCH PRODUCT 13. CONDUIT / HOSE SPIGOT - REMOVE IF NOT IN USE AND FILL HOLE 14. REMOVE MASONRY INSERT - FILL HOLE
4.
CLR 5/19/17
2. EQUIPMENT / ITEM REMOVED BY CITY - FILL ANCHOR HOLES / REPOINT WHERE REQUIRED
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
2.
KEY NOTES ARE PROVIDED TO EMPHASIZE THE WORK ITEMS AND GENERAL AREAS THAT REQUIRE ATTENTION AS PART OF THE EXTERIOR BUILDING RESTORATION. KEY NOTES SHOWN ON THE PLANS MAY NOT INDICATE EVERY DEFICIENCY OR LOCATION WHERE A REFERENCED REPAIR OR RESTORATION EFFORT IS NEEDED.
21. REPAIR CRACKED STUCCO AND PAINT ENTRY CEILING WHITE, CLEAN STUCCO FROM MASONRY
REVIEW COMMENTS
1.
KEYED NOTES: 1. REMOVE NAIL - FILL HOLE IN MORTAR OR BRICK
1
GENERAL
15. BRICK MISSING OR DETERIORATED - REPAIR BRICK, OR REPLACE WITH BRICK MATCHING COLOR, TEXTURE AND TYPE SUBJECT TO OWNER APPROVAL (OWNER IS NOT CURRENTLY AWARE OF A MATCHING LOCALLY AVAILABLE BRICK.)
1
16. DETERIORATED WALL CONDITION - REPOINT 17. REMOVE CAULKING ON MASONRY AROUND WINDOWS 18. ENTRY CEILING - CLEAN LIGHT, PRIME AND PAINT CEILING WHITE 19. CHIPPED CORNER JOINT IN TERRA COTTA - REPOINT 20. ELECTRICAL OUTLET - COORDINATE WORK TO ENSURE SAFETY
S13
S14
81'-4" 27'-4"
S1
S12 TYP.
TYP.
1'
3'
2'-8"
S7 S3
14'-4" 8"
1'-8" 1'-6"
7'-8"
S8
S9
1'-8"
2'-8" 1'-6"
80'
S5
3'
S10
1'
26'-4"
S15
S11
14'-4" 8"
114'-8"
SOUTH ELEVATION SCALE 41" = 1'-0"
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S300 DATE: 4/28/2017 PAGE NO: 4 OF 9
KRD
CLR
2'-4"
CITY OF MESQUITE
26'-4"
Mesquite, Nevada 89027
CLR 51 E. 1st North Street
TYP.
2'-4" S2
CMA
TYP.
SOUTH ELEVATION
18'-6"
TYP.
QA/QC
TYP.
APPROVED
PROJECT NO.
S16
DESIGNED
25'-4"
DRAWN
3'
S6 27'-4"
57-15-0026
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
CMA
S4
2. EQUIPMENT / ITEM REMOVED BY CITY - FILL ANCHOR HOLES / REPOINT WHERE REQUIRED
22. NOT USED
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
21. REPAIR CRACKED STUCCO AND PAINT ENTRY CEILING WHITE, CLEAN STUCCO FROM MASONRY
CLR 5/19/17
KEYED NOTES: 1. REMOVE NAIL - FILL HOLE IN MORTAR OR BRICK
23. PLUMBING VENT - CLEAN AND PAINT WITH PRIMER AND BLACK PAINT
3. REPOINT MASONRY AND REPAIR DAMAGED BRICK
24. CONDUIT AND CHANNEL - REMOVE IF NOT IN USE AND REPAIR MASONRY
5. SMALL CRACK REPAIR
REVIEW COMMENTS
4. LARGE CRACK REPAIR
25. SEAL GAP BETWEEN MASONRY AND PRECAST CAP
6. STEEL / LINTEL / CONDUIT REPAIR, CLEAN AND PAINT
26. STEEL PLATE CLEAN AND PAINT, RE-SET MASONRY AT PLATE AS REQUIRED
7. BROKEN MORTAR / DETERIORATED BRICK(S) REPOINT / REPAIR BRICK
27. MOSS - CLEAN AND SEAL
8. REMOVE PAINT / MISMATCHED MORTAR - REPOINT
28. SEAL ADJACENT MASONRY TO PRECAST CAP
9. FILL HOLE(S) IN BRICK
1
10. CHIPPED TERRA COTTA TILE - SEE GENERAL NOTE ON SHEET S300. 11. NOT USED 12. FOUNDATION WALL REPAIR - CLEAN REBAR, PATCH WITH CONCRETE PATCH PRODUCT 13. CONDUIT / HOSE SPIGOT - REMOVE IF NOT IN USE AND FILL HOLE 14. REMOVE MASONRY INSERT - FILL HOLE 15. BRICK MISSING OR DETERIORATED - REPAIR BRICK, OR REPLACE WITH BRICK MATCHING COLOR, TEXTURE AND TYPE SUBJECT TO OWNER APPROVAL (OWNER IS NOT CURRENTLY AWARE OF A MATCHING LOCALLY AVAILABLE BRICK.)
1
16. DETERIORATED WALL CONDITION - REPOINT 17. REMOVE CAULKING ON MASONRY AROUND WINDOWS 18. ENTRY CEILING - CLEAN LIGHT, PRIME AND PAINT CEILING WHITE 19. CHIPPED CORNER JOINT IN TERRA COTTA - REPOINT 20. ELECTRICAL OUTLET - COORDINATE WORK TO ENSURE SAFETY
81'-4"
N13 16'-8"
TYP.
18'-6"
18'-6"
20'
TYP.
6'
4' 2'-4"
N2
20'
6'
5'
N6
4'
N916'
16'
N10 16'
5'
N12
6'
N1420'
2'-4"
114'-8"
NORTH ELEVATION SCALE 41" = 1'-0"
CITY OF MESQUITE
23'-8"
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S301 DATE: 4/28/2017 PAGE NO: 5 OF 9
KRD QA/QC
N1
51 E. 1st North Street
PROJECT NO.
TYP.
Mesquite, Nevada 89027
TYP.
NORTH ELEVATION
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
APPROVED
N3
CLR
14'-4"
CMA
N11
DESIGNED
N8
CMA
48'
DRAWN
N7
57-15-0026
5'-2"
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
N5
16'-8"
5'-2"
N4
14'-4"
KEYED NOTES: 1. REMOVE NAIL - FILL HOLE IN MORTAR OR BRICK
E11
2. EQUIPMENT / ITEM REMOVED BY CITY - FILL ANCHOR HOLES / REPOINT WHERE REQUIRED
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
E10
CLR 5/19/17
57'
3. REPOINT MASONRY AND REPAIR DAMAGED BRICK 4. LARGE CRACK REPAIR
E9 5'-2"
6. STEEL / LINTEL / CONDUIT REPAIR, CLEAN AND PAINT
E7
E3
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
REVIEW COMMENTS
5. SMALL CRACK REPAIR
7. BROKEN MORTAR / DETERIORATED BRICK(S) REPOINT / REPAIR BRICK 8. REMOVE PAINT / MISMATCHED MORTAR - REPOINT 10. CHIPPED TERRA COTTA TILE - SEE GENERAL NOTE ON SHEET S300.
E5
11. NOT USED
E8
14. REMOVE MASONRY INSERT - FILL HOLE
1
15. BRICK MISSING OR DETERIORATED - REPAIR BRICK, OR REPLACE WITH BRICK MATCHING COLOR, TEXTURE AND TYPE SUBJECT TO OWNER APPROVAL (OWNER IS NOT CURRENTLY AWARE OF A MATCHING LOCALLY AVAILABLE BRICK.)
18'-6"
17'-3"
12. FOUNDATION WALL REPAIR - CLEAN REBAR, PATCH WITH CONCRETE PATCH PRODUCT 13. CONDUIT / HOSE SPIGOT - REMOVE IF NOT IN USE AND FILL HOLE
TYP.
TYP.
1
1'-3"
9. FILL HOLE(S) IN BRICK
16. DETERIORATED WALL CONDITION - REPOINT
E4 12'-2"
17. REMOVE CAULKING ON MASONRY AROUND WINDOWS
10'
18. ENTRY CEILING - CLEAN LIGHT, PRIME AND PAINT CEILING WHITE
8'
19. CHIPPED CORNER JOINT IN TERRA COTTA - REPOINT 20. ELECTRICAL OUTLET - COORDINATE WORK TO ENSURE SAFETY
TYP.
21. REPAIR CRACKED STUCCO AND PAINT ENTRY CEILING WHITE, CLEAN STUCCO FROM MASONRY 22. NOT USED
18'-2" 10'-4"
4'-4"
E1
23. PLUMBING VENT - CLEAN AND PAINT WITH PRIMER AND BLACK PAINT
26'-2"
4' 48'-4"
24. CONDUIT AND CHANNEL - REMOVE IF NOT IN USE AND REPAIR MASONRY
11'-4"
E6
25. SEAL GAP BETWEEN MASONRY AND PRECAST CAP 26. STEEL PLATE CLEAN AND PAINT, RE-SET MASONRY AT PLATE AS REQUIRED
E2
27. MOSS - CLEAN AND SEAL
EAST ELEVATION
1'-3"
W3
5'-2"
PROTECT LOWER LEVEL TPO ROOF SYSTEM, TYP.
W6
TYP.
TYP.
W10
TYP.
W2
TYP.
5'-8"
W8
CITY OF MESQUITE
12'-2"
17'-3"
6'-6"
18'-6"
W7
22'-2" 11'-4"
4' 48'-4"
W4
22'-2"
W1
10'-4"
4'-4"
SHEET NO:
WEST ELEVATION SCALE
1 4"
= 1'-0"
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
S302 DATE: 4/28/2017 PAGE NO: 6 OF 9
KRD QA/QC
CLR
Mesquite, Nevada 89027
W9
EAST/WEST ELEVATIONS
51 E. 1st North Street
W5
APPROVED
CMA DESIGNED
57'
DRAWN
PROJECT NO.
W13
W12
W11
57-15-0026
SCALE 41" = 1'-0"
CMA
28. SEAL ADJACENT MASONRY TO PRECAST CAP
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
PICTURE S9
PICTURE S10
PICTURE S11
PICTURE S12
PICTURE S13
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
PICTURE S14
PICTURE S15
PICTURE S16
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
CITY OF MESQUITE
51 E. 1st North Street
PROJECT NO.
57-15-0026
PICTURE S8
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
P500 DATE: 4/28/2017 PAGE NO: 7 OF 9
KRD
SCALE: N.T.S.
QA/QC
SCALE: N.T.S.
Mesquite, Nevada 89027
SCALE: N.T.S.
PHOTOS - SOUTH
SCALE: N.T.S.
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
PICTURE S7
CLR
PICTURE S6
APPROVED
PICTURE S5
CMA
PICTURE S4
DESIGNED
PICTURE S3
CMA
PICTURE S2
DRAWN
PICTURE S1
PICTURE N8
PICTURE N9
PICTURE N10
PICTURE N11
PICTURE N12
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
PICTURE N13
PICTURE N14
SCALE: N.T.S.
SCALE: N.T.S.
CITY OF MESQUITE
51 E. 1st North Street
PROJECT NO.
PICTURE N7
SHEET NO:
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
P501 DATE: 4/28/2017 PAGE NO: 8 OF 9
KRD
SCALE: N.T.S.
QA/QC
SCALE: N.T.S.
Mesquite, Nevada 89027
SCALE: N.T.S.
PHOTOS - NORTH
SCALE: N.T.S.
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
SCALE: N.T.S.
CLR
SCALE: N.T.S.
APPROVED
PICTURE N6
CMA
PICTURE N5
DESIGNED
PICTURE N4
CMA
PICTURE N3
DRAWN
PICTURE N2
57-15-0026
PICTURE N1
PICTURE W1
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
51 E. 1st North Street
PROJECT NO.
PICTURE W3
PICTURE W4
PICTURE W5
PICTURE W6
PICTURE W7
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
CITY OF MESQUITE
PICTURE W2
SHEET NO:
PICTURE W8
PICTURE W9
PICTURE W10
PICTURE W11
PICTURE W12
PICTURE W13
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
ATTENTION LINE IS 2 INCHES AT FULL SIZE
(IF NOT 2"- SCALE ACCORDINGLY)
FOR CONSTRUCTION
P502 DATE: 4/28/2017 PAGE NO: 9 OF 9
KRD
PICTURE E11
QA/QC
PICTURE E10
Mesquite, Nevada 89027
PICTURE E9
PHOTOS - EAST / WEST
PICTURE E8
57-15-0026
PICTURE E7
NO. REVISIONS BY DATE This document or any part thereof in detail or design 840 PINNACLE COURT, STE. 5B, MESQUITE, NV 89027 concept is the property of Forsgren Associates Inc. and PH: 702.346.5713 FAX: 702.346.6390 shall not be copied without the written authorization of Forsgren Associates Inc.
SCALE: N.T.S.
CLR
PICTURE E6
SCALE: N.T.S.
APPROVED
PICTURE E5
SCALE: N.T.S.
CMA
PICTURE E4
SCALE: N.T.S.
DESIGNED
PICTURE E3
SCALE: N.T.S.
CMA
PICTURE E2
SCALE: N.T.S.
DRAWN
PICTURE E1
