HomeMy WebLinkAboutB14-2350A -FRAME
181-011 WIDE
BUTTE
COUNTY
OCT 17 2014
CARPORT STYLE BUILDINGS DEVELOPMENT
DESIGN NOTES
1. ALL CONSTRUCTION SHALL DE PROVIDED IN
ACCORDANCE WITH CDC 2013, ASCE 7-10, OSHA, AISC
360, AW50 1.1 CODES AND ALL APPLICABLE LOCAL
REQUIREMENTS.
2. RASE CONNECTIONS SHALL DE PROVIDED AS
SHOWN ON FOUNDATION DETAILS SHEET.
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER
NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL
OR EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL DE WELDED
CONNECTIONS.
5. ALL FIELD CONNECTIONS SHALL DE TEKS #12
(1/4"X1").
6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED
GALV. OR PAINTED STEEL - MAIN RID HT. 3/4"
(FY=80K51) OR EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND
CHANNELS SHALL DE GRADE 50 STEEL.
8. STRUCTURAL TUBE T52 1/2"X2 1/2"-14GA.15
EQUIVALENT TO T52 1/4"X2 1/4" -12GA. AND EITHER
CAN BE USED INTERCHANGEABLY.
DESIGN CRITERIA
PREVAILING CODE: CDC 2013
USE GROUP: U (CARPORTS, DARNS)
1.
2.
3.
4.
5.
DEAD LOAD (D) D = 4 PSF
ROOF LIVE/SNOW LOAD (Lr) Lr = 20 - 70 P5F
(AS PER SNOW LOAD)
SNOW LOAD (5)
GROUND SNOW LOAD
IMPORTANCE FACTOR
WIND LOAD (W)
DASIC WIND SPEED
EXPOSURE C
SEISMIC LOAD (E)
DESIGN CATEGORY
IMPORTANCE FACTOR
Pg = 20 - 90 P5F
15 = 0.8
V5=105-180 MPH
D
16 =1.00
LOAD COMBINATIONS:
1. D + (Lr OR 5)
2. D + (0.6W OR ±0.7E)
3. D + 0.75 (0.6W OR t0.7E) + 0.75 (Lr OR 5)
4. 0.60 + (0.6W OR t0.7E)
PERMIT `Z� C; CD
BUTTE COUNTY DEVELOPMENT SE
REVIEWED FOR
COD.-E� 00 PLIANCE
DATE L Qj= 4A --'3y'
SERVICES
DRAWING INDEX��
COVER SHEET ------ 1
SCHEDULES & MEMDER-
SECTIONS ---- 2
FRAME SECTIONS & DETAILS ------ 3
SPACING SCHEDULES -
& ENCLOSURE NOTES ------ 4
PURLIN & GIRT SCHEDULES ------ 5
SHEATHING OPTIONS ------ 6
SIDE WALL FRAMING
& OPENINGS ------ 7
END WALL FRAMING
& OPENINGS ------ 8-A, 8-13
CORNER BRACING DETAILS ------ 9
OPTIONAL LEAN-TO ADDITION ------ 10
FOUNDATION OPTIONS ------ 11-A TO 11-D
CERTIFICATION NOTICE
CERTIFICATION ON THESE DRAWINGS IS VALID FOR ONE YEAR
FROM DATE OF ISSUE
DATE OF ISSUE: 03/01 /2014
WIDTH:
ADDRESS:
BUILDING INFORMATION
HEIGHT:
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CML • s,rRUCI'URAL
5911 Rams- Plaae, Suiea B • Toledo, OH 43623
Tel. 419.292.1983 • Fay. 419-292-0955
--ug'.....mm
DRAWING INFORMATION
PROJECT: 18' WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
COVER SHEET
SHEET NO.: 1 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPUCA71ON OF THI5
DRAWING IN WHOLE OR PART 15 5TRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE
SEAL:
,FLOF ESS/O�
CIVIL �t<`2
OMAR A. m
d3U-YASEIN X
\F OF CAt-\FOE1
ATE EXPIRES: 12131/2014
DATESIGNED: FEB 15 2014
1�--1 L,4E�-
TABLE 2.1: MEMBER PROPERTIES
1
LADEL
COLUMN P05T
PROPERTYNO.
2.5" X 25'X 14GA TUBE
1
2
ROOF REAM
2.5" X 25'X 14GA TUBE
1
3
EASE RAIL
2.9'X 2.5" X 14GA TUBE
1
4
PEAK BRACE
2.9'X 2.5" 14GA CHANNEL
4
5
KNEE BRACES
2.5" X 1.5" 14GA CHANNEL
4
6
CONNECTOR SLEEVE
225" X 225" X 14GA TUDE
2
7
EASE ANGLE
2.5" X 2.9'X 3" LG.1/4" ANGLE
10
8
PURLIN
4.25" X 1.5"X 18GA / 14GA HAT CHANNEL
5
9
GIRT
4.25" X 1.5"X 18GA / 14GA HAT CHANNEL
5
10
SHEATHING
29 GA CORRUGATED SHEET
8
11
END WALL POST
2.5" X 2.9'X 14GA TUBE
1
12
DOOR POST
2.5" X 25'X 14GA TUDE
1
13
SINGLE HEADER
2.5" X 2.5" X 14GA TUDE
1
14
DOUBLE HEADER
DBL. 2.5" X 2.9'X 14GA TU13E
1
15
SERVICE DOOR / WINDOW
FRAMING
2.5" X 25X 14GA TUBE
1
16
ANGLE DFACKET
2" X 2" X 2" LG. 14GA ANGLE
7
17
STRAIGHT DRACKET
2" X 2" X 4" LG. 14GA PLATE
6
18
PB SUPPORT
2.9'X 25'X 14GA TUBE
1
19
DIAGONAL GRACE
2" X 2" X 14 GA TUBE
3
20
GADLE GRACE
2" X 2" X 14 GA TU13E
3
21
DD BRACKET
6" X 6" X 14GA PLATE
9
22
TRU55 SPACER
25'X 2.5" X 14GA TUBE
1
23
ALL FASTENERS
TEKS #12 X 3/4" SELF -DRILL SCREWS W/
NEOPRENE/STEEL WASHER
TABLE 2 2 SHEATHING FASTE ER
THICKNESS =14GA
�aN
THICKNESS =14GA
2.5" X 2.5" 14GA TUBEr.-1 2.25" X 2.25" 14GA TUBE(—,-')
SCALE: NfS SCALE: NTS �
N
lI 2„'I
THICKNESS =14GA
2" X 2" 14GA TUBE 3
SCALE: NTS
u
2.5"
THICKNESS =14GA
2.5" X 1.5" 14GA CHANNELO
SCALE: NTS
1.50" I o
425"
THICKNESS =18GA / 14GA
4.25" X 1.5" X 18GA / 14GA O
HAT CHANNEL
SCALE: NTS
N SCHEDULE
•
CORNER PANELS
SIDE LAPS
EDGE LAPS
ELSEWHERE
0
6" C/C
MIN.1
4" C/C
8" C/C
0
0
FASTENER TYPE: TEK5 #12X1" SELF -DRILL SCREWS W/ NEOPRENE/STEEL
o
v
WASHER
BUTTE COUNTY
DIVISION THICKNE55=I4GA
BUILDING STRAIGHT BRACKET 6
APPROVE CALE: NTS
•
•
CORNER PANELS
SIDE LAPS
EDGE LAPS
ELSEWHERE
6" C/C
MIN.1
4" C/C
8" C/C
9„ 0 O
p � O
O
In n �I O 0
L L
36" 6"
THICKNESS = 29GA THICKNESS =14GA
29 GA CORRUGATED SHEATHING Pb BRACKET
5CALE:NTS 8 SCALE: NTS 9
N
0
o-
THICKNESS =14GA
ANGLE BRACKET 7
SCALE: NTS
THICKNESS =1/4"
BASE ANGLE 1O
SCALE: NTS
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CML • STRUCTURAL
5911 Remiss cc Place, Suit: D • Toledo, 01-143623
Tel. 419-292.1983 Fac. 419-292-0955
w�vw.aa<nginccrs.com
DRAWING INFORMATION
PROJECT: 18' WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
SCHEDULES AND
MEMBER SECTIONS
SHEET NO.: 2/ 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THIS
DRAWING IN WHOLE OR PART I5 5TRIMY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE
SEAL:
QROF ESS/ON
q
CIVIL
G,
OMAR A. m
SBU-YASEIN X
ST C73389 �Q
\F OF CAS -\FO/
DATE EXPIRES: 12131/2014
DATE SIGNED: FEB 15 2014
[4] PEAK BRACE
1 [2] ROOF BEAM
3 (---
I
I I
l 1
(5J KNEE DRACE - SEE
TADLE 3.1 FOR LENGTH
[1] COLUMN POST
BUTTE COUNTY
3 BUILDING DIVISION
[3] RASE RAIL APPROVED
1T-91/2"
TYP. A -FRAME SECTION
SCALE: NTS
12
�6, 3
[2] ROOF REAM
[5] KNEE BRACE -
ATTACH WITH (2) [23]
FASTENERS E.S.
[6]6"LG. CONNECTOR SLEEVE -
FIELD BOLT W/ (23] FASTENERS
E.S. - SEE TABLE 3.2 FOR NO. OF
FASTENERS READ.
[1] COLUMN POST
EAVE DETAIL 1
SCALE: NTS
TABLE 3.2 FASTENER SCHEDULE
TABLE 3.1: KNEE BRACE SCHEDULE i • •
EAVE HEIGHT KNEE DRACE LENGTH 105 TO 125 4
UP TO 24" 130 TO 155 6
9' T012' 36" 160 TO 180 8
[2J ROOF REAM
(4A] CHANNEL PEAK DRACE -
ATTACH W/ (2) [23] FASTENERS E.S.
(TOTAL 4 EACH END). MAINTAIN MIDI
1" EDGE DISTANCE AND SPACING
PEAK BRACE CONNECTION DETAILS�1
SCALE: NTS
[6] 6" LG. CONNECTOR SLEEVE.
FIELD DOLT W/ (23] FASTENERS
SEE TADLE 3.2 FOR NO.OF[1] COLUMN P05T
. FASTENERS REQD.
�Mz—
[31 BASE RAIL
EASE DETAIL 3
SCALE: NTS
NOTE: COLUMN POST MAY DE ADJUSTED t1" FOR LEVELING.
MANUFACTURER 15 NOT RESPONSIDLE FOR LEVELING OF GROUND
AND/OR CONCRETE SURFACE PROVIDED DY OTHERS.
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CIVIL• STRUCTURAL
5911 Renaissance Place, Suite B • Toledo, OH 43623
TeL 419-292.1983 • Fac. 419-292-0955
-maa-engineem—
DRAWING INFORMATION
PROJECT: 18' WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
FRAME SECTIONS
& DETAILS
SHEET NO.: 3 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPUCATION OF THIS
DRAWING IN WHOLP OR PART 5 5TRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE
SEAL:
µOFESS/O'v
CIVIL
OMAR A. m
ABU-YASEIN X
ST C73389 �Q
\F OF CA0FO�
DATE EXPIRES: 12/31/2014
DATESIGNED: FEB 15 2014
i
TABLE 4: FRAME SPACING SCHEDULE
J
GROUND
SNOW /
ROOF LIVE
ENCLOSED ;
WIND SPEED (MPH)
WIND SPEED (MPH)
LOAD (P5F)
105
115
130'
140
- 155
165
180
105
115
130
140
155
165
180
30/20
5
5
5
4.5/5
3.5
3
2.5
5
4.5/5
4/5 1
3.5/5
3/3.5
1 3
2.5
•
40/25
4.5/5
4.5/5
4.5/5
4.5/5
3.5
3
2.5
4.5
4.5
4/4.5
3.5/4.5
3/3.5
3
2.5
50/35
4/5
4/5
4/5
4/4.5
3.5
3
2.5
4
4"
4
3.5/4
3/3.5
3
2.5
•
•
60/40
70/50
3.5
3.5
3.5
3.5
3.5
3
2.5
3
3
3
3
- 3
3
2.5
3 3 3 3 3 3 2.5
3 3 3 3 3 3
2.5
•
80 / 60
3/3.5
3/3.5
3/3.5
3/3.5
3/3.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
90/70
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5
2.5/3- 2.5/3
2.5/3
2.5/3.
2.5/3
2.5/3
2
30/20
5
5
5
4.5/5,
4
3.5/4
3.5
5
4.5/5
4/5
3.5/5
3/4
3/4
3/3.5
•
40/25
4.5/5
4.5/5
4.5/5
4.5/5
•_4
3.5/4
3.5
4.5/5
4.5/5
4/5
3.5/5
3/4
3/4
3/3.5
50/35
4/5
4/5
4/5
4/5•
4
3.5/4
3.5
4
4
4
3.5/4
3/4
3/4
3/3.5
•
60/40
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3/3.5
3/3.5
3/3.5
•
70/50
3
3
3
3
3
3
3
3
3
3
3
3
3
3
80/60
3/3.5
3/3.5
3/3.54
3/3.5
3/3.5
3/3.5
3/3.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
90/70
',2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
30/20
5
5
5
4.5/5
4/4.5
3.5/4.5
3.5/4.5
5
4.5/5
1 4/5
.3.5/5
3/4.5
3/4.5
3/4
40/25
4.5/5
4.5/5
4.5/5
4.5/5
4/4.5
3.5/4.5
3.5/4.5
4.5/5 '
4.5/5
4/5
3.5/5
3/4.5
3/4.5
3/4
50/35
4/5
4/5
4/5
4/5
4/4.5
3.5/4.5
3.5/4.5
4/5
4/5
4/5
3.5/5
3/4.5
3/4.5
3/4
60/40
70/50
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3/3.5
3/3.5
3/3.5
3 3 3 3 3 3 3
3 3 •3 3 3 3
3
80 / 60
3/3.5
3/3.5
3/3.5
3/3.5
3/3.5
3/3.5
3/3.5
2.5
2.5
2.5
2.5-
2.5
2.5
2.5
90 / 70
2.5/3
2.5/3 1
2.5/3 1
2.5/3
2.5/3
1 2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
2.5/3
NOTES:
1. FRAME SPACINGS ARE IN UNITS OF FEET (FT).
2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL SHEATHING.
3. SNOW LOADS AND ROOF LIVE LOADS ARE 1N POUNDS PER SQUARE FOOT (PSF). WIND SPEED 153 SEC. GUST 1N MILES PER HOUR (MPH).
4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED.
BUTTE COUNTY
_BUILDING DIVISION
APPROVED
GENERAL ENCLOSURE NOTES:
1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE A5 SHOWN ON THE RIGHT.
2. THE MAX. BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 50'-0". THI5 CAN DE INCREASED
BY ADDING A DOUBLE FRAME AT THE CENTER TO DREAK THE LENGTH OF THE BUILDING.
3. FOR ENCLOSED BUILDINGS, ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15
ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GADLE FRAMING (SEE SHEET 8A) OR A
'DOUBLE END FRAME.
4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP.TO 3'
ENCLOSED THERE 15 NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' SIDE WALL
ENCLOSURES, THE SPACING FROM ADOVE TABLES NEEDS TO BE REDUCED BY 6".
5., OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING
TO SUPPORT THE PARTIALLY ENCLOSED 51PE WALL. SEE SHEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING
DETAILS. 5CALE: NTS
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
. I z i i i
A&A ENGINEEPJNG
CML • STRUCTURAL
5911 Renaissance Placc, Suite R • Toledo, OH 43623
TcL 419-292-1983 • Far. 419-292-0955
--m nc-ni
DRAWING INFORMATION
PROJECT: 16 WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
SPACING SCHEDULES &
ENCLOSURE NOTES
SHEET NO.: 4 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THI5
DRAW NG IN WHOLE OR PART 15 STRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE
SEAL:
�OQ,p,OFESS/0
CIVIL (�2
w OMAR A. m
BU-YASEIN
s� C73389 �Q
9TF OF CA��FO�
TYP. OPEN BUILDING I DATEEXPIRES: 92/37/2094
SCALE: NTS DATE SIGNED: FEB 15 2014
TABLE 5.1: PURLIN SPACING SCHEDULE
NOTES: I -
1. PURLIN SPACING UNITS ARE 1N INCHES.
2. FRAME SPACING NEEDS TO DE DETERMINED FROM TADLE 4.
swexej I AII &I VA'VAITO I ilk 61=101
FRAME WIND SPEED (MPH)
SPACING 105 115 130 140 155 165
GROUND
/
ROOF LIVE
LOAD (P5F)
14GA.
1. GIRT SPACING UNITS ARE IN INCHES.
HAT CHANNEL PURLIN
Maxwell, CA 95955
2. THIS SCHEDULE 15 TO DE USED FOR 60TH
18GA.
1-877-604-2777
HAT CHANNEL PURLIN
�oommmmm
WIND SPEED (MPH)
WIND SPEED (MPH)
105 115 130 140 155 165
180
105 115 130 140 155 165 180
30/20
54
48
42
36
30
24
24
36
30
24
1 18
18
12
12
40/25
48
48
42
36
30
24
24
30
30
24.1
18
18
12
12
PURLiN & GIRT SPACING
50/35
48
48
42
36
30
24
24
24,
24
24
18
18
12
12
60/40
70/50
36
36
36
36
30
24
24
18
18
18
18
18
12
12
36 36 36 36 30 24 24
18 18 18 18 18 12
12
80 / 60
30
30
30
30
30,24
�oe CIVIL
24
18
18
1 18
18
18
12
12
90/70
24
24
24
24
24
24
24
12
12
12
12
12
12
12-
2-30/20
30/20
54
48
42
42
36
30
30
48
36
30
24
18
18
12
40/25
48
48
-42
42
36
30
30
4.2.
36
30
24
18
18
12
50/35
48 •48
42
•42
36
30
30
30
30
30
24
18
18
12
60/40
42
42
42
42'
36
30
30
30
30
30
24
18
18
12
70 / 50
42
42
42'
42' 36
30,
30
24
24
24
24
18
18
12
80 / 60
,90/70
36
36136136
36'
30
30
18
18
18
18
18
18
12
36 36 1,36 1,36 36 30 30
18 18 18 18 18 18
12
30/20
54
48
42
42
36
36
30
54
48
36
30
24
24
18
40/25
48
48
42
42
36
36
30
48
48
36
30
24
24
' 18
50/35
48
48
42
42
36
36
30
42
42
36
30
24
24
18
60/40
42
42
42
42
36
36
30
36
36
36
30
24 1
24 1
X18
70/50
80/60
42
42
42
42
36
36
30
30
30
30
30
24
'24
18
36 36 36 36 36 36 30
•24 •24 -24 24 24 24
18
90/70
36
361
36 1
36
36
36
30
24
24
24
24
24
24
18
30/20
54
48
42
42
36
36
30
54
48
42
42
36
30
30
40/25
50/35
48 '48 '42
'42.
36
36
30
48
48
42 1
42
36
30
30
48 48 42 42 36' 36 30
48 48 42 42, 36 .30 1.30
60/40
42
42
42
'42.
36
36
30
42
42
42
42
36
30
30
70/50
42
42 ;42
42 •36
36
30
42
42
42
42
36
30
30
80/60
36
36
1 36'
36
36
36
30
36
36
36
36
36
30
30
90/70
36
`36'
36.
36'
36
36
30
36
36
36
36
36
30
30
30/20
54
48
42
42
36
36
30
54' 48
1 42 1
42
36
-36
30
40/25
48
48
42
42
361
361
30
48
48
42
42 ,36 1,36
1
30
•
50/35
48
48
42
42
36
36
30
48
48
'42
42
36
36' 30
60/40
42
42.
42
42
36
36
30
42
42
42
42
36
36
30
•
70/50 a
80/60
42
42
'42
,42 36
36
30
'42
42
42
42
36
36'
30
36 36 36 36 36 36 30
'36 36 36 36 36 36
30
90/70
36 1,36
1 36 136
36
36
30
.36 1,36
136 1,36
36
36
-30
NOTES: I -
1. PURLIN SPACING UNITS ARE 1N INCHES.
2. FRAME SPACING NEEDS TO DE DETERMINED FROM TADLE 4.
swexej I AII &I VA'VAITO I ilk 61=101
FRAME WIND SPEED (MPH)
SPACING 105 115 130 140 155 165
180
�ommmmmm
1. GIRT SPACING UNITS ARE IN INCHES.
e.
/n s
Maxwell, CA 95955
2. THIS SCHEDULE 15 TO DE USED FOR 60TH
1-877-604-2777
14GA AND 18 GA PURLINS.
3. FRAME SPACING NEEDS TO DE DETERMINED
�oommmmm
ENGINEERED BY:
FROM TADLE 4.
A&A ENGINEERING
�0000mmm
'
CML • STRUCTURAL
5911 Renaissance Place, Suite B • Toledo, OH 43623
�DDODmmm
w —aa-cnginc—co.-
DRAWING INFORMATION
-
PROJECT: 16 WIDE DUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
• MANUFACTURED BY:
NOTES:
f
a
a:
M
y
1. GIRT SPACING UNITS ARE IN INCHES.
e.
/n s
Maxwell, CA 95955
NOTES:
270 Old Highway 99
1. GIRT SPACING UNITS ARE IN INCHES.
Maxwell, CA 95955
2. THIS SCHEDULE 15 TO DE USED FOR 60TH
1-877-604-2777
14GA AND 18 GA PURLINS.
3. FRAME SPACING NEEDS TO DE DETERMINED
ENGINEERED BY:
FROM TADLE 4.
A&A ENGINEERING
'
CML • STRUCTURAL
5911 Renaissance Place, Suite B • Toledo, OH 43623
Tel. 419-292.1983 • Fac. 419-292-0955
w —aa-cnginc—co.-
DRAWING INFORMATION
-
PROJECT: 16 WIDE DUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
-
SHEET TITLE:
PURLiN & GIRT SPACING
SCHEDULES
SHEETNO.: 5 / 11
-
DRAWN BY: IZM DATE: 2/15/14
.•
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATON OR DUPUCATION OF THI5
DRAWING IN WHOLE OR PART 5 5TRICTLY FORBIDDEN.
_
'
ANYONE DOING 50 WILL BE PRO5ECUfED UNDER THE
FULL EXTENT OF THE LAW.
-
- DRAWINGS VALID UP TO 1 YEAR FROM DATE OF I55UE
SEAL:
i
�pFESS/O
- BUTTE COUNT(
�oe CIVIL
BUILDING DIVISION
c
APPROVED
OMAR A.
m
BU-YASEIN
X
sT C73389 �Q
9TF OF CA1-\FOES
DATE EXPIRES: 12/31/2014
DATE SIGNED: FEB 15 2014
v
f � '
(10) SHEATHING [11] END WALL POST
SEE TABLE 22 FOR
FASTENER SCHEDULE
TYP. HORIZONTAL SHEATHING DETAIL 1
SCALE: NTS .
BUTTE COUNT ",,;
TDYAP. HORIZONTAL SHEATHING BUILDING DIVISION {
S APPROVE® ;
rni of ioi uc ��iC -
SEE TABLE 22 FOR �Y
FASTENER SCHEDULE
[10) SHEATHING i
6 [8] PURLINS ATTACH PURLINS TO
ROOF BEAMS W/ (2)
[23]FASTENERS
ROOF VERTICAL SHEATHING DETAIL 2
_ SCALE: NT5
I W ..
w_ ATTACH GIRTH TO POSTS 1
W a W/(2)(23]FASTENERS
300�, C9
6 (9) GIRT5
TYP. VERTICAL SHEATHING 1 '•,
SCALE: NTS t -
GENERAL SHEATHING'NOTES:
1. DUILDING5 CAN HAVE ANY COMBINATION OF HORIZONTAL OR ' - _ SEE TA13LE 22 FOR •\\ \
VERTICAL SHEATHING ON ROOFS AND WALLS. FASTENER SCHEDULE
.2. BOTH HORIZONTAL AND VERTICALS ROOF, SHEATHING CAN HAVE
MAX. 6" OVERHANG. [9] GIRTS
3. USING VERTICAL SHEATHING MAY ALLOW FOR GREATER FRAME [10] SHEATHING
SPACING. SEE NOTE 2 UNDER TA13LE 4.
WALL VERTICAL SHEATHING DETAIL 3
r SCALE: NTS
MANUFACTURED BY:
.y
�n 5
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CIVIL • STRUCTURAL
5911 Re-i—ce Place, Suite B • Toledo, OH 43623
Tel. 419-292-1983 • F— 419-292-0955
w,vw.aacnginc—c..
DRAWING INFORMATION
PROJECT: 1S' WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
SHEATHING OPTIONS
AND DETAILS
SHEETNO.: 6 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THI5
^^I DRAWING IN WHOLE OR PART LS STRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
1 - DRAWINGS VALID UP TO I YEAR FROM DATE OF LS5UE
SEAL:
�OQq,OFESS/O�N
CIVIL t02
OMAR A. m
{ ABU-YASEIN
I
C73389 �F
9TF OF CAo-f
DATE EXPIRES: 12/31/2014
DATESIGNED: FEB 15 2014
MAX. 2 CUT FRAMES
[12] DOOR P05T
5j [616" LIS. CONNECTOR
/ SLEEVE. FIELD BOLT -
/ SEE TA13LE 3.2 FOR NO.
OF FASTENERS REQD.
V
/ [5] BASE RAIL
/ DOOR P05T BOT. CONN. DETAIL
/ SCALE: NTS 1
�- CLEAR 6AY EACH SIDE OF
OVERHEAD DOOR OPENING & AT
BUILDING CORNERS
SIDE WALL OVER HEAD DOOR OPENINGS
SCALE:NTS
MIN. 12" FROM CORNERS
OR COLUMN P05TS TO
ACCOMMODATE ANCHORS
IF BASE RAIL 15 REMOVED
6 OPENINGS SIZED TO FIT
7 SERVICE DOOR AND
WINDOW
SIDE WALL SERVICE DOOR / WINDOW OPENINGS
SCALE: NTS
SIDE WALL FRAMING NOTES:
[15] WINDOW FRAMING
161 ANGLE CLIP. SECURE
TO COLUMN POST AND
HEADER W/ (4) [23]
FASTENERS E.5,
TYP. WINDOW FRAMING 2
CONN. DETAIL
SCALE:NT5
[6] 6" LG. CONNECTOR
SLEEVE. FIELD 60LT - SEE
TABLE 3.2 FOR NO. OF
FASTENERS REQD.
[11 COLUMN POST
A60VE HEADER
[14] DOUDLE HEADER
1/8" FILLET -1-1/2" LG. @ 12"
GC STITCH WELD BOTH
SIDES STAGGERED - TYP.
COLUMN POST ABOVE DOOR 3
HEADER CONN. DETAIL
5CALE:NT5
[16] ANGLE CLIP.
SECURE TO COLUMN
POST AND SERVICE
DOOR / WINDOW
FRAMING W/ (4) [23]
FASTENERS E.5.
[15] SERVICE DOOR / -
WINDOW FRAMING
(1] COLUMN POST
[16] ANGLE CLIP. SECURE TO
COLUMN P05T AND HEADER
W/ (4) [23] FASTENERS E.S.
[14] DOUDLE HEADER
1/8" FILLET -1-1/2" LG. @ 8"
C.0 STITCH WELD BOTH
[1] COLUMN POST
SIDES STAGGERED - TYP.
[12] DOOR P05T
[616" I.G. CONNECTOR
SLEEVE. FIELD BOLT -
SEE TABLE 3.2 FOR NO.
TYP. SERVICE DOOR / WINDOW OF FASTENERS REQD.
FRAMING CONN. DETAIL 4 COLUMN POST ABOVE DOOR 5
SCALE: NT5 HEADER CONN. DETAIL
5CALE:NTS I
1. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON P05T LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. BUTTE COUNTY
2. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. t
3. MIN.1 CLEAR BAY MUST DE MAINTAINED 6ETWEF-N ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR BAY 15 A SPACE BUILDING DIVISION
BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. ®�
4. MIN.1 CLEAR DAY MUST ALSO 6E MAINTAINED FROM THE 6UILDING CORNERS.
5. SERVICE DOORS AND WINDOWS CAN DE PLACED IN CLEAR DAYS OR ANY WHERE ELSE AS NEEDED.
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
710
A&A ENGINEERING
CML • ST'RUCT'URAL
5911 Re-i—ee Place, Suite R • Toledo, 01-143623
TcL 419-292-1983 • Fac. 419-292-0955
wtnv.—gincem.mm
DRAWING INFORMATION
PROJECT: 18' WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
SIDE WALL FRAMING &
OPENINGS
SHEET NO.: 7 /11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THIS
DRAWING IN WHOLE OR PART I5 STRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PRO5ECUIED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF L55UE
SEAL:
Q�LOFESS/ON9
CIVIL
OMAR A. m
SBU-YASEIN X
X '� C73389 �P
\F OF CA%-\�
DATE EXPIRES: 12/31/2014
DATE SIGNED: FEB 15 2014
55— �7, p 10
9 8-B
8-B
SEE TABLE 8-A.1 FOR MAX. % III MIN. 12"
END WALL P05T SPACING III 10 CORNER
_IIIIII I OFFSET
7 4b III
4 8 B C III 2
8-Bolqe
I9
pOd?-
III
��I I \N�
MIN. 12"
CORNER
OFFSET OQ p\ MIN. 12" BETWEEN
_i i� lel
SEE TABLE &-&I FOR MAX.
END WALL P05T SPACING
4
8-B
G� 5
II 8-B \
III Ord
III
END WALL GADLE5
III 1 /
\)I OPENINGS
OPENINGS SCALE: NTS
8B
END WALL OVER HEAD DOOR OPENINGS
\ I \QA 2 SCALE: NTS��
0� . SEE TABLE 8-A.1 FOR MAX.
END WALL POST SPACING
d� I
III
MIN. 12" FROM
CORNERS OR END
WALL P05TS TO
ACCOMMODATE
ANCHORS IF BA5E
RAIL 15 REMOVED
"12
SE
EN
x
G
r III
8-B III
,rt OPENINGS SIZED
TO FIT SERVICE
1 DOOR AND WINDOW
8-B
END WALL SERVICE DOOR AND WINDOW OPENINGS
SCALE: NTS
��7aY�r
I
I
END WALL FRAMING NOTES:
1. MIN. 12" CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR)
AND FROM CORNERS.
2. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED,
3. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL
BRACE CONNECTION DETAILS.
SGALE: NT5
TABLE 6-A.1: END WALL P05T
5PA(:IN� ci(:HFnI II F
WIND SPEED
(MPH)
UP TO 7'
EAVE HEIGHT
6 TO 9'
10' TO 12'
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY: 9
A&A ENGINEERING
CIVIL • STRUCTURAL
5911 Rcnaissancc Place, Suite B • Toledo, OH ,M23
T.I. 419-292-1983 • Fax. 419.292-0955
wsn m-enginec—ii
DRAWING INFORMATION
PROJECT: 18' WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
END WALL
FRAMING
SHEETNO.: 8-A / 11
DRAWN BY: VM DATE: 2/15/14
C ED BY: OAA DATE: 2/15/14
j\,EGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THIS
IN WHOLE OR PART I5 5TRICTLY FORBIDDEN.
NE ING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
-0 NGS VALID UP TO I YEAR FROM DATE OF ISSUE
SEAL:
rABU-YASEIN
OFESS/O�VILR A. m
\ C73389 ��Q-
\F OF Cpl\FO/
DATE EXPIRES: 12/31/2014
DATESIGNED: FEB 15 2014
[12] DOOR POST
[17] STRAIGHT BRACKET
[16] ANGLE BRACKET.
SECURE TO DOOR POST
SECURE TO DOOR POST
AND BASE RAIL W/ (4)
AND BASE RAIL W/ (4)
[23] FASTENERS
[23]FASTENERS
[3] BASE RAIL
DOOR P05T BA5E RAIL CONN. DE�
SCALE: NTS
[3] SIDE WALL BASE RAIL
[1] COLUMN P05T
[6] 6" LG. CONNECTOR
SLEEVE — SEE TABLE 3.2 FOR
NO. OF FASTENERS REQD.
[16] ANGLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
W/ (4) [23] FASTENERS
[3] END WALL BASE RAIL
CORNER DETAIL 2
SCALE: NTS
[11] END WALL POST
[16] ANGLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
W/ (4) [23J FASTENERS E.S.
[3] BASE RAIL
(11] END WALL POST
(16] ANGLE CLIP. SECURE TO
END WALL P05T AND DOOR /
WINDOW FRAMING W/ (4)
[23] FASTENERS E.5.
[15] SERVICE DOOR /;I
WINDOW FRAMING
TYP. SERVICE DOOR / WINDOW 6
FRAMING CONN. DETAIL
SCALE: NTS
END WALL POST- 13ASE��
RAIL CONN. DETAIL
(2] ROOF BEAM
6 y
[16] ANGLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
[17] STRAIGHT BRACKET. SECURE W/ (4) [23] FASTENERS E.5.
TO DOOR POST AND BASE RAIL [11] END WALL POST
W/ (4) [231 FASTENERS 505 OR [12] DOOR P05T
END WALL POST - ROOF BEAM CONN. DETAIL 4
SCALE: NTS
[11] END WALL P05T
ABOVE HEADER
[16] ANGLE CLIP.
SECURE TO DOOR P05T
AND BASE RAIL W/ (4)
[23] FASTENERS E.5.
[13] SINGLE HEADER
END WALL POST ABOVE HEADER CONN. DETAIL -5"\
SCALE: NTS
[ll] END WALL P05T
[16] ANGLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
W/ (4) [23] FASTENERS E.S.
[13] SINGLE HEADER
HEADER - END WALL POST CONN. DETAIL 7
SCALE: NT5
[15] ANGLE CLIP. SECURE TO
HEADER AND COLUMN POST
W/ (4) [23] FASTENERS E.S.
[13] SINGLE HEADER
[11] COLUMN P05T AT
GABLE HEADER - CORNER POST CONN. DETAIL 8
SCALE: NTS
[11] END WALL P0:
P05T ABOVE HEADS
[16] ANGLE CLII
SECURE TO DOOR P05
AND BASE RAIL W/ (,e
[23] FASTENERS E.;
)UBLE HEADER
r -1-1/2" I.G.
STITCH
WELD BOTH SIDES
STAGGERED—TYP.
END WALL POST ABOVE DOUBLE s
HEADER CONN. DETAIL
SCALE: NTS
[11] END WALL POST ��
[16] ANGLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
W/ (4) [23] FASTENERS E.5.
[14] DOUBLE HEADER
1/8" FILLET—1-1/2" LG. @ 8"
C.0 STITCH WELD BOTH
SIDES STAGGERED — TYP.
DOUBLE HEADER - END WALL to
P05T CONN. DETAIL
SCALE: NTS
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY: 0
A&A ENGINEERING
CML • STRUCI'URAL
S911 Renai—m Mice, Suite B • Toledo, OH 43623
Tel. 419-292.1983 Fu. 419-292-0955
DRAWING INFORMATION
PROJECT: 16 WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
END WALL FRAMING
DETAILS
SHEET NO.: 8-13 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THI5
DRAWING IN WHOLE OR PART 15 5TR CTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VALID UP TO I YEAR FROM DATE OF I55UE
SEAL:
BUTTE GOi J NTT
BUILDING DISIOCIVILAPPP® ti
�
G,
OMAR A. m
ABU-YASEIN X
LPA C73389 �Q
OF CAUF°�
DATE EXPIRES: 12131/2014
DATE SIGNED: FEB 15 2014
[22] DB DRACKET. SECURE
TO CORNER POST AND
DIAGONAL BRACES W/ (6)
[24] FASTENERS A5 SHOWN
[2) ROOF BEAM
[20] DIAGONAL
BRACES
[1] COLUMN POST
AT CORNER
DIAGONAL BRACE TOP CORNER CONN. DETAIL -1-"\
SCALE:NT5
[20] DIAGONAL DRACES
[1] COLUMN POST OR
[11] END WALL POST
21 DD DRACKET. SECURE TO
IST AND DIAGONAL DRACES W/
1 [24] FASTENERS AS SHOWN
DIAGONAL BRACE - POST CONN. DETAIL 2
5CALE:NTS
[22] DD BRACKET. SECURE TO
POST, RASE RAIL AND
DIAGONAL DRACES W/ (6)
[24]FASTENERS AS SHOWN
[3] END WALL I
^'-UMN POST AT CORNER
[20] DIAGONAL BRACES
3] SIDE WALL RASE RAIL
DIAGONAL BRACE BOT. CORNER CONN. DETAIL 3
SCALE:NTS
CORNER DIAGONAL
DRACING - SEE NOTES
FOR REQUIREMENTS
DIAGONAL BRACING AT CORNERS
SCALE: NTS
II
III
III
III
III
BUTTE OOUN I y
BUILDING DIVISION
APPROVED
CORNER BRACING NOTES:
1. DIAGONAL DRACING AT DUILDING CORNERS 15 REQUIRED FOR
FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED 15
140 MPH OR GREATER.
2. IF CORNER DRACING 15 REQUIRED DUT THE BUILDING 15 MISSING
AN END WALL THEN THE DUILDING MUST DE DESIGNED AS AN
OPEN DUILDING (USE SPACING FOR OPEN DUILDING IN TADLE 4.1).
3. DIAGONAL DRACING IS ALSO REQUIRED ON THE CORNERS ON THE
SIDE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY
ENCLOSED.
,I MANUFACTUREDBY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY: 0
A&A ENGENEERING
CIVIL. • STRUCTURAL.
5911 Re-i—ce Place, Suite B • Toledo, Oli 43623
Tel. 419-292-1983 Fay. 419-292-0955
c.....'
DRAWING
DRAWING INFORMATION
PROJECT: 16 WIDE 13UILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
CORNER BRACING DETAILS
SHEET NO.: 9 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THIS
DRAWING IN WHOLE OR PART 15 51RICILY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE
SEAL:
lrABU-YASEIN
e Fvl FESS/ONC
VILG)
R A.
LS) \ C73389 �Q
\F OF CAv�F/
DATE EXPIRES: 12/3112014
DATE SIGNED: FEB 15 2014
.
I% -
I
I ;;-
DIAGONAL BRACING AT CORNERS
SCALE: NTS
II
III
III
III
III
BUTTE OOUN I y
BUILDING DIVISION
APPROVED
CORNER BRACING NOTES:
1. DIAGONAL DRACING AT DUILDING CORNERS 15 REQUIRED FOR
FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED 15
140 MPH OR GREATER.
2. IF CORNER DRACING 15 REQUIRED DUT THE BUILDING 15 MISSING
AN END WALL THEN THE DUILDING MUST DE DESIGNED AS AN
OPEN DUILDING (USE SPACING FOR OPEN DUILDING IN TADLE 4.1).
3. DIAGONAL DRACING IS ALSO REQUIRED ON THE CORNERS ON THE
SIDE WALLS WHEN THE ADJACENT END WALL 15 PARTIALLY
ENCLOSED.
,I MANUFACTUREDBY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY: 0
A&A ENGENEERING
CIVIL. • STRUCTURAL.
5911 Re-i—ce Place, Suite B • Toledo, Oli 43623
Tel. 419-292-1983 Fay. 419-292-0955
c.....'
DRAWING
DRAWING INFORMATION
PROJECT: 16 WIDE 13UILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
CORNER BRACING DETAILS
SHEET NO.: 9 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THIS
DRAWING IN WHOLE OR PART 15 51RICILY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE
SEAL:
lrABU-YASEIN
e Fvl FESS/ONC
VILG)
R A.
LS) \ C73389 �Q
\F OF CAv�F/
DATE EXPIRES: 12/3112014
DATE SIGNED: FEB 15 2014
[2] ROOF BEAM
MAIN BUILDING
OPTIONAL LEAN-TO ADDITION
SCALE: NTS
[6] 12" LG. CONNECTOR SLEEVE -
FIELD DOLT TO BOTH TUBES W/
I [24] FASTENERS - SEE TABLE 32
FOR NO. OF FASTENERS REOD.
[2] ROOF BEAM -
LEAN-TO ADDITION
[6] 6" LG. CONNECTOR SLEEVE
FIELD BOLT W/.[24] FASTENERS I /y/N
E.5. - SEE TABLE 3.2 FOR NO. OF I 6^
FASTENERS REOD.
[1] COLUMN POST - FOR EAVE HEIGHTS
GREATER THAN &'-O" INSERT TS 225 X
2.25 X 14GA TUBE INTO COLUMN POST
LEAN-TO ATTACHMENT DETAIL��
SCALE: NTS '
BUTTE COUNTY
BUILDING DIVISION
APPROVED
LEAN-TO ADDITION NOTES:
1.LEAN-TO ADDITIONS CAN DE ADDED ON EITHER OR BOTH SIDES OF
THE DUILDING.
2. ROOF SLOPE AND PURLIN, GIRT AND FRAME SPACINGS OF THE
ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE..
3. IF THE LEAN-TO ADDITION 15 "OPEN "(BOTH END WALLS OR SIDE WALL
15 NOT ENCLOSED), THE DESIGN OF THE MAIN BUILDING HAS TO USE
THE FRAME SPACING OF AN OPEN DUILDING FROM TABLE 4.
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
-
i i i
A&A ENGINEERING
CML • STRUCTURAL
5911 Rm ,i—ce Place, Suite B • Toledo, OH 43623
Tel. 419-292-1983 F.-419-292-0955
�nnvti�<nginccrs.mm
DRAWING INFORMATION
PROJECT: 18' WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
OPTIONAL LEAN-TO
ADDITION
SHEETNO.: 10 / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPLICATION OF THIS
DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE
SEAL:
/,j,,OFESS/O�`
CIVIL t<`2
G)
OMAR A. m
m
—ABU-YASEIN
\ C73389 �P
OF CAS -\FOS
DATE EXPIRES: 12131/2014
DATESIGNED: FEB 15 2014
CONCRETE SLAD FOUNDATION NOTES:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB
FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A
THRU D CAN DE USED.
2. EITHER OPTION 1 'EDGE OFFSET' OR OPTION 2 'NOTCHED EDGE'
DETAIL CAN BE USED.
3. FOR OPTION 1 THE MIN. SLAD SIZE SHALL BE EQUAL TO THE
OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION.
3. FOR OPTION 2 THE MIN. SLAD SIZE SHALL BE EQUAL TO THE SIDE
DIMENSIONS OF THE BUILDING DIMENSIONS.
4. CONCRETE ANCHORS SHALL BE LOCATED AT EVERY NEXT TO
EVERY P05T AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS
SHALL DE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH
END WALLS - ONE ON EACH DA5E RAIL.
5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS
MENTIONED 1N TABLE 11-A.1.
6. DEPTH OF SLAD TURN DOWN FOOTING SHALL BE GREATER THAN
FROST DEPTH SPECIFIED PER LOCAL CODE.
7. CONTROL JOINTS SHALL DE PLACED 50 AS TO LIMIT MAX. 5LA0
SPANS TO 201N EACH DIRECTION.
8. ASSUMED SOIL DEARING CAPACITY 15 TO DE A MIN. OF 1500 PSF.
9. CONCRETE STRENGTH TO BE A MIN OF 2500 P51 na 28 DAYS.
TABLE 11-A.1: CONCRETE
SLAB ANCHOR SCHEDULE
7155
TO 140 1/2"0 X 7" MAX. 6"
TO 180 516-0 X 7" ANCHOR - SEE
NOTES: TABLE 11 -Al
1. EXPANSION ANCHORS, WEDGE ANCHORS OR ADHESIVE
ANCHORS MAY BE USED.
2. MIN. EMBEDMENT DEPTH TO BE 4".
3. ANCHORS TO DE SPACED NO MORE THAN 6" FROM
POSTS. °
4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER.
MIN. 4" EDGE DI5T.
[1] COLUMN POST j ANCHOR - SEE
TABLE 11-A1
II III
� III
� � III III /Ips / II I
M�2�n III /
/
CONTROL JOINT 2
S SPACED AT \ \ Y / �p�•
MAX. 20'-0" O.C.
1
11-A
CONCRETE SLAB FOUNDATION
SCALE: NT5
SECTION A -A
MIN. 4" EDGE 0]ST.
[1] COLUMN POST
- [3] DA5E RAIL
MIN. 4" THY.A I [3] BASE RAIL A
CONCRETE SLAD /I
GRADE
W6X6 / 6 WELDED
WIRE OR FIRER MESH A J A 8
(3) #4 REBAR CONT. * --,� Q
oc ALT. NOTCHED EDGE DETAIL
do
Qo
OPTION 1: EDGE OFFSET DETAIL 1
SCALE: NTS
3"
ANCHOR - SEE - I ,4I — [1] COLUMN POST
TABLE 11-A1 �/ /,-- [3] BASE RAIL
W6X6 / 6 WELDED
WIRE MESH e
BUTTE 00fM -
UILDING DIVISION
NPPROVED
OPTION 2: EDGE FLUSH DETAIL O
SCALE: NTS
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY: 0
A&A ENGINEERING
CIVIL • STRUCTURAL
5911 Renai—ce Place, Suitc B . Toledo, OH 43623
Tel. 419-292.1983. Fac. 419-292-0955
mnv m—gincem.com
DRAWING INFORMATION
PROJECT: 16 WIDE DUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
FOUNDATION OPTION 1:
CONCRETE SLAB
SHEETNO.: 11-A / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPUCATION OF THIS
DRAWING IN WHOLE OR PART 15 5TRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE
SEAL:
;ROFESS/ON
q
CIVIL �0,
I--
OMAR A. m
SBU-YASEIN X
C73389 �F
\F OF CAOF
DATE EXPIRES: 12/31/2014
DATESIGNED: FEB 15 2014
'
J Z
a•
W LLj
CN
� U
SECTION B -B
MIN. 4" EDGE DIST.
[7] DA5E ANGLE
ANCHOR - SEE TABLE 11-A1
[1] COLUMN POST
MIN. 4" THK 13
�[3] BASE RAIL
CONCRETE SLAB F-
L_I!
W6X6 / 6 WELDED
WIRE MESH e
BUTTE 00fM -
UILDING DIVISION
NPPROVED
OPTION 2: EDGE FLUSH DETAIL O
SCALE: NTS
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY: 0
A&A ENGINEERING
CIVIL • STRUCTURAL
5911 Renai—ce Place, Suitc B . Toledo, OH 43623
Tel. 419-292.1983. Fac. 419-292-0955
mnv m—gincem.com
DRAWING INFORMATION
PROJECT: 16 WIDE DUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-14-0119
SHEET TITLE:
FOUNDATION OPTION 1:
CONCRETE SLAB
SHEETNO.: 11-A / 11
DRAWN BY: IZM DATE: 2/15/14
CHECKED BY: OAA DATE: 2/15/14
LEGAL INFORMATION
- ANY MODIFICATION OR DUPUCATION OF THIS
DRAWING IN WHOLE OR PART 15 5TRICTLY FORBIDDEN.
ANYONE DOING 50 WILL BE PROSECUTED UNDER THE
FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF 155UE
SEAL:
;ROFESS/ON
q
CIVIL �0,
I--
OMAR A. m
SBU-YASEIN X
C73389 �F
\F OF CAOF
DATE EXPIRES: 12/31/2014
DATESIGNED: FEB 15 2014
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OCT'I 7 2014
DEVELOPMENT
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NOTE: '' G 'BUILDING'PERMIT# aa�`�'L3So
ASSESSOR'S PARCEL;3�.t•
Property owner is responsible for determining - "
locations of property lines and easements and B��E Pt-
COUNTY DEVELOPMENT SERVICES r
REVIEWED FOR
maintaining required setbacks from roe
p p rtY lines and .' ( OSE �s®iV�PLIl�,�C
easements. A survey may be required if determined w
necessary by the building official.. v ___