TUIN_231534_FINAL_CD_PLANS_2_OF_4_BASE_BID_ROMORNO_1.pdf
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AutoCAD SHX Text STRUCTURAL GENERAL NOTES 1. GENERAL GENERAL a. PROVIDE CONSTRUCTION CONFORMING TO THE 2021 INTERNATIONAL BUILDING CODE AND THE PROVIDE CONSTRUCTION CONFORMING TO THE 2021 INTERNATIONAL BUILDING CODE AND THE 2021 INTERNATIONAL EXISTING BUILDING CODE WITH THE LATEST STATE AMENDMENTS. REFERENCE TO OTHER STANDARDS, SPECIFICATIONS, OR CODES MEANS THE LATEST STANDARD OR CODE PUBLISHED AND ADOPTED. b. THE STRUCTURAL GENERAL NOTES APPLY EXCEPT WHERE INDICATED OTHERWISE ON THE THE STRUCTURAL GENERAL NOTES APPLY EXCEPT WHERE INDICATED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS. A DETAIL SHOWN FOR ONE CONDITION APPLIES FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY INDICATED ON THE DRAWINGS. c. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. NOTIFY THE CONTRACTING OFFICER, IN WRITING, OF ANY DISCREPANCY. d. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, AND ALL OTHER MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. e. COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, CIVIL, COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, CIVIL, AND ALL OTHER CONSULTANTS. NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY CONFLICT AND/OR OMISSION. f. DO NOT MAKE SHOP DRAWINGS USING REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR DO NOT MAKE SHOP DRAWINGS USING REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR REFERENCING THE CONTRACT DOCUMENTS.
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3. STRUCTURAL LUMBER a. UNLESS NOTED OTHERWISE, PROVIDE: UNLESS NOTED OTHERWISE, PROVIDE: #1 GRADE SOUTHERN YELLOW PINE (SYP) OR EQUIVALENT FOR HEADERS, BEAMS, AND GIRDERS. #2 GRADE SOUTHERN YELLOW PINE (SYP) OR EQUIVALENT FOR STUDS, JOISTS AND RAFTERS. #1 SPRUCE-PINE-FIR (SPF) (NOT SPF-S) FOR PLATES, AS WELL AS MISCELLANEOUS FRAMING AND BLOCKING b. PROVIDE AMERICAN PLYWOOD ASSOCIATION (APA) RATED SHEATHING WITH AN EXPOSURE PROVIDE AMERICAN PLYWOOD ASSOCIATION (APA) RATED SHEATHING WITH AN EXPOSURE CLASSIFICATION OF EXPOSURE 1, UNLESS NOTED OTHERWISE. REFER TO THE CONSTRUCTION DOCUMENTS FOR THICKNESS AND SPAN RATING. STORE STRUCTURAL SHEATHING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. c. PROVIDE LAMINATED VENEER LUMBER (LVL) BEAMS WITH A MINIMUM ALLOWABLE BENDING STRESS PROVIDE LAMINATED VENEER LUMBER (LVL) BEAMS WITH A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 2850 PSI AND A MINIMUM MODULUS OF ELASTICITY (E) OF 2000 KSI.
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5. REINFORCED CONCRETE a. ALL CONCRETE SHALL BE NORMAL WEIGHT 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS ALL CONCRETE SHALL BE NORMAL WEIGHT 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE. PROVIDE CONCRETE WITH MAXIMUM WATER-TO-CEMENTITIOUS MATERIAL MATERIALS RATIO OF 0.50. b. THE USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS NOT PERMITTED. THE USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS NOT PERMITTED. c. PLACE CONCRETE AT A SLUMP OF 5” ± 1”.PLACE CONCRETE AT A SLUMP OF 5” ± 1”.± 1”..
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6. FOUNDATIONS FOUNDATIONS a. THE DESIGN OF FOUNDATIONS, RETAINING WALLS, AND SLABS-ON-GRADE IS BASED ON THE THE DESIGN OF FOUNDATIONS, RETAINING WALLS, AND SLABS-ON-GRADE IS BASED ON THE FOLLOWING PRESUMED CRITERIA: ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF 2000 PSF EQUIVALENT LATERAL FLUID PRESSURE - ACTIVE CASE: 40 PSF/FT 40 PSF/FT EQUIVALENT LATERAL FLUID PRESSURE - AT-REST CASE: 60 PSF/FT 60 PSF/FT EQUIVALENT LATERAL FLUID PRESSURE - PASSIVE CASE: 150 PSF/FT 150 PSF/FT COEFFICIENT OF SLIDING FRICTION: 0.25 0.25 SOIL DENSITY: 110 PCF 110 PCF ADDITIONAL RECOMMENDATIONS AND CRITERIA ARE PROVIDED IN THE GEOTECHNICAL REPORTS DATED FEBRUARY 5, 2021, PROVIDED BY GEOHYDRO ENGINEERS. b. A GEOTECHNICAL ENGINEER MUST VERIFY THE CONDITION AND/OR ADEQUACY OF ALL A GEOTECHNICAL ENGINEER MUST VERIFY THE CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS PRIOR TO THE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, ETC. c. IF ANY INTERFERENCE APPEARS BETWEEN EXISTING FOUNDATIONS AND THE SPECIFIED DESIGN, IF ANY INTERFERENCE APPEARS BETWEEN EXISTING FOUNDATIONS AND THE SPECIFIED DESIGN, NOTIFY THE CONTRACTING OFFICER SO THAT THE FOUNDATIONS MAY BE REDESIGNED AS REQUIRED.
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7. DESIGN LOADS a. LIVE LOADS: LIVE LOADS: LOWER LEVEL SLAB ON GROUND: 100 PSF 100 PSF PSF UPPER LEVEL EXHIBIT SPACE: GIRDER 80 PSF 80 PSF PSF JOISTS 100 PSF 100 PSF PSF ROOF : 20 PSF : 20 PSF 20 PSF PSF b. DEAD LOADS: DEAD LOADS: UPPER LEVEL EXHIBIT SPACE: SLAB 30 PSF 30 PSF JOISTS 3 PSF 3 PSF CEILING 2.7 PSF 2.7 PSF SPRINKLER 3 PSF 3 PSF MEP 1.3 PSF 1.3 PSF TOTAL 40 PSF 40 PSF c. WIND DESIGN DATA: WIND DESIGN DATA: EXISTING BUILDING ENVELOPE IS NOT BEING ENLARGED AND WIND RESISTING SYSTEM IS NOT BEING REDUCED. NO CHANGES TO STRUCTURE ARE NECESSARY OR BEING MADE IN THIS RENOVATION. A. RISK CATEGORY: CATEGORY II RISK CATEGORY: CATEGORY II CATEGORY II B. EXPOSURE CATEGORY: EXPOSURE B EXPOSURE CATEGORY: EXPOSURE B EXPOSURE B C. ULTIMATE WIND SPEED (3 SECOND GUST), VULT: 110 MPH ULTIMATE WIND SPEED (3 SECOND GUST), VULT: 110 MPH ULT: 110 MPH : 110 MPH 110 MPH D. NOMINAL WIND SPEED, VASD: 89 MPH NOMINAL WIND SPEED, VASD: 89 MPH ASD: 89 MPH : 89 MPH 89 MPH E. ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING ENCLOSED BUILDING F. INTERNAL PRESSURE COEFFICIENT: ± 0.18 INTERNAL PRESSURE COEFFICIENT: ± 0.18 ± 0.18 d. SEISMIC DESIGN DATA: SEISMIC DESIGN DATA: A. EXISTING BUILDING ENVELOPE IS NOT BEING ENLARGED AND SEISMIC RESISTING SYSTEM IS NOT BEING EXISTING BUILDING ENVELOPE IS NOT BEING ENLARGED AND SEISMIC RESISTING SYSTEM IS NOT BEING REDUCED. NO CHANGES TO STRUCTURE ARE NECESSARY OR BEING MADE IN THIS RENOVATION. B. THIS BUILDING IS NOT DESIGNATED FOR AN OCCUPANCY BASED PERFORMANCE OBJECTIVE AND IS THIS BUILDING IS NOT DESIGNATED FOR AN OCCUPANCY BASED PERFORMANCE OBJECTIVE AND IS THEREFORE EXEMPT FROM ICSSC RECOMMENDED PRACTICE , (RP8), IN ACCORDANCE WITH SECTION 1.3.B. C. RISK CATEGORY: CATEGORY II RISK CATEGORY: CATEGORY II CATEGORY II D. SEISMIC IMPORTANCE FACTOR: I = 1.0 SEISMIC IMPORTANCE FACTOR: I = 1.0 E. MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.124 MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.124 S1 = 0.074 F. SITE CLASS: D SITE CLASS: D G. SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.133 SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.133 Sd1 = 0.118 H. SEISMIC DESIGN CATEGORY: B SEISMIC DESIGN CATEGORY: B I. BASIC SEISMIC FORCE RESISTING SYSTEM: PLAIN UNREINFORCED CLAY MASONRY SHEAR BASIC SEISMIC FORCE RESISTING SYSTEM: PLAIN UNREINFORCED CLAY MASONRY SHEAR WALLS. J. RESPONSE MODIFICATION FACTOR: R = 2 RESPONSE MODIFICATION FACTOR: R = 2 K. SEISMIC RESPONSE COEFFICIENT: Cs = 0.066 SEISMIC RESPONSE COEFFICIENT: Cs = 0.066 L. DESIGN BASE SHEAR: V = 12.0 K DESIGN BASE SHEAR: V = 12.0 K M. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE e. SNOW LOADS SNOW LOADS 1. GROUND SNOW LOAD: PG = 5 PSF GROUND SNOW LOAD: PG = 5 PSF PG = 5 PSF 2. SNOW LOAD IMPORTANCE FACTOR: I = 1.0 SNOW LOAD IMPORTANCE FACTOR: I = 1.0 3. SNOW EXPOSURE FACTOR: CE = 1.0 SNOW EXPOSURE FACTOR: CE = 1.0 4. THERMAL FACTOR: CT = 1.0 THERMAL FACTOR: CT = 1.0 5. FLAT-ROOF SNOW LOAD: PF = 5 PSF FLAT-ROOF SNOW LOAD: PF = 5 PSF
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4. MASONRY a. SEE ARCHITECTURAL AND SPECIFICATIONS SEE ARCHITECTURAL AND SPECIFICATIONS
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2. EXISTING CONDITIONS EXISTING CONDITIONS a. RENOVATION OF EXISTING STRUCTURES REQUIRES THOROUGH COORDINATION OF THE CONTRACT RENOVATION OF EXISTING STRUCTURES REQUIRES THOROUGH COORDINATION OF THE CONTRACT DOCUMENTS WITH EXISTING CONDITIONS. THE CONTRACTOR MUST VERIFY ALL RELEVANT EXISTING CONDITIONS, DIMENSIONS, AND DETAILS PRIOR TO BEGINNING CONSTRUCTION. REPORT ANY DEVIATIONS FROM CONDITIONS OR DIMENSIONS SHOWN ON THE CONTRACT DOCUMENTS TO THE CONTRACTING OFFICER FOR REVIEW OF THE DESIGN AND POSSIBLE REVISION OF THE CONTRACT DOCUMENTS. b. THE NATURE OF STRUCTURAL DEMOLITION AND STABILIZATION IS INHERENTLY UNCERTAIN. THE THE NATURE OF STRUCTURAL DEMOLITION AND STABILIZATION IS INHERENTLY UNCERTAIN. THE EXACT CONDITION AND CAPACITY OF EACH STRUCTURAL ELEMENT CANNOT BE VERIFIED PRIOR TO THE COMMENCEMENT OF WORK. AS A RESULT, IT IS IMPERATIVE TO REPORT ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS, AS WELL AS ANY ELEMENT OF QUESTIONABLE STRUCTURAL INTEGRITY IMMEDIATELY TO THE CONTRACTING OFFICER FOR REVIEW. c. NO ATTEMPT HAS BEEN MADE TO DEFINE EACH SPECIFIC STRUCTURAL ELEMENT THAT MUST BE NO ATTEMPT HAS BEEN MADE TO DEFINE EACH SPECIFIC STRUCTURAL ELEMENT THAT MUST BE REMOVED, ENHANCED, OR REPLACED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE CONDITION OF INDIVIDUAL ELEMENTS, PARTICULARLY RAFTERS, JOISTS, CONNECTION HARDWARE, AND STRUCTURAL BRICK, TO DETERMINE WHICH ELEMENTS CAN BE SALVAGED, WHICH ELEMENTS MUST BE REPLACED, AND WHICH ELEMENTS ARE QUESTIONABLE. THE CONTRACTOR SHOULD CONSULT WITH THE CONTRACTING OFFICER TO DETERMINE THE APPROPRIATE PROCEDURE FOR HANDLING ELEMENTS IN QUESTIONABLE CONDITION. d. DIMENSIONS OF OR TO EXISTING ELEMENTS SHOWN ON DESIGN DRAWINGS MAY NOT BE DIMENSIONS OF OR TO EXISTING ELEMENTS SHOWN ON DESIGN DRAWINGS MAY NOT BE ACCURATE TO NECESSARY CONSTRUCTION TOLERANCES. CONTRACTOR TO VERIFY CONDITIONS IN FIELD AND COORDINATE WITH DESIGN DRAWINGS, PARTICULARLY FOR ELEMENTS THAT WILL BE FABRICATED OFF-SITE.
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DESIGNED:
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SHEET SPECIFIC NOTES
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1. SHEET SPECIFIC NOTE.SHEET SPECIFIC NOTE.
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1. INSPECT LENGTH OF WALLS FOR HOLES IN SOIL AND INSPECT LENGTH OF WALLS FOR HOLES IN SOIL AND VOIDS UNDER FOOTING. REMOVE ROOTS, LOOSE SOIL, AND DELETERIOUS MATERIAL FROM UNDER EAST WALL FOOTING. CLEAN MASONRY. FILL VOIDS WITH HIGH MOBILITY GROUT OR CELLULAR GROUT. VIBRATE AND APPLY PRESSURE TO ACHIEVE CONTACT TO UNDERSIDE OF FOOTING. BASIS OF BID IS 1CY OF SOIL REMOVAL AND 6 CF OF GROUT FILL. 2. PROVIDE NEW FOUNDATION AT LANDING.PROVIDE NEW FOUNDATION AT LANDING.
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A/E FIRM
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AutoCAD SHX Text A. FIELD VERIFY EXISTING CONDITIONS. FIELD VERIFY EXISTING CONDITIONS. B. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, ELEVATIONS, AND OTHER INFORMATION NOT SHOWN. C. PROTECT ALL HISTORIC FABRIC. PROTECT ALL HISTORIC FABRIC.
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1. EXISTING 2 " CONCRETE SLAB ON STEELTEX EXISTING 2 " CONCRETE SLAB ON STEELTEX 12" CONCRETE SLAB ON STEELTEX REINFORCING MAT. 2. EXISTING J167 OPEN WEB STEEL FLOOR JOISTS, 22" EXISTING J167 OPEN WEB STEEL FLOOR JOISTS, 22" ON CENTER WITH 2 1/2" CONCRETE SLAB ON METAL DECK. 3. APPROXIMATE LOCATION OF EXISTING STEEL COLUMNS APPROXIMATE LOCATION OF EXISTING STEEL COLUMNS BELOW. 4. EXISTING STEEL FLOOR BEAMS APPROXIMATELY 16" EXISTING STEEL FLOOR BEAMS APPROXIMATELY 16" DEEP. 5. REPAIR BRICK MASONRY COLUMN AND ARCH: REPAIR BRICK MASONRY COLUMN AND ARCH: 5.1. PROVIDE 6KIP FOUNDATION UNDERPINNING UNDER PROVIDE 6KIP FOUNDATION UNDERPINNING UNDER COLUMN, SHOWN BY SYMBOL ( ). 5.2. REMOVE SUFFICIENT AMOUNT OF LOOSE AND REMOVE SUFFICIENT AMOUNT OF LOOSE AND DISLODGED BRICK TO PLUMB COLUMN. 5.3. RECONSTRUCT BRICK ARCH AND COLUMN WITH RECONSTRUCT BRICK ARCH AND COLUMN WITH ORIGINAL ALIGNMENT AND APPEARANCE. 5.4. CONTRACTOR TO PROVIDE SHORING AS CONTRACTOR TO PROVIDE SHORING AS NECESSARY. 6. REMOVE EXISTING CONCRETE SLAB AND SOIL AS REMOVE EXISTING CONCRETE SLAB AND SOIL AS NECESSARY FOR WALL WORK. REPLACE AND COMPACT SOIL. PROVIDE 4" CONCRETE SLAB WITH PROPER SLOPES. SEE ARCH. 7. LIFT EDGE OF EXISTING BRICK PIER TO PLUMB. LIFT EDGE OF EXISTING BRICK PIER TO PLUMB. GROUT UNDER FOOTING TO SECURE. 8. REBUILD WALL: REBUILD WALL: 8.1. DOCUMENT AND DISMANTLE BRICK WALL BETWEEN DOCUMENT AND DISMANTLE BRICK WALL BETWEEN COLUMNS. 8.2. PROVIDE 30" WIDE X 12" THICK CONTINUOUS PROVIDE 30" WIDE X 12" THICK CONTINUOUS FOOTING 12" BELOW GRADE. STEP FOOTING AS NECESSARY. REINFORCE WITH 4 #4 CONTINUOUS AND TRANSVERSE BARS 12" ON CENTER. 8.3. RECONSTRUCT WALL WITH PLUMB FACE AND LINES RECONSTRUCT WALL WITH PLUMB FACE AND LINES TO MATCH ORIGINAL. 9. REMOVE BRICK BETWEEN PIER AND REMAINING WALL REMOVE BRICK BETWEEN PIER AND REMAINING WALL AS NECESSARY TO LIFT AND PLUMB CORNER PIER. TOOTH BRICK PIER AND WALL TOGETHER WITH MATCHING MORTAR. 10. REMOVE LOOSE AND SPALLED CONCRETE AT DOOR REMOVE LOOSE AND SPALLED CONCRETE AT DOOR SILL. 10.1. REMOVE CONCRETE TO A DEPTH OF 3/4" BEYOND REMOVE CONCRETE TO A DEPTH OF 3/4" BEYOND REINFORCING STEEL. INSPECT STEEL AND REPAIR AS NECESSARY. 10.2. TREAT STEEL WITH RUST INHIBITIVE PRIMER. TREAT STEEL WITH RUST INHIBITIVE PRIMER. 10.3. PATCH CONCRETE TO MATCH EXISTING WITH PATCH CONCRETE TO MATCH EXISTING WITH MINIMUM 4,000PSI CONCRETE REPAIR MORTAR. 10.4. FOLLOW MANUFACTURER'S INSTRUCTIONS AND FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
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LEGEND
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SECTION AT BRICK COLUMN
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24"X24" CONCRETE FOOTING
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SUB SHEET NO.
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PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
SECTIONS AND DETAILS
AutoCAD SHX Text
BASE BID
AutoCAD SHX Text
AutoCAD SHX Text 173892
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ELH
AutoCAD SHX Text
KTK
AutoCAD SHX Text
06 MAY 2022
AutoCAD SHX Text
TUSKEGEE INSTITUTE
AutoCAD SHX Text
NATIONAL HISTORIC SITE
AutoCAD SHX Text 231534
AutoCAD SHX Text S3.1
AutoCAD SHX Text 0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
3/4" = 1'-0" GRAPHIC SCALE
P r o j e c t s
N
P S
T U r v e r
M u s e u m
C
D p h a s e D
R A
W I N
G S S T R
U C
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M
AutoCAD SHX Text
EXISTING BRICK WALL
AutoCAD SHX Text
EXISTING BRICK PILASTER
AutoCAD SHX Text 0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text
3/4" = 1'-0" GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
SECTION AT BRICK PILASTER
AutoCAD SHX Text S3.2
AutoCAD SHX Text
AutoCAD SHX Text
SECTION AT CORNER PIER
AutoCAD SHX Text S3.2
AutoCAD SHX Text
AutoCAD SHX Text
SECTION AT BRICK PIER
AutoCAD SHX Text S3.2
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
LORD, AECK & SARGENT
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
NEWCOMB & BOYD
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
STRUCTURAL:
AutoCAD SHX Text
PALMER ENGINEERING
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
CIVIL:
AutoCAD SHX Text
FREEDMAN ENGINEERING
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
LANDSCAPE ARCH:
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
LORD, AECK & SARGENT
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
SECTIONS AND DETAILS
AutoCAD SHX Text
BASE BID
AutoCAD SHX Text
AutoCAD SHX Text 173892
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ELH
AutoCAD SHX Text
KTK
AutoCAD SHX Text
06 MAY 2022
AutoCAD SHX Text
TUSKEGEE INSTITUTE
AutoCAD SHX Text
NATIONAL HISTORIC SITE
AutoCAD SHX Text 231534
S3.2
P r o j e c t s
N
P S
T U r v e r
M u s e u m
C
D p h a s e D
R A
W I N
G S S T R
U C
S
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E T A
I L S d w g
P
M
AutoCAD SHX Text NOTES AND PROCEDURE 1. SHORE BRICK AS NECESSARY TO BEGIN SELECTIVE SHORE BRICK AS NECESSARY TO BEGIN SELECTIVE DEMOLITION. 2. REPAIR BRICK ARCH IN CONJUNCTION WITH WORK AT REPAIR BRICK ARCH IN CONJUNCTION WITH WORK AT FOOTING TO SUPPORT FOOTING AND PLUMB COLUMN. SEE DETAIL 2/S3.1. 3. REMOVE BRICK AT GAPS AND MISALIGNED ARCH. REMOVE BRICK AT GAPS AND MISALIGNED ARCH. REMOVE SUFFICIENT BRICK TO MAKE CORRECT LINES IN FINAL WORK. 4. REMOVE EXCESS MORTAR AT PATCHED CRACKS. REMOVE EXCESS MORTAR AT PATCHED CRACKS. 5. REMOVE MORTAR AT EXISTING CRACKS TO ALIGN REMOVE MORTAR AT EXISTING CRACKS TO ALIGN BRICK. 6. REMOVE SUFFICIENT BRICK THROUGH OUT WALL REMOVE SUFFICIENT BRICK THROUGH OUT WALL WHERE EXISTING PATCHES WILL RESTRAIN CORRECTIVE MOVEMENT TO PLUMB COLUMN AS PART OF INSTALLING FOUNDATION UNDERPINNING. 7. REWORK BRICK INTO ARCH TO FORM PROPER LINES. REWORK BRICK INTO ARCH TO FORM PROPER LINES. 8. DURING REWORK, INSTALL GALVANIZED 9 GA JOINT DURING REWORK, INSTALL GALVANIZED 9 GA JOINT REINFORCING IN MORTAR JOINTS AS SHOWN IN ELEVATION AT EACH FACE OF THE WALL. INSTALL AT SUFFICIENT DEPTH THAT REPOINTED MORTAR JOINT ENCAPSULATES WIRE WITH 1" COVER. WRAP REINFORCING AT EXTERIOR CORNER.
AutoCAD SHX Text
AutoCAD SHX Text
EAST ELEVATION
AutoCAD SHX Text S3.3
AutoCAD SHX Text
AutoCAD SHX Text S3.1
AutoCAD SHX Text
AutoCAD SHX Text
SOUTH ELEVATION
AutoCAD SHX Text S3.3
AutoCAD SHX Text
NOTES AND PROCEDURE SEE EAST ELEVATION DETAIL
AutoCAD SHX Text
AutoCAD SHX Text S3.1
AutoCAD SHX Text A. RECONSTRUCT BRICK MASONRY TO BE TRUE AND RECONSTRUCT BRICK MASONRY TO BE TRUE AND PLUMB AND TO MATCH HISTORIC ALIGNMENT. RECONSTRUCTED WORK SHALL EMPLOY MORTAR JOINTS MATCHING THE WIDTH OF HISTORIC ADJACENT JOINTS. EXISTING WIDER JOINTS SHALL BE ELIMINATED THROUGH RECONSTRUCTION.
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
SHEET SPECIFIC NOTES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
LORD, AECK & SARGENT
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
NEWCOMB & BOYD
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
STRUCTURAL:
AutoCAD SHX Text
PALMER ENGINEERING
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
CIVIL:
AutoCAD SHX Text
FREEDMAN ENGINEERING
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
LANDSCAPE ARCH:
AutoCAD SHX Text
ATLANTA, GA
AutoCAD SHX Text
LORD, AECK & SARGENT
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
SECTIONS AND DETAILS
AutoCAD SHX Text
BASE BID
AutoCAD SHX Text
AutoCAD SHX Text 173892
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ELH
AutoCAD SHX Text
KTK
AutoCAD SHX Text
06 MAY 2022
AutoCAD SHX Text
TUSKEGEE INSTITUTE
AutoCAD SHX Text
NATIONAL HISTORIC SITE
AutoCAD SHX Text 231534
AutoCAD SHX Text S3.3
AutoCAD SHX Text 0"
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
3/4" = 1'-0" GRAPHIC SCALE
| TUIN_FINALCD_GEN |
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| TUIN_FINALCD_B05 |
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File details come from the government source that posted it. Updated .