HomeMy WebLinkAboutGENERAL NOTES,DETAILS AND ELEVATIONSABBREVIATIONS:
AB
AFF
ADJ
ARCH
BLDG
BM
BOT
BRG
CJ
CL
CMU
COL
CONC
COND
CONT
CONST
CLG
DBL
DIA
DR
DWG
EA
EJ
ELECT
FOR
EQUIP
FF
FT
GA
GC
GYP
HGT
HORIZ
HB
INS
KSI
MAS
ANCHOR BOLT
ABOVE FINISHED FLOOR
ADJACENT
ARCHITECTURAL
BUILDING
BEAM
BOTTOM
BEARING
CONTROL JOINT
CENTERLINE
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONDITION
CONTINUOUS
CONSTRUCTION
CEILING
DOUBLE
DIAMETER
DOOR
DRAWING
EACH
EXPANSION JOINT
ELECTRICAL
ENGINEER OF RECORD
EQUIPMENT
FINISH FLOOR
FOOT/ FEET
GAUGE
GENERAL CONTRACTOR
GYPSUM
HEIGHT
HORIZONTAL
HOSE BIB
INSULATION
KIPS PER SQUARE INCH
MASONRY
MATL
MATERIAL
MAX
MAXIMUM
MECH
MECHANICAL
MIN
MINIMUM
NTS
NOT TO SCALE
O.C.
ON CENTER
OPT
OPTIONAL
OSB
ORIENTED STRAND BOARD
PLY
PLYWOOD
PSI
POUNDS PER SQUARE INCH
PSF
POUNDS PER SQUARE FOOT
PT
PRESSURE TREATED
REINF
REINFORCEMENT
READ
REQUIRED
RO
ROUGH OPENING
RTU
ROOF TOP UNIT
SCH
SCHEDULE
SHTHG
SHEATHING
SIM
SIMILAR
SMS
SHEET METAL SCREWS
SIP
SOUTHERN YELLOW PINE
SPF
SPRUCE PINE FIR
STL
STEEL
STR
STRUCTURAL
SGD
SLIDING GLASS DOOR
SO,
SQUARE
T&G
TONGUE AND GROOVE
TOB
TOP OF BEARING
TYP
TYPICAL
UNO
UNLESS OTHERWISE NOTED
VERT
VERTICAL
W/
WITH
WIC
WALK IN CLOSET
WD
WOOD
WWF
WELDED WIRE FABRIC
W/O
WITHOUT
WDW
WINDOW
Sheet List
Page
No
Sheet Name
Sheet
Number
Current
Revision
1
General Notes, Details, and Elevations
S0.1
2
Existing and Proposed Floor Plans
S1.1
SCOPE OF WORK
1. REPLACE EXISTING DECK BOARDS, POSTS, AND RAILINGS PER PLAN AND SPECIFICATIONS.
GENERAL NOTES:
1. DESIGN CODE
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. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, BUILDING, FBC.
b. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, EXISTING BUILDING, FBC-EB.
C. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, RESIDENTIAL, FBC-R.
2. DESIGN CRITERIA
A. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE
FOLLOWING REFERENCED DOCUMENTS:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND
PAPER ASSOCIATION (AFPA)
2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUC110N
3. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.
3. DESIGN LOADS
A. FLOOR LOADING:
a. DEAD LOAD 10 PSF
b. LIVE LOAD 40 PSF
C. LIVE LOAD (BALCONY/STAIRS) 60 PSF or 300 LB POINT LOAD
B. GUARDRAIL/HANDRAIL 50 PLF AND 200 LBS IN ANY DIRECTION (NON -CONCURRENTLY)
4. STRUCTURE SPECIFICATION
A. BUILDING OCCUPANCY CATEGORY: II
B. CONSTRUCTION TYPE: V-B
C. OCCUPANCY CLASSIFICATION: R-2
D. WIND SPEED
a. ULTIMATE (LRFD) = 160 MPH
b. ALLOWABLE (ASD) = 124 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.
5. PROJECT REQUIREMENTS:
A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES.
B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF
CONSTRUCTION, INCLUDING ALLSTATE, 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.
DEMOLITION NOTES
1. PLANNING AND EXECUTING OF DEMOLITION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE ANSI-A10 STANDARDS.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODE AND ORDINANCES.
3. CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE
AREAS TO DEMOLISH.
4. CONTRACTOR SHALL TAKE MEASUREMENTS TO MINIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE
ATMOSPHERE, AND THE AMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF
NEARBY EQUIPMENT.
5. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT
THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK.
6. PROTECT ALL EXISTING AREAS AND UTILITIES THAT ARE NOT TO BE DISTURBED.
7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK.
8. IN CASE OF ANY DISCREPANCIES BETWEEN PLANS AND 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.
WOOD FRAMING COMPONENTS:
, III Ai1.3:0
1. MATERIALS
A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN
THE DESIGN CRITERIA:
B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER
ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION
AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S.
D. ALL FRAMING MEMBERS SHALL BE SOUTHERN PINE #2 GRADE OR BETTER.
2. EXECUTION
A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS.
B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE.
C. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE
MATERIALS OR PRESSURE TREATED.
FASTENERS:
1. MATERIALS
A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
B. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED
OR STAINLESS STEEL.
C. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED
WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS:
a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATING
b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING
C. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER
d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD
e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS.
• TYPE DIAMETER
• 8d COMMON 0.131"
• 10d / 12 COMMON 0.148"
• 16d COMMON 0.162"
2. EXECUTION
A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND
INSTALLATION.
2x6 P.T. CAP W/ (2) #10 SCREWS PER
POST & #8 SCREWS TO TOP RAIL AT 12"
O.C. MAX.
2x8 P.T. TOP RAIL W/ (2) #10 SS
SCREWS PER POST
44 P.T. POST AT 4' ON CENTER MAX
2x2 P.T. PICKETS SPACED TO REJECT 4"
SPHERE W/#8 SCREWS TO TOP AND
BOTTOM RAILS
2x4 P.T. BOTT. RAIL W/ (2) #10 SS
SCREWS TO POST
(2) 5/8" x 6" LAG BOLTS TO (2) 2x8 BENT
(2) 5/8" x 6" LAG BOLTS TO EXIST. PIER
Typical Guardrail Section
1 " = 1 '-0"
E
0'-03/4'
Guardrail Elevation
3/4" = 1 '-0"
Rear
[S0.1 1 /4" = 1'-T
4x4 PT SP POST AT 48" MAX. SPACED
EQUALLY, DO NOT NOTCH POST
Spaced to Reject PICKETS PER
4" Sphere SECTION
X
(2) 5/8" x 6" LAG BOLTS WITH----
WASHERS AT EACH POST Imo/
GUARDRAIL SHALL RESIST LOADS SPECIFIED IN
GENERAL NOTES UNDER DESIGN LOADS AS
WELL AS THOSE SPECIFIED IN FBC 1607.8
(2) #10 SS 3" SCREWS AT EACH
2x6 PLANK, TO EXISTING 2x8
STRINGERS, TYP.
EXIST. PIERS
SEE SECTION
N.
2x8 BENT
(2) 5/8" x 6" LAG BOLTS WITH
WASHERS TO EXISTING PIER
EXISTING WOOD PIER
LAlo I IIVV rILI\J
io
m
GUARDRAIL TO BE CONSTRUCTED TO
WITHSTAND A CONCENTRATED LOAD OF 200
LBS APPLIED AT ANY POINT IN ANY DIRECTION.
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Project Number:
21F018
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SO. 1
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Project Number:
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EXIS
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Existing Floor Plan
1 /4" = 1 '-0"
ADJACENT UNIT --
Proposed Floor Plan
1 /4" = 1-0"
EQ EQ EQ EQ EQ EQ EQ
- - ADJACENT UNIT
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Floor Plans
2 0F 2
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