HomeMy WebLinkAboutBuilding PlansABBREVIATIONS:
AB
ANCHOR BOLT
MATL
MATERIAL
AFF
ABOVE FINISHED FLOOR
MAX
MAXIMUM
ADJ
ADJACENT
MECH
MECHANICAL
ARCH
ARCHITECTURAL
MIN
MINIMUM
BLDG
BUILDING
NTS
NOT TO SCALE
BM
BEAM
O.C.
ON CENTER
BOT
BOTTOM
OPT
OPTIONAL
BRG
BEARING
OSB
ORIENTED STRAND BOARD
CJ
CONTROL101NT
PLY
PLYWOOD
CL
CENTERLINE
PSI
POUNDS PER SQUARE INCH
CMU
CONCRETE MASONRY UNIT
PSF
POUNDS PER SQUARE FOOT
COL
COLUMN
PT
PRESSURETREATED
CONC
CONCRETE
REINF
REINFORCEMENT
COND
CONDITION
READ
REQUIRED
CONT
CONTINUOUS
RO
ROUGH OPENING
CONST
CONSTRUCTION
RTU
ROOF TOP UNIT
CLG
CEILING
SCH
SCHEDULE
DBL
DOUBLE
SHTHG
SHEATHING
DIA
DIAMETER
SIM
SIMILAR
DR
DOOR
SMS
SHEET METAL SCREWS
DWG
DRAWING
SP
SOUTHERN YELLOW PINE
EA
EACH
SPF
SPRUCE PINE FIR
EJ
EXPANSION JOINT
STL
STEEL
ELECT.
ELECTRICAL
STR
STRUCTURAL
FOR
ENGINEER OF RECORD
SGD
SLIDING GLASS DOOR
EQUIP
EQUIPMENT
SO.
SQUARE
FF
FINISH FLOOR
T&G
TONGUE AND GROOVE
FT
FOOT/ FEET
TOB
TOP OF BEARING
GA
GAUGE
TYP
TYPICAL
GC
GENERAL CONTRACTOR
ONO
UNLESS OTHERWISE NOTED
GYP
GYPSUM
VERT
VERTICAL
HGT
HEIGHT
W/
WITH
HORIZ
HORIZONTAL
WIC
WALK IN CLOSET
HB
HOSE BIB
WD
WOOD
INS
INSULATION
WWF
WELDED WIRE FABRIC
KSI
KIPS PER SQUARE INCH
W/O
WITHOUT
MAS
MASONRY
WOW
WINDOW
Sheet List
Page No Sheet Name Sheet Number'
1 Notes, Plan, and Details SO.1
MAXIMUM VARIATION FROM DESIGNA ION POSITION: /a IN 10-0 , NOT EXCEEDING 1/4 IN 40-0 ANY DIRECTION.
B. MAXIMUM OFFSET IN ALIGNMENT BETWEEN TWO CONSECUTIVE MEMBERS IN LINE, END TO END: 1/16'.
STRUCTURE SHALL BE CONSTRUCTED USING ALL EXTRUDED ALUMINUM MEMBERS OF ALLOYS AS SPECIFIED. STRUCTURAL FRAMING
MEMBERS TO BE CURVED ARE TO BE FURNISHED N ALLOY BEST SUITED TO FULFILLING THE CURVING FUNCTION WITH A MINIMUM OF
DEFORMATION WHILE MAINTAINING STRUCTURAL INTEGRITY.
FITTING AND ASSEMBLY OF THE WORK SHALL BE ONE IN THE MANUFACTURER'S SHOP IN SO FAR AS PRACTICABLE. WORK WHICH
CANNOT BE PERMANENTLY SHOP ASSEMBLED SH LL BE COMPLETELY ASSEMBLED, MARKED AND DISASSEMBLED BEFORE SHIPMENT TO
THE JOB SITE TO ASSURE PROPER ASSEMBLY IN T EFIELD.
ALL CLIPS FOR THE ATTACHMENT OF THE RAFTERS AND PURLIN BARS SHALL BE ALUMINUM, SHALL BE SHOP RIVETED, OR WELDED TO
THE RAFTER BARS.
CONTACT BETWEEN ALUMINUM AND DISSIMILA MATERIALS SHALL RECEIVE A PROTECTIVE COATING FOR THE PREVENTION OF
ELECTROLYTIC ACTION AND CORROSION.
I
A. BUILDING OCCUPANCY CATEGORY: 11
B. CONSTRUCTION TYPE: V-B
C. OCCUPANCY CLASSIFICATION: R-2
D. WIND SPEED
a. ULTIMATE (LRFD) = 166 MPH -
b. ALLOWABLE (ASD) = 128 MPH
E. WIND EXPOSURE CATEGORY: "" D
F. ENCLOSURE CLASSIFICATION: OPEN
G. INTERNAL PRESSURE COEFFICIENT: +/-0.00
H. WIND-BORNE DEBRIS AREA: YES
I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA
J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.
S. PROJECT REQUIREMENTS:
A. THESE PLANS SHALL REMAIN ON THE PROJECT ATALL TIMES.
B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF
CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND
FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.
C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF
ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.
D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF
CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH
DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.
E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,
LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.
F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.
G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW
GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY.
CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.
H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF
THE ENGINEER OF RECORD IN ADVANCE.
1. PLANNING AND EXECUTING OF DEMOLITION SHAI(L BE DONE IN ACCORDANCE WITH APPLICABLE ANSI-A10 STANDARDS. 2013003
2, ALL WORK SHALL BE DONE IN AALL LOCAL CODE AND ORDINANCES.
u'l EXIST. WALL TO REMAIN
CCORDANCE WIT '
3. CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE 3/4"X3/4"X0.094" ALUMINUM
AREAS TO DEMOLISH. VERTICAL PICKET m `o
4. CONTRACTOR SHALL TAKE MEASUREMENTS TO M NIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE `p c
ATMOSPHERE, AND THE AMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF do 7'- O" V.I.F. 'N
N
w
NEARBY EQUIPMENT. �'
5. ERECTAND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARYTO PROTECT
THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK.
6. PROTECT ALL EXISTING AREAS AND UTIUTIESTHAI ARE NOTTO BE DISTURBED.
7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIO qS PRIOR TO STARTING WORK.
8. IN CASE OF ANY DISCREPANCIES BETWEEN PLANS kND EXISTING FIELD CONDITIONS. NOTIFY ENGINEER.
9. ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS
NOT PERMITTED.
10. REMOVE AND REPLACE ALL ROTTEN, DECAYED OR DAMAGED WOOD FROM EXISTING STRUCTURE.
11. DURING DEMOLISHING DISCOVERY, ANY MATERIAL THAT IS DAMAGED FROM AGE, WATER, WIND ETC., INCLUDING BUT NOT LIMITED TO
ALL CORRODED OR RUSTED METAL, WATER DAMAGED MATERIALS, OR ROOFING MATERIALS TO BE REPLACED.
12. ANY DAMAGE TO EXISTING FIRE RATED PARTITIONS, SHAFTS OR FIRE PROTECTION SURFACES TO BE REPAIRED TO COMPLY WITH REQUIRED
FIRE PROTECTION CODES.
ALUMINUM:
1. ALL ALUMINUM FRAMING COMPONENTS SHALL 3E EXTRUDED AND SHALL HAVE MINIMUM MECHANICAL PROPERTIES OF 6061-T6
ALLOY AND TEMPER, OR STRONGER IF REQUIRED TO SATISFY REQUIREMENTS OF LOADING AND DEFLECTION.
2. ALL MILL FINISHED ALUMINUM TO BE ACID ETCH D, SHOP PRIMED WITH COMPANION CHROMIC ACID PRIMER AND FACTORY FINISHED
WITH ONE COAT OF POLYURETHANE ENAMEL (SF RAY APPLIED). CUSTOM COLORS AS REQUESTED. PAINTED FINISH SHALL CONSIST OF
BAKED ACRYLIC ENAMEL, FOR MAXIMUM CHALK AND RESISTANCE, OVER CHROMATE CONVERSION PRETREATMENT OR WASH -ETCH
PRIMER. BENTS AFTER SOLVENT CLEANING, SHALL RECEIVE ONE COAT OF VINYL WASH -ETCH PRIMER. (MIL. # 125-880) AND A ONE MIL.
MINIMUM COATING OF EXTERIOR GRADE, TWO-PART, POLYURETHANE FOR MAXIMUM ABRASION RESISTANCE AND MAINTAINABILITY.
THE EXPOSED SURFACES OF ALL ALUMINUM MEMBERS SHALL BE CLEAN AND FREE FROM SERIOUS SURFACE BLEMISHES, SCRATCHES OR
TOOL MARKS.
3. SEALANTS AT ALL EXPOSED AND CONCEALED M ALJOINTS AND AS OTHERWISE DESIGNATED ON THE DRAWINGS SHALL BE ONE (1)
PART LOW MODULUS SILICONE SEALANT WITH A: MINIMUM PLUS OR MINUS 50%JOINT MOVEMENT CAPABILITY.
4. ALL FASTENERS SHALL BE SERIES 300 OR 400 STAINLESS STEEL WITH COMBINATION WASHERS (STAINLESS STEEL WASHERS WITH
BONDED NEOPRENE GASKETS). ANY FASTENERS EXPOSED TO VIEW SHALL RECEIVE AN INTEGRAL COLOR COATING TO MATCH THE FINISH
ON THE ADJACENT ALUMINUM. OTHER MISCELLANEOUS ATTACHMENT FASTENERS SHALL BE CADMIUM PLATED STEEL.
5. EXTRUDED GASKETS TO BE CONTINUOUS NEOPRENE, EPDM OR SANTOPRENE RUBBER KEYED INTO PRESSURE PLATES AND HELD WITH
CONSTANT COMPRESSION. OTHER GASKETS AS REQUIRED TO BE PRE -SHIMMED BUTYL GLAZING TAPES
6. A DIF-COAT OF CLEAR ACRYLIC ENAMEL SHALL INSULATE COLUMN ENDS FROM ELECTROLYTIC REACTION WITH GROUT. GROUT SHALL BE
2500# COMPRESSIVE STRENGTH, OR BETTER.
7. IF WATER FLOW IS DIRECTED FROM ROOF TO CO UMNS, PROVIDE FOR DISCHARGE OUT "WEEP HOLES" AT GROUND LEVEL, THE WEEP
HOLES SHALL BE MINIMUM /a DIAMETER.
8. ALL ALUMINUM FRAMES ARE TO BE FULLY WELD D, GROUND SMOOTH AND FACTORY FINISHED PRIOR TO FINAL ASSEMBLY. ALL
WELDING OF ALUMINUM SHALL BE THE HELIARC ROCESS WITH 1/4" WELDS MINIMUM CONDUCTED IN ACCORDANCE WITH AWS
STANDARDS. CLEAN SURFACES TO BE WELDED ASI SPECIFIED IN SHOP CLEANING. DO NOT WELD FINISHED, EXPOSED MEMBERS. DO NOT
PERFORM WELDING AT LOCATIONS WHERE DISCOLORATION OR OTHER DAMAGE WOULD RESULT ON EXPOSED SURFACES.
9. MANUFACTURER TO EXAMINE ALL SURFACES PRIOR TO THE START OF INSTALLATION. ALL DEVIATIONS FROM THE APPROVED SHOP
DRAWINGS ARE TO BE BROUGHT TO THE ATTENT ON OF THE GENERAL CONTRACTOR FOR CORRECTIVE MEASURES. ALLOWABLE
ERECTION TOLERANCES:
A
SCOPE OF WORK
1. REMOVE EXISTING CONCRETE RAIL AT THE 7TH FLOOR AND REPLACE WITH AN ALUMINUM RAIL PER 10
LAYOUT AND DETAILS.
2. ALL EXISTING PATHS OF EGRESS SHALL REMAIN OPEN DURING THIS PROJECT. 11
GENERALNOTES:. 12
1. DESIGN CODE " 13
A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN
COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS
DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE
DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:
a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC.
b. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R.
C. 2017 FLORIDA BUILDING CODE ENERGY, FBC-E. �,..
d. 2017 FLORIDA MECHANICAL CODE, FBC-M.
e. 2014 NATIONAL ELECTRIC CODE, NEC 2014 .,
f. 2017 FLORIDA PLUMBING CODE, FBC-P.,`*
g. 2017 FUEL GAS CODE, FBC-FG. '
h. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC
I. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA
2. DESIGN CRITERIA i
A. ALL ALUMINUM WORK SHALL BE IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL (ADM).
3. DESIGN LOADS
A. GUARDRAIL/HANDRAIL 50 PLF OR 200 LEIS IN ANY DIRECTION
4. STRUCTURE SPECIFICATION
3"x2"x0.094" TUBE AT CAP
to
U
Al
1.
i
i
N
REJECT PASSAGE OF 4" p SPHERE, TYP.
Handrail Elevation Aluminum
50.1 3/4" = 1'-0„ -
0'- 3" 3"x2"W.094" TUBE AT CAP
E-5556
I I
Q
3
-
U
_
r
W
2 1/2"x2 %"x1/8" ANGLES AT EACH END
W/ (4) #10 X 3/4" SMS AT RAIL AND (4)
3/16"x2" STAINLESS STEEL TAPCONS
(WITH NEOPRENE WASHERS) TO WALL
J FLOOR LEVEL
�- REJECT PASSAGE OF 2"0 SPHERE
3"x2"x0.094" ALUMINUM BOTTOM RAIL
3/4"x3/4"x 0.094" ALUMINUM VERTICAL PICKETS AT 4"
�D N / O.C.
3"x2"x0.094" ALUMINUM TUBE (BOTTOM RAIL)
0
EXISTING CONC. SLAB
3/4' 1 -0
seventh Floor Plan
1 = 20'-0
GUARDRAIL SHALL RESIST
LOADS SPECIFIED IN GENERAL
NOTES UNDER DESIGN LOADS
AS WELL AS THOSE SPECIFIED IN
FBC 1607.8
"0001 /)1
CD
N
CD
N
Q1
N
0
LU
W
Ln
DO
U
z
m
m LU
w
0 z
W � W
N V) 0
COL 3:12-17
i
L7
Z
m O
Lil F- o L7
Ill Vt N s
Z T > m w
_ N in v z
N
fn U w Z
I Z 4* "-'Qmw
W N
U Q 0 n U
o > z 0
N Z
ti
0
n
w
O
00% 11 a 3.3 41'e�,
o
N
cy�h
-0
0
'o
p
Ln
a
`o
rr(n� L!1
N
m
v
E
}
Z
Z H
u
N
a
J Z)
O >
o
UU
Z z
o
i
r
❑ W _
L-
® T_j
o
w
Z Q
v
Q Q'0
U
0
rnE
0
Ul p;
v
® W''�
a
Z 2
_
a
S
N
a
W
m
W
h
�('� z
W
e
a
UJ
z
a
w
o
Notes, Plan, and Details
SO. 1
m
0
m
a
N
O
1 OF 1 m
v