HomeMy WebLinkAboutBuilding PlansINSTALLATION NOTES AND SPECIFICATIONS
1. DESIGN IS FOR MAXIMUM 30'-0" WIDE X 16'-0" EAVE HEIGHT UTILITY STRUCTURES.
2, DESIGN WAS DONE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE (FBC) 7TH EDITION.
_ 3. DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD =15 PSF
B) LOVE LOAD =12 PSF
C) GROUND SNOW LOAD = 0 PSF (24'-0" WITH U-CHANNEL RAFTER TIE)
4. ULTIMATE WIND SPEED 180 MPH (NOMINAL WIND SPEED 140 MPH)
MAXIMUM RAFTER / POST AND END POST SPACING = 4'4' (UNLESS NOTED OTHERWISE).
5. RISK CATEGORY:1
6. WIND EXPOSURE CATEGORY: B
7. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 3" x3"x3/16" TUBE STEEL (TS) (UNLESS NOTED OTHERWISE).
8. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = 6" O.C. (MAX).
9. FASTENERS CONSIST OF Y4" X 3/a' SELF DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICATIONS
APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20'-0" OR LESS, AND ROOF SLOPES OF 14" (3:12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER
ROOF HEIGHTS AND / OR SLOPES MAY VARY.
10. WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE:
SOIL SITE CLASS = D
RISK CATEGORY IAI/111
R= 3.25 ID=1.0
BIDS = TBD V = CSW
SDI = TBD
FRAMING MEMBER NOTES:
1. ROOF RAFTERS TO BE 3"x3"x3/16" TUBE STEEL (MIN.)
2. KICKERS TO MATCH ROOF RAFTER
3. FASTEN RAFTER TO COLUMN W/ 1/2" THRU-BOLT
4. FASTEN KICKER TO RAFTER/COLUMN W/ 1/2" THRU-BOLT
5. COLUMN TO BE 3"x3"x1/4" TUBE STEEL (MIN.)
6. BASE -RAIL TO MATCH COLUMN
7. COLUMN TO BE WELDED TO BASE -RAIL
8. GROUND ANCHOR SIZE TO BE 1/2"x4" EMBEDMENT (MIN.)
TABLE 1
RAFTER / POST OR END POST
SPACING
WIND SPEED
X 5 150
5'-0" O.C.
150 < X 5 180
,PRODUCT APPROVAL:
1
ROOF PANEL
APPROVAL CODE 17031.1
2
WALL PANEL
APPROVAL CODE 17021.1
3
ELIXIR DOOR
APPROVAL CODE 17996.3
4
ASTA FL
APPROVAL CODE FL7074.2
5-
KINRO-WINDOW _ _ _ _
APPROVAL CODE 993.7
PANELS
APPROVAL CODE 14024.1
j9GA
LAP SIDINGEEEEE
APPROVAL CODE 31737.1
NOTE: PRODUCT APPROVAL CODES PROVIDED BY OTHERS
FOR SITE SPECIFIC PLANS ONLY
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WINDOW AND DOOR NOTE
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL
INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION.
ANSI/AAMA/NWWDA 101/1S 2/97
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE.
DESIGN WAS DONE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE 7TH ED. (FBC) WITH 2O12
SUPPLEMENT AMENDMENTS 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC.
GENERAL NOTES:
1, ALL STEEL SHALL BE 50 KSI STEEL.
2, FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4"
X 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 4"
O.C. AVERAGE.
3, ALL FIELD CONNECTIONS SHALL BE 1/4" X 3/4" SELF DRILLING
SCREWS.
4. ALL SHOP CONNECTIONS SHALL BE WELDED.
5, CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE
MODEL AT 1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVELENT. GROUND ANCHOR REQUIREMENTS ARE 1@ EACH
CORNER & ONE EVERY -INTERIOR RAFTER POST LOCATION: -- - -
AT A MAXIMUM 4'-0" O.C., AND BOTH SIDES OF OPENINGS
WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED
FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.
6, POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER
CONNECTION, EXCEPT FOR END WALLS.
HELIX ANCHOR NOTES:
1. FOR VERY DENSE AND! OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS, USE
MINIMUM (2) 4" HELICES WITH MINIMUM 30" EMBEDMENT OR
SINGLE 6' HELIX WITH MINIMUM 50" EMBEDMENT.
2. FOR CORAL USE MINIMUM (2) 4" HELICES WITH MINIMUM
30" EMBEDMENT OR SINGLE 6" HELIX WITH MINIMUM
50. EMBEDMENT.
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
�/ EMBEDMENT.
SILTS, AND CLAYS USE MINIMUM (2) 4" HELICES WITH
T-0" (TI P) 50N G
MBEDMENTORSINGLE HELIXWITHMINIMUM
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL, USE MINIMUM (2) S' HELICES WITH MINIMUM
50" EMBEDMENT.
5. FOR VERY LOOSE TO MEDIUM DENSE SANDS FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL US MINIMUM (2) S" HELICES
WITH MINIMUM 60" EMBEDMENT.
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CODE COMPLIANCE
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WIND PRESSURES
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DESIGN PRESSURE (PSF)
POSITIVE
NEGATIVE
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Engineer: Kent Bice
FL License #: 50421
COM 30468
02/23/21
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VARIES
26 GA R-PANEL
SIDE OR END 26 GA AG PANEL
PANELS
METAL DECK
SEE TABIEt SEE TABLET II SEE TABlE1 SEE JT�A�LETABIEt
TYP SIDE ELEVATION
NOT TO SCALE
�G GROUND ANCHORS @ EACH END
BOW POST AND EVERY OTHER
INTERIOR BOW POST LOCATION
(SEE DETAIL 4 SHEET 3)
SIDE ELEVATION
NOT TO SCALE
. GALVANIZED METAL ROOF
_S FASTENED TO RAFTERS
3'x3"xt/4" TS BASE RAIL
TYPICAL BOW SECTION
NOT TO SCALE
TYP END ELEVATION
NOT TO SCALE
VARIES
TYPICAL SIDE WALLS
NOT TO SCALE
26 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
3'xni/4' TS COLUMN
6"
C®DE COMPLIANCL
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BOCC
30'-0" RAFTER SPAN
TYPICAL END WALLS
NOT TO SCALE
16 GA U-CHANNEL BRACE
FASTENED RAFTER. POSITIONED
AT 4S" W/ 2-114"xl" SDF'S AT EACH
END (4 PER BRACE)
26 GA GALVANIZED METAL SIDE PANELS.
SECURE WALL PANELS TO RAFTER/BOW AND
END POST WITH 114" X 314" SDF'S W/CONTROL
SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
U
3'x3"x114" TS BASE RAIL
STANDARD LEAN-TO OPTION
MAIN STRUCTURE STANDARD LEAN-TO OPTION
TYPICAL HORSE BARN SECTION
NOT TO SCALE
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INSTALL 1/2' X4" EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN 6' OF EACH BOW ALONG
SIDES OR INSIDE EVERY END WALLS
POST ALONG END WALL SECTIONS
e 12"
16"
MONOLITHIC CON . FOOTING NOTE:
(3000 PSI MIN.) 6 X 6 X #10 W.W. MESH REINF. OR
REINFORCED WITH 2i/4's 6 MIL PLASTIC MEMBRANE
CONTINUOUS WELL COMPACTED EARTH FILL 95% PROCTOR
CONCRETE BASE RAIL ANCHORAGE
�_SCALE: NTS
DRILL 5/8"HOLE
THROUGH THE BASE
RAIL & SECURE TO
ANCHOR W/ 1/2" DIA
THROUGH BOLT
2" WASHERS
TOPOFASPHAULT
PAVEMENT OR STABLE \
GROUND SURFACE
48" 16 GA U-CHANNEL BRACE
NOTE: BRACE NOT REQUIRED IF END
ENCLOSED
NIPPLE TO 3/16
RAFTER 3/18
2
x3"xi/4" TS RAFTER POST
FASTENED TO KICKER W/ 1!I THRU BOLTS
3'k3'x3/16" TS RAFTER
3"x3'x3/16' TS
KICKER FASTENED TO RAFTER
W/ 1/Z' THRU BOLTS
6' LONG TS 12 GA NIPPLE
SECURE POST TO NIPPLE WITH
41/4" X 1 3/4" SDFs.
BOX EAVE RAFTER/CORNER
POST DETAIL
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SCALE: NTS
TS CONT. BASE RAIL
SIZE TO MATCH COLUMN
F�l I
3-1l8" FOR 16 GA U-CHANNEL BRACE
1/4"FRAMING FASTENED TO THE POST AND
RAFTER, POSITIONED @ 45'
W/ 2-1/4" X 1' SDF's AT
EACH END (4 PER BRACE)
BRACE SECTION
COLUMN TO 3/16
BASE RAIL
3/16
TS POST
TS CONTINUOUS BASE
RAIL - SIZE TO MATCH
COLUMN
POST/BASE RAIL CONN. DETAIL
�,SCALE: NTS
3"x3*x3/16°-TS,TRUSSED RAFTER
CHORD. OR NONSTRUCTURAL HEADER
COLUMN TO
BASE RAIL
3/18
3"x3"x1/4° TS DOUBLE
POST
MINIMUM 6" LONG.
MINIMUM 14 GA
CONNECTOR SLEEVE
SECURE WITH (4) SDFS
2"X2"X2"14 GA CLIP
ANGLE SECURE TO
RAFTER COLUMN AND
BASE RAIL WITH (4) SDFS
TS CONTINUOUS BASE
RAIL -SIZE TO MATCH
COLUMN
COLUMN/BASE RAIL CONN. DETAIL
-. SCALE: NTS
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-ODE COMPLIANCE
�;T- LUCIE COUNTY
OCC
EYE ANCHOR W.
5/8' ROD 30" LONG
SCALE: NTS
WITH DEL 3" HELIX
3"
TSS POST
2"X2"X2"16GA.ANGLE
BASE RAIL ANCHORAGE
"ND " COLUMN
HLEADER WITH 11 dX3/4ASDDFS. OF
3'k3"x1/4" TS COLUMN
i A
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ND COLUMN
3R
OR END COLUMN
SCALE: NTS
"
TS END POST OR DOOR/
DOOR
2°X 2" 2" 14 GA ANGLE CLIP
TO COLUMN AND
X 2" 2" 14 GA ANGLE CLIP
ECURE TO COLUMN ANDSECURE
ITHER TOP OF HEADER,
WINDOWFRAMEPOST2"X2"X2'16GAANGLECUP
SECURE TO POST (EACH SIDE)AND RAFTER
EITHER TOP OF HEADER, OR
OR
OTTOM OF WINDOW RAIL
jOR
CHORD/RAIL WITH 1W X3/4" SDFS 20N
BOTTOM OF WINDOW RAIL
WITH (4) SOPS
TS BASE/WINDOWS RAIL OR
BOTTOM AND 2 ON SIDE
WITH (4) SOPS
NONSTRUCTURAL HEADER
NOTE ROLL -UP DOOR OPENINGS,
TS STRUCTURAL HEADER
POST SHH OULD BE FLUSH WITH RAIL END.
CUP POST TO RAIL ONLY ON SIDE OPPOSITE
I THE OPENING.
TS HEADER OR
WINDOW RAIL
COLUMN OR WINDOW RAIL TO POST
CONN. DETAIL
SCALE:NTS
DOUBLE TS HEADER
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MINIMUM 6" LONG.
MINIMUM 14 GA
CONNECTOR SLEEVE.
SECURE WITH (4) SOPS
0
/
3"x3'k1/4"
TS END
COLUMN
3118 CONNECTOR
SLEEVE TO
3/16 HFAnrR
DOUBLE TS HEADER
COLUMN OR WINDOW RAIL TO POST
5A CONNV
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3'k3°xtA4 TS
ENDCOLUMN
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MINIMUM 6" LONG.
MINIMUM 14 GA
CONNECTOR SLEEVE.
SECURE WITH (4) SDFS O
DOUBLE TS HEADER
316 CONNECTOR
SLEEVE TO
3/16 HEADER
POST TO RAIL, TRUSS CHORD, OR
6 STRUCTURAL HEADER CONN. DETAIL
SCALE:NTS
(NOTE: PLACE (1) @ CENTER OF DOOR HEADER.)
3'xWx3/16' TS
ROOF RAFTER
T X 2" A X 2" 14 GANGLE CLIP
SECURE TO COLUMN AND
RAFTER WITH (4) SDF'S
3"x3"xi/4" TS END
COLUMN
3"x3'X3/16'"
ROOF RAFTE
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
II SCALE: NTS
:ngineer: Kent Bice
L License #: 50421
COM 30468
HEADER/COLUMN CONN. DETAIL �� HEADER/COLUMN CONN. DETAIL 9 END COLUMN/RAFTER CONN. DETAIL 10 PEAK BRACE CONN. DETAIL Z��Z-f
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STIFFENE
TO POST
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1-12" 18 GA. FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 1/4"X3/4"SDF's
SPACED NOT MORE THAN 48" O.C.
26 GA. METAL
ROOF PANEL
—TS RAFTER
ROOF PANEL ATTACHMENT
ALTERNATE FOR VERTICAL ROOF PANELS
SCALE:NTS
2-12'1.<2-12'k14GA TS Double Ladder Post
4'SQ-1/4'm 4GA - 3" long Post
ener at 12" D.C. vertically (typ.)
DOUBLE LADDER POST
ALTERNATE FOR LARGE SINGLE POST
SCALE: NTS
1 lwP
O.C.
CURTAIN 18 GA.21
11
SECTION THROUGH ROLL UP
DOOR HEADER
SCALE: NTS CURTAIN 24 GA. PBR WITH BAKED ON EPDXY
PRIMER & POLYESTER TOP COAT.
+ TS POST ►
NON-STRUCTURAL
(2) - (2) - (2) - (2) 1 /4" x 3/4" Fastener
pattern @ all end supports
(2) - (1) - (2) - (1) 1/4" x 3/4" Fastener
pattern @ all Interior supports
FASTENED TO POST PER
MANUFACTURER'S SPECS. IF
SHEATHING IS REQUIRED, MINIMUM
7/16'" OSB FASTENED TO POSTS AT 6"
O.C. (typ.)
26 GA. AG panel metal deck
150F125.43 Hat channel
s4� PANEL DETAIL
SCALE: N.T.S.
TUBING OPTIONS:
2X3
OUBLEI
OOR OF
26 GAL
INTERIOR SIDE
A SECTION
SCALE: NTS
CODE COMPLIANCE.
S`I® LUCIE COUNTY
30Ca- C
SIDING INSTALLED PER MANUFACTURER'S SPECIFICATIONS
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4" CONC. SLAB
6 X 6 #10 W.W. MESH REINF. -
FIBERMESH OPTIONAL
6 MIL PLASTIC MEMBRANE
WELL COMPACTED EARTH FILL 95% PROCTOR
TREAT SOIL FOR TERMITES
30'-0" MAXIMUM
4' PAD
3.5"
II
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MONOLITIIC CON . FOOTING NOTE
(3000 PSI MIN.) 6X 6 X010 W.W. MESH REINF. OR
REINFORCED WITH 2 NSs 6 MIL PLASTIC MEMBRANE
CONTINUOUS WELL COMPACTED EARTH FILL 96%PROCTOR
MONOLITHIC FOOTER (TYP.)
SCALE:NTS
C®IDE COMPLIANCE
ST. LUCIE COUNTY
BOCC
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINSTAND
PREMANENTLY IN CONTACT WITH EARCH OR EXPOSED TO THE EARTH OR WEATHER
AND 1 1/2" ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE
A MINIMUM CLEAR DISTANCE OF 1/4" FOR FINE GROUT OR 1/2" FOR COURSE GROUT
BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS USED IN
MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN
2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2" FOR MASONRY
UNITS NOT EXPOSED TO EARCH OR WEATHER.
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION NOT DIRECTLY EXPOSED TO
THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL
PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE
IN STAINLESS STEEL OR HOT DIPPED GALVANIZED.
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. ALL REINFORCEMENT IS BENT COLD
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN 6-BAR
DIAMETERS AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT.
EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN BARS WITH A VERTICAL CELL, BARS PARTIALLY
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE NOT MORE THAN 1" OF
THE HORIZONTAL DISPLACEMENT TO 6" OF VERTICAL BAR LENGTH.
Engineer: Kent Bice
FL License #: 50421
COA# 30468
2-23-2f
02/23/21
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