HomeMy WebLinkAboutSTRUCTURAL DESIGNM
DEC 2 1
arolina Carports,_ In 2017
STRUCTURAL DESIGN
FULLY OPEN (CARPORT) BUILDING
MAXIMUM 30'-0"' WIDE X 20'-0"' EAVE HEIGHT- BOX EAVE
FRAME AND BOW FRAME
10 November 2016
Revision-5
M&A Project No.15156S & 16135S
Prepared for:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Prepared by:
Moore and Associates Engineering and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841
MOORE AND ASSOCIATES
EN61NEERING ANO =NSUL.TING
BOX EAVE FRAME RAFTER STRUCTURE (Sheets 4A, 411, 4C, 4D, 4E, 4F, 6, 7, 9, AND 11)
TYPICAL SIDE ELEVATION -HORIZONTAL ROOF TYPICAL END ELEVATION -HORIZONTAL ROOF
SCALD NTS SCALE- NTS
BOW FRAME RAFTER STRUCTURE (Sheets 5A, 5B, 6, B, AND 10) .
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION/
SCALE• NTS SCALCf NTS
INSTALLATION NOTES AND SPECIFICATIONS
1 DESIGN IS FOR MAXIMUM 30' WIDE K 20' CAVE HEIGHT OPEN CARPORT STRUCTURES
2 DESIGN WAS DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE crap 5TH EDITION, 2012 NORTH CAROLINA BUILDING CODE,
2006 INTERNATIONAL BUILDING CODE CIBC), 2009 ADC 2012 IBC AND 2015 IBC
3. DESIGN LOADS ARE AS FOLLOWS,
A) DEAD' LOAD ■ 1.5 PSF
B) LIVE LOAD ■ 12 PSF
G GROUND SHOW LOAD + 30 PSF C(26% 35 PSF (26'< W 1 30')
(MAXIMUM 4S PSF FOR EXPOSURE B AND 55 PSF FOR EXPOSURE C AT 4'-0. OC SPACING)
4 LOW ULTIMATE WIND SPEED (LW) WS TO 140 MPH (NOMINAL WIND SPEED III TO 109 MPH) MAXIMUM RAFTER/POST AND ENO POST
SPACING = 50 FEET.
5 HIGH ULTIMATE WIND SPEED (MW) l4l TO 170 MPH cNDMINAL WIND SPEED 109 TO 132 MPH), MAXIMUM RAFTER/POST AND END POST
SPACING - 4.0 FEET.
6 LOW HAZARD RISK CATEGORY I CWIND)•
7- WIND EXPOSURE CATEGORY B OR C,
B SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY 1O 2 1/2' r 2 1/2' — 14 GAGE TUBE STEEL ITS)
FRAMING MEMBERS (UNLESS NOTED OTHERWISE)
9 AVERAGE FASTENER SPACING ON=CENTERS ALONG RAFTERS OR HAT CHANNELS. AND COLUMNS CINTERIOR OR END) = B' OC, (MAX.)
10 FASTENERS CONSIST OF K12-14%3/4' SELF -DRILLING FASTENER (SDF). USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS
SPECIFICAT113US APPLICABLE DN.Y FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND RDOF SLOPES OF 14' (3,12 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROT HEIGHTS AND/OR SLOPES MAY VARY.
11 AWuHDRS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES:
12, GROUND ANCHORS (SOIL NAILS) CONSIST OF M4 REBAR W/ VCLDED NUT ■ 3D' LONG IN SUITABLE SOIL CONDITIONS OPTIONAL ANCHORAGE
MAY BE USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS AS NOTED NOT ALLOWED FOR HIGH VINO APPLICATION
13 WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE^
SOIL SITE CLASS ■ D
RISK CATEGORY 1/II/I11
R= 3 25 Ir. 10
Sno 1522 V. CSW
5,lu 0.839
MOORE AND ASSOCIATES �cpcixco
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ENGINEERING AND CONSULTING, INC. aTa PDM 30MV FULLY OPENNC 27017 C IJ
AD M)f
DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET
SHEET
IA
PE SEAL COVER SHEET
SHEET
R
DRAWING INDEX
SHEET
3
INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS
SHEET
4A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTIONS
(BOX SAVE RAFTER)
SHEET
4B
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING CONNECTION DETAILS
(BOX EAVE RAFTER)
SHEET
4C
TYPICAL RAFTER/COLUMN END FRAMING SECTI❑NS
(BOX EAVE RAFTER) DOUBLE COLUMN LEG
SHEET
4D
TYPICAL RAFTER/COLUMN SIDE FRAMING DETAILS
(BOX EAVE RAFTER) DOUBLE COLUMN LEG
SHEET
4E -
TYPICAL RAFTER/COLUMN END FRAMING CONNECTION DETAILS
(BOX EAVE RAFTER) DOUBLE AND SINGLE COLUMN LEG EXPOSURE B
SHEET
4F
TYPICAL RAFTER/COLUMN END FRAMING CONNECTION DETAILS
(BOX EAVE RAFTER) DOUBLE AND SINGLE C❑LUMN LEG EXPOSURE C
SHEET
5A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTIONS DETAILS
(BDW RAFTER)
SHEET
513
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING CONNECTION DETAILS -
(BOW RAFTER)
SHEET
6
BASE RAIL ANCHORAGE OPTIONS
SHEET
7
BOX EAVE RAFTER GABLE END OPTION
SHEET
B
BOW RAFTER -GABLE END OPTION
SHEET
9
BOX EAVE RAFTER EXTRA SIDE PANEL OPTION
SHEET
10
BOW RAFTER EXTRA SIDE PANEL OPTION
SHEET
11
VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTIONS
SHEET
12
BASE RAIL ON GRADE APPLICATION
SHEET
13
OPTIONAL BASE RAIL ON TIMBER BEAM
SHEET
14
OPTIONAL BASE RAIL ON TIMBER BEAM WITH SOIL NAIL
SHEET
15
OPTIONAL CONCRETE STRIP F❑OTING
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
CAROLINA CARPORTS, INC,
1ri JIM IV CARDINAL RIDGETRAIL
DODSON. NC 27017
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SCALC NTS .
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
1B HEIGHTS 16'
SCALE NTS
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MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
WAVN Ere .RS 1 197 CARDINAL RIDGETRAIL
DOBSON, NC 27017
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SECURE WITH
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-
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MINIMUM 6' LONG. CONNECTOR SLEEVE
MINIMUM 14 SECURE COLUMN TO
�
/ SLEEVE WITH (4) 112-14.7/4' SOPS
TS (2) 2 1/2.2 1/2-14 GA.
I
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BOX EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
IA HEIGHTS I6'
SCALES NTS
SLEEK
BASE
2 POST/BASE RAIL CONNECTION DETAIL
SCALES NTS
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ENGINEERING AND CONSULTING, INC.
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SCALES N!S
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{'ASTCHE➢ TO THE COLUMN AND
2 1/2' R®i BEAN. WITH (4) p2-14.]/4'
SDF'S AT EACH CHO
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BRACE SECTION
SCALE- NTS
187 CARDINAL RII
DOBSON,NC
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BOX EAVE RAFTER COLUMN
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HEGHTS Ib'SCONNECT'l'
sCA� NTS
TS COLUMN
SLEEVE TO 3/16
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3/16
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MINIMUM 14 GM
SECURE WITH t4)
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o
TS LONTINWJS
BASE RAIL.
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2 POST/BASE
RAIL CONNECTION DETAIL
SCALE: NTS
MOORE AND 'ASSOCIATES
ENGINEERING AND CONSULTING, INC.
18 GA- U-CHANNEL
KNEE BRACE
FASTENED TO
RAFTER AND COLUMN
/ NINIKUM 6' LONG, CONNECTOR SLEEVE
MINIMUM 14 GA., SECURE COLUMN TO
SLEEVE WITH )4) 012-14.3/4' SDF'S
TS (2) 2 l/2.2 1/2-14 GA.
e 4-D' CC
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
I B HEIGHTS 20'
SCALE NTS
b
N
10 GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN AND
2 1/2' V ROOF NEAR WITH u) $12-14.3/4•
1 SDF'S AT EACH END
(0 PER PLACE)
BRACE SECTION
SCALE' NTS
DRAW III JRS 1 187 CARDINAL RIDGE TRAIL
DOBSON, NC 27017
CHECKED tm PON 30'X20' FULLY OPEN STRUCTURE
.i103 Ns 15tm
ISNT. 41F Irm ND SK-1 IQEV, 5
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far'f VtiN CONTROL SEAL VafKA
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i
I L W NATIAPI RATTER Spa" I 1 261 V 13tr PARKA NArTER IPM �
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TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE, NTS SCALE, NTS
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CONNECTION DETAIL FOR
8!�E-NTS
214
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SECURE WITH 14) 312-14a314•
•
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• is CONTINUOUS BASE RAIL.
(DLFTER COLUMN/BASE RAIL
NNECTION DETAIL
SCALE NTS
ROOT RArICR
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SCALC. NTS
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ENGINEERING AND CONSULTING, INC.
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CONNECTION DETAIL FOR
1B HEIGHTS i $'
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BASE RAIL ANCHORAGE OPTIONS FOR HIGH WIND SPEEDS
WWF OR FIBERGLASS VVF OR FIBERGLASS
FIBERS FIBERS
INSTALL 1/2'■5 V2' EXPANSION INSTALL 1/2'x3 1/2' EXPANSION
c ANCHOR THROUGH BASE .RAIL ANCHOR THROUGH RASE RAIL
WITHIN 6. OF EACH COLUMN, WITHIN 6. OF EACH
ryr �{,r I err COLUMN..
' I.]'
EMBEDMENT �1 • :!�
TP_��� I I
MONOLITHIC CONCRETE FOOTINf/ t 1 -� ! t I' i"F I,
(3000 PSI HIM) REINFORCED
WITH (2)-04's CONTINLOUS
CONCRETE MONOLITHIC SLAB
3A A AN H Rb
SCALEI NTS
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4•.
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A HINI14UH SPECIFIED COMPRESsIVE
STRENGTH OF 3.000 PSI AT 28 DAYS
COVER OVER REINFORCING STEEL=
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-3181
3. 1N FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE
EARTH OR WEATHER, AND 1 1/2' ELSEWHERE.
REINFORCING STEELS
THE TURNDOWN REINFORCING STEEL SHALL BE ASTH,A615 GRADE
60, THE SLAB REINFORCEMENT SHALL BE WELDED ARE FABRIC
MEETING ASTM ASKS OR FIBERGLASS FIBER REINFORCEMENT.
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED/
I REINFORCEMENT IS BENT COLD
2 THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE 13F THE
W. IS NOT LESS THAN SIX -BAR DIAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE `FIELD BENT.
HELIX ANCHOR NOTES,
1 FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE. PRELOADED SILTS AND CLAYS. USE
MINIMUM C2) 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
SO' EMBEDMENT.
3 FOR MEDIUM DENSE COARSE SANDS. SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH 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 LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS. ALLUVIAL,FILL, USE MINIMUM (2) S' HELICES
WITH MINIMUM 60' EMBEDMENT.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
r
II- =1Il=Ill==1�, =ii
MINIMUM 2 I/2' 1'
EMBEDMENT —1 •
(TV
�MON0.)THIC,CONCRETE FOOTING _i : I
(3003 PSI MIN) REINFORCED
WITH (2)-114•s CONTIMOUS 5/li'
CONCRETE SLAB BASE
3B RA N H RA
SCALE NTs
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4•,
GRILL 5/8' DIAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
'3/2' DIAMETER THROUGH BOLT
2' WASHERS
TOP OF ASPHALT TOP OF ASPHALT
PAVEMENT OR PAVEMENT OR
GROUND SURFACE C GROUND SURFACE
TS CONTINUOUS --J
BASE RAIL
DOUBLE HELIX
EYE ANCHOR
(SEE NOTES BELOW) oo
3C GROUND BASE HELIX ANCHORAGE
SCALE+'N75 (CAN BE USED FOR ASPHALT)
IA CARPORTS. INC.
INAL RIDGETRAIL
SON. NC 27017
LYLY OP�STR�
1617
ND SK-t imvl 5
BOX EAVE RAFTER GABLE END OPTION
TYPICAL BOX EAVE RAFTER
GABLE END ELEVATION
SCALE, NTS
is m rave
TYPICAL BOX EAVE RAFTER
GABLE END FRAMING SECTION
SCALE, NTS
is C/c"
J/li ■ \ IS CAKC RAIL
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BOX SAVE RAFTER GABLE RAIL TO
4 RAFTER COLUMN CONNECTION DETAIL
SCALE NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
IWAvw IT& JRS 1 197 CARDINAL RIDGE TRAIL
DOBSON. NC 27017
QECEED or. Pat 39M' W FULLY OPEN STRUCIiiRE
JO! to Islets
BOW RAFTER GABLE END OPTION
TYPICAL BOW RAFTER
GABLE END ELEVATION
SCALE, NTS
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TYPICAL BOW RAFTER GABLE
END FRAMING SECTION
SCALE- NTS
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IS A[CK. SECU11C WJ NOUN
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4 RAFTER/COLUMN CONNECTION DETAIL
SCALE' NTS
MOORE AND ASSOCIATES ow► m "s .1n 187 CMWINAL W10
ENGINEERING AND CONSULTING, INC. o n� Pmw °°HSONvoar;
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U IT�1 aw AM► r j$cmmVm whit
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