Attch_2_-_Drawings_20190130.pdf
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- Repair Command Post Bldg 90208 Federal contract opportunity
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MARY ESTHER, FLORIDA
91065
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Tully Street
Kissam Street
M A
Y S
T R
E E
T
Downs R oad
W alkup W ay
M artin
Luth er K ing
Downs Road
Kanuha D riv e
Blessinger D riv e
Bartley Street
Mitchell Road
Independence Road
T e rr y
A ve nu e
McClean Stre et
Harts on S tre et
US98
Tully Street
M a in te n a nc e H a ul
R o a
US98
Howie Walters Way
Lielmanis Avenue
US98
K e rw o o d R o a d
C od y A ve nu e
Lukasik Avenue
Tully Street
R ed
H or se R oa d
H am by Place
Westfall C ircl e
Bedel Street
T u lly S tr e e t
T u lly S tree t
Bennett A venue
C ru z A ve n u e
Red Horse Road
C ru z A ve n u e
Frazier Street
B e n n e tt A v e n u e
Bedel Street
Independence R oad
W alkup W ay
Corlew Road
McMillan Street
US98
W e av e r A ve nu e
Schmauss Lane
Hume Drive
Clark Road
Gelshlager Street
Whitbeck Street
C am p a ig n e
S tr e e t Purcell Drive
C o d y A ve n u e
US98
Independence Road
O 'N e il
A ve n u e
US98
McIntosh Court
Hume Drive
Harrison Drive
Acha Drive
H u m e D ri ve
Walters Drive
Hodges Street
Lewis Drive
Hume Drive
Galvan Street
Bland Street
Hume Drive
Grimm Lane unk unk
Tully Street
Red H ors e R oad
Bakke Street
M a yo S tr ee t
Bakke Street
Tupelo Circle
Red Horse Road
S im pson A venue
Tully Street
F o xx A ve nu e
L e to u rn e au
C ir cl e
L e t o u rn e a u
C ir cle
HURLBURT MAIN GATE
(NO COMMERCIAL ENTRY)
BUILDING 90905
FIRE DEPARTMENT
BLDG. 90734
MARTIN LUTHER KING JR.
BLVD INTERSECTION
ENTRANCE
PASS AND ID OFFICE
COMMERCIAL VEHICLE
INSPECTION ENTRANCE
HURLBURT EAST GATE (NO
COMMERCIAL ENTRANCE)
CONTRACTOR
HAUL ROUTE
BARTLEY STREET
T E
R R
Y A
V E
N U
E
90208
CONTRACTOR
STAGING AREA
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
G-001
100% DESIGN SUBMITTAL
01/30/2019
T
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CP1026752
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BASE MAP
REPAIR COMMAND POST 1 SOAOS, BLDG. 90208
HURLBURT FIELD, FLORIDA
CP1026752
PROJECT SITE
INDEX OF DRAWINGS
NUMBER SHEET NAME
GENERAL
G-001 TITLE SHEET
STRUCTURAL
S-101 GENERAL NOTES
S-102 PARTIAL DEMOLITION PLAN
ARCHITECTURAL
A-001 LEGENDS, NOTES AND ABBREVIATIONS
A-110 FLOOR PLAN - EXISTING
A-111 FLOOR PLAN - DEMOLITION
A-112 FLOOR PLAN - NEW WORK
A-150 CEILING PLAN - EXISTING
A-151 CEILING PLAN - DEMOLITION
A-152 CEILING PLAN - NEW WORK
A-501 DETAILS
A-601 OPENING SCHEDULE AND DETAILS
A-602 OPENING DETAILS
A-603 OPERABLE PARTITION DETAILS
INTERIOR
I-120 FINISH PLAN, SCHEDULE AND DETAILS
I-121 FLOOR PLAN - GFGI FURNITURE
FIRE PROTECTION
F-001 GENERAL FIRE PROTECTION INFORMATION
F-101 DEMOLITION PLAN - FIRE PROTECTION
F-201 FIRST FLOOR PLAN - FIRE PROTECTION
FIRE ALARM
FA-001 FIRE ALARM LEGEND AND GENERAL NOTES
FA-002 FIRE ALARM DETAILS
FA-100 FIRE ALARM DEMOLITION PLAN
FA-200 FIRE ALARM NEW WORK PLAN
MECHANICAL
M-001 GENERAL MECHANICAL INFORMATION
M-101 DEMOLITION PLAN - HVAC
M-201 FIRST FLOOR PLAN - HVAC
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-701 MECHANICAL CONTROLS
ELECTRICAL
E-001 LEGEND AND GENERAL NOTES
E-002 LIGHTING FIXTURE DETAILS AND SCHEDULE
E-100 ELECTRICAL DEMOLITION PLAN
E-200 NEW WORK POWER PLAN
E-201 NEW WORK MECHANICAL POWER PLAN
E-300 NEW WORK LIGHTING PLAN
E-400 PANEL SCHEDULES
E-401 PANEL SCHEDULES
E-402 PANEL SCHEDULES
TELECOMMUNICATIONS
T-001 TELECOM LEGEND AND ABBREVIATIONS
T-002 TELECOM NOTES
T-100 TELECOM DEMOLITION PLAN
T-110 TELECOM FLOOR PLAN
T-111 ENLARGED TELECOM FLOOR PLANS
T-201 TELECOM DETAILS
T-202 TELECOM DETAILS
T-301 TELECOM SINGLE LINE DIAGRAMS
T-401 TELECOM ENLARGED PLANS
NORTH
NORTH
AR94997
DERETSI
G
E R
A R C H
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FOETAT
S
FL O R ID
A
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ACREBO
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RLT
01/30/19
1.00 GENERAL NOTES
1.01 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.
1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL
ENGINEER OF ANY DISCREPANCY.
1.03 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TAKE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STRUCTURE AND ITS FOUNDATION AND TO LIMIT, TO THE EXTENT POSSIBLE, THE EFFECTS OF CONSTRUCTION THAT THE NEW STRUCTURE HAS ON
THE EXISTING STRUCTURE.
1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE
STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS.
1.05 DESIGN CRITERIA: THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:
A. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS
B. UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 1
C. UFC 3-310-04, SEISMIC DESIGN FOR BUILDINGS WITH CHANGE 1
D. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, INCLUDING CHANGE 1
E. INTERNATIONAL BUILDING CODE, 2015
F. UFC 4-023-03, DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE WITH CHANGE 1
G. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
H. ACI 302.1 R-04, CONCRETE FLOOR AND SLAB CONSTRUCTION
I. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
J. ACI 360 R-10, DESIGN OF SLABS-ON-GROUND
K. AISC STEEL CONSTRUCTION MANUAL 14TH EDITION
L. TMS 402/602-16, BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 530)
M. APPLICABLE STEEL DECK AND JOIST INSTITUE GUIDES AND SPECIFICATIONS
1.06 DESIGN LOADS:
A. DEAD LOADS:
1. MECHANICAL, ELECTRICAL, PLUMBING: 5 PSF
2. CEILINGS AND INSULATION: 5 PSF
3. ROOFING MEMBRANE: 5 PSF
B. LIVE LOADS: (MAY BE REDUCED PER CODE)
1. STAIRS: 100 PSF
2. CORRIDORS: 100 PSF
3. OFFICE BLDG - OFFICES: 50 PSF
4. PARTITIONS: 15 PSF (NOT REQUIRED WITH LIVE LOADS EXCEEDING 80 PSF)
5. ROOFS: 20 PSF
6. SLAB-ON-GRADE: 100 PSF
C. WIND LOADS - STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF ASCE 7-10. SEE WIND
PRESSURE DIAGRAM & CHART ON S102 FOR DESIGN ASSUMPTIONS.
D. EARTHQUAKE LOADS:
1. SEISMIC IMPORTANCE FACTOR (Ie): 1.5
2. OCCUPANCY CATEGORY: IV
3. SEISMIC DESIGN CATEGORY: C
4. MAPPED SPECTRAL RESPONSE ACCELERATIONS & PARAMETERS
Ss = 0.08g S1 = 0.05g
5. SITE CLASSIFICATION: D
6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: MASONRY SHEAR WALLS
7. SEISMIC RESPONSE COEFFICIENT, Cs = 0.01
8. RESPONSE MODIFICATION FACTOR, R=3.5
9. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE
REFER TO MEP DWGS FOR SEISMIC SUPPORT AND ATTACHMENT REQUIREMENTS FOR CERTAIN MEP COMPONENTS AS
PER THE IBC.
1.07 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES OF CONSTRUCTION.
2.00 FOUNDATIONS AND SLAB-ON-GRADE
2.01 AT THIS TIME NO GEOTECHNICAL REPORT HAS BEEN SUBMITTED. AN ALLOWABLE SOIL BEARING PRESSURE HAS BEEN CONSERVATIVELY ESTIMATED BASED ON SIMILAR PROJECTS OF THIS SIZE AND LOCATED IN THE SAME GENERAL AREA OF CONSTRUCTION. A QUALIFIED GEOTECHNICAL ENGINEER SHALL CHECK COMPACTION OF THE FOOTINGS. THE SOILS IMMEDIATELY BENEATH ALL FOOTINGS SHOULD BE COMPACTED FOR A MINIMUM DEPTH OF 12 INCHES TO A MINIMUM OF 95% OF THE SOIL’S MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557) USING A LARGE TAMPER.
2.02 SLAB-ON-GRADE REQUIREMENTS:
A. THE SLAB-ON-GRADE SHALL BE A MINIMUM OF 6 INCHES THICK, PLACED ON COMPACTED SUBGRADE, REINFORCED WITH #3 AT 12”.
B. PLACE CONTROL OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED BY “C.J.” IF NOT INDICATED, LOCATED JOINTS AT COLUMN CENTERLINES AND AT 20’-0” O.C MAX. SAWCUT CONTROL JOINTS AS SOON AFTER POURING AS POSSIBLE, WHEN CONCRETE WILL NOT RAVEL; 12 HRS. MAX. CURE CONCRETE IN ACCORDANCE WITH ACI 301. BEGIN CURING IMMEDIATELY AFTER POURING TO LIMIT CRACKING PRIOR TO SAWCUTTING CONTROL JOINTS.
C. SUBGRADE SHALL BE PREPARED AS RECOMMENDED IN THE GEOTECHNICAL REPORT. IN THE ABSENCE OF A GEOTECHNICAL REPORT, PROVIDE TYPE D FILL, 8 INCHES THICK BELOW THE BOTTOM OF THE FLOOR SLABS AND FOOTINGS COMPACTED TO 100% OF THE MAXIMUM MODIFIED PROCTOR DENSITY. DENSITY TESTS SHALL BE TAKEN AT
1000 SF INTERVALS. SEE SPECIFICATIONS AND REPORT (IF AVAILABLE).
D. SEE SPECIFICATIONS FOR VAPOR RETARDER MATERIAL. VAPOR RETARDER SHALL CONFORM TO ASTM E1745, CLASS A, B, OR C. THE VAPOR RETARDER SHOULD BE PLACED OVER THE PREPARED SUBGRADE. TO REDUCE THE POSSIBILITY OF PUNCTURE WHEN THE VAPOR RETARDER IS TO BE PLACED OVER A ROUGH GRANULAR FILL LAYER, PROVIDE A THIN LAYER OF APPROXIMATELY 1/2 INCH OF FINE-GRADED MATERIAL ROLLED OR COMPACTED OVER THE GRANULAR FILL LAYER PRIOR TO INSTALLATION OF THE VAPOR RETARDER. VAPOR RETARDER SHOULD BE OVERLAPPED 8 IN. AND TAPED AT THE JOINTS AND CAREFULLY FITTED AROUND SERVICE OPENINGS.
3.00 REINFORCED CONCRETE
3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE. DESIGN IS BASED ON ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315R-18, GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE.
SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND
REVIEWED.
3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. ALL CONCRETE SHALL HAVE ENTRAINED AIR, U.N.O. CONCRETE MAY CONTAIN A PROPERLY DESIGNED
SUPERPLASTICIZER FOR WORKABILITY.
3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.
3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.
3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.
3.06 HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE STRUCTURAL ENGINEER SHALL APPROVE THE LOCATION OF VERTICAL CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND CLEANED. CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF CONSTRUCTION JOINT TO THE ENGINEER FOR REVIEW. PROPOSED METHODS MUST BE ACCEPTABLE TO THE
ARCHITECT BEFORE USE.
3.07 PLACE VERTICAL CONTROL JOINTS IN CONCRETE WALLS AT 10'-0" O.C. (MAX), 3/4" DEEP, V-CHAMFERED ON BOTH FACES.
CONSTRUCTION JOINTS SHALL FALL ON CONTROL JOINTS AND SHALL BE KEYED. STOP 50 PERCENT OF THE SPECIFIED
LONGITUDINAL REINFORCEMENT AT THE CONTROL JOINT.
3.08 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".
3.09 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL
CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS NOT PERMITTED.
3.10 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B")
UNLESS NOTED OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.
3.11 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER ACI 318-14
TABLE 20.6.1.3.1):
A. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:
1. #6 THROUGH #18 BARS: 2"
2. #5 BARS AND SMALLER: 1-1/2"
B. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
1. SLABS AND WALLS: 3/4"
2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1-1/2"
3.12 THE DESIGN AND CONSTRUCTION OF FORMS - SEE FORM NOTES. SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE
HAS ATTAINED 75% OF ITS 28-DAY STRENGTH.
3.13 THE LICENSED DESIGN PROFESSIONAL, A PERSON UNDER THE SUPERVISION OF A LICENSED DESIGN PROFESSIONAL, OR A QUALIFIED INSPECTOR SHALL VERIFY COMPLIANCE WITH CONSTRUCTION DOCUMENTS. (ACI 318-14 PAR. 26.13.1.3)
3.14 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A REPRESENTATIVE
RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)
4.00 MASONRY
4.01 CONCRETE MASONRY DESIGN, CONSTRUCTION AND TESTING SHALL CONFORM TO TMS 402/602-16, BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES.
4.02 PROVIDE NORMAL WEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90, UNLESS NOTED OTHERWISE.
4.03 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 2,000 PSI.
4.04 PROVIDE TYPE "M" OR “S” MORTAR IN ACCORDANCE WITH ASTM C270 BY PROPORTION REQUIREMENTS, UNLESS NOTED
OTHERWISE.
4.05 VERTICAL CELLS SHALL BE REINFORCED WITH #5 AT 16" O.C. MINIMUM, UNLESS NOTED OTHERWISE (U.N.O.) IN THE CONTRACT DRAWINGS. VERTICAL REINFORCING SHALL BE CONTINUOUS (LAPPED 48 BAR DIAMETERS MINIMUM AT SPLICES, U.N.O.) AND HELD IN POSITION AT THE TOP AND BOTTOM OF THE GROUT POUR. U.N.O., POSITION VERTICAL REINFORCING IN
THE CENTER OF THE CELL.
4.06 PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE. GROUT SHALL BE FLUID CONSISTENCY. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. FILL ALL CELLS BELOW GRADE WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THEN RECONSOLIDATED BY AGAIN PUDDLING LATER, BEFORE PLASTICITY IS LOST. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF
THE GROUT 1-1/2 INCHES BELOW THE TOP OF THE UPPERMOST UNIT.
4.07 PROVIDE HORIZONTAL JOINT REINFORCEMENT COMPLYING WITH ASTM A82, NO. 9 GAUGE OR HEAVIER, ZINC COATED, PLACED 16 INCHES ON CENTER UNLESS NOTED OTHERWISE.
4.08 PROVIDE RUNNING BONDS WITH VERTICAL JOINTS LOCATED AT CENTER OF MASONRY UNITS IN THE ALTERNATE
COURSE BELOW, UNLESS NOTED OTHERWISE.
4.09 ALL MASONRY UNITS SHALL BE FREE OF EXCESSIVE DUST AND DIRT AT THE TIME THEY ARE LAYED BY THE MASON.
4.10 ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS IN ALL REINFORCED MASONRY WALLS SHALL BE FULLY BEDDED IN MORTAR. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM EACH FACE OF THE UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS, BOND SHALL BE PROVIDED BY LAPPING UNITS IN
SUCCESSIVE VERTICAL COURSES.
4.11 PROVIDE VERTICAL CONTROL JOINTS BETWEEN REINFORCED MASONRY WALLS AND PARTITION WALLS, AND AT A
MINIMUM OF 20’-0” O.C.
5.00 POST-INSTALLED ANCHORS OR REBAR
5.01 EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS. HILTI ANCHORS WERE USED AS THE BASIS OF DESIGN. EQUIVALENTS MAY BE SUBMITTED FOR APPROVAL.
a) REBAR DOWELING INTO CONCRETE: ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:
(1) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM W/ CONTINUOUSLY DEFORMED REBAR
PER ICC ESR-3187.
(2) HILTI HIT-RE 500-V3 EPOXY ADHESIVE ANCHORING SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICC
ESR-2322.
b) ANCHORAGE TO SOLID GROUTED MASONRY: ADHESIVE ANCHORS USE:
(1) HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC PENDING).
5.02 ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR DEWALT OR SIMPSON OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE.
CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO
CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE.
5.03 INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING AND IN STRICT
ACCORDANCE WITH THE CURRENT ICC ESR.
5.04 OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEM
OR POWERS PISTON PLUG METHOD OR SIMPSON RETAINING CAP SYSTEM AND IN STRICT ACCORDANCE WITH THE
CURRENT ICC ESR.
5.05 THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS ARE
TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.
5.06 ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE
DRAWINGS.
5.07 EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS.
UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS, BY HILTI FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS.
5.08 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2011 (SECTION D.9.2.2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
COMMENCEMENT OF INSTALLATION.
5.09 PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDLING CODE
AND PER THE CURRENT ICC-ES REPORT FOR THE ANCHOR.
6.00 SHORING AND FORMWORK NOTES
6.01 ALL SHORING EQUIPMENT IS TO BE ERECTED IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS AND THE GENERAL RECOMMENDATIONS OF THE C.S.A. STANDARD S269.1, ACI, OSHA AND THE SCAFFOLDING, SHORING AND FORMING INSTITUTE, INC. ALL FALL PROTECTION REQUIREMENTS ARE TO BE FOLLOWED IN ACCORDANCE WITH LOCAL REQUIREMENTS.
6.02 ALL SHORING EQUIPMENT MUST BE ERECTED PLUMB AND LEVEL IN BOTH DIRECTIONS, UNLESS OTHERWISE INDICATED
ON THE DRAWING.
6.03 ALL LOADS BETWEEN STRUCTURAL MEMBERS OF THE SYSTEM MUST BE TRANSFERRED CONCENTRICALLY.
6.04 IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS ON THESE DRAWINGS WITH THE SITE. ANY DISCREPANCY MUST BE REPORTED TO JOE DEREUIL ASSOCIATES, LLC BEFORE PROCEEDING WITH WORK.
6.05 ALL SHORING AND FORMWORK ACCESSORIES MUST BE PROPERLY ATTACHED AND SECURELY FASTENED BEFORE
CONCRETE PLACEMENT.
6.06 THE CONTRACTOR IS TO HAVE SOLE RESPONSIBILITY FOR COMPLIANCE WITH THE SAFETY REQUIREMENTS FOR FALSEWORK DURING DISMANTLING, FLYING AND ERECTION OF FORMS. THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL INSPECTION OF SHORING AND FORMWORK TO ENSURE THE COMPLIANCE WITH THE APPROVED DRAWINGS AND GOOD
ERECTION PRACTICE.
6.07 ALL APPLICABLE SAFETY STANDARDS FOR SHORING AND FORMWORK MUST BE FOLLOWED DURING ERECTION OF ALL
EQUIPMENT AND DURING THE CONCRETE PLACEMENT.
6.08 IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS ON SITE. ANY DISCREPENCY IS TO BE REPORTED
TO JOE DEREUIL ASSOCIATES, LLC BEFORE PROCEEDING WITH THE WORK.
6.09 DESIGN OF LUMBER USED FOR SHORING AND FORMWORK IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY LUMBER SHOWN ON THIS DRAWING IS FOR THE GUIDANCE OF THE CONTRACTOR. THE SUGGESTED LUMBER SIZES SHOWN HAVE BEEN DETERMINED IN ACCORDANCE WITH THE C.S.A. STANDARD 086.1 OR THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD
CONSTRUCTION (U.S.-1977), OR THE LATEST EDITIONS OF THE ABOVE.
6.10 ALL LUMBER MUST BE FREE FROM CRACKS, SPLITS, LARGE KNOTS, AND OTHER DEFECTS. REFER TO APPLICATION
DRAWINGS FOR MEMBER SIZES AND LUMBER SPECIFICATIONS FOR EACH PROJECT.
6.11 THE WORKING STRESSES INCLUDE ALLOWANCE FOR LOADING OF SHORT DURATION AND WERE USED TO ESTABLISH THE SUGGESTED LUMBER SIZES. (ALLOWANCES ARE BASED ON THE APPLICABLE DESIGN CODES).
6.12 THE PLYWOOD IS TO BE 7-PLY 11/16" (17.5 MM), G2S OR AMERICAN PLYWOOD ASSOCIATION CLASS 1 PLYWOOD, OR
BETTER UNLESS SPECIFIED OTHERWISE ON THE APPLICATION DRAWING.
6.13 THE FACE GRAIN OF PLYWOOD IS TO RUN PERPENDICULAR TO ITS SUPPORTS.
6.14 THE DENSITY OF CONCRETE USED IN THE DESIGN OF SHORING IS 150 LBS./CU.FT. (23.6 KN/M³) UNLESS NOTED
OTHERWISE ON THE APPLICATION DRAWING.
6.15 THE LIVE LOAD USED IN THE DESIGN IS 50 LBS./SQ.FT (2.4 KN/M2) AND INCLUDES 10 LBS./SQ.FT. (0.48 KN/M²) ALLOWANCES FOR SHORING AND FORMING MATERIAL, UNLESS OTHERWISE NOTED ON THE APPLICATION DRAWING.
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
S-101
100% DESIGN SUBMITTAL
01/30/2019
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'-4
1' -0
4' -8
S-102
SEE ARCH FOR NON-LOAD
BEARING WALL DEMO AND
DETAILING
EXISTING OPENING TO BE REMOVED
AND WIDENED W/ NEW WINDOW
G.C. NOTE: FIELD VERIFY ALL CONDITIONS
BEFORE BEGINING WORK. SHORE ALL ROOF
FRAMING MEMBERS IN AREA BEFORE DEMO.
**VERIFY DIMENSIONS WITH ARCHITECTURAL
PLANS, DOOR AND WINDOW SCHEDULES.
'-0
7' -5
/4
3'
-4
DEMO WALL BELOW DOOR
OPENING TO MATCH FLOOR
ELEVATION
Ground Floor 0"
Roof 13'-4"
10'-4" 1'-0" 4'-8"
4' -2
3'
-1 0"
9' -4
'-8
1' -4
TOP OF FOOTING
-2'-0"
EXISTING BOND BEAM TO REMAIN
EXIST WALL FOOTING TO REMAIN
2' -0
**FIELD VERIFY LOCATIONS OF EXISTING ROOF JOISTS.
PROVIDE PROPERLY DESIGNED POST SHORES TO
SUPPORT EACH ROOF JOIST BEFORE BEGINING ANY
DEMOLITION WORK.
TOP OF CONCRETE DECK
ELEV. +13'-0" **
JOIST BEARING EL. +12'-5 1/2"**
BACK TO EXISTING MASONRY JOINTS
18'-0"-TO- 18'-8" ** EXTENTS OF DEMOLITION
DEMO WALL TO
BOTTOM OF SLAB
EXISTING WALL
TO REMAIN
COORDINATE WITH ARCH PLANS,
START AND STOP EXTENTS OF
DEMO AT EXISTING MASONRY JOINTS.
COORDINATE WITH ARCH PLANS,
START AND STOP EXTENTS OF
DEMO AT EXISTING MASONRY JOINTS.
EXISTING WALL
TO REMAIN
LEAVE EXISTING WALL
REINFORCING EXPOSED
TO BE POURED W/ NEW
HEADER BEAM
DEMO WALL BELOW DOOR
OPENING TO MATCH FLOOR
ELEVATION
EXISTING DOOR
OPENING TO REMAIN
PURCHASE DOOR W/ DEEP
HEADER AT TOP TO SET
DOOR AT NEW ELEVATION
1'-4 1/4" ** 1'-4" **
DRILL AND EPOXY
6" INTO EXISTING
FILLED CELLS, TYP
(4)-#4 VERTICAL BARS
(4)-#4 VERTICAL BARS
EACH SIDE OF OPENING.
TYPICAL AT 12" O.C.
SEE HEADER DETAIL
FOR REINFORCING.
TYP ACROSS 18'-8"**
INFILL W/ #4 BARS AT 8" O.C., E.W.
W/ (2) HORIZ BARS AT TOP AND BOT
OF WINDOW OPENING
TYPICAL AT ALL JAMBS,
#3 CLOSED TIES AT 8" O.C.
CONC. BEAM
EXISTING CMU TO REMAIN
#3 TIES AT 10" O.C.
CHAMFER EXPOSED CORNERS
EXISTING REINFORCING
TO REMAIN
2' -0
3/4" CLR
(2) #5 CONT.
(3) #6 CONT.
SHORE EXISTING JOISTS
UNTIL BEAM HAS BEEN
CONSTRUCTED AND
FORMS REMOVED
7 5/8"
EXISTING WALL
TO REMAIN
DEMO WALL OR DEMO
EXISTING BOTTOM OF
DOOR OPENING DOWN
TO REQUIRED ELEVATION
EXISTING SLABS
NEW 1/2" PJF (IF REQUIRED)
SEE ARCH FOR DOOR
DIMENSIONS AND FLOOR
ELEVATIONS TO MATCH
NEW CONCRETE CAP ON TOP
OF WALL. MIN 4" THICK AND
REINF W/ SINGLE #4 BAR
a a a a
WIND LOAD DETERMINATION ASSUMPTIONS
ROOF SLOPE
156 C 20 3 ON 12 IV ENCLOSED
ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)
ROOF ZONE 1
ROOF ZONE 2 ROOF ZONE 3
WALL ZONE 4 WALL ZONE 5
O-HANG O-HANG
33 -52 -90 57 -61 -76
50 26 -48 -73 51 -55 -64
23 -47 -66 48 -53 -59
NOTES:
1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,
OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
2. THE EDGE STRIP, a = 8 FT.
3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.
< 10
> 100
WIND VELOCITY
(MPH)
EXPOSURE
CATEGORY
MEAN ROOF
HEIGHT (FT.)
RISK
CATEGORY
ENCLOSURE
CATEGORY
EFF.
AREA
(SQ. FT)
4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FOR
SERVICE LOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES
BY 0.60. SEE TABLES 2.3 AND 2.4 IN ASCE 7-10 FOR MORE INFORMATION ON LOAD
COMBINATIONS.
-10533
-90
-73
-66
-105
-105
-105
-105
-105
EXISTING WALLS W/ BOTH
REBAR AND HORIZ JOINT
REINFORCING TO REMAIN.
TERMINATE IN NEW JAMB.
**DEMO BACK TO EXISTING
WALL BLOCK JOINTS
SEE ELEVATION
5/
8"
(4)-#4 VERTICAL BARS W/
#3 CLOSED TIES AT 8" O.C.
3/ 4"
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
S-102
100% DESIGN SUBMITTAL
01/30/2019
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1/8" = 1'-0"S-102
1 PARTIAL DEMOLTION PLAN
PLAN
NORTH
3/8" = 1'-0"S-102
2 PARTIAL ELEVATION - NEW WALL OPENING
*DIMENSIONS ARE MINIMUMS
DEMO BACK TO COURSING W/
THE EXISTING BLOCK JOINTS.
**FIELD VERIFY EXISTING DIMENSIONS.
1" = 1'-0"S-102
3 NEW HEADER DETAIL
1" = 1'-0"S-102
4 NEW BOTTOM OF OPENING DETAIL
1" = 1'-0"S-102
5 TYPICAL JAMB DETAIL
1/28/19
L A/C
ACT
ADJ
AFF
ALT
ALUM
ARCH
AUTO
BD
BLDG
BM
BOT
BRG
BRG PL
BUR
C
CAB
CB
CEM
CF/CI
CF/GI
CI
CID
CIP
CJ
CL
CLG
CLR
CM
CMU
CPT
COL
CONC
COND
CONSTR
CONT
CONTR
COR
CORR
COTR
CU FT
CU YD
D
DET
DF
DIA
DIM
DIV
DS
DW
DWG
E
EF
EL
ELEC
ELEV
EQ
EQUIP
EMER SHR
EWS
EWC
EXH
EXIST
EXT
AND
AT
ANGLE
AIR CONDITION
ACOUSTICAL CEILING TILE
ADJACENT, ADJOINING,
ADJUSTABLE
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
ARCHITECT(URAL)
AUTOMATIC
BOARD
BUILDING
BEAM, BENCH MARK
BOTTOM
BEARING
BEARING PLATE
BUILT-UP ROOFING
CHANNEL
CABINET
CATCH BASIN
CEMENT
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CONTRACTOR FURNISHED/
GOVERNMENT INSTALLED
CAST IRON
COMPREHENSIVE INTERIOR
DESIGN PACKAGE
CAST-IN-PLACE, CAST IRON PIPE
CONSTRUCTION JOINT/CONTROL
JOINT
CENTER LINE, CLASS, CLOSE
CEILING
CLEAR, COLOR, COOLER
CENTIMETER(S)
CONCRETE MASONRY UNIT
CARPET
COLUMN
CONCRETE
CONDITION
CONSTRUCTION
CONTINUE, CONTINUOUS
CONTRACT, CONTRACTOR
CONTRACTING OFFICER'S
REPRESENTATIVE
CORRIDOR
CONTRACTING OFFICER
TECHNICAL REPRESENTATIVE
CUBIC FEET
CUBIC YARD
DRYER
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DIVISION, DIVIDE
DOWNSPOUT
DISHWASHER
DRAWING
EAST
EACH FACE
ELEVATION
ELECTRIC(AL)
ELEVATOR
EQUAL
EQUIPMENT
EMERGENCY SHOWER
EYE WASH STATION
ELECTRIC WATER COOLER
EXHAUST
EXISTING
EXTERIOR
FAX
FA
FD
FDTN
FE
FEC
FF EL
FIN GR
FLR
FP
FT
FTG
FRZ
GA
GALV
GB
GC
GF/GI
GF/CI
GL
GLZ
GMS
GDR
GR LN
GYP BD
HB
HC
HDBD
HDW
HM
HORIZ
HNDRL
HT
HVAC
IBC
ID
INCL
INSUL
INT
INV
INV EL
JS
KIT
LAM
LAV
LH
M
MAX
MECH
MFR
MH
MIN
MISC
MM
MS
MT
MTD
MTG
MTL
MW
MULL
N
NAT
NIC
NOM
NTS
OC
OD
OF/OI
OF/CI
FACSIMILE
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FINISH GRADE
FLOOR
FIREPROOF
FEET, FOOT
FOOTING
FREEZER
GAGE
GALVANIZED IRON
GRAB BAR
GENERAL CONTRACTOR
GOVERNMENT FURNISHED/
GOVERNMENT INSTALLED
GOVERNMENT FURNISHED/
CONTRACTOR INSTALLED
GLASS
GLAZING
GALVANIZED METAL STUD
GUARDRAIL
GRADE LINE
GYPSUM BOARD
HOSE BIBB
HANDICAP, HOLLOW CORE
HARDBOARD
HARDWARE
HOLLOW METAL
HORIZONTAL
HANDRAIL
HEIGHT
HEATING/VENTILATING/AIR COND
INTERNATIONAL BUILDING CODE
INSIDE DIAMETER
INCLUDED
INSULATION
INTERIOR
INVERT
INVERT ELEVATION
JANITOR SINK
KITCHEN
LAMINATE
LAVATORY
LEFT HAND
METER
MAXIMUM
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MISCELLANEOUS
MILLIMETER
MOP SINK
MOUNT
MOUNTED
MOUNTING
METAL
MICROWAVE
MULLION
NORTH
NATURAL
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISH/
OWNER INSTALLED
OWNER FURNISH/
CONTRACTOR INSTALLED
ABBREVIATIONS
OH
OH DR
OPNG
OPP
PCF
PCC
PL
PLAM
PLYWD
PRKG
PSF
PSI
PT
PVC
QT
R
RA
RCP
RD
REBAR
REF
REG
REINF
RET
REV
RFCP
RFG
RH
RM
ROW
S
SC
SCHED
SD
SECT
SF
SHT
SIM
SPEC
SPKR
SQ
SS
SST
STA
STC
STD
STOR
STRUCT
SUSP
SYMM
SYS
T&B T&G
TE
TEL
THK
TOC
TOP
TOS
TV
TYP
UNO
VERT
VCT
VTR
W W/ W/O
WB
WC
WD
WH
WP
WSCT
WWR
OVERHANG, OVERHEAD
OVERHEAD (COILING) DOOR
OPENING
OPPOSITE
POUNDS PER CUBIC FOOT
PRECAST CONCRETE
PROPERTY LINE
PLASTIC LAMINATE
PLYWOOD
PARKING
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
POLYVINYL CHLORIDE
QUARRY TILE
RADIUS, RANGE, RISER
RETURN AIR
REFLECTED CEILING PLAN
ROOF DRAIN
REINFORCING STEEL BARS
REFERENCE, REFRIGERATOR
REGISTER
REINFORCE
RETURN
REVISION
REINFORCED CONCRETE PIPE
ROOFING
RIGHT HAND
ROOM
RIGHT OF WAY
SOUTH
SOLID CORE
SCHEDULE
STORM DRAIN
SECTION
SQUARE FOOT(FEET)
SHEET
SIMILAR
SPECIFICATION
SPEAKER
SQUARE
SERVICE SINK
STAINLESS STEEL
STATION
SOUND TRANSMISSION CLASS
STANDARD
STORAGE
STRUCTURAL
SUSPEND
SYMMETRICAL
SYSTEM
TOP AND BOTTOM
TONGUE AND GROOVE
TOP ELEVATION
TELEPHONE
THICKNESS
TOP OF CONCRETE
TOP OF PAVEMENT
TOP OF SLAB, TOP OF STEEL
TELEVISION
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VINYL COMPOSITION TILE
VENT THROUGH ROOF
WASHER, WEST, WIDE
WITH
WITHOUT
WOOD BASE
WATER CLOSET
WOOD
WATER HEATER
WATERPROOFING
WAINSCOT
WELDED WIRE REINFORCEMENT
SYMBOLS LEGEND
ROOM NAME / NUMBER
DESIGNATION
DOOR NUMBER
WINDOW / LOUVER
TYPE
WALL TYPE
ELEVATION
TARGET
ELEVATION NUMBER
INTERIOR ELEVATION SYMBOL
SHEET ON WHICH
ELEVATION IS DRAWN
ELEVATION NUMBER
EXTERIOR ELEVATION SYMBOL
SHEET ON WHICH
ELEVATION IS DRAWN
NORTH ARROW
SECTION NUMBER
SECTION SYMBOL
SHEET ON WHICH
SECTION IS DRAWN
DETAIL NUMBER
DETAIL SYMBOL
SHEET ON WHICH
DETAIL IS DRAWN
PLAN
NORTH
A-101
SIM
A
A
4 A-200
ROOM NAME
PLAN NORTH
TRUE NORTH
A-201
A-201
WALL TYPE "2"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE
LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE
W/ 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. AND ONE
LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OPP. SIDE.
PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT
CEILING.
WALL TYPE "4"
7 5/8" CAST-IN-PLACE CONCRETE W/ ONE LAYER 5/8" TYPE
"X" GYPSUM WALLBOARD ON W/ 2 1/2" GALVANIZED METAL
STUDS AT 16" O.C. ONE SIDE & 3 5/8" GALVANIZED METAL
STUDS AT 16" O.C. OPP. SIDE. GYPSUM WALLBOARD AND
STUDS TO EXTEND TO 6" ABOVE HIGHEST ADJACENT
CEILING.
5/ 8"
1/
2"
5/ 8"
5/
8" 5/
8"
8"
5/ 8"
5/
8" 2"
5/
8"
1/
2"
5/ 8"
1' -5
WALL TYPE "1"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE
LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE.
PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT
CEILING.
5/ 8"
5/
8" 5/
8"
7/
8"
WALL TYPE "5"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE
LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE
OVER EXISTING INTERIOR WALL SYSTEM TO REMAIN.
PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT
CEILING.
5/ 8"
1/
2"
1/
8"
WALL TYPE "1"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE
LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE.
PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT
CEILING.
5/ 8"
5/
8" 5/
8"
7/
8"
1. CONTRACTOR WILL REQUIRE USER ESCORT FOR ALL WORK EFFORT INSIDE B90208. CONTRACTOR TO COORDINATE ESCORT REQUIREMENTS & CONSTRUCTION SCHEDULE W/ CONTRACTING OFFICER & GOVERNMENT REPRESENTATIVE PRIOR TO CONSTRUCTION.
2. NO SIGNIFICANT CHANGE IN EXISTING LIFE SAFETY OR OCCUPATIONAL LOAD OCCURING W/ THIS RENOVATION. ALL EXISTING EGRESS & EXIT
WAY LOCATIONS FOR THE FACILITY ARE TO REMAIN.
GENERAL NOTES
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
T E
SHEET NUMBER:
OF
D E
S C
R
IP
T
IO
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
SP
EC
IA
L O
PE
R
A
TI
O N
S C
IV
IL
E N
G
IN
EE
R
S Q
U A
D R
O N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
A-001
100% DESIGN SUBMITTAL
01/30/2019
LE
G
E N
D S
, N O
T E
S A
N D
A B
B R
E V
IA
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S
JGH
RCR
CP1026752
R E
P A
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C
O M
M A
N D
P O
S T
S
O A
O S
B
U
IL
D
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1 1/2" = 1'-0"A-001
1 WALL TYPES
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AR94997
DERETSI
G
E R
A R C H
IT
E C
T
FOETAT
S
FL O R ID
A
R IC
E
ACREBO
R
BREAK ROOM
E-119
TOILET
E-118
UNISEX TOILET
E-117
N.C.O.I.C.
E-115
RADIO ROOM
E-114
CP ADMIN. /
SORTS TRAINING
E-120
SUPT.
E-121
MECHANICAL
E-122
ELEC.
E-112
O.I.C.
E-111
SECURE COMM.
E-107
STORAGE
E-106
COMM.
E-108
STORAGE
E-109
CORRIDOR
E-113
SECURITY
E-101
SECURE
VESTIBULE
E-100
COMMAND POST
E-103
EXEC. C.A.T.
E-104
C.A.T. CEL
E-105
CORRIDOR
E-103A
BREAK ROOM
E-123
CORRIDOR
E-124
WOMEN
E-125
MEN
E-126
MENS SHOWER
E-126A
MECH. / ELEC.
E-127
SRC
E-128
EXEC. STAFF
AREA
E-129
OFFICE
E-130
CORRIDOR
E-131
STORAGE
E-132
STORAGE
E-133
EXISTING RAISED FLOOR
AREA
EXISTING OPERABLE
PARTITIONS AND TRACKS
GRAPHIC LEGEND
EXISTING ROOM NAME / NUMBER
DESIGNATION
ROOM NAME
E-101
1. EXISTING BUILDING PLAN BASED ON AS-BUILT
DRAWINGS DATED 02/22/2006. CONTRACTOR TO
VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION
AT AREAS OF NEW CONSTRUCTION.
2. PLAN DRAWINGS ARE GENERATED BY A CUT
THROUGH THE WALL AT A HEIGHT OF APPROXIMATELY
52”. COMPONENTS IN OR ON THE WALL ABOVE OR
BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS
PLAN VIEW. SEE ELEVATION VIEWS FOR
IDENTIFICATION OF ALL WALL COMPONENTS AND
OPENINGS.
FLOOR PLAN NOTES -
EXISTING
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
T E
SHEET NUMBER:
OF
D E
S C
R
IP
T
IO
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
SP
EC
IA
L O
PE
R
A
TI
O N
S C
IV
IL
E N
G
IN
EE
R
S Q
U A
D R
O N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
A-110
100% DESIGN SUBMITTAL
01/30/2019
F
LO
O R
P
LA
N
E X
IS
T
IN
G
JGH
RCR
CP1026752
R E
P A
IR
C
O M
M A
N D
P O
S T
S
O A
O S
B
U
IL
D
IN
G
1/8" = 1'-0"A-110
1 FLOOR PLAN - EXISTING
PLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
AR94997
DERETSI
G
E R
A R C H
IT
E C
T
FOETAT
S
FL O R ID
A
R IC
E
ACREBO
R
'-0
EXISTING RAISED FLOOR
AREA TO REMAIN
A-111
REMOVE RAISED FLOOR
SYSTEM TO EXTENT REQ. FOR
WALL DEMOLITION, PREP
RAISED FLOOR TO RECEIVE
NEW FINISH
REMOVE RAISED FLOOR SYSTEM TO
EDGE OF NEW STAIR LOCATION, PREP
LOW FLOOR AND EXISTING RAISED
FLOOR TO RECEIVE NEW FINISH
REMOVE EXISTING
OPERABLE PARTITIONS
AND TRACKS
REMOVE EXISTING STAIR,
PREP FLOOR TO RECEIVE
NEW FINISH
DEMO EXISTING WALL & PREP
FLOOR TO RECEIVE NEW
FINISH. PATCH AND REPAIR
ADJACENT WALLS TO RECIEVE
NEW PAINT
DEMO EXISTING SINK AND CASEWORK. CAP
EXISTING PLUMBING SUPPLY AND DRAIN
PIPING. PREP FLOOR TO RECEIVE NEW
FINISH. PATCH AND REPAIR ADJACENT WALLS
TO RECEIVE NEW PAINT.
REMOVE EXISTING
COUNTER TOP AND
PREP WALL SURFACES
TO RECEIVE NEW FINISH
PHASE 2
PHASE 1
PHASE 1
PHASE 2
COORIDOR WALL
COVERING TO REMAIN,
MINIMIZE DAMAGE TO
EXISTING WALLS.
REMOVE EXISTING
WALL COVERING AND
PREP WALLS TO
RECEIVE NEW PAINT
REMOVE EXISTING STAIR,
PREP FLOOR TO RECEIVE
NEW FINISH
SAW CUT SLAB TO DEPTH
REQUIRED TO ROUTE POWER
AND COMM. COORDINATE W/
ELECTRICAL AND COMM
CONTRACTOR PRIOR TO
CONSTRUCTION
DOOR 119 HARDWARE TO BE
REMOVED AND REPLACED PER
NEW SCHEDULE
EXISTING DOOR TO REMAIN
REMOVE EXISTING DOOR,
FRAME AND HARDWARE
REMOVE EXISTING WALL
CONSTRUCTION AND GLASS
OPERABLE PARTITIONS (AS
INDICATED WITH DASHED LINES)
EXISTING CONSTRUCTION TO
REMAIN (AS INDICATED WITH
LIGHT SOLID LINES)
GRAPHIC LEGEND
ROOM NAME / NUMBER
DESIGNATION101
ROOM NAME
SAWCUT EXSITING SLAB FOR
NEW POWER AND COMM
ROUTING
1. THE GOVERNMENT WILL REMOVE EQUIPMENT
PRIOR TO THE BUILDING DEMOLITION.
2. REMOVE EXISTING RAISED FLOOR SYSTEM AND
SALVAGE FOR REUSE ELSEWHERE IN RENOVATED
AREA.
3. EXISTING CEILING SYSTEM AND RAISED FLOOR
SYSTEM TO BE DEMOLISHED IN NEW WORK AREA TO
NORTH EDGE OF (BATTLE STAFF) ROOM SRC 128.
CONTRACTOR TO COORDINATE EXTENT OF
DEMOLITION WITH LOCATION OF NEW CEILING AND
FLOOR SYSTEM. STARTING POINT OF NEW FINISHES
TO BE VERIFIED PRIOR TO START OF DEMO AND
CONSTRUCTION.
4. REFER TO ELECTRICAL, FIRE PROTECTION AND
MECHANICAL DRAWINGS FOR ADDITIONAL
DEMOLITION REQUIREMENTS.
5. DEMOLISH PORTION OF EXISTING WALLS TO
ACCOMMODATE NEW DUCTWORK, PIPING, CONDUITS,
ETC. REFER TO MECHANICAL, ELECTRICAL, PLUMBING
AND FIRE PROTECTION DRAWINGS.
6. ALL AREAS OF DEMOLITION TO BE SURROUNDED
BY TEMPORARY DUST CONTROL MEASURES.
7. CONTRACTOR TO REPLACE ALL EXTERIOR WALL
INSULATION AFFECTED BY RENOVATION OF
EXTERIOR WALL.
DEMOLITION NOTES
1' -4
MINIMIZE / REPAIR DAMAGE
EXISTING STEP AND RAISED
FLOOR AREA TO REMAIN
A-1113
REMOVE EXISTING WALL
AREA FOR NEW WALL
CONSTRUCTION.
COORDINATE OPENING
SIZE & WALL SHORING SIZE
PRIOR TO DEMOLITION OF
WALL AREA
'-0
BREAK ROOM
E-119
TOILET
E-118
UNISEX TOILET
E-117
N.C.O.I.C.
E-115
RADIO ROOM
E-114
CP ADMIN. /
SORTS TRAINING
E-120
SUPT.
E-121
MECHANICAL
E-122
ELEC.
E-112
O.I.C.
E-111
SECURE COMM.
E-107
STORAGE
E-106
COMM.
E-108
STORAGE
E-109
CORRIDOR
E-113
SECURITY
E-101
SECURE
VESTIBULE
E-100
COMMAND POST
E-103
EXEC. C.A.T.
E-104
C.A.T. CEL
E-105
CORRIDOR
E-103A
BREAK ROOM
E-123
CORRIDOR
E-124
WOMEN
E-125
MEN
E-126
MENS SHOWER
E-126A
MECH. / ELEC.
E-127
SRC
E-128
EXEC. STAFF
AREA
E-129OFFICE
E-130
CORRIDOR
E-131
STORAGE
E-132
STORAGE
E-133
(BATTLE STAFF)
S E
E S
T R
U C
T U
R A
L
'-4
REMOVE EXISTING CEILING TO
EXTENT REQUIRED FOR NEW
WALL CONSTRUCTION
REMOVE EXISTING OPERABLE
PARTITIONS AND TRACKS
REMOVE RAISED FLOOR
SYSTEM TO EXTENT REQ.
FOR WALL DEMOLITION, PREP
RAISED FLOOR TO RECEIVE
NEW RAISED FLOOR SYSTEM.
18'-0"
1'-4"
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
T E
SHEET NUMBER:
OF
D E
S C
R
IP
T
IO
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
SP
EC
IA
L O
PE
R
A
TI
O N
S C
IV
IL
E N
G
IN
EE
R
S Q
U A
D R
O N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
A-111
100% DESIGN SUBMITTAL
01/30/2019
F
LO
O R
P
LA
N
D E
M O
LI
T
IO
N
JGH
RCR
CP1026752
R E
P A
IR
C
O M
M A
N D
P O
S T
S
O A
O S
B
U
IL
D
IN
G
1/8" = 1'-0"A-111
1 FLOOR PLAN - DEMOLTION
PLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/4" = 1'-0"A-111
2 ENLARGED PLAN - DEMOLTION
1/4" = 1'-0"A-111
3 DEMOLITION ELEVATION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
PLAN
NORTH
AR94997
DERETSI
G
E R
A R C H
IT
E C
T
FOETAT
S
FL O R ID
A
R IC
E
ACREBO
R
DN
COMMAND POST
BATTLE STAFF
N.C.I.O.S.
JPG
GYM.
CORRIDOR
103A
CORRIDOR
104A
103A
W2
W1
NEW GLASS OPERABLE
PARTITION PANEL SYSTEM
W/ LOCKABLE PIN @
BOTTOM OF END PANEL
A-112
2 MB1 M M
M
M
MB2
BB
PHASE 1
PHASE 1
PHASE 2
PHASE 2
COPIER
EOS
CORRIDOR
MB2
A-501
M2M2M2M2 M2
M2
M2
M2
M2
'-1
1/
2"
'-2
28'-9 1/2"
GRAPHIC LEGEND
ROOM NAME / NUMBER
DESIGNATION101
ROOM NAME
DOOR NUMBER
WINDOW TYPE
WALL TYPE
A
X'-X"
FINISH FLOOR ELEVATION
NEW WALL CONSTRUCTION
EXISTING WALL
EQUIPMENT/FURNITURE, (GF/GI)
M 90" FLATSCREEN MONITOR,
WALL MOUNTED (GF/GI)
MB1
MARKER BOARD (8'X4')
EXISTING DOOR TO REMAIN
MB2
MARKER BOARD (6'X4')
BB
BULLETIN BOARD (7'X8')
HR HANDRAIL
48" FLATSCREEN MONITOR,
WALL MOUNTED (GF/GI)M2
FLOOR PLAN NOTES
1. SEE SHEET WALL CONSTRUCTION LEGEND A-001.
2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @
30'-0" OC MAX.
3. PROVIDE BLOCKING IN WALLS FOR HANDRAILS,
CORNER GUARDS, TV BRACKETS, AND OTHER WALL
MOUNTED ITEMS.
4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR
SPECIFIC WALL DIMENSIONS TO COLUMN LINE AND
EXISTING CONSTRUCTION.
6. PLAN DRAWINGS ARE GENERATED BY A CUT
THROUGH THE WALL AT A HEIGHT OF APPROXIMATELY
48”. COMPONENTS IN OR ON THE WALL ABOVE OR
BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS
PLAN VIEW. SEE ELEVATION VIEWS FOR
IDENTIFICATION OF ALL WALL COMPONENTS AND
OPENINGS.
7. ALL FURNITURE AND EQUIPMENT (FFE) IS GFGI AND
SHOWN FOR COORDINATION.
8. CONTRACTOR IS TO REPAIR ALL DAMAGED AREAS
ADJACENT TO NEW CONSTRUCTION TO MATCH
EXISTING CONDITION TO REMAIN.
9. CONTRACTOR TO REPLACE ALL EXTERIOR WALL
INSULATION AFFECTED BY RENOVATION OF EXTERIOR
WALL.
1'-0"
V .I.
F
5' -5
/8
1'-0"
0"
0"
6"
W2
W1
103A
CORRIDOR
103A
CORRIDOR
104A
4'- 8"
MB2
/2 " 1'
-0
4' -8
1'
-4
5°
1'-0"
1'-0"
1'-0"
HR
HR
INTEGRAL ACCESS
FLOORING STAIR
A-501
M2 M2M2
A-501
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
T E
SHEET NUMBER:
OF
D E
S C
R
IP
T
IO
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
SP
EC
IA
L O
PE
R
A
TI
O N
S C
IV
IL
E N
G
IN
EE
R
S Q
U A
D R
O N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
A-112
100% DESIGN SUBMITTAL
01/30/2019
F
LO
O R
P
LA
N
N E
W W
O R
K
JGH
RCR
CP1026752
R E
P A
IR
C
O M
M A
N D
P O
S T
S
O A
O S
B
U
IL
D
IN
G
1/8" = 1'-0"A-112
1 FLOOR PLAN - NEW WORK
PLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/4" = 1'-0"A-112
2 ENLARGED PLAN
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AR94997
DERETSI
G
E R
A R C H
IT
E C
T
FOETAT
S
FL O R ID
A
R IC
E
ACREBO
R
EXISTING ROOF ACCESS
PANEL
8'-0"9'-0"9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
8'-4"
9'-0"
9'-0"
8'-8"
8'-8"8'-8"
9'-0"
8'-0"
8'-8"
8'-4"
8'-4"
8'-8"
8'-0"
8'-0"
RADIO ROOM
E-114
N.C.O.I.C.
E-115
TOILET
E-118
BREAK ROOM
E-119
CP ADMIN. /
SORTS TRAINING
E-120
SUPT.
E-121
MECHANICAL
E-122
CORRIDOR
E-113
ELEC.
E-112
STORAGE
E-109
O.I.C.
E-111
COMM.
E-108
SECURE COMM.
E-107
STORAGE
E-106
MECH. / ELEC.
E-127
MENS SHOWER
E-126A
MEN
E-126
CORRIDOR
E-124
WOMEN
E-125
BREAK ROOM
E-123
SRC
E-128
C.A.T. CEL
E-105
SECURE
VESTIBULE
E-100
SECURITY
E-101
STORAGE
E-133
STORAGE
E-132
CORRIDOR
E-131
CORRIDOR
E-103A
OFFICE
E-130
EXEC. STAFF
AREA
E-129
COMMAND POST
E-103
EXEC. C.A.T.
E-104
8'-8"
8'-8"
9'-0"
9'-4"
8'-4"
9'-0"
9'-0"
1. EXISTING CEILING HEIGHTS, LAYOUTS, TYPES AND
EQUIPMENT LOCATIONS BASED ON AS-BUILT
DRAWINGS DATED 02/22/2006. CONTRACTOR TO
VERIFY EXISTING CEILING CONDITIONS PRIOR TO
DEMOLITION AT AREAS OF NEW CONSTRUCTION.
CEILING NOTES -
EXISTING
GRAPHIC LEGEND
EXISTING 2' X 2' SUSPENDED
ACOUSTICAL TILE LAY-IN CEILING
WITH GRID
EXISTING 2 X 4 FLUORESCENT
LIGHTING FIXTURE
EXISTING CEILING
DIFFUSER
EXISTING RETURN AIR
GRILLE
EXISTING EXPOSED TO
STRUCTURE
EXISTING CEILING MOUNTED
ACCESS PANEL, VERIFY SIZE AND
LOCATION
EXISTING METAL FRAMED GYPSUM
BOARD SOFFIT CEILING (PAINTED)
EXISTING PREFINISHED METAL
SOFFIT
EXISTING ROOM NAME / NUMBER
DESIGNATION
ROOM NAME
E-101
EXISTING CEILING HEIGHT, V.I.F.9'-0"
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SHEET REFERENCE:
D A
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SHEET NUMBER:
OF
D E
S C
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N R
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A
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F O
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A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
A-150
100% DESIGN SUBMITTAL
01/30/2019
C E
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JGH
RCR
CP1026752
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1/8" = 1'-0"A-150
1 CEILING PLAN - EXISTING SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN
NORTH
AR94997
DERETSI
G
E R
A R C H
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E C
T
FOETAT
S
FL O R ID
A
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E
ACREBO
R
REMOVE EXISTING
OPERABLE PARTITIONS
AND TRACKS
A
A
A
A
A
A
A
C
A
BB
A
B
A
1. THE GOVERNMENT WILL REMOVE EQUIPMENT
PRIOR TO THE BUILDING DEMOLITION.
2. EXISTING CEILING HEIGHTS AND EQUIPMENT
LOCATIONS BASED ON AS-BUILT DRAWINGS DATED
02/22/2006. CONTRACTOR TO VERIFY EXISTING
CEILING CONDITIONS PRIOR TO DEMOLITION FOR
NEW CONSTRUCTION.
3. EXISTING CEILING SYSTEM AND RAISED FLOOR
SYSTEM TO BE DEMOLISHED IN NEW WORK AREA TO
NORTH EDGE OF BATTLE STAFF ROOM 128.
CONTRACTOR TO COORDINATE EXTENT OF
DEMOLITION WITH LOCATION OF NEW CEILING AND
FLOOR SYSTEM. STARTING POINT OF NEW FINISHES
TO BE VERIFIED PRIOR TO START OF DEMO AND
CONSTRUCTION.
4. REFER TO ELECTRICAL, FIRE PROTECTION AND
MECHANICAL DRAWINGS FOR ADDITIONAL
DEMOLITION REQUIREMENTS.
5. DEMOLISH PORTION OF EXISTING WALLS AND
HEADERS TO ACCOMMODATE NEW DUCTWORK,
PIPING, CONDUITS, ETC. REFER TO MECHANICAL,
ELECTRICAL, PLUMBING AND FIRE PROTECTION
DRAWINGS.
6. SEE A-112 FOR CONSTRUCTION PHASING
BOUNDARIES
DEMOLITION NOTES
BREAK ROOM
E-119
CORRIDOR
E-113
SRC
E-128
STORAGE
E-132
CORRIDOR
E-131
CORRIDOR
E-103A
OFFICE
E-130
EXEC. STAFF
AREA
E-129
COMMAND POST
E-103
C.A.T. CEL
E-105
GRAPHIC LEGEND
EXISTING 2' X 2' SUSPENDED
ACOUSTICAL TILE LAY-IN CEILING
WITH GRID TO BE REMOVED
EXISTING 2 X 4 FLUORESCENT
LIGHTING FIXTURE TO REMAIN
EXISTING CEILING
DIFFUSER TO REMAIN
EXISTING RETURN AIR
GRILLE TO REMAIN
A
EXISTING CONDITIONS, NO NEW
WORK
EXISTING CEILING MOUNTED
ACCESS PANEL TO BE REMOVED
C
EXISTING SUSPENDED GYPSUM
BOARD SOFFIT CEILING TO BE
REMOVED
EXISTING 2 X 4 FLUORESCENT
LIGHTING FIXTURE TO BE REMOVED
EXISTING CEILING
DIFFUSER TO BE REMOVED
EXISTING RETURN AIR
GRILLE TO BE REMOVED
EXISTING ROOM NAME / NUMBER
DESIGNATION
ROOM NAME
E-101
EXISTING 2' X 2' SUSPENDED
ACOUSTICAL TILE LAY-IN CEILING
WITH GRID TO REMAIN
B
NOTE: ELEMENTS SHOWN ONLY IN ROOMS WITH ADJACENT
EXISTING CEILING CONSTRUCTION TO BE DEMOLISHED.
ALL OTHER EXISTING CEILING ELEMENTS TO REMAIN ARE
NOT SHOWN FOR CLARITY.
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SHEET REFERENCE:
D A
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SHEET NUMBER:
OF
D E
S C
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N R
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A
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F O
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M A
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SP
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H U
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LB
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FI
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LD
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ID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
A-151
100% DESIGN SUBMITTAL
01/30/2019
C E
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IN
G P
LA
N
D
E M
O
LI
T
IO
N
JGH
RCR
CP1026752
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P A
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C
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M A
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P O
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S
O A
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B
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1/8" = 1'-0"A-151
1 CEILING PLAN - DEMOLITION SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN
NORTH
AR94997
DERETSI
G
E R
A R C H
IT
E C
T
FOETAT
S
FL O R ID
A
R ICE
ACREBO
R
BATTLE STAFF
JPG
COMMAND POST
N.C.I.O.S.
CORRIDOR
103A
8'-5"
CORRIDOR
104A
1 NEW CEILING SYSTEM AT LOCATION
OF NEW CABLE TRAY ROUTING AS
REQUIRED. LIGHTING & HVAC
DIFFUSERS & ALL OTHER CEILING
MOUNTED EQUIPMENT TO BE
REMOVED, PROTECTED & REPLACED
IN ORIGINAL LOCATION ONCE NEW
CEILING SYSTEM IS INSTALLED.
A-603
A-603
A-603
A-6031
REINSTALL EXISTING ROOF
ACCESS PANEL
A-603
A-602
GRAPHIC LEGEND
2' X 2' SUSPENDED ACOUSTICAL
TILE LAY-IN CEILING WITH GRID
2 X 4 FLUORESCENT LIGHTING
FIXTURE, SEE ELECTRICAL
DRAWINGS
CEILING DIFFUSER, SEE
MECHANICAL DRAWINGS
RETURN AIR GRILLE, SEE
MECHANICAL DRAWINGS
EXISTING CONDITIONS, NO NEW
WORK
CEILING MOUNTED ACCESS PANEL,
COORDINATE SIZE AND LOCATION
W/ EXISTING ACCESS HATCH
ROOM NAME / NUMBER
DESIGNATION101
ROOM NAME
METAL FRAMED GYPSUM BOARD
SOFFIT CEILING (PAINTED)
EXIT LIGHT, SEE ELECTRICAL
DRAWINGS FOR DIRECTIONAL
INFORMATION
1. ALL CEILING HEIGHTS ARE TO MATCH EXISTING.
2. VERIFY LOCATION OF EXISTING ACCESS PANEL PRIOR
TO CONSTRUCTION.
3. STARTING POINT OF NEW FINISHES TO BE VERIFIED
PRIOR TO START OF DEMO AND CONSTRUCTION.
4. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES
AND MECHANICAL VENTS SHALL BE CENTERED WITHIN
CEILING TILES UNLESS NOTED OTHERWISE.
REFLECTED CEILING
NOTES
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SHEET REFERENCE:
D A
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SHEET NUMBER:
OF
D E
S C
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N R
E V
A
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F O
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M A
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L O
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U A
D R
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H U
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LB
U R
T
FI
E
LD
, F
LO
R
ID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
A-152
100% DESIGN SUBMITTAL
01/30/2019
C E
IL
IN
G P
LA
N
N
E W
W O
R K
JGH
RCR
CP1026752
R E
P A
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C
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M A
N D
P O
S T
S
O A
O S
B
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1/8" = 1'-0"A-152
1 CEILING PLAN - NEW WORK SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN
NORTH
AR94997
DERETSI
G
E R
A R C H
IT
E C
T
FOETAT
S
FL O R ID
A
R ICE
ACREBO
R
FASCIA PLATE
PEDASTAL BASE
DIAGONAL BRACE TO
PEDASTAL HEAD
PEDASTAL HEAD
TRIM ANGLE
ACCESS PANEL
STRINGER
6" 6"
CARPET TILE ON
ACCESS PANEL
1' -0
CARPET TILE ON ACCESS
PANEL TREAD, SEE
INTERIOR FINISH PLAN
EXISTING 5/8" GYPSUM WALL
BOARD
EXISTING 6" METAL STUD
WALL FRAMING
NEW 6" METAL STUD INFILL
AT NEW RECESS CORNER
AS NECESSARY
5/8" GYPSUM WALL BOARD
AS NECESSARY, SEAL
SEAMS, REFINISH TO LEVEL 5
FINISH AND PAINT TO MATCH
EXISTING.
5/8" 2"
NEW 3 5/8" GALV. METAL
STUDS @ 16" O.C., SEE WALL
TYPES A-001
N.C.I.O.S.
CORRIDOR
EXISTING 3 5/8" METAL STUD
WALL FRAMING
EXISTING 5/8" GYPSUM
WALL BOARD
CORNER GUARD
BENT METAL STUD AS NECESSARY
2 1/2" GALV. METAL STUD FURRING
ON C.I.P. CONCRETE WALL, SEE
WALL TYPES A-001
5/8" GYPSUM WALLBOARD
BENT METAL STUD AS NECESSARY 13
5°
1'-
1/2
"ANODIZED ALUMINUM
SLIDING WINDOW SYSTEM,
STC 29 MIN.
GYPSUM WALL BOARD ON 3 5/8"
GALVANIZED METAL STUD FRAMING,
SEE WALL TYPE / CONSTRUCTION
LEGEND ON SHEET A-001 FOR SPECIFIC
STUD AND GYPSUM BOARD
REQUIREMENTS
DOUBLE 16 GA GALVANIZED STEEL STUDS, SEE
WALL TYPE / CONSTRUCTION LEGEND ON
SHEET A-001 FOR SPECIFIC STUD AND GYPSUM
BOARD REQUIREMENTS
5/8" 3 5/8" 2" 7…
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