HomeMy WebLinkAbout1000 Oak Ave 18-3413- NEW BUILDING-SHED0
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A. STRUCTURAL WORK SHALL. BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, (oTH
EDITION (2011), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS.
B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS AT THE 51TE AND SHALL. NOTIFY THE ENGINEER OF DISCREPANCIES BETWEEN
THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE
PROCEEDING WITH THE WORK.
C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE
DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION
UNLESS SD STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE WORKMEN OR OTHER PERSONS DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR EARTH
BANKS, FORMS, SCAFFOLDINGc, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR
CRANES AND GIN POLES.
D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL
STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE
DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY
OF THE STRUCTURE OR CAUSE D16TRE65 IN THE STRUCTURE.
E, CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS OF
THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT 15 THE
GENERAL CONTRACTOR'S RESPONSIE31LITY TO INSURE THAT THE SUBCONTRACTORS ARE
INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BY
AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS.
F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF
QUANTITIES, LENGTHS OR FIT OF MATERIALS.
G. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0', SEE SITE PLAN.
H. SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY PROPOSED CHANGE
TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR
OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN
AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE
CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE
CONTRACTOR.
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A. DESIGN DATA
1. ROOF DEAD LOAD .......... 20 PSF
2. ROOF LIVE LOAD ...... 1. 20 PSF
B. WIND LOADS
THIS STRUCTURE HAS BEEN DESIGNED FOR WIND LOADS IN ACCORDANCE WITH CHAPTER 16
OF THE FLORIDA BUILDING CODE, 6TH EDITION (2010 AND A5CE-1 AS FOLLOWS:
RISK CATEGORY . I ........ CATEGORY II
ULTIMATE DESIGN WIND SPEED .......... 140 MPH (3 -SECOND GUST)
NOMINAL DESIGN WIND SPEED .......... 108 MPH
EXPOSURE CATEGORY C
BUILDING CLA551FICATICN ENCLOSED
INT. PRESSURE COEFF. (+/-) 0.18
THIS STRUCTURE (RISK CATEGORY II AND LANDWARD OF THE
COUNTOUR LINE) 15 NOT IN THE WIND-BORNE DEBRIS REGION
C. NOMINAL DE61GN WIND PRESSURES (COMPONENTS AND CLADDING):
a
1. A = 6'-1" A-< >-A
H = 15'_ 7 "
2. PRESSURES SHOWN ARE APPLIED NORMAL TO THE SURFACE.
3, PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARDS AND
AWAY FROM THE SURFACES, RESPECTIVELY.
4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, VALUE MAY ISE
INTERPOLATED, OTHERWISE USE THE VALUE ASSOCIATED WITH THE
LOWER EFFECTIVE WIND AREA.
WOOD RRAMNG
A. ALL 50LID SAWN (55) FRAMING LUMBER TO BE AS FOLLOWS-.
I. RAFTERS/JOISTS. . . ...... ............................. STP 12, UN.O.
B ALL SHEATHING TO BE AS FOLLOWS:
L ALL SHEATHING TO BE APA OR TECO RATED.
2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS.
3. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS:
a. 1/16' .421' THICKNESS - 24/0 SPAN RATING
b. 15/32' - .469" THICKNESS - 24/16 SPAN RATING
c. 19/32' - 594" THICKNESS - 32/16 SPAN RATING
d. 23/32 ° - _119" THICKINESS - 48/24 SPAN RATING
C. ALL ATTACHMENTS SHALL BE AS INDICATED IN FBG TABLE 2304.9.1, U.N.O.
D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON STRONG -TIE. REFER TO SIMPSON
WOOD CONSTRUCTION CONNECTORS CATALOG (CURRENT EDITION) FOR ADDITIONAL,
INFORMATION. ALTERNATE CONNECTORS WITH EQUIVALENT OR HIGHER LOADS MAY BE
USED IN LIEU OF SPECIFIED COMPONENTS.
E. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS:
1. 8d - .131" x 2 1/2"
2. 10d - .148" x 3"
3. 12d - .148" x 3 1/4'
4. IroD - .162" x 3 1/2"
F_ ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE
CONTENT OF 19% OR LESS), U.N.D. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS
ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DESIGNED AND DETAILED
BY OTHERS.
G. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE
PRESSURE TREATED. UNTREATED WOOD SHALL. NOT BE IN DIRECT CONTACT WITH
CONCRETE OR MASONRY. SEAT PLATES TO BE PROVIDED AT ALL SEARING LOCATIONS
WITHOUT WOODEN TOP PLATES.
MIL I T I TM
A. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS AT THE SITE, INCLUDING, BUT NOT LIMITED TO, EX15TING PIPES, UTILITIES, POWER
LINES, ETC., AND SHALL NOTIFY THE OWNER OF DISCREPANCIES BETWEEN THE ACTUAL
CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS, BEFORE PROCEEDING WITH THE
WORK.
EATH INATTAC 1 1 T
A. PLYWOOD ROOF SHEATHING
ROOF DECK SHALL BE 19/32" EXPOSURE 1, C -D PLYWOOD. ALL END JOINTS SHALL BE
STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMENSION SHALL BE
PERPENDICULAR TO FRAMING. FASTENERS FOR THE ROOF SHEATHING SHALL. BE AS
FOLLOWS:
ZONE 1: MIN. Sd RING SHANK 6' D.G. ALONG EDGES, BLOCKING AND FIELD
ZONE 2: MIN. 8d RING SHANK 6' O.C, ALONG EDGES, BLOCKING AND FIELD
ZONE 3: MIN. Sd RING SHANK 4" O.G. ALONG EDGES, 5L.00KING AND 6' D.C. FIELD
NOTE: USE 10d RING SHANK NAILS EDGES, BLOCKING AND SUPPORTS AT SPACING
ABOVE WHEN 19/32" ROOF SHEATHING IS USED.
4 FT_ U 1
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IND5X OF
DESIGN WIND PRESSURES (PSF):
COMPONENTS AND CLADDING FOR
NOMINAL WIND SPEED (ASD)
a
EFFECTIVE
AISC
ROOF
WALLS
AREA (5F)
ZONE I
ZONE 2
ZONE 3
ZONE 4
ZONE 5
0 TO 19.99
12.0/ -31.4
12.8 / -52.1
12.8 / -52.1
20.1/ -31.1
20.1/ -38,3
20 TO 49.99
12.0/,30.6
12.0/-411
12.0/-41.1
21.4/-29_S
21.4/-35.6
50 TO 99.99
10.9 / -295
10.9 / -39.6
10.9 / -39fo
25.8 / -28.2
25.8 / -32.5
100 AND OVE
10.1 / -28.-i
10J / -34.0
10.1 / -34.0
24.5 / -26.9
24.5
WOOD RRAMNG
A. ALL 50LID SAWN (55) FRAMING LUMBER TO BE AS FOLLOWS-.
I. RAFTERS/JOISTS. . . ...... ............................. STP 12, UN.O.
B ALL SHEATHING TO BE AS FOLLOWS:
L ALL SHEATHING TO BE APA OR TECO RATED.
2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS.
3. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS:
a. 1/16' .421' THICKNESS - 24/0 SPAN RATING
b. 15/32' - .469" THICKNESS - 24/16 SPAN RATING
c. 19/32' - 594" THICKNESS - 32/16 SPAN RATING
d. 23/32 ° - _119" THICKINESS - 48/24 SPAN RATING
C. ALL ATTACHMENTS SHALL BE AS INDICATED IN FBG TABLE 2304.9.1, U.N.O.
D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON STRONG -TIE. REFER TO SIMPSON
WOOD CONSTRUCTION CONNECTORS CATALOG (CURRENT EDITION) FOR ADDITIONAL,
INFORMATION. ALTERNATE CONNECTORS WITH EQUIVALENT OR HIGHER LOADS MAY BE
USED IN LIEU OF SPECIFIED COMPONENTS.
E. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS:
1. 8d - .131" x 2 1/2"
2. 10d - .148" x 3"
3. 12d - .148" x 3 1/4'
4. IroD - .162" x 3 1/2"
F_ ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE
CONTENT OF 19% OR LESS), U.N.D. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS
ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DESIGNED AND DETAILED
BY OTHERS.
G. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE
PRESSURE TREATED. UNTREATED WOOD SHALL. NOT BE IN DIRECT CONTACT WITH
CONCRETE OR MASONRY. SEAT PLATES TO BE PROVIDED AT ALL SEARING LOCATIONS
WITHOUT WOODEN TOP PLATES.
MIL I T I TM
A. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS AT THE SITE, INCLUDING, BUT NOT LIMITED TO, EX15TING PIPES, UTILITIES, POWER
LINES, ETC., AND SHALL NOTIFY THE OWNER OF DISCREPANCIES BETWEEN THE ACTUAL
CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS, BEFORE PROCEEDING WITH THE
WORK.
EATH INATTAC 1 1 T
A. PLYWOOD ROOF SHEATHING
ROOF DECK SHALL BE 19/32" EXPOSURE 1, C -D PLYWOOD. ALL END JOINTS SHALL BE
STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMENSION SHALL BE
PERPENDICULAR TO FRAMING. FASTENERS FOR THE ROOF SHEATHING SHALL. BE AS
FOLLOWS:
ZONE 1: MIN. Sd RING SHANK 6' D.G. ALONG EDGES, BLOCKING AND FIELD
ZONE 2: MIN. 8d RING SHANK 6' O.C, ALONG EDGES, BLOCKING AND FIELD
ZONE 3: MIN. Sd RING SHANK 4" O.G. ALONG EDGES, 5L.00KING AND 6' D.C. FIELD
NOTE: USE 10d RING SHANK NAILS EDGES, BLOCKING AND SUPPORTS AT SPACING
ABOVE WHEN 19/32" ROOF SHEATHING IS USED.
4 FT_ U 1
I- _ _ - - _ - - - _.._. __._ - __.__ - _.__ - ..,_Z-71
a T
-4 HT_ 4 FT_ 2
r- - - - - - - - - - - - -
® __
4 FT. 0 4 FT.l
H
IND5X OF
STRUCTURAL !:)RALUINaS
a
AMERICAN CONCRETE INSTITUTE
AISC
}
FR
CONSTRUCTION
to
PAGE
SHEET
ALTERNATE/ALTERNATIVE
TITLE
W-
1
S-l.l
G.C.
GENERAL STRUCTURAL NOTES
AWS
1
5 2.1
BOTTOM OF
PLAN AND DETAILS
BOND BEAM
A_B_
ANCHOR BOL.T5
ACI
AMERICAN CONCRETE INSTITUTE
AISC
AMERICAN INSTITUTE OF STEEL
FR
CONSTRUCTION
4I5I
AMERICAN IRON AND STEEL INSTITUTE
ALT
ALTERNATE/ALTERNATIVE
ARCH.
ARCHITECTURE/ARCHITECTURAL
ASTM
AMERICAN SOCIETY FOR TESTING AND
G.C.
MATERIALS
AWS
AMERICAN WELDING SOCIETY
B/
BOTTOM OF
BB
BOND BEAM
BLDG
BUILDING
BLK
BLOCK
BM
BEAM
51
BASE PLATE/BEARING PLATE
BRG
BEARING
BTJ
BOLTED TIE JOIST
CANT
CANTILEVER
CP
CONCRETE BEAM
CG
CONCRETE COLUMN
CJ
CONTRACTION JOINT/CONTROL JOINT
CL
CENTERLINE
CMU
CONCRETE MASONRY UNIT
GL -R.
CLEAR/CLEARANCE
COL
COLUMN
CONC.
CONCRETE
CONNX
CONNECTION
CONST
CONSTRUCTION
CSJ
CONSTRUCTION JOINT
DEPT
DEPARTMENT
PET.
DETAIL
DFT
DRY FILM THICKNESS
DIA.
DIAMETER
DIM
DIMENSION
DIST
DISTANCE
DN
DOWN
DR
DRAIN
DWG
DRAWING
EA.
EACH
EE
EACH END
EF
EACH FACE
EL
ELEVATION
EMB
EMBEDMENT
ENGR
ENGINEER
E05
EDGE OF SLAB
EW
EACH WAY
EXIST.
EXISTING
EXT_
EXTERIOR
F.D.
FLOOR DRAIN
FF
FINISH FLOOR
FLR
FLOOR
FR
FIRE RETARDANT
FTG
FOOTING
F.V.
FIELD VERIFY
GA.
GAGE/GAUGE
GALV.
GALVANIZED
G.C.
GENERAL CONTRACTOR
GLU-LAM
GLUE -LAMINATED
6N_
GENERAL NOTES
N.A.S.
HEADED ANCHOR STUDS
HORIZ.
HORIZONTAL.
HSS
HOLLOW STRUCTURAL SECTIONS
HT,
HEIGHT
INT.
INTERIOR
JST
JOIST
JT
JOINT
LDH
LONG DIMENSION HORIZONTAL
LDV
LONG DIMENSION VERTICAL
LGTH
LENGTH
LLH
LONG LEG HORIZONTAL.
L.LV
LONG LEG VERTICAL
LSL
LONG -SLOTTED
l
MANUF. MANUFACTURE/MANUFACTURER
MATL
MATERIAL
MAX.
MAXIMUM
MB
MASONRY BEAM
MD
METAL DECK
MECH.
MECHANICAL
MEZZ
MEZZANINE
MIN.
MINIMUM
MISC.
MISCELLANEOUS
MO
MASONRY OPENING
MTL
METAL
N.I.G.
NOT IN CONTRACT
NOM
NOMINAL
N.T.S.
NOT TO SCALE
N.W.T.
NORMAL WEIGHT TOPPING
O_C_
ON CENTER
OPNG
OPENING
OPP.
OPPOSITE
PGC
PRE -CAST CONCRETE
PEMB
PRE-ENGINEERED
METAL BUILDING
PL
PLATE
PLY.
PLYWOOD
PRE -ENG
PRE-ENGINEERED
PREFAI5
PREFABRICATED
Pi�'OJ
PROJECTION
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PT
PRESSURE TREATED
PW
PANEL WIDTH
RCP
REINFORCED CONCRETE PIPE
R.A.
ROOF DRAIN
REF
REFERENCE
REINF
REINFORCING
READ.
REQUIRED
RW
RETAINING WALL
SA
STUD ANCHOR
SCHED
SCHEDULE
SF
STEPPED FOOTING
SIM,
SIMILAR
SPC
SPACE/SPACES
SPECS
SPECIFICATIONS
SQ.
SQUARE
55
STAINLESS STEEL
SSL
SHORT -SLOTTED
STD
STANDARD
5TL
STEEL
STRUCT.
STRUCTURAL
SYM
SYMMETRICAL
T/
TOP OF
T AND B
TOP AND BOTTOM
T 4 G
TONGUE AND GROOVE
TE3
TIE BEAM
TND
THREAD/THREADED
THK
THICK
TS
TUBE STEEL
TYP.
TYPICAL
UN -0.
UNLESS NOTED OTHERWISE
VERT.
VERTICAL
VOL
VOLUME
W
WIDE FLANGE
W/
WITH
W/O
WITHOUT
WD
WOOD
WF
WALL FOOTING
WH
WEEP HOLE
WP
WATERPROOF
W.P.
WORKING POINT
W.W.F.
WELDED WIRE FABRIC
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PL, EXAMINER
DATE
AUO 0 9 201
u L
i
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOIAT E, CAN(,' EL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OFA PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERROR$ IN PLANS,
CONSTRUCTION OR VIOLATIONS OF TFIIS CODE
JAN!`"O[L)
HISTORIC PERMIT
All work must be done nt ntricr accordwee with the
Approved Con, ,crate cif Appropriaten6s
!:Building docs not appri r ,:, r, work oatsWa this scope
Permit Applicant it; sotey responsible for compliance
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