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STRUCTURAL DESIGN
ENCLOSED BUILDING
EXPOSURE 1PB B
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MAXIMUM 30'-0" WIDE X 20'-D" EAVE HEIGHT- BOX SAVE
FRAME AND BOW FRAME
29 July 20211
Revision 6
M&A Project No. 16022S/17300S/20352S
Prepared for:
Tubular Building Systems, LLC
631 SE Industrial Circle
Lake City, Florida 32025
Prepared by -
Moore and Associates Engineering and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841
401 S. Main Street, Suite 200
Mount Airy, NC 27030
MOORE AND ASSOCIATES
ENGINEEFFING ANC CO NSI.LLTING
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ENGINEERING AND CONSULTING, INC. CHECCIEEB BY, PDH 30'-0"x20'PE ENCLOSED BUILDING EXP. B
PE SEAL COVER SHEET
TlQS Da11ETIi LS THE PFMPERTY OF NXME AND ASSDCiA7ES O AND PROJECT NGRt WSN JOB 16b 16022S/
CMCLUM T►E IBUU MMM REPR1mUCTla, COPYBG, DR QTIEAVISE l7SE iF TD 7-29-21 SCALE, NTS 17300S/2M52S
7= nXM ENT IS STFaMy PR Hmrnm AND ANY B'FRIIJ�A7ENT TFF7tEIptH MAY
BE SUBJECT M LEGAL ACT= CLD=NTi TBS 1 NOt SK-3 .- 6
DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET
SHEET
Z
DRAWING INDEX
SHEET
3
INSTALLATI❑N NOTES AND SPECIFICATIONS
SHEET
4
TYPICAL SIDE AND END ELEVATI❑NS
SHEET
5
TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOX
EAVE RAFTER)
SHEET
5A
TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOX
EAVE RAFTER)
SHEET
5B
TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOX
EAVE RAFTER)
SHEET
6
TYPICAL RAFTER COLUMN CONNECTION DETAILS (LACED COLUMN)
SHEET
6A
TYPICAL RAFTER COLUMN CONNECTION DETAILS (DOUBLE COLUMN)
SHEET
613
TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN)
SHEET
7
TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOW
RAFTER)
SHEET
7A
TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECTIONS (BOW
RAFTER)
SHEET
B
TYPICAL RAFTER COLUMN CONNECTION DETAILS QOUBLE COLUMN)
SHEET
BA
TYPICAL RAFTER COLUMN CONNECTION DETAILS (SINGLE COLUMN)
SHEET
9
BASE RAIL ANCHORAGE ❑PTIONS FOR LOW AND HIGH WIND SPEED
SHEET
9A
OPTIONAL FOUNDATION ANCHORAGE FOR LOW AND HIGH WIND SPEED
SHEET
93
BASE RAIL ANCHORAGE OPTION
SHEET
9C
BASE RAIL ANCHORAGE OPTIONS
SHEET
10
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SHEET
11
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SHEET
121
CONNECTION DETAILS
SHEET
13
CONNECTION DETAILS
SHEET
14
BOX EAVE RAFTER LEAN—TO ❑PTIONS
SHEET
14A
BOX EAVE_ RAFTER LEAN—TO OPTIONS
SHEET
15
BOW RAFTER LT —AN —TO OPTIONS
S�BYNED
SHEET
16
VERTICAL ROOF/SIDING OPTION
SHEET
17
HEATAIL ST LUCRE
SHEET
1B
FLOAL OD VENT
COUNry
SHEET
19
STAND—ALONE STEM WALL DETAIL
SHEET
20
VERTIC,AL SLIDING WIND❑W DETAIL
JAN 1 1 2022
SHEET
?1
STRIP FOOTING OPTION
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
DDC WNT = THE PROPERTY W NOORE A!m ASSDC nM OM103 �iG Alm
LTDIG THE UMtlOQt�p REPRQTIIETD71, COPYO�G, DR QiHERVME USE OF
DOCUMENT Ci STRD;TLY PROHM TED AND ANY MUNGENENT THEREUPON MAY
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STATE OF ®•40
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HMAMN HT, JG 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED We PDH 30'-0"x20'-0" ENCLOSED BUILDING EXP. B
I I JOB NDA 160223/
2 IDWG. NE+ SK-3 IREW 6
INSTALLATION NOTES AND SPECIFICATIONS
1. DESIGN IS FOR A MAXIMUM 30-0' WIDE x 20'-0' EAVE HEIGHT ENCLOSED STRUCTURES.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE (FBC) 7TH EDITION, 2012 INTERNATIONAL BUILDING CODE (IBC),
2015 IBC, AND 2018 IBC.
3. DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 10 PSF
4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 5.0 FEET
5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 4.0 FEET.
6. END WALL COLUMNS (POSTS) AND SIDE WALL COLUMNS ARE EQUIVALENT IN SIZE AND SPACING (UNLESS NOTED OTHERWISE).
7. RISK CATEGORY I.
8. WIND EXPOSURE CATEGORY B.
9. SPECIFICATIONS .APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' - 14 GAUGE TUBE STEEL (TS) FRAMING
MEMBERS. FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE HAT CHANNELS (UNLESS OTHERWISE NOTED).
10. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9' OR END = 6', (MAX.)
11. FASTENERS CONSIST OF #12-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIONS .APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3:12 PITCH) ❑R LESS
SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. ROOF SLOPES LESS THAN 3:12 REQUIRE USE OF JOINT SEALANT
12. STANDARD ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH COLUMN.
13. STANDARD GROUND ANCHORS 'SOIL NAILS) CONSIST OF #4 REBAR W/WELDED NUT x 30' LONG IN SUITABLE SOIL CONDITIONS MAY BE
USED FOR LOW ( < 108 MPH NOMINAL) WIND SPEEDS ONLY. ❑PTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USED
IN UNSUITABLE SOILS AS NOTED. COORDINATE WITH LOCAL CODES/ORDINANCES REGARDING MINIMUM LENGTH FOR FROST
DEPTH PROTECTION.
14 WIND FORCES GOVERN OVER SEISMIC FORCES, SEISMIC PARAMETERS ANALYZED ARE:
SOIL SITE CLASS = D
RISK CATEGORY I
R= 3.25 L-= 1.0
SDs= 1.522 D V= CSW
SDI= 0.839 D
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
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1 MAY
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LAKE CITY, FLORIDA 32025
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JDB N0 16022S/
3 JDVG. Na SK-3 PEV., 6
17 BOX SAVE FRAME RAFTER ENCLOSED BUILDING
ROLL -UP DOOR
(AS APPLICABLE) PERSONNEL DOOR
DESIGN PRESSURE (AS APPLICABLE)
LOW = (18.5 PSF, -20.9 PSF) DESIGN PRESSURE
HIGH = (27.6 PSF, -31.2 PSF) LOW = (18.2 PSF, -19.8 PSF)
HIGH = (27.2 PSF, -29.7 PSF)
l2
�3
6'
(TYP.)
- FLASHING
IMAXIMUM RAFTER SPAN (V)
TYPICAL END ELEVATION
SCALE: NTS
BOW FRAME RAFTER
ENCLOSED BUILDING
ROLL -UP DOOR
(AS 4?PLICABLE)
PERSONNEL DOOR
DESIGN PRESSURE
(AS APPLICABLE)
LOW = 11B.5 PSF, -23.9 PSF)
DESIGN PRESSURE
HIGH = 27.5 ?SF, -31.2 PSF)
LOW = (18.2 PSF, -19.8 ?SF')
HIGH = (27.2 PSF, -29.7 PSF )
12
Q3
)
MAXIMUM RAFTER SPAN (W)
TYPICAL END ELEVATION
SAL NTS
F
WINDOW CAS APPLICABLE)
DESIGN ?RESSURE
LOW = (19.1 ?SF, -20.7 PSF)
HIGH = (28.5 'Sr, -31.0 PSF)
LENGTH VARIES DEPENDING ON NUMBER AND
SPACING OF RAFTERS
TYPICAL SIDE ELEVATION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
7= MDCMW 13 7W PROPERTY IF NM E AND ASSOCMM EMMEMM ING Na
CRISILTIWti iFE IJliMlifQt�D REPR®UC7�1, COPT01G, Ot QiIERVISE USE IF
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WINDOW (AS APPLICABLE)
DESIGN PRESSURE
LOW (19.1 PSF, -20.7 PSF)
HIGH = (28.6 PSF, -31.0 PSF)
LENGTH VARIES DEPENDING ON NUMBER AND
TYPICAL SIDE ELEVATION
SCALE: NTS
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No 57170
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CHECKED BY, PDH 30'-0"x20'-0" ENCLOSED BUILDING EXP. B
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29 GA. GALVANIZED METAL ROOF AND WALL
PANELS FASTENED TO RAFTERS AND POSTS
Il
IS ROOF RAFTER 13
12
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n
IS LACED COLUMN
(TYP)
29 GA. GALVANIZED METAL ROOF AND WALL
TS ROOF RAFTER PANELS FASTENED TO RAFTERS AND POSTS
12
24' IS GA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
U12-14x3/4' SDF'S AT
EACH END (9 PER BRACE)
IS LACED COLUMN
(TYP.)
6 IS BASE RAIL 6 TS BASE RAIL
<TYP.) (TYP.)
1'-0' (TYP.) 1'-0' CTYP.)
24'-0' ( W ( 30-0' MAXIMUM RAFTER SPAN W ( 24'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTI❑N
SCALE NTS SCALE: NTS
sEE l) T-S
SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTI❑N
NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
JAN 1 1 2022
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STATE OF <v:
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TUBULAR BUILDING SYSTEMS
By, JG 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
D BY, PIN 30'-0"x20'-0" ENCLOSED BUILDING E3M. B
.1�8 NI, 16022S/
r Nab vsN TE, 7-2s-21 SCALE, NTS JOB NM 16OW
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29 GA. GALVANIZED METAL ROOF AND WALI
PANELS FASTENED TO RAFTERS AND POSTS
TS ROOF RAFTER
IS COLLAR
TS DOUBLE COLUMN
(TYP.)
12
Q3
29 GA. GALVANIZED METAL ROOF AND W�
IS ROOF RAFTER PANELS FASTENED TO RAFTERS AND POS
12
Q3
24' lB GA. U-CHANNEL
BRACE FASTENED TO
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N12-14x3/4' SDF'S AT
EACH END (B PER BRACE)
TS DOUBLE COLUMN
(TYP.)
6A (T IS BASE RA[L 6A
(TYP.) IS BASE RAIL
PJ -JI.
24'-0' ( W K. 30'-0' MAXIMUM RAFTER SPAN V S 24'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE+ NTS SCALD NTS
SEE NOTES
'SHEET 3) TS ;RAFTER/COLUMN
FUR MAXIMUM ASSEMBLY
SPACING
LENGTH VARIES BE?ENDING ON NUMBER AND
SPACING OF RA-TERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC
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JAN 1 1 2022
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29 GA. GALVANIZED METAL ROOF AND WAI
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TS ROOF RAFTER 13
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12'-0' Q3
12
TS COLLAR TIE -
29 GA. GALVANIZED METAL ROOF AND VALI
PANELS FASTENED TO RAFTERS AND POSTS
TS ROOF RAFTER
12
Q 3
24' IS GA. U-CHANNEL
BRACE FASTENED TO
RAFTER VITH (4)
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EACH END (B PER BRACE)
TS COLUMN IS COLUMN 2 p x
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TYPICAL RAFTER/COLUMN END FRAME SECTI❑N TYPICAL RAFTER/COLUMN END FRAME SECTI❑N
SCALE: NTS
SEE NOTES
LENGTH VARIES DEPENDING DN NUMBER AND
SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTI❑N
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
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�ISULTDMG THE Il1AUitQi�D RFPR®IA:T�1, COPYOE. OR Qi1ERVISE USE OF
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TUBULAR BUILDING SYSTEMS
631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB N01 1602M
7-29-M SCALD NTS 17300S/20352S
5B M SK-3 imv., 6
TS LACED
COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
1 F❑R HEIGHTS W-0' < T❑ < 20'-0'
SCALE: NTS
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BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
18 GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND RAFTER
SLEEVE TO
BASE RAIL
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CONNECTION DETAIL
SCALE NTS
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CONNECTOR 3/]6
SLEEVE 12
TO RAFTER 3/]6
(T YP.) 3
i
6'
QS•
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MINIMUM 6LONG, '
MINIMUM 15 GA.,
CONNECTOR SLEEVE.
SECURE WITH (4) /
»12-14x3/4• SDF'S
—18 GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND RAFTER
3-1L 11 1 1 1 `TS DOUBLE COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
1 Fr HEIGHTS 13'-0' < TO
SCALE: NTS
NOTE: COLUMN HEIGHTS 12'-3' < TO < IS-0— FOR HIGH WIND.
::::I
l8 -.A. U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND ROOF RAFTER, WITH (4)
412-14x3/4" SDF'S AT EACH
END (8 PER BRACE)
9--
)
BRACE SECTI❑N
SALE: NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
3-12 TS DOUBLE COLUMN
3-12 MINIMUM 6• LONG,
CONNECTOR SLEEVE
MINIMUM 15 GA.,
CONNECTOR 3/16 SECURE WITH (4)
SLEEVE TO M12-14x3/4' SDF'S
BASE RAIL 3/16 4
IS CONTINUOUS
BASE RAIL
I -I 11=+11' in 11 11
:111-111-111-111=
RAFTER C❑LUMN/BASE RAIL
2 C❑NNECTI❑N DETAIL
SCALE: NTS
JAN l 1 2027-
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DRAWN BYI JG 631 SE INDUSTRIAL CIRCLE
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_ JDB NO 160225/
IR OF
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6'
MINIMUM 6' LONG.
MINIMUM 15 GA..
CONNECTOR SLEEVE.
SECURE WITH (4)
412-14x3/4' SDF'S ,
SECURE WITH—
(4) #12-14x3/4'
SDFI (EACH END)
TS ROOF RAFTER
12
18 GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
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iS COLUMN
`TS ? l/4'x2 l/4'-l4 GA
2E[NFORC[NG. SECURE WITH
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C7LUMN INSERT
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lA FDR HEIGHTS 10'-0' < T❑ <
SCALE NTS
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TS ROOF
12
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SDF'S (EACH END)
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FASTENED TO THE COLUMN
AND RAFTER
BOX EAVE RAFTER COLUMN
C❑NNECTI❑N DETAIL
1B F❑R HEIGHTS S 10'-0'
SCALE NTS
m
;u
18 GA. U-CHANNEL BRACE
gSTENE2 TO THE C7LUMN
AND ROOF-A=TEZ, WITH (4)
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SCALE: NTS
JAN 1 1 2022
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30'-0"x20'-0" ENCLOSED BUILDING EXP. B
NQ 1 1b022S/
EI 7-29-21 SCALES NTS 1730.1®40222E
. 6B wr- M SK-3 �V, 6
29 GA. GALVANIZED METAL ROOF AND WALI
PANELS FASTENED TO RAFTERS AND POSTS
11
TS ROOF RAFTER 13
12
Q 3
12
IS COLLAR TIE 13 r.
x
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x
TS DOUBLE COLUMN
(TYP)
29 GA. GALVANIZED METAL RDOF AND WALL
IS ROOF RAFTER PANELS FASTENED TO RAFTERS AND POSTS
12
Q3
24' IS GA. U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (4)
-12-14x3/4' SDF'S AT
EACH END (B PER BRACE)
TS DOUBLE COLUMN
(TYP )
B TS BASE RAIL I� 8 IS BASE RAIL
(TYP, f (TYP.)
24-0' C V ( 30-0' MAXIMUM RAFTER SPAN W ( 24-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTI❑N TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE NTS SCALE: NTS
sEE NDrs
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCAL NTS
MOORS AND ASSOCIATES
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No 57170
oO° STATE OF : Qj e
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631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JOB NO 16022S/
El 7-29-21 SCALD NTS 1730CS/20352S
. 7 NOS SK-3 REV, 6
29 GA. GALVANIZED METAL ROOF AND WALL
PANELS FASTENED TO RAFTERS AND POSTS
TS ROOF
TS COLLAR
TS COLUMN
(TYP )
12
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TS ROOF RAFTER
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29 GA. GALVANIZED METAL ROOF AND W
PANELS FASTENED TO RAFTERS AND POS
12
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BRACE FASTENED TO
RAFTER WITH (4)
k12-14x3/4' SDF'S AT
EACH END (8 PER BRACE)
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TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTI❑N
SCALE: NTS SCALE: NTS
N II _
sEE NOTES
I SPACING Z37 RATERS J
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SZALE NTS
MOORE AND ASSOCIATES
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LAKE CITY, FLORIDA 32025
PDH 30'-0"x2O'-O" ENCLOSED BUILDING EXP. B
JOB NO 16022S/
VSM DATEI 7-29-21 SCALES NTS 173ODS/20352S
7A DVM NO) SK-3 REVa 6
SECURE WITH
C4) #12-14x3/4'
SDF'S (EACH END)
TS BOW RAFTER
12
3�NO SCREWS
REQUIRED IN
BOW END
9.
R,yO
O
4g. 3-12 TS DOUBLE COLUMN
3-12
n �° °1 CONNECTOR SLEEVE
° MINIMUM 15 GA.,
3/16 SECURE: WITH '4)
18 GA. U-CHANNEL BRACE SLEEVE CONNECTOR
#12-14x3/4' SDF'S
FASTENED TO THE COLUMN BASE RAIL 3/16
AND RAFTER r �r�
MINIMUM 6' LONG,
MINIMUM 15 GA.,
CONNECTOR SLEEVE. I �i
SECURE WITH (4) I TS CONTINUOUS
#S 12-14x3/4' S➢F'BASE RAIL
3-12/11111 `—TS DOUBLE
COLUMN
3-12
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
1 F❑R HEIGHTS 13'-0' < To
< 16'-0'
s ALE: NTs
NOTE: COLUMN HEIGHTS 12'-0' < TO < 16' 0' FOR HIGH WIND.
:u
E418 GA. U-CH.ANNEL BRACE
FASTENED TO THER, COLUMN
AND ROOF RAFTEWITH (47
#12-14x3/4' SDF'S AT EACH
2 1/2' END (9 PER BRACE)
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
-I 11=1 11=1 11=1 11=
RAFTER COLUMN/BASE RAIL
2 C❑NNECTI❑N DETAIL
SCALE: NTS
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JAN 1 1 2022
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STATE OF (U
%*®dam®�c��,'�< O Rlittle 1110,00
UMVN HYR JG 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED BY, PDH 30'-0"x2O'-O" ENCLOSED BUILDING EXP. B
--- •_-- --- _ ._--I I JOB NO 16022S/
B WG. Na, SK-3 (REW 6
SECURE WITH TS BOW RAFTER
(4) #12-14x3/4' l2
SDF'S (EACH END)
3-------
i
TS BOW RAFTER NO SCREWS
REOUIRED IN
12 '/ BOW END
3
NO SCREWS
REUU(RED IN
BOV END SECURE WITH
4g. (4) 412-14x3/4'
p SDF'S (EACH END)
N
6 1 IS GA. U-CHANNEL BRACE
FASTENED TO THE COLUMN
Fk13. a m ! e! AND RAFTER
L
I ,I
I °1 MINIMUM 6' LONG,
L MINIMUM 15 GA.,
IS GA. U-CHANNEL BRACE CONNECTOR SLEEVE.
FASTENED TO THE COLUMN SECURE WITH (4) TS COLUMN
AND RAFTER H12-14x3/4- SDF'S
MINIMUM 6' LONG, MINIMUM 15 GA.,
CONNECTOR SLEEVE, SECURE BOW
RAFTER AND COLUMN TO SLEEVE
l WITH (4) M112-14x3/4' SDF'S B❑X EAVE RAFTER COLUMN
CONNECTION DETAIL
TS COLUMN iB)_�REIGHTS0'-0'TS
TS 2 l/4-x2 1/4-14 :34.
REINFORCING. SECURE WITH
n12-14x3/4' SDF'S 2 B' O.L.
MAX. 3.1 11311 SIDES 3F
COLUMN
IS 2 1/4'x2 1/4-14 34. 91END
8 G4. U-CHANNEL BRAG_COLUMN INSERT 'AST-NED TO THE COLUMN
AND 277E R4FTE2, WITH C4)N12-14x3/4- SD;'S AT =4CH (8 PER BRACE,
BRACE SECTI❑N
BOX EAVE RAFTER COLUMN SCALE: NTS
C❑NNECTI❑N DETAIL
lA FpR HEIGHTS 10'-0T❑ 13'-0'ALE NTS7TE MAXIMUM SI]LUMN HEIGHT IS 12-0' FDR HIGH WIND. `
! 1 i--rS COLUMN
CONNECTOR MINIMUM 6' L7NG,
3/16 CONNECTOR SLEEVE
SLEEVE TO �� MWIMUM 15 3A.,
BAS= 24IL 3/l6 SECURE WITH ,4)
k12-14x3/4• SBF'S
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BASE RAIL
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MOORE AND ASSOCIATES
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JAN 1 1 2Qa2
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STATE OF .•C
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IWAVN HT, J5 1 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED BY, PDH 30'-0"x2O'-0" ENCLOSED BUILDING EXP. B
- - - - JOB to l6wm 3/
. SA Ma Na, SK-3 iREVJ 6
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED
INSTALL 1/2'x6 3/4' EXPANSION
VWF OR FIBERGLASS ANCHOR THROUGH BASE RAIL
FIBERS WITHIN 6' OF EACH COLUMN.
(ALSO APPLICABLE TO END WALLS)
VARIES
w
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a ° GRADE
_ A A ° d
-11 1 I I I=I I II_ I I E
17 —_1 "
MINIMUM 3 1/4' I Q
EMBEDMENT '� I A• I I I E
(TYP.)
MONOLITHIC CONCRETE
FOOTING (3000 PSI MIN.)( -
REINFORCED WJTH (2)-k4'5
CONTINUOUS 1•-p•
C❑NCRETE M❑N❑LITHIC SLAB
3A BASE RAIL ANCH❑RAGE
SCALE: NTS
MINIMUM .ANCHOR EDGE DISTANCE IS 4'
( COORDINATE WITH LOCAL CODES/ORD.
REGARDING MINIMUM FROST DEPTH RED.
GENERAL NOTES
NOTE CONCRETE MONOLITHIC SLAB DESIGN ON MINIMUM SOIL
BEARING CAPACITY OF 1,503 PSF.
CONCRETE,
CONCRETE SHALL HAVE 4 MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,300 PSI AT 28 DAYS.
COVER OVER REINF❑RCING STEEL,
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-318:
3 INCHES IN 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 INCHES ELSEWHERE,
REINF❑RCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM .4185 DR FIBERGLASS FIBER REINFORCEMENT.
REINF❑RCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PR❑VIDED,
1. REINFORCEMENT IS BENT COLD.
2 THE DIAMETER 0= THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS
3. RE N-DRCEMENT PARTIALLY EMBEDDED IN C3NCRETE SHALL NOT
BE MELD BENT
HELIX ANCHOR NOTES,
I F3R VERY DENSE .AND/OR CEMENTED SANDS, C74RSE GRAVEL
AND COBBLES, GAUCHE, PRE DADED SILTS AND CLAYS USE MINIMUM
:2) 4' HEL[ ES WITH MINIMUM 33 INCHEMBEDMENT
2 FGR CORAL USE MINIMUM '2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3. =3R MEDIUM DENSE -:]ARSE SANDS, SANDY 5RAVELS. VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT.
4 FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50
INCH EMBEDMENT
5. FAR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60 INCH EMBEDMENT,
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MS MMMff IS ME PM-EM OF M W NO ASS0=7n EMG a_Mjlfi ATm
M=Ln i THE tl"DM= R04MMCTDK M"ri. OR UrHMWM UZ W
MS >lGC ma m STRICTLY PRI>im rm mm IWf aFR01l11 m TFam m MAY
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2' WASHERS
TOP OF ASPHALT
PAVEMENT OR
GROUND SURFACE F—(
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TS CONTINUOUS liL
BASE RAIL Al
HELIX EYE ANCHOR
(SEE NOTES BELOW)
DRILL 5/8' DIAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
1/2' ➢IAME TER THROUGH BOLT
(3B )_GROUND BASE HELIX ANCH❑RAGE
NTS
:CAN BE USED FOR ASPHALT)
COORDINATE WITH LOCAL CODES/ORD.
REGARDING MINIMUM FROST DEPTH REQ,
ST4 0c/F
JAN 1 1 2022
P a VV �,VY o
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* ; No 57170
•
6-0®: STATE '
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Jlc� AI
.00 R I'188��♦
11111
DRAWN ST1 JG 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED BY, PDH 30'-0"x2O'-O" ENCLOSED BUILDING EXP. B
I JOH NO 1602PS/
9 IDW& NQ1 SK-3 (REV., 6
OPTIONAL FOUNDATION ANCHORAGE FOR LOW AND HIGH WIND SPEED
INSTALL 1/2'0 ANCHOR
ROD THROUGH BASE RAIL
WWF OR FIBERGLASS WITHIN 6' OF EACH
FIBERS POST (SEE DETAIL 'E')
(TYP,)
1 1 1/2,
V
a o GRADE
III —
a _
d _
MINIMUM 6'I
EMBEDMENT
(TYP.) a
MONOLITHIC CONCRETE
FOOTING (3000 PSI MIN.)
REINFORCED WITH (2)-44'5
CONTINUOUS 1•-p•
CONCRETE M❑N❑LITHIC SLAB
3C BASE RAIL ANCHO
RAGE
SCALE: NTS
MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2'
COORDINATE WITH LOCAL CODES/ORD.
REGARDING MINIMUM FROST DEPTH RED,
GENERAL NOTES
NOTE: CONCRETE MONOLITHIC SLAB DESIGN ON MINIMUM SOIL
BEARING CAPACITY OF 1,500 PSF.
CONCRETE,
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENSTH OF 3,300 PSI AT 28 DAYS.
COVER OVER REINF❑RCING STEEL,
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-318:
3 INCHES IN 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 INCHES ELSEWHERE.
REINF❑RCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM .A615 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIBER REINFDRCEMENT.
REINF❑RCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PR❑VIDED,
1 REINFDRCEMENT IS BENT COLD.
2. THE DIAMETER OF THE BEND. MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS..
3. R_INF7RCEM_NT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
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THREADED
ROD
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ANCH❑R R❑D THR❑UGH BASE
3D RAIL DETAIL
SCALE: NTS
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JAN 1 1 2022
eo®it#
yf No 57170
OT••.STATE p� • ��
'��:
'*;If N-A 4SO °°°v
DRAWN BYI JG 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED BY, PDH 30'-0"x2O'-O" ENCLOSED BUILDING EXP. B
_---_--I liaB N6 1602PS/
LIME
Alm
9A PM 10 SK-3 IREW 6
BASE RAIL ANCHORAGE OPTION
DRILL 5/B' DIAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
1 1/2' WASHERS 1/2' DIAMETER THROUGH BOLT
2 1/2'x2 1/2'x2 1/2'xl/4'
ANGLE
TOP OF ASPHALT
OR
r GROUNDISURFACE
TS CONTIN
BASE RAIL
3/40 x 30' :MIN.) LONG A529 GRADE 50
2'x3/4'xl/B' A36 BARBS
:MIN. 4)
ASPHALT BASE ANCHORAGE (HP 9 BARBED DRIVE ANCHOR)
S -.ALL: iV I S
:CAN BE USED FOR ASPHALT)
x COORDINATE WITH LOCAL CODES/ORD.
REGARDING MINIMUM FROST DEPTH RED.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
JAN 1 12022
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No 57170 L
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STATE OF ft
oioo®ZArLo0',e®s
UKAVN SYN JU 1 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED BY, PDH 30'-0"x2O'-O" ENCLOSED BUILDING EXP- B
I I JOB NO 16022S/
Bmm =Muff 1s snmcnY R�ITm � 7wr riFRnm�ir nQ�PW lay
HE SULE1CT M � � CLO]NTi TBS kHT. 9H W& NOi SK-3
6
BASE RAIL ANCHORAGE OPTIONS
4'
EDGE OF
CONCRETE 1/2'0 EXPANSION
ANCHOR
i I I
I I
TS 2 1/4x2 1/4-14 GA. q
I OR TS 2 1/2x2 1/2-14 GA.
ix
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SK-9 I I CONCRETE
X I I
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SECTION 1
TYP SCALE, NTS K-9�
3/16 I
I I TS COL'UMN
(LEG)
TYPICAL ANCHOR DETAIL WHEN BASE
RAIL IS NEAR EDGE OF CONCRETE
SCALE: NTS
SCB yNED
ST
C Uc/F COUN
ly
JAN 1 1 2022
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MOORE AND ASSOCIATES DRAWN BYj JG 631 SE INDUSTRIAL CIRCLE
32025
ENGINEERING AND CONSULTING, INC. cHEcKED BY, PIN 30'-o°X 0 OK ENCLOSED BUCITY,DILDING EXP. B
7M DOCUOIr M THE PROPERTY OF M W NO ASSMIA7 S ENGOEERDIG M M JOB W, 16022S/
CMinLTM THE lIiINJ H== R0nWR CnM COPYM 0R an*RVM = IF PROJECT HM WSM TES 7-29-21 SCALE, NTS 173=/2=2S
TF4S EGC11Eif� is STRDM PRE M AM ANY WRDIMOU TIEWFM MAY
HE SUB ECT TO LEGAL ACTU CLMENT. TES ISHT, 9C hmaNrh W-3 LEV.. 6
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
fFF NnTVI
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTI❑N
SCALE: NTS
SEE NOTES
CSHEET 3) BOX EAVE RAFTER/COLUMN
FOR MAXIMUM T4SS_MBLY
JIE
7l-
l2 OPENWG FOR
ERSONNEL DOOR
WITH HEADER
14 12 I9
13 l3
TYPICAL BOX EAVE RAFTER SIDE
WALL ❑PENINGS FRAMING SECTI❑N
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
nm LOc!!!E
CMC=7m
Tm Doc=
DE SuLwT
IG mm
USE IF
Im MY
SEE NOTES
TYPICAL BOX EAVE RAFTER END
WALL ❑PENINGS FRAMING SECTI❑N
SCALE NTS
OPENING FOR WINDOW
WITH r1E4DER AND
WINDOW RAIL :ALSO
APPLICABLE TO END
WALLS)
OOR
JAN 1 1 2022
f '• M "'®.
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t No 57170
0. STATE•:40�
• AN
;p'p LlE
le®oll®es
TUBULAR BUILDING SYSTEMS
JG 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
h PDH 30'-0"x20'-0" ENCLOSED BUILDING EXP. B
---I I JOB N31 1602P3/
10 IMM NO SK-3 KVa 6
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE NTS
SEE NOTES
:SHEcT 3) BOX SAVE RAFTER/COLUMN
FOR MAXIMUM ASSEMBLY
SEE NOTES
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE: NTS
ON
I'
i
9
12
7 �
1?
OPENING FOR t2 L
ROLL -UP
IOR WITH HEADER
(SEE SHEET 16) OPENING FOR OPENING FDR WINDOW
PERSONNEL DOOR WITH HEADER AND
WITH HEADER WINDOW RAIL ALSO
11 APPLICABLE TO END
`3 14 12 LIZALLS)W
TYPICAL BOX EAVE RAFTER SIDE S
ST
c
WALL OPENINGS FRAMING SECTION C/� Y
SCALE. NTS
JAN 1 1 2022
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'OJYAo
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
BRAWN BY'
1000LPLM L5UILIJ11N17 6 Y J I t:MJ
631 SE INDUSTRIAL CIRCLE
CITY, FLORIDA 32025
30'-o"x 0 OK ENCLOSED BUILDING EXP. B
cHEc= BY. PBH
PROJECT WiRI WSM
TEI 7-29-21
SCALEI NTS
JOB NOI 160M/
173=/20352S
THIS MOM" T s THE PIMERTY IF NZWE NM ASSOMATES ENMNEMM Alm
CONSILTMM THE UMNJTHWJM RFPRODUC7M COPYM OR G11ERW= USE OF
TM DOMM T 1s ST EM PROHOW EB JVM ANY B*FRR1t GW THERaFM MAY
BE SUBJECT M LEGAI. ACTB7L
CLIENTI TBS
RiT. U
WCs m SIC-3 6
CONNECTION DETAILS
TS RAFTER
TS COLUMN (CORNER)
TS COLUMN
MINIMUM 6' LONG, MINIMUM
OR END COLUMN
15 GA., TS CONNECTOR
2'x2'x2' 16 GA. ANGLE
SLEEVE. SECURE WITH
CLIP SECURE TO COLUMN
(4) #12-14x3/4' SDF'S
AND EITHER TOP OF
CONNECTOR
2'x2'x2' 16 GA. CLIP ANGLE
HEADER, OR BOTTOM OF
WINDOW RAIL WITH
2'x2'x2. 16 GA. ANGLE
CLIP SECURE TO COLUMN
3/16
SLEEVE TO
l-I SECURE TO RAFTER COLUMN
I I AND BASE RAIL V/(4)
#12-14 x3/4' SDF'S
AND RAFTER WITH
BASE RAIL 3/16
I I 412-14x3/4' SDF'S
I
#12-14x3/4' SDF'S (2) ON
TOP AND (2) ON SIDE
TS END COLUMN
TS HEADER OR
I I
I I I I I I I I-
VINDOW RAIL
I I I
I I I I I I I I
TS CONTINUOUS BASE RAIL
HEADER
OR WINDOW
END
COLUMN/RAFTER
CONNECTION DETAIL
END
COLUMN/BASE RAIL
RAIL TO
COLUMN
4
SCALE
CONNECTION DETAIL 6
CONNECTION DETAIL
NTS
5
SCALE, NTS
SCALE:
NTS
TS TRUSSED RAFTER CHORD,
TS COLUMN
OR HEADER
OR END COLUMN
16 CONNECTOR
2'x2'x2' l6 GA. ANGLE
16 SLEEVE TO
HEADER
CLIP SECURE TO COLUMN
AND EITHER TOP OF
2'x2'x2' 16 GA. ANGLE
HEADER, OR BOTTOM OF
WINDOW RAIL WITH
TS END COLUMN
=LIP SECURE TO COLUMN
#12-14 x3/4" SOr 'S
DR 000R WMDOW
FR4ME POST
(EACH SIDE) AND
RAFTER CHORD/RAIL
%,3,
WITH 412-14x3/4' SDF'S
,2) ❑N BOTTOM AND (2>MINIMUM
ONS[DE
6' LON`u,
I MINIMUM l5 GA.,TS
TSHE40ER, B4SE
NOTEAT 2DLL-UP DOORCONNECTOR
SLEEVE.
RA1L, OR VINOOW
OPENNGS,POST SHOULDSECURE
E4CH VITH
TS DOUBLE HEADER
.FAIL
BE FLUSH VITH RAIL(4)
END. CLIP POST TO
#12-14x3/4' SDF'S
�3-12
RAIL ONLY ON SIDE
TS COLUMN
OPPOSITE THE OPENING.
3-12
DOUBLE HEADER COLUMN TO HEADER, �ONNEC!ION
BLE HEADER/COLUMN
TO COLUMN BASE RAIL, OR DETAIL
CONNECTION DETAIL WIND❑W RAIL 8 , NT
6A SCALE: C 7 C❑NNECTI❑N DETAIL
SCALE+ NTS
I
CONNECTOR 3/15 IS COLUMN
HETO
HEADER
3/16 MINIMUM 6' LONG, Sc
_R ro MPIIMUM L5 GA., IS
I CONNECTOR SLEEVE.
I SECURE WITH (4)
I I #12-14x3/4' SOPS
4it TS DOUBLE HEADER
�-12
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C❑NNECTI❑N DETAIL
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TUBULAR BUILDING SYSTEMS
MOORS AND ASSOCIATES DRAWN BY, JG 631 SE INDUSTRIAL CIRCLE
32025
ENGINEERING AND CONSULTING, INC. CHECK BY, PDH 30'-0"x LAKE
Nc ENCLOSED BIUDILDING EXP. B
T1DS BDcakxr is THE PROPERTY DF AIm ASsoaArEs olmXaw MIDI J® NO 16022S/
CDNSULTDII-i TIC UNAUTH M" REPRaUCTBII, COME, DJ On*RWISE USE DF PROJECT MGR, VSM TTu 7�29-21 SCALE, NTS 173005/203525
THIS DDCIJgMr lS STRICTLY PROKM ED Alm ANY DlRtII1 DOff THMWffl 1 NAY
BE SUBJECT TD I EfiAL ACTmi CLD]dT1 TBS . 12 M SK-3 a 6
CONNECTION DETAILS
TS COLUMN
CONNECTOR MINIMUM 6' LONG,
SLEEVE TO 3/16 MINIMUM 15 GA., TS
BASE RAIL 3/16 CONNECTOR SLEEVE.
I I I SECURE EACH WITH (4)
N12-14x3/4' SDF'S
TS CONTINUOUS
BASE RAIL
I—III—III—III—i
-III-III-III-I I
COLUMN/BASE RAIL
(10 CONNECTION DETAIL
SCALE NTS
VTSF RAFTER
3/l6
TS CHORD
3/IG
RAFTER TO CHORD
11�6NNECTETAiL
CALE NTS
IS TRUSSED RAFTER
CHORD, OR HEADER
TS COLUMN
I i
TS ENO COLUMN
I I
OR DO02 VIGV
I
MINIMUM S' LONG,
MINIMUM S' L3N3
FRAME POST
J
MINIMUM 15 3A., TS
"7NNE=i7R
3/16 MINIMUM 15 GA., TS
_� CONNECTOR SLEVE•
C3NNE=TOR
SLEEVE
BASE RAIL
3/16 I S-_URE E4Ci WIT4 :a)
SLEEVE. SECURE
E4CH WITH (41
N12-14x3/4' SDF'S
I
Nl2-14z3/4' SDF'S
I
TS 4E4DER, BASE
�IS CONTINUOUS
B4SE 2A[L
24IL. ]R WINDOW
RAIL
I I
I I -III -I I
i
COLUMN/BASE RAIL
13 C❑NNECTI❑N DETAIL
SCALE NTS
COLUMN TO HEADER,
BASE RAIL
14 C❑NNECTI❑N DETAIL
SCALE NTS
MOORE AND ASSOCIATES I BRAWN BY, JG
ENGINEERING AND CONSULTING, INC. ICHECKM BY1 PIN
TS ROOF RAFTER
TS COLLAR TIE 3.
COLLAR TIE
12 C❑NNECTI❑N DETAIL
SCALE NTS
S`1
co��
JAN 1 1 2022
0A901��
NO 57170
STATE OF �(I:
O,111''0NA� R
631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
W-0" ENCLOSED BUILDING
JOB N01 16022S/
TO
IRSE OF
mm NAY
w
N01 SK-3 ItEW 6
BOX EAVE RAFTER LEAN-TO OPTIONS
ROOF EXTENSION
OPTION
MAIN STRUCTURE
STANDARD
LEAN—TO OPTION
TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTI❑N (BOTH ❑PTIONS SHOWN)
SCALE: NTS
MAIN BUILDING COLUMNS WITH LEAN—TO OR ROOF EXTENSION ATTACHED)ARE REQUIRED TO BE LACED COLUMNS FOR
EAVE HEIGHTS 16'-0' < TO < 20'-0'.
MAIN BUILDING COLUMNS WITH LEAN—TO OR ROOF EXTENSION ATTACHED ARE REQUIRED TO BE DOUBLE COLUMNS FOR
EAVE HEIGHTS 13'-0' (12'-0' FOR HIGH WIND) < TO < 16'-0'.
MAIN BUILDING COLUMNS WITH LEAN—TD OR ROOF EXTENSION ATTACHED ARE REQUIRED TO BE SINGLE COLUMNS FOR
EAVE HEIGHTS 10'-0' ( TO < 13'-0' (12'-0' FOR HGH WIND) :WITH 4'-4' INSERT).
MAIN BUILDING COLUMNS WITH LEAN—TO OR ROOF EXTENSION ATTACHED ARE REQUIRED TO BE SINGLE COLUMNS FOR
EAVE HEIGHTS <
KNEE BRACES MUST BE 4'-0- '5'-0' FOR HIGH WIND) WHEN LEAN—TO'S ARE ADDED.
TS BOX EAVE
RAFTER
071NE- TO.R 3/16
SL='EVE TO
3/16
L' L :RAFTER 7NG TS LS 3A.
CONNECTOR SLEEV'.
SECURE COLUMN TO
SLEEVE WI7H '4) i
k12-14x3/4' SDF'S J
TS EXTENSION
RAFTER
.MINIMUM 6' LONG, -
MINIMUM 15 SA.,
CONNECTOR SLEEVE. TS COLUMN
SECURE COLUMN TO
NIP' LE WITH (4)
.2-14x3/4' SDF'S
SIDE EXTENSI❑N RAFTER/COLUMN DETAIL
15 FOR RAFTER SPANS < 15'-0-
SCALE NTS
TS BOX EAVE
RA=TER
CONNECTOR\ 3/16
SLE= VE TO
RAFTER 3/l6
12' LONG TS IS 3A.
CONNECTOR SLEEVE
SLEEVE WITH ;4)
q12-14x3/4SDF'S
e+ J
Ii.
I 6 L-
MINIMUM 6' LONG,
TS DOUBLE MINIMUM 15 'A.,
EXTENSION RAFTER / CONNECTOR SLEEVE.
J SECURE COLUMN TO
NIPPLE WITH (4)
2'x2'x2' 14 GA. ANGLE N12-14x3/4• SDF'S
EL1P SECURE TO TS COLUMN
COLUMN AND RAFTER
CHORD/RAIL WITH ',4)
412-14x3/4' SDF'S
SIDE EXTENSION RAFTER/COLUMN DETAIL
(15A FOR RAFTER SPANS 15'-0' < TO S 24'-0'
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
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JAN I I
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®ta STATE OF
ova®,'-46s►SO'NA9 0���
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9mwn HY' JG 1 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED BY1 PDH 30'-0"x2O'-0" ENCLOSED BUILDING EXP. B
I IJOB NMm 16022S/
BE
Alm
14 P)WG. We SK-3
BOX EAVE RAFTER LEAN-TO OPTIONS
2'x2'x2' 16 GA. ANGLE CLIP
SECURE TO COLUMN AND
RAFTER WITH R12-14x3/4'
SDF'S (2) ON TOP AND (2) ON
BOTTOM
/--TS RAFTER
COLUMN
LEAN-TO RAFTER TO RAFTER
N C❑NNECTI❑N DETAIL
16)IC&U;NIT
AFTERSPANS<15'-0'SCALE.S
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
2'x2'x2' 14 GA. ANGLE CLIP
SECURE TO COLUMN AND
RAFTER WITH 1/4'x3/4' S➢F
(2) ON TOP AND (2) ON
BOTTOM
,- TS DOUBLE RAFTER
TS COLUMN
3-12
LEAN-TO RAFTER TO RAFTER
COLUMN C❑NNECTI❑N DETAIL
F❑R RAFTER SPANS
16A 15'-0• < T❑ 24'-0'
SCALE NTS
Sc
JAN 1 1 2022
°® 0O'ooi
��r• No 57170 '�..
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• STATE OF W
0.
®I��ld�ll01 41
631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
RE AND ASSOCIATES ET1GtilmtpJG AND PROJECT NGR� VSM JOB ID 16022S/
:TOI6 COPYO�i, OR QIFQt: USE OF TES 7-29-21 SCALES NTS 1730CS/20352S
MID ANY QFRDI M 7NDa M NAY
CLIENT, TBS _ . 14A VCi Na SIC-3 6EVi 6
BOW RAFTER LEAN-TO OPTIONS
TYPICAL BOW RAFTER LEAN—TO ❑PTI❑NS FRAMING SECTI❑N (BOTH ❑PTI❑NS SHOWN)
SCALE: NTS
MAIN BUILDING COLUMNS WITH LEAN-TO OR ROOF EXTENSION ATTACHED ARE REQUIRED TO BE DOUBLE COLUMNS FOR
EAVE HEIGHTS 13'-0' <12' 0' FOR HIGH WIND) < TO <
MAIN BUILDING COLUMNS WITH LEAN-TO OR ROOF EXTENSION ATTACHED ARE REQUIRED TO BE SINGLE COLUMNS FOR
EAVE HEIGHTS 10'-0' < TO ( 13-0' (12'-D' FOR HIGH WIND) :WITH 4'-4' INSERT).
MAIN BUILDING COLUMNS WITH LEAN-TO OR ROOF EXTENSION ATTACHED ARE REQUIRED TO BE SINGLE COLUMNS FOR
EAVE HEIGHTS < 10'-0'.
KNEE BRACES MUST BE 4-0- 15-0' FOR HIGH WIND) WHEN LEAN-TO'S ARE ADDED.
2'x2'x2' 16 54. ANGLE
CLI? SECURE TO COLU.M,u�
AND RAFTER WITH
it12-14x3/4' SU'S (2)
ON TOP AND '2) 3N
BOTTOM
TS LEAN-TO iS COLUMN
RAF TER
LEAN—TO RAFTER TO RAFTER
C❑LUMN C❑NNECTI❑N DETAIL,F❑R RAFTER SPANS <
SCALE NTS
2"x2'x2' 1634 ANGLE -
CLI? SECURE TU _]LUMN
AND RAFTER WITH
N1-14x3/4' SOF'S ;R)
ON TO? 4N0 '2) 3N
BOTTOM
TS DOUBLE
Lc- AN -I
RA.-T-1
if 3-12 TS DOUBLE --X
3-12 COLUMN Ai
LEAN—TO RAFTER TO RAFTER
COLUMN C❑NNECTI❑N DETAIL
F❑R RAFTER SPANS
17A 15'-0' < T❑ 24'-0'
SCALE: NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
18 ME PRQPERTY ff NZW 40
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JAN 1 1 2022
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No 57170
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STATE OF
soal�aeoa
DRAWN BYl JG 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED DYl PDH 30'-0"x20'-0" ENCLOSED BUILDING EXP. B
-� _-- ---- - __--I I JOB NO MOM/
15 JDWG. Na. SK-3
BOX EAVE RAFTER VERTICAL ROOF/SIDING OPTION
TYPICAL END ELEVATION
VERTICAL R❑❑F/SIDING OPTION
SCALE: NTS
TYPICAL SIDE ELEVATION
VERTICAL ROOF/SIDING OPTION
SCALE: NTS
I
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL RDDF PANELS)
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
c
29 G,`GALVANIZED METAL ROOF
WALL PANELS FASTENED TO HAT
CHANNELS AND GIRTS
1 1/2'-18 GAUGE
HAT CHANNEL
TYPICAL SECTION VERTICAL
ROOF/SIDING ❑PTION
SCALE: NTS
SEE NOTES 1 1/2'-18 GAUGE HAT CHANNEL SPACED AT
(SHEET 3) �4' 0' O.C. AND FASTENED TO EACH RAFTER
FOR MAXIMUM WITH (2) ltl2-14x3/4' SDF'S
TYPICAL FRAMING SECTION
VERTICAL R❑❑F/SIDING OPTION
SCALE NTS
NOTE: TS WALL GIRTS CAN BE USED AS AN OPTION IN ?LACE
OF HAT CHANNELS. TS GIRTS MUST BE SPACD AT 4' 0'
(MAX.) O.C.
v
JAN 1 I /0 <
loll
• No 57170
a
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STATE OF o;'O/:
s�
•
s,��o�Ss� .0 R
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Aa® 01�®
DRAM DYl JG 1 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED We PDH 30'-0"x20'-0" ENCLOSED BUILDING EXP. B
--- --- ---- - ----I I JOD M 16022S/
M LEGAL ACTMPL CLD7�To TBS ISHT. 16 IDvm Na. sK-3 kva 6
SIDE WALL HEADER OPTIONS
TS HEADER
Eir
HEADER DETAIL FOR DOOR
OPENINGS < 10'-0'
SCALE: NTS
2 1/2x2 1/2-14 GA.
(TYP.)
3/16
TYP
3/16
HEADER DETAIL FOR DOOR
❑PENINGS 10'-0' < LENGTH < 15'-0'
SCALE: NTS
END WALL HEADER OPTIONS
2 1/2x2 1/2-14 3A.
(TYP.)
TS HEADER
3/16
TYP
3/16,O--
HEADER DETAIL FOR DOOR
❑PENINGS < 12'-0'
SCALE: NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
HEADER DETAIL FOR DOOR
OPENINGS 12'-0' < LENGTH < 15'-0'
SCALE: NTS
ST -`.q/l
zoo/ 4 y
JAN 1 1
�oeaaee®
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e No 57170
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_� o STATE OF
®dB1QA 9
DRAWN BYt Ai 631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
CHECKED BYi PDH 30'-0"x20'-O" ENCLOSED BUILDING EXP. B
--- •_-- --- - ----I I JOB NO 160Mn/
17 P)W& NO SK-3
FLOOD VENT DETAIL
GRA
FRAME ❑PENING FOR FLOOD VENT
WITH TS 2 1/2"x2 1/2" MEMBERS
(MATCH ADJACENT RAFTER
POSTS AND BASERAIL)
1/2"-18S OR F
EXPANDED METAL. ATTACH
W/ McNICH❑LS SQUARE
FASTENERS ❑R APPROVED
EQUAL AT 6" D.C. ATTACH
W/ METAL TEK SCREWS.
L
TYPICAL FLOOD VENT DETAIL
SCALE: NTS
1. MINIMUM VENT SPACE REQUIRED = 1 SQ. INUH OF OPEN VENT AREA PER
SD. FOOT ❑F BUILDING AREA.
2. THERE SHALL BE A MINIMUM OF TW❑ ❑PENIN,GS ON DIFFERENT SID=S
FOR EACH ENCL❑SED BUILDING.
3 APPLY 1.3 FA T❑R WHEN (ADULATING TOTAL OPEN AREA WHEN USING
1/21-ISSA S OR F EXPANDED METAL
4 TOTAL OPEN AREA OF VENT = LXH(MIN. 12').
5 FLOOD VENT DETAIL--DMPLI-S WITH FEM,A/NFIP
6 ?REFABRICATED FLOOD VENTS MEETIiN—j THE REUUIR'-M-NTS OF
F-MA/NIFIP MAY BE USED.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
BY, .
D Bri
z
_ 2: iu
TS
POST
TS BASE
RAIL
GRq
Sc'q
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_
JAW 1 1 2022
® 9 illiiii
C o
2 No 57170 0
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do
STATE OF �e
40
631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
20'-0" ENCLOSED BUILDING EXP. B
AB N11 16022S
OR
NI71 SK-3 FtEVa 6
STAND -ALONE STEM WALL DETAIL
2' FOR CAST IN PLACE
4' FOR EXPANSION ANCHOR
INSTALL 1/2'0 —
ANCHOR ROD OR (3000 psi MIN.) 4' THICK (MIN.)
J-BOLT THROUGH SLAB -ON -GRADE
BASE RAIL
WITHIN 6' OF WWF OR FIBERGLASS
EACH POST FIBERS
III�IIIIIII�I� �-��.
_ #4 L DOWEL @ 48' O.C.
IIICOMPACT
II —I SUBGRADE
IIIII�
III
4'
o ¢ 8' --MU BLOCK
in E
44 @ 48' O.C.
#4 L DOWEL @ 48' O.0
a
' ° a 3-#4 CONT. FOR I'-G' WIDE
0
� a
In
G 414 S a G 4
a
2'CLR
J
J
1'-5' 'FDR BLDG WIDTHS < 40 -Y) in
STAND—ALONE CONCRETE MASONRY UNIT (CMU)
FOUNDATION STEM WALL DETAIL
SCALE. NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
PM D *Off IS 7W PROPERTY OF MOORS NM ASSMUTES ENGB6Qm AND
amLnm 7NE Ui anutun Rmnmm nm COPYM OR UrHMWM UZ OF
W= OOCWOff IS SVWXY PRONO3= AND ANY WRDSWOU 74EREPM MAY
w_ 51mjm 7G l rm. wrax
ST "IV,
l &C y
JAN 1 1 Zan
a
No 57170 •� ,�
' Or
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r
r p : STATE OF 1 W
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o •
631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
30'-0"x20'-0" ENCLOSED BUILDING EXP. B
JQB NO 16022S/
El 7-29-21 SCALES NTS 17300S/20352S
19 DWG W SK-3 REV-, 6
VERTICAL SLIDING WINDOW DETAIL
u
31.75' MAX. OVERALL
FIN. WIDTH
30.00' MAX. OVERALL
FRAME WIDTH
1
SK-20
ELEVATION VIEW
SCALE NTS
TS POST
OR RAIL
14 GA.
i'TYP.)
INTERIOR
L
E
EXTERIOR
#12x3/4' SELF -DRILLING
FASTENERS lTYP)
SECTION 2
SCALE 3'=1'-D' SK-20
TS POST
DR RAIL
L4 GA.
(TYP.) INTERIOR
EXTERIOR
#12x3/4' SELF -DRILLING
FASTENERS 'TYR.)
SECTION 3
SCALE: 3'=1'-0' SK-20
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
IWS DOCUl W 1S 7W PROPM" ff MOW AND ASSOCUI7ES E1dWOR M0 AMD
MNSU-M4 7ME UiMliMM= R04MEnM CWYM OR 07fER = USE ff
n1 n B=MW M SUMMY PRGHM= AND MY WRIIGE M 7FiRF pM MAY
iE SUD.IOCT M LEGAL ACTmL
#12x3/4' SELF -
DRILLING
FASTENERS
(TYP.) IF
EXTERIOR INTERIOR
a
SK-20
TS POST
OR RAIL
14 GA.
'TYP.)
3
SK-?0
SECTION 1
SCALE: 3'=1'-0' SK-20
NOTE KINRD SERIES 18000-R VS OR
EDIVALENT WINDOW IS REQUIRED
POSITIVE WALL PRESSURE: +40.0 PSF
NEGATIVE WALL PRESSURE: -40.0 PSF
JAN 1 1 2022
.aadAa1QY10sv
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@� oe•esee•ea e 0 ®
No 57170
e. s
®:ee STATE OF
.•
s®®JVALA� a�%%
oleee�i~�
631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
30'-0"x2O'-0" ENCLOSED BUILDING EXP. B
JOB Ma 16022S/
7-29-21 SCALE. NTS 173ODS/2M2S
20 D a NOj SK-3 IREV, 6
OPTIONAL CONCRETE STRIP FOOTING
INC
BASE
SCALD iN 1 S
rS RAFTER .�L UMN
3-tta :CANT �,�
T3B /— 7S BASE RAIL
EXPANSION
ANCHDR
FOOTING I • •
B I`SUBGRADE
ca PACT
SECTION(:1
SCALE NTS SK-21
x COORDINATE WITH LOCAL CODES/ORD.
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
1. STRIP FOOTING DESIGN BASED ON MINIMUM
SOIL BEARING CAPACITY OF 1,500 PSF.
2. CONCRETE SHALL HAVE A MINIMUM
SPECIFIED COMPRESSIVE STRENGTH OF 3,000
PSI AT 28 DAYS.
3, FOR FOUNDATIONS, MINIMUM CONCRETE COVER
OVER REINFORCING BARS SHALL BE PER 401-318:
3' IN FOUNDATIONS WHERE THE CONCRETE IS
CAST AGAINST AND PERMANENTLY IN CONTACT
WITH THE EARTH OR EXPOSED TO TIE EARTH
OR WEATHER, AND 1 112' ELSEWHERE.
4. THE STRIP FOOTING REINFORCING STEEL SHALL
BE ASTM 4615 SRADE 60,
5. REINFORCEMENT MAY BE BENT IN THE SHOP OR
IN THE FIELD PROVIDED:
4) REINFORCEMENT IS BENT COLD.
B) THE DIAMETER OF THE BEND,
MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR
DIAMETERS.
C) REINFORCEMENT PARTIALLY EMBEDDED
IN CONCRETE SHALL NOT BE FIELD
BENT.
SC
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1�' "
JAN 1 1 2022
as�o�s®
Ire. E
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No 57370
q e �
N �
STATE OF
All
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®®°°ss'� AL 15"�� des
631 SE INDUSTRIAL CIRCLE
LAKE CITY, FLORIDA 32025
30'-0"x2O'—O" ENCLOSED BUILDING EXP. B
J® NO 160M
Es 7-29-21 p:Vr&
E) NTS 17300&/20352S
21 NO SK-3 6EV, 6