HomeMy WebLinkAboutGA Southern Plans - engineeringWINDOW 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.
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
6. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER
CONNECTION, EXCEPT FOR END WALLS.
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.
DESIGN WAS DONE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE 7TH ED. (FBC) WITH 2012
SUPPLEMENT AMENDMENTS 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC.AGAINST HUMAN ERROR. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO VERIFY DIMENSIONS AND OTHER DETAILS ON THE PLANSWHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THESE PLANS TO AVOID MISTAKES, THE DESIGNER CANNOT GUARANTEEAND NOTIFY DESIGNER OF ANY ERRORS OR OMISSIONS BEFORE STARTING CONSTRUCTION.OF
SHEETDRAWING NO.NOTE:1 5E03061-20Engineering Services Providedby Kent M. Bice, P.E.1552 6th Street S.E. - Winter Haven, FL 33880Phone: (863) 875-5602 - Fax: (863) 508-6496www.BBDEngineering.comDESIGN FIRM, LLC&BBD ENGINEERINGGA SOUTHERN STEEL BUILDINGS INC.Drafting Services Provided By:CAPE CORAL, FL 339091122 AMBER LAKE CT.VALKYRIE DRAFTING SERVICESSCHEMATIC DESIGN ELEMENTS FOR THIS PROJECT WERE PROVIDED TOBBD ENGINEERING & DESIGN FIRM, LLC & DRAFTING DESIGN SERVICE, INC.,BY: USA QUALITY STEEL STRUCTURES, LLC.ClientLocationPREFABRICATED UTILITY STRUCTURE:3
3
3
3
2
2
1
1
2
2
2
2
FOR SITE SPECIFIC PLANS ONLY 3'-0" (TYP)
INSTALLATION NOTES AND SPECIFICATIONS
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
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4" HELICES WITH
MINIMUM 30" EMBEDMENT OR SINGLE 6" HELIX WITH MINIMUM
50" EMBEDMENT.
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL, USE MINIMUM (2) 6" HELICES WITH MINIMUM
50" EMBEDMENT.
5. FOR VERY LOOSE TO MEDIUM DENSE SANDS FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL US MINIMUM (2) 8" HELICES
WITH MINIMUM 60" EMBEDMENT.
1. DESIGN IS FOR MAXIMUM 50'-0" WIDE X 20'-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) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 35 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'-0" (UNLESS NOTED OTHERWISE).
5. RISK CATEGORY: I
6. WIND EXPOSURE CATEGORY: B
7. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 5" x5"x5/16" 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
14" X 3 4" 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 I/II/III
R= 3.25 IC=1.0
SDS = TBD V = CSW
SDI = TBD
PRODUCT APPROVAL:
1 APPROVAL CODE 14024.1
APPROVAL CODE 14024.1
ROOF PANEL
WALL PANEL
NOTE: PRODUCT APPROVAL CODES PROVIDED BY OTHERS
FRAMING MEMBER NOTES:
1. ROOF RAFTERS TO BE 2 1/2"x2 1/2""x3/16" 14GA 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 2 1/2"x2 1/2"x1/4" 14GA 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"x36" EMBEDMENT
(MIN.)
2
APPROVAL CODE 17996.3ELIXIR DOOR3
APPROVAL CODE FL1074.2ASTA FL4
APPROVAL CODE 993.7KINRO WINDOW5
APPROVAL CODE 14024.129GA PANELS6
APPROVAL CODE 31737.1B LAP SIDING7
Engineer: Kent Bice
FL License #: 50421
COA# 30468
02/01/21
WIND PRESSURES
ZONE
DESIGN PRESSURE (PSF)
POSITIVE NEGATIVE
1 25.7 -64.6
2e 25.7 -64.6
2n 25.7 -79.0
2r 25.7 -79.0
3e 25.7 -79.0
3r 25.7 -91.4
4 36.7 -40.0
5 36.7 -48.0
BY: USA QUALITY STEEL STRUCTURES, LLC.SIDE ELEVATION
NOT TO SCALE NOT TO SCALE
TYPICAL SIDE WALLS
BBD ENGINEERING & DESIGN FIRM, LLC & DRAFTING DESIGN SERVICE, INC.,SCHEMATIC DESIGN ELEMENTS FOR THIS PROJECT WERE PROVIDED TO1552 6th Street S.E. - Winter Haven, FL 33880Phone: (863) 875-5602 - Fax: (863) 508-6496www.BBDEngineering.comEngineering Services Providedby Kent M. Bice, P.E.52
NOTE:DRAWING NO.SHEET
OF AND NOTIFY DESIGNER OF ANY ERRORS OR OMISSIONS BEFORE STARTING CONSTRUCTION.WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THESE PLANS TO AVOID MISTAKES, THE DESIGNER CANNOT GUARANTEEAGAINST HUMAN ERROR. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO VERIFY DIMENSIONS AND OTHER DETAILS ON THE PLANSDESIGN FIRM, LLC&BBD ENGINEERINGE03061-20PREFABRICATED UTILITY STRUCTURE:10'-0"Drafting Services Provided By:CAPE CORAL, FL 339091122 AMBER LAKE CT.VALKYRIE DRAFTING SERVICES(SEE TABLE 1 FOR FASTENER SPACING)
SEAL WASHER
END POST WITH 1/4" X 3/4" SDF'S W/CONTROL
SECURE WALL PANELS TO RAFTER/BOW AND
NOT TO SCALE
TYPICAL END WALLS
3
3
SEE TABLE 1
SHEET 1
29 GA. AG PANEL
METAL DECK
OPTIONAL
26 GA. R-PANEL
SIDE OR END
PANELS
VARIES
6"
TS PEAK BRACE
12
3
26 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
2 1/2"x2 1/2"x1/4"
DOUBLE TS COLUMN
2 1/2"x2 1/2"x1/4"
DOUBLE BASE RAIL
26 GA. GALVANIZED METAL SIDE PANELS.
6
310
3
20'-0" COLUMN HEIGHTClientLocation50'-0" RAFTER SPAN GA SOUTHERN STEEL BUILDINGS INC.VARIES
6"
SEE TABLE 1
SHEET 1
SEE TABLE 1
SHEET 1
SEE TABLE 1
SHEET 1
SEE TABLE 1
SHEET 1
NOT TO SCALE
TYPICAL BOW SECTION
12
3
2 1/2"x2 1/2"x1/4"
DOUBLE TS COLUMN
2 1/2"x2 1/2"x1/4"
DOUBLE BASE RAIL20'-0" COLUMN HEIGHT50'-0" RAFTER SPAN
2
3
29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
3
3
GROUND ANCHORS @ EACH END
BOW POST AND EVERY OTHER
INTERIOR BOW POST LOCATION
(SEE DETAIL 4 SHEET 3)
TYP END ELEVATION
NOT TO SCALE
TYP SIDE ELEVATION
NOT TO SCALE
6"
FLOOD VENT AS APPLICABLE
ROLL UP DOOR
(AS APPLICABLE)
SWING DOOR
(AS APPLICABLE)
NOT TO SCALE
TYPICAL HORSE BAR SECTION
MAIN STRUCTURE STANDARD LEAN-TO OPTION
16 GA. U-CHANNEL BRACE
FASTENED RAFTER, POSITIONED
AT 45° W/ 2-1/4"x1" SDF'S AT EACH
END (4 PER BRACE)
STANDARD LEAN-TO OPTION
OPTION FOR FREESTANDING LEAN TO
SPAN UP TO 24'-0"Engineer: Kent Bice
FL License #: 50421
COA# 30468
02/01/21
3/16
3/16
COLUMN TO
BASE RAIL
TS CONTINUOUS BASE
RAIL - SIZE TO MATCH
COLUMN
3
SCALE: NTS
POST/BASE RAIL CONN. DETAIL
BY: USA QUALITY STEEL STRUCTURES, LLC.AGAINST HUMAN ERROR. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO VERIFY DIMENSIONS AND OTHER DETAILS ON THE PLANSWHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THESE PLANS TO AVOID MISTAKES, THE DESIGNER CANNOT GUARANTEEAND NOTIFY DESIGNER OF ANY ERRORS OR OMISSIONS BEFORE STARTING CONSTRUCTION.OF
SHEETDRAWING NO.NOTE:3 5Engineering Services Providedby Kent M. Bice, P.E.1552 6th Street S.E. - Winter Haven, FL 33880Phone: (863) 875-5602 - Fax: (863) 508-6496www.BBDEngineering.comSCHEMATIC DESIGN ELEMENTS FOR THIS PROJECT WERE PROVIDED TOBBD ENGINEERING & DESIGN FIRM, LLC & DRAFTING DESIGN SERVICE, INC.,DESIGN FIRM, LLC&BBD ENGINEERINGE03061-20PREFABRICATED UTILITY STRUCTURE:Drafting Services Provided By:CAPE CORAL, FL 339091122 AMBER LAKE CT.VALKYRIE DRAFTING SERVICES9
SCALE: NTS
END COLUMN/RAFTER CONN. DETAIL
THE OPENING.
CLIP POST TO RAIL ONLY ON SIDE OPPOSITE
POST SHOULD BE FLUSH WITH RAIL END.
NOTE: AT ROLL-UP DOOR OPENINGS,
BOTTOM AND 2 ON SIDE.
CHORD/RAIL WITH 1/4" X 3/4" SDF'S 2 ON
SECURE TO POST (EACH SIDE) AND RAFTER
2" X 2" X 2" 16 GA. ANGLE CLIP
CHORD. OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST.
TS BASE/WINDOWS RAIL OR
NON-STRUCTURAL HEADER
6
SCALE: NTS
STRUCTURAL HEADER CONN. DETAIL
POST TO RAIL, TRUSS CHORD, OR
4
SCALE: NTS
COLUMN/BASE RAIL CONN. DETAIL
EACH END (4 PER BRACE)
W/ 2-1/4" X 1" SDF's AT
RAFTER, POSITIONED @ 45°
FASTENED TO THE POST AND
16 GA. U-CHANNEL BRACE
SCALE: NTS
BRACE SECTION2"2 1/4"x2 1/4"x5/16"
TS ROOF RAFTER
6"
TS PEAK BRACE
PEAK BRACE CONN. DETAIL
SCALE: NTS
10
2" X 2" X 2" 14 GA. ANGLE CLIP
SECURE TO COLUMN AND
RAFTER WITH (4) SDF'S
2 1/4"x2 1/4"x1/4"
TS END COLUMN
3/16
3/16
CONNECTOR
SLEEVE TO
HEADER
MINIMUM 6" LONG.
MINIMUM 14 GA.
CONNECTOR SLEEVE.
SECURE WITH (4) SDF'S
2 1/4"x2 1/4"x1/4"
DOUBLE TS END
COLUMN
3-12
3-12
DOUBLE TS HEADER
TS HEADER OR
WINDOW RAIL
2" X 2" 2" 14 GA. ANGLE CLIP
SECURE TO COLUMN AND
EITHER TOP OF HEADER, OR
BOTTOM OF WINDOW RAIL
WITH (4) SDF'S
2 1/4"x2 1/4"x1/4" TS COLUMN
OR END COLUMN
DOUBLE TS HEADER
2" X 2" 14 GA. ANGLE CLIP
SECURE TO COLUMN AND
EITHER TOP OF HEADER, OR
BOTTOM OF WINDOW RAIL
WITH (4) SDF'S
2 1/4"x2 1/4"x1/4" TS COLUMN
OR END COLUMN
3-12
3-12
3/16
3/16 CONNECTOR
SLEEVE TO
HEADER
MINIMUM 6" LONG.
MINIMUM 14 GA.
CONNECTOR SLEEVE.
SECURE WITH (4) SDF'S
2 1/4"x2 1/4"x1/4" TS
DOUBLE END
COLUMN
3-12
3-12
DOUBLE TS HEADER
CONN. DETAIL
SCALE: NTS
5
COLUMN OR WINDOW RAIL TO POST
CONN. DETAIL
SCALE: NTS
5A
COLUMN OR WINDOW RAIL TO POST
7
SCALE: NTS
HEADER/COLUMN CONN. DETAIL HEADER/COLUMN CONN. DETAIL
SCALE: NTS
8
5-1/8" FOR
5/16" FRAMING
Clark SmithMiami, FLGA SOUTHERN STEEL BUILDINGS INC.3/16
3/16
2" X 2" X 2" 14 GA. CLIP
ANGLE SECURE TO
RAFTER COLUMN AND
BASE RAIL WITH (4) SDF'S
MINIMUM 6" LONG.
MINIMUM 14 GA.
CONNECTOR SLEEVE
SECURE WITH (4) SDF'S
2 1/4"x2 1/4"x1/4" TS
DOUBLE POST
TS CONTINUOUS BASE
RAIL - SIZE TO MATCH
COLUMN
Engineer: Kent Bice
FL License #: 50421
COA# 30468
02/01/21
2
SCALE: NTS
POST DETAIL
BOX EAVE RAFTER/CORNER
6"
NIPPLE TO
RAFTER
3/16
3/16
2 1/4"x2 1/4"x5/16" TS RAFTER
6" LONG TS 12 GA. NIPPLE
SECURE POST TO NIPPLE WITH
4 1/4" X 1 3/4" SDF's.
3"x3"x1/4" TS RAFTER POST
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
SCALE: NTS
11
TS POST
2" X 2" X 2" 16 GA. ANGLE
CLIP SECURE TO POST AND TOP OF
HEADER WITH 1/4" X 3/4" SDF's.
TS STRUCTURAL HEADER
(NOTE: PLACE (1) @ CENTER OF DOOR HEADER.)
CONCRETE BASE RAIL ANCHORAGE
SCALE: NTS
1
16"
3.5"
1.5"
12"
NOTE:
WELL COMPACTED EARTH FILL 95% PROCTOR
6 MIL PLASTIC MEMBRANE
6 X 6 X #10 W.W. MESH REINF. OR
MONOLITHIC CONC. FOOTING
(3000 PSI MIN.)
REINFORCED WITH 2 #4's
CONTINUOUS
INSTALL 5/8" X 4" EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN 6" OF EACH BOW ALONG
SIDES OR INSIDE EVERY END WALLS
POST ALONG END WALL SECTIONS
BASE RAIL ANCHORAGE
SCALE: NTS
1A
EYE ANCHOR
5/8' ROD 30" LONG
WITH DBL 3" HELIX
TOP OF ASPHAULT
PAVEMENT OR STABLE
GROUND SURFACE
2" WASHERS
TS CONT. BASE RAIL
DRILL 5/8" HOLE
THROUGH THE BASE
RAIL & SECURE TO
ANCHOR W/ 1/2" DIA.
THROUGH BOLT
KICKER FASTENED TO RAFTER
COLUMN TO
BASE RAIL
SIZE TO MATCH COLUMN
5"x5"x5/16" TS TRUSSED RAFTER
2 1/4"x2 1/4"x1/4"
3"x3"x1/4"
5"x5"x5/16" TS
ROOF RAFTER
3-12
3-12
5"x5"x5/16" TS
W/ 5/8" THRU-BOLTS
FASTENED TO KICKER W/ 5/8" THRU BOLTS
48" 16 GA. U-CHANNEL BRACE
NOTE: BRACE NOT REQUIRED IF END
ENCLOSED
2 1/4"x2 1/4"x1/4"
DOUBLE TS POST
BY: USA QUALITY STEEL STRUCTURES, LLC.BBD ENGINEERING & DESIGN FIRM, LLC & DRAFTING DESIGN SERVICE, INC.,SCHEMATIC DESIGN ELEMENTS FOR THIS PROJECT WERE PROVIDED TO1552 6th Street S.E. - Winter Haven, FL 33880Phone: (863) 875-5602 - Fax: (863) 508-6496www.BBDEngineering.comEngineering Services Providedby Kent M. Bice, P.E.54
NOTE:DRAWING NO.SHEET
OF AND NOTIFY DESIGNER OF ANY ERRORS OR OMISSIONS BEFORE STARTING CONSTRUCTION.WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THESE PLANS TO AVOID MISTAKES, THE DESIGNER CANNOT GUARANTEEAGAINST HUMAN ERROR. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO VERIFY DIMENSIONS AND OTHER DETAILS ON THE PLANSDESIGN FIRM, LLC&BBD ENGINEERINGE03061-20PREFABRICATED UTILITY STRUCTURE:Drafting Services Provided By:CAPE CORAL, FL 339091122 AMBER LAKE CT.VALKYRIE DRAFTING SERVICESDOOR OPTIONS
DOUBLE OR SINGLE
2 1/4" X 2 1/4"
TUBING OPTIONS:
29 GAUGE SKIN
1/2"
1/4" X 1 1/4" SDF
@ 12" O.C.
2 1/2"1 7/8"18 GA.CURTAIN
DOOR HEADER
SCALE: NTS
SECTION THROUGH ROLL UP
CURTAIN 24 GA. PBR WITH BAKED ON EPOXY
PRIMER & POLYESTER TOP COAT.
SWINGING DOOR
(SIZE VARIES, SEE PLAN)
A
NON-STRUCTURAL
HEADER
TS POST
INTERIOR SIDE EXTERIOR SIDE
@ 12 O.C.
1/4" X 3/4" SDF
A SECTION
SCALE: NTS
TS RAFTER
26 GA. METAL
ROOF PANEL
1-1/2" 18 GA. FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 1/4" X 3/4" SDF's
SPACED NOT MORE THAN 48" O.C.
ALTERNATE FOR VERTICAL ROOF PANELS
ROOF PANEL ATTACHMENT
SCALE: NTS
(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
150F125-43 Hat channel
3'-
0
"
S
h
e
e
t
26 GA. AG panel metal deck
PANEL DETAIL
SCALE: N.T.S.
5'-0" (t
y
p.)ClientLocationGA SOUTHERN STEEL BUILDINGS INC.2-1/2"x2-1/2"x14GA TS Double Ladder Post
2-1/4"x2-1/4"x14GA - 3" long Post
1/8
1/8
STIFFENER
TO POSTS
ALTERNATE FOR LARGE SINGLE POST
DOUBLE LADDER POST
SCALE: NTS
FASTENED TO POST PER
MANUFACTURER'S SPECS. IF
SHEATHING IS REQUIRED, MINIMUM
7/16'" OSB FASTENED TO POSTS AT 6"
O.C. (typ.)
POST PER PLAN
B-LAP SIDING INSTALLED PER MANUFACTURER'S SPECIFICATIONS
B-LAP PANEL DETAIL
SCALE: N.T.S.
PER
S
P
A
CI
N
G
LI
MI
T
S
Stiffener at 12" o.c. vertically (typ.)
Engineer: Kent Bice
FL License #: 50421
COA# 30468
02/01/21
AGAINST HUMAN ERROR. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO VERIFY DIMENSIONS AND OTHER DETAILS ON THE PLANSWHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THESE PLANS TO AVOID MISTAKES, THE DESIGNER CANNOT GUARANTEEAND NOTIFY DESIGNER OF ANY ERRORS OR OMISSIONS BEFORE STARTING CONSTRUCTION.OF
SHEETDRAWING NO.NOTE:5 5Engineering Services Providedby Kent M. Bice, P.E.1552 6th Street S.E. - Winter Haven, FL 33880Phone: (863) 875-5602 - Fax: (863) 508-6496www.BBDEngineering.comDESIGN FIRM, LLC&BBD ENGINEERINGSCHEMATIC DESIGN ELEMENTS FOR THIS PROJECT WERE PROVIDED TOBBD ENGINEERING & DESIGN FIRM, LLC & DRAFTING DESIGN SERVICE, INC.,BY: USA QUALITY STEEL STRUCTURES, LLC.16"
3.5"
1.5"
12"
NOTE:
WELL COMPACTED EARTH FILL 95% PROCTOR
6 MIL PLASTIC MEMBRANE
6 X 6 X #10 W.W. MESH REINF. OR
MONOLITHIC FOOTER (TYP.)
SCALE: NTS
1
MONOLITHIC CONC. FOOTING
(3000 PSI MIN.)
REINFORCED WITH 2 #5's
CONTINUOUS
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 AGAINST AND
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.
4" PAD
E03061-20PREFABRICATED UTILITY STRUCTURE:5of5
1
Drafting Services Provided By:CAPE CORAL, FL 339091122 AMBER LAKE CT.VALKYRIE DRAFTING SERVICESGA SOUTHERN STEEL BUILDINGS INC.Engineer: Kent Bice
FL License #: 50421
COA# 30468
02/01/21 ClientLocation50'-0" MAXIMUMVARIES4" 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