HomeMy WebLinkAboutB18-0385 000-000-0005)
SITE PLAN Assessor's Parcel Number:
Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville, CA 95965
Main Phone 530.538.7601 Fax 530.538.7785
www.buttecounty.neddds
❑❑❑—❑❑❑—❑❑❑
Cele j : �%� y d►`� �D
2016-/� GGA/ LR'C�//++L•
Ct✓,7ov � Vu(VlGWj ® PERMB` COUNTY
ELOPMENTSERVICES
Cr�• S� Rv �NCE
EE ORPLC
C
O�
BY
DATE.3`-- —�
L 90)Af.,
Owner Name:
Site Location:
Contact name
Flood Zone:
50 /
- 5r, P`rze.
T
, '
�,fe
Uncle,- S%a
jpe�Mn-.
r11nL0Pf1zTY klAd
Revised 7.20.2015
Scale 1"=
1,3
FORM NO
DBP -3
Permit
/o S1% 44-111,If 41;
/0
T
301
R
Scope of Work: l e,(„ 1 5h0,/• w 141 P.kC, -,'td. AldbP
BUTTE
FE8. 16 2018
Page 1 of I
DEVELOPMENT
SERVICES
'-Butte;County:,;
ale
S
4
261vV
3 0 � T——
2K�V3o�R
Z�o
'WA
BUTTE COUNTY DEVELOP® tJf SERVICES
E IEV F. R
�C COMP NCE
� BY
DA I E
®cr hod Door
12ov 7-
C s�
L� 'k +s (+� ( L r 4 �, S ��- a,,.�r. _� 4 c (C.- I IA -0-00-4
vT d rL d.3 D.cO"1�
A.lros v 4.4L do� 'ZOO -
4.4 e
(l 3 --s w r 0 7".1.t
4
w -f-iti LF
n f`� BUTTE
COUNTY . .
• OUC'/v6{ On a Or,� 5�.1�it� MDi,a,
FEB 16 2018
an C/�I'. DEVELQPVIENT
SERVICES
*---,I <..t�- Hwy
MANUFACTURED BY:
to
n S
270 Old Highway 99,
'•
P� g . o3$S
Maxwell, CA 95955
1-877-604-2777
_
BUTTE
ENGINEERED BY:
A -FR A M E
f'QIINTy
„ -
- 30, 01' - VV1 DE
L
•FEB 1.6 2018
.. A&A ENGINEERING
•
CIVIL STRUCTURAL -
CAR SORT STYLE B U1 L D1 fJG 5 -DEVELOPMENT
5911 Rena sanc2Placa Sw cB.19-29 -0956 43G23 y
Tel. 419-292-1983 • Paa. 419-292-0955
-
PERMIT# %FRVtQS
nv .aaeng nccrs.com
BUTTE COUNTY DEVELOPMENT SERVICES
DRAWING INFORMATION,
'DESIGN NOTES
DESIGN CRITERIA°
WED
DRAWI(�OMMPL FOR
MPI� IANCE
PROJECT: 3O' -O" WIDE BUILDINGS .
LOCATION: STATE OF CALIFORNIA
1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE
,
PREVAILING CODE: CBC 2016 (IBC 2015 COVER _ EEf
U BAR TE _ � 1 1-2--, I 1 a --BY - -_-_
WITH IBC 2015, OSHA, A15C 360, AISI 100, ASCE 7-10, AWSD
USE GROUP: (CARPORTS,
SLflEDIIL`t5 115� MEM6ER -
PROJECT NO.: 2,52-16-1683
'
1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS.
1. DEAD LOAD (D) D = 4 PSF
•
SECTIONS - 2
SHEET TITLE:
2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON'
2. - ROOF LIVE/SNOW LOAD (Lr) -'
FRAME SECTIONS & DETAILS ------- 3
COVER SHEET
=
Lr 20 - 61•PSF
FOUNDATION DETAILS SHEET.
(AS PER SNOW LOAD
SPACING SCHEDULES' '
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY
5EE TABLE 4)SHEET
& ENCLOSURE NOTES ------ 4
NO.: -
DRAWN BY: LAK DATE: 1/10/17'
BE 505TITUTED WITH MATERIAL EQUAL OR EXCEEDING
3. SNOW LOAD (5)
GROUND SNOW LOAD Pg = 20 - 90 P5F
PURLIN & GIRT SCHEDULES. ----- 5
CHECKED BY: OAA DATE: 1/10/17
ORIGINAL. IMPORTANCE FACTOR Is = 0.8 SHEATHING OPTIONS `- 6
'
THERMAL FACTOR . Ct = 1.2
LEGAL INFORMATION
4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS.
EXPOSURE FACTOR Ce =1.0
SIDE WALL FRAMING
-
5. ALL FIELD CONNECTIONS SHALL BE TEKS #12 (114"Xt").
•
=
ROOF SLOPE FACTOR Cs 1.0
-
&OPENINGS 7-A, 743
• - ANY DUPLICATION OF THIS DRAWING IN WHOLE OR
PART OSTRICTLY FORBIDDEN. ANYONE DOING
4. WIND LOAD (W)
LAW.
BE PROSECUTED UNDER THE FULL EXTENT OF THEHE LAW.
6. STEEL SHEATHING SHALL DE 29GA. CORRUGATED GALV.
BASIC WIND SPEED V ULT = 105 -180 MPH
END WALL FRAMING
DRAWINGS vnuD UP r0 I YEAR FROM DATE OF ISSUE.
OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=SOK51) OR EQ.
� EXPOSURE C
5. SEISMIC LOAD (E)
& OPENINGS 8-A, 8-5
SEAL:
- ,
7., ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS
DESIGN CATEGORY D
CORNER BRACING DETAILS ------ 9
SHALL BE GRADE 50 STEEL.
IMPORTANCE FACTOR le =1.00
OPTIONAL LEAN-TO ADDITION ------ 10
8. STRUCTURAL TUBE T52 1/2"X2 1/2" - 14GA. IS EQUIVALENT
LOAD COMBINATION5:
FOUNDATION OPTIONS -----= 11-A TO 11-D
�O??-OFESS/0&
CIVIL F�
TO T52 1/4"X2 1/4" -12GA AND EITHER ONE MAY BE USED IN
1. D + (LR OR S)
2. D + (0.6W OR ±0.7E)
j G1
0 AR A. m
LIEU OF THE OTHER.
3. D + 0.75 (0.6W OR ±0.7E) + 0.75 (LR OR 5)
w -YAS E I N A
4. 0.61) + (0.6W OR ±0.7E)
1 +
73389
CUSTOMER INFORMATION
DESIGN
LOADS
; BUILDING
~
INFORMATION
•
CERTIFICATION VALIDITYpF
CAS \F��
JOI Lf^ I C/yy� 17iZA
a�
I� �
FRAME TYPE:
❑ E
NOTICE
OWNER:. � / `/ rr' ((�(/I�(/`[
GROUND SNOW:
WIDTH:
REGULAR
❑REGULAR
� DATE OF ISSUE:.JAN 16 2017
ADDRESS: -
I
O
FULL
(G�
jet?
ROOF LIVE LOAD:
LENGTH:
ENCLOSURE TYPE'
❑ PARTIAL
CERTIFICATION ON THESE DRAWINGS IS
� DATE EXPIRES: •I 2I37I207 S
BASIC WIND SPEED:
HEIGHT: I ?j
[I OPEN
VALID FOR ONE YEAR FROM DATE OF ISSUE
DATE SIGNED: JAN 13 2017
*---,I <..t�- Hwy
TABLE 2.1: MEMBER PROPERTIES
NO.
1
LADEL
COLUMN POST
PROPERTY
2.5" X 2.9'X 14GA TUDE W/ 2.25"
X 2.25" X 12GA TUDE INSERT
r •
11
2
ROOF BEAM
2.5" X 25'X 14GA TUDE
1
3
DA5E RAIL
2.5" X 25'X 14GA TUBE
1
4
PEAK BRACE
2.5" X 25'X 14GA TUDE
4
5
KNEE BRACE5
2.5" X 1.5" 14GA CHANNEL
4
6
CONNECTOR SLEEVE
2.29'X 2.29'X 12GA TUBE
2
7
6A5E ANGLE
2.9'X 25'X,5" 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
2.9'X 2.9'X 14GA TUBE
1
12
DOOR POST
25'X 2.9'X 14GA TUDE
1
13
SINGLE HEADER
2.5" X 2.5'X 14GA TUDE
1
14
DOUBLE HEADER.
DBL. 2.5" X 2.5" X 14GA TUDE
1
15
SERVICE DOOR / WINDOW
FRAMING
2.5" X 25X 14GA TUDE
1
16
ANGLE BRACKET
2" X 2" X 2" LG. 14GA ANGLE
7
17
STRAIGHT DRACKET
2" X 2" X 4" 1-G. 14GA PLATE
6
18
PD SUPPORT
2.5" X 2.5" X 14GA TUBE
1
19
DIAGONAL BRACE
2" X 2" X 14 GA TUDE
3
20
GABLE BRACE
2" X 2" X 14 GA TUBE
3
21
DB BRACKET
6" X 6" X 14GA PLATE
9
22
TRUSS SPACER
2.5" X 2.5" X 14GA TUBE
1
23
ALL FASTENERS
#1 X 3/4" 5 L D LL 5 R WS (5 196
OR EQ) W/ NEOPRENE/STEEL WASHER
TABLE 2.2: SHEATHING FASTENER SCHEDULE
• • • CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE
6" C/C I MIN.1 4" C/C 1 8" C/C
FASTENER TYPE: 912X1" SELF -DRILL SCREWS (ESR -2196 OR EQ) W/
NEOPRENE/STEEL WASHER
TABLE 2.3: GAUGE THICKNESS
29 18 14 12
0.015 0.049 0.083 0.109
0
n n n n
36"
THICKNESS = 29GA
29 GA CORRUGATED SHEATHING 8
SCALE: NTS
THICKNESS =14GA
N
C,
L "GO"
THICKNESS =12GA
2.5" X 2.5" 14GA TUBE 1 2.25" X 2.25" 12GA TUBED
SCALE: NTS SCALE: NTS
N ®
L�
I` �1
THICKNE55I=14GA
THICKNESS =14GA
2" X 2" 14GA TUBE3
2.5" X 1.5" 14GA CHANNEL
SCALE: NTS
SCALE: NT5 4
O
1.50"LQ
o
J L N
425" 'r2.5,'f
THICKNESS =18GA / 14GA
4.25"X1.5"X18GA/14GA 2.5"X2.5"X14GATU13EW/2.25"O
HAT CHANNEL 5 X 2.25" X 12GA TUBE INSERT it
SCALE: NTS SCALE: NT5
NOTE: INSERT FULL LENGTH & FIELD
BOLT W/ [23] FASTENERS @ 12" C/C
STAGGERED OPP051TE FACE
°
° N
THICKNESS =14GA THICKNESS =14GA
STRAIGHT 5RACKET ANGLE BRACKET
SCALE: NTS 6 SCALE: NT5 7
L
N
N
B
THICKNESS =14GA THICKNESS =1/4"
D5 BRACKET9 BASE ANGLE 10
SCALE: NT5 SCALE:Nr5
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY: do
7-10
A&A ENGINEERING
CIVIL • STRUCTURAL
5911 Rcnnissancc Placc, Suite B • Toledo, OH 4ZG23
T.I. 419-292.1983 • Pae 419.292-0955
sysmvaa<ngincmcom
DRAWING INFORMATION
PROJECT: 30-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT No.: 232-16-1683
SHEET TITLE:
SCHEDULES &
MEMBER SECTIONS
SHEET NO.: 2/ 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: 0AA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THIS DRAWING IN WHOLE OR
PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW.
- DRAWNG5 VAUD UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
rAX-YA
vVIL(�0
R A. m
SEIN
� C73389
\ OF CA��FO�
DATE EXPIRES: 12/31/2018
DATESIGNED: JAN 13 2017
[4] PEAK BRACE
[2] ROOF BEAM
29'-91/2"
TYP. FRAME SECTION I
SCALE: NT5
(2] ROOF BEAM
[17] STRAIGHT BRACKET. SECURE
TO PB SUPPORT AND ROOF
BEAMS OR PEAK GRACE W/ (4) [18] PB SUPPORT- FOR
[23] FASTENERS E.S. PEAK BRACES LONGER
THAN 12'-0'
[4] PEAK BRACE
PB SUPPORT DETAIL 4
SCALE: NTS
TABLE 3.1: KNEE_ BRACE SCHEDULE
ImLi
❑ UP TO 8' • . 24"
❑ 9' T012' 36,
TABLE 3.2 FASTENER SCHEDULE
WIND SPEED(MPH) NO OF FASTENERS
[2] ROOF BEAM
12
F
— [4] PEAK BRACE
10' FILLET -11/2" LG. @ 8"
C.C. STITCH WELD BOTH
SIDES STAGGERED - TYP.
NEE BRACE - ATTACH W/
23] FASTENERS E.5.
NNECTOR SLEEVE
1
-FIELD BOLT W/ [23]
FA5TENER5 - SEE TABLE 3.2
FOR NO. OF FASTENERS REQD.
[1] COLUMN POST
EAVE DETAIL 1
SCALE: NTS
ROOF MEMBER
[4] PEAK BRACE - DOUBLEDALONG
ROOF MEMBER TILL EAVE. ATTACH WITH
1/8" FILLET -11/2" LG. Co 8" C.C. STITCH
WELD BOTH SIDES STAGGERED - TYP.
PEAK BRACE CONNECTION DETAILS 2
SCALE: NTS
[1] COLUMN POST - FIELD
BOLT W/ (23] FASTENERS
@ 12" STAGGERED
[6] 6"LG. CONNECTOR SLEEVE
-FIELD BOLT W/ [23]
FASTENERS - SEE TABLE 3.2
FOR NO. OF FASTENERS REQD. — o.
[3] DA5E RAIL
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-277. 7
ENGINEERED BY:
A&A ENGINEERING
CIVIL • STRUCTURAL
5911 Rcnaiseance Placc, Suiic B e Toledo, OH 43623
Z.
419-2921983 • az 419-292-0955
' mvmaacngioeers.com
DRAWING INFORMATION
PROJECT: 30-0" WIDE BUILDINGS
8A5E DETAIL 3 W
SCALE: NTS
NOTE: COLUMN POST MAY BE ADJUSTED t1" FOR LEVELING.
MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND
AND/OR CONCRETE SURFACE PROVIDED BY OTHERS.
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE:
FRAME SECTIONS &
DETAILS
SHEET NO.: 3 / 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THIS DRAIMNG IN WHOLE OR
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EXTENT OF THE UAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
OROFESS/ONS
CIVIL �t�2
G,
iEB
MAR A. m
U-YASEIN
.�C73389
\F OF CAN -\F
OS
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 13 2017
li
TABLE 4: FRAME SPACING SCHEDULE
NOTES: '
1. FRAME SPACINGS ARE IN UNITS OF INCHES (1N).
2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING.
3. SNOW LOADS AND ROOF LIVE LOAD5 ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH).
4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS IS NOT ALLOWED.
GENERAL ENCLOSURE NOTES:
1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT.
2. THE MAX. 6UILDING LENGTH FOR ENCLOSED BUILDINGS 15 50'-O" . THIS CAN BE 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 1F.THE OTHER END WALL 15
ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A
DOUBLE END FRAME.
4. OPEN BUILDING5 CAN HAVE PARTIALLY ENCLOSED SIDE WALL5 UP TO 3' ENCL05ED.
5. ENCLOSED BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL
DRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL. SEE SHEET 9 FOR TYPICAL
BRACING DETAILS.
TYP. ENCLOSED 6UILDING
SCALE:NT5
K
TYP. OPEN 6UILDING
5CALE:NT5
MANUFACTURED BY:
i
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CIVIL. • STRUCTURAL
5911 Renaissance Place, Suite S • Toledo, OH 43G23
Tel. 419-292-1983 • Fu. 419-292-0955
' rvwwaa-enginecn.com "
DRAWING INFORMATION
PROJECT: 30-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE: ,
SPACING SCHEDULES
& ENCLOSURE NOTES
SHEET NO.: 4 / 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THIS DRAWING IN WHOLE OR
PART 15 5TRICfLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EYMNT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
OFESS/o
, CIVIL
LU MAR A. m
BU-YASEIN
s� C73389 �Q
ATF OF cp'\-f �
DATE EXPI RES: 12/31/2018
DATESIGNED: JAN 13 2017
GROUND
SNOW /
ROOF LIVE
LOAD (P5F)
WIND SPEED (MPH)
- -
WIND SPEED (MPH)
-
-
0105 ❑ 115 0130 0140 0155 0165 0180
0105 ❑ 115 0130 0140 0155 0165
0180
•
0,30/20
040/27
60 -
60
54/60
54
48
42/48
36/42
54 -
48%54
42/48. . -42. = - 36/42:: ". 36
48/60 48/60 42/60 42/54 ° 48 42/48 36/42
.48, °48 ° ,' 42/48': "` 42a ,'36/42; :,',36
30
050/34
40/48
40/48
40/48
40/48
40/48
40/48
36/42
' 40/42:.:'
-40/42
-40/42 '' "'40/421` - :36' w` "".-36
•
060/41
36/42
36/42
36
36
36
36
36
36
36
-:>_ 30- x 30 "7', ii 30 '-t
30 f_ ,
, 24, ..
•
070/47
32/36
32/36
32/36
32/36
30
30
30
30
`-30 -.;
.:: 30 -'- 24 ':24 _ .
r;24,',-
:24
•
0&0/54
24 1
24
24 1
24
24
24
24
24 -
24!,-o
--24 -` 24," 24 '' ', '. -_ 247".. _---
-❑90/61
090/61
18
18
18
18
---
---
---
-18.
x,18
❑30/20
.y'60 -"4P 6,0 x f54/60.t
-';54. .,'`48"
42/48'•'"36/42
54
48/54
42/54 42/48 36/42
36/42 1
30/36
•
040/27
:48/60, 48T60w `42/60..48/54
48 , -42/48
;36/42:
48
48
42/48 42/48 36/42
36/42
30/36
❑ 50 / 34
.40/54_ , 40/54L , 40/54 � ` 40/48
40/48
40/48` . '36/42
40/42
40/42
40/42 40/42 36/42
36
30/36
•
❑ 60 / 41
t 36/46 -
736/4211;.,
36/42 ; 36/42: ?,36/42' ',36/42- •
36/42. `
36
36
36 36 36
36-
• 30/36
•
070/47
':`32'/36 ' .`32/36 i ' 32/36 •
".32/36 ". ' 32/.36 `
' 30
'; 30 _.
30
30
30 30 30
30
24
❑ 80 / 54
30"
�, 30..e
f -30 ,', ' ,30 .
.
30`
30�t.
24 1.
24
24 24 24
24
24
090/61
. '24'^�
1-724:+ "
` w24-,'-'-124'-:
'24._
_; 24 .F' _` ,`24`L4
18
18
18 18 18
18 1
18
030/20
60
60
54/60
54
48
42/48
36/42
"54 .,
;'48154 ^ '42/54'-, 42/54 ''56/,48 °,,36/145„- 1.30/36'
El 40 / 27
48/60
48/60
42/60
42/54
42/48
42/48
36/42
s 48:5.,'48.
a 42/48 s 42/48 :_'36%48 ,`
, 36'/48 :;
.'30/36;;
'[150 / 34
40/54
40/54
40/54
40/48
40/48
40/48
36/42
-40/42_. `'40/42 s '40/42 , 40/42,' i 36[42
36/42 . 30/36:;.
•
060/41
36/48
36/48
36/48
36/48
36/42
36/42.
36/42
- 36 _
. '36P,
', - 36 • 'n 36 -4-.'366, i;
"36 -.
30i36'11
.E-170 / 47
32/42
32/42
32/36
32/36
32/36
32/36
30
'32/36 -32/36.
, 30
24'
C3 50 / 54
,30/36_
30/36
30/36
30/36
30/36
30
30
30 .� . ,30.. l .'30 '` zz130 ".' • {30 '-:1-424
090161
30/36
30/36
1 30.
30
30
30
30
`.24
-=,24
NOTES: '
1. FRAME SPACINGS ARE IN UNITS OF INCHES (1N).
2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING.
3. SNOW LOADS AND ROOF LIVE LOAD5 ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH).
4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS IS NOT ALLOWED.
GENERAL ENCLOSURE NOTES:
1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT.
2. THE MAX. 6UILDING LENGTH FOR ENCLOSED BUILDINGS 15 50'-O" . THIS CAN BE 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 1F.THE OTHER END WALL 15
ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A
DOUBLE END FRAME.
4. OPEN BUILDING5 CAN HAVE PARTIALLY ENCLOSED SIDE WALL5 UP TO 3' ENCL05ED.
5. ENCLOSED BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL
DRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL. SEE SHEET 9 FOR TYPICAL
BRACING DETAILS.
TYP. ENCLOSED 6UILDING
SCALE:NT5
K
TYP. OPEN 6UILDING
5CALE:NT5
MANUFACTURED BY:
i
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CIVIL. • STRUCTURAL
5911 Renaissance Place, Suite S • Toledo, OH 43G23
Tel. 419-292-1983 • Fu. 419-292-0955
' rvwwaa-enginecn.com "
DRAWING INFORMATION
PROJECT: 30-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE: ,
SPACING SCHEDULES
& ENCLOSURE NOTES
SHEET NO.: 4 / 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THIS DRAWING IN WHOLE OR
PART 15 5TRICfLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EYMNT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
OFESS/o
, CIVIL
LU MAR A. m
BU-YASEIN
s� C73389 �Q
ATF OF cp'\-f �
DATE EXPI RES: 12/31/2018
DATESIGNED: JAN 13 2017
NOTES:
1. PURLIN SPACING UNITS ARE IN INCHES. '
2. FPAME SPACING NEEDS TO DE DETERMINED FP.OM TADLE 4.
TA13LE 5.2: GIRT SPACING SCHEDULE
SPACING
TABLE 5.1:
GROUND
SNOW /
ROOF LIVE
LOAD (PSF)
PURLIN SPACING 5CHEDULE
Maxwell CA 95955
(MrP,.1
WIND SPEED (MPH)
WIND SPEED (MPH)
m�m�mm�
❑ ❑ ❑ ❑ ❑ ❑ ❑
105 115 130 140 155 165 180
❑ ❑ ❑ ❑ ❑ ❑
105 115 130 140 155 165
❑
180
�.
❑ 30 / 20
❑ 40 / 27
54
48 42 36
30 24
24
36. `30'
24 ' 18
:12:
18-1 124,12-,
42 42 42 36 30 24 24
30-, 30. 6242 -18 15' ,,12 .. -12-
12 -.
' •
-❑ 50 / 34
-050/34
40
40 40 36
30 24
24
s24.
. 24,
. 24 c 18
' 18' '12,, '"`12.
•
❑ 60/41
36
36 36 36
30 24
24
:18"• `,.18• 18 '18' ,,18' .12'
. 12 t
„
❑ 70/47
32
32 32 32
30 24
24
18°. 78-
.18- 't8%
.18" .12.
12d
080/54
30
30 30 30
30 24
24
' 13-
;'
18
't8 -i 18 •
r=18. •12 i
- 12
❑ 90 / 61
090/61
24
24 24 24
24 24
24
12--,
12',
t2'-; 612
12 '' 12 :. 1I
030/20
' 54
'48.1 :'42, 42 <. 36 30;
, 30
48
36
30 24
18 18
12
.040/27
''42'-;-:Q',-42+42?
_ 36 30 �
30
42
36
30 24
18 18
12
050/34
40'
40' •�40 40r
36" .30, '30
30
30
30 24
18 18
12
060/41
136',36};36`;36:
36;,30' 130.
30
30
30 24
18 18
12
070/47
32;
732: `32 •'32' '32 30; '30'
24
24
24 24
18 18
12
.1350/54
32
z s 32 i -' 32 j :32' '32`30t;30
18
18
18 18
18 18
12
❑ 90/61
;'30;
30; :30;'.30: 30.1 "30
,30
18
18
18 18
18 18
12
030/20
' 54
48 42 42
36 36
30
,54-1 "48-T361
' 301
24- '24'1`15
❑ 40 / 27
42
42 42 42
36 36
30
, 42`1
42
-36" . 30,,,24 , s 24" -18
050/34
40
40 40 40
36 36
30.
'.40 .40'
36 301424, 24 '
' 18-
•
.0 60/41
36
36' 36 36
36 36
30
'36 '36' `36" 30' '24' 124; ,18"
1170/47
32
32 32 32
32 32
30
: 30 � -30 ; '30" 301
= 24:, '24 :
.18.r!
080/54
' ❑ 90 / 61
32
32 32 32
32 32
30
124'
24` '24 24' ',24 24., ',18 I
30 30 30 30 30 30 30
24 24 '24, '24' , 24--o .24-i'-16";
❑ 30 / 20.
1340/27
:54 ;I T'45', f42, '42 .36 '36' F'30'1
54
48
42 42
36 30
30
ti 42 " z 42 , f: 42 "42 Z6'=36'! 30
42 42 42 42 36 30
30
050/54
; 401 4'O I =40J.'40' r 36 � ; 36' 30 -
40
40
40 40
36 30
30
❑ 60/41
36
36;';36':36.`_36%;36''30
36
36
36 36
36 30
30
070/47
T MI 132 !: � 32!: *M �
= 32 32"
30,
32
32
32 32
32 30
30
080/54
132 X521 ; 32',, "'32 •
,, 32 h32.,'30'
32
32
32 32
32 30
30
❑ 90/61
"30,630'130
'30`t30 a30 1301
'30
30
30 30
30 130
30
030/20
54
48 42 42
36 36
30
154, ' 48 .
-'42' -'42 -
X36 W36 �
30.
.040/27
' 42
42 42 .42-
36 36
30
42 :
42
.42 42 :36', 36, ,"• 30)
•
050/34
40
40 40 40
36 36
30
"40':40,`40,
401,36, 36;
30;
1160/41
36
36 36 36
' 36 36
30
36.
36 T 36 R , 36
36' i36
'.301
•
070/47
32
32 32 32
32 32
30
32 -
32 ` :32' 32
' 32;j 32 ; 30
•
080/54
32
32 32 32
32 32
30
'32 -
32.
'32 32.
-32' `32' '30
❑ 90/61
30
30 30 30
30 30
30
30
`30+'30.,30
130',30
30
NOTES:
1. PURLIN SPACING UNITS ARE IN INCHES. '
2. FPAME SPACING NEEDS TO DE DETERMINED FP.OM TADLE 4.
TA13LE 5.2: GIRT SPACING SCHEDULE
SPACING
WIND,SPEED
Maxwell CA 95955
(MrP,.1
she"
j05 115 130 140 55X165 X16151
■ •
m�m�mm�
ENGINEERED BY:
FROM TABLE 4.
Ad
A&A ENGINEERING
�mm��mmm
- 5911 Renaissance PAace, Suim B • Toicdo, OH 43623
T.I. 419-292-1983 • F-. 419.292-0955
- w,nvaacnginccn.com
' •
�Ommmmm
PROJECT:'' 30'-0" WIDE BUILDINGS .
�mOmOmmm
MANUFACTURED BY:
EZ
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE:
PURLIN & GIRT
SPACING SCHEDULES
SHEET NO.: 5 / 11
DRAWN BY: LAK # � DATE: 1/10/17
CHECKED BY:
DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPUCATION OF THIS DRAWING IN WHOLE OR
' PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WALL
BE PROSECIlfED UNDER THE FULL EXTENT OF THE LAW.
- DRAlMNG5 VAUD UP TO I YEAR FROM DATE OF 155UE.
SEAL:
�OQ�OFESS/0
CIVIL
G)
Li CIAR A. m
Tr U-YASEIN X
s� C73389
F OF CAS -\FOS
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 'i 3 2017
270 Old Highway 99
Maxwell CA 95955
1. GIRT SPACING UNITS ARE IN INCHES.
1. GI
2. THIS SCHEDULE 15 TO DE USED FOP 60TH
1-877-604-2777
14GA AND 18 GA PURLINS.
3. FRAME SPACING NEEDS TO BE DETERMINED
ENGINEERED BY:
FROM TABLE 4.
Ad
A&A ENGINEERING
CIVIL- STRUCTURAL
- 5911 Renaissance PAace, Suim B • Toicdo, OH 43623
T.I. 419-292-1983 • F-. 419.292-0955
- w,nvaacnginccn.com
DRAWING INFORMATION
<
PROJECT:'' 30'-0" WIDE BUILDINGS .
EZ
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE:
PURLIN & GIRT
SPACING SCHEDULES
SHEET NO.: 5 / 11
DRAWN BY: LAK # � DATE: 1/10/17
CHECKED BY:
DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPUCATION OF THIS DRAWING IN WHOLE OR
' PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WALL
BE PROSECIlfED UNDER THE FULL EXTENT OF THE LAW.
- DRAlMNG5 VAUD UP TO I YEAR FROM DATE OF 155UE.
SEAL:
�OQ�OFESS/0
CIVIL
G)
Li CIAR A. m
Tr U-YASEIN X
s� C73389
F OF CAS -\FOS
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 'i 3 2017
S '
[8] PURLINS 'SFr
T
e
❑ TYP. HORIZONTAL SHEATHING
SCALE: NTS 6 [9] GIRT5
. -. t,. _.-. _ ❑ TYP. VERTICAL SHEATHING
c tr i:i • r' _ SCALE: NrS
r -
[10] SHEATHING [11] END WALL POST
SEE TABLE 2.2 FOR
FASTENER SCHEDULE
TYP.. HORIZONTAL SHEATHING DETAIL -
SCALE:NT5 - 1
S r ,
r
� y
a
[16] ANGLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
W/ (4) [23] FASTENERS E.S.
[10] SHEATHING
SEE TABLE 2.2 FOR
FASTENER SCHEDULE " -t • _
[9A] END -WALL GIRT5 , ' • r
❑ WALL VERTICAL SHEATHING - TUBE DETAIL%1
SCALE: NITS
GENERAL SHEATHING NOTES:
1.
REGULAR STYLE BUILDINGS CAN
ONLY HAVE HORIZONTAL
SHEATHING ON ROOF AND WALLS.
2.
A -FRAME STYLE BUILDINGS CAN
HAVE ANY COMBINATION OF
HORIZONTAL OR VERTICAL
SHEATHING ON ROOFS AND WALLS.
-3.
DOTH HORIZONTAL AND VERTICALS
L'
ROOF SHEATHING CAN HAVE MAX.
6" OVERHANG.,
4.
USING VERTICAL SHEATHING MAY
ALLOW FOR GREATER FRAME
SPACING. SEE NOTE 2 UNDER
TABLE 4.
f
MANUFACTURED BY:
270.01d Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
raga
A&A ENGINEERING
CNII. • STRUCTURAL
5911 Renaissance Place, Suite B • Toledo, OH 43623
Tcl. 419-292-1983 • Pn<. 419-292-0955
rnnv.aasngineen.mm
DRAWING INFORMATION
PROJECT: 3O'-0" WIDE BUILDINGS
r. LOCATION: STATE OF CALIFORNIA
PROJECT No.: 232-16-1683
SHEET TITLE:
SEE TABLE 2.2 FOR SHEATHING OFTIONS
/ r &
FASTENER SCHEDULDETAILS
E
[10] SHEATHING / /
SHEET NO.: 6 / 11 -
ATTACH PURLINS TO , r
ROOF 5EAM5 W/ (2) [)RAW N BY: LAK DATE: 1/10/17
[23] FASTENERS [8] PURLINS
ROOF VERTICAL SHEATHING DETAIL 2
SCALE: M5
ATTACH GIFTS TO POSTS
W/ (2) [23] FASTENERS
[10] SHEATHING 71
SEE TABLE 2.2 FOR
FASTENER SCHEDULE
[9] GIRT5
❑ WALL VERTICAL SHEATHING - HAT CHANNEL DETAIL 3
SCALE:NT5
CHECKED BY: OAA DATE: 1/10/17
r LEGAL INFORMATION -
- ANY DUPLICATION OF TH15 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:
{l "
COQ ,o ESg/0
+ �� CIVIL
J
w OMAR A. m
• I � U-YASEIN �
} �T. C73389 �Q
ATF OF C,
0r
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 13 2017
m
D
MANUFACTURED BY:
^1 -- . - - � - -� u a l• _., 'fir t-,
5 r6 F #
MAX. 2 CUT FRAMES 7-6 % 7-D / G o
MAX. 2 CUT FRAMES I? p
n �u 270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
3 1 , \ ENGINEERED BY:. -
/ 01 7D 7 1 /
/ 7-D /
7_g 7-D
A&A EiNGINEERRgG
\/ - \ / CMI. • STRUCTURAL
5911 Rcnaivance Place, Suite B e Toledo, OH 43623
Tel. 419-292.1983 a Fa 419-292-0955
\� DRAWING INFORMATION
CLEAR BAY EACH SIDE OF PROJECT: 3070 WIDE DUILDINGS
v OVERHEAD DOOR OPENING & AT CLEAR BAY EACH SIDE OF LOCATION: STATE OF CALIFORNIA "
BUILDING CORNERS OVERHEAD DOOR OPENING & AT
❑ SIDE WALL OVER HEAD, DOOR OPENINGS - BUILDING CORNERS SHEETPROJETITLE: 232-16 1683
fes. d � SHEET TITLE:
SCALE:Nrs n = ❑ SIDE WALL OVER HEAD DOOR OPENINGS ,' SIDE WALL FRAMING
t WITH TRUSS STYLE HEADER & OPENINGS
. SCALE: MS."
• SHEET NO.: 7—A 11.E
DRAWN BY: " LAK DATE: 1/10/17.
- CHECKED BY:.OAA DATE: 1•/10/17
SIDE WALL FRAMING NOTES: LEGAL INFORMATION
- ANY DUPLICATION OF THIS ORAWiNG IN WHOLE OR
4 1. TPU55-STYLE HEADERS ARE REQUIRED FOR WHERE THE PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WALL
- BE PF05ECUTED UNDER THE FULL WENT OF THE LAW.
7-5 - GROUND SNOW LOAD 15 GREATER THAN 40 PSF. DRAnu4NG5 VALID UP TO I YEAR FROM DATE OF ISSUE.
4 \ 2. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON SEAL:
7-D POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES.
3. OVERHEAD DOOR OPENINGS CANNOT, CUT THROUGH MORE
THAN 2 FULL FRAMES. Q,j�,OFESS/ON
1 w 4. MIN. 1 CLEAR BAY MUST DE MAINTAINED BETWEEN ANY 2 QUO CIVIL
W OVERHEAD DOOR OPENINGS. A CLEAR DAY 15 A SPACE 2
> BETWEEN TWO FRAMES THAT HAS NO OVERHEAD POOP. Q AR A. m
SERVICE DOOK(5) OPENINGS. w m
TO BE LOCATED5. MIN. 1 CLEAR DAY MUST ALSO BE MAINTAINED FROM THE U-YASEI N
PER CUSTOMER
• •
REQUIREMENTS- DUILDING CORNERS.
2 OPENING SIZED 6. SERVICE DOORS AND, WINDOWS CAN DE PLACED IN CLEAR cPJ C73389
7-5 JO FIT WINDOW DAYS OR ANY WHERE ELSE AS NEEDED. q* OF CAS �FO�
7 SIDE WALL SERVICE DOOR-/ WINDOW OPENINGS
SCALE: NTS "
+ - DATE EXPIRES:. 12/31/2018
DATE SIGNED: .SAN 13 2017
US2N
o�Fo
rn `^ SNEER
x z z z f20: G b
0 0� O s� z O g
o fi 1. O z z ¢ i
4 o p �
qrl
cof Q w iu Q Z ZP Z CSp N
Q w o
O W U LL J o o LL J �' Q ch N M
cs O H Z 'o,- � U Q% iy M Z
-moo
d a� (9 w N Q w m o�p� v o N Q
a ��€ Z o o Q J Z Z� m �, r
Jed a `�` o o �=+ N W -I O w o o h Q P W Iii C�s w
r N ¢ F= LL z j, -m z
LL w U O U F- z Z w 0 �i� W N
z Z I a w w w 3 v N�� U) w
z z •' O 0 o w w � w ��w� � a ¢
w a aw N o u
F W
W O O V-
Dz N p O
FOF F W LL N O w N W} m Z
Up QO = Cai F- J ZD�Z.I,J am �
Z m Z s J O p OU W W L N J_
zcw oll m �m�U. wHN ''j
Q
OwFW--NK O N� W j� W w W
w W D �W� J Q J1-
w to
�?t¢L W � u HS¢ O W vNvV-l¢L '
W m m N UJ I-- W cs m Z
uNuF¢-U- JV -N Z `�wN Q O
rLLO O Z "wpw U
N Qp -3:
= cn
O o
In W cn Z� H Q Q
W USN') <3: w LU
��Z.� G� � j
z=oc Iwo_ _°� p O p0 <
�¢ OOQ ¢��� �o XX Zp N UC,m
z U�N N? NSG N
D
J W u u
J O
m
W
O�cn0
J
Z m o � w
J ZZ s !2 -
O OU W w U- N
O
U U-V-Noz
(JW< Z J_
�W^LLJH -j Q
LU
N uln u¢--l¢L uj
I-- (2�
U- Z OwN O Z
W O WLLJ m p
O Q ? W Q
Z woNjN W woZ In W
U ¢ - W -� IN- W �J p CJ
,J) w 01Q ULD'¢L < ow = N
o Z w wo^ 7' w o
Z� w Z Q N Z u w N W Q
w�ol¢L sLZ ¢fid- m \FU R 00<
ow �pV ups po J�� UDN
x V- C) N
¢0 dj ��?N m WW L,
U W �O-�Lf)
OO
W �NZC05 C, W
O o Wz O w = O Z
LL NLLJ
CSW Lo Lu JU JO (S) J
o- J� U- w w �C W z w � Q
0(QW^JF �v . w lY V -
w mN V- uJ
U-
0Ww 'L U) Q O -U) UL �� tn� W
J >
mU)2<3 �w Z m o
zo oR ¢o \ �-� QU
OUww�' °�ZW Z: \ < pL
K �LLI NN�Z Gp wzZ ON W 1 O O W O
g �owr�W mU WIZ. -,N z O� ° Q
-m<Q �� N0 d -w 8�� oz z=N
N 0u)EV iL �zac�- �o¢c o U O tiw HIM
o LL ^ O ojl¢L � O �"' z= uZ� upW� W p W Z
N ZU U< N Z_ U) N J j ��U
> rc O
o pL ¢�ww Q ui �m o=CUO
O ww u J)% OL r� ¢ N
O , i- lL N u NN
SEE TABLE 8-A.1 FOR MAX.
END WALL POST SPACING
MIN. 12"
CORNER
OFFSET
C7
0000\�`A
JQ
MIN. 12" [20] GABLE BRACE `
/ �C
CORNER
OFFSET
SEE TABLE 8-A.1 FOP MAX.b-15 2ND WALL P05T 55PACING
K/
III
MIN. 12 BETWEEN
p p\OA OPENINGS
\oA \�`2 ❑ END WALL OVER HEAD DOOR OPENINGS
��. SCALE: NTS
SEE TABLE 8-A.1 FOR MAX.
END WALL POST SPACING
END WALL FRAMING NOTES:
[20] GABLE BRACE
SEE TABLE 8-A.1 FOR MAX -_A
END WALL POST SPACING CING
,,A
❑ END WALL SERVICE DOOR AND WINDOW OPENINGS
SCALE: NT5
1. MIN. 12" CLEARANCE MUST DE 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 DE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL
DRACE CONNECTION DETAILS.
❑ END WALL GABLES
SCALE: NTS
❑ PARTIAL END WALL FRAMING
SCALE: 14175
TABLE 8-A.1: END WALL POST
SPACING SCHEDULE
WINE p EDS
�` }(MPI �1
i •SAVE
UP TO T,_?,
HEIGHT
■ 8' 70:9
s ih
■ 10_T012'
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINTEEPJNTG
CIVIL• STRUCTURAL
5911 Renaissance Place, Suite B e Toledo, OH 43623
T.I. 419-292-1983 • Fu. 419-292-0955
shns•.aa-cng—em—
DRAWING INFORMATION
PROJECT: 30'-O" WIDE 13UILPINGS
,LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE:
END WALL FRAMING
SHEET NO.: 8-A / 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THIS DRAWING IN WHOLE OR
PART 15 5TPJCTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EXTENT OF THE LAIN.
- DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
M
QRpFESS/p�m
X
SIT C73111
\F OF CAUF
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 13 2017
[12) DOOR POST
[17] STRAIGHT BRACKET
[16] ANGLE BRACKET. SECURE TO DOOR P05T
SECURE TO DOOR POST AND BASE RAIL W/ (4)
AND BASE RAIL W/ (4) [23] FASTENERS
[23] FASTENERS
[3] BASE RAIL
DOOR POST BASE RAIL CONN. DETAIL(—,�
SCALE: MS
[2] ROOF BEAM CORNER DETAIL 2
SCALE: NTS
[3] SIDE WALL EASE RAIL
[1] COLUMN POST
[6] 6" LG.
CONNECTOR SLEEVE
[16] ANGLE BRACKET. SECURIPAIL TO DOOR POST AND EASE RAI
W/ (4) [23] FASTENER
[3] END WALL DA5
[111 END WALL P05T
POST ADOVE HEADER
[15] ANGLE CLIP.
SECURE TO DOOR P05T
AND RASE RAIL W/ (4)
[23] FASTENERS E.S.
[14] DOUDLE HEADER
1/8" FILLET -1-1/2" LG.
Ca18" C.0 STITCH
WELD BOTH SIDES
STAGGERED -TYP.
END WALL POST ABOVE DOUBLE�1
HEADER CONN. DETAIL
SCALE: NTS
[22] GADLE BRACE
DETAIL A
[11) END WALL POST —
[15] ANGLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
W/ (4) [24] FASTENERS E 5
[11] END WALL POST
[16] ANGLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
W/ (4) [23] FASTENERS E.S.
[3] BASE RAIL
END WALL P05T - BA5E 3
RAIL CONN. DETAIL
SCALE: NTS
[11] END WALL P05T
ADOVE HEADER.
[15] ANGLE CLIP.
SECURE TO DOOR P05T
AND RASE RAIL W/ (4)
[23] FASTENERS E.S.
[13] SINGLE HEADER.
END WALL POST ABOVE HEADER CONN. DETAILO
SCALE: NT5
[15] ANGLE CLIP. SECURE TO
HEADER AND COLUMN POST
W/ (4) [23] FASTENERS E.S.
[13] SINGLE HEADER
[11] COLUMN POST AT CORNER --- —.I,-
GADLE HEADER - CORNER POST CONN. DETAI
SCALE: NTS
[2] ROOF BEAMS
[14) DOUDLE HEADER
[22] GABLE
1/8" FILLET -1-1/2" LG. @ 6' BRACE
C.0 STITCH WELD BOTH
SIDES STAGGERED - TYP. [17] ANGLE CLIPS 2 NEACHDOUBLE HEADER - END WALL END -TOTAL 4. SECU
POST CONN. DETAIL ROOF BEAMS W/ (4) [23]
SCALE: NTS FASTENERS E.S.
[11] END WALL POST TYP. GABLE BRACE CONN. DETAIL
ADOVE GADLE HEADER SCALE: NTS 11
[22] DD DRACKET. SECURE TO
POST AND GADLE DRACE W/ (5)
[24] FASTENERS AS SHOWN E.S.
[22] GABLE BRACE
DETAIL B
GABLE BRACE - END WALL CONN. DETAIL 12
SCALE: NTS
[11] END WALL POST
ADOVE GADLE HEADER
[17] ANGLE CLIPS 2 EACH
END - TOTAL 4. SECURE
TO GABLE HEADER W/ (4)
[23] FASTENERS E.S.
[13] SINGLE HEADER
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A F2�TGINEERING
CIVIL' STRUCTURAL
5911 Renaissance Place, Suite S •.Toledo, OH 43623
Tel. 419-292-1933 • Pax. 419-292-0955
sysnvaa-c-9-c—'a
DRAWING INFORMATION
PROJECT: 30'-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE:
END WALL FRAMING
DETAILS
SHEET NO.: 8-5 / 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EICfENT OF THE LAW.
- DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE.
SEAL:
OFESS/O��!
CIVIL �2
G)
/MAR A. mU-YASEIN
C73389 �Q
\F OF CA\YO/
DATE EXPIRES: 12/31/2018
DATESIGNED: JAN 13 2017
[16] ANGLE BRACKET. SECURE
TO DOOR POST AND RASE RAIL
W/ (4) [23] FASTENERS E.S.
[17] STRAIGHT BRACKET. SECURE
TO DOOR POST AND DA5E RAIL
[11] END WALL POST
W/ 4) F231 FASTENERS
POST
OR 12] DOOR P05T
BEAM DETAIL
NP WALL
SCALE: NTS
- ROOF CONN.
4
[11] END WALL P05T
[11] END WALL POST
[15] ANGLE CLIP. SECURE TO
END WALL P05T AND DOOR /
[15] ANGLE CLIP. SECURE TO
WINDOW FRAMING W/ (4)
DOOR POST AND BASE RAIL
[23] FASTENERS E.S.
W/ (4) [23] FASTENERS E.S.
[15] SERVICE DOOR /4
WINDOW FRAMING
SINGLE HEADER
TYP. SERVICE DOOR / WINDOW
FRAMING CONN. DETAIL
6 HEADER -ENNDD WALL POST CONN. DETAIL
SCALE: NTS
SCALE: NTS
[111 END WALL P05T
POST ADOVE HEADER
[15] ANGLE CLIP.
SECURE TO DOOR P05T
AND RASE RAIL W/ (4)
[23] FASTENERS E.S.
[14] DOUDLE HEADER
1/8" FILLET -1-1/2" LG.
Ca18" C.0 STITCH
WELD BOTH SIDES
STAGGERED -TYP.
END WALL POST ABOVE DOUBLE�1
HEADER CONN. DETAIL
SCALE: NTS
[22] GADLE BRACE
DETAIL A
[11) END WALL POST —
[15] ANGLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
W/ (4) [24] FASTENERS E 5
[11] END WALL POST
[16] ANGLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
W/ (4) [23] FASTENERS E.S.
[3] BASE RAIL
END WALL P05T - BA5E 3
RAIL CONN. DETAIL
SCALE: NTS
[11] END WALL P05T
ADOVE HEADER.
[15] ANGLE CLIP.
SECURE TO DOOR P05T
AND RASE RAIL W/ (4)
[23] FASTENERS E.S.
[13] SINGLE HEADER.
END WALL POST ABOVE HEADER CONN. DETAILO
SCALE: NT5
[15] ANGLE CLIP. SECURE TO
HEADER AND COLUMN POST
W/ (4) [23] FASTENERS E.S.
[13] SINGLE HEADER
[11] COLUMN POST AT CORNER --- —.I,-
GADLE HEADER - CORNER POST CONN. DETAI
SCALE: NTS
[2] ROOF BEAMS
[14) DOUDLE HEADER
[22] GABLE
1/8" FILLET -1-1/2" LG. @ 6' BRACE
C.0 STITCH WELD BOTH
SIDES STAGGERED - TYP. [17] ANGLE CLIPS 2 NEACHDOUBLE HEADER - END WALL END -TOTAL 4. SECU
POST CONN. DETAIL ROOF BEAMS W/ (4) [23]
SCALE: NTS FASTENERS E.S.
[11] END WALL POST TYP. GABLE BRACE CONN. DETAIL
ADOVE GADLE HEADER SCALE: NTS 11
[22] DD DRACKET. SECURE TO
POST AND GADLE DRACE W/ (5)
[24] FASTENERS AS SHOWN E.S.
[22] GABLE BRACE
DETAIL B
GABLE BRACE - END WALL CONN. DETAIL 12
SCALE: NTS
[11] END WALL POST
ADOVE GADLE HEADER
[17] ANGLE CLIPS 2 EACH
END - TOTAL 4. SECURE
TO GABLE HEADER W/ (4)
[23] FASTENERS E.S.
[13] SINGLE HEADER
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A F2�TGINEERING
CIVIL' STRUCTURAL
5911 Renaissance Place, Suite S •.Toledo, OH 43623
Tel. 419-292-1933 • Pax. 419-292-0955
sysnvaa-c-9-c—'a
DRAWING INFORMATION
PROJECT: 30'-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1683
SHEET TITLE:
END WALL FRAMING
DETAILS
SHEET NO.: 8-5 / 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EICfENT OF THE LAW.
- DRAWING5 VALID UP TO I YEAR FROM DATE OF 155UE.
SEAL:
OFESS/O��!
CIVIL �2
G)
/MAR A. mU-YASEIN
C73389 �Q
\F OF CA\YO/
DATE EXPIRES: 12/31/2018
DATESIGNED: JAN 13 2017
C)
U� Q °,F -O ��1EER
z G b ti
Ch °� o p Z p zg�o �ti r
2 ....:::• K j N ; N. a LL- H z z z C�' CO C
3 0, N Q cs� o`,P Q w c N
LL
`hof w r1 Q� ] p v O W U J o o ❑ LL J Q cco a N r
S F;+iJ r U O 9 olN W �_ lL Cil Q O Z w W U r
: b iO W NW UJ (Y)p�al -e z Qo O U O N Q
m ;. .'.;• a �� sS :14 _z O F (O z Cl �< Q z�z5 m [V r
w N r; J O id .-� m a3 �. O F- O O a} o Q� P w o
F d 0 N' ❑ a [� to O > � <ffl d w w
as a
a W F ❑ U o z F U o z co �oNUOwiz �� I`J�i� ¢5 n
❑ z w a w w w 3 v No°d[ ui
a a
w h a OJ a N - N v gy m❑ N ❑ o
llG//— /% /��-----\\�
-
/\\ N O
11/l l#/� j��// (S) < zLU
/Y
7E — p p cfN Z Z
— l // z WIn
p d W o Z oNLLJ Ac <
_\ Q in <LO 3g: il-
w win
�tl- =000 oCN
+� oZ Dwzz �w
m <
\ U � U �
o�W
j� cost-�w N�
Z � Q < W N 9WL m ? < <
(n <
�. N Q
W CwZ Z
5 Z Z< Z p° L
Z (� C� U W < CS U =
OU O U K .O K W (n pWC K 3
m — m K < m In
m CN CN
[ + Z~
Z z Z W < Wp
o< Z o(D p
0 W�W (n < m� w U
1 CS m C7 LL- O CN m V.- N W
m O
� Z
O U =
W < In er)
vz
U W
O(J U�< H U x
< el-�n
muj
Z O Z m Z LL w u� Z
O JO O U W C, 1-N O u< ❑ ❑ O <
(D
OVv U row z N U v
W o
W U Z w
Z
L p o
O
U O =
<� O W p
W U O�z w m >
<m U Q } �3 (n O w
of Q m UJ �< < (❑-n
owcw� a� cn U�� J o z
� U (nU < N oz < ,
< m J
(nm< m O� W<W o
w<nc O rz - UOZ w O �Z
<Uw �u �N mo(~n Q�
m <_� N <_ mC.< N
m Cf (<L o cl < L�
C1 Z pj E �
m m LD
N F C O v
0 v (L
d
0
❑ OPTIONAL LEAN-TO ADDITION-
SCALE:NT5"
[2] ROOF BEAM [6112" LG. CONNECTOR SLEEVE -
MAIN BUILDING FIELD BOLT TO BOTH TUE3E5 W/
[23] FASTENERS - SEE TADLE 3.2
1� I FOR NO. OF FASTENERS READ.
[2] ROOF REAM -
LEAN -TO ADDITION
[6] 6" LG. CONNECTOR SLEEVE -
FIELD 60LT W/,(23] FASTENERS
E.S. - SEE TADLE 3.2 FOR NO. OF
FASTENERS READ.
[11 COLUMN POST - FOR EAVE HEIGHTS
GREATER THAN 6-0" INSERT T5 2.25 X
2.25'X 14GA TUBE INTO COLUMN POST
LEAN-TO ATTACHMENT DETAILO
SCALE: NTS
MANUFACTURED BY:
a
LEAN-TO ADDITION NOTES:
1. LEAN-TO ADDITIONS CAN DE ADDED ON EITHER OR BOTH SIDES OF
THE BUILDING.
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 BUILDING FROM TABLE 4.
270 Old Highway 99.
Maxwell, CA 95955..
1-877-604-2777
ENGINEERED BY: -
e.
A&A ENGINFEPJN1G -
CIVIL • STEUCTURAL
5911 11enai—me Place, Suite B • Toledo, OH 43623
Tel. 419-292-1983 • Pi . 419-292-0955
nvaa-engincers.com
DRAWING INFORMATION
PROJECT: 30'-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT,,.: 232-16-1683
SHEET TITLE:
OPTIONAL LEAN-TO
ADDITION
SHEET NO.: 10 / 11
DRAWN BY:, LAIC - DATE: 1/10/17
CHECKED BY: OAA - DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPLICATION OF THI5 DRAWING IN V41OLE 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 I55UE.
SEAL:
�OQ�,,OFESS/ON�C
CIVIL t�`2
� O
LU OMAR A. m
U-YASEIN
s C73389
F OF CAO-
DATEEXPIRES: 12/31/2018
DATE SIGNED: JAN 13 2017
CONCRETE 5LA13 FOUNDATION NOTES:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB IIS IT
FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A
THRU D CAN 5E USED. 2 II III III
2. EITHER OPTION 1 'EDGE OFFSET' OR OPTION 2 'NOTCHED EDGE' 11-A III IIS
DETAIL CAN GE USED. �I
3. FOR OPTION 1 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE
OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION. III
3. FOR OPTION 2 THE MIN. SLAB 51ZE SHALL DE EQUAL TO THE SIDE
DIMENSIONS OF THE 6UILDING DIMENSIONS.
4. CONCRETE ANCHORS SHALL DE LOCATED NEXT TO EVERY P05T
AND ON EITHER. SIDE OF OPENINGS. TWO ANCHORS SHALL GE
INSTALLED AT CORNER OF ENCLOSED 13UILPINGS WITH END WALLS 2pb.
- ONE ON EACH EASE RAIL.
5. CONCRETE ANCHORS CAN DE ANY ONE OF THE OPTIONS
MENTIONED 1N TABLE 11-A.1.
6. DEPTH OF SLAB TURN DOWN FOOTING SHALL GE GREATER THAN CONTROL JOINTS
FROST DEPTH SPECIFIED PER LOCAL CODE. M
7. CONTROL JOINTS SHALL GE PLACED 50 AS TO LIMIT MAX. SLAB CONCRETE S
SPANS TO 20' IN EACH DIRECTION.
S. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN. OF 1500 PSF. SCALE: NTS
9. CONCRETE STRENGTH TO DE A MIN OF 2500 P51 C� 28 DAYS.
TABLE 11-A.1: CONCRETE TABLE 11-A.2: NOTCH WIDTH
SLAD ANCHOR 5CHEDULE •' • •'
r r • ❑ 14GA FE2 A ❑ 14GA ❑ 12GA
❑ 105 TO 140 1/2" 0 X 7" 2 3/4"8" 1 3/4" 17/8"
❑ 155 TO 180 5/8" lI1 X 7" DEPTH 15 TO GE 11/2"
NOTES: MAX. 6"
1. ANCHORS ARE GA5ED ON ESR -2526 REPORT. [t] COLUMN P
EXPANSION ANCHORS, WEDGE ANCHORS OR ANCHOR - SEE
TAGLE 11-A.1 [3] EASE R
ADHESIVE ANCHORS MAY DE USED AS LONG
AS THEY MEET OR EXCEED THI5 REPORT.
2. MIN. EMBEDMENT DEPTH TO DE 4". ° < . N o
3. ANCHORS TO BE SPACED NO MORE THAN 6" ° z <
FROM POSTS.
4. ALL ANCHORS TO 5E A307 EQUIVALENT OR "a q . Lu o O
Q
GETTER. MIN. 4" EDGE DIST. o m
ANCHOR - SEE SECTION A -A
[1] COLUMN POST
TAGLE 11-A.1 MIN. 4" EDGE DI5T. I. I.
MIN. ,e
CONCRETE
W6X6-6/6 WELDED
WIRE OR FILER MESH A
AS RECOMMENDED DY
MANUFACTURER. 1.
(3) #4 REGAR CONI".
24" 93 REGAR
VARIES 48" C/C
(3] BASE RAIL
GRADE
Qtv<
moo
Qow�
T. NOTCHED EDGE DETAIL
❑ OPTION 1: EDGE OFFSET DETAIL 1
SCALE: NTS
SPACED AT
AX. 20'-O" O.C.
\ 0,
I / II III
� III I
/ /III III III I� �i
LAB FOUNDATION ^` —"
6„ -1-14BUILDING POST
BEYOND
2" WIDE X 1" DEEP
NOTCH ALONG
N OVERHEAD DOOR
..
AND SLOPE TO 2"
OVERHEAD DOOR NOTCH DETAIL
G
SCALE: NTS
OST 3
AIL ANCHOR - SEE(1] COLUMN POST
TAB�LE 11-A.1 /- [3] BASE RAIL
NOTCH - SEE
TAGLE 11-A.2
- W
N CN
K
. • : v d 0 O
J
U m
SECTION B -B
MIN. 4" EDGE DIST.
(7J BASE ANGLE
ANCHOR - SEE TAGLE 11-A.1 [1] COLUMN POST
MIN. 4" K. �
CONCRETE 5LAB F— 1__I! [3J BASE RAIL
GRADE
W6X6-6/6 WE DED • ' a
WIRE OR FILER ME5H B . "
AS RECOMMENDED IDY AS PER LOCAL
MANUFACTURER CODE. MIN. 12"
(3) #4 REGAR CONT. 1' BELOW GRADE
24" #3 REGAR
VARIES @ 46'CIC
❑ OPTION 2: EDGE FLUSH DETAIL O
SCALE: NTS
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CIVIL- STRUCTURAL
5911 Rcnuss— Ph., Suitc B • Told., OH 43623
Tel. 419-292-1988 • Pi 419-292-0955
m a—gincem.mm
DRAWING INFORMATION
PROJECT: 30'-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT No.: 232-16-1683
SHEET TITLE:
FOUNDATION OPTION 1:
CONCRETE SLAB
SHEET NO.: 11-A / 11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPUCATION OF THI5 DRAWING IN WHOLE OR
PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EXTEM OF THE LAW.
- DRAWING5 VAUD UP TO I YEAR FROM DATE OF I55UE.
SEAL:
�OQROFESS/O'v
CIVIL F�
Lu MAR A. m
�(ZABU-YASEIN A
C73389 �P
sF OF cp,0�-O/
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 13 2017
TABLE 11-6.1: ANCHOR 5CHEDULE
emmminum0.
..
140 1/2"r3 X 7"
7111475
14" X 12"
180 5/8'Yd X 7"
21" X 12"
NOTES:
30" X 12"
1. ANCHORS ARE BA5ED ON E5R-2526 REPORT.
24 X 15'
EXPANSION ANCHORS, WEDGE ANCHORS OR ADHESIVE
20" X 18"
ANCHORS MAY BE USED A5 LONG AS THEY MEET OR
EXCEED THIS REPORT.
2. MIN. EMBEDMENT DEPTH TO BE 4".
3. ANCHORS TO BE SPACED NO MORE THAN 6" FROM
POSTS.
I
4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER.
TABLE 11-8.2: CONC.
STRIP SCHEDULE
NOTES:
1. WIDTH AND DEPTH DIMENSIONS CAN
BE INTERCHANGED.
III
ii
Ilh III III /�
\ <\I�
III
III III \Ip
II III
\ \ III III
\ \ \ III
FOOTING OPTIONAL ATOPEN v': CONCRETE STRIP FOUNDATION
END WALLS AND OVERHEAD /
DOOR OPENINGS \ /
GRADE I
• N
A
(4) 94 RED,° m
CONT. F
SEE TABLE 11-B.2 w
N
❑ CONCRETE STRIP FOUNDATION DETAIL
SCALE: NTS I /
II III I� \
SII III ���
Iii III j ��
III
CONCRETE STRIP FOUNDATION NOTES:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION. ANY
OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED.
2., CONCRETE ANCHOR5 SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER
510E OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF
ENCLOSED BUILDINGS WITH END WALLS - ONE ON EACH BASE RAIL.
3. DEPTH OF CONCRETE STRIP FOOTING SHALL BE GREATER THAN FP05T DEPTH
SPECIFIED PER LOCAL CODE.
4. ASSUMED 501L BEARING CAPACITY 15 TO BE A MIN. OF 1500 P5F.
5. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI @ 28 DAYS.
SCALE: N75
1
11-8
[t] COLUMN POST I
ANCHOR - SEE
TABLE it -B.1
[3] BASE RAIL
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CIVIL - STRUCTURAL
5911 Renaissance Plam, S, itc B • Toledo, OH 43623
Tad. 419-292-1988. Fax. 419-292-0955
vawaa-engineers.mm
DRAWING INFORMATION
PROJECT: 30'-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1605
SHEET TITLE:
FOUNDATION OPTION 2:
CONCRETE STRIP
SHEET NO.: 11-8 /11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPUCATION OF TH15 DRAW NG IN WHOLE OR
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 MILL
BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE.
SEAL:
��OQ�pFESS/O��! �
Q CIVIL
O
UJ MAR A. m
� ABU-YASEIN
� C73389 �Q-
�F OF CAS-\FO�
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 13 2017
..
❑105 TO 130
14" X 12"
❑ 140 TO 155
21" X 12"
30" X 12"
❑165 TO 180
24 X 15'
20" X 18"
NOTES:
1. WIDTH AND DEPTH DIMENSIONS CAN
BE INTERCHANGED.
III
ii
Ilh III III /�
\ <\I�
III
III III \Ip
II III
\ \ III III
\ \ \ III
FOOTING OPTIONAL ATOPEN v': CONCRETE STRIP FOUNDATION
END WALLS AND OVERHEAD /
DOOR OPENINGS \ /
GRADE I
• N
A
(4) 94 RED,° m
CONT. F
SEE TABLE 11-B.2 w
N
❑ CONCRETE STRIP FOUNDATION DETAIL
SCALE: NTS I /
II III I� \
SII III ���
Iii III j ��
III
CONCRETE STRIP FOUNDATION NOTES:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION. ANY
OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED.
2., CONCRETE ANCHOR5 SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER
510E OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF
ENCLOSED BUILDINGS WITH END WALLS - ONE ON EACH BASE RAIL.
3. DEPTH OF CONCRETE STRIP FOOTING SHALL BE GREATER THAN FP05T DEPTH
SPECIFIED PER LOCAL CODE.
4. ASSUMED 501L BEARING CAPACITY 15 TO BE A MIN. OF 1500 P5F.
5. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI @ 28 DAYS.
SCALE: N75
1
11-8
[t] COLUMN POST I
ANCHOR - SEE
TABLE it -B.1
[3] BASE RAIL
MANUFACTURED BY:
270 Old Highway 99
Maxwell, CA 95955
1-877-604-2777
ENGINEERED BY:
A&A ENGINEERING
CIVIL - STRUCTURAL
5911 Renaissance Plam, S, itc B • Toledo, OH 43623
Tad. 419-292-1988. Fax. 419-292-0955
vawaa-engineers.mm
DRAWING INFORMATION
PROJECT: 30'-0" WIDE BUILDINGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 232-16-1605
SHEET TITLE:
FOUNDATION OPTION 2:
CONCRETE STRIP
SHEET NO.: 11-8 /11
DRAWN BY: LAK DATE: 1/10/17
CHECKED BY: OAA DATE: 1/10/17
LEGAL INFORMATION
- ANY DUPUCATION OF TH15 DRAW NG IN WHOLE OR
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 MILL
BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW.
- DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE.
SEAL:
��OQ�pFESS/O��! �
Q CIVIL
O
UJ MAR A. m
� ABU-YASEIN
� C73389 �Q-
�F OF CAS-\FO�
DATE EXPIRES: 12/31/2018
DATE SIGNED: JAN 13 2017
P
A&A ENGINEERING
CML STRUCTURAL 5911 Renaissance;Place,'Suite B T611:4410)102 1983'
unce,iv�r, Tolcdo, Ohw 43623, Eax„ (419) 292.6
www.a2teng1peers.com
February 10, 2018
Re: Approval of Existing Slab
Project: 30' -0"x40' -0"x12'-0" Carport Styled Building
A&A Project # 232-18-0092 (Generic Plans for State of CA)
Owner: John Cardoza
Location: Oroville, CA 95966
To Whom It May Concern:
This letter is written to approve the use of the existing 4" concrete slab and the ± 14"x20" turned down
footing all around the perimeter of the building at the above referenced location. It is our understanding
that the existing concrete slab is in good condition with min. cracks or settlement, see attached pictures.
As per our generic drawings referenced above, garage structures shall be anchored to concrete slab with
a min. of % " x 7" long wedge or expansion anchors, ±6" on base rail from every post, and with
minimum edge distance of 3 %: " from center of anchors to edge of concrete
A & A Engineering makes no warranty, either expressed or implied, as to the above findings,
recommendations, specifications or professional advice; -except that the same was concluded after being
prepared in accordance with generally accepted professional engineering practice in the fields of
foundation and structural engineering.
Thank you for the opportunity to be of service to you. Please contact me for any further information you
may require.
Respectfully yours;Q�aFEss/o`
��- CIVIL- my
co
OMAR A. m
ABU-YASEIN T
CZ3389 Q{�
Omar Abu-Yasein, Ph.D. PE, SECB,9�ip�
Senior Civil/Structural Engineer OF`CAL
BUTTE
COUNTY
E3U_TE COUNTYFEB=16 2018
BUILDING DIVISION DEVELOPMENT
VESERVICES
-3 IZ1IF,
Pagel of 3
A&A ENGINEERING :. ;
s *CIVIL
STRUCTURAL 5911 Renaissance Place; SiIiie B Tel (419)292=1983 .
aj. smao"e 'Toledo,Ohi643623Fax (419)292-0955•'
z ••�yvv .aa-eugiueersxom
c�r
1 iii
1
A&A E_ MANEERING
-`
CIVIL S7 RUCTURA_ L
:5911 RenaissancePlace SuiteB
,.,
'Tel (419) 292-1983'•
s ,
`Tplcdo, Ohio 43623
iFax (4'j9')-2'9'2-0-9'5'-5j
.,
,.
-
•
M
wi%vw:aa-engineers.cotn ,
• �
•
�
' 1
scVl! �.f—. r•aP•1�tw.''6�j/ �'•4,� 'n. ..•.f'
I"_
..A � it? `.J +Li Y �
Y
_
' . ' ,
-
.a tee.+
. .
r ' .i
- ""`� '�
- _ _ ••�°" �+- x,;.-7r-�_ �
' y^' �"I�",'
��^''�: _ate �. � 1 _
'
'
cat
!
St:� tom'^' •
iF
y
Page 3 of 3