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NO. 1
TO THE DRAWINGS AND THE PROJECT MANUAL
PROJECT NAME: Forney Academic Center Renovations
CLIENT NAME: Forney Independent School District
LOCATION: Forney, Texas
PROJECT NUMBER: 01766-03-02
PROPOSAL DATE: May 8, 2018, Time 2:00 PM (per the Pre-Proposal Meeting held April 25, 2018)
ADDENDUM DATE: April 26, 2018
For additional information regarding this project, contact LaTonya Whitfield-Horhn at 800.687.1229.
THIS ADDENDUM INCLUDES:
Structural Items 3 Pages
Architectural Items 4 Pages
AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM
Project Name: Forney Academic Center Renovation
Client: Forney ISD
Houston, Texas
Project Number: 1766-03-02
Structural Items For
Addendum No. 1
Page 1 of 1
STRUCTURAL ITEMS FOR ADDENDUM NO. 1 NOTICE TO PROPOSERS:
A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated
integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take
precedence.
B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s
proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided
on the proposal form. Failure to do so may subject Proposer to disqualification.
REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:
DRAWINGS:
AD No 1, Struct Item 1: To the Drawings, Sheet S0.0, “GENERAL NOTES,”
Replace this sheet in its entirety with Sheet S0.0, included herein as part of this Addendum.
AD No 1, Struct Item 2: To the Drawings, Sheet S0.3, “DEMO PLAN - SECTION 2,”
Replace this sheet in its entirety with Sheet S0.1, included herein as part of this Addendum.
END OF STRUCTURAL ADDENDUM
F-12524.26.2018
T/SLAB EL
REF PLAN
NOTE:AT NEW INFILL OF EXISTING MASONRY, CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY DURING ERECTION AS EXISTING MATERIALS ARE REMOVED FROM OPENINGS AND NEW INFILL IS CONSTRUCTED BEFORE NEW INFILL CONSTRUCTION IS COMPLETED. THE CONTRACTOR HAS THE OPTION TO BOLT NEW TEMPORARY STEEL CHANNELS ON EACH SIDE OF THE MASONRY FOR TEMPORARY STABILITY. ALL BOLT HOLES SHALL BEREVIEWED BY ARCHITECT BEFORE INSTALLATION AND REPAIRED AS APPROVED BY ARCHITECT. ALTERNATIVELY, CONTRACTOR HAS THE OPTION TO ROUT OUT BEDJOINTS, INSTALL NEW TEMPORARY STEEL ANGLES, SHIM NEW TO EXISTING WITH SLATE SHIMS IN MORTAR, REMOVE STEEL ANGLES, AND POINT MORTAR JOINTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING DESIGN. ALL NEW MASONRY SHALL BE TOOTHED INTO EXISTING MASONRY FOR CONTINUOUS UNINTERRUPTED BOND WITH EXISTING MASONRY. ALL NEW EXTERIOR CMU WALLS SHALL BE REINFORCED WITH #5 VERTICAL BARS AT 48 INCHES ON CENTER WITH BEDJOINT REINFORCEMENT AT 16 INCHES ON CENTER. ALL NEW EXTERIOR CMU WALL REINFORCEMENT SHALL BE DOWELED INTO EXISTING CMU AND EXISTING FOUNDATION WITH EPOXY SUCH AS HILTI HY-20 A MINIMUM OF 5 INCHES.
HATCHED AREAINDICATES EXISTING MASONRY TO REMAIN
NEW DOWEL #5 2'-0"x2'-0"
NEW CMU BOND BEAM PER
FILL THIS VERTICAL CELL WITH CONCRETE AND REINF WITH (1) #5
NEW CMU
NEW DOWEL TO FOUNDATIONBELOW WITH (1) #5 INTOHILTI HIT ANCHOR
REF NEW CMU SCHEDULE FOR LINTEL DEPTH AND REINFORCEMENT REQUIRED
CONCRETE MASONRY UNIT LINTEL SCHEDULE FOR 6, 8, 10, AND 12" CMU
TOP REINFORCEMENT PER SCHEDULE (MAX TWO BARS PER COURSE)
TROUGH BLOCK (TYP)
VERTICAL LINTEL REINFORCEMENT
SCHEDULED CMU LINTELS
SPAN
UP TO 26'-0"
BOTTOM REINFORCEMENT PER SCHEDULE (MAX TWO BARS PER COURSE)
TOP REINF
(4)-#6
BOTTOM REINF
(4)-#6
DEPTH
4'-0"
VERTICAL WALL REINFORCEMENT. AT CMU LINTELS SUPPORTING MASONRY VENEER, VERTICAL REINFORCEMENT SHALL HAVE STANDARD HOOKS INTO THE BOTTOM COURSE OF THE CMU LINTEL.
CMU LINTEL SCHEDULE NOTES: 1. CMU LINTELS FOR SPANS OVER 12'-0" SHALL BE
DETAILED ELSEWHERE.2. THE SPAN OF THE CMU LINTEL SHALL BE CLEAR
DISTANCE FOR THE OPENING IN THE CMU WALL PLUS 1'-4"
3. A MINIMUM OF 0'-8" BEARING SHALL BE PROVIDED AT EACH END OF CMU LINTELS WHERE THE SPAN IS LESS THAN 7'-11"
4. A MINIMUM OF 1'-4" BEARING SHALL BE PROVIDED AT EACH END OF CMU LINTELS WHERE THE SPAN IS GREATER THAN 8'-0"
5. ALL CELLS FOR CMU LINTELS SHALL BE GROUTED SOLID
6. MINIMUM DEPTH OF ANY CMU LINTEL SUPPORTING MASONRY VENEER SHALL BE 2'-0". THE FIRST TWO COURSES OF ANY LINTEL SUPPORTING MASONRY VENEER SHALL BE 8" MINIMUM.
OPENING IN CMU WALL
LOCATION OF ADDITIONAL TOP BARS WHERE MORE THAN (2) TOP BARS ARE SPECIFIED
LOCATION OF ADDITIONAL BOTTOM BARS WHERE MORE THAN (2) BOTTOM BARS ARE SPECIFIED
SOLID GROUT AT CMU LINTEL
CMU WALL ABOVE LINTEL SHALL NOT BE LESS THAN ONE HALF THE SPAN ON THE LINTEL FOR SCHEDULED LINTELS.
NOTE: THIS DETAIL SHALL APPLY AT ALL LOCATIONS WHERE MASONRY WALLS ARE REQUIRED TO SPAN ACROSS OPENINGS IN 6,8,10, OR 12" LOAD BEARING, EXTERIOR NON-LOAD BEARING, AND NON-LOAD BEARING CMU WALLS.
WIDEN FIRST TWO COURSES OF LINTEL WHERE REQUIRED FOR SUPPORT OF MASONRY VENEER
UP TO 3'-6" (2)-#5 (2)-#50'-8"
SP
LIC
E L
EN
GT
H P
ER
NO
TE
S
CONCRETE FILLED BOND BEAMAT TOP COURSE WITH (2)-#5 CONT
CONCRETE FILLED BOND BEAMSPER SCHEDULE
HORIZONTAL BED JOINT REINFPER SPEC
VERTICAL REINF = #5 AT 48" O.C.
SP
LIC
E L
EN
GT
H P
ER
NO
TE
S
DWLS TO EXTEND INTO EXISTING SLAB -REF TYPICAL DETAIL
NOTE: ALL VERTICAL REINFORCEMENT DISPLACED BY OPENINGS IN CMU WALL SHALL BE EQUALLY REDISTRIBUTEDTO BOTH SIDES OF THE OPENING. REDISTRIBUTED VERTICAL REINFORCEMENT SHALL EXTEND THE FULL HIEGHT OF ALL WALLS. PORTIONS OF WALL ABOVE AND BELOW OPENINGS SHALL BE REINFORCED PER THE TYPICALCMU REINFORCEMENT DETAIL
WA
LL W
IDT
H
STAGGERED VERTICAL REINFORCEMENT PLAN (MULTI-WYTHE WALL)
VERTICAL REINFORCMENT PER PLAN. CENTER REINFORCEMENT IN CELL.
HEAD JOINTS SHALL BE FULLY MORTARED AT MULTI-WYTHE WALLS
EQ
EQ
EQ
EQ
3/8"
MAX SPACING PER PLAN
MAX SPACING PER PLAN MAX SPACING PER PLAN
VERT CMU DWLS INTO HILTI HIT-HY 200 ADHESIVE ANCHOR WITH 4" MIN EMBED INTO SLAB/GRADE BEAM
EXISTING SLAB ON GRADE
DWLS TO MATCH SIZE AND SPACING OF VERT CMU WALL REINF, LAP INTO WALL PER LAP LENGTH SPECIFIED IN GENERAL NOTES
5"
CMU WALL PER PLAN - REINFPER NON LOAD-BEARING CMUREINFORCING SCHEDULE
PLAN
REF
FOUNDATION
HSS MASONRY SUPPORT FRAME
3" M
IN.
ELEVATION DETAIL AT FOUNDATION CONNECTION
PLAN DETAIL AT FOUNDATION CONNECTION
SECTION DETAIL AT CONNECTION
HSS MASONRY SUPPORT FRAME
1/2" DIA EPOXY ANCHOR WITH 4" EMBED INTO SLAB
L3X3X1/4 x 4" LONG
3-SIDES
HSS MASONRY SUPPORT FRAME
L3X3X1/4 x 4" LONG
1/2" DIA EPOXY ANCHOR WITH 4" EMBED INTO SLAB
EDGE OF FLOOR SLAB
1/4" END PLATE
CONT 3/8" THICK BENT PLATE TO BE STOPPED 1/2" SHORT OF VENEER OPENING ON BOTH SIDES
MASONRY VENEER, REF ARCH
5"
1"FACE OF MASONRY VENEER
6" CFMF STUD TO BE DESIGNED BY CONTRACTOR'S CFMF ENGINEER
8" MAX.
SECTION DETAIL AT HEADER WITH MASONRY SUPPORT
3-12
3-12
HSS HEADER
NEW L6X6X5/16 X 8" LONG
EXISTING STEEL BEAM
HS
S6
x 6
x 1/
4 P
OS
T
HSS6 x 6 x 1/4 HEADER + 1/4" BENT
PLATE
12'-0" MAX
OPENING WIDTH AS REQ'D
22'-0
" M
AX
.
WA
LL H
EIG
HT
AS
RE
Q'D
CONT SPANDREL BEAM PER PEMB ENGINEER
CFMF STUDS TO BE DESIGNED BY CONTRACTOR'S CFMF
ENGINEER
HSS MASONRY SUPPORT FRAME
FOUNDATION
8'-0
" F
OR
OP
EN
ING
S O
VE
R 8
'-0"
MA
X H
GT
. OF
VE
NE
ER
= 1
2' -
0"
FO
R O
PE
NIN
GS
8'-0
" A
ND
UN
DE
R
REF SECTION DETAIL AT EXISTING BEAM CONNECTION THIS SHEET
REF PLAN DETAIL AND ELEVATION AT FOUNDATION CONNECTION THIS SHEET
FULLY WELD HEADER TO POST (TYP)
HS
S6
x 6
x 1/
4 P
OS
T
REF SECTION AT HEADER WITH MASONRY SUPPORT
THE FRAMING SHOWN HERE SHALL BE USED AT ALL LOCATIONS WHERE SUPPORT IS REQUIRED FOR MASONRY VENEER OVER OPENINGS IN CFMF WALLS
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF R. CRAIG McKEE, P.E. 111569. IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES
F-1252
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2018, Huckabee & Associates, Inc.
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S0.0
GENERAL NOTES
04.26.18
1766-03-03
FAC
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ABBREVIATIONS
# = POUNDS, NUMBER
& = AND
A/E = ARCHITECT AND ENGINEER AB = ANCHOR BOLT
ADDL = ADDITIONAL
ADH = ADHESIVE
ADJ = ADJACENT
AESS = ARCHITECTURAL EXPOSED
STRUCTURAL STEEL ALT = ALTERNATE
APPROX = APPROXIMATE
ARCH(L) = ARCHITECT (ARCHITECTURAL)
B/ = BOTTOM OF
BLDG = BUILDING BLKG = BLOCKING
BM = BEAM
BO = BOTTOM OF
BOB = BOTTOM OF BEAM
BOD = BOTTOM OF DECK BOL = BOTTOM OF LINTEL
BOS = BOTTOM OF STEEL
BOTT = BOTTOM
BRG = BEARING
BTWN = BETWEEN CANT = CANTILEVER
CFMF = COLD FORM METAL FRAMING
CJ = CONSTRUCTION JOINT OR
CONTROL JOINT
CJP = COMPLETE JOINT PENETRATION
CL = CENTER LINE CLR = CLEAR, CLEARANCE
CMU = CONCRETE MASONRY UNIT
COL = COLUMN
CONC = CONCRETE
CONN = CONNECTION CONT = CONTINUOUS
COORD = COORDINATE
COV = COVER
CTR = CENTER
CTU = CONCRETE TILT-UP CWI = CERTIFIED WELDING INSPECTOR
db = BAR DIAMETER
DBA = DEFORMED BAR ANCHOR
DBL = DOUBLE
DL = DEAD LOAD
DEG = DEGREEDET = DETAIL
DFE = DEEP FOUNDATION ELEMENT
DIA = DIAMETER
DIAG = DIAGONAL
DIM = DIMENSION DN = DOWN
DWG = DRAWING
DWL = DOWEL
EA = EACH
EF = EACH FACE EJ = EXPANSION JOINT
EL = ELEVATION
EMBED = EMBEDMENT
ENGR = ENGINEER
EOS = EDGE OF SLAB EQ = EQUAL
EQUIP = EQUIPMENT
EW = EACH WAY
EXIST = EXISTING
EXT = EXTERIOR
F.F.E. = FINISHED FLOOR ELEVATION f'c = CONCRETE 28 DAY MINIMUM
COMPRESSIVE STRENGTH
FD = FLOOR DRAIN
FIN = FINISH(ED)
FLR = FLOOR f'm = MASONRY MINIMUM COMPRESSIVE
STRENGTH
FND = FOUNDATION
FOA = FACE OF ANGLE
FOC = FACE OF CONCRETE FOM = FACE OF MASONRY
FS = FAR SIDE
FT = FEET
FTG = FOOTING
FV = FIELD VERIFY
Fy = YIELD STRESS GA = GAGE
GALV = GALVANIZED
GB = GRADE BEAM
GEN = GENERAL
GLULAM = GLUED-LAMINATED BEAM GR = GRADE
HI = HIGH
HK = HOOK
HORIZ = HORIZONTAL
HSA = HEADED STUD ANCHOR HSS = HOLLOW STRUCTURAL SECTION
ICF = INSULATED CONCRETE FORM
INFO = INFORMATION
INT = INTERIOR
ISF = INSIDE FACE JST = JOIST
JT = JOINT
K = KIPS (1000 LBS)
L = ANGLE, ANGLE SHAPE
LBS = POUNDS
LF = LINEAR FOOT LG = LENGTH
LL = LIVE LOAD
LLH = LONG LEG HORIZONTAL
LLV = LONG LEG VERTICAL
LO = LOW LONG = LONGITUDINAL LSH = LONG SIDE HORIZONTAL
LSV = LONG SIDE VERTICAL
LT WT = LIGHTWEIGHT
MAS = MASONRY
MAX = MAXIMUM MECH = MECHANICAL
MEZZ = MEZZANINE
MFR = MANUFACTURER
MID = MIDDLE
MIN = MINIMUM
MISC = MISCELLANEOUS MO = MASONRY OPENING
MSL = MEAN SEA LEVEL
MTL = METAL
NS = NEAR SIDE
NTS = NOT TO SCALE OC = ON CENTER
OH = OPPOSITE HAND or OVERHANG
OPH = OPPOSITE HAND
OPNG = OPENING
OSF = OUTSIDE FACE OVH = OVERHANG, OVERHEAD
PAF = POWER ACTUATED FASTENER
PCC = PRECAST CONCRETE
PEMB = PRE-ENGINEERED METAL BUILDING
PERP = PERPENDICULAR
PJP = PARTIAL JOINT PENETRATION PL = PLATE
PLF = POUNDS PER LINEAR FOOT
PLYWD = PLYWOOD
PRELIM = PRELIMINARY
PSF = POUNDS PER SQUARE FOOT PSI = POUNDS PER SQUARE INCH
PT = POST TENSIONED
QTY = QUANTITY
R = RADIUS, REACTION
REF = REFERENCE REINF = REINFORCEMENT(ING)
REM = REMAINDER
REQD = REQUIRED
REV = REVISION
RTU = ROOF TOP UNIT SCHED = SCHEDULE
SDS = SELF-DRILLING SCREW
SECT = SECTION
SEOR = STRUCTURAL ENGINEER OF RECORD
SF = SQUARE FEET
SHT = SHEET SIM = SIMILAR
SOG = SLAB ON GRADE
SPA = SPACING
SPEC = SPECIFICATIONS
SQ = SQUARE STD = STANDARD
STIFF = STIFFENER
STIRR = STIRRUP(S)
STL = STEEL
STRUCT = STRUCTURAL, STRUCTURE SYM = SYMMETRICAL
TO = TOP OF
TOVL = TOP OF VENEER LEDGE
TEMP = TEMPORARY, TEMPERATURE
THD = THREADED
TOC = TOP OF CONCRETE TOM = TOP OF MASONRY
TOS = TOP OF STEEL, TOP OF SLAB
TOW = TOP OF WALL (CMU, ICF & CFMF)
TWP = TILT-WALL PANEL
TYP = TYPICAL UNO = UNLESS NOTED OTHERWISE
VERT = VERTICAL
VL = VENEER LEDGE
W/ = WITH
W/O = WITHOUT WP = WORKING POINT
S0.0 3/4" = 1'-0"
1 TYPICAL NEW OPENINGS OR INFILL IN EXISTING CMU WALLS0.0 3/4" = 1'-0"
2 TYPICAL CMU LINTEL DETAIL
S0.0 3/4" = 1'-0"
3 TYPICAL NEW NON-LOAD BEARING CMU WALL REINFORCEMENT DETAIL
S0.0 1 1/2" = 1'-0"
5 TYPICAL VERTICAL CMU REINFORCEMENT ORIENTATION DETAILS0.0 3/4" = 1'-0"
4 SECTION
2009
#4 BARS - 2'-0" (MIN) #5 BARS - 2'-7" (MIN)
#6 BARS - 4'-10" (MIN)
#7 BARS - 6'-7" (MIN)
11. PROVIDE VERTICAL CONTROL JOINTS AT LOCATIONS APPROVED BY THE ARCHITECT, WITH A MAXIMUM SPACING OF 20 FEET.HORIZONTAL BOND BEAM REINFORCEMENT SHALL CONTINUE THROUGH ALL CONTROL JOINTS IN ALL WALLS (BOTH
LOAD-BEARING AND NON-LOAD BEARING WALLS). CONTROL JOINTS SHALL CONSIST OF A VERTICAL MASONRY JOINT, RAKED
BACK AND CAULKED.
12. DOVETAIL ANCHORS SHALL BE USED AT ALL VENEER TIES ANCHORED INTO CONCRETE.
DESIGN LOADS:
THE FOLLOWING DESIGN LOADS WERE USED FOR THIS BUILDING BASED ON THE 2009 INTERNATIONAL BUILDING CODE:
FLOOR LIVE LOADS: 100 PSF
CLASSROOMS ABOVE THE GROUND FLOOR: 40 PSF
ROOF LIVE LOAD: 20 PSF
ROOF SNOW LOAD
GROUND SNOW LOAD = 5.0 PSFFLAT-ROOF SNOW LOAD = 5.8 PSF
SNOW EXPOSURE FACTOR = 1.0
SNOW LOAD IMPORTANCE FACTOR, = 1.1THERMAL FACTOR. = 1.0
WIND DESIGN DATA:
BASIC WIND SPEED (3 SECOND GUST): 90 MPHWIND IMPORTANCE FACTOR=1.15 ASCE 7-05
RISK CATEGORY=III ASCE 7-10WIND EXPOSURE CATEGORY: C
INTERNAL PRESSURE COEFFICIENTS: +/- 0.18
ALL NEW COMPONENTS AND CLADDING NOT DESIGNED BY THE ENGINEER SHALL BE DESIGNED FOR NET PRESSURES BELOW
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
WALLS:
EFFECTIVE AREA = 10 FT^2
ZONE 4 (MORE THAN 12 FT FROM A BUILDING CORNER): +/- 22 PSF ZONE 5 (LESS THAN 12 FT FROM A BUILDING CORNER): +/- 27 PSF
EFFECTIVE AREA = 500 FT^2
ZONE 4 (MORE THAN 12 FT FROM A BUILDING CORNER): +/- 16 PSF
ZONE 5 (LESS THAN 12 FT FROM A BUILDING CORNER): +/- 16 PSF
ROOFS: EFFECTIVE AREA = 10 FT^2
ZONE 1 (MORE THAN 12 FT EDGE OF ROOF): +16/-24 PSF
ZONE 2 (LESS THAN 12 FT FROM A BUILDING CORNER): +21/-37 PSF
ZONE 3 (CORNER ZONE): +21/-56 PSF
EFFECTIVE AREA = 100 FT^2
ZONE 1 (MORE THAN 12 FT EDGE OF ROOF): +16/-24 PSF
ZONE 2 (LESS THAN 12 FT FROM A BUILDING CORNER): +16/-26 PSF ZONE 3 (CORNER ZONE): +16/-33 PSF
EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR, I: 1.25MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS=0.120 S1=0.052
SITE CLASS: C
SEISMIC DESIGN CATEGORY: A
DESIGN BASE SHEAR: 0.01 X DL
ANALYSIS PROCEDURE USED: SEISMIC DESIGN REQUIREMENTS FOR SEISMIC DESIGN CATEGORY A
FLOOD HAZARD INFORMATION:
THIS BUILDING IS NOT DESIGNED FOR FLOOD LOADS.
GENERAL NOTES:
1. REFER TO THE PROJECT MANUAL FOR GOVERNING JOB REQUIREMENTS AND MATERIAL SPECIFICATIONS. THE FOLLOWINGNOTES ARE SUPPLEMENTAL TO THE ABOVE REQUIREMENTS.
2. ALL DIMENSIONS TO, OF, AND IN EXISTING STRUCTURES SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER.
3. DO NOT CHANGE THE SIZE NOR SPACING OF STRUCTURAL ELEMENTS WITHOUT THE APPROVAL OF THE ENGINEER.
4. DETAILS SHOWN AS TYPICAL APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.
5. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
6. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE
METHODS OF CONSTRUCTION UNLESS SPECIFICALLY STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL REQUIRED BRACING OF THE BUILDING AND OTHER STRUCTURES REQUIRED FOR CONSTRUCTION AND
WIND LOADS UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED.
7. THE DESIGN IS BASED ON INTERNATIONAL BUILDING CODE.
8. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BEFULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE UNDERGROUND UTILITIES.
9. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL
BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER'S
APPROVAL.
10. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE AND COORDINATE HIS WORK WITH THE WORKOF OTHERS.
11. PRINCIPAL OPENINGS ARE INDICATED ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS FOR SLEEVES, BLOCKOUTS, INSERTS, CURBS, OPENINGS AND SLAB DEPRESSIONS THAT ARE REQUIREDBUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. VERIFY SIZE AND LOCATION OF OPENINGS PRIOR TO BEGINNING WORK. FOR
DIMENSIONS NOT SHOWN, SEE MECHANICAL, ELECTRICAL, CIVIL AND ARCHITECTURAL DRAWINGS.
12. VERIFY SIZE AND LOCATION OF EQUIPMENT PADS WITH MECHANICAL AND/OR ELECTRICAL CONTRACTOR AND EQUIPMENTMANUFACTURER.
13. THE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DETERMINATION OF QUANTITY, LENGTH OR FIT OF MATERIALS.
14. CONTRACTOR SHALL COMPARE STRUCTURAL AND ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCY TO THEARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS.
15. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION MATERIALS WHOSE WEIGHT EXCEEDS THE DESIGN LIVE LOADS INDICATED
ON THE STRUCTURAL DRAWINGS ARE NOT STORED ON STRUCTURALLY SUPPORTED FLOOR OR ROOF FRAMING.
16. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH, IN HIS OR HER OPINION, MIGHT
ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE.
17. REFER TO SECTION 014533 OF THE PROJECT SPECIFICATIONS FOR QUALITY ASSURANCE PLAN AND SPECIAL INSPECTION
REQUIREMENTS.
IMPORTANT NOTE REGARDING STABILITY DURING CONSTRUCTION:
1. TOP OF BEAMS ELEVATIONS ARE DELIBERATELY NOT PROVIDED ON THE FRAMING PLANS BECAUSE THE TOP OF BEAMELEVATION SHALL BE ESTABLISHED BY THE STEEL DETAILER BASED ON THE GEOMETRIC ROOF REQUIREMENTS DEFINED BY
THE CONSTRUCTION DRAWINGS AND BOTTOM OF DECK ELEVATIONS. THE TOP OF BEAM ELEVATIONS SHALL ACCOUNT FOR THEACTUAL JOIST SEAT DEPTHS, AS ESTABLISHED ON THE STEEL JOIST SHOP DRAWINGS.
IMPORTANT REMODEL NOTES:
1. THE PLANS AND SECTIONS DO NOT NECESSARILY SHOW ALL LOCATIONS WHERE TYPICAL DETAILS APPLY. IN ADDITION,
TYPICAL DETAILS PROVIDED ON DRAWING SHEETS FOR ANY PORTION OF THE OVERALL CONSTRUCTION CONTRACT (E.G.
DIFFERENT VOLUMES, CONSTRUCTION PHASES, BUILDING AREAS TO BE REMODELED, ETC…) SHALL APPLY TO ALL WORK IN THECONSTRUCTION CONTRACT EVEN IF THEY ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS FOR THIS SPECIFIC PORTION OF THE
OVERALL CONSTRUCTION CONTRACT.REFER TO THE ARCHITECTURAL DRAWINGS FOR THE FINISHED SCOPE AND REFER TOTHE STRUCTURAL DRAWINGS AND NOTES FOR DIRECTION ON HOW TO ACHIEVE THAT FINISHED SCOPE UNDER THE EXISTING
CONDITIONS. EXAMPLES OF THIS INCLUDE AREAS WHERE THE EXISTING SLAB ON GRADE FOUNDATIONS WILL BE REQUIRED TOBE REMOVED AND REPLACED TO FACILITATE INSTALLATION OF NEW PLUMBING. THE CONTRACTOR SHALL DETERMINED THE
LOCATIONS WHERE EXISTING SLABS WILL HAVE TO BE REMOVED AND REPLACED, AND WHERE THE TYPICAL EXISTING SLAB ON
GRADE REPAIR DETAIL SHALL APPLY.
2. AT NEW OPENINGS IN EXISTING WALLS AND WHERE EXISTING WALLS ARE DEMOLISHED, UNLESS OTHERWISE INDICATED ON
THE STRUCTURAL PLANS AND/OR SECTIONS/DETAILS, THE CONTRACTOR SHORE UP THE EXISTING STRUCTURE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF PERSONNEL AND ANY DAMAGE TO PROPERTY CAUSED BY DEMOLITION
OPERATIONS. ADDITIONAL MEANS OF SHORING THE WALLS DURING DEMOLITION SHOULD BE PROVIDED IF THE CONTRACTORBELIEVES APPROPRIATE. AT LOCATIONS SHOWN ON THE ARCHITECTURAL PLANS AND SECTIONS WHERE THE ARCHITECTURAL
DRAWINGS INDICATE NEW OPENINGS IN EXISTING MASONRY WALLS OR WHERE EXISTING LOAD-BEARING MASONRY WALLS ARETO BE DEMOLISHED, DEMOLISH THE EXISTING MASONRY AND INSTALL NEW REINFORCED CONCRETE MASONRY LINTELS AND
JAMBS PER THE NOTES/SPECIFICATIONS/DETAILS/SCHEDULES FOR NEW MASONRY TO CREATE THE LINTEL AND JAMBS,TOOTHING TOGETHER NEW MASONRY INTO EXISTING MASONRY EVERY OTHER COURSE. WHERE THE NEW MASONRY LINTELS
ARE TO BE LOCATED ABOVE CEILINGS BECAUSE LINTELS ARE NOT SHOWN ON THE THER REFLECTED CEILING PLAN, THE
CONTRACTOR SHALL HAVE THE OPTION TO INSTALL A NEW CHANNEL LINTEL ASSEMBLY PER THE SCHEDULE ON THE TYPICAL
DETAIL. ANY NEW HEADERS AND JAMBS REQUIRED FOR NEW OPENINGS IN EXISTING CFMF WALLS SHALL BE DESIGNED BY THE
CONTRACTOR'S CFMF ENGINEER.
3. AT INTERIOR WALLS TO BE DEMOLISHED, WHERE DEMOLITION ENDS AT AN EXISTING INTERIOR CFMF OR EXISTING INTERIOR
MASONRY WALL, INSTALL NEW INTERIOR WALL BRACING PER TYPICAL DETAILS FOR NEW CONSTRUCTION.
STEEL NOTES:
1. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION.
2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY.
3. ANY CONNECTIONS WITHOUT WELD SYMBOLS SHALL BE AT A MINIMUM WELDED ALL AROUND WITH THE MINIMUM FILLET, FLARE
BEVEL OR BUTT WELD SIZE.
4. STRUCTURAL STEEL C SHAPES, ANGLES, PLATES, ETC. SHALL CONFORM TO ASTM A36 REQUIREMENTS (36 KSI). STRUCTURAL
STEEL W SHAPES SHALL CONFORM TO ASTM A992 (50 KSI). STRUCTURAL TUBING AND PIPES SHALL CONFORM TO THE ASTMA500 GRADE B REQUIREMENTS (46 KSI).
5. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL
DRAWINGS.
6. CONNECTIONS:A. ALL STEEL CONNECTIONS SHALL BE DESIGNED BY A CONNECTION ENGINEER TO BE HIRED BY THE CONTRACTOR. THE
CONTRACTOR'S CONNECTION ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN SHALL BE A PROFESSIONAL
ENGINEER FAMILIAR WITH THE DESIGN OF SUCH ELEMENTS AND SHALL BE LICENSED TO PRACTICE ENGINEERING IN THE
STATE OF TEXAS. CONNECTION DESIGNS AND DETAILS SHOWN ON THE DRAWINGS SHALL BE CONSIDERED MINIMUMS.
FINAL CONFIGURATION, PLATE AND ANGLE THICKNESSES, NUMBER OF BOLTS, BOLT DIAMETERS, AND WELD DESIGNS
SHALL BE DESIGNED BY THE CONTRACTOR'S CONNECTION ENGINEER. CONNECTION DESIGN WILL BE SUBJECT TO REVIEWAND APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL
INFORMATION AND REQUIREMENTS.B. ALL BOLTED CONNECTIONS ARE TO BE 3/4" MINIMUM DIAMETER A325 TYPE N OR SC BOLTS IN STANDARD HOLES UNLESS
NOTED OTHERWISE OR AS DETERMINED BY THE CONNECTION DESIGNER OR NOTED ON THE PLANS. DESIGN USING
STANDARD HOLES UNLESS OTHERWISE NOTED OR REQUIRED FOR ERECTION.C. MINIMUM CAPACITY OF BEAM CONNECTIONS: FOR CONNECTIONS NOT DETAILED, PROVIDE CONNECTION CAPACITY OF AT
LEAST THAT REQUIRED BY PART 3 OF THE AISC MANUAL IN THE SECTION "MAXIMUM TOTAL UNIFORM LOAD TABLES" FORLRFD DESIGN OR "ALLOWABLE LOADS ON BEAMS" FOR ALLOWABLE STRESS DESIGN, FOR THE GIVEN MEMBER AND STEEL
SPECIFICATIONS. CONCENTRATED LOADS NEAR SUPPORTS MUST BE ADDED.D. THE DESIGN SHEAR FOR EACH CONNECTION UNLESS NOTED ON THE DRAWINGS SHALL BE 110% OF THE REACTION FROM A
UNIFORM LOAD OVER THE SPAN WHICH CREATES THE MAXIMUM DESIGN MOMENT FOR ROOF BEAM CONNECTIONS AND180% FOR COMPOSITE FLOOR CONNECTIONS. THE MINIMUM REACTION SHALL BE 14 KIPS.
E. INDICATOR BOLTS EQUAL TO TENSION FOR CONTROL BOLTS OF THE LeJEUNE COMPANY OF LAKEVILLE, MINNESOTA
(800-872-2658) SHALL BE USED.
F. USE MINIMUM OF TWO 3/4" DIAMETER A325 BOLTS PER CONNECTION.
7. FRAME ALL OPENINGS IN ROOF DECK 8" OR LARGER WITH A STRUCTURAL STEEL MEMBER ON ALL SIDES EXCEPT WHERE A SIDE
MAY BE WITHIN 1'-0” OF ANOTHER FRAMING MEMBER. FRAMING NOT REQUIRED FOR ROOF OPENINGS SMALLER THAN 8".
8. PROVIDE 3/8" STIFFENER PLATES ON EACH SIDE OF THE WEB OF ALL BEAMS AT ALL SUPPORTS THAT ARE BELOW THE BEAM,
AND AT ALL COLUMNS THAT ARE ABOVE THE BEAM, OMITTING WHERE BEAMS INTERSECT.
CONCRETE MASONRY UNIT (CMU) WALL NOTES:
1. REFER TO THE ARCHITECTURAL DRAWINGS OR SPECIFICATIONS FOR TYPES OF MASONRY OTHER THAN CONCRETE MASONRY,SUCH AS BRICK. THESE NOTES DO NOT APPLY TO 4" VENEER CMU.
2. MORTAR SHALL CONFORM TO TABLE 1 OF ASTM C270, TYPE N. THE MORTAR MIX DESIGN (BY VOLUME) SHALL BE SUBMITTED TOTHE ENGINEER BEFORE CONSTRUCTION BEGINS. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90
LIGHTWEIGHTSPECIFICATIONS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. THE SPECIFIED COMPRESSIVESTRENGTH, f'm, IS 1350 PSI.
3. COARSE CONCRETE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8” AND A SLUMP OF 8 TO
11 INCHES. GROUT MAY BE EITHER READY MIXED OR JOB MIXED, AND SHALL BE BASED ON A MIX DESIGN (BY VOLUME)APPROVED BY THE ENGINEER. THE AMOUNT OF COARSE AGGREGATE SHALL NOT EXCEED THE AMOUNT OF FINE AGGREGATE.
EVIDENCE THAT THE MIX DESIGN SHOULD ACHIEVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI SHALL BE
PROVIDED TO THE ENGINEER. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPRESSIVE STRENGTH.
4. WHEN MIXING MORTAR AND GROUT, CONTAINERS OF KNOWN VOLUME SHALL BE USED. MEASUREMENT USING SHOVELS SHALL
NOT BE ALLOWED. IF MEASUREMENT BY SHOVELING IS DISCOVERED, THE ENGINEER MAY REQUIRE ALL WALLS BUILT SO FAR TO
BE TESTED PER ASTM C 1314 BY CUTTING 3 MASONRY PRISMS AND 3 GROUT CORES OUT OF THE WALL FOR EVERY 5,000
SQUARE FEET OF WALL, AND MAY REQUIRE ANY AREA OF WALL TESTING BELOW 1,500 PSI TO BE REPLACED AT NO COST TO THEOWNER.
5. COLD WEATHER AND HOT WEATHER PROCEDURES SHALL BE USED IN ACCORDANCE WITH ACI 530.1/ASCE 6/TMS 602 ARTICLE
1.8C AND 1.8D.
6. REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60.
7. ALL LOAD BEARING CMU WALLS (IDENTIFIED ON THE ROOF PLAN) SHALL BE REINFORCED VERTICALLY AND HORIZONTALLY PER
THE TYPICAL MASONRY REINFORCEMENT DETAIL. VERTICAL REINFORCEMENT SHALL EXTEND TO THE TOP OF ALL PARAPETS.
PROVIDE REINFORCEMENT BARS ALL AROUND ALL OPENINGS, EXTENDING 2 FEET PAST EACH CORNER. REFER TO THE LINTEL
SCHEDULE FOR ADDITIONAL REINFORCEMENT. ALL TOP COURSES SHALL HAVE HORIZONTAL REINFORCEMENT. ALL
REINFORCEMENT BARS IN CMU WALLS SHALL BE PROVIDED WITH 1" CONCRETE GROUT COVER.
8. ALL NON-LOAD BEARING CMU WALLS SHALL BE REINFORCED VERTICAL AND HORIZONTALLY PER THE TYPICAL NON LOAD
BEARING WALL REINFORCEMENT DETAIL WITH STANDARD TRUSS TYPE DUR-O-WALL, AT 16 INCHES ON CENTER. HORIZONTAL
BOND BEAMS SHALL BE LOCATED AT THE TOP COURSE OF THE WALL AND ABOVE AND BELOW OPENINGS. PROVIDE 1 #4 BAR
VERTICAL REINFORCEMENT ON EACH SIDE OF AN OPENING. EXTEND REINFORCEMENT 2 FEET PAST EACH CORNER OF AN
OPENING. REFER TO THE LINTEL SCHEDULE FOR ADDITIONAL REINFORCEMENT. ALL REINFORCEMENT BARS IN CMU WALL SHALL
BE PROVIDED WITH 1" CONCRETE GROUT COVER.
9. ALL VERTICAL REINFORCEMENT DISPLACED BY OPENINGS IN CMU WALLS SHALL BE EQUALLY REDISTRIBUTED TO BOTH SIDESOF THE OPENING. THE REDISTRIBUTED VERTICAL REINFORCEMENT SHALL EXTEND THE FULL HEIGHT OF MASONRY WALLS. THE
PORTIONS OF WALL ABOVE AND BELOW OPENINGS SHALL STILL BE REINFORCED AS INDICATED IN THE PLANS, DETAILS ANDSECTIONS.
10. THE MINIMUM SPLICE LENGTH FOR ALL VERTICAL AND HORIZONTAL REINFORCEMENT IN ALL MASONRY SHALL BE AS FOLLOWS:
Rev
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ndu
m 1
S0.0 3/4" = 1'-0"
6 TYPICAL MASONRY SUPPORT FRAME CONNECTION DETAILS
S0.0 1/4" = 1'-0"
7 TYPICAL MASONRY SUPPORT FRAME AT NEW OPENING FOR SF-A IN EXISTING EXTERIOR WALL
2
F-12524.26.2018
W3
24' -
4 7
/8"
3' -
4"
REMOVE WALL FRAMING AND ADD NEW STEEL FRAME PER: 7/S0.0 AT NEW OPENING IN EXISTING METAL STUD WALL
REMOVE EXISTING NON-LOAD BEARING METAL STUD WALL PER ARCH. TYP. U.O.N.
W3
W5
W1
W1
W1
W1
W1
W1
W1
W1W1
W1
W8
W1W1
W1
W1
W1
W1
W1
D5
NOTES BY SYMBOL
WALLS
W1. REMOVE EXISTING GYP WALL PARTITION, INCLUDING ANYTHING CONTAINED WITHIN THE WALL. CAP OFF / TERMINATE UTILITIES THEREIN
W2. REMOVE EXISTING MASONRY WALL PARTITION, INCLUDING ANYTHING CONTAINED WITHIN THE WALL. CAP OFF OR TERMINATE UTILITIES THEREIN
W3. SAW CUT & REMOVE PORTION OF EXISTING MASONRY WALL INDICATED
W4. CUT IN NEW DOOR/WINDOW OPENING IN EXIST GYP WALL, REF PLAN FOR TYPE
W5. SAW CUT EXIST MASONRY WALL FOR NEW DOOR, WINDOW, OR OPENING
W6. NOT USED
W7. NOT USED
W8. REMOVE EXISTING GYP WALL PARTITION, INCLUDING ANYTHING CONTAINED WITHIN THE WALL. PREPARE FOR NEW CONSTRUCTION AS SHOWN
DEMOLITION GENERAL NOTES
1. THIS PLAN DOES NOT NECESSARILY SHOW ALL LOCATIONS WHERE WORK WILL BE REQUIRED AND TYPICAL DETAILS APPLY. REFER TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE FINISHED SCOPE AND REFER TO THE STRUCTURAL DRAWINGS AND NOTES FOR TYPICAL DETAILS AND DIRECTION ON HOW TO ACHIEVE THE FINISHED SCOPE SHOWN ON THE ARCHITECTURAL AND PLUMBING DRAWINGS UNDER THE EXISTING CONDITIONS. EXAMPLES OF THIS MAY INCLUDE AREAS WHERE EXISTING SLAB ON GRADE FOUNDATIONS WILL BE REQUIRED TO BE REMOVED AND REPLACED PER THE TYPICAL SLAB ON GRADE REPAIR DETAIL FOR NEW PLUMBING SHOWN THE PLUMBING DRAWINGS, OR WHERE NEW OPENINGS IN EXISTING WALLS PER THE TYPICAL NEW OPENINGS IN EXISTING CMU OR CONCRETE WALLS DETAIL ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. REFER TO IMPORTANT REMODEL NOTES FOR ADDITIONAL INFORMATION.
2. AT NEW OPENINGS IN EXISTING WALLS AND WHERE EXISTING WALLS ARE DEMOLISHED, UNLESS OTHERWISE INDICATED ON THE STRUCTURAL PLANS AND/OR SECTIONS/DETAILS, THE CONTRACTOR SHALL SHORE UP THE EXISTING STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF PERSONNEL AND ANY DAMAGE TO PROPERTY CAUSED BY DEMOLITION OPERATIONS. ADDITIONAL MEANS OF SHORING THE WALLS DURING DEMOLITION SHOULD BE PROVIDED IF THE CONTRACTOR BELIEVES APPROPRIATE. AT LOCATIONS SHOWN ON THE ARCHITECTURAL PLANS AND SECTIONS WHERE THE ARCHITECTURAL DRAWINGS INDICATE NEW OPENINGS IN EXISTING MASONRY WALLS OR WHERE EXISTING LOAD-BEARING MASONRY WALLS ARE TO BE DEMOLISHED, DEMOLISH THE EXISTING MASONRY AND INSTALL NEW REINFORCED CONCRETE MASONRY LINTELS AND JAMBS PER THE NOTES/ SPECIFICATIONS/DETAILS/SCHEDULES FOR NEW MASONRY TO CREATE THE LINTEL AND JAMBS, TOOTHING TOGETHER NEW MASONRY INTO EXISTING MASONRY EVERY OTHER COURSE. WHERE THE NEW MASONRY LINTELS ARE TO BE LOCATED ABOVE CEILINGS BECAUSE LINTELS ARE NOT SHOWN ON THE REFLECTED CEILING PLAN, THE CONTRACTOR SHALL HAVE THE OPTION TO SUBMIT A RFI FOR DIRECTION TO INSTALL A NEW CHANNEL LINTEL ASSEMBLY. ANY NEW HEADERS AND JAMBS REQUIRED FOR NEW OPENINGS IN EXISTING CFMF WALLS SHALL BE DESIGNED BY THE CONTRACTOR’S CFMF ENGINEER.
EXISTING PARTITION TO BE REMOVED. INCLUDING BASE, DOORS, WINDOWS, OUTLETS, SWITCHES, CHALK/TACK BOARDS, POWER POLES, WALL CAPS AND ANY ITEM ATTACHED TO OR ASSOCIATED WITH THE PARTITION. CONTRACTOR WILL VERIFY ELECTRICAL, MECHANICAL & PLUMBING IN EXISTING WALLS & TERMINATE OR RELOCATE AS REQUIRED FOR CONTRACT WORK. PATCH, REPAIR & CLEAN ALL ADJACENT WALLS AND PREPARE TO RECEIVE NEW PARTITION WALLS AS SHOWN ON FLOOR PLANS.
EXISTING DOOR AND FRAME TO BE REMOVED UNLESS OTHERWISE NOTED.
EXISTING ITEM TO BE REMOVED AS NOTED.
EXISTING WALL / PARTITION TO REMAIN.
EXISTING DOOR AND FRAME TO REMAIN.
DEMOLITION LEGEND
3' -
4"
PROVIDE NEW MASONRY CMU LINTEL AND JAMBS OVER NEW OPENINGS IN EXISTING WALLS PER DETAILS ON S0.0
1' -
4"
1' -
4"
REF TYPICAL ELEVATION DETAIL 7/S0.0
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
HSS6X
6X1/
4
NEW HSS REF 7/S0.0
21' -
0 3
/8"
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF R. CRAIG McKEE, P.E. 111569. IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES
F-1252
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2018, Huckabee & Associates, Inc.
VOLUMEPACKAGE
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S0.1
DEMO PLAN - SECTION 2
04.26.18
1766-03-03
FAC
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1 SECTION 2 - FOUNDATION PLAN - DEMOLITION
1
2
3
KEY PLAN - 1ST FLOORN.T.S.
NPLAN
NTRUE
S0.1 1/8" = 1'-0"
4 SECTION 2 - NEW CONSTRUCTION PLAN
BEFORE BEGINNING DEMOLTION WITHIN EXISTING BUILDING(S), CONTRACTOR SHALL REVIEW BOTH THE ARCHITECTURAL AND STRUCTURAL DEMOLITION PLAN. IF ANY DISCREPENCIES BETWEEN BOTH DEMOLITION PLANS ARE PRESENT (E.G. WALLS SHOWN TO BE DEMOLISHED/MODIFIED ON ARCHITECTURAL PLANS ARE NOT SHOWN ON STRUCTURAL DEMOLITION PLANS), CONTRACTOR SHALL SUBMIT A RFI SO THAT ISSUE CAN BE ADDRESSED AND FURTHER DIRECTION CAN BE PROVIDED TO THE CONTRACTOR FOR DEMOLITION. WALLS WHICH ARE INDICATED AS NON-LOAD BEARING AND ARE INDICATED TO BE REMOVED OR DEMOLISHED SHALL BE VERIFIED BY THE CONTRACTOR TO BE NON-LOAD BEARING BEFORE DEMOLISHING ANY PORTION OF THE WALL. IF THE WALL IS DISCOVERED TO BE LOAD BEARING, OR THE CONTRACTOR HAS ANY REASON TO BELIEVE THE WALL IS LOAD BEARING, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT FOR FURTHER DIRECTION BEFORE DEMOLISHING ANY PORTION OF THE WALL.
2
NOTE: ALL WALLS INDICATED TO BE REMOVED AREAS ASSUMED TO NON-LOAD BEARING. DURINGCONSTRUCTION THE CONTRACTOR SHALL VERIFYWALL ARE NOT LOAD BEARING PRIOR TOREMOVING ANY EXISTING WALLS. IF THECONSTRACTOR DISCOVERS CONDITIONS WHICHINDICATE ANY WALL INDICATED TO BE REMOVEDMAY POSSIABLY BE LOAD BEARING, THEARCHITECT AND ENGINEER SHALL CONSULTEDBEFORE REMOVING THE WALL IN QUESTION.
F-12524.26.2018
Project Name: Forney Academic Center Renovation
Client: Forney ISD
Forney, Texas
Project Number: 1766-03-02
Architectural Items For
Addendum No. 1
Page 1 of 1
ARCHITECTURAL ITEMS FOR ADDENDUM NO. 1 NOTICE TO PROPOSERS:
A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated
integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take
precedence.
B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s
proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided
on the proposal form. Failure to do so may subject Proposer to disqualification.
REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:
DRAWINGS:
AD No 1, Arch. Item 1: To the Drawings, Sheet AS1.1, “SITE PLAN,”
1) Added specification language to landscape planter size for alternate #3 and 4 notes.
2) Elevation of landscape planter added to sheet.
3) Addition to Marquee sign note.
AD No 1, Arch. Item 2: To the Drawings, Sheet AD1.2, “DEMOLITION FLOOR PLAN – SECTION 1,”
Addition of flooring demolition notes and ceiling demolition notes to Pre-K Restrooms.
AD No 1, Arch. Item 3: To the Drawings, Sheet A2.1, “REFLECTED CEILING PLAN - SECTION 1,”
Addition of new GYP ceiling note in the Pre-k Restrooms
END OF ARCHITECTURAL ADDENDUM
STM
H
1780
wfp
GS
470
.65
2383
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NEW 6' HIGH CHAINLINK FENCE
EXISTING CHAINLINK FENCE TO REMAIN
NEW 6' HIGH CHAINLINK FENCE
EXISTING CHAINLINK FENCE TO REMAIN
NEW 6' HIGH CHAINLINK FENCE
NEW 6' HIGH DECORATIVE FENCE (ALTERNATE #1)
NEW 6' HIGH CHAINLINKSLIDING GATE
NEW 6' HIGH DECORATIVE SLIDING GATE (ALTERNATE #1)
NEW 6' HIGH DECORATIVE GATE AND FENCE
NEW 6' HIGH WOODEN GATE AND FENCE
NEW 6' HIGH CHAINLINK GATE
NEW 6' HIGH CHAINLINK FENCE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
NEW 6' HIGH CHAINLINK FENCE
NEW 6' HIGH CHAINLINK FENCE & GATE (ALTERNATE #2)
EXISTING CHAINLINK FENCE TO REMAIN
PROPERTY LINE
PROPERTY LINE
(8) 8'x8'x2' LANDSCAPING PLANTER, CONSTRUCTED OF 4x4
PRESSURE TREATED TIMBER TYP.(REF. 2/AS1.1) (ALTERNATE #3)
(4) 8'x8'x2' LANDSCAPING PLANTER, CONSTRUCTED OF 4x4
PRESSURE TREATED TIMBER TYP. (REF. 2/AS1.1)(ALTERNATE #4)
NEW ACCESSIBLE PARKING
EXISTING MARQUEE SIGN BASE TO REMAIN; REMOVE/REPLACE
FRONT AND BACK SIGN PANELS TO SIMILAR EXISTING
NEW SIDEWALK; REF. CIVIL
NEW PAVING (ALTERNATE #1)
19 S
PACE
S
13 S
PACE
S
5 SPACES
5 SP
ACES
8 SPACES
7 SPACES3 SP
ACES
8 SP
ACES
37 S
PACE
S
5 SP
ACES
APPX. LOCATION OF FUTURE CITY OF FORNEY MONUMENT SIGN
2
2
2
GENERAL SITE NOTES
1) ALL SITE INFORMATION INCLUDING, BUT NOT LIMITED TO, PROPERTY LINES, METES & BOUNDS, CONTOURS, EXISTING BUILDINGS, EASEMENTS, TREES, WALKS, DRIVES, FENCES, ETC., TAKEN FROM SURVEY PROVIDED BY THE OWNER
2) HUCKABEE AND ASSOCIATES, INC. ALONG WITH THEIR CONSULTANTS HAVE LOCATED, SHOWN , AND NOTED EXISTING SITE FEATURES INCLUDING BUT NOT LIMITED TO PROPERTY LINES, METES AND BOUNDS, GRADE CONTOURS, EXISTING STRUCTURES, EASEMENTS, TREES, FENCES, ROADWAYS, OVERHEAD AND UNDERGROUND UTILITIES, AND OTHER EXISTING FEATURES TO THE BEST OF OUR ABILITY BASED UPON OWNER PROVIDED SURVEYS, EXISTING CONSTRUCTION DOCUMENTS AND OTHER EXISTING DATA COLLECTION IN REGARDS TO THE SPECIFIED SITE. HUCKABEE AND ASSOCIATES, INC. NOR THEIR CONSULTANTS SHALL ASSUME ANY RESPONSIBILITY OR LIABILITIES IN REGARD TO THE ACCURACY OF THE ABOVE MENTIONED OWNER PROVIDED DATA.
3) IF THE CONTRACTOR FINDS ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND THOSE WHICH ARE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY CONTACT THE ARCHITECT.
4) THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALL UTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
5) THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS.
6) REF. SHEET AS2.1 FOR DETAILS AND OTHER SITE IMPROVEMENT DETAILS.
7) FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE AS SHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITE GRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDING AND INTERSECT WITH ELEVATIONS SHOWN.
8) REF. CIVIL DRAWINGS FOR ALL SITE DIMENSIONS
9) MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITH FINISH ELEVATION SHOWN ON CIVIL DRAWINGS. THE LINE OF SLOPE SHALL FORM STRAIGHT LINES BETWEEN FINISH ELEVATIONS WHEN POSSIBLE AND GRADING CONTOURS WHEN STRAIGHT LINES ARE NOT POSSIBLE. VERIFY ALL ELEVATIONS AND DIMENSIONS WITH ARCHITECT ON JOB. REF. CIVIL.
10) ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE - REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT AS SHOWN BY CIVIL OR AT 25'-0" O.C. MAX. AND AT ALL INSIDE CORNERS. PROVIDE TOOLED CONTROL JOINTS AT 5'-0" O.C.B.W. MAX OR AS SHOWN. SEE CIVIL FOR TYPICAL WALK AND JOINT DETAILS.
11) PROVIDE 1/2" EXPANSION JOINT ALONG BUILDING FOUNDATION OR BRICK WHERE CONCRETE WALK IS PRESENT. REF. CIVIL DRAWINGS FOR TYPICAL DETAIL.
12) PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETE CURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FOR CURB DETAILS
13) CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONS TO NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTING TREES, FENCES, CONCRETE, ROCKS, DEBRIS, POSTS, VEGETATION, UTILITIES (AS NOTED), AND OTHER ITEMS AS NOTED FOR CONSTRUCTION.
14) REF. ELECTRICAL DRAWINGS FOR OUTDOOR LIGHTING REQUIREMENTS.
15) REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITY PLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSION CONTROL PLANS, AND CURB AND PAVING REQUIREMENTS AND DETAILS.
16) REF. CIVIL SHEETS FOR SITE GRADING CONTOURS. CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TO ACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCES SPECIFIED.
17) REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OF ALL TYPES OF PAVING.
18) FIRE LANE STRIPING SHALL COMPLY WITH CITY OF FORNEY REQUIREMENTS AND NFPA.
19) REFER TO SPECIFICATIONS / PROJECT MANUAL FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
SITE INFORMATION
1) OWNER INFORMATION
A. NAME : Forney I.S.D.B. ADDRESS: 600 S. Bois d'Arc St., Forney, TX 75126
2) PROPERTY INFORMATIONA. NAME: Forney Academic CenterB: ADDRESS: 309 S Bois d'Arc St., Forney, TX, 75126
3) LEGAL DESCRIPTIONACADEMIC CENTER RENOVATIONS
PROPERTY DESCRIPTION
PARKING REQUIREMENTS
AS OBTAINED FROM CITY ORDINANCE, LAND DEVELOPMENT CODE, SECTION 38.6, ITEM 45, THE REQUIRED NUMBER OF OFF STREET PARKING SPACES (SCHOOL K-6) IS DETERMINED AS FOLLOWS:
One (1) SPACE FOR EACH FIFTEEN (15) STUDENTS
1. EXISTING SPACES119 SPACES 12 HANDICAP SPACES131 TOTAL EXISTING SPACES
2. TOTAL SPACES105 SPACES 5 HANDICAP SPACES110 TOTAL SPACES
3. REQUIRED SPACES20 SPACES
1 HANDICAP SPACES21 TOTAL SPACES
8' - 0"
2' -
0"
4"x4" PRESSURE TREATED TIMBER
Sheet No.Job No.
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Date:
Pro
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Copyright © 2018, Huckabee & Associates, Inc.
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SITE PLAN
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3/4" = 1'-0"2LANDSCAPING PLANTER ELEVATION
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30' - 3"
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40' - 3 3/8"
24' - 4"
10' - 5"
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A1.20
9
HATCHED AREA N.I.C.
HATCHED AREA N.I.C.
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HATCHED AREA N.I.C.
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DEMOLITION GENERAL NOTES
A. BIDDERS TO VISIT SITE AND BE FAMILIAR WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO EXISTING DIMENSIONS, EQUIPMENT, LOCATIONS, SIZES, QUANTITIES, AND MATERIALS.
B. EXISTING ELECTRICAL POWER SERVING THE EXISTING FACILITY WILL REMAIN ON LINE. DISRUPTIONS REQUIRED FOR CONSTRUCTION TO BE COORDINATED WITH THE SCHOOL DISTRICT REPRESENTATIVE ASSIGNED TO THIS SPECIFIC PROJECT.
C. EXISTING DRAIN LINES SERVING THE EXISTING FACILITY WILL REMAIN FUNCTIONAL. ANY DISRUPTIONS REQUIRED FOR NEW TIE-INS DURING CONSTRUCTION MUST BE COORDINATED WITH THE SCHOOL DISTRICT REPRESENTATIVE ASSIGNED TO THIS SPECIFIC PROJECT.
D. CONTRACTOR WILL COORDINATE EXACT SIZES AND LOCATIONS FOR MECHANICAL, PLUMBING, AND ELECTRICAL PENETRATIONS REQUIRED FOR NEW WORK WITH EACH RESPECTIVE TRADE.
E. CONTRACTOR WILL KEEP OPENINGS TO THE EXTERIOR TEMPORARILY COVERED FOR PROTECTION FROM WATER.
F. CONTRACTOR WILL KEEP OPENINGS TEMPORARILY COVERED FOR PEDESTRIAN SAFETY.
G. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF TEMPORARY SHORING AND BRACING REQUIRED FOR DEMOLITION.
H. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS FOR ADDITIONAL PENETRATIONS AND OTHER RELATED DEMOLITION OR EQUIPMENT REMOVAL.
I. EXISTING CONSTRUCTION IS SHOWN BASED UPON OWNER FURNISHED PLANS, OWNER FURNISHED SURVEYS, AND ONSITE OBSERVATIONS. DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS WILL BE REPORTED TO THE ARCHITECT/ENGINEER/PROJECT MANAGER PRIOR TO PROCEEDING WITH WORK.
J. EXISTING CONSTRUCTION ADJACENT TO DEMOLITION WORK WILL BE PATCHED AND REPAIRED TO MATCH ORIGINAL CONDITION.
K. DEMOLITION WORK TIMES WILL BE COORDINATED WITH THE SCHOOL DISTRICT REPRESENTATIVE ASSIGNED TO THIS SPECIFIC PROJECT.
L. THIS EXISTING FACILITY WILL REMAIN FUNCTIONAL DURING THE COURSE OF THE DEMOLITION WORK. CONTRACTOR WILL MAINTAIN DUST BARRIERS, BARRICADES, PEDESTRIAN PROTECTION, WATER PROTECTION, AND SAFETY DEVICES IN PLACE AT ALL TIMES DURING AND AFTER DEMOLITION UNTIL NEW WORK IS INSTALLED.
M. CONTRACTOR WILL MAINTAIN SITE DRAINAGE DEVICES AND COMPONENTS DURING THE COURSE OF DEMOLITION AND UP UNTIL NEW WORK IS IN PLACE. THIS INCLUDES EXISTING SUB-SOIL DRAINAGE.
N. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
O.REFER TO MECHANICAL, ELECTRICAL, AND ROOF PLAN DRAWINGS FOR ADDITIONAL DEMOLITION NOT SPECIFICALLY COVERED BY DEMOLITION PLANS, ESPECIALLY RELATIVE TO MODIFICATIONS TO EXISTING H.V.A.C. SYSTEMS.
P. DEMOLITION, AS NOTED, CONSISTS OF COMPLETE REMOVAL OF THE LISTED ITEMS, RELATED FASTENERS, AND ATTACHMENT MATERIALS LEAVING A CLEAN SURFACE READY TO RECEIVE NOTED MATERIALS OR SCHEDULED FINISHES.
Q. UNLESS NOTED OTHERWISE, MATERIALS WILL BE REMOVED FROM SITE AND DISPOSED OF AT CONTRACTOR'S EXPENSE, DISPOSAL WILL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL GUIDELINES.
R. DEMOLITION WILL FOLLOW THE CONSTRUCTION SCHEDULE PROVIDED IN THE SPECIFICATIONS.
S. PRECAUTIONS WILL BE TAKEN TO SEPARATE STUDENTS AND SCHOOL STAFF FROM DEMOLITION AND TO PROECT THEIR HEALTH AND SAFETY.
T. ADDITIONAL MATERIALS, WHERE CONSTRUCTION ADJOINS EXISTING, NOT SPECIFICALLY IDENTIFIED IN THE DEMOLITION PLANS, WILL BE REMOVED AS REQUIRED TO COMPLETE THE CONSTRUCTION. THESE MATERIALS TYPICALLY INCLUDE MATERIAL PROJECTION BEYOND THE FACE OF THE WALL, INCLUDING BRICK SILLS, OTHER PROJECTIONS, AND ROOF FLASHINGS, GUTTERS, AND TRIMS. REFER TO WALL SECTIONS FOR SPECIFIC CONDITIONS.
U. INVESTIGATE EACH WALL SUBJECT TO DEMOLITION TO DETERMINE IF IT IS USED FOR BEARING. COORDINATE WITH CONSTRUCTION SEQUENCE AND PROVIDE SHORING AT ANY WALL CARRYING STRUCTURAL LOAD TO PREVENT COLLAPSE UNTIL NEW STRUCTURE IS IN PLACE.
V. OWNER RESERVES FIRST RIGHT TO RETAIN AND KEEP ANY EXISTING ITEMS REMOVED AS A PART OF THE DEMOLITION WORK.
W. GENERAL CONTRACTOR SHALL COORDINATE THE REMOVAL OF ALL TECHNOLOGY AND COMMUNICATION DEVICES INCLUDING INTERCOM SPEAKERS, CLOCKS, WIRELESS ACCESS POINTS, CAFETERIA SPEAKERS, PROJECTORS, PROJECTOR PLATES, AUDIO-VIDEO CABLING, INTELLIGENT BOARDS, SCREENS, ETC WITH THE SOUND, INTERCOM AND TECHNOLOGY CONTRACTORS. THIS WORK MUST BE DONE PRIOR TO REMOVAL OF CEILING TILE OR OTHER CEILING AND PLENUM WORK.
X. ALL TECHNOLOGY AND LOW-VOLTAGE CABLING IN THE PLENUM SHALL REMAIN IN PLACE. ANY DAMAGE TO THIS CABLING SHALL HAVE NEW CABLING PLACED BY THE PROPER TRADE CONTRACTOR AT THE SOLE EXPENSE OF THE CONTRACTOR THAT DAMAGED THE CABLING. ALL CABLES HAVE BEEN TESTED PRIOR TO RENOVATION WORK AND ALL WILL BE TESTED AFTER THE WORK IS COMPLETED.
EXISTING PARTITION TO BE REMOVED. INCLUDING BASE, DOORS, WINDOWS, OUTLETS, SWITCHES, CHALK/TACK BOARDS, POWER POLES, WALL CAPS AND ANY ITEM ATTACHED TO OR ASSOCIATED WITH THE PARTITION. CONTRACTOR WILL VERIFY ELECTRICAL, MECHANICAL & PLUMBING IN EXISTING WALLS & TERMINATE OR RELOCATE AS REQUIRED FOR CONTRACT WORK. PATCH, REPAIR & CLEAN ALL ADJACENT WALLS AND PREPARE TO RECEIVE NEW PARTITION WALLS AS SHOWN ON FLOOR PLANS.
EXISTING DOOR AND FRAME TO BE REMOVED UNLESS OTHERWISE NOTED.
EXISTING ITEM TO BE REMOVED AS NOTED.
EXISTING WALL / PARTITION TO REMAIN.
EXISTING DOOR AND FRAME TO REMAIN.
DEMOLITION LEGEND
DEMO NOTES BY SYMBOLDEMO NOTES BY SYMBOL
EXTERIOR
E1. SAW CUT & REMOVE EXISTING CONC SIDEWALK, CURB OR FLAT WORK
E2. SAW CUT & DISPOSE OF EXIST CONC LANDING / STEPS & RAILING & RETAINING WALL
E3. REMOVE & DISPOSE OF EXISTING GUTTERS, DOWNSPOUTS & SPLASH BOCKS
E4. REMOVE EXIST BRICK/CONC SCREEN WALL & FOUNDATION
E5. REMOVE EXISTING CANOPY & CONC FOUNDATION
E6. REMOVE EXIST FLAGPOLE & BASE
FLOORS
F1. REMOVE EXISTING FLOORING & BASE DOWN TO EXISTING SUBSTRATE, PATCH REPAIR EXIST SUBSTRATE, APPLY LEVELING COMPOUND AS REQ'D FOR NEW SCHEDULED FINISH.
F4. SAW CUT EXIST FLOOR SLAB AS REQ'D FOR INSTALLATION OF NEW PLUMBING, REF PLUMBING.
F5. SHOT BLAST EXIST CONC SURFACE FOR PREPARATION OF NEW SCHED FINISH
F6. SAW CUT & REMOVE EXIST CONC RAMP
F7. SAW CUT & REMOVE PORTION OF CONC SLAB AS SHOWN -REF. STRUCTURAL.
F8. SAW CUT & REMOVE EXISTING FLOOR & CONC SLAB IN ITS ENTIRETY - REMOVE GRADE BEAMS & PIERS TO A DEPTH OF 3'-0" BELOW PROPOSED NEW GRADE AND PREPARE FOR NEW CONSTRUCTION AS SHOWN.
WALLS
W1. REMOVE EXISTING GYP WALL PARTITION, INCLUDING ANYTHING CONTAINED WITHIN THE WALL. CAP OFF / TERMINATE UTILITIES THEREIN
W2. REMOVE EXISTING MASONRY WALL PARTITION, INCLUDING ANYTHING CONTAINED WITHIN THE WALL. CAP OFF OR TERMINATE UTILITIES THEREIN
W3. SAW CUT & REMOVE PORTION OF EXISTING MASONRY WALL INDICATED
W4. CUT IN NEW DOOR/WINDOW OPENING IN EXIST GYP WALL, REF PLAN FOR TYPE
W5. SAW CUT EXIST MASONRY WALL FOR NEW DOOR, WINDOW, OR OPENING
W6. SAW CUT RECTANGULAR HOLE THRU WALL FOR HVAC DUCT, REF MECH FOR ACTUAL DUCT SIZE
W7. REMOVE EXISTING CERAMIC WALL TILE IN ENTIRE ROOM & PREP WALL FOR NEW TILE
W8. REMOVE EXISTING GYP WALL PARTITION, INCLUDING ANYTHING CONTAINED WITHIN THE WALL. PREPARE FOR NEW CONSTRUCTION AS SHOWN
W9. REMOVE PORTION OF EXISTING CONC. TILT-WALL PANEL. SHORE AND BRACE AND PREPARE FOR NEW CONSTRUCTION.
W10. REMOVE EXISTING EXTERIOR WALL IN ITS ENTIRETY, INCLUDING BASE, DOORS, WINDOWS, OUTLETS, SWITCHES, AND ANY ITEM ATTACHED TO OR ASSOCIATED WITH THE WALL. CONTRACTOR SHALL VERIFY ELECTRICAL, MECHANICAL, AND PLUMBING IN EXISTING WALLS AND TERMINATE OR RELOCATE AS REQUIRED FOR CONTRACT WORK. PATCH, REPAIR, AND CLEAN ALL ADJACENT WALLS AND PREPARE TO RECEIVE NEW CONSTRUCTION AS SHOWN ON PLANS.
W11. REMOVE PORTION OF EXISTING MASONRY WALL TO 1 1/2" BELOW ADJACENT FINISH FLOOR LEVEL. HONE CUT SURFACE SMOOTH AND PREPARE FOR NEW CONSTRUCTION AS SHOWN.
W12. REMOVE PORTION OF EXISTING EXTERIOR METAL STUD WALL WITH MASONRY VENEER. SHORE AND BRACE AS REQUIRED AND PREPARE FOR NEW CONSTRUCTION AS SHOWN.
W13. REMOVE INTERIOR WALL PANELING AND/OR VINYL WALL COVERING AND SUBSTRATE AND PROVIDE NEW GYP. BOARD AT CORRIDOR SIDE OF WALL. PREPARE WALL TO RECEIVE NEW FINISH AS SHOWN ON FINISH PLANS.
W14. REMOVE EXTERIOR MASONRY VENEER AND SUBSTRATE FROM METAL STUD WALL. PREPARE FOR NEW SUBSTRATE AND MASONRY AS SHOWN.
W15. REMOVE EXISTING WALL PARTITION (SHOWN DASHED, TYPICAL) IN ITS ENTIRETY, INCLUDING BASE, DOORS, WINDOWS, OUTLETS, SWITCHES, AND ANY ITEM ATTACHED TO OR ASSOCIATED WITH THE WALL PARTITION. CONTRACTOR SHALL VERIFY ELECTRICAL, MECHANICAL, AND PLUMBING IN EXISTING WALLS AND TERMINATE OR RELOCATE AS REQUIRED FOR CONTRACT WORK. PATCH, REPAIR, AND CLEAN ALL ADJACENT WALLS AND PREPARE TO RECEIVE NEW PARTITION WALLS AS SHOWN ON PLANS.
W16. SHORE, BRACE, AND SAW CUT OPENING INTO EXISTING WALL. PREPARE OPENING TO RECEIVE NEW DOOR, FRAME, AND HARDWARE AS SCHEDULED.
W17. SHORE, BRACE, AND SAW CUT OPENING INTO EXISTING WALL. PREPARE OPENING TO RECEIVE NEW LINTEL AND FINISHES AS SPECIFIED.
W18. REMOVE EXISTING CERAMIC TILE AND BACKING LAYER OF GYP. BOARD. REPLACE GYP. BD. WITH NEW TO CREATE LEVEL WALL WITH ANY ADJACENT EXISTING GYP. WALL BOARD AND PREPARE FOR NEW FINISHES AS SCHEDULED.
W19. REMOVE GYP. BOARD IN ITS ENTIRETY; EXISTING STUDS TO REMAIN.
CEILINGS
C1. REMOVE EXISTING CEILING GRID, TILE, GRILLES, DIFFUSERS, LIGHTING, AND ALL OTHER ITEMS OCCURRING WITHIN THE CEILING PLANE IN THEIR ENTIRETY. REMOVE ANY CEILING TRIM WHERE OCCURS. PREPARE ADJACENT WALLS TO RECEIVE NEW CEILING AS SHOWN ON REFLECTED CEILING PLANS. REF. ELEC.
C2. REMOVE EXISTING PLASTER CEILING, LIGHTING, AND ALL OTHER ITEMS OCCURRING WITHIN THE CEILING PLANE IN THEIR ENTIRETY.PREPARE ADJACENT WALLS TO RECEIVE NEW CEILING AS SHOWN ON REFLECTED CEILING PLANS. REF. ELEC.
C3. REMOVE EXISTING ACOUSTICAL CEILING IN ITS ENTIRETY. REMOVE LIGHTING AND OTHER ITEMS ATTACHED TO CEILING IN THEIR ENTIRETY.
C4. REMOVE EXISTING GYP. BD. CEILING. PROTECT, REMOVE, AND STORE ALL CEILING FIXTURES FOR INSTALLATION IN NEW GYP. CEILING. PREPARE ADJACENT WALLS TO RECEIVE NEW CEILING AS SHOWN ON REFLECTED CEILING PLANS
C5. REMOVE EXISTING WOOD PANEL CLOUDS. PROTECT & STORE FOR REINSTALLATION.
C6. REMOVE EXISTING ACOUSTICAL CEILING TILES; CEILING GRID AND FIXTURES TO REMAIN.
CEILINGS CONT-
C6. REMOVE & DISPOSE OF EXISTING CEILING SYSTEM IN ENTIRE ROOM, INCLUDING LIGHTS, HVAC ETC.
C7. REMOVE EXISTING LAY-IN CEILING GRID IN ENTIRE ROOM, RETAIN LIGHTS, HVAC ETC. SUPPORT IN PLACE FOR REINSTALLATION IN NEW CEILING
C8. REMOVE & DISPOSE OF EXISTING LIGHTS (PULL WIRE BACK TO ELECT PNL)
C9. REMOVE & DISPOSE OF EXISTING CEILING TILES IN ENTIRE ROOM
C10. REMOVE EXISTING FURRDOWNS/BULKHEADS ABOVE
C11. REMOVE PORTION OF CEILING GRID AS REQ'D FOR INSTALLATION OF FIRE SPRINKLER SYSTEM / FIRE ALARM DEVICES
C12. REMOVE PORTION OF GYP BD CEILING AS REQ'D FOR INSTALLATION OF FIRE SPRINKLER SYSTEM / FIRE ALARM DEVICES. PATCH & TEXTURE CEILING TO MATCH EXISTING.
C13. REMOVE PROTION OF EXISTING OF CEILING SYSTEM FOR ISTALLATINO OF ROOF DRAINS, REF PLUMBING
C14. REMOVE & DISPOSE OF EXISTING PLASTER CEILING / SOFFIT
DOORS & WINDOWS
D1. REMOVE EXISTING DOOR AND/OR WINDOW AND FRAME (SHOWN DASHED, TYPICAL). PATCH, REPAIR, AND CLEAN OPENING AND PREPARE TO INFILL OPENING AS SHOWN ON FLOOR PLANS.
D2. REMOVE EXISTING DOOR AND/OR WINDOW AND FRAME (SHOWN DASHED, TYPICAL). PATCH, REPAIR AND CLEAN OPENING AND PREPARE FOR NEW DOOR OR WINDOW AS SHOWN ON FLOOR PLANS.
D3. REMOVE EXISTING OVERHEAD DOOR AND TRACKS IN ITS ENTIRETY. PREPARE WALL FOR NEW FINISH.
D4. REMOVE & DISPOSE OF EXISTING DOOR (FRAME TO REMAIN, PREP FOR PAINTING).
D5. REMOVE & DISPOSE OF EXISTING DOOR & FRAME
D6. REMOVE & DISPOSE OF EXISTING DOOR, BONDO HINGE LOCATIONS LOCATIONS PREP FOR PAINTING
D7. REMOVE & DISPOSE OF EXISTING OVERHEAD DOOR & FRAME
D8. REMOVE & DISPOSE OF EXISTING DOOR FRAME SALVAGE DOOR & PREP DOOR FOR NEW LOCKSET
D9. REMOVE & DISPOSE OF EXISTING WINDOWS.
D10. REMOVE & DISPOSE OF EXISTING ALUM STOREFRONT & ASSOC BRACING; PATCH, REPAIR AND CLEAN OPENING AND PREPARE FOR NEW ALUMINUM STOREFRONT AS SHOWN ON FLOOR PLANS.
D11. REMOVE & DISPOSE OF EXISTING WINDOW, SAW CUT WALL BELOW FOR INSTALLATION OF NEW DOOR
MISCELLANEOUS
M1. REMOVE AND DISPOSE OF EXISTING CASEWORK.
M2. REMOVE EXISTING TOILET PARTITIONS AND ALL ASSOCIATED EQUIPMENT AND HARDWARE IN THEIR ENTIRETY AND DELIVER TO OWNER.
M3. REMOVE EXISTING LOCKERS AND DELIVER TO OWNER.
M4. REMOVE EXISTING COLUMN COVERS AND DELIVER TO OWNER.
M5. REMOVE EXISTING CONCRETE STAIRS OR RAMP AND HANDRAILS AND PREPARE ADJACENT AREAS FOR NEW CONSTRUCTION AS SHOWN.
M6. REMOVE EXISTING WIRE MESH PARTITIONS AND DELIVER TO OWNER.
M7. REMOVE EXISTING CHAIN LINK FENCE PARTITION IN ITS ENTIRETY.
M9. REMOVE EXISTING TOILET PARTITIONS
M10. REMOVE EXISTING MILLWORK, CABINETS AND OR BRACKETS
M13. REMOVE EXISTING ELECTRICAL SERVICE
M19. REMOVE EXISTING TOILET ACCESSORIES, PATCH WALL AS REQ'D
PLUMBING
P1. REMOVE EXISTING PLUMBING FIXTURES. TERMINATE OR RELOCATE UTILITIES AS REQUIRED. REF. PLUMBING.
P2. REMOVE EXISTING PLUMBING FIXTURES AND REPLACE WITH NEW FIXTURES IN THE SAME LOCATION. REF. PLUMBING.
P3. REMOVE EXISTING PLUMBING FIXTURE, TO BE REPLACED W/ NEW FIXTURE
STRUCTURAL
S1. SAW CUT CONCRETE SLAB. REF. STRUCTURAL PLANS FOR EXTENTS AND DETAILS.
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2018, Huckabee & Associates, Inc.
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DEMOLITION FLOOR PLAN -
SECTION 1
03.15.18
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1/8" = 1'-0"1DEMOLITION PLAN - SECTION 1 1
2
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KEY PLAN - 1ST FLOOR
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L
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L
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L
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L
O
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S
O
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S
OSOS
LL
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LSL
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LL LL
LL LL
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CEILING FINISH LEGEND
REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING FINISH MATERIALS AND PAINT FINISH CODES.
CEILING
ESF - EXPOSED DECK AND STRUCTURE (FINISHED)
ESP - EXPOSED DECK AND STRUCTURE (PRIMED)
GYP - SUSPENDED 5/8" GYPSUM BOARD
GYP1 - SUSPENDED 5/8" TYPE 'X' GYPSUM BOARD(1-HR. RATED)
L1 - TYPE I 2' x 2' LAY-IN SUSPENDED CEILING TILE (STANDARD CEILING)
L2 - TYPE II 2' x 2' LAY-IN SUSPENDED CEILING TILE (ABUSE RESISTANT)
L3 - TYPE III 2' x 2' LAY-IN SUSPENDED CEILING TILE (HIGH HUMIDITY)
L4 - TYPE IV 2' x 2' LAY-IN SUSPENDED CEILING TILE (VINYL COVERED)
L5 - TYPE V 2' x 2' LAY-IN SUSPENDED CEILING TILE (ACOUSTIC 'REFLECTIVE')
L6 - TYPE VI 2' x 2' LAY-IN SUSPENDED CEILING TILE (ACOUSTIC 'ABSORPTIVE')
L7 - TYPE VII 2' x 2' LAY-IN SUSPENDED CEILING TILE (ACOUSTIC 'ABSORPTIVE' - GEN. USE)
MS - METAL SOFFIT PANELS
PL - PLASTER
WD - LINEAR WOOD CEILING
CEILING TYPE
REFLECTED CEILING LEGEND
CX
9'-0"
LAY-IN CEILING AS SCHED.
SUSPENDED GYPSUM BOARD CEILING WITH CONTROL JOINTS AS SPEC. FINISH AS SCHED.
SUSPENDED PLASTER SOFFIT WITH CONTROL JOINTS AS SPEC. FINISH AS SCHED.
METAL SOFFIT PANELS
LIGHT FIXTURES, SPEAKER - REF. ELECTRICAL DRAWINGS.
PROJECTION SCREEN - REF. TYP. FINISH DETAILS.
HVAC GRILLE, DIFFUSER - REF. MECHANICAL DRAWINGS.
1) COORDINATE REFLECTED CEILING PLANS WITH MECHANICAL AND ELECTRICAL DRAWINGS TO AVOID CONFLICTS. VERIFY EXACT MOUNTING LOCATIONS OF ALL CEILING-MOUNTED EQUIPMENT PRIOR TO INSTALLATION. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR VERIFYING ALL ITEMS AND EQUIPMENT IN CEILING.
2) PERIMETER WALLS OF ALL SPACES WITH EXPOSED STRUCTURE SHALL EXTEND TO BOTTOM OF ROOF DECK. FINISH EXPOSED STRUCTURE AS SCHED.
3) REFER TO FINISH SCHEDULE FOR UNIFORM CEILING HEIGHTS. AREAS WITH VARYING FINISHES AND HEIGHTS ARE SHOWN ON REFLECTED CEILING PLAN.
4) AT IDFs AND MDFs, CEILING AND GRID SHALL BE HELD OFF OF DISTRIBUTION WALL 6" TO ACCOMMODATE CABLING.
5) PROVIDE 2'x2' ACCESS PANEL(S) IN ALL HARD CEILINGS FOR MAINTENANCE OF EQUIPMENT.
REFLECTED CEILING PLAN GENERAL NOTES
CEILING HEIGHT
IF ANY ROOM IS NOT IDENTIFIED BY A ROOM FINISH TAG, THE FOLLOWING FINISHES SHALL BE USED AS "TYPICAL" OR "DEFAULT" FINISHES FOR BIDDING PURPOSES. VERIFY FINISHES WITH ARCHITECT BEFORE INSTALLATION.
CEILING - L1CEILING HEIGHT - 109'-0" (9'-0" A.F.F.)
DEFAULT FINISHES
L1
8' - 0"
L1
8' - 0"
L1
8' - 0"
L1
8' - 0"
L1
8' - 0"
EXISTING
L1
EXISTING
L1
EXISTING
L1
EXISTING
GYP
EXISTING
GYP
L1
8' - 0"
L1
8' - 0"
EXISTING
ESP
MS
8' - 0"
L1
8' - 0"
L1
8' - 0"
EXISTING
L1
EXISTING
ESP
EXISTING
ESP
GYP
8' - 0"
GYP
8' - 0"
GYP
8' - 0"
GYP
8' - 0"
GYP
8' - 0"
2
2
2
GENERAL NOTES - ALL BULKHEADS, PLASTER AND GYP. CEILINGS1. ALL BULKHEADS SHALL BE CONSTRUCTED OF 5/8" GYP. BD. ON 3-5/8" MTL. STUDS AT 1'-4" O.C. U.NO.2. FINISH ALL BULKHEADS TO CODE 115, U.N.O.3. PROVIDE CONTROL JOINTS (CJ) IN BULKHEADS AT 10'-0" O.C. OR AS SHOWN ON PLAN AND AS SPEC.4. ALL SECTION PROFILES SHOWN IN THIS SCHEDULE SHALL BE DETAILED AS SHOWN UNDER TYPICAL DETAILS.5. PROVIDE BRACING IN ALL BULKHEADS @ 4' - 0" O.C.6. PROVIDE CONTROL JOINT (CJ) IN ALL PLASTER CLGS., SOFFITS AT MAX. 10'-0" OR AS SHOWN ON PLAN AND AS SPEC.7. PROVIDE STOP CONT. WHERE PLASTER SOFFIT MEETS VERTICAL SURFACE AND CAULK CONT.
TYPICAL BULKHEAD
DETAILS
TYPICAL BULKHEAD PROFILES
N.T.S.
DETAIL 'A' DETAIL 'B'
2"M
IN.
SUSPENDED CEILINGCEILING TRIM
3 FASTENERS
5/8" GYP. BD. ON 3 5/8" MTL. STUDS - EXTEND STUD TO STRUCT. ABOVE
SEALANT JOINT CONT.
METAL 'J' TRIM
STAGGER FASTENERS @ 1'-4" O.C.
DET. 'B' -SIM.
DET. 'B'
DET. 'A'
REVEAL
REVEAL
5/8" GYP BD ON 3-5/8" MTL STUD EXTEND UP &ATTACH TO STRUCT ABOVE
3 FASTENERS MIN
CEILING TRIM REVEAL INSTALL PER MANUF. INSTRUCTIONS
NOTE: WHERE GYP CEILING AND LAY-IN CEILING TILES ARE SCHEDULED TO BE AT THE SAME HEIGHT A.F.F., A DRYWALL ACOUSTICAL REVEAL SHALL BE USED AS SPECIFIED.
3/4" 1"
1/2"
DETAIL 'C'
METAL 'J' TRIM
5/8" GYP BD
TRANSITION CLIP
GYP BD SUSP SYSTEM
CORNER BEAD
6"
TYP SUSP CLOUD EDGE DETAIL
N.T.S.
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2018, Huckabee & Associates, Inc.
VOLUMEPACKAGE
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A2.1
REFLECTED CEILING PLAN
- SECTION 1
03.15.18
1766-03-03
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1/8" = 1'-0"1REFLECTED CEILING PLAN - SECTION 1
1
2
3
KEY PLAN - 1ST FLOOR
N.T.S.
Rev
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