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Bennett Building Systems, LLF
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ALL pRoPOSED 1VOR C
STRUCTURAL DESIaAN k,y, ANY CORRECTIONS
ji i �1; n.; 'II=�_� INSPECTORS THAT
( i n, -' 'SARY IN OP,DEI�TO
ENCLOSED BUILDIN` . "` LAPPLICABLE.Co®Es.
;.
MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT- BOX EAVE
FRAME AND BOW FRAME
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P q I .„ 21 August 2014
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{ S'E I,T � r CO? <T� ��i'TT P
R.EIT �L!" 1'4% COMP .t:i� Revision 3 CEAVED� � � R8 OPI A IFll�H'L'I�E
;D B i� M&A Project No. 12117S `
�::�,-I•�. ._ =
Ott S'f BE KEPT ON JOS 0 k 0 F C,0i,1)
OR NO L'•t-, :TI N`VILL BE MADE.
Prepared for:
Mr. Danny Lowery
President- Steel Structures
1660 Dixon Airline Road
Augusta, Georgia 30906
Prepared by:
Moore and Associates Engineering and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841 %
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90 MOORS AND ASSOCIATES DRAVN BY: NUS B ETT BUILDING SYSTEMS,LLC
ENCLOSED BUILDING
ENGINEERING AND CONSULTING, INC. NECKED BY: PDH PE SEAL COVER SHEET
THIS DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES, INC. THE IROJECT MGR. WSM DATE: B-21-14 SCALE: NTS .JOB ND 12117S
UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY IWRINGEHENT THEREUPON 14AY BE SUBJECT TO
LEGAL ACTION. LIENT: - SHT. 1 DVCa ND SK-3 v.: 3
i
DRAWING INDEX
I
SHEET 1 PE SEAL COVER SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS
SHEET 4 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOX EAVE RAFTER)
SHEET 5 CORNER POST CONNECTION DETAILS
SHEET 6 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOW RAFTER)
SHEET 7 CORNER POST CONNECTION DETAILS
SHEET B BASE RAIL ANCHORAGE OPTIONS
SHEET 9 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX EAVE)
SHEET 10 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOW RAFTER)
SHEET 11 WALL ❑PENING DETAILS
SHEET 12 WALL ❑PENING DETAILS
SHEET 13 LEAN-TO ❑PTIONS (BOX EAVE RAFTER)
SHEET 14 LEAN-TO ❑PTIONS (BOW RAFTER)
SHEET 15 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION
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MOORE AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE OJECT M6R: WSM DATE: 8-21-14 SCALE: NTS JOB ND 12117S
U OWTHORIZED REPRODUCTION,COPTING.OR OTHERWISE USE OF THIS DOCUENT IS
STRICTLY PROHIBITED AND ANY IWRINGENENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION. LIENT: SHIT. 2 DWCa Nib SK-3 EV: 3
I
p �
I
• OX EAVE FRAME RAFTER ENCLOSED BUILDING
(Sheets 4, 5, 8, 9, 11, 12, 13, AND 15)
WINDOW (AS APPLICABLE)
DESIGN PRESSURE ROLL-UP DOOR SWINGING DOOR
LOW = C17.5 PSF, -19.9 PSF) (AS APPLICABLE) (AS APPLICABLE)
HIGH= (26.45 PSF, -29.95 PSF) DESIGN PRESSURE DESIGN PRESSURE
LOW = (17.5 PSF, -19.9 PSF) LOW = (17.5 PSF, -19.9 PSF)
--- --_-------- HIGH = (26.45 PSF, -29.95 PSF) HIGH = (26.45 PSF, -29.95 PSF)
-_-_--._-_-_---_ _ FLASHING
FLASHING -- -- - _
Im
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS I r 30' MAXIMUM RAFTER SPAN
r�
TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF
SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-O'
❑ BOW FRAME RAFTER ENCLOSED BUILDING
(Sheets 6, 7, 8, 10, 11, 12, AND 14)
WINDOW (AS APPLICABLE) ROLL-UP DOOR
DESIGN PRESSURE (AS APPLICABLE) SWINGING DOOR
LOW = (17.5 PSF, -19.9 PSF) DESIGN PRESSURE (AS APPLICABLE)
HIGH = (26.45 PSF, -29.95 PSF) ➢ESIGN PRESSURE
LOW = <17.5 PSF, -19.9 PSF)
HIGH = (26.45 PSF, -29.95 PSF) LOW = (17.5 PSF, -19.9 PSF)
------- ----_- `-_-=______--= HIGH = (26.45 PSF, -29.95 PSF)
FLASHING
`� _ ••� ��
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS I 30' MAXIMUM RAFTER SPAN v No • p
TYPICAL SIDE ELEVATION TYPICAL END ELEVATF
SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-0 m
"�• l�
INSTALLATION NOTES AND SPECIFICATIONS ®:° STATE O
;k\
1. DESIGN IS FORA MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. �s� ``��1.� O ®. •��,�,
2. DESIGN WAS
2 06 INTERNATIO
NAL BUILDING CODE (IBC),THE
2O091IBC FLORIDA
ND 20112 IBC BUILDING CODE (FHC) WITH 2O12 SUPPLEMENT AMENDMENTS, I�O,S®0N AL a �O,v
3. DESIGN LOADS ARE AS FOLLOWS
A) DEAD LOAD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) SNOW LOAD = 20 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.
G. RISK CATEGORY I.
7. WIND EXPOSURE CATEGORY B.
8. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL (TS)
FRAMING MEMBERS.
9. AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES.
10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF-DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIDNS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3112 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER R❑❑F HEIGHTS AND/OR SLOPES MAY VARY.
11. GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONGSFTE
OR W C P NOMINAL) WIND SPEEDS�ONLY.
2. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' ❑jEll'UA S L FOR HIGH WIND, EVERY
❑THER POST FOR LOW WIND.
3. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 1 1P N ) WIN SPEEDS.
SM
MOORE AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. CHECKED BY: PDH ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY IF MGM AND ASSOCIATES. INC. THE PROJECT HGR= WSM DATE: B-21-14 SCALE; NTS JOB ND 121175
UNAUTHORIZED REPRODUCTION,COPYING.OR OTHERVISE USE Or THIS DOCUENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION LIENT= ISHT. 3 DWG. ND SK-3 IRE : 3
i
w ,
I
26 OR 29 GA. GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO RAFTERS LENGTH VARIES DEPENDING ON
AND POSTS WITH I/4'x1' SDF'S WITH NUMBER AND SPACING OF RAFTERS
I CONTROL SEAL WASHER 2 AVERAGE 6' D.C.
5 SPACING
1
4 r 12
_ � 3
I SEE NOTES
24' 16 GA, U CHANNEL (PAGE 3)
BRACE FASTENED TO FOR MAXIMUM
RAFTER WITH(2) 1/4'.1-1 w SPACING
SDF'S AT EACH END _
(4 PER BRACE) w
1 1 J
i a
S
2 3
4 B
I
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE 1/8' = I'-0' SCALE: 1/8' = 1'-0'
TS BOX
EAVE
3/16 RAFTER
NIPPLE TO MINIMUM 12' LONG, MINIMUM
RAFTER 3/16 /' 14 GA., TS NIPPLE. SECURE
3/l6 WITH <6) 1/4'xl' SDF'S
NIPPLE TO
BASE RAIL 3/16
o
o TS POST
0
o i
W I 45.00. 16 GA. U-CHANNEL BRACE TS CONTINUOUS BASE RAIL
((B' RAFTER POST)
iu m (LOW OR HIGH WIND SPEED)
MINIMUM 6' LONG,MINIMUM 14 GA., i-
I'---I i
TS NIPPLE. SECURE POST TO NIPPLE — I-----, i
WITH (4) I/4'x1' SDF'S -- --' i--'--'-f ---"-- "-
i
- --------- SECURE WITH
(4) I/4'xl' SDF'S
(EACH END)
TS POST RAFTER POST/
2 BASE RAIL CONNECTION DETAIL
BOX EAVE RAFTER/CORNER SCALE: NTS
lA POST CONNECTION DETAIL
SCALE: NTS
N
�®®11see1O c:1=1-i
°e O
_Q�:• < •• �O 16 GA.U-CHANNEL BRACE
VV FASTENED TO THE LEG AND
CCC��� tt�] 2 1/4' RAFTER, WITH (2) 1/4-xl'
p�
0 0 (`�o � a AT EACH END
14 PER
(4 PER BRACE)
• I fz BRACE SECTION
cc... y� �L /l „ SCALE- NTS
��•• STATE OF
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�1B1n1111110
FILL COPY
MOORE AND ASSOCIATES DRAWN BY: .JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. NECKED BY: PDM ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE
UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS RO.ECT MGR- WSM DATE: B-21-14 SCALE: NTS .JOB NO: 121175
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION. I LIENT: ISHIT. 4 DWG. Ko SK-3 V:'3
,r
I
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TS BOX EAVE RAFTER
f ' / SECURE WITH
/ (4) I/4'xl' SDF'S
D)CEACH EN
° 3/16
�1 NIPPLE TO
°I 3/16 RAFTER /
MINIMUM 6' LONG, /
MIN MUM 14 GA„
6• TS NIPPLE. SECURE
POST TO NIPPLE
WITH (4) 1/4'x1'
SDF'S %
I /
u /
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16 GA. U-CHANNEL BRACE
o 4500' TS BOX EAVE RAFTER
I
TS POST 12 GA.
(11' TO 14' RAFTER POST) NIPPLE TO
—----'-.;o, (HIGH AND LOW WIND SPEED) o 3/16 RAFTER j
o
6
I � MINIMUM 6' LONG, 16 GA. U-CHANNEL BRACE i
MINIMUM 14 GA.,
SECURE WITH TS NIPPLE. SECURE
I � (4) 1/4'xl' SDF'S POST TO NIPPLE
(EACH END) WITH (4) 1/4'x I'
S➢F'S
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TS 2x2-14 GA. REINFORCING Fo 45
NIPPLE 3-0' LONG. SECURE 00•
WITH (16) 1/4'x1' SDF'S TS POST l4 GA.
C13' TO 14' FCR LOW WIND) / (9' TO 1➢' RAFTER POST)
(12' TO 14' FOR HIGH WIND) (HIGH AND LOW WIND SPEED)
TS POST 12 GA.
! (I1' TO 12' RAFTER POST FOR LOW WIND SPEED)
(11' RAFTER POST FOR HIGH WIND SPEED)
/
o./ SECURE WITH
-------- C4) 1/4'xl' SDF'S
(EACH END)
BOX EAVE RAFTER/CORNER BOX EAVE RAFTER/CORNER
iB P❑ST CONNECTION DETAIL iC P❑ST CONNECTION DETAIL
SCALE: NTS SCALE NTS
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MOORE AND ASSOCIATES DRAWN BY: AS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. CHECICED BY- PDN ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE UNAUTHORIZED REPRODUCTION.COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS O,JECT MGR: VSM DATE= 8-21-11 SCALE= NTS 011 ND 12117S
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON NAY BE SUBJECT TO
LEGAL ACTIOW ICLIENT: - HT. S DWG. ND SK-3 EV.: 3
I
I
26 OR 29 GA. GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO RAFTERS LENGTH VARIES DEPENDING ON
AND POSTS WITH 1/4'xl' SDF'S WITH NUMBER AND SPACING OF RAFTERS
1 CONTROL SEAL WASHER @ AVERAGE 6' O.C.
T SPACING
1
6
Q3 I
24' 16 GA. U-CHANNEL
BRACE FASTENED TO SEENOTES
RAFTER WITH (2) 1/4'xl'[ (PAGE 3)
SDF'S AT EACH END x FOR MAXIMUM
j (4 PER BRACE) £w SPACING
x
v p
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f 2 3
5 H
7
30' MAXIMUM AFTER SPAN
i
TYPICAL RAFTER/POST D FRAME SECTION TYPICAL RAFTER/POST FRAMING SIDE SECTI❑N
SCALE: 1/8' = V-0' SCALE: 1/8' = V-0'
IS BOW RAFTER
SECURE WITH
NO SCREWS ' / (4) 1/4'x1' SDF'S
REQUIRED IN / EACH END)
BOW END j
MINIMUM 12' LONG, MINIMUM
14 GA., TS NIPPLE. SECURE
NIPPLE TO 3/16 WITH (6) 1/4'x1' SDF'S
BASE RAIL 3/16
`16 GA. U-CHANNEL BRACE
o 45Go. j, (<B' RAFTER POST)
_ (LOW OR HIGH WIND SPEED) TS POST
°
-- �� °! TS CONTINUOUS BASE RAIL
•I
MINIMUM 6' LONG, MINIMUM 14 GA.,
TS NIPPLE. SECURE BOW RAFTER AND I
POST TO NIPPLE WITH (4) 1/4'xl' -
�. SDF'S
i I
TS POST
BOW RAFTER/CORNER POST RAFTER POST/BASE RAILI
F�SENECTAI2CONNECTION DETAIL
E NTS SCALES NTS
S.
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°• • s FASTENED TO E LEG AND
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/O//� RAFTER,WITH 1/4'x1'
® s ° v (4 PER
AT EACH
• ,,•� (4 PER BRACE) I
STATE OF BRACE SECTI❑N
® ®• O •: SCALE: NTS j
®'�l`7mSi®tV R,'�,�®♦
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FILF-9m COPY
MOORE AND ASSOCIATES DRAWN BY: AS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC- THE IRDJECT NGR- WSH DATE: 8-21-14 SCALE: NTS JOB NM 12117E
UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY [WRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION. LIENT= - ISHT. 6 DWG. Nm SK-3 6EW 3
I
TS BOW RAFTER I� '
SECURE WITH
(4) 1/4'x1' SDF'S
(EACH END)
NO SCREWS
REQUIRED IN
BOW END j
9.
/
I
MINIMUM LONG,
o MINIMUM 14 A., /
TS NIPPLE.
SECURE BOW
o RAFTER AND PO
TO NIPPLE WITH 16 GA. U-CHANNEL BRACE
w (4) 1/4'xV SDF'S
i
J
/ TS BOW RAFTER -
v
0
ago
m D• NO CREWS
REO RED IN
BOW 0
' �q0
I
O /
a MINIMUM 6' LONG,
( IS POST 12 �- MINIMUM 14 GA.,
(11' TO 14' RAFTER POST) °� IS NIPPLE.
(HIGH AND LOW WIND SPEED) CURE BOW
R TER AND POST
TO PPLE WITH
u
(4) I 'xl' SDF'S 16 GA. U-CHANNEL BRACE
I %
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z m
a.00-
o'
IS 2x2-14 GA. REINFORCING /
NIPPLE 3'-0' LONG. SECURE
WITH (16) 1/4'xl' SDF'S / T POST 14 GA.
(13' TO 14' FOR LOW WIND) (9' 0 10' RAFTER POST)
(12' TO 14' FOR HIGH WIND) (HIG AND LOW WIND SPEED)
TS PO T 12 GA.
Q' (11' TO RAFTER POST FOR LOW WIND SPEED)
(11' RAFT F POST FOR HIGH WIND SPEED)
SECURE WITH
(4) 1/4'x1' SDF'S
EACH END)
BOW RAFTER/CORNER POST BOW RAFTER/COR R POST
IB CONNECTION DETAIL IC CONNECTION DETAIL
SCALE NTS SCALE NTS tt®11 11eaeme
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MOORE AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. HECKED BY. PDH ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY Or HOOK AND ASSOCIATES, INC. THE OJECT HGR: VSM DATE: 8-21-1, SCALE: NTS JOB N0 12117S
UNAUTHORIZED REPRODUCTION,COPYING OR OTHERVISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON HAY BE SUBJECT TO
LEGAL ACTION. LIENT, - ISHT, 7 DWG. ND SK-3 6EV. 3
I
i
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
I
;
INSTALL I/2'.6' EXPANSION INSTALL 1/2'x6' EXPANS113N !
ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RAIL
WWF OR FIBERGLASS WITHIN 6' OF EACH WWF OR FIBERGLASS WITHIN 6' OF EACH
FIBERS DST ALONG SIDES. (FOR LOW WIND FIBERS POST ALONG SIDES. (FOR LOW WIND
SPEEDS ANCHOR MAY BE INSTALLED AT SPEEDS ANCHOR MAY BE INSTALLED AT
EVERY OTHER POST) EVERY OTHER POST)
� n
- GRADE GRADE �
LI
MUMT IEIMBIE=DMENITMIN 2 3 MINIMUM 2
EMBEDMENT
(TYP.) I3I/-4! I I jI I 1
'
—I —I I I (TYP.)
IL
-I I I-I I !_ i= -! 1-ill-11 I-
MONOLITHIC CONCRETE FOOTING - MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCED 'I I I—III I I I (3000 PSI MIN.) REINFORCED
WITH (2) #4's CONTINUOUS WITH (2) H4's CONTINUOUS
1'-0' 5 5/8' 1'-0' 5 5/8'
CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE
3A BASE RAIL ANCHORAGE 3B RAIL ANCHO
RAGE
SCALE. NTS SCALE NTS
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2' WASHERS
STRENGTH OF 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL: TOP OF ASPHALT �HROUGH THE RILL 5/8' IBASE ERAIL AND
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING HOLE
PAVEMENT SECURE TO ANCHOR EYE WITH
GROUND SURF
ACE B 1/2' DIAMETER THROUGH BOLT
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 , — I- - --- iI--; :--I
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE.
REINFORCING STEEL: . } ; ; I
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE _
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC _ - _
MEETING ASTM A185 DR FIBERGLASS FIBER REINFORCEMENT. - j
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED: IS CONTINUOUS
BASE RAIL
1. REINFORCEMENT IS BENT COLD.
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX-BAR DIAMETERS. DOUBLE HELIX EYE ANCHOR
3, REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT Z(SF. NOTES BELOW)
BE FIELD BENT.
HELIX ANCHOR NOTES:
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL GROUND BASE HELIX ANCHORAGE
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. SCALE+ NTS (CAN BE USED FOR ASPHALT)
2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT. \e®G1111901®'',�
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY %®� {NL S•s J'q®®®,DSO
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH ` •�!
MINIMUM 30 INCH EMBEDMENT. mo P••••G E N•• • 0�0
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND �
� �: �\ S •�� Imo,
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 : �• No 1 e
INCH EMBEDMENT.
?
5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER • . +
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8- HELICES WITH MINIMUM 60 INCH EMBEDMENT. i�;•
STATE OF
i'���• • O R y Q •• \ ,��
pli
FFOILE GO
MOORE AND ASSOCIATES DRAWN BY: .JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE IROJECT NOR: WSH DATE: B-21-14 SCALE: NTS .JOB N0: 12117S
UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE Or THIS DOCUENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SU®JECT TO
LEGAL ACTION LIENT= - SHT. B DWG. N0: SK-3 V: 3
i
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
i
SEE NOTES SEE NOTES
(PAGE 3) (PAGE 3)
FOR MAXIMUM 4 FOR MAXIMUM
SPACING- 4 11 SPACING
IL"� 11
I
7
6 11
11 7 6
OPENING FOR ROLL-UP 11 II
DOOR VLl ITH HEADER
5 7 5 7
I1 I1 I1 11
7 OPENING FOR
SWINGING DOOR
11 WITH HEADER
TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER END
END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION
SCALE: 1/8' = 1'-0' SCALE: 1/6' = 1'-0'
BOX CAVE
RAFTER/POST
ASSEMBLY
8
]2 9 11 7
12 II 1I 6 7
II I1
OPENING FOR WINDOW
OPENING FOR ROLL-UP WITH HEADER AND WIND
DOOR WITH HEADER RAIL (ALSO APPLICABLE
TO END WALLS)
18 7 6
12 IL 1L
OPENING FOR 7
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WITH HEADER
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SCALE: 1/8' = 1'-0'
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ENGINEERING AND CONSULTING, INC. CHECKED BY: PDN ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE PROJECT MGR VSN DATE: 8-21-1� SCALE: NTS JOB KO 121175
UNAUTHORIZED REPRODUCTION, COPYING,OR OTHERVISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY 1WRINGENENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION. LIENT: - HT. 9 DVC. ND SK-3 EV: !3
i
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
(PAGE 3) 4 (PAGE 3)
FOR MAXIMUM 11 FOR MAXIMUM
SPACING 4 SPACING
N.
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7
6 11
11 7 6
11 ]I
5 7 5 7
11 11 11 11
7 OPENING FOR
SWINGING DOOR
11 WITH HEADER
TYPICAL BOW RA TER TYPICAL BOW RAFTER END
END WALL FRAMIN SECTION WALL OPENINGS FRAMING SECTION
SCALE: 1/8' = V-0' SCALE: 1/8' = V-0'
BOW RAFTER/POE
ASSEMBLY
8
12 9 6 7
12 11 lI b 7
11 11
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MOORE AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS,LLC
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THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE OJECT MGR: WSM DATE: B-21-14 SCALE: NTS JOB KO12117E
UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INCRINGENENT THEREUPON NAY BE SUBJECT TO
LEGAL ACTION. LIENT: - SHT. 10 DWG. NO- SK-3 Ev '3
I
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BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
TS POST (CORNER)
NIPPLE TO 3/16
TS RAFTER MINIMUM 12' LONG, MINIMUM
BASE RAIL 3/16 14 GA., TS NIPPLE.SECURE
WITH (6> 1/4'xl' SDF'S
1 1/2'xl I/2'x2' 16 GA CLIP !
c.I ANGLE SECURE TO RAFTER
POST AND BASE RAIL W/(4)
2'x2'X2' 16 GA. ANGLE CLIP 1/4'x1' SDF'S
SECURE TO POST AND
RAFTER VI TH 1/4'xl' SDF'S
2 ON TOP AN➢ 2 ON SIDE
TS END POSTI �
TS CONTINUOUS BASE RAIL
END POST/RAFTER END POST/BASE RAIL
4 CONNECTION DETAIL S �SCALE
NCTIDN DETAISCALE NTS + NTS
[TS TRUSSED RAFTER CHORD
OR NON-STRUCTURAL HEADER
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TS POST TS EN➢ POST OR 2'x2'X2' 16 GA. ANGLE CLIP
OR END POST DOOR VIN➢OW SECURE TO POST (EACH
FRAME POST SIDE) AND RAFTER
2'x2'X2' 16 GA.ANGLE CLIP CHORD/RAIL WITH 1/4'x1'
SECURE TO POST AND EITHER SDF'S 2 ON BOTTOM AND 2
TOP OF HEADER,OR BOTTOM ON SIDE
OF WINDGW RAIL WITH
4'xl' S➢F'S NOTES AT ROLL-UP DOOR
I/
OPENINGS, POST SHOULD BE
TS HEADER, BASE FLUSH WITH RAIL END. CLIP
RAIL,OR WINDOW POST TO RAIL ONLY ON SIDE
RAIL OPPOSITE THE OPENING.
TS HEADER OR
WINDOW RAIL
HEADER OR WINDOW RAIL POST TO HEADER, BASE RAIL, OR
6 T❑ POST CONNECTION DETAIL WINDOW RAIL CONNECTION DETAIL
SCALE: NTS SCALE: NTS
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THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE
UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERvISE USE OP THIS DOCUMENT IS OJECT HGR: WSH DATE: B-21-14 SCALE: NTS JOB N13- 12117S
STRICTLr PROHIBITED AND ANY 1WRINGEMENT THEREUPON NAY BE SUBJECT TO
LEML ACTION. LIENT: — SHT. 11 DWG. N0: SK-3 V.: 3
I
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BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
NIPPLE TO 3/16
BASE RAIL 3/16
IS POST
NIPPLE TO 3/l6
BASE RAIL 3'16 - MINIMUM 6' LONG, MINIMUM
14 GA., TS NIPPLE. SECURE
o MINIMUM 6' LONG, MINIMUM of WITH C4) 1/4'x1' SELF-DRILLING
14 GA., TS NIPPLE. SECURE EACH FASTENERS
WITH(4) 1/4'xl' SELF-DRILLING
o' 'o FASTENERS
TS POST
3-12 DOUBLE TS HEADER
3-12
I
DOUBLE HEADER/POST POST/DOUBLE HE
8 CONNECTION DETAIL 9 CONNECTION DETAIL
SCALE: NTS SCALE: NTS
j
o TS POST
3/16
NIPPLE TO MINIMUM 12' LONG, MINIMUM
BASE RAIL 3/16 14 GA., TS NIPPLE. SECURE EACH
WITH (4) 1/4'x1' SELF-DRILLING
FASTENERS
TS CONTINUOUS
BASE RAIL
POST/BASE RAIL
to SCILE
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THIS DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES, INC. THE RO.IECT MGR: VSM DATE: 8-21-1� SCALE: NTS JOB ND 12117S
UNAUTNHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE Of THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION. LIENT: - SHT. 12 DVa N0 SK-3 EV.13
I
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'BOX EAVE RAFTER LEAN-TO OPTIONS
I
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11
13
1
1 5 ;
4 24' 16 GA. U—CHANNEL
BRACE FASTENED TO 12 1
RAFTER WITH (2)1/4'xl'
SDF'S AT EACH END 13 5 1
(4 PER BRACE) 4
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ROOF EXTENSION OPTION MAIN STRUCTURE STANDAR➢ LEAN—TO OPTIO
2 3 2 3 2 3 2 3
4 8 4 8 4 8 4 B
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TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH ❑PTIONS SHOWN)
SCALE, 1/8' = 1'-0'
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TS BOX EAVE RAFTER _
3/16
NIPPLE TO
12' LONG TS 14 GA. RAFTER 3/16 /e
NIPPLE. SECURE POST �=
TO NIPPLE WITH — SECURE WITH
(4) 1/4'x1' SDF'S �
(4) 1/4'x1' SDF'S
(EACH END)
GA. ANGLE CLIP
SECURE TO POST AND
+' RAFTER WITH 1/4'xl' SDF'S
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LTS EXTENSION
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THIS DOCUMENT IS THE PROPERTY OF HOORE AND ASSOCIATES, INC. THE p.lEtT MGR: VSM DATE: 8-21-1� SCALE: NTS JDB ND 121175
UNAUTHORIZED REPRODUCTION,COPYING,OR OTHERWISE USE Or THIS DOCUENT IS
STRICT Y PRO IBITED AND ANY [WRINGEHENT THEREUPON 14AT BE SUBJECT TO ISHT. 13 DWG NO SK-3 6EV 3
BOW RAFTER LEAN-TO OPTION
14
1
1 �24' 16 GA.U-CHANNEL
6 BRACE FASTENED T❑
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(4 PER BRACE)
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TYPICAL BOW RAFTER EAN-TO OPTION FRAMING SECTION
SCALE+ 1/8' = 1'-0'
I
TS BOW RAFTER _
SECURE WITH
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TS RAFTER %
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POST TO NIPPLE WITH (4) I/4'xl'
SDFS.
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THIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE PROJECT HGR: VSM DATE: B-21-14 SCALE; NTS JOB ND: 12117S
UNAUTHORIZED ORIZED REPRODUCTION,COPYING,OR OTHERWISE USE Or THIS DOCUMENT IS
LT ICCTAL LTPRO IBITCD AND ANY UiRINGEIHENT THEREUPON PAY BE SUBJECT TO LIENT: - HT. 1� DVfi NO $K-3 EV:13
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BOX EAVE RAFTER VERTICAL ROOF OPTION
I
26 OR 29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO PURLINS WITH
1/4'x1' S➢F'S WITH CONTROL
1 SEAL WASHER 2 AVERAGE 6' O.C.
SPACING
1 5 I
_ 12 4 12
Q 3 Q 3
--- 0.836-18 GAUGE
FLASHING FURRING CHANNEL 24 16 GA. U-CHANNEL i
-__ -- (PURLIN BRACE FASTENED TO p
RAFTER WITH (2) 1/4'xl' w
-___-- --_- SDF'S AT EACH END
-- _ - - (4 PER BRACE) u
W
30 MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION I TYPICAL SECTION
VERTICAL ROOF VERTICAL ROOF OPTION
SCALE- 1/8' = 1-0' SCALE: 1/8' = 1-0'
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[0.836-18 GAUGE FURRING CHANNEL SPACED NOT MORE
THAN 4'-0' O.C. AND FASTENED TO EACH RAFTER WITH
(2) 1/4'X1' SDF'S
I
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
III II 111 III !
I I - 111 III ` 1 II
..III I I II I'�I III
t� I I II III-I�It III II I II III I I��I III III II II I III i
6.
SEE NOTES
(PAGE 3)
—_- FLASHING FOR MAXIMUM
SPACING
3
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
r
TYPICAL SIDE ELEVATION TYPICAL FRAMING SECTION
VERTICAL ROOF VERTICAL ROOF OPTION
SCALE+ 1/8' = 1'-0' SCALE: 1/8' = 1-0'
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b Now FURRING CHANNEL 1 RAFTER -
O
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i STATE OF (ALTERNATE FOR VERTICAL ROOF PANELS)
: SCALE: NTS
e COPY I
MOORE ANDI ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE OJECT MPGR: VSM DATE: B-21-14 SCALE: NTS JOB ND 12117S
UNAUTHORIZED REPRODUCTION.COPYING,OR OTHERWISE USE OF THIS DOCUMENT IS
STRICTLY PROHIBITED AND ANY UiRINGEMENT THEREUPON MAY BE SUBJECT TO
LEGAL ACTION. LIENT: SHT. 15 DVG. ND SK-3 EW 3
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