HomeMy WebLinkAbout021-320-011I ,
021-320-011 02-0965
HAGBERG, Lowell & Anne INAu\,
gS/ French Ave, Gridley
NNew Single Family
r
021-320-011 03AG238
HAGBERG, JAY
1151 FRENCH AVE, GRIDLEY
Cont: N/A
AG EXEMPT BUILDING
B07-0218 021-320-011
MISCELLANEOUS Patio Cover/CvdPch
INSTALL PATIO COVER (735)
1151 FRENCH AVE
HAGBERG, J LOWELL & ANNE MAR
021-320-011 03AG238
HAGBERG, JAY
1151 FRENCH AVE, GRIDLEY
Cont: N/A
AG EXEMPT BUILDING
B07-0218 021-320-011
MISCELLANEOUS Patio Cover/CvdPch
INSTALL PATIO COVER (735)
1151 FRENCH AVE
HAGBERG, J LOWELL & ANNE MAR
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2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES '•JR �. 'y '•, 4 E. -kms
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e.Rt� 12 PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES = a� �4`a
97CDO1
97CDO2
97CD03
97CDO4
97CDO5
97CDO6
97CDO7
97CDO8
97CDO9
97LTOI
97LT02
97LT03
37LT04
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4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES fy PE ae,a
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5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES TH C r'•'�
6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTUR °�•**i ► .
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iA�t 10dfll'EI�ONENTS 'al/n1/1.1
1. DESIGN IN ACCORDANCE•Wit'FI•THE UNIFORM B G CODE 1997 4 V OR DE!!rr „
EDITION.
3�.�P,.'•• •-,. F HT LFSS THAN 15 EI Design Uplift Wind Pressure (psf)
2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM �j.�! r -
ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD 'Z::',- t? .'•.1+;, Simple Span Areas Eaves and Uverhangs
eed Unenclosed Eru losed Unenclosed Enclosed
3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSION ......:...•.. ; :: `r h Exposure =
PLOT PLANS SHOWING E)(ACT LOCATION AND SIZE OF EXISTING AND PROPOSED i
STRUCTURES. y" "'G B 10.16 10.16 10.16 21.87
4. DESIGN LOADINGS: �%, 7aofESs;o�. ,; •�� tX� a a90 B 16J6 16J6 16.76 36.11
z�• .•" .qq �r '8i"CP'%` 0770 C 17.36 17.36 17.36 37.40
A. APPENDIX CHAPTER 31 DIVISION 111. PATIO COVERS: �I REG -NO
• °• �/ fl4C'in�4�i'y� ''''..'4t
�Alf.+l 90 C 28,66 28.66 28.66 61.73
LIVE'LOAD: 10 POUNDS PER SQUARE FOOT. = IV: 6362
20 POUNDS PER SQUARE FOOT - R. F. TUCKER s F
25 POUNDS PER SQUARE FOOT - �ti N Id TT Design Uplift Wind Pressure (psf)
30 POUNDS PER SQUARE FOOT
40 POUNDS PER SQUARE F00T °7�'N pnKo.� �� X02 •�C Simple Span Areas Eaves and Dverhangs
60 POUNDS PER SQUARE FOOT ••••' . R. F TUCKER SI Unenclosed Enclosed Unenclosed Enclosed
• ,.
,Y0 No.032Ufs5 •'•:' Exposure
WIND LOAD: FQR 0.4112 > SLOPE < 212 • •••.;��N+°Y B 10.65 10,65 10.65 22.93
17,58 17.58 17.58 37.86
Design Lateral/Uplfft Wind Pressure(ppf� �,5� 'L :� �aOs 0 C 1&05 1805 18.05 38.88
Speed Simple Span Meas Eaves and OvertdnBs'z t s/?NR.tti r
.au ,� : ;�. 90 C 29,80 2920 29.80 64.18
mph Height Zone Unenclosed Enclosed Unenclosed Enclosed
70 Less than 10' 7,5 7.5 75 75 `
Thr FOR DESIGN OF PRIMARY FRAME SYSTEMS
90 Less than 10' 11.3 11.3 U3 11.3 ^-. 21 ;2� • : Q,lr r�7!,,,
70 Less than 2' 10 10 10 10 •' - �lSy`� Design Wind Pressure (psf)
15 'fi T :` �4 ' Exposure B Exposure C
90 Less than 12' 15 1515 m:,,l,,,l,:• '.) 70 mph 90 mph 70 mph 90 mph
I h.JrebY cHrtill• ?! at hu Ctc.
CfiiOtl,ur.3••,ntasrtr5:%�R 71 ,,� -'
or U-1- Lateral 102 168 17,4 28J
B. COMMERCIAL STRUCTURES 51�c.4r 11 r,ut, R;-eaerr_ P c F O,S.: Uplift 104 15,0 10,0 16.05
UVELOAD: 20 POUNDS PER SQUARE FOOT. Of the STatolOf 8 =� the �` SS7Gh..
25 POUNDS PER SQUARE FOOT
F uOFp 40 POUNDS PER SQUARE FOOT D t, R. F. UCKER
30 POUNDS PER SQUARE FOOT T _ -
60 D$ APER SQUARE F `I' , HO' 2`r,�_C
REVISION DATE REVISION
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GENERAL NOTES:
(CONTINUED FROM SHEET NO. 1)
NOTE: EXPOSURE 'B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR
SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF
THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM -
THE SITE.
EXPOSURE "C" HAS TERRAIN WHICH IS FLAT AND GENERALLY
OPEN, EXTENDING ONE—HALF MILE OR MORE FROM THE SITE,
IN ANY FULL QUADRANT.
5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III
PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT
FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE
SHALL BE A MINIMUM OF 3.5 INCHES THICK AND.NO CRACKS WITHIN
2* -6" OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF
4 INCHES FROM EDGE OF SLAB.
6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL_ ALLOWABLE SOIL
BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES
SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED
BY A 1/2 INCH LATERAL GROUND MOVEMENT.AND FOOTINGS FOR THOSE
STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL
BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF
DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION
AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A
LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE
BUILDING OFFICIAL
7. ALUMINUM BOLTS TO BE 2024—T4.
8. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES
PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO
STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES.
9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER.
10. STEEL BOLTS Shall BE ASTM A-307.
11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED.
12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE
CADMIUM PLATED "AN" BOLTS.
13. HIGH STRENGTH BOLTS SHAM BE ASTM A-325.
14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES.
15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31
. DIVISION III OF THE UNIFORM BUILDING CODE.
16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE
THAN THE FIRST INTERIOR COLUMN.
17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING.
18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE.
19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS
OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT
BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET,
THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN
ACCORDANCE WITH U.B.C. SECTION 2004.3.
20. ALL SCREWS CONFORM TO ANSI 818-6-4 AND SAE J933.
GENERAL NOTES FOR LATTICE STRUCTURES:
(PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2
AND 97LTOI THRU 97LT06.)
1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR UVELOAD AND
WIND LOADS.
2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED.
R REVISION DATE REVISION
Engineering Services
N0. 2 1 . �, 1140 All Pro Drlw
Eaftr1, IN 46314
V' KG ICSO ES EVALLMTION REPORT NO. ER -2621P
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.NNE S STAMP , is „nnn 97GN02 2 OF 2
No. 16273
EW. 6.30• C�
JUN 14 2005
SPACING
INSTALL
COLUMN VERs E NOTE #7, SHEET 97GNO2.
PROVIDE 1 1/2" SEE SCHEDULE FOR
DRAIN J FOOTING SIZE 'd" = TYP.
CUBE SIZEPROVIDE 1 1
OPT. 3 1/2 CONC SLAB . d. DRAIN
SEE NOTE # 5 ON
SHEET 97G 02.
MULTISPAN ATTACHED CAMEM STRUCTURE NGTH VAR[ 5
MAX•
FOR COLUMN SIZE SEE
'COLUMN SCHEDULE" '
NOTE: PATIO WIDTH VARIES W/ SELECTION .�
OF HEADER, NUMBER OF -COLUMNS FASCIA COVER y
AND LOADING CONDITIONS. SEE HEADER PANEL COLUMN x IW
SCHEDULES FOR MAX. COLUMN SPACING. VERTICALLY
DRAIN
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13 1/2' CONC. "d` t I 'jZ—SEE SCHEDULE
IGT£ SPAN FREESTANDING STRUCTURE BAR AS
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SEE SCHEDULE FOR '- NOTE E
FOOTING SIZE "d' SHEET 97GNO2.
nNGLE SPAN ATTACF.ED CANTILEVERED STRUCTURE
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DATE REVISION DATE REVISION
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VERT CALL
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2 NSTALL CO
ROVIDE 1 1/2 -.'DRAIN
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VERTICALLY
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SEE NOTE i 5.
SHEET 97GNO2.
DRAIN
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SEE NOTE ery 5 ON
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SCHEDULES
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COLUMN VERs E NOTE #7, SHEET 97GNO2.
PROVIDE 1 1/2" SEE SCHEDULE FOR
DRAIN J FOOTING SIZE 'd" = TYP.
CUBE SIZEPROVIDE 1 1
OPT. 3 1/2 CONC SLAB . d. DRAIN
SEE NOTE # 5 ON
SHEET 97G 02.
MULTISPAN ATTACHED CAMEM STRUCTURE NGTH VAR[ 5
MAX•
FOR COLUMN SIZE SEE
'COLUMN SCHEDULE" '
NOTE: PATIO WIDTH VARIES W/ SELECTION .�
OF HEADER, NUMBER OF -COLUMNS FASCIA COVER y
AND LOADING CONDITIONS. SEE HEADER PANEL COLUMN x IW
SCHEDULES FOR MAX. COLUMN SPACING. VERTICALLY
DRAIN
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IGT£ SPAN FREESTANDING STRUCTURE BAR AS
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FOOTING SIZE "d' SHEET 97GNO2.
nNGLE SPAN ATTACF.ED CANTILEVERED STRUCTURE
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No. 16273 '
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DATE REVISION DATE REVISION
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Elkhart, IN 45514
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NAME STRUCTURAL CONFIGURATIONS
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SHEET
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JRAFTER NOTE: SEE TABLES
l
MAX. RASTER SPAN
if B' ALUM. 80 B:AII 4.3. 4S. 53 AND 5.4
3'X8'If 12 Gk S?TFL 'C' BEAM HFAOEA I � 6' YIN. O'HANG Ml1LTISPAN FREESTANOIALG Jt� (CLEAR STAN)
kph lATi10E STRUCTURE Sod TxD OR MORE SPANS
8' ALUM.
RAFTERS 10224''RO.C. Y.
EE RAFTER NOTE �"'kt
LATTICE OVERHANG 16' FOR O�6
1 1/2' X 1/2' Ile
' I
COLUMN HT. J 61
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OPT. 3 162" CONC. I Y I P SEE SCHEDULE C� a •d• RAFTER
SLAB- ONSSN.EFT 67GN02 �NOTEe'J NOTE
SINGLE SPAN ATTACHED Q 2" X 6 1/2" OR 3" X 8"
�pEESSlpiy
LATTICE STRUCTURE ' ' ERS
0 24" O.C.
LATTICE:? �W
0.018" x 1 1/2' x 1 1/2":'5
0 3" O.C. MINIMUM OR �8• �\VIANo. 16273-/
O'MG 25X OF 2 "x 2" 0 4" O.C. MIN. 3 k ��1 \ Faa G30• 0
�` COLUMN SPACING 3. �(!iL
s SEE SCHEDULE FOR Pit p ' ocrtESS!Gq,. f V1
A' COLUMNS. ALL COLUMNS
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T COLUMNS. SLAB. Gfl
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GENERAL METHOD FOR USING THESE TABLES
I CHOOSE FREESTANDING OR ATTACHED COLIMERC� OR PATIO SMUCTURE.
2 CHOOW PROJECTION. YAM OVERHANG YAND LOAD AND LIVE LOAD
3 FIND TRIBUTARY VADTH FROM TAKE Ze AND DRAV&= ON 87SM OF'STRUICTURAL COMMURATIC'Ns-
I CHOOSE A PANEL FROM SHEET I THAT HAS ADEQUATE CLEARSPAN FOR YOUIR NEEDS
S CHO�IE A HEADER FROM SHEETS 24 THAT HAS ADEQUATE COLUMN SPACING
a USE THE FOOTER SIZE 8110VIN.
7 FOR SINGLE SPAN ATTACHED PATIO uscTwE POST sHowN.
LOOK AT THE 7ABLEILPROVIDIED FOR ALL OTHERS.
S FIND THE OC SPACING OF WALL CONNECTIONS ON TABLE 6 5
9 RND THE NUMBER OF PANEL. TO HEADER FASTENIERS ON TABLE A OF 07CD04 DETAILAE.
10 FIND THE APPROPRIATE DETAILS ON 6700011 TO PFCON.
FOR CONCRETE PATIO SLABS
F0U.,OVV 14 ABOVE
5 CHOOSE A COLUNIN LENGTH IF USM COLUMN W (8'4r OR 10-C)
. FPO THE MAIM" COLUMN SPACING ON SLABS FROM TABU 2.1
CHOOSE A HEADER (TABLE Zi OR 2.5) THAT HAS THE SAME OR GREATER -
COLUMN SPACING FOR THAT IRS VVIDTH AND LIVE AND VVIND LOAD
6 USE COUAWTYPE V OR STRONGER (UNLESS USING COLUMN W)
0 FOLLOWSTEP & 0 AND TO ABOVE
12
13
14
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To
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22
23
24
25
21
26
20
30
32
33
34
37
38
10
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— ME`RNANG " ,
9 1 2 3 4 6 7
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GENERAL METHOD FOR USING THESE TABLES
I CHOOSE FREESTANDING OR ATTACHED COLIMERC� OR PATIO SMUCTURE.
2 CHOOW PROJECTION. YAM OVERHANG YAND LOAD AND LIVE LOAD
3 FIND TRIBUTARY VADTH FROM TAKE Ze AND DRAV&= ON 87SM OF'STRUICTURAL COMMURATIC'Ns-
I CHOOSE A PANEL FROM SHEET I THAT HAS ADEQUATE CLEARSPAN FOR YOUIR NEEDS
S CHO�IE A HEADER FROM SHEETS 24 THAT HAS ADEQUATE COLUMN SPACING
a USE THE FOOTER SIZE 8110VIN.
7 FOR SINGLE SPAN ATTACHED PATIO uscTwE POST sHowN.
LOOK AT THE 7ABLEILPROVIDIED FOR ALL OTHERS.
S FIND THE OC SPACING OF WALL CONNECTIONS ON TABLE 6 5
9 RND THE NUMBER OF PANEL. TO HEADER FASTENIERS ON TABLE A OF 07CD04 DETAILAE.
10 FIND THE APPROPRIATE DETAILS ON 6700011 TO PFCON.
FOR CONCRETE PATIO SLABS
F0U.,OVV 14 ABOVE
5 CHOOSE A COLUNIN LENGTH IF USM COLUMN W (8'4r OR 10-C)
. FPO THE MAIM" COLUMN SPACING ON SLABS FROM TABU 2.1
CHOOSE A HEADER (TABLE Zi OR 2.5) THAT HAS THE SAME OR GREATER -
COLUMN SPACING FOR THAT IRS VVIDTH AND LIVE AND VVIND LOAD
6 USE COUAWTYPE V OR STRONGER (UNLESS USING COLUMN W)
0 FOLLOWSTEP & 0 AND TO ABOVE
12
13
14
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To
11
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19
31
22
23
24
25
21
26
20
30
32
33
34
37
38
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THIS TABLE MAY BE USED FOR COMMERCIAL PATIO OR LATTICE STRUCTURES
APR 18 2003
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37
33
14' 64'
122
22
4
26
R
27
22
164�
1 133
32
32
38
38
S -e
28
I
27
I
29
31
1
22
I
17-r
1'r
30
IT
13'-2'
31 31
31
31
31
16-T
34
34
34
34
34
27.6'
37
37
37
37
37
4.)
IT 51-T
23
25
27
28
23
1C-I(r
32
32
37
16-0'
39
S -T
26
28
30
32
23
16
31
Iff
174r
31 31
31
31
31
IS -T
34
34
34
34
34 ,
.3613613el33
21-4r
37
37
37
371
37
-
19 S -T
24
25
27
28
24
14*4'
T?
33
36
36
36
If -r
S -T
26
28
30
32
IV
20
t
2
30 32
34
35
24
29-M
31
33
36
37
26
39r -4r
33
36
38
40
29
20
4'
9,4r
W -V
23
25
27
28
21
27-r
26
31
33
35
28
3,r -r
32
34
37
39
32
4-
S
27417
29 31
34
35
26
26-1 V
30
32
35
37
27
364"
32
35
37
39
30
39
S'
9-11"
23
25
27
28
19
22V -I
29
31
33
35
25
3T
32
34
33
38
28
5'
33
6
20' -Il*
29 31
33
35
27
294"
30
32
34
35
2B
37,T
32
34
37
39
31
37
6
V-2'
Z3
25
27
28
20
JV4r
28
30
32
34
26
2T-Ilr
30
32
35
37
29
6
37
r
IV4"
20 30
32
34
27
27-ir
29
31
34
35
29
29P-I(r
31
33
36
37
31
37
T
T4r
22
24
26
27
20
1 T-7"
27
29
31
33
26
2T -T
30
32
34
36
30
7'
35
Ir
IV -1*
28 30
32
34
28
21' -Il'
30
31
33
35
30
27-11"
32
32
35
37
32
38
v
7-a
22
24
28
77
21
16'-S*
27
29
31
33
27
24'-1'
31
32
34
36
31
V
36
V
Ir -l'
29 29
31
33
29
2(Y -W
30
31
33
35
30
29--r
33
33
35
37
33
2V -r
9
G -W
23
25
27
26
21
16-4r
28
28
30
32
28
27-7
31
31
34
35
31
9
37
117
IF -7'
29 29
31
33
29
IW4r
31
31
32
34
31
2F -Q'
33
j3
34
36
33
36
IV
6-4"
23
25
27
28
22
W -T
28
28
30
32
28
21'-7'
32
32
33
35
32
10
21'-I(r
Ii'
IS -5'
30 30
30
32
3D
IF -r
31
31
32
34
31
2,r -W
34
34
34
36
34
36
11'
6-W
25
26
28
30
21
14'4r
28
28
29
31
28
20r-7'
32
32
33
35
32
11'
34
17
14W
38
38
38
36
7-11-
32
32
32
33
321
23-4r
W
351
M
W
W
37
,
371
S -r
251
N
"
3D
21
ly-F
'J�
29
"
299
29
31
29
ly
33
M
13-7'
UJUJUJUI
40
40
1 z
40
17
If -7*
38
M
38'
38
38
N
W
I Z
33
33
33
33
2Z -G*
35
35
35
35
35
38
38
S -r
26
27
29
31
22
17-11"
29
29
29
31
29
IV -11*
33
33
33
34
33
IT
35
14'
174r
19-Z'
39
3
W
3
42
4
39
33
33
A34
33
33
21'-r
36
1
38
36
36
36
38
38
S -e
28
I
27
I
29
31
1
22
I
17-r
30
30
30
31
30
IVT
135135
34
34
34
34
34
1 N
35
is
13-21
35
18'-4 r
16'
'
,
M3939
40
4.)
34
34
34
34
21'-W
37
37
37
37
37
16-0'
39
S -T
26
28
30
32
23
17.0"
31
31
31
32
31
Ir -7'
34
34
34
34
34
IS
36
19 ,
12' -Er
36
36
IT -10'
-
-
"o
3111
40
34
—
Iff I
%7
T?
36
36
36
36
If -r
S -T
26
28
30
32
24
1 V-7-
31
31
31132
43
31
17-T
S -(r
26
351351351
30
W
IV
20
t
2,r-7
3o .
32
34
36
28
2W4r
31
33
35
37
30
4(Y-1"
34
36
39
40
34
20
4'
W -V
23
25
27
28
21
27-r
26
31
33
35
28
3,r -r
32
34
37
39
32
4-
31
6
2Z -r
30
32
34
36
30
2Q` -I V
31
32
35
36
31
.35-iCr
35
35
37
39
35
39
5'
8* -Il'
23
25
27
28
22
21'-1-
29
30
33
34
29
317-1 V
33
33
38
38
33
S
36
9
27-11'
31
31
33
34
31
2F -4o
33
33
34
36
33
3Z4r
36
36
37
38
36
34
9
W -T
M
25
27
28
23
Igr-r
30
30
32
33
30
2U -T
34
34
35
37
34
IF
37
7
19-4"
32
32
32
33
32
27-6'
34
34
34
35
34
30r -Y'
37
37
37
38
37
37
r
T4r
23
23
25
27
23
ir-w
31
31
31
33
31
26--
35
35
35
36
35
7
1.1-10"
9
IW -I'
33
33
33
33
33
21�4 1'
34
34
34
34
34
294'
38
38
38
38
38
37
9
T -W
24
24
25
27
24
le -r
32
32
32
33
32
2,C -F
36
36
36
36
36
9
40
V
17-l'
33
33
33
33
33
2a4r
35
35
35
35
35
2V -r
30
39
39
30
39
70 MPH EXPOSURE
V
V -r
24
25
27
28
24
164r
32
32
32
32
32
274-
37
37
37
37
37
9
2F -(r
IV
16-r
34
34
34
34
34
IW4r
36
35
30
36
36
2T4'
39
39
39
39
39
32
Iff
6-4'
25
25
27
28
25
IV -11'
33
33
33
33
33
21'-I(r
37
37
37
37
37
ICY
37
IT
Is -F
34
34
34,34,
33
34
181-W
33
2r-10*
37
36
38
2-V-10'
40
40
40140
32
40
34
11.
V -Cr
25
26
28
29
25
14'-T
34
34
34
34
34
2a -IW
38
38
38
38
36
111
39
12
14W
3!
35
31
33 33
31
1 IT -11-
37
,
37
,
37
,
371
37
27-10-141
39
41141
39
41,
39
17 13-7 34 34
1 r
S4r
19.1-
35
315
35
M
13-7'
UJUJUJUI
40
40
40
40
-U
W -C'
38
M
38'
38
38
N
W
I Z
36
IT
IC -T
3f:
3 6
3 6
16
3 6
17'-T
38
38
38
381
38
2Z-I(rlAl
37
41
41
41
41
41
17
S -(r
26
27
29
31
26
17-1"
35
35
35
35
35
19-Z'
39
3
W
3
42
4
39
ly
le
17-8*
36
36
I
36
3"
3"
le -r
139139139139
38
38
38
30
38
22..(r
42
42
42
42
]41
42
H
If
1251261nj;*1
9-4"
27
27
29
31
27
17-r
1
35
35
35
35
35
18'-4 r
16'
'
,
M3939
40
4.)
40
"
1'r
Is
17-7
:37
37
37
37
37
1
16-0'
39
39
39
39
39
21'-T
43
43
43
43
43
15
S-7
27
28
3D
32
27
17-2"
36
36
36
36
36
IT -10'
-
-
"o
4 I)
40
16
Iff I
17-W
36
36
36
36
36
If -r
39 1
2U-7-
43
43
43
43
43
le
le
S -(r
26
26
30
W
—
4 I
419
",
4 I
41
IV
9DMPH EXPOSURE
C
27
28
31
32
21
17-11"
31
33
36
37
26
29-3"
35
37
20 f 27-r .33 35
38
40
26
2,C -i 1-
34
36
39
41
29
3V-7-
36
38
41
43
31
9 2V -l' 33 35
37
39
3D
27-C
33
35
38
40
31
2r4'
35
37
40
42
33
6 19-C 32 34
37
38
30
20-C
33
35
37
39
32
29-11-
34
36
39
41
33
7 Ir -W 3t 33
36
37
31
lfr-I(r
32
34
37
38
32
27-1-
35
35
38
4D
35
9 IF -I 1' 32 32
35
36
32
174r
33
33
36
37
33
21--r
35
35
37
39
35
9 16-(r 32 32
35
36
32
IV -7"
34
34
36
37
34
2V-4-
36
36
37
39
36
IV W-21 33 33
35
36
33
JS -r
34
34
35
36
34
l5r-C
37
37
37
38
37
1 r 34
34
35
34
164r
35
35
35
36
35
IV-iU'
37
37
37
38
37
17 IT4r 34 34
34
35
34
1,C -S'
351
W
361
361
36
I%
35
35
38
38
38
12W W
W
35
3 5
W
1.1-10"
X
W
36
W
W
ir
391!13
19
9-1*
39
W
J35
1
,Z
I,r 17-W V 35
fl17
3515
5
3
35
iT-r
37
37
37
1
37
37
194r
39139139
1 1r
I 'r.r
39
39
19 ll -r 36 36
IS
36
V
W
36
36
17-10'
37
37
37
37
37
1
40
40
40
40
40
IF' I I' -T 36 36
W
36
35
'S
35
1 17-r
37
37
37
37
37
67
1 r
14D140140
Z8
22
40
40
8 1
70 MPH EXPOSURE
C
70 & 90 MPH EXPOSURE
34 35
28
26-11-
30
32
35
�37
29
3r -ll*
33
35
38
40
33
25 r 274r 29 31
& 29-7' 29 31
33 35
20
2F -(r
31
32
34
30
31
3T�T
35
35
37
39
35
B, jo�-w 3a 3o
32 34
3o
2?.r
32
32
34
35
32
37-2'
36
36
37
39
36
r 17*4* 31 31
31 33
31
21'-1'
33
33
33
35
33
2910
37
37
37
37
37
v IV -T 32 32
32 33
32
jr4r
33
33
33
34
33
2r-10*
37
37
37
37
37
9 164' 32 32
32 32
32
19-r
34
34
34
34
34
29-T
38
38
38
38
39
117 1,1174r 33 33
33 33
33
1 r-6'
35
35
35
35
35
2C-11'
39
39
39
39
39
11' 13!-I(r 33 33
33 33
33
16-10'
35
35
35
35
35
23-r
39
39
39
39
39
17 13-7 34 34
34 34
34
19.1-
35
315
35
35
5
35
27Z-
40
40
40
40
40
40
IT IZ-W 34 34
34 34
34
1
IS4r
36
36
R38
36
3
36
36
3
21*41"
41
4
4
41
41
4 1
'1
J2
14* IZ-3' 35 35
35 35
M35
36
14'-1 1*
37
37
37
31
37
2U-10'
41
41
41
' 1
4 1
IS' t 1 I'-I(r 35 35
35
35
14W
38
39
38
38
217-7
42
42
42
42
4
-C
W -W
27
28
31
32
21
17-11"
31
33
36
37
26
29-3"
35
37
40
42
3D
W
S
V4r
27
28
31
32
22
lV-(r
30
32
35
36
27
23-T
33
35
38
40
31
5
6
9-T
25
27
29
30
23.
14* -7-
30
32
35
36
28
21'-a'
33
35
37
39
32
6
7'
T -r
25
27
29
3D
24
IV -W
29
31
33
35
29
19-10*
33
34
37
38
33
r
9
V-11"
25
27
29
3D
24
12'-r
30
31
33
35
30
IV -7-
34
34
37
38
34
V
Of
V-7'
27
28
31
32
25
IT -11"
30
30
32
34
30
Ir4r
34
34
36
37
34
9
117
6-2*
27
28
31
32
26
ll* -4*
31
31
32
34
31
IV -r
35
35
38
37
35
117
11,
S-11,
28
30
32
34
25
W -W
31
31
25
28
31
16-117
35
35
35
36
35
11'
17
IT
1'r
IS
IF
P
28130132134
29
29
30
30
31
31
32
32
MIX
CONS. FOOTER SLU
CO'LS'
25
26
27
27
25
J:
FREESWOMG ATT
32
33
33
33:
TION
COLUMN
32
32
33
33
33
IS -2'
14 -4r
14'-T
17
IT -l'
GIACING
F007U '�r tN) FTR
COLUMN "TS 'r
TABix 3.2
ALL FOOTERS LISTED ARE WNSTRAIN
TO USE NONCONSTRAINED FOOTERS
SEE TABLE ON SHEET 2 OF 8
TABLE 3.1
(m
(Fn
rr 1W' 16' Ir
70 MPH
EXPOSURE
8
21
23
25
26
19
9
IV -r
21
23
25
26
.19
23 25 27 28 20
iv
iiy.(r
20
22
24
25
19
22 23 25 27 21
22 23 25 27 22
ii,
g -v
21
23
25
26
20
22 23 25 27 22
12'
9-1-
21
23
25
26
21
23 23 25 27 23
ix
vr
22
24
26
27
20
24 25 27 28 24
tr
W -s,
22
24
26
27
21
25 25 27 28 25
is
w -l"
z3
25
27
28
21
25
IV
r-Icr
23
25
27
28
21
2e
I ir
I r -r
124
25
271
291
21 1
25
1
70 MPH
EX
URI:
C --
rRE[,S1:CNDING AND ATrACHEO
COW it AL STRUCIURES
14'
1
26
9
11--r
25
26
28
30
19
26
g
Ig -T
25
26
28
30
19
ig
ia-m
23
25
27
28
19
11,
g4r
25
26
28
30
20
IZ
9.11
25
28
26
30
21
IV
u4r
26
27
29
31
20
I,r
jr-W.
20
27
29
31
21
19
9-1*
26
23
30
32
21
Ig
7-1(r
26
26
30
32
21
1 1r
I 'r.r
271
29
1 31
1 33
21 1
9D I?PH
EXPOSURE
D
ll'.2"
24
26
28
29
22
IV -r
24
26
28
29
22
my
104r
23
25
27
Z8
22
ii,
g4r
24
26
28
-
23
ir
91-1*
24
26
28
29
24
17
V�r
25
27
29
31
24
it
C-�V
25
27
29
31
24
Is
9-11
26
28
30
32
25
IV
T-l(r
26
28
30
32
24
17' 1
r-7-
1 27,
20,
31
, 33
25
go MF44
EXPOSURE
C
20
V
11%2-
28
30 32
34
23
g
la.6,
28
30 32
34
23
io,
io-T
27
28 31
32
23//
9-r
28
30 32
u
IZ
9-1"
28
30 32
34
IS!
V4r
29
31. 33
35
14,
VZ*
29
31 33
35
70 MPH
EXPOSURE
8 AND C
25 V
lof4r'
23
25 27
28
1
9
V -r
23
25 27
20
19
1(y
8'-11*
23
25 27
28
19
ir
9-r
25
26 28
.30
19
12-
V-2-
25
26 28
30
20
13,
'r-l(r
26
27 29
31
20
IW
r4rl
26
9
27 29
31
20
is
7,-r
26
28 30
32
20
Is, I
r4r
26
28 301
w I
-,o
17
IT
1'r
IS
IF
Sr
T -v
F -T
S -I"
r -Il"
28130132134
29
29
30
30
31
31
32
32
33
33
35
35
35
35
36
35
25
26
27
27
25
IU -4' 132132
9-11"
9-r
91-W
W-11'
32
33
33
33
32
33
33
33:
J3214
_Q
W
,
M
32
32
33
33
33
IS -2'
14 -4r
14'-T
17
IT -l'
lz
13
if
IN
19
TABix 3.2
ALL FOOTERS LISTED ARE WNSTRAIN
TO USE NONCONSTRAINED FOOTERS
SEE TABLE ON SHEET 2 OF 8
TABLE 3.1
0&90
MPH
ED
4.
v.(r
23 25 27 28 20
27-S'
28 31 33 35 28
32--r 32 34 3? 38 31
w
T
9
r -(r
T-4*
22 23 25 27 21
22 23 25 27 22
21'-1'
Ig -r
28 30 33 34 29
3o 30 32 33 30
29-110 33 33 35 37 33
26-2" 34 34 35 37 34
6
V
7
V -W
22 23 25 27 22
1r-ig'
31 31 31 33 31
26-2* 35 35 35 36 35
7
04M erinifix
v
U-4"
23 23 25 27 23
Iff-r
32 32 32 33 32
2r -T 36 3B 36 W 36
9
maDmPRODMIS PC
9
64r
24 25 27 28 24
16-T
32 32 32 32 32
23'-1* 37 37 37 37 37
Of
1140 ALL PRO DRIVt
la
S -W
25 25 27 28 25
33 33 33 33 33
21'-I(r 37 37 37 37 37
IU
ELKHART. IN 46514
ICOO ES EVALUA710H REPORI (F-2
25
14--T
34134 34 34 34
U
2V40" 38 38 38 38 38
11'
KEACCA SPANS. COLUMN SP-C,�C,
lz
57-21
2e
13,-r
:
3.4 4 34fl34 34
4 3
38
217-0' 38 38 38 38 38
.
1Z
rOOIER SIZE AND COLUUM TYFE fOR
25
1
IT -l'
3 35 35 35
'5 3 5
IV -2* 39 39 3.9 39 39
9
I 1
IT
rRE[,S1:CNDING AND ATrACHEO
COW it AL STRUCIURES
14'
W-9"
26
ir-r
3 3 35 35 35
5 :36
40 40 40 40 40
14'
15'
4V-7�
26
17-2'
36 36
a 6 ,
313
4. 4. , ,
lr-10* 40 40 40 40 40
15
—
APR 18 2003
JUN 14 2005
MAR 0
4.v 1---
UVET
LOADIV40THr—
—7M -T-
—
co,
UVE
I=
"M
—1"
W
36
R5
41
29
6W
i
38 41
CONS FOOTIM
SEM
37
36
35
34
34
34
33
33
34
CO"S. FMM SIX
MM
MUrIM
SM
%a
I &iW F�.&E
35
38
40
31
ca-u-im
i
...
FOPIIGW�
33
32 21 1r-11' 31 33
6
IV -A'
I
I
"—"
A
OxuMm
35
37
=~
1 ftd]EW""�.
I Arr
34
36 39
41
33
7'
I:a
1r -(r
31
33
7
19 -IT 32
34
SlAcm
M
32
27-1'
OWN&
W
35 38
40
35
27
v
is, -w
32
32
35 36 32
ir-C 33
33
36
37
33
21,-r
35
35 37
39
35
32
9
IS*4r
32
32
35 36 32
1 9-r 34
34
36
37
34
2U -C
36
36 37
0
35
33 35 32 Vr�* 37 37 37 371 37 17
IV
I gr
$1 'S Ir
33
35 36 33
IT -W 34
34
35
25
-
vu.m
f
--.-
27-W
33
35
38 40 28
2W -I 1" 34
36
38
41
29
3V-7'
36
38 41
43
31
37
36
35
34
34
34
33
33
34
5
2V-1
33
35
37 39 29
27-C 33
35
38
40
31
27-C,
35
37 40
42
33
32 21 1r-11' 31 33
6
IV -A'
32
34
37 38 30
247-C 33
35
37
39
32
24-11'
34
36 39
41
33
7'
'r
1r -(r
31
33
36 37 31
19 -IT 32
34
37
M
32
27-1'
33
35 38
40
35
27
v
is, -w
32
32
35 36 32
ir-C 33
33
36
37
33
21,-r
35
35 37
39
35
32
9
IS*4r
32
32
35 36 32
1 9-r 34
34
36
37
34
2U -C
36
36 37
39
35
33 35 32 Vr�* 37 37 37 371 37 17
IV
I gr
33
33
35 36 33
IT -W 34
34
35
35
34
lg-,r
37
37 37
38
37
MPH EXPOSURE
II*
174r
34
34
34 35 34
1F -(r 35
35
35
3S
35
I& -IV`
37
37 37
37
37
23
17
13-4r
341341341351
*
34
WS',
23
25
27 21 19-r 3D 3D
351
ig-l*
3813B
22
23
311
27 22 17 -lir 31 31
Is
17-W
35
35
35 35 35
I-T-ICr 35
35
35
35
35
Ir -C
38
38 36
38
38
117
14'
IZ4r
35
35
35 35 35
1351351351351
174 35
36
36
36
35
16-F
38
35 38
38
38
241
1 si
I 1'.r
36
36
36 36 3B
, 17-10' 36
36
36
36
36
16-7
W
W131113111
39
39
39
29
31 25-L %
35 Iff4r 4D 40 40 40 40 Ir
0 MPH
EXPOSURE
5 / 70 MPH
EXPOSURE
C
26
23
W-
9-r
23
25
27
28
30
4'
21'-1'
29
31
34 35 27
25-4' 30
32
34
36
29
364r
32
35 37
3D
32
22
24
IV -IV*
78
3D
32 34 28
27-1(r 30
31
34
35
30
37-T
34
34 37
3D
34
28
T
17'-Z*
29
29
31 33 29
29-i(r 31
31
33
35
31
29-T
35
35 36
37
35
3D
32
1!7-111
30
30
30 32 30
19-4' 32
32
32
34
32
2r -T
36
36 36
37
3B
31
33
IC-I(r
30
30
30 32 30
18'-1* 33
33
33
34
33
264r
36
36 36
36
36
IV
9
lr4r
31
31
31 31 31
1 T -V 33
33
33
33
33
24'4r
37
37 37
37
37
23
IV
13W
32
32
32 32 32
16-r 35
35
35
35
35
27-V
38
38 35
38
3B
31
11-
iz4r
32
32
32 32 32
16-S' 35
35
35
35
36
21'.0
38
36 38
38
35
32
17
17-r
331331
32
33 M 33
IW -W 35
W
351
M
35
29-r
391391391391
25
27
39
"0
17
1 I'4r
33133133
V -T
33 33
1 X-2" 36
36
1
36
1
36
38
1
19-11r
1
39
39 31)
39
39
32
I �,
It
, 1 1-0
34
L:�1�34
341 U
17-W W
W
X
W
36
19-1-
W
Q 10
0
1110
9D MPH
EXPOSURE
.
C,
30
f
21* -1'
33
35
37
39
28
2,r -I V
34
36
39
41
29
31'-T
32
6
19-1(r
32
34
37
35
29
27-4*
33
35
38
40
31
29-V
35
37 40
42
33
V
IT -r
31
33
35
37
30
2W -e
33
35
37
39
32
26-C
34
36 39
41
34
r
16-11^
30
32
35
36
30
16-1(r
32
34
37
38
32
2.*4r
35
35 3a
4o
35
IT
14'-I(r
31
32
35
36
31
Ir -r
33
33
36
37
33
274'
36
36 38
40
36
9,
Irr
32
32
33
35
32
IG -r
34
34
36
37
34
21Y-I(r
36
36 37
30
38
IV
13r -r
33
33
33
35
33
IT -V
34
34
35
36
34
19-W
37
37 37
38
37
11,
17-r
33
33
33
35
33
15'-(r
35
35
35
36
35
Iff-Ur
37
37 37
35
37
17
17-7
34134
35
34
Irr
36
36
3s
3sl
3r,
ig-l'
38
3-1
38
17
1 1'4r
34
34
13344
35
34
i3,-i(rl
36
1 r -r
39
39 391.
39.
1
1
36
1
138138
39
70 A
90 MPH EXPOSURE
8 / 70
MPH
EXPOSURE
C
4D r
19W
28
30
32
34
26
27-7
20
31
34
35
20
3a -r
32
34 30
35
V
5
.194'
27
29
31
33
27
19-1(r
2B
3D
32
34
29
ZT-r
32
32 35
37
32
IS
14* -Il*
27
28
3D
32
27
IV -2'
3D
30
32
34
30
24'-11"
33
33 34
35
33
r
17-1(r
26
28
29
31
26
IV-V`
3D
30
31
33
30
2r -l'
34
34 34
35
34
V
17.il,
29
29
29
31
20
IV4r
31
31
31
32
31
21,-r
34
34 34
35
34
9
jr-2'
30
30
3D
31
30
31
31
31
22
31
2V --C
35
35 35
35
35
10,
11-7'
30
3D
30
30
30
14'-(r
33
33
33
33
33
19-4'
36
38 36
313
36
1 11
1 I, -(r
31)
3D
30
,
,
"
33
11r.(r
36
36 36
36
36
17
1 19-r 1311311311
S,
1
3,3,
3,3,
3,3,
33
, lr-11',37,37,37,37,
37
9D MPH
EXPOSURE
C
40
4
IV -4*
32
34
37
38
27
27-T
33
35
38
40
28
W -r
36
38 41
43
31
5
IV -r
31
33
36
37
2e
It -lir
32
34
37
38
29
2r-4-
35
37 40
42
33
V
30
32
35
36
28
16-r
32
34
37
3B
30
24-11*
34
38 39
41
33
r
131-1(r
20
31
33
35
20
19-W
31
33
38
37
31
23'-1"
95
35 39
40
35
6
17-11,
30
31
33
35
30
16-C
32
32
35
W
32-
21'-7-
35
35 37
39
35
9
17Z
31
31
33
35
31
14-17
32
32
35
36
32
217-C
36
36 37
39
35
IV
I I -r
31
31
32
34
31
I -C -(r
33
33
33
35
33
19-C
37
37 37
38
37
Ill
Il' -V
31
31
32
34
31
17-F
34
34
S4
35
34
19-W
3B
38 38
35
38
17 1
Iv.r 132132
321341
32 117-111'
34134
134
135
1
34 1
Ir -I 1*
38
138138
130
1 36
r
15*4r
3D
32
35
36
25
16-3'
32
34
37
38
27
N -r
34
36 39
41
30
S.
IVZ*
29
31
33
35
26
19-7
31
33
36
37
28
27 -lir
33
35 38
40
31
6
1 2,T
20
31
33
35
27
14'-ICr
30
32
35
36
29
2(Y-Ilr
33
35 37
3D
32
7
1 IW
28
30
32
34
28
I.T-r
30
31
33
3e
3D
.191-e
33
34 37
38
33
r
ia-r
28
30
32
34
28
17-1(r
31
31
33
35
31
IF -i*
34
34 37
38
34
91
Ia.V`
29
29
31
32
29
17--
33
33
33
35
33
ir4r
S4
34 35
37
34
"a
V -V`
30
30
31
32
3D
11--6-
33
33
33
34
33
16-7'
35
35 36
37
35
TABLE 3.1
Ir
6
*
*
*
*
IV
11'
17
13*
Ilf
IF
9-W
94r
r4*.
V4r
F -C
6-0'
S`4r
T -T
5-2"
W-11"
94r
df -r
23
22
22
22
22
73
23
25
25
26
26
126128
25
24
24
24
24
25
25
25
28126
27
27
27
26
26
26
26
27
27
28
29
29
3011
28
27
27
27
27
28
28
31D
30
3
31
32
17
la
19
19
20
20
21
21
2 2
22
22
23r -r
2a -lir
lV-17
ir.r
IVZ'
15-C
jr4r
Ir4r
1 '3,� .12
112
IZ-r
174r.
29
20
28
77
27
28
28
28
9
30
30
31
31
30
2D
29
25
28
28
ZD
:29
30
3013013D
34
33
32
31
31
3D
3D
29
29
29
3D
35,
35
34
33
33
32
32
31
31
3�111
24
25
26
26
27
28
28
28
29
3ZO
30
3Z -Z*
29-11'
27 -lir
2F -V
Zr-l'
270
21�r
2a -r
19`-8`
IV -l'-
IV -T
1-17-r
32
31
30
3D
31
31
32
32
13313313333,1341
-
34
34
34
33
32
32
32
31
32
32
-
34
37
36
35
34
34
34
33
33
34
39
37
37
36
36
35
35
35
34
27
20
30
3D
31
31
32
32
33
33
W,
5
e
7
8
9
IV
11'
17
1
14�
10 MPH
EXPOSURE
G
C
b
URE
8
4'
94r
27
28
31
32 21 1r-11' 31 33
36 37 26 29-T 35 37 40 42 30 41�
5'
W -O'
25
27
29
30 21 16-T 3D 32
35 36 27 27-W 33 35 38 40 31 F
S`
r4'
25
27
29
30 23 Ir.r 30 32
35 36 28 21* -F 33 35 37 39 32 6
7'
F -r
25
27
29
30 23 IT -T 29 31
33 35 29 19-1(r 33 34 37 38 33 r
*
V-4'
25
27
29
3D 24 12'4r 30 31
33 35 30 ig-r 34 34 37 38 34 9
*
9-(r
27
28
31
32 24 1 v -i I, 3o 3o
32 34 31) irw 34 34 3B 37 34 9
I a
S -W
27
28
31
32 24 1 1W 31 31
32 34 31 16-7* 36 36 36 37 36 117
11,
S -g
28
30
32
34 25 IU4r 31 31
32 34 31 15'-I(r 35 35 35 36 35 11'
12'
VT
28
30
281
32131132JU
32 167 36 36 Y, 36 36 IT
17
S' -I"
29
31
C
32 32
33 35 32 Vr�* 37 37 37 371 37 17
,r
Ir.1 1'
9
31
27
33 33
33 35 3 W -(r 37 37 37 37 37 If
Is
41-7
38
9
9-T
-- -
- 174r 137137137137 371 15' 1
0 & 90
MPH EXPOSURE
22
29
Iq
8
27
4-
9-7
23
25
27
28 27-T 25 30
33 34 27 3(74* 31 33 36 38 31 4'
*
r4'
22
23
25
27 21 2U -W 29 30
33 34 29 2V-7' 32 33 35 37 32 6
*
64r
22
23
25
27 21 19-r 3D 3D
32 33 30 2V -C 3.3 33 35 37 33 6
7
U-7
22
23
25
27 22 17 -lir 31 31
31 33 31 25'-2* 35 35 35 36 35 r
&
90
22
23
25
27 22 16-r 32 22
32 33 32 24'-1' 36 36 36 36 36 ff
9
6-5'
23
25
27
28 23 19-r 32 32
32 32 32 27-l' 37 37 37 37 37 V
117
F -r
24
25
27
28 24 141-11, 33 33
33 33 33 21'-I(r 37 37 37 37 37 19
11'
'r
W-il'
24
26
28
2D 23 10-T 34 34
36 S4 34 2V -IV` 38 35 36 3S 38 11'
I
Ir -7
241
261
281;91
2A 7- 34 34
34 341 341 2o,4r 3B 38,38,38, 30 17
13-
r-6`
25
27
29
�13r
31 2S
35 IF -7 31 38 311 39 39 13'j
14J
A-4-
25
27
29
31 25-L %
35 Iff4r 4D 40 40 40 40 Ir
0 MPH
EXPOSURE
21
C
25
26
23
W-
9-r
23
25
27
28
17
274r
29
31'
33
35
23
37-4-
32
34
36
38
26
4'
S'
T -C
22
24
25
27
18
20r-6*
29
311:1
33
35
25
26-2'
31
33
35
37
28
T
6
64r
22
24
26
27
18
19-4V
28
30
32
34
28
N -r
3D
32
35
37
2D
6
7'
F -T
22
24
26
27
19
Ir-?'
27
29
31
33
26
25,-r
3o
32
34
3s
3a
r
V
F-9'
22
24
25
27
IV
le -V
27
21)
31
33
27
24'-1"
31
32
34
36
31
9
9-
6-a'
23
25
27
28
20
16-W
27
28
30
32
27
ZZ -W
31
31
34
35
31
9
IV
9-2"
23
25
27
28
21
IC -W
27
28
3D
32
27
21t-7'
32
32
34
35
32
IV
-ij&
PRO,
1W.
Cc*,1 FOOTEA on
26
L
im
I
SPAN
TION
FPXEST�
DETAIL"r and %F
28
IV -r
E
3- CLOVERLEAF STEEL OOL
174-
37
F
JPSF)
-D -m -PH
11,
G
1
b
URE
8
17-11-
25
Sl
lCr4r 23
25
27
28
21
S,
35
ir-W 23
25
27
28
22
I ",
IV
V-11' 23
25
27
20
22
11'
64' 24
26
20
29
22
361
17
F -r 24
26
26
29
11
17
T-10' 25
2T
29
31
.23
23
4F
W
T -T 25
27
29
31
23
ir-11'
IS
r -T 26
28
30
32
23
35
IV
T -v 1 261
281
30
32
23
r4%
go MPH
EXPOSURE
C
30
21
16-T
25
9
IV4r
27
28
31
32
21
38
9
9-T
27
28
31
32
22
29
Iq
6-11'
27
28
111
32
22
26
1 V
9-r
28
30
32
34
23
7
ir
V -r
26
30
32
34
24
29
13'
7-10'
29
31
33
35
23
37
14-
7--V`
29
31
33
35
24 1
29
70 MPH
EX
URE
6
31
33
35
30
v .
g -r
2D
22
24
25
21
25
9
V-7'
20
22
24
25
21
30
Iff
9--
20
22
24
2S
22
36
11'
r -r
21
23
2S
26
22
12'
T -S'
21
23
25
26
23
19-r
Ir
r -T
22
24
26
27
23
g
IC
9-10'
22
24
26
27
23
30
IF
V-7'
23
25
27
28.
23
36
90 MPH
EXPOSUR
7
c
ily
4-.6-
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30
W
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27
26
31
32
21
34
F
94'
27
28
31
32
21
1 U I
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9-2'
27
28
31
32
22
Ill
T -r
28
30
32
34
22
17
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28
30
32
34
23
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29
31
33
35
23
14'
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2D
31
33
35
23
15'
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30
32
36
36
23
40
6
7-11"
25
27
29
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20
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27
20
31
32
21
7-1'
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26
31
32
21
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28
30
32
34
21
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28
30
32
34
22
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9-21
29
31
33
35
22
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25
27
29
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25
27
29
30
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27
27.28.31
28
31
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32
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20
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17
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26
3D
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28
29131
DETAIL"r and %F
28
IV -r
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3- CLOVERLEAF STEEL OOL
174-
37
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1
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28
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31
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321341
32
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361
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29
31
33
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25
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32
21
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31
33
36
37
20
29-7
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40
42
30
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25
27
29
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30
32
35
36
27
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25
27
29
30
22
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30
32
35
38
26
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33
35
37
39
32
6
7
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25
27
20
30
23
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29
31
33
35
29
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33
34
37
36
33
7
9
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25
27
29
30
23
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30
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27
28
31
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29
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30
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34
34
36
37
34
9
APR'l 8 2003
IV
MAXIMUM Lum HE*HT ./ A
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24
FOR ALL OOLUMWS SEE
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32
DETAIL"r and %F
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3- CLOVERLEAF STEEL OOL
174-
37
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11,
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32
N
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31
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34
31
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27
2a
31
32
24
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31
31
32
34
31
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35
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36
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35
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32
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31
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31
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32
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44'
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31
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32
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32
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27
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34
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30
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35
30
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34
37
36
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27
26
31
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22
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30
30
32
34
30
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34
34
36
37
34
7
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1 U I
ELKHART. IN 46514
rFA—nrt"AtuAnmRt0GRTEft-2621Pi
PACPI
COLUWN roR
mou TIP'
ATT.Cco
SHM 5 OF 5
No. 16273
Up. 6.30-01
JUN 14 2005
BUTTEF
COUNTv
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UILD11% I t, I slal�f
APPRoveo
4.0
FREESTANDING
AND ATTACHED LATTICE
PATIO STRUCTURES
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MAX
CONS FOOTMG SUE
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LOAD
COLUMN
FOR ATTACHED LATTICE ON SLAB
LOAD
WIDTH
FrR MIN.
MAX
CONS.
FOOTING SIZE
MAX
FrR
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E
MIN
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HEADER! MUST BE ABLE TO SPAN
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TYPE
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C
ir-r
22
14
A
Pl�-2-
23
15
C
9 5 -r
22
15
c
TABLE42
OLEARSPANS FOR 3 X 8 RAFTER
LIVE PANEL
PANEL 1
LOAD
'r
T
70110
fpsn
om
1
MPH
jo
10
237
1 Ta,
V -W
:Am
.042
2T -r
IT.r
20
0.038
If -c
V4,
174,
DJD42
19 -IT
g -I
2s
ome
w4r
Tr
44'
0.042
Ir4r
V-10'
S-1ir
0,om
0.024
T-r
3*-Ilr
0.042
IF r
0`1-
40
0.036
T-4*
ITIT
7-11,
0,042
11-4r
T_(r
4W
0.036
C-11'
4' -Il*
1 10.042
T.I(r
F -r
CLEARSPANS FOR 2 X 5 RAFTER
LIVE
PANEL 1
2c D.C.
LOAD
T
70110
017R
(PSFI
1
MPH
MANG
10
GA24
IT- r
V -W
[Lod(r TCLOVERLEAFOOLUMN
0 =
IS -1.
FLUTED COLUMN ALUM. 0.0Kr
-
20
0.024
F -IV`
174,
F
om
17.7
r_r
25
OA24
F-I(r
44'
'74r
0.=
lt*-r
S-1ir
-
30
0.024
T-r
3*-Ilr
0.032
194r
T-4*
0.024
51 -Ir
7-11,
0.=
W -C
4W
0.024
WA
NfA
0.032
r4r
"Ir
'OR 10 PSF D0U1ILZ RAFTYRSIMAYBE USED 41r D.C.
C40L
COLUMN SCHEDULE
FOR AITACHED LATTICE
PATIO STRUCTURES
MAX
COLUMN
A
0.02r . 3 'SQUARE ALUM COLUMN
B
0.037. 1 UTSOUARE ALUM
SCROLL COLUMN
a
0.02r: r SQUARE ALUM COLUMN
C
[Lod(r TCLOVERLEAFOOLUMN
17-T
D
FLUTED COLUMN ALUM. 0.0Kr
17-T
E
r CLOVERLEAF STEEL CLOW
174,
F
r SQUARE STEEL COLUMN
174,
G
CSQUAFM STEEL COLUMN
17-T
H
sSOUARE STEEL COLUMN
'74r
A* - 9 MIAXW" COLIAM LENW14
A-- for MMIMIUM COWLIMIN LENGTh
HAR o 3 20
COLUMN SCHEDULE FOR FF4EESTAND#NO
STRUCTURES AND INTERmWATE COLUMNS FOR
MULTISPAN STRUCTURES I
COLUfm I NOTES
E
F I ;7,=Cmumm LENGTH
G MAX COLUMN LENGTH
111 17 MAX COLWN LENGTH
ALL COLUMNS MAy BE RE3kACeD%MM A STRONGER OC
'A' MAY EWE REPLACED W? B -j
V MAY BE REPLACEDWl"'EM.
LINEAR IWEnPOLATON FOR ALL CALCULATIONS IS ALLO
B FRT)muc
1140 ALL PRO DRIV
LLKHAIT. IN 46514
"ALM W .1-1
HEADER SPANS. C VON WAC M
roo?ER SIZE AND COLUMN TYPE rbR
rpErSTANDINC AND ATTACHED
LA t I RES
T' CL
jNEC7 6!�17!92
V-6070
_11v_� /Y
No. 16273
E.p. 6.30. 0
APR 18 2003
No. 16273
Esp. &Z 0
JUN 14 m5
5.0 FREESTANDING
MAX ROOF HEIGHT 18
AND ATTACHED LATTICE COMMERCLAL
STRUCTURES
LIVE
LIVE TRIR
LOAD MDT"
EXPOSURES
I*CBEAMHEADFR
LIVE
LOAD
TRIS
VVIDTH MAX
COLUMN
r c ssai HEADRR
—Mkx
COLUMN
CONSTRAINED FOOTER SIM
CONSTRAINED FOOTER SIZES
7
FREESTANDING
RE'
I ATTACHED
FREESTANDING
0 , 024
�FOOTER V-
FIR
LON
FOOTER -if PIG
FTR
MIN
MOMTEPE
25
SPACING
--F-Tf—r
SPACING
COLUMNHEIGHTS
U
8
HIIr5
1114r
S-1cr
-d'
COL
T4r
3-10'
16*
COL
—w
6
6
r
9
9
lof
S-4-
11, 15.
AM
TYPE
(PSF)
?Fn (Fn
rr " - jej
g_4.
44r
4'-11'
J24
90 MPH EXPOSURE C
--s �-w
21Y-6'
2r -V
' 2W -C
2TT
2fT
27.r
27
27
27
27
26
26
26
29
29
28
28
28
28
27
a2
31
31
31
30
30
29
33
33
32
32
31
31
31
21
22
23
24
25
26
26
0
D
0
E
E
E
E
25
4- 2!V-I(r
5 2Y-1"
e 21* -1'
r l9r-V`
9 IS`,T
9 i7 -T
la 16.4-
34
33
33
32
32
31
31
36
35
35
34
34
33
33
39
38
37
37
37
35
36
41
40
39
38
38
37
37
Z3
24
25
26
27
27
28
D
0
D
D
E
E
E 1
70 MPH
EXPOSURE
C
36
70 & 90 MPH EXPOSURE
E
B 170
MPH EXPOSURE
21'-1'
C
—
20
4'
51
V
r
9
ly
IV
311-4r
2V -6p
2r4r
254r
24 -Ar
2z4r
21'4r
32
31
30.
30
29
29
29
34
33
32
32
31
31
31
36
36
35
34
34
34
33
38
37
37
35
35
35
35
21
22
23
24
24
25
25
D
D
D
E
E
E
E
30
4' 2T -W
51 264r
9 2,V -T
7' 234r
V 2Z4r
9 21'-.T
IV 2a -F
30
30
30
29
29
29
29
32
32
32
31
31
31
31
35
34
34
34
33
33
33
37
36
36
35
35
35
35
23
25
25
27
27
28
29
D
E
E
E
E
E
E
.-45 —MPWD—CPOSURE
19-W
8
34
90 MPH EXPOSURE
C
26
E
lor
24
27
20
X
S
IT -
r
9
9
la
31'
29f4r
2r -W
2v -v
2,V4!
ZY-Cr
2T -T
31
31
30
3a
30
29
29
33
33
32
32
32
31
30
36
35
35
35
34
33
33
38
37
36
36
36
35
34
24
-26
27
28
29
29
29
D
D
0
E
E
E
E
30
4'
6
6
r
v
W.
IV
25 -IIT
Zr-I*
21%1'
19-C
16-T
17-7
19-4*
34
33
33
32
32
31
31
36
35
35
34
34
33
33
39
38
38
37
37
36
36
41
40
40
38
38
37
37
23
24
25
26
27
27
28
0
E
E
E
E
E
E
90 MPH
EXPOSURE
C
70 a 90
MPH EXPOSURE
9
8 170 MPH EXPOSURE
, 29' 31
C
20
Ir
5!
IF
r
r
26 -Ur
2y -I,
21* -1*
ifr-c
19-7
34 36
33 35
33 36
32 34
32 34
31 33
39
38
37
37
37
36
41
40
39
38
38
37
23
24
25
26
27
27
D
D
0
D
0
0
40
Ir
6
V
T
&
9
26,T
27-S'
2Z -(r
2a-11"
2a4r
ig-2'
30
29
29
29
28
28
32
31
31
31 '
3D
30
34
34
33
33
32
32
36
35.
35
35
34
34
23
24
25
26
26
27
E
E
E
E
T
E
24"O -C. 2W RAFTER GLEWARS S
MAX ROOF HEIGHT 18
MAX ROOF HEIGHT 16
PANEL
LIVE
PANEL
EXPOSURES
MAX
LOAD
T
BANDC
OVER
psn
HANG1
70 A SO MIPH
KOM
20
0 , 024
omw
4--1 i�
lg-iT
0.032
13-7p
V -r
25
0.024
--F-Tf—r
7T
ITO
0.032
1114r
S-1cr
30
0.024
T4r
3-10'
26-3'
34
104r
S-4-
40
0.024
5 --IU-
2r 1-1 -
ITO
0.032
g_4.
44r
4'-11'
J24
WA
V-111
r.!Cr
0.032
7.4r
Y-1cr
24"O.C. 3W RAFTER CLEARS
MAX ROOF HEIGHT 18
LIVE
PANEL
EXPOSUR
ZR
LOAD
D
B AND C�S
1V
IPSF)
(IN)
70 & 90 MPH
HANG1
20
0.036
iw-r
9-45"
19
20
21
0.042
lg-iT
g-11,
25
0.036
111-r
T-7-
25
0.042
ITO
9-1cr
30
0.036
24
D.
40
0.042
26-3'
34
40
0.036
41
23
E
0.042
ITO
r4r
-Ir-
6D
0.036
4'-11'
T
1
0.042
r.!Cr
S.r
Oot
IV
W -C
31 33
36
37
28
D
IIPAN
1V
ilr-Z*
28
30
32
34
20
E
1
19
20
21
. 20
22
23
Ir-ar
70 & 90
MPH EX
URE 8
90 MPH EXPOSURE
C,
25
4'
21Y -V
31 33
35
37
24
D.
40
4'
26-3'
34
36
39
41
23
E
S
- 271-4'
30 32
35
36
25
0
5*
23r -l'
33
35
38
40
24
E
r
22
24
I z
e
2T -W
30 32
34
36
26
E
17
6
21'-1'
33
35
37
39
25
E
r
23
26
V
6
r
2C-6*
3D 32
34
36
27
E
9
r
19-W
32
34
37
38
26
E
lor
24
27
9
9
6
23-F
29 31
33
35
28
E
IV
9
19-3'
32
, 34
37
38
27
E
25
29
III
IT
9
=mr
, 29' 31
33�
35
29
E
12'
9
Ir—r
31
33
36
37
27
E
2Z
26
31
IZ
17
la
2l' -V
29 30
33
34
29
E
13'
ICY
16-C
31
33
36
37
28
E
17
27
28
29
33
35
36
TABLE 5.5
11
70 MPIH
EXPOS
REC
IC
1r
IIV
26
13
70&90
MPH EXPOSURE
14'
B AND
C
16
2r
iv
25
IV
294r
31
33
36
37
21
D
60
w
27-C
33
35
37
39
22
E
19
S
7r -C
30
W
35
37
22
D
le
6
2a -T
33
35
37
39
24
E
IT
30
38
iv
IT
9
2Sr
30
32
34
3B
22
E
IT
6
19-T
32
34
37
38
24
E
IF
31
39
19
35'
r
2dr4r
30
32
34
36
23
E
16
7
lr-IV`
31
33
36
37
25
E
19
32
40
2ff
2U
9
21-W
29
31
34
*35
24
E
21'
6
IV4r
31
33
36
37
26
E
4a
33
41
21'
21'
9
2Z4'
29
31
34
35
25
E
2Z
9
164r
30
32
35
36
26
E
23
23!
43
17
21* -T
29
31
34
35
25
E
14* -1 1'
30
32
35
36
26
—
E
35
35
37
44
do
47
Oot
COLUMN DESCMPrION
. MMMUMOOLUMNHEIGNT
RAFTER
SWSLE
FkEESIANONG
Fn
FOR AU COLUMNS SEE
IIPAN
OR IAULnSPAN
i
DETA"r.trANDW
ATTACHED
ATTACHED
D
FLurED coLumm CWTO
17 -Ir
WA
4*
7 CLOVERLEAF STEEL MOW
Ir-ar
r -r
6
r SMME STEEL COLUMN
19-T
I 11-r
G
r SCIUARE 67M COLUMN
Irle,
5'
H
r SOUARE STEEL COLUMN
r4r
4'
i
I r SOIJARE STEEL COLUMN
!W -4r
1 38 1 43 J
GENERAL METHOD FOR USING THESE TABLES
I CHOOSE FREESTANDING OR ATTACHED. COMMERCIAL OR PAW LATTICE STRLCnW-
I DETERMINE PROJECTION. VVIDTH. OVERHANG. VOW LOAD APO LIVE LOAD.
3 FIND TRIIWARy VADTH FROM TABLE 5.6 AND DRAINING 973M
4 CHOOSE A RAFTER FROWABLES 4.3.4.5.5.3 OR GA THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5 CHOOSE A HEADER FROM TABLES 4.1. 4.2 OR U THAT HAS ADEQUATE COLUMN SPACING.
6 USE THE FOOTER SIZE SHOWN,
7 USE THE COLUMN SHOYM FOR SINGAE SPAN AITACHIED PATIO.
LOOK Al THE TABLES PRwom FOR ALL OTHERS.
a pao TWAppROPRIAIE DETAILS IMTHE'CONNECTION OETARZ SHEETS.
FOR OONCRETE PATIO SLABS
FOLLOW 1-4 ABOVE
5 FIND THE MAXImum COLUMN SPACING ON 9LA0 FROM THE DESIRED COLUMN HEC44T
6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTAHM FOR THAT
TRIO WdnH AND LIVE AND WKD LOAD
7 FTM ME APPROPRIATE MAILS IN THE"CONNEC71O" WrAILSSHEETS-
TRIBUTARY WIDTHS Fn FOR SINGLE SPAN
ATTACHED STRUCTURES FOR A GIVEN
PROJECTION AND OVERHANG
0OUNDED UP)
P
RAFTER
VERKANG
Fn
Iry
I-
I Iry
7
2 1/2'
T
y
4*
4-
If
Ir
6
I
7'
4'
4'
4-
6
5'
51
e
4'
6
5!
V
e
IF
r
r
7
I z
6
T
r
r
r
Ir
17
r
r
r
V
9
V
I c
r
9
V
V
6
9
9
Is
9
9
V
9
9
sr
9
IV
0
9
9
9
9
lor
la
IT
9
9
7
lor
IV
IV
la
lw
9
IV
icy
iff
IV
III
III
19
la
lop
III
IT
2U
IV
11'
17
12'
21'
11*
11'
11'
IZ
17
17
17
2Z
11'
17
IZ
17
17
IT
13
23*
17
1Z
12'
13'
17
IT
17
24'
17
17
13'
IT
17
14'
IV
26
11
13
13
14'
IC
1r
IIV
26
13
14*
W
14'
14'
IS
16
2r
iv
14*
ir
is
16
15'
IS
2V
14'
16
15'
16
IS
16
16
27
16
15
IS!
19
16
IV'
le
3V
16
16
16
IV
le
IT
IT
-31'
10
IV
IV
IT
IT
IT
IT
3z
iv
IT
IT
IT
IT
ir
19
33,
IT
IT
IT
I&
ir
iff
is
34'
17
iff
IN
IF
IV
Ify
19
35'
19
16
IS
19
19P
19
lg
3V
16
lly
17
19
19
2V
2a
3r
19
19
i9r
2V
2ff
2U
2U
3F
19
20
2ff
2U
2V
21'
21'
W
2q
2(f
2ff
21'
21'
21'
21
4a
21Y
21'
21'
21'
21'
27
22'
41'
21'
21'
21'
2Z
2Z
2Z
2Z
47
21'
27
2Z
=
27
23
23!
wenmax
KI DOM p R 04D ", rx
1140 ALL PRO DRIVE
ELKHART IN 46514
tm Is IV tUATIOM REPORT IER-2621P
WADER SPAN$. COtUMN SPACING
FOOTER SIZE AND CaLUMN TYPE FOR
rREESTANDING AND ATTACNCD
COMMLA an-anKlou—
SNEEI 7 6F 9 DATE-. 2LB1700D
APR 18 2003
HAR 0
:.s
It"51UTTE COUNTY
BUILDING DIVISIM'!
APPROVED
6.0 COLUMN AND F
TENER
REQUIREMENTS
MAX
COL
HGKT
FOR
O.Cl2,r x 3' SQUARE ALUM COLUMN
COVIMI
7olumn Specirm
"mlifiVolad
TdbVW4kkh
1
RM;Turn
Wurm Ro**W
Aftachad SIxictures,
rx
E. N
Laftice
SoNd Cover
Trbftry
TdbLary
0048
a
Live Load
(pa4
1111��
C
Area (sq III
Ama (so ft)
10
20
26
30
40
90
23
111
At
At
Al
All
A2
C
31
20
Al
At
Al
A2
C
C
37
24
A I
Al
A2
B
C
C
44
20
All
A2
8
C
C
D
u
36
Al
B
C
C
C
D
82
40
Al
C
C
C
C
E
14
46
Ai
C
C
C
D
E
1
Go
Al
C
C
C
D
E
as
u
A2
C
C
C
D
E
92
so
A2
C
C
0
E
E
100
a
A2
C
C
D
E
E
lee
$9
B
C
D
D
E
E
lee
To
C
C
0
D
E
E
lie
79
C
C
D
E
E
E
123
139
to
90
C
C
, C
b
D
E
E
E
E
E
E
E
154
100
C
D
E
E
E
F
196.
1120
C
E
E
E
E
F
21f
110
C
E
E
E
E
F
Z"
I"
D
E
E
E
F
G
I"
me
D
E
E
E
F
G
300
200
D
E
E
F
F
G
331
220
E
E
E
F
F
G
389
269
E
E
F
F
G
G
4"
320
E
F
F
G
G
G
4"
400
6
F
G
G
G
H
02
450
E
0
G
G
G
H
799
no
E
G
G
G
G
H
923
goo
F
G
G
G
H
H
Table Ck I
COLU1m
TYPE
COLUMN DESCRIPTIONS
DETAIL
MAX
COL
HGKT
All
O.Cl2,r x 3' SQUARE ALUM COLUMN
F
10-C
A2
O.a24x 3' SQUARE ALUM COLUMN
F
647
B
0.032x I Ift SQUARE ALUM
E. N
ff-cr
Desip Footer
SCROLL COLUMN
0��
0.04B
0048
a
OM7' x 3' SQUARE ALUM COLUMN
F
1111��
C
XCLOVERLEAF ALUM. 0.040r
K
I Z -O"
D
FLUTED COLUMN ALUM. 0.057
U
lz-(r
E
3' CLOVERLEAF STEEL 0.041r
x
6-71
F
T SQUARE STEEL COLUMN
x
16-a
G
SQUARE STEEL COLUMN
x
18r4r
H
SQUARE STEEL COLUMN
�6-
x
19.0'
i
SQUARE STEEL COLUMN
x
I V-cr
Table 6.2
ERCIAL AND PATIO STRUCTURES
Fmtmw TUM101010W
014 SMS - #14 shad RWA or Tek m9w, 3(4'MW— I -P
&I W B = SM L' DkmwW Bcd
See GawaI Noks for apwffim on ISS10—
Clearepan an m cnart IB ths CW2110e ITOM Ine
woo to a* kut mw of ookiam.
W ** Boo 11 jw diametw and 7 enibedment ICSO ERA627
ardemarctaw/5501111shearva,wirdandsahm. bads.
MesoM archm Traid hm a shew valm of 2509 for
wind or eamank kaft.
IAC Lag screws must two 2 1W of penetration Irft eWds.
Theme Mg screws must hym an IJW lead bob.
10pafeaJLjdedat9DffowirWbW(15pol). At~
Table 6.4: *ad
Ne�ol Fasteners
for Tension
i am oj: KeaLmrec
Ak
riummoi tasmummmyorb
LOUO3
0,060
0,081? 0-10D
SPACING
Akimkkxn Material Galge (in)
K
L
'tn)
Steel Cm_je 10)
N
0
Desip Footer
(10
0.024 0.024 0.032 O.M6 0.04D 0.04D 0.08D 0.060
0��
0.04B
0048
BOLT
BOLT
A
914
5116-
C
EAS'
014
#14
5A(r
#14
SM6'
914
j
5116'
Footer Debo
size
Uprift
SIMS
BOLT
BOLT
SMS
SMS
BOLT
SMS
BOLT
19
SMIS
1 BOLT
d (in)
(Ibs)
149
SCA
512
223
20
642
393
9"
203
13W
12
75
1
1
1
1
1
1
1
1
1
1
13
96
1
1
1
1
1
1
1
1
1
1
14
119
1
1
1
1
1
1
1
1
1
1
Is
147
1
1
1
1
1
1
1
1
1
1
16
173
2
1
1
1
1
1
1
1
1
1
17
214
2
1
1
1
1
1
1
1
1
1
to
254
2
1
1
2
2
1
1
1
1
1
19
299
3
1
1
2
2
1
2
1
2
1
20
348
3
1
1
2
2
1
2
1
2
1
21
403
3
2
1
2
2
1
2
1
2
1
22
483
4
2
1
3
2
1
2
1
2
1
23
sm
4
2
2
3
3
1
2
1
2
1
24
am
5
2
2
3
3
1
3
1
3
1
25
600
5
2
2
4
3
2
3
1
3
1
Stab
750
6
2
2
4
4
2
3
1
3
1
26
765
6
2
2
4
4
2
3
1
3
1
27
856
6
3
2
4
4
2
3
1
3
1
28
955
7
3
2
5
4
2
4
2
4
11
29
1061
a
3
3
5
5
2
4
2
4
1
30
1175
a
4
3 .
6
5
2
5
2
5
1
31
129B
9
4
3
6
6
3
5
2
5
1
32
1426
n0m
4
3
7
6
3
5
2
5
2
33
1564
rVe
S
4
6
7
3
a
2
6
2
34
1710
rib
5
4
8
7
3
a
2
6
2
35
11865
m
5
4
9
a
3
7
2
t
2
36
2MO
n1a
6
4
nPh
9
4
7
3
7
2
37
22D4
rL*a
a
5
1111%
9
4
a
3
a
2
Be
23SO
ftla
7
5
ria
Me
4
9
3
9
2
39
2581
f9a
7
6
nia
nM
5
9
3
9
2
40
2785
rA
a
a
rtle
n1a
5
rh
n/a
3
41
2999
n/a
a
6
nia
nAh
5
r1fa
4
n1a
3
42
3224
rVa
9
7
rva
n1a
6
ride
4
ria
3
43
3459
rVa
nft
7
nfa
r0a
6
nfa
4
n1a
3
44
3705
rVe
rJa
8
r*
NO
6
nJja
4
fills
3
45
3)65
n/a
rA
a
rds
ria
7
nft
6
n1a
3
46
4235
rde
n1a
9
TV&
nft
7
114
5
nm
4
47
4518
Na
rVa
9
rVa
Aft
8
rVa
5
rVa
4
48
4912
n1a
rVe
rL%
We
fWa
8
rVa
6
n1a
4
4D
Slig
rJa
rVa
r%%
nk
rVe
a
nra
6
nia
4
50
50D I
(A
nib
rA
rA
rift
S
Lftla
a
n1a
4 j
Fmtmw TUM101010W
014 SMS - #14 shad RWA or Tek m9w, 3(4'MW— I -P
&I W B = SM L' DkmwW Bcd
See GawaI Noks for apwffim on ISS10—
Clearepan an m cnart IB ths CW2110e ITOM Ine
woo to a* kut mw of ookiam.
W ** Boo 11 jw diametw and 7 enibedment ICSO ERA627
ardemarctaw/5501111shearva,wirdandsahm. bads.
MesoM archm Traid hm a shew valm of 2509 for
wind or eamank kaft.
IAC Lag screws must two 2 1W of penetration Irft eWds.
Theme Mg screws must hym an IJW lead bob.
10pafeaJLjdedat9DffowirWbW(15pol). At~
Table 6.4: *ad
Ne�ol Fasteners
for Tension
Loads
Ak
0.036
0.062
0,060
0,081? 0-10D
SPACING
SPACING
K
L
M
N
0
Desip Footer
&16' 014 5o16- 5/16- 814
BOLT
SMS
BOLT
BOLT
SMS
Uplift
Size
425
115
709
IOU
IN
Ms)
d (in)
10
24'
2,C
le,
27
75
12
24'
16"
111
1
96
13
1
2
1
1
1
119
14
1
2
1
1
1
147
15
1
2
1
1
1
178
16
1
2
1
1
2
214
17
1
3
1
1
2
ZA
18
1
3
1
1
2
29B
19
1
4
1
1
2
348
2D
1
4
1
1
3
4M
21
2
5
1
1
3
463
22
2
5
1
1
3
529
23
2
6
1
1
4
6m
24
2
6
1
1
4
6W
25
2
7
2
1
5
75D
Slab
2
7
2
1
6
765
26
3
8
2
1
5
856
27
3
9
2
1
6
101,
28
3
rifa
2
2
6
1061
2D
3
rbla
2
2
7
1175
3D
4
ria
2
2
7
1296
31
4
rwt
3
2
a
1425
32
4
n4a
3
2
9
'1564
33
5
rtfa
3
2
rVa
1710
34
5
n1a
3
2
nta
IaW
35
5
nfa
3
2
rA
2M0
36
6
rda
4
3
rb%
2204
37
6
n1a
4
3
rds
2388
M
7
r9a
4
3
M
25Bi
39
7
rva
4
3
rbfa
2785
4D
8
1118
5
3
rA
2G&
41
a
n0a
5
4
n1a
=4
42
9
ni'd
5
4
"
3459
43
9
wa
6
4
rVa
3706
44
NIB
nta
6
4
r9a
3965
46
nta
rda
6
5
rVa
4M5
46
Na
nfa
7
S
rA
J618
47
ria
rda
7
5
r9a
4812
48
ftpa
I'da
8
5
rita
S1119
49
rA
rim
a
6
r9a
543D
W
TABLE 6,a WALL ATTACHMENT$ FOR PAT13 AND COM. STRUCTURES
ANC I ANC 2 ANC 3 ANC 4
01C
01C
Oic
CLEAR-
#OF,I
LIVE
SPACING
SPACING
SPACING
SPAN
LAG SCREWS
LOAD
C=ONCRETE
MASONR
FOR 010 x 2'
(FT)
PER STUD
(PSF)
ANCHORS
1
ANCHOR
IS
vis
SMS SCREWS
I tr or.
SPACING
10
24'
2,C
le,
27
1
2XD
24'
16"
111
1
r
1?
-2
25
24"
1.7
16
2
3D
24'
1'r
10
1
14
2
40
I
34'
12,
8"
13
6D
I,
lol-
Ir
111
2
I Spadnq between baft and screws.
shah be 2.5 tirnes #Is shank
doWer
2 The edge distance of bob and
screws $hall be 3 times the
shank diameter
3 Connections " be arrarged so that the
c*nw of resistarIce of the connection sW
whcbe with the resukant One of action
of the load.
N 70 r,,;.
V!
0 ...— LWj
OAM,e6mx
BURD"PRODUMM
18 200J
03200o
1140 ALL PRO DRIVE
ELKHART. IN 46514
1 PMO ES EVALUATION REPORT ER -26211'
A"� rAsTNCR TABLES
—I DATE: 2/8/2M
R= 0.2'
-,� 0.95 0.92'-
0.5' R-
1= 0-wol(
.167'
2,50' 3.0
.16
TYP. 6.00,
6" FLAT PAN
6" STRU&URAL PANEL
(3006—H391 ALUM. ALLOY)
0 516*
0.060' R- 0 GO'
R 0.10' 0.125---1
3.090 TYP. R- 0.2 0.7
I v MO. 5- �kV2.0
FOR STEEL PANEL: ASTM A &53 GRADE 80 STRUCTURAL QUALITY
Fy= 80 KSI STEEL
30 GA GALV 7=.0157
28 GA GALV T=.01 07
@ 12" STRUCTURAL PANEL (3006—H391 ALUM. ALLOY)
38.6-
6.00*
@ 3 1/2" X 12" STRUCTURAL PANEL
SEE DETAIL
W 6 RIGHT
GER
HANGER
NW'4M P%%
r
k4m
OR"'"
DOW OR
K
�u A
R
STRUCTURAL
PANEL
Nj6IW4xa&2-
1/2
EMAXIMUM
FASCIA
FOR
0 12- O.C.
OVERHANG SEE
SCHEDULE 0 RIGHT
ALTERNATE EAVE ATTACHMENT
PML
(Ff.)
3/4' 6--
1 7/8- —3* TV. 1 13/16'!
9/64 1/16-7 6757- 1
I TYP. /16- R. TYP.
16' TV.
7/167– .1
7/1j6 I/
R= .2� R= .15'
�—.70' Typ. —I'D'
2 0. 49'
-I )I
f -10-0111- r
R= .125* Z
R-- 0.15, TYP, if .4
1 TYP'** -, Am- — --dw-
R= 0-22"
I
18.00, go !
FOR STEEL PANIL- ASTM A 653 GRADE 50. SO CLASS 1 30 GA. GALV. t=0.015
1,m50 KII STEEL
@ 18- STRUCTURAL PANEL (3006-1-1391 ALUM. ALLOY)
3.00'
—1.50'—
�64* R. 0.024". 0.027'
5/32- OR 0.040' TYP.
—7 1..50' 3.00"
7 /8- Typ I - I R=.0937
61- TYP. 59 TYP. —T�F t -fl I I
f . If 11" 1 V /401A/zn-COUA17-�,
1 1 .3/32 TYP-N,�-2 25/32t�
.2 1/4- /8' R. Typ. N - R. TYP. SQUARE COLUMN 3' SQUARE COLUMN P
PANE� 01 1/2 (D A
ALTERNATE -12" STRUCTURAL (3003-H16 ALUM. ALLOY) (3003- H 16 ALUM. AI-LOY) I .
(3006—H391 ALUM. ALLOY)
Essf
SIMPSON A34 CONNECTOR A. KM4
ADDMONAL TWO - 16d N STRUCTURAL
OR EQUAL.
NAILS 0 EA. RAFTER WHEN — RAFTER PANELS + TYPA
REQUIRED 6 - JIO SOM, 3 EACH LEG No. 16273 CONNECTION
L "
1/2' FASCIA OF CIONNECTOR - MCAL /* DE911 t
DETAIL "A" DATE RBASION a
f)r .,:c
No. 16273
-7
Exp. 6 -30 -
119117-11 )Y \J1 W T �12' V 'V 'W I
&'U', IT E& *h"V
REQUIRES ADDITIONAL 2 LS 0
.6,
Enqfna�prinq 59rvices
1140 All Pro Drfve
Elkhaii. IN 46514
ICBO ES EVALUATION REPORT NO. ER -2621P
KG
NONE OR PARt COMPONENT PARTS CONNECTION DETAILS
0
MW
T5w
ENGINEER p 000 97CDO1
L2/�6/2000 I OF 9-
2005
I IN 3 1/,'
PANELS
O.Om
TV. 2.00' – FOR 2 1/2'
— I PANELS
3.Al Nw-gwrum
2.50' SIDE FASCIA 5
IN THICIOM
?-'10' 1 r– 0.16. 1 ".00.
6 1/2' ROLLFORMED HEADER
(23006–H391 ALUM. AU_OY)
i_W FA= HDR.
3M
C141 H 0.93
0.72
T T
3,00
0.28 0.93 L56
.9 0.37
0.72
017
T (IN)= 0.030. 0-0,40 (ALUM)
J -L7150- = 0.048 (STEEL)
mm.
COLUkM MkY BE TRIMMED W/FLIX-
ALLIM. FACING.
2-1 1/2' SQ. X .062- 30 ALTERNATE COLUMN
EXTRUDED COLUMN (3003-1-116 ALUM. ALLOY OR
(ALUM. 606,3-T6) A-653 Fy=40 KSI STEEL)
- 2 5 1 BOLTS
2 5/16' IXXTS W1 1 - DIA.
TV.
x 3/3f THK STL WASHER
x 1 1/2' % ALLAL
—DECORM ALLN. SCROU.S
OR SOLID FILL
l(f OR Sir _-(2) - 3/5%3 11f HVI KWIK
#00 BOLTS5
2 5/1$1 BOLTS
---BMW OWL 0"EL
Y22r �-- 43' 15- -
ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL
(300-3-H16 ALUM. ALLOY)
r 3' TV.
TrT;w
650'
m 0 FIlLOW
e Oit FOR r WES
r O.Q FOR lf PMIlS
Ir = FOR Ir PNIELS
o*'If m ur NIX
STRXIM PNW
ww
'I �— 3,00' ----1
@ ROLLFORMED HEADER W CONN.
DETAILS TO STRUCTURAL PANELS
o o 2:1�_ o 6 – gl4l SW ON 154121
sum CDFIERUNE
9 9
SPLICE LINE @ ROLIFORMED SPUCE CONNECTION DEWLS
9, (3006–H391 PLUM. ALLOY)
;t99 �j
STRIKTLIRAL PANEL
_,-SEE ME L5
io SAIS
SpAsol! FOLLDWL
FW
HILTI KB_4 AM
BODUES PER KBO E.S.
EV #4627
ROUYORMED HANGER -
(3004–H36 ALUM. ALLOY)
IOWA
a - fre aw
ON EACH SIDE
OF SPUCE—_
ROUL FORMED
HEADER
O.OW ROLL FORMED
WAER SPUCF, TVIT
INSIDE OF NEW,
EAM SIDE OF
SPLm
3 – 114 sms 7q
ON EACH SIDE
OF SPLICE
ROLLFORMED HEADER SPLIC
(3006–H391 ALUM. ALLOY)
No. 16273 ,
-Esp. 6-30- V�.
---KP-R 18
REVISION I DATE I REVISION
t4o.16273
Ev. 6-* 0-1
JUN 14 2005
0
Enginsering Services
1140 All Pro Orl"
rn
o r"
Llkhwt, m 46514
N' Ke -21121P
icgo Es EVALUATION REPORT NO. ER
KWAWW49
FN WMPONENT PARTS & O"WIM OErAILS
ONE
lit Ignm 97002
9*2ETOF 9
P
t4o.16273
Ev. 6-* 0-1
JUN 14 2005
3.00'-1
ff-ft
T - L-- COVER PANEL
SEE TABLE 'A'
NEXT PAGE
8.00,
12 GA. 8' x 3'
1
L 1 0.5, Typ.
I
STEEL "C"— CHANNEL HEADER
(STEEL A-653 Fy=50,000 PSI)
.3.5-
LCOVER PANEL
SEE TABLE "A"
lo.o, NEXT PAGE
LL____Aqo- Typ.
-1 03 r A In" % .1 /,7-�
STEEL "C"— CHANNEL HEADER
(STEEL A-653 Fy=50,000 PSI)
2 5/16- BOLTS W/ I- DIA.
x 3/32* THK. STIL WASHER
3,00 -
BOLTS
2 5/16
CoujuN CONK
OR ZW BRIAou.
3' SQ. COLLNN
OffAIL r. `K' OR V
10A
3" COLUMN CONNECTIONS FOR
FASCIA HEADERS
55'
r—l" W
8.0,
-3
So" BOLTS
DETAIL 'A'
AT RIGHT
/2- X 9 1/4-
FOR BOLT _\ —0.251—
SRE SEE:
DETAIL 'S'
AT LEFT
1 360'
1.80'
.0941—
F-2.25�
NOTE
SEE DETAIL 'S' AT RICHT +
FOR INSTALLATION AND +
PROPER CONNECWNS.
3" ALTERNATE COLUMN CONN. BRACKETS
(STEEL A-653 Fy=40,000 PSI)
1.25* . r--SPUCE
.00 00,100 00
00 00,100 00
00 1 yo OT
3. 1.5' � � 1.25'�
36"
DETAIL 'A'
A k\ A I DATE
0.14'-- 0. 1 13
TYP. t4c). X62
j
f:O. 17
or
IS 10" FULL-STRENGTH SPLICE DETAIL �pR I
ASTM A 653 Fy=36 KSI
.68814)
3.000'
.01(4)-IL010' R X -7 14)
1010* HIGH
1ALUMAX
A .6 *(4)
1) I.D.
L
U
I
R
I
X
6
4
6 _(4
.43714)
2
3
f20' OP. 0 :W4
013.2' RAC14210)
X7 1"W 0;j
.187' RAD(l 6)
DFLUTED COLUMN
(3- ALUM. 6063—T6) 13
"t' = 0.062' UNLESS OTHERWISE NOTE[
T_ — — ___ —
3.00*, 4.00" .188'
5.00* OR 6.00* TYP
23
�0� ', 4.0.0
OR 6
4", 5n -OR 6"
STEEL COLUMN Fy=36 KSi
REVISION I DATE I REVISION
I u, MAI
0 3 20
N 0. 27
mpb9aga
Engineering Services
1140 All Pro Orlw
EI~. IN 46514
or
KC
ICBO ES EVALLIATION REPORT NO. ER -2621P
NONE
DRAWN C;
OR POM COMPONENT PARTS & CONNECTION DETARS
Co P
NA OWE
2/;8120000
97CDO3
SHELT
I 3 OF 9
S 7AMP
714 . I J� C(:)tjiV
011V(3
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JUN 14 2005
5.5 - ��
I
10.00-
I , 0,14'
\\T
SEE TABLE 'A'
4.50
Q . L
.805"
Typ. V
4
COVER
Typ. PANEL
SEE TABLE:/
.110" TYP.-
6.0,
67) rz- w mr-AkA wrAnro
SEE TABLE 'A'---% R=.05'
- .09' TYP.
F1 I I RAMS
—3.00
0.72 �-1.56---� 0.72
0.93
0 .72
.72
T
_' 3.00
_T 3.
1
0.931.56
0.37 1
0.72
T (IN)= 0.048
@ 3- X 3- HEADER �(STEEQ
8 7- X 5 1/2- W BEAM HEADER kA -1553 ry=40 KS1 SIEEL)
(6061 -T6 ALUM. - ALLOY) - t—
FASTENERS REQUIRED FOR PANEL TO HEAnER CONNECTIONS
0.17'
TYP.
EO. 17'
T_
'(6061 -T6 ALUM. ALLOY)
TA'BLE
"A"
10- X 5 1/2' W BEAM HEADER
(6061-T6 ALUM. ALLOY)
T MAR
750' #10 SMS 0 6-,12- OR
Al
HEADER
375' 9* O.C. FOR 6',12', &
.291' 1 - 18" PANELS
J10 SMS 0 12* O.C.
Engineering Services
1140 All Pro Drive
FASTENING
Elkhwt.
STABILIZER CUP–
DESCRIPTION
SEE DETAIL 'AG'.
r-ol SMS 6' O.C. FOR
10-
SCHEDULE
6' & 12' PANELS – 9
0 C. FOR 18 PANEL
NOTE'S
TE
ALL FASCIA
fic SMS 0 EACH ROOF
1. '01
TE
V
P;:!EI_
5.406'
_12'PANEL
�2(ALLEY
3 1/2" STRUCTURAL
jlj% IL 420
PANEL
C%
STRUCTURAL PAN L
L
6-, 12- OR 18- WIDE
C BEAMS,
I BEAMS
.0791— —
2-414
SMS
2.725*
12'
PANEL
log,
--0.062* C
Ic .10
C BEAMS,
0.062' C%
L
I
3-#14
SMS
4.00'
12'
3.00'
ALASKAN EXTRUDED HEADER
70 MPH EXP C
5 1/2- DMUDED HEADER
(6061-T6 ALUM. ALLOY)
(6061-T6 ALUM. ALLOY)
2-#10
SEE TABLE 'A'---% R=.05'
- .09' TYP.
F1 I I RAMS
—3.00
0.72 �-1.56---� 0.72
0.93
0 .72
.72
T
_' 3.00
_T 3.
1
0.931.56
0.37 1
0.72
T (IN)= 0.048
@ 3- X 3- HEADER �(STEEQ
8 7- X 5 1/2- W BEAM HEADER kA -1553 ry=40 KS1 SIEEL)
(6061 -T6 ALUM. - ALLOY) - t—
FASTENERS REQUIRED FOR PANEL TO HEAnER CONNECTIONS
01 .018 L .024 PANELS
6' PANEL USE 50% LESS SCREWS *2 .032 .036 PANELS
18' PANE�? �PE 50% MORE SCREWS
TA'BLE
"A"
REVISION DATE
DATE REVISION
0 a 200
T MAR
MAX. WIND
A 44.;
HEADER
MAX TRIB
Engineering Services
1140 All Pro Drive
FASTENING
Elkhwt.
LOAD
DESCRIPTION
WIDTH
KG
SCHEDULE
95CE—
NONE
NOTE'S
90 MPH
ALL FASCIA
E I S STAMP
10,
2-#10
SMS
PER
_12'PANEL
PATIO
STEEL
CLOVER,
C BEAMS,
I BEAMS
12'
2-414
SMS
PER
12'
PANEL
STEEL
CLOVER,
C BEAMS,
I BEAMS
21,
3-#14
SMS
-PER
12'
PANEL
70 MPH EXP C
ALL FASCIA
10'
2-#10
SMS
PER
12'
PANEL
AND
STEEL
CLOVER,
C -BEAMS,
I BEAMS
16'
3-#14
SMS
PER
12'
PANEL
SEE *I
90 MPH EXP B
STEEL
CLOVER,
C BEAMS,
I BEAMS
16'
2-#14
SMS
PER
12'
PA LISEE
w2
ALL FASCIA
10,
2 #14
SMS
PER
12'
PANE
90 MPH EXP C
STEEL
CLOVER,
C BEAMS
I BEAMS
16'
4-#14
SMS
PER
12:
PANE
SEE vil
STEEL
CLOVER,
C BEAMS,
I REAMS_
IAI 13-#14
SMS
PER
12
PARSEE
w2
01 .018 L .024 PANELS
6' PANEL USE 50% LESS SCREWS *2 .032 .036 PANELS
18' PANE�? �PE 50% MORE SCREWS
REVISION DATE
DATE REVISION
0 a 200
T MAR
A 44.;
NO. 0
Engineering Services
1140 All Pro Drive
Elkhwt.
W 48514
KG
ICOO ES EVALUATION REPORT NO. ER -2621P
95CE—
NONE
DRAWING
MSM COMPONENT PARTS & CONNECTION DETAILS
C
E I S STAMP
OW.
2/8/2000
97CDO4
LV
SHUT
1 4 OF 9
`25"
610 L
&15J 1/2 0
Bdas
-11--4 s;1-
6' W ALUM. HEADER SPUCE
(6061-T6 ALUM. ALLOY)
AM.
SEE DETAIL 'AW
FOR EXTRUDIED
T -j -;%(u.-3-75" HANGER W/ A -RML
A -RAIL
�-437' (6063-T6 ALUM. ALLOY)
2.10-- r-1.710"
3752-
�-T
I . 057'
1.380" ---�
SIABILIZER CUP FOR DMDED
HEADER 'AC'
(6053 -TO ALUM. ALLOY)
9MJGHT PANEL
Z TYPKAL If V—PAN
18 TYPICAL SKYLIGHT PANEL
CONNECTION VITIH Ir V—PANS
Am
HEAPER SPLICE MUST EFE LOCATED WITHIN
12 OF A COLUift
- 0.15* Dmwm I -mot
SPLICE wiTH TIGHT FIT
" 0 -4'
ISNIS UID FE'4V A D E R
5.406"
I- 8 - #14 smTs
R.
a - #14
TYPICAL 12" V—PAN
#14 SMS
SEE TAME 5.5 pa so III mum -
FOR SPACING K SPAM
r2ii z rim
1.50" Fm ir PANns
A -RAIL -SEE t -.06r OR
DETAIL 'Ar . Typ. 2-50*
1
.43'
L
.30-1
�c I '50**�r
EXTRLIDED HANGER
(6063-T6 ALUM. ALLOY)
Y1Y T V
10
24'
ALAsKAN EXTRUDED HEADER SPUCE
(5061-T6 ALUM. ALLOY)
1.686'
—T @EXTRUDED CHANNEL CONNECTOR
1.500 (606,3-T6 ALUM. ALLOY)
.062"
Typ.:4-1.562"--�
SCHEDULE OF ALLOWABLE SPANS FOR
ADJACENT TO SKYLIGHT PANELS.
6
12"
PANELS
JUN 14 2W5
UVELOAD
*6"
PANEL SPANS
*12"
PANEL SPANS
(PSF)
t —
O.Oia
t
0.074
0.= I OtA
o'.010.
t —
OM4
t —
0.032
t
0.036
10
11'-9'
14'-5'
1
Ir -2" 17* -9*
1 V -Cr
13'-3*
14!-7'
15*- 1
20
8'-8'
10'-6'
2--6' 13'-5�
7' -It'
10'-4*
1 V-8'
12'-1'
25
7'-2"
9* -5'
1 1'-Y 12'- 1 *
7'-2'
g'-3*
10'-7*
1.1'-2*
30
6* -1'
8'-S'
10--4-
10* -3'
a USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS
AND (1) SKYLIGHT PANEL PER (2) - 12s ROOF PANELS
FOR SKYLIGHT TO PANEL CONNECTIONS, USE THE SME NUMBER
OF SCREWS AS PANEL TO HEADER, SEE "TABLE 'A' DETAIL @
PLASM USED IN SKYLIGHT FAWCAMON
G.E. LEXAN POLYCAREIMLATE PER
RES , REPORT #3286
t - .062'
375- A2'
FT
.30,
5.50'
AM SEE SCHEDULE ABOVE FOR A11.OWABLE SPANS FOR
PANELS ADJACENT TO SK"HT PANELS a NUMBER OF ROOF
PANELS NEEDED FOR 1 SMGHT PANEL
@ SKYUCHT PANEL
c
01AIG o/ �UA17),
I
App
F13R Ir PANEL V
FOR If PMEL
-375"
.30'
No. 16273
Up. W& 01
DATE
REVISION DATE REVISION
JUN 14 2W5
Engineering Services
NO 260
1140 All Pro Drive
Elkhart. IN 46514
0
A0
wmm R
KG
lCoo ES EVALUATION REPORT NO. ER -2621P
SUILE -
NONE
PART COMPONENT PARTS & CONNECTION DETAILS
NAME
DATE —0
2/8/200
M 97CD05
SHEET
1 5 OF . 9
P
3' x 3' ALUMINUM
Fr' POST
.750'
M.,
�="" 1.0"
ilsin ! .750'
1.5�5"
2--�3/8-X 3 1/2- HILTI K*1K
BOLTS TO SLAB OR FOOTER
(ONE EACH SIDE)
a 94
EACH
ALTERNATE 3* SQ. COLUMN CONNECTOR 13RACKET SIM OF P0571_
(6063-T6 ALUM. At-LOY) 13/4- bi
MIXT,
4' Hd�D;iiiii-
1. ALL PARM 10 BE W -Cs' OKWAM an EILECIGIsIAM ZINC. bKY HE
USED IN UEIJ IF ATTACHING 10 CONCAM SAI&
L FAMCATION Or AWNING AN010ft AM SWIOY nNU 19 BEYOND
THE Boom as Tw mm ww"ON DETA&S AND 9.0m COMMOL
FrAmw mm ar &WITIOD 10 9ADINC 071CIAL FOR APPWM
AWNING A%O� W BE I= IN THE FOLLOWING T"qS OF SM:
59A MWEL MAY SOW M111L SILIV OVAU. SLTY SAIA
CAW SAM MAW 014010. SPICY MAY SLW Q^ AND CIAWY SILT
@AWNING ANCHOR
STEEL POW
.w.
REOUIRED (WIDTH)
FASTENER MINIMUM
SIZE 1*11NIOTH)
1/4' 3'
3/8, 4 !42'
a
7 I�j*
3 a-
k1f x 2 1/2' 0 I/r
2
.gr
2 1 . /2* 311ir . V 20'. OiEss
-64� .
km- PL 2, x le . 1/0
ALL PARTS TO BE NOT-131PIPED GRYANZED
OR EISMIMPLATED ZINC.
IIAY BE USED W UEIJ OF ATIACHM NO.
70 CONCRETE SLAIL - .16273
SEE UM #2 OETHL 'Air 16' Ell, 6.30.9le
SAFETY STAKE C I
(ALTERNATE TO CONCRETE SLAB ATTACHMENT)
AIXYMVL 1/2- 0
STEEL COMN --Kf— BVIS AS F132AM
Num Bonn)
13, WIN.
Ememum
Iris Sm
1 0 W
r Ll
IN
CONCRETE FOOTING
pim.
USE 1 1/2- 0 Mn BAR FOR.FOGTINCS UP TO
3a' CUBE USE 2 - I r
: SM FOR F=WCS UP TO
44r CUBE AND 3 - OW FOR FOOTINGS LAP TO
52' CUSE.
SCHEDULE *F' - COLUMN TO FOOTING
CONKCTIONS FOR lir TO 42' F00TING SIZES KTOUIRED
TENSION
FOOTING SIZE -HILTI FASTENER CONNECTION TO FOR
d- (INCHES) (OR EQUAL) SIZE COLUMN TUBE AMCWR
13OLTS
-d- = lar 2-1/4'0 r f d 11-5/16`0 SOLT
43qf
20* 2-Vn I Ittil f
504
22* 2-5/telf BOLIS
B500
24* 2-3/8-0 BMTS
79011f
26' 2-1/2's a 3 31rd 3-5,1ta sous
13301
211'
13301
iff7of
2
3 -U. 2-5/6*0 x 4*d
20W-
34-
NIA
30
N/A
38,
N/A
[�42-* IV
N/A
3--3/8*0 DOL75
N/A
I S/
No. 16273
Esp. 6-30. d'7
C1
C
JUN 14 W
ALTERNATE FREESTANDING SMUCTURE COLUMN --d- SIZE IN ANCHOR R, FASTENER SIZES INDICATES DEPTH
To FOOTING CONNECTION DETAIL OF EMBEDMENT. EXAMBPOY 02 L2tpd INDICATES 2 1/2- EMBEDMENT OF
ANCHOR 'OR EOUAL* TO HILTI F ERS,- ALTERNATE WST BE ICSO ES.
APPROVED TO PROVIDE ALLDWABLE TENSION EQUAL To -REO'D
TENSION FOR ANCHOR BOLT` VALUES SHOWN. HILTI INDICATES HILTI
98-11 ANCHOR BOLTS PER IC80 E.S. EV 14627.
(a ATTACHED STRUCTURE COLUMN TO FOOTING ;uV 1-001ING SCHEDULE
K-7
CONNECTION DETAIL 'd" - 18' TO 32'
REVISION I DATE- REVISION
nit -11 rMair-Mr-M fU-1r-Rf%Mfr- Iul.
COUAIN ANOM
1/1- Cow— sm NO. 2
FOOTINC UNDO
SLAB
.,: 4. X-�
ALI�
SIM
mum
COLUMN CONNECTION DETAIL FOR
SLAB III FDornNG ATTACHMENT INEERS 'STAMP
Engineering Services
1140 All Pro Drive
Elkhart, IN 46514
KG ICDO ES EVALUATION REPORT NO. ER -2621P
Xr- DRAWING
NONE MEW COMPONENT PARTS & CONNECTION DETAILS
m-- 97CDOO bHEET
2/3/2000 NEW 1 6 OF 9
1 1/2'
2 1/2'
*a, OR lo*
1 2
STEEL POST
3Wx12 Gk 'C*
OR 3 1/2*3tlO*XI2 Gk 'C'
C—BEAM TO COLUMN CONNECTION
5 1/2' x 10* ALUM V BEAM OR
5 1/2' x 7" ALUM V BEAM OR
4 1 2' x 6* ALUM W BEAM 1 112
COLUMN
a - 5
Tr Mw -T
.10'TYP
—A
CUT BOTTOM FLAKE Or
I -BEAM AS SHOWN AT
COLUMN
@ALTERNATE - 4 1/2- X 6- X 5 -1/2- X 7"
ALUM. W BEAM CONNECTION DETAIL
3/10" OM75 SEE TABLE 8.4 n CL�_L_
_,__�C, N E4 FOR QUWM (&fIN4)
+ + +
MIN. OF
4.50'
+ + + +
5'.
OP PLATE ox�
30 PLATE X
COLUMN SUE + I'
Nr;COLLIMN SIZE + 1/2* WITH'
MINIMUM OF 4.5'
@TOP PLATES 'A' & '13- AND SCHEDULE 'S' FOR TOP PLATE
CONNECTIONS WITH T BEAMS (Y, Z. AA) ON STEEL POSTS
3' x 3*
HEADS
6-#14
2.01.
1.01
T I
6.0'
+
@COLUMN TO HEADER CONNECTION FOR Y X 3- STEEL HEADER -AE-
C� I'—
cc:
t� 140.
i0l
5.5'
2 5/16' BOLTS W/ 1.0' "IA�
x 3/32* T . HK, STL. WASHE 547 5'
LLpi j
.750'
—:3.
2.5'
.750'
ZZ6' BOLTS:
.056
3' x 3' COLUMN
ALL *I' BEAMS & 'C' BEAMS USE TABLE 8.3 COLUMN 'X FO� QUANTITY OF HORIZONTAL BOLT
USE TABLE 8.4 COLUMN IN' FOR VERTICAL BOLTS.
ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET
(6063-T6 ALUM. ALLOY)
ALUMINUM '1* BEAM OR STdL 'C" BEAM
2 5/15- BOLTS �ro.j--2 5/15- BMTS W/ I- DIA.
x WASHI�
3/ 2
TA13LF " -COLLr t= 25' fE TA
"K' rOR OUANV7 FOR QUANTITY
STEEL COLUMN
I . - 0.04a*
(03' STEE�FLUMN TO - HEADER CONN. BRACKET (6063-T6 ALUM.)
��TE
I REVISION DATE REMSION
STAM P
Engineering Services
1140 All Pro DrIve
Elklwrt, IN 4M14
fir CMp
- ICSO ES EVALUATION REPORT NO. ER -2621P -
NONE
F2�/1/2000
OR PART COMPONENT PARTS & CONNECTION DETAILS
t; —
97COD7
LV
SHEU
1 7 OF 9
No. 16273
EX0. 6�� 0-7
JUN 14 2W5
u1i P/4 �, �04 z
.,qp Gz)/�
Y?0
7' X 5 1/2" I -BEAM SPUCE
(5061-T6 ALum. ALLot)
@ SPLICE DETAILS
5 1/2'
ffm
; SPLICE!
>1 SIDE
I' BEAM
M-1:
AWNING ANCHORS
2 ANCHOR 3 ANCHOR 4 ANCHOR
2. 1 OR It ANCHOR MAN
1 +1
AWNING ANCHOR
CLEAR CEWS IN FWTING
Typ.
SINCLY ANCHOR DETAIL
@ ANCHOR DETAILS
FOR ATTACHED STRUCTURES
7" C SPLICES
(6061-T6 ALUM. ALLOY)
7' X 5 1/2" ALUM. I -BEAM SPUCE BOLT LAYOUT
3- 114 SMS
EACH SIDE I -
3"'X '80 ALUM. HEADR�__
27 6 112*X .024'
ALUM. SIDEPLATES-�o
3" x 8" HEADER
CONNECTION
FOOTING
d'
(IN)
ALTERNATE
FOOTING
SIZE
NO. OF
ANCHORS
18
12*X 1
1
15'X 15"X 15"
1
22
18'X I 8"X 15'
1
m2f
20"X 20'X 15"
1
$20
26
20'X 20'X 15'
1
2a
24-X 24X 15"
2
3
24X 24X 15"_
2
32
4X 240X 1 S'
3
34
24X 24 15'
4
24-X 24-X 15
- #14 SMS
EACH SIDE
/4"
2X 6 1/2' ALUM. HEMUS
1 5 IV2' -1 + 1 /2'
_4___L_Ael
I
No* 16273
Ex 6 30-0 r
L.4-3*X 3'
1,2 7 3- 14 SMS ALUM.
3- 114 SMS EACH EACH SIDE 00' COLUMN
M g
2X 6 1/2* ALUM.,,A
SIDE OF COLU N SIDEPLAfES---'—ow
YX 3' ALUM.
COLUMN WITH SIDEPLATE END VI
a NO.16273
SDOUBLE 20 X 6 1/2" UP, &30- 0 -7
HEADER CONNECTION
�M_ �11A -DATE REVISION I -DATE REMSION JUN .14 ?Offi
iT -t r-r-st A-rcc
W )I L-1 u-11 L—,
c
ce No. 0 EngineerIng ServIcas
1140 All Pro Drive
Elkhwt.. IN 46514
.__kMN REPOI;rr NO. ER -2621P
CUP I
NONE Oarff ODMpONENT PARTS & CONNECTION DEWLS
uput: - I SHEET
GINEERS STAMP 2/g/2000 E997CDOO 1 8 OF 9
0.011" DnRUDM HE4M
SPUCE WIN T09 FIT
PODE NEADEFL
spi ETAIL
EXTRUDED HEADER SPLJCE
5 112 T6 ALUM. ALLOY)
(60 1-
ly1.5* SMS SEE TABLE
FOR SPACPIG
3 1/2- -0- RAIL
(6063-T6 ALUM. ALLOY)
-ALTERNATE 2- 2-X 6 1/2 -
HEADERS IN PLACE OF
3'X B' HEADER WITH
POST & SIDEPLATES
3'X 3" POST
@ALTERNATE 2-2- X 6 1/2" HEADERS
3 #14 SMS EACH
;
X
I x B* Box
B�M
BEAM HFADER
'H'
UMINUM
3.
r). BRACKEr
'X 3* ALUMINUM
C M
OLUMN
t3
3 014 SMS EACH SSIDE
6-dALUMINUM 'H' BRACKET FOR
CONNECTING COLUMN TO HEADER
(6063-T6 ALUM. ALLOY)
3 114 SMS EACH SIDE Z
OR 2 5/16- BOLTS
3'x 31 '1 'X 6 1/2'
COLUMN - R %�
SIDEPLATES
e -ALUM. FOOTING
X BRACKET
2 3/6' x 3 1/2'
USE ONLY ON RAB c)
SEE NOTE d -W CD
OR FOOTER -
IT OR SMALLER wi
AT RIGI
cc:
*L'OR FOOTING
@ALUMINUM FOOTING BRACKET FOR CONNECTING
COLUMN TO CONC. SLAB OR FOOTING
(6063-T6 ALUM. ALI-01Y)
216 1/2X 12' lVjW
ALUM. Rwrum
0 16* OR 24' RMLFORMED
0 o.c
.c. HEADER
JW.
2*X IS 1/2' ALUNW. FASWVA
ALTERNATE -DECORATIVE
FASCfA TRIM
,:E
3 1/2- -J- HANGER
(6P63 -T6 ALUM. ALLOY)
NON-MUCTUPAL
compomw
2.109'
4
5 1/2- EXTRUDED SIDE FASCIA
(6063-T6 ALUM. ALLOY)
20TE REVISION DATE REVISION
EngIneerIng Sorvicos
1140 All Pro CrIve
Elkhart, IN 46514
ATION REPORT NO. ER -2621P
KG tCBC ES EVALU
I
- 7NONE OR PART COMPONENT PARTS & CONNECTION DETAILS
NAME
SFAMT
/a/ 0
STAMP 2/8/2000 iffM 97CDO9 9 OF 9
16273 '1
JUN 14 2M
PJ7�-
'140,
t 3-
-Z -
Go
HEADER
(3006-H391 ALUM. ALLOY)
/r at r
1 1
2 8 . . �—1
LALJ
@ LATTICE
t=0.024 (3105-H25 ALUM. ALLOY)
OR co
0.032' 3'
Aa.02A:
OR .0265'
@ RAFTER & SIDEPLATES —
(3006-H391 ALUM. ALLOY) COLUMN
(3006-H391 ALUM. ALLOY)
4- is Sms m
RkM 114a R
4-#B SMS
ECH RWU
SEE TABLE
AT RIGHT.
15/1
4'
I *es
MAW USED W\2- X 6 1/2- WIM ORWO USED W/3* X 9' RWTM
@ RAFTER TO HEADER CONNECTION BRACKETS
(6063-T5 ALUM. ALLOY, 't'=.060-)
1/4' x 4' LAG SCREW
SEE TABLE 8.5 COLUMN WOO LEDGER- 2 AX D0`TH
ANC4 FOR QUANTITY wuw Lu"- ' : ut""
ALL 10 PSF USE'l LAG 2- SIDE
PER STUD 16' O/C
ALUM.
Dm7m IRWO
STRUCTURE ALT. 7 WGER
LC.9.'
SIM SR PER I.C.B.D.
2alO X 41rukoEM116258
E SIDE
@ ALTERNATE RAFTER TO WALL CONN.
Ik
.048 MIN,
ASTM A-653 FY=40 KSI
STEEL CONNECTOR FOR WOOD COLUMN CONNECTION
,18 X 2 ' SMS FOR 1 1/2*
t" LA
F;N�JQ 2 112'
PARER
@ LATTICE TO RAFTER CONN,
L= 1.92* fDR 2' X 6 1/2' RNTS?S
L= 2-y* 3' X r RVTERS.
,04
I I TYR
2-#8 SMS EACH SIDE
*% 'N11c
I&XoRl 3/4* WOOD
PffO MFAL 2110 SMS
(6M -T5 ALUM. ALLOY. Y= 0.0401
@ RAFTER HANGER
HEADER
HEADER
DETAIL
MAXIMUM
MAX
FASTENTING
GAGE
WIND LOAD
1
TRIB
1
13-#8
.042
3'
x 8'
Ll
90 MPH
6'
2-#8
SMS
EACH
BRKT.
3'
x 8'
PATIO
10'
SMS
EACH
BRKT.
.036
3'
x - 8'
L 1
90 MPH
5 '
2-#8
SMS
EACH
BRKT,
3#
x 8'
PATIO
10'
4-#8
SMS
EACH
BRK�
L---
.032
DBL
2 x 6
L11
90 MPH PATIO
10'
3-#8.
12-#14
SMS
EACH
BRKT.
.094
1
8' STEEL C
L23
90 MPH
22'
2-#14
SMS
EACH
BRKT-
1
1
90 EXP -C
10'
SMS
EACH
BRKT.
0. 6,
C�11 LFcviltkol
ENGINEERS STAMP
DATE I REVISION I DATE
REVISION
Engineering Services
1140 All Pro Drive
0&2� Elkhart, IN 46514
Will ut Kc ICBO Es EVALUATION REPORT NO. ER -2621P
Mr--t9FRr-C.omp.owW p.Awmm & CONNECIION DETAILS
NONE OR PART
MME FOR pAno a COMMERCIAL LATTICE STRUCn)RES
UL, I - SHEET
MF 97LTOI I OF 4
2/8/2000 IN I
tjo. 16273 '1
Elp. 6,30"o
JUN 14 2M
4 Ilf IK PLASTIC
PLUG
Box
SMS Illm
BOX SECTION.
NOIL, USE PLASTIC RM M FILL 1/2* DIk
ACCESS HOLES USEI) VAN AITACIM
S.Ml INTO ANOM BOX SEC" IN VOCH
THE SMS U)CM WOUL11 EXCEED 2 1/2'.
PLASTIC PLUG DETAIL
�:011 0" R X -7 0*(4)
,010* HIGH
ALUMAX .68 '(4)
.437T4)
25' RAD.
.020' DP. (36)
x 70' .062* RAD. (20)
(12) .187" RAD�116)
FLU`TED COLUMN
(3 ALUM. 6063_T6)
Y = 0.062* UNLESS OTHERWISE NOTED
2'x 6 1/2' OR 3' It 8'
9EE SCHEDULE FOR S4111ZLE
ALTERNATE 2- 2X 6 i/2'
HEADERS IN PLACE OF
3'X 8' HEADER WITH
POST & SIDEPLATES
3'X 3* POST
0 ALTERNATE 2-2" X 6 1/2* HEADERS
3.00
0,72�--1.56-�10-72
0.93
0.72
3. a
0.213
0.37
. - J, 0.72
� �0.17 - t
T (IN)=. 0.024, 0,030, 0.040 (ALUM)
- 0.048 (STEEL) -
ML. -
COLLM MW Bt TRIIAO W/FLEX-
KUM. FACING.
3' ALTERNATE COLUMN
(3003-H16 AL -UM. ALLOY OR
-A-�46 Fy=40 KSI STEEL)
SPLICE MUST BE
D ON COLUMN
114 Sbl:� AD o
SIDE
Y X W
2- f X 6S&2* Slauume, —3-X r
ONE 00 OF
coullm N COLUMN
HEADER SPUCE DETAJL
15L -1 VE Co"NTY
13UI DING U
DIVISIot,
i-PPROVED
t1G. tic. 16273 11
t1p.
--A
3.00'. 4.00*. .188
Typ.
5.00" OR 6.00" 3". 4', 5" 0 R 6" JUN 14 20M
STEEL COLUMN
Fy=36 KSI
Z3 .00 ., 4 .00.
6.0
5.00" OR
DATE I REVISION I DATE I RE\qSION
0
Engineering Services
1140 All Pro Drive'
NO Elktwrt. IN 46514
at- up KG IC130 Es EVALUATION REPORT NO. ER -2621P
URMKM COMPONENT PARTS a CONNECTION DETAILS
NONE NAME MR PATIO & COMMERCIAL LATTICE STRUCTURES
OF
ENCIN 2/a/2000 jm9F 97LT03 2 OF 4
5/16' BOLTS W/ V DIA.
x 3/32' THK. STL. WASHER
5.5' TO 13' STEEL 'C' BEAN
SEE TABLE 8.4 COLUMN E4
--+.5754-4-- 2.351 FOR QUANTITY
iffy -u I tJ4.0 .750
2.5' N
1.750'
.056 ts�s 10
5/16' BOLTS SEE TABLE 83 COLUMN 'M' FOR QUANTITY KA
.048 x 31 x 31 STEEL POST
0.16213
0& 0
YXV BOX
BEAM WRAP
ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET
(6063—TS ALUM. ALLCY)
80X 12 GA.
BEkM
3" X 12" X 12 GA. STL- 'C' BEAM
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JUN 14 20M
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DATE
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SAFETY STAKE IN
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DATE I REVISION I DATE I REVISION
AD,
No. 16273:
E".'w& 01
JUN 14
EnginserIng Sorvic"
1140 Ail Pro Drfts
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AD,
No. 16273:
E".'w& 01
JUN 14
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR hNSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (53.0) 538-2140
Vv'EBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 1151 FRENCH AVE
Owner:
Permit No: B07-0218
APN: 021-320-011
HAGBERG, J LOWELL & ANNE
Issued Date: 02/26/2007 BY GLB
Perrnit type: MISCELLANEOUS
PO BOX 1108
Subtype: Patio Cover/Cvd Pch
GRIDLEY, CA 95948
Expiration Date: 02/26/2008
Description: INSTALL PATIO COVER (735)
Occupancy: I Zoning: A5
Contractor
Applicant:
Square Footage:
CALIFORNIA PATIO'S
CALIFORNIA PATIO'S
Building Garage RemdUAddn
1633 STARR DRIVE #2
1633 STARR DRIVE #2
YUBA CITY, CA 95993
YUBA CITY, CA 95993
Other Porch/Patio Total
(530) 673-8500
(530) 673-8500
735 735
FEE INFORMATION
DBEH Building Review Fee $75.70
DBMSC Patio Cover/Covered Pore $260.00
DBSMIEP Residential $1.18
Total Charged: $336.88 Fees Paid: $336.88
Balance Due: $0.00 Receipt No: B1737
LICENSED CONTRA-CTOR*S DECLARATION
-OWNER/ BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
CALIFORNIA PATIO'S 827596 / B / 11/30/2007
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Section 7000) of Cti)dsion 3 of the Business and Professions Code, and my license
pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000)
is in full fo ce ct.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
��
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X, 3�7 02/26/2007
the applicant to a civil penalty of not more than five hundred dollars ($500];
Please check one of the following:
Contractors Signature Date
1. As OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
EICOMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR
DECLARATION
-WORKERS'COMPENSATION
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
the work himself or herself or through his or her own employees, provided that such improvements
I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are not intended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
f::al HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
1, As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
K-145ection 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractor's License Law dows not apply to an owner of the property who builds or improves
My Workers' Compensation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Carrier State Fund Policy Number: 1706874 Ep Date:10/0112007
'is
Contractor's License Law.).
(This section need not be completed if the permit Toir one hundred dollars ($1 00)_o_r1_ess_T_
ElI AM EXEMPT under Section B. & P.C. for this reason:
CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
SSUED, I shall not employ any person in any manner so as to become subject to the Workers'
Compensation laws of California, and agree that if I should become subject to the workers'
X 02/26/2007
compensation provisions of Section 37 of the Labor Code, I shall forthwith comply with those
Owners Signature Date
provisions
;��o
X 02/26/2007
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
SignaArre Date
WARNING: FAILURE TO SECURE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL,
const uction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Buttercounty, its officers, agents and employees from any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
injury, including death, and property damage caused by, arising out of, or in any way connected with
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
use or occupancy of any sidewalk, street. or subsidewalk. I hereby authorize representatives of Butte
ATTORNEYS FEES.
County to enter ittW%bove mepRioned property r inspection purposes. I hereby certify that I am the
propert y &.� ramau act on the property owners behalf.
(aad _tJDmq3 02/26/2007
CONSTRUCTION LENDING AGENCY
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Nartfe of Permittee (SIGN] Print Date
'he performance of the work for which this permit is issued. (3097 civ. code)
1:1 Owner Contractor OR: E]Agent for Owner E]Agent for Contractor
FILE COPY
Lenders Address city State Zip
BUTTE.COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
OFFICE #: (530) 538-7541 FAX #: (5-30) 538-2140'
A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION
Website: www.buffecounty.net/dds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Name _-7, First Name
tfl,q - 1
Mailing �kddress
'N
I -State Zip
C""—J, 5.4;J
��Phone r, Fax
C�E �i —
APPLICANT INFORMATION
CONTRACTOR
Name
CQ I 1�nrn 1c,
�g)5
Address siacr Or -#z
City
Y) b C, C
State 01
1 lip c1sqq
.Phone
673 _'gS,�50
Fa
x 673-067
E-mail
L 72 (� Pe4 )7 0 0 6 0 -
F *3275q�
. . I
I Class )3
APPLICANT INFORMATION
ARCHITECTIENGINEER
Name
Phone
Address
E-mail
Cily
State
Zip
Phone
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name uomo
Address
C;�TA State (4 Zip
Phone
F ax 673 - 1-7b7
E-mail
101-
W�Q rN WAS
. . . . . . . . . . . .
PERMIT
NO.
607-02)S
BIN#
PROJECTLOCATION
AP# 1-3 2 0-0 /
roperty ress 11.51 Fre_112i'k &4
I city CLd . 1.e I i/ . o� qs-q*1VF
WORKER'S COMPENSATION
Policy Number
Carrier
Fun
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
DESCRIPTION OR SCOPE OF WORK:
J:n '�tlrA I I t 6 PQ 4i 10 1�0'-() el -
(0 V Py 0 C4 12� 'c'- AL k n Q
-7 3 5
Sq FT- Living Garage Open
0 - Structure Built without Permits
C3 Proposed Change of Occupancy
(Note previous use):
For office use only: I I
Kone
L
SRA
I Yes
Occ.
Type Const.
BUTTE COUNTY FEE SUMMARY
7 County Center Drive
Oroville, CA 75965
Department of Development Services
Phone (530) 538-7541 Fax (530) 538-2140
Permit Number: B07-0218
Job Address: 1151 FRENCH AVE
Contractor: CALIFORNIA PATIO'S
1633 STARR DRIVE #2 YUBA CITY, CA 95993
Printed: 02/05/2007
3:47 pm
Fee Description Account Number Fee Amount Paid Date Pmt Amt
DBEH Building Review Fee
0021-540013-4614901 -1010 $75.70 02/05/2007 $75.70
DBMSC Patio Cover/Covered Porc
0010-440001-4210500-1010 $260.00 02/05/2007 $260.00
DBSMIP Residential
1001-0-280-1011298 $1.18 02/05/2007 $1.18
Printed By: Kourtni Graham
336.88 . $336.88
Balance Due: $0.00
At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan
checking process.
Signature: Date: 02/05/2007
i4z�z
Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days
from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments
for a protest are specified in Government Code Section 66020(a).
Butl-te County Department,of Public Works
J. MICHAEL CRUMP, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive
Oroville, CA 75965
(530) 538-7266 Telephone
(530) 538-7171 Fax
www.buttecounty.net/dds
( 10
4
(4:
0
.0
0
0
0
Ic
National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
[LESS THAN 1 ACRE I
Reference Number: B07-0218 Date: 02/05/2007
Location: 1151 FRENCH AVE By: KCG
Parcel Number: 021-320-011
Owner Name: HAGBERG, J LOWELL & ANNE MAR
Description: PATIO COVER (735)
Sub Type: Patio Cover/Cvd Pch
Phone:
By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more
of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California
Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but
when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm
Water Permit from the state of California Regional Water Quality Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water
Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or
more of land may result in revocation of grading and/or other permits or other santions provided by law.
Signed:
Title:
FILE
Date: 02/05/2007
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
0 Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. Nochanges may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications
(not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are
for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of
$54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any
refiind amount) to determine no work was done.
Fee/refund information can be read on-line at http://municiDalcodes.lexisnexis.com/codesibutteco/
Reference Number: B07-0218 Date: 02/05/2007
Location: 1151 FRENCH AVE
Parcel Number: 021-320-011
Owner Name: HAGBERG, J LOWELL & ANNE MAR Phone:
Description: PATIO COVER (735)
Sig Date: 02/05/2007
FILE
BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: (530) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PERMIT NO.
os_OLS�_ 0_�_
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PA RCEL NO. C)
ZONING
OWNER
PHONE: NO
OWNER'SADDRESS k
I
LOCATION OF BUILDING
USE OF BUILDING
SIZE OF STRUCTURE
Ix SQ. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME - STEEL CONCRETE OTHER (Specify)
TYPE OF SIDIN(�'
ROOF COVERING
jt��
I FLOOF!le����J
ESTIMATED COST OF CONSTRUCTION
$_ / T" n(5 -
AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as
follows:
FRONT - SIDESaZa 127/�41 REAR
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before
occupancy.
e -?6 . e
Dat ature of Owner
btZ I
Per ' Fee - $60.00 The above described AG Building is exempt from a building permitt.--
Rq�� I§SUP
Receipt No. (�/ I I V I
Manager Building Division
V Date
White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant
Xw
NOTES RESMENTIAL
j�
PERMIT NO.
kl 4-j26!0 V 02"'0965
HAGBER L6We.11'& Aime
c
115hji6' h V6.1`6r'i ey
�e�'v Sif, 16 Farnil
WA
(7 v%. c c) Fee.* -3 5�� y6 C)
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
4L
�OFFIICE COPY
Address'-
GA�
Meter By 73,>L-'
W
ELECTRIC',
—Meter By Date
-Address
GAS
Meter By - f Date
RI
Meter By D a
ELECTRI
�jf U
JOB FINALED (Date)
3- ly
Signature
10
v=01< ,
5. Electricity; Location-Clearances-Grnd-/
0 = Not OK
6. Gas; Location -Test -Wrap;-/ /" L 'ft.
P Nat. or / /"L"fl./ PLPG
- = Not �pplicable
MOBILE HOMES
= No Ready
t
Date MOBILE SOME UTILITIES (Plans) OK except #'s
1.
Zoning Requirements -S etbacks- Easements
2.
Sqils; Special,MH Support Sketch
3.
Sewer; Location -Test -Fall -C/0 -Concrete
4. Water; Location- Test- Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/
/Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /" L 'ft.
P Nat. or / /"L"fl./ PLPG
Footings; Size -Spacing -Marriage Line
7. Well Clearance & Disconnect
Gas; MH Test -Demand -Valve -Connector
8. Utility Clearance
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Tesl-Fall-Flex Connector
6.
Water; MH Test- Regulator -Connector
Date Card B-1 Date
Card B-1
Date Card B-1 Date
Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except Ws
1.
Zoning Requiremenis-Selbacks-Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Tesl-Fall-Flex Connector
6.
Water; MH Test- Regulator -Connector
7.
Water and Sewer Connecled-C/O to Gracle-HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cent. of Occupancy
12.
Permanent Foundation Only; License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Dale Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements-Setbacks-Easementi
2.
Footings; Soils -Size- Depth- Spacing -Connecto rs- Steel
3. *.Decks; Girders and/or Joists- Decki ng- Brici ng- Stairs- Rails
4.
Wood Awn.; Post s -Beams- Rftrs.-Con necto rs
Shthg.-Frg-Bracing 1%1.,
5.
Alum. Awn.; Colu mns-Connections-S plice- Decal- Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except ff's
1
. Setbacks- Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel-Conneclions-Thicknes�s
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries-Termi nals- Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding: Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards- Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
V= OK
0 = Not OK
- = Not Applicable
* = Not Ready RESIDENTIAL (Single &
Date eunderfloor (Plans) OK except #'s
Z'gpMg-Setbacks- Ease menis- Flood -S lope
V`Fjte, Main; Soils-Elec. Grnd.-/17_r Ftg. Depth
. _5g., Garage; Soils-Steel-Elec. Grnd.-/i2_r- Ftg.
5tT., Porches & Decks; Soils-Steew r Ftg. Depth
%��emwaus, main; Steel- Blockouts-Wrapped
W' Vemwails, Garage; Steel-Blockouts-Wrapped
Ital."Hold Downs and.Special Anchors
7. Slab, St�21-Wrapped
8. PiSr�ireplace Ftg.-Steel
4aW'6_W.V.; Fall- Fitting -Test -2 Way C/0 -Sewer Test
10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11. Water Pipe; Test-Ancho rs- Reg ulator-Service Test
12. Ele9kic Underground
ms,�,'Oucts; Clearance -Material -Support -ins.
L 1 . Gird 'Sill r
prC -s-Ancho Bolts-Joists-Vents-Crippies
dAC,.-'1'5..Ac`cess & Ventilation
I 'I" 1Z. Insulation
Datel
OL_ Card B-1CjZ_ Date Card B-1
Date
Carg B-1 Date Card B-1
Date
LUMBING (Permit) OK except #'s
48.
f7./Ovater Htr.; vent -Access -Combustion Air Baffle
49.
18. Water Pipe; Test & Anchor -Nail Protection
50.
J.�D.W.V.; Test Fittings & Anchor -Nail Protection
22�gower Pan; Test, First Floor -Tub Access
51.
_&r.' Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
Da.
Card B-1 Date Card B-1
Card B-1 Date Card B-1
Date E!,ECTRICAL (Permit) OK except #'s
-el-Fixture & Transformer Clearance -Ins. Protection
24. fitec'. Receptacles Spacing -Lights � Switches at Doors
!��!'�e Boxes & No. of Conductors Stapled
F6. Ropex Installed Close to Eclae of Studs & C.J.
,2Z,/Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
28. ppliance Circuits in Kitchen & Conductor Size GFI
Subleed Wire Size ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
30. Wrnge Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al
Insulated Neutral Q Yes Q No
Conductors & Ground Main Disconnect
Clearances Panels-Motors-Mech.
qf6thes Closet
Smoke Detector
Date
Card B -i Date Card B-1
Date
Card B-1 Date Card B-1
Date
VECHANICAL (Permit) OK except #'s
48.
W.F AX. Ducts Insulation & Support
49.
2!�� nt Fan, Exhaust above insulation
50.
�141'qnclensate Drain & Overflow, Size & Grade
51.
39 -'-Furnace- vent Access -Comb. Air -Return Air Vent 115 outlet
52.
39. Attic Access & Platform if Furnace in Attic
53.
Ext. Doors -One X -Check Garage 3rd Story, 2 Exits
'54.
Stairs; Width- Headroo m- Rise- R un-Landin g- Fire Protection
Date
Card B-1 A�l Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
-11 58.
W-fhpar
60.
40. Sits Proper Materials & Anchors
6VInsulation-Walls-Ceilings
62.
41. Walls Studs -Nailing Spacing & Brace s- Plates -So und
42. Bearing Walls over Girders & Floor Nailing
43. Draft Stop in Walls (rat proof)
44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45. Headers & Beams -Size & Bearing
Duplex). _ -1 1.
Date
FRAMING (Continued)'
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties- Purl�,n-Roff Brac,-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Rdmex Protection. Draft Slop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One X -Check Garage 3rd Story, 2 Exits
'54.
Stairs; Width- Headroo m- Rise- R un-Landin g- Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing �Keer
&/01404 40'o'Stucco
MeOfobrip Screed -I'd. Vents-UnderfIr. Access
-11 58.
W-fhpar
60.
Gliazing Area -Glass Protection -S kylig hts- Plastic
Walls; Nailing -Bolts
tace Interior/Exterior Wall Pan Is
6VInsulation-Walls-Ceilings
62.
r, if Yr --7-%
Infiltration-Walls-Winclows
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s
Steps -Door & Sidelight Protection -Landings
."s��e Detector
-urnace Vents -clearance -Comb, Air -Connector -
I i��age; Above Floor-Ducts-Mech. Protection
66 'qd,�oom Exiting
67,,, �Fl. & Bath Fixtures & Tub Access -Spa
�c. Trim & Subpanel, Breaker Sizes & Labels
6%. airs & Rails
7p, replace or Stove, Clearance -Hearth
7� Outlets at Wood Panel, Int. & Ext.
7Z' t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
78r ec. Outlets & Receptacles at Kit. Counter
74' �rage Fire Door; Swing- La nding-C losu re
715 t. Duct in Garage -Damper '
-A@ Ir. Htr.; Ve nts-C lea rance-Comb. Air Connector-P.R.V.
�Garage; Above Floor-Mech. Protection
77, lb., Elec. & Mech. Equip. Listed for Location
7 flec. Receptacles in Garage (F.Fl.)-Romex Protection
i 1, d ns ulation- Foam- Looked in Attic
?'Guard Rails & Deck Construction- P�ost Caps
.?' Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
f Clearance Looked under Floor C) Yes
;,-Following Instid./Drive 0 Yes Q No/Walks Q Yes :1 . No/Plantersl:) Yes r_ -j No
-&-Stucco Brown -Finish
A.C. Unit Disconnect, Electrical- Plumbing
_VVents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
e ',Water Well, Disconnect, Electrical, Plumbing
\Y ',Exterior Elec. Trim, G.F.I. Receptacle -Underground
6 Ventilation Throughout House
8i ilass Protection
9� �orrections from Previous Inspections
W :,as Test -Meters Tagged, Gas -Electric
9; *_iater & Sewer Connected -C/O to Grade -HD Approval
9� "'Energy Compliance Certificate -Other Certificates
9 Gress Posted
Card B_' '0ate Card B-1
Date c "',
Date 11 Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
(Rev. 12/96) %
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES,- BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 * Teleo�o_ne (530) 538-7541 0.
APPLICATION AND PERMIT PA-eC� -
ASSESSOR PARCEL NUMBER
1021-320-011
ZONING
A-5
BUILDINGPERMIT
OWNER IfAMERG, L%ML & A*E
TELEPH
84b'-!&6
SQ. FT. OCC. BUILDING VALUATION
3831 R 308,874.-00
OWNERS MAILING ADDRESS
P.O. Box 1108 GRIDLEY CA 95%8
172 �My 9_36.W
CONTRACTORS NAME O�M
TELEPHONE
1) 534,00
775 if 11-3.Win-M
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
-3 "0 4500.00
LENDERS MAJUNG ADDRESS
Total Valuation $ 998_7 4�M
ARCHITECT OR ENGINEER A�
Ti�o.
Filing Fee $ 20.00
Permit Fee s logi.06
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $ 709,15,
BUILDING ADDRESS nUNM AVE., QUOM CA 95948
Energy Plan Checking Fee $ 23.00 P
PERMIT FEE $ 184,1, 1�
LOT NO.
SUBDNISIQNS NAME
PARCEL MAP
PLUMBING PERMIT Filing Fee 1 20.00
Each Trap I A 7.00k 12.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome b Other
SPEC"IFY
Solar or heat pump water heater 23.001
Water piping 15.001
Each gas water heater or veni' 15.0015,()C)
TYPE OF WORK
New 0 Addition 0 Remodel 0 Litilibes 0 Installation 0 Other 0
4.
Describe work: M SINIM EAWLY 80. W/ AGAARAGE
Gas piping system I - 5 outlets 15.0 35.00
Building sewer 1.5.00 15.00
Mobile Home @?20.00
PERMIT FEE $ 212. 00
ELECTRICAL PERMIT Filing Fee 20.00
Main Service '."OvA 0.' 23.0023100
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Clas�, Lic. No.
OWNER --BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for_Jhe following reason:
00#17asownerof theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO W60A 46.00
NEW CONST. DW= OCCUP. so.
OR ADDNS. r. �6.
S. 3.50 '06
NEW CONST. OUTLET
NON-REStD. ZULTH' CIRCUITS @D7.50
OWER AP� 6PATU
PSIN.LE . C SIR.
20 1.00
Ex. Occup. OUTLET OR FIXTURES IBAL .50
..FIXED APPLINIS OR"
Ex. Occup. E 5.00
Temporary Service 23.00
Mobile Home Facilities 20.001
Misc. Wiring 23.0
PERMIT FEE $ 204.21
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
rformance of the work for which this permit is issued.
D14have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, forth ' e performance of work for which this permit is issued.
My workers' compensaton)insurance carrier.and policy number are:
Carrier 14
Policy Number Ji_t.L4M_
(The above sections66�d rio-t-bi-completed if the permit is for work of a valuation
of one hundred dollars ($100) or ; 16ss.)
0 1 certify that in the perform ance o f the work for which this permit is issued, I shall
not employ any person in any; manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Cc
forthwith comply with those provisions.
X Date
Signatuie- of Applicant - 00OWner 0 Contractor 0 Agent
An 0 SHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
\ MECHANICAL PERMIT Filing Fee 1- 20.00
k6ating 25.00 25.00
-L
Cooling 1 25.00, 25.00
Hood 6.5o 6.50
Ventilation 3 4.50 13.50
PERMIT FEE $80.00
Mobile Home Installation'Fee $
Energy Inspection Fee $46.00
0 C CONST TYPE
VN'
TOTAL FEE$ 2385,36.
HAZ.
I D.
F1' :3C
I CDF
77-
TP V7
-
VV
IS
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By JdDate 4?/7,
PERMIT EXPIRES ON - r h?
fDalq)
ReceiptN1. U 10 41
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR I GOLDEN ROD-APPOCANT
0
I a
COUNTY OF BUTTE,
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street Chico, CA -'(530) 891-2751
7 County Center Drive - Oroville., CA - (5VO) 5:S8--7541
CORRECTION NOTICE
01,
/,/A& -1
OWNER PERMIT NO.
A routine inspection indicates that [he following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
C*ompleted if you have any questions pertaining to this matter, or need additional explanation,
please cor;ta it this office immediately.
—t—Ij % / .4 1 //J- T– -i
Date Inspector
REV 10/92 Ll
POUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SLRVICE�
411 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA - (530) 538-7541
CORRECTION NOTICE
..... ......
O -W -N EV PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
c*ompleted. It you have any questions pertaining to this matter, or need additional explanation,
please contact. this office immediately.
REV 10/92
FROM CHICO InSulation FAX NO. : 630-094-2475
Aisbj Mw M IT
FIBER GLA 5S HLOWIN6 INSULATION
BATTS AND BLANKETS
When ir,5talled in accordance with the man-
UfUtUrer'S rqCornmenclations, Knauf batts
and blankets -MI! Provide the full R-yalue.
Nov. 13 2003 02:47PM P1
Y.,
. . . . . . . . . . .
THERMAL PERFORMANCE (ATTIC APPLICATION)
The stated thermal resistance (R-va(ue);s provided by !.-!$Telling in accordance with the manufacturer's instructions
the requited number of bags per i,000 sq. ft Of net Crea, at not less th th labeled minimum thickness. Failure t
install both'the-required number of bags and'at least the minimum thicanrlesstwill result in (o -Aper insulation R_value.
873'We[ght-NOmirlal 23 lbs., Minimum 27 lbs.
*R -18'n a 5-5"CaVitY. COnfonrS toASTM C 665 and
1`4649141 SPWficali0m 411-1.5;IF.
tQ1JI PM ENT REQUIRED
To achievq!abe!ed R-vatue, this product must be applied *Ith a pneumatic blow-
ing machine and a corrugated host vvitin a millimum.25" Internal corrugation, a
minimum length Of 150 ft. and a diameter of at least 31., Coils in the h se should
not be less then 36" in diameter, Acceptable material feed rate iS 5-350
lbs./minute. Recommended feed rate is 15-2S lbs./mfnut@.
BUILDER'S INSULATION STATEMENT
Batts and/or blankets have been installed in conformance mfith theabove recom-
mendations to Provide a thermal resistance of..
Attie Area
R_
at
Inches
Sloped Ceilings
R-
at
Inches
Wall!;
1! -1-z
R-
at
�i
Inc
�7
Floors (over an unheated crawl space)
R-
at
inches
Craw(Space Perimeter
R_
at
Inches
Date Installed ri I Z4 a
Blown insulation has been installed In conformance with the above
recommendations to provide in It -value of: R- 1�
5-1-- using
bags Of this insulation to cover -Sall 0 square feet
of area at a mini hickness of inches.
1-'\ Dm I . _z,
FRAMING A0JU STM ENT
To compensate for framing members� the num ber of 'bags pet 1,000 sq. ft. of
area to be insulated should bA - h.- k -i-
IWAI. U
R-60
.1
VIMENSIQN15 t
BAG$/MST
, 76" OX. FRAA.�tmC,
BAGS/MSF
24" O.C. FRAMING
37.'
2x6 36.8
37.1
2 A 363
R-50
2x4
3015
30.6
2 x 30.2
2X8 29.8
R-44
2X4
2 .3
L6. 5
2x6 26.0
26.3
2x8 25,7
26.0
R-38
2x4
22.4
____22_.5
2x6 ---F2-,l
T2_3
2X8 21.8
R-30
2x4
17.4
2x6 17
1 .3
2xa 26,8
17.1
R-26
2)(4
1510
15.1
2x6 14.7
-T4-.9
2X8
14.4
14.7
R-22
2 x
12.3
12.4
2 x 12,0
12.2
2X8 11.7
12,0-
R-19
2X4
20.4
10.5
2x6 . I
I D.3
2X8 9.8
10-2
R-13
2X4
7.1
7.3
2x6 6.8
7.1
2X8 6.6
6.9
R.n
2x4
5.7
5.9
2x6 5.5
5.7
2x8 5.2
5.5
mort, Bald., wm.weo `I%,
A CLOSED -CAVITY APPLICATION
_14)4%j 4 (EXTERIOR SIDEWALL OR FLOORED ATTICS)
Contact Knauf Fiber Glass for More info(mation.
BWAC-08 5/02 Knauf Fitter Glass. One KAiuf Drive. Shelbyville, IN 46176 (800) 825-4434 Pf;nl*A i, 11 r 4
to,
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive * Ciroville, California. 95965 * Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION ANP-RERMIT
ASSESSOR PARCEL NUMBER
021-320-011
ZONING
A-5
BUILDINGPERMIT
OWNER
HAGBERG, LOWELL & AnNE
TELEPHONE
846-3076
SO. FT. Oda BUILDING VALUATION
3831 R 308,874.00
OWNEWS MAIUNG ADDRESS
P.O. Box 1108 GRIDLEY CA, 95948
179 coy 916-00
CONTRACTOR'S NAME OWNM
TELEPHONE
169 In 9,24-00
775 1 - q 90
-
CONTRACTOWS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace _I "All 4500_00
LENDER'S MAJUNG ADDRESS
Total Valuation $ 99R 7CZL-00
ARCHITECT OR ENGINEER
LICENSE NU.
Filing Fee
$
20.00
Permit Fee
$ 1091.00
ARCHITECT OR ENGINEJERS MAJUNG ADDRESS
Plan Checking Fee
$ 709-115--.,
BUILDINGADDAESS FRENCH AVE.- GRIDIEY CA 9594,9
Energy Plan Checking Fee
$ 23,00
PERMIT FEE
1841_ 15
LOT NO. 7
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee
20.00
Each Trap
1 r 1 7.00,12
0()
USEOFSTRUCTURE
SF 0 Duplex 13 Mobilehome 0 Other
SPECIFY_
Solar or heat pump water heater
23.00
Water piping 15.0019-00
Each gas water heater or vent 15.001
9_()o
TYPE OF WORK
New 0 Addition 0 Remodel 13 Utilities 0 Installation 0 Other 0
Describe Work: NEW SI14GLE FAMILY RES, W/ GARAGE
Gas piping syste!n I - 5 outlets
15.00 39
� 00
Building sewer 15.0015.00
Mobile Home W @?20.00
PERMITFEE $212.00
ELECTRICAL PERMIT
Filing Fee
20.00
' LESS
OOOV 0'
Main Service MA OR
23-00
3.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law! f�e following reason:
21el, as ownerof theproperty, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
Wormance of the work for which this permit is issued.
2�-1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compen;atiop insplance card nd licy number are:
Carrier S-�ATf
Main Service 200A TO 1000A
46.00
NEW CONST. DW
.�JJNGffUp. so.
OR ADONS. C S. 3.50FT.
6.06
NEW NST. E=TI 0
N014-RCEOSID ITS 97.50
-
PON1.E.RAF= US
0 CIR.
OUTLET OR FD(TURES 20 @ 1.00
Ex. Occup. ( BAL @ .50
( ..FIXED APP . OR.
Ex. Occup. t.a .) E 5.00.
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirina 23.00
PERMITFEE $9()Z,.-91
MECHANICAL PERMIT Filing Fee
20.00
Heating 95-00
95-00
-L
Cooling 25. 00
25,00 -
-L
Hood 6.50
6.50
Ventilation 3 4.50
U. 50
PERMIT FEiE s80.00
Policy Number I "�f 06— Ora,
(The above sections riiiid not bg-completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
0 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensabon provisions of section 3700 of the Labor Code, I shall
forthwith mpi 4those provisions.
D7
X Date 11-2-3-( -
Sign�14'e of Applicant - 0110-wner 0 Contractor 0 Agent
An CfShA permit is required for excavations over 60"d pandclemoliti norconstruction
of stWctures over 3 stories in height. LF 7
Mobile Home Installation Fee
Energy Inspection Fee $46.00
occ
R3/4
CONST. TYPE T
VN ,,qALFEE$ 2385.36.
HAZ.
I D. Fqd
PvL 1 F -Vol
z/
This permit is hereby issued under the applicable provisions
�f the Butte County Code and/or Resolutions to do
indicated ftbOr for which fees have been paid.
B Date
y(a
I -
-)w —IT T
I PE IT EXPIRES ON
work
ReceiptNo. lys 1 (71 - [ .
-7 *1 7/1 (el
r WHITIE-D.D.S.-B.D. CANARY -ASSESSOR PINK -1 , 01PENROD-A Pal4ANT
A
JQOUNT.Y�OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDIN DIVISION
Or
x (5
7 County Center Drive, Oroville, CA 95965
(530)538-7541 Fa 140
N DATA SHEET
PERMIT AY
V,
OWNER: C4 —ASSESSOR PARCEL NUMBER
S F— Date:
Proposed Building Use:.
Counter Technician:
Items required in order to apply for a permit. All boxes NWST be checked OR marked NA in' order to apply.
I :.Plot plans, 3 or, 4 sets, signed by the preparer of the plans.
. Complete plans�� 3 or 4 sets, signed by the preparer of the plans.
3 Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
Engineered truss'details and layouts in duplicate. No faxes!
5. Energy compliance design and supporting documentation in duplicate.
Manufactured homles: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
1"t -
Items required for initial plan review. If checked items have not been'received,,plan review cannot proc d The permit will be
indexed and returned to the plan review line-up when required items are received. ec I
AFlood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Date Received By
0 9. Plot plan and business license approval from the City. of Biggs ....................................
0 10. Letter of intent for non-residential buildings ...........................................................
0 11. Detached Accesso� ; 1 11
Building Form filled out by the owner .....................................
0 12. Hazardous Material Form ...................................................... I ........................
.0 13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt o the llowing items.)
#4. Fees as shown on the attached Schedule of Fees Due Sheet ............ ...........
_dt " ... ...
q V. Statement of Intent for Non -heated and A/C Buildings ....................................
6. Sanitation and plot plan approval from the Efivironmental Health Department in
City of Chico Plumbing permit .............................................. ........................
California Department of Forestry plan approval 0 paid�, �Sent'b',y: ....................
9. Planning approval for (A) Use: Q (B)Parking: A0 Parce'l Check:
........ ... .. ... ..
ontac Land Development about 0 Improvements'..09. Drainage..-.-. �s�cti . on . ap . pro . vai . p . r . ior to occupancy).
Al �Encroa hment Permit for driveway from the Publid YVorks-Dipt.�c`o
P P
re -Inspection for required ................
0 23.", Contractor's license information. (Number, Name Style, Classification) ......................
0 24. Worker's Compensation Carrier and Policy Number ..............................................
0 25. Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) .....................
tt i I iz ion
e er nature aut or at
or O'S g py f gricultur
7. Rec ded co 0 A al Ac wledgment Statement ....................................
Manufactured home utility clearan ..............................................................
0 29. Existing violations and/or expired permits .........................................................
0 30. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $
0 '31. Other: C'Pu I I
Wheh'ssued Telephone b V'b— 153_'�and hold for pickup.
N
I have been informed of b
I ,t�e a ove items and requirements for obtaining a building permit.
Applicant: Date:�o
0
1. Index permit a lication for the above ite�s numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date:
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by _Date -
1
Plans reviewed by: Date: 4 .6-2- Plans approved by: mc.;i Date:
Structural reviewed by- Date: Structural approved by: Date:
Note transfer by: ate: q&�I)JL, V
Yelrfw: Bu4lding Division
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Qj
Plan Approved for: Sewage Dispo
Clearance foe dwelling. Other
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental HealthSpecialist
8/96
E.H. USE ONLY
Floor Man Attached
Sam to (I.Q.-I
�- --L - ./ -
— — ho -
I- (� I�A- J-�Q --y /
Location AP#
i Water Sq�aqly:. P blic Private Well*'�
NO 13
5-�--6 -,�-
Date
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SE ' RVICES _- BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE -c-26 -0
OWNER. A.P. #
PROPOSED BUU-DING"USE NXeA A J 1-- DATE
RECEIPT # DATE REC.
1. BUILDING PERMIT FEES
$� 1 41 31swl
--Balance Due ........................................................ $ bV0.
--Additional Fees Due ............................................ $
--Additional Fees Due ............................................ $
--Revised Plan Checking Fee .................................. $
2. SCHOOL DISTRICT FEES
74 (paid at District Office)
3. SHERIFF FEES (paid at Building Division)
Residential .................................... — x $360.00 0 0 ('0 U/0 _Dt-1
Units " r I
Commercial (sq. ft.) ...................... — x $0.03 = $
Sq. ft.
4. URBAN AREA FEES
Residential ............................ x = $
# Units Amt.
Commercial (Sq. ft.) ............. x $
Sq. ft. Amt.
5. RECREATION DISTRICT FEES
6. THERMALITO DRAINAGE DISTRICT FEES
$5 10.00 (paid at Building Division)
WLA 7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00.(paid at Building Division)
8. WATER TENDER FEES (Battalion #—)
$200-00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the plan checking process.
APPLICANT�_ DATE
Pursuant to Gover ent Code Section 66020, you ar4ereby4otified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your oject. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00)
PROJECT PROCESSING RECORD
Applicant: "4z-qL'.1�r Owner:
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A.P. #: op, --0 Permit #: C5) �;z
Work Description:
Date Description of Step or Status
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*LAN REVEEW RESPONS&FORM
In order to expedite die review of your P13M *21110 c0mPbft t& fOHOWiDS k6nu2W4 and remn this form with your re -submittal.
this form is no compW as to all cot, n hem via Will ad be able to accept you m-SIbmiud fOr review. Them must be a va:
response to every item requesud in our plan cmadon leaw. "By admf is not considered a valid response. Please indicate yc
response to each item and the locafm wbere dw infb�� can be fimnd an dke pWWcgc&
ATTACH TM FORM TO A CWV OF YOUR PLAN WTM AND WIM REVISED AND mum -ms.
OWNERSNAME &A DATE:
Lowtkka,"l 0 -2-
ASSESSORS PARCEL NUMBER RRMIT NUM13ER
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PPAN REVIEW RESPONSEO)RM
In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If
this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'Mere must be a valid
response to every item requested in our plan correction letter. "'By others7 is not considered a valid response. Please indicate your
response to each item and the location where the information can be found on the plans/calcs.
ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND REWRN WITH REMED AND ORIGIENAL P1 ANC
OVVNERS NAME
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DATE:
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Matthew -Robert McKisson,, Architect
490 Highway 99', Suite B, Gridley, CA 95948 Fax530-846-6358 Tel530-846-6376
September 18, 2002
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
RE: Lowell Hagberg
Assessor Parcel Number: 021-320-011
Building Permit Number: 02-0965
I have reviewed the truss drawings and calculations for the lateral design, horizontal spans and
vertical supports for the Lowell Hagberg Home.
I approve the said truss drawings and calculations as submitted to the Butte County Building
Division, dated August 26, 2002. If you have any questions, please feel free to contact me.
Sincerely,
Matt ew McKisson, chi' ct
C 19423 — Exp. 05/2003
September 5, 2002
Lowell and Anne Hagberg
P.O. Box 1108
Gridley, CA 95948
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 021-320-011
Building Permit Number: 02-0965
Ll
\14A
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete
and clear response will expedite the re -check and approval of this project.
NON-STRUCTURAL COMMENTS:
STRUCTURAL CALCULATIONS:
I . Specify type of "clips" required and specify nailing of roof sheathing on the "gable wall and
truss connection" detail on sheet 9. Is this detail superceded by detail 5 on sheet ALO?
Please key appropriate detail(s) to the plans.
2. Provide 4" edge nailing at the first floor wall line A shear walls as specified in the structural
calculations.
3. The 2' long shear wall along the second floor wall line 1 does not comply with the 3.5:1
aspect ratio requirement of UBC Table 23 -II -G. Minimum shear wall length for the 9' walls
is 2.57'. Please revise plans and/or calculations accordingly.
4. Provide 12' shear wall along the second floor of wall line 1 as specified in the structural
calculations. The plans show 10.5' shear wall only.
5. The shear wall lengths along the second floor of wall line 2 do not match the perforated shear
wall calculations provided. The calculations also specify a 13' shear wall along the first floor
of wall line 2. -Please revise the plans or calculations to match.
6. Provide 21.75' shear wall along the first floor of wall line 4 as specified in the structural
calculations.
7. Please key details 4, 6 and 7 on sheet ALO to the plans.
8. Provide footing sizes on the plans as specified in the structural calculations.
9. provide letter from the engineer of record stating that he has reviewed and approves the
trusses per his lateral design AND that he has checked spans and supports for trusses.
If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m.. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for
Martha.
1 of2
0
0
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
Philo Hunt
Plan Check Engineer
cc: Matthew Mckisson, Architect
2 of 2
July 19, 2002
9 0
Department of ' Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Lowell and Anne Hagberg
P.O. Box 1108
Gradually, CA 95948
Assessor Parcel Number: 021-320-011
Building Permit Number: 02-0965
Thank you for submitting the plans for your building project. The plans have been reviewed, and
C)
the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete
and clear response will expedite the re -check and approval of this project.
NON-STRUCTURAL CONEVIENTS:
Provide a complete plan for all areas of the roof, ' which are not specifically
covered by the trusses. Needs to be on the stamped, signed plans.
Trusses A and Al show 25 -foot span -correct span is 24 feet, 6 inches. Trusses F and F1
Show 6 foot, 9 inch span, co*rre'ct span is 6 feet, 8 inches. Truss GI A and G2B show 12 foot
81nch span, correct span is 13 feet. Truss EG shows 22 foot span,'correct span is 23 feet
Truss EC show 18 foot, 3 inch span, correct span is 19 feet. Provide two full sets of truss
calculations, with all spans correct. Truss package is to include layout.
Provide two sets of energy calculations for the correct orientations of the house. Provide a
minimum AW09;%VzW, a minimum SEER of 10 for #0*0jPM0 cooling units and each
packet of energy.calculatim are to include mandatory measures, initialed by the energy
I 4D
desianer. Correct orientation of house is 130 dearees East. Correct window sizes must be
shown in the energy calculations, correct orientation of all windows must be shown and
correct totals must be shown in the proper orientations. This house does not have 3683
square feet of roof area and it does not have 3983 square feet of floor area -directly above
crawlspace as noted in the "opaque surfaces" section of the calculations. Doors containing
,glass area must have entire opening modeled.
vzt-hcA /
STRUCTURAL CALC . QLATIONS: 010 CIA
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1. The seismic calculations appear to use the 1988 UBC design equations. Please revise the
calculations to reflect the current UBC requirements.
2. Provide a shear wall schedule on the plans defining the shear walls.
3. Provide shear transfer details of the roof diaphragm connections to the eaves and interior
shear walls.
4.- Specify type of "clips" required on the "gable wall and truss connection" detail on sheet 9.
5. Please key shear transfer details to the plans.
I of 2
W
6. Page 2 ofthe calculations indicates "comp shingles". The plans show tile. Please revise
plans or roof dead load and calculations as ftecessary.
7. Provide adequate support for the HG and GIA truss reactions.
If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for
Martha.
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
Martha "Chri-sty
Plans Examiner
cc: Matthew Mckisson, Architect
(� � �t
Philo Hunt, P.E.
Plan Check Engineer
2 of 2
June 4, 2002
0 6
Lowell and Anne Hagberg
P.O. Box 1108
Gradually, CA 95948
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 021-320-011
Building Permit Number: 02-0965
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete
and clear response will expedite the re -check and approval of this project.
NON-STRUCTURAL CONDVIENTS:
)7_Provide manufacturer's specifications for water heater shown on the plan and revise energy
_?Vi
calicos for this water heatqr or provide the standard gas water heater that is moqeled �1 the
,/Aenergy calculations. C Or so n d.
ll walls and ceiling in the garage are to be part ofdi:�: ii issern y. 4tan will be�ote
Provide manufacturer's specifications for a direct vent gas fireplace in the master bedroom.
Provide truss calculation for mechanical loads of heating unit.
Provide a complete roof -framing plan for all areas of the roof, which are not specifically
covered by the trusses. 0/4 9AUP50) PIWAI-5
Trusses show a 25 foot span and span on plans is 24 feet, 6 inches -explain discrepancy.
Trusses over mastef bath bear on interior walls and not on the exterior walls of the building.
Provide support for these walls or revise the trusses to bear on exterior walls.
0 Girder truss is missingfrom the layout/calculation package. Layout shows Truss GI, not
GIA and GIB as in the package. Correctly identify all trusses on the layout and make sure
all trusses in the layout are in the truss package.
(31. Provide plans that have been stamped and signed by the engineer of record. Structural
review of this structure cannot occur until all requirements from the calculations are on the
plans, a shearwall schedule must be provided and all shearwall locations and lengths are
noted on the plans. (two sets of plans must meet this requirement).
9. Engineer of record is to provide a letter stating that he has reviewed and approves the trusses
per his lateral design.
Remove all penciled notations on the plans. All requirements are to be in ink.
11. rovide two sets of energy calculations for the correct orientations of the house. Provide a
minimum AFUE of. 80, a minimum SEER of 10 for heating and cooling units and each
packet of energy calculations are to include mandatory measures, initialed by the energy
designer.
I of 2
0 0
If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for
Martha.
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
Martha Christy
Plans Examiner
2 of 2
09p,
0
RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMTL Y, DUPLEX AND
MISCELLANEOUS OAEY
-2
Owner 04tcge�,A!::�: Building Permit Number:
0 a
Plans Examiner: Martha Christy A. P. Number: ON
;G NERAL:
Zoning requirements - (number of permitted living units).
Plans signed by the designer.
Proper description of work on the application. &Y,,,.5 4-9-m
X Existing violations on the property.
Recorded notice of violation.
Building permit valuation.
"IPIOT PLAN:
Complete parcel size and dimensions.
2. Setbacks, side yard, easements, etc.
3. Other buildings or structures.
4. Grading, fills and/or drainage.
5. Flood haza d.
6. Special conditions on Parcel Map:
Noise E) SRA E] Fire Sprinklers E3 Water Tender Traffic and Drainage fees
7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement.
S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.)
FLOOR PLAN:
1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net
clear openable height dimension shall be 24". The minimum net clear opertable width dimension shall be 20".
When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than
44" above the floor (Uniform Building Code section 310.4).
4. Skylights (Uniform Building Code section 2409 & 2603.7).
5. Glazing in Hazardous locations (Uniform Building Code section 2406).
6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less am 7 feet
measured to the lowest projection from the ceiling (Uniform Building Code section 3 10.6. 1).
All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GFCI m baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210).
Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath
or bedroom (Uniform Plumbing Code section 509.0).
10. uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or tri
)a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5).
1. Garage firewal I separation - required on garage side 'including SUDDorting walls and posts (Uniform Building
Code section 302.4 exception #3). 0-U, toalt * Aatl� —
'12. Under no circumstances shall a private garage have any opening into a to& used for sleeping purposes
(Uniform Building Code section 312.4).
,(013. Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2).
Smoke detectors (Uniform Building Code section 310.9. 1).
Pagel of2
15. Water closet clearances (Uniform Plunibing Code 408.5).
16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).
17. Bearing walls sliall be supported on masonry or concrete foundations that shall be of sufficient size to support
all loads (Uniform Building Code section 1806.3).
STRUCTURAL DETAILS:
1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels
must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall rot
exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4. 1.) Brace�. wall
lines must be continuous throughout the structure.
2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of -the building
that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature,
registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
3. Clerestory requiring balloon framing and/or engineering.
4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-1-C).
5. Floor construction details complete enough to construct building.
6. Elevations and wall construction details complete enough to construct building. (A
7. Roof construction details complete enough to construct building. 7-V tuo A11�4
8. Fireplace construction details and calculations if necessary.
9. Garage door header size(s). a&
10. Porch header size(s). ro u id, _P_
11. Typical header size(s).
12. Stud heights.
13. High expansive soil - special foundation design required.
14. Retaining walls requiring design. PV
15. Gypsum wallboard nailing inspection required.
16. If the area below the lowest floor is fully enclosed, than a nidnimiun of two openings are required Aith a total
net area of at least one square inch for every square foot of area enclosed,%vith the bottom of the openings no
more than one foot above grade. Mternatively, certification may be provided by a registered professional
engineer or architect that the design Aill allow equalization of hydrostatic flood forces on exterior walls.
Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction
design requirements must be shown on the building plans.
17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be
designed and/or located so as to prevent water from entering or accumulating with the components during
conditions of flooding.
SCELLANEOUS ITEMS:
Stairway details - landings, rise and run, head clearance, handrails (Uniforin Building Code section 1003).
uardrails (Uniform Building Code section 509).
Brick or stone veneer (Uniform Building Code section 1403).
Exterior plaster - weep screeds (Uniform Building Code section 2506.5.).
5. Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2).
6. Foarn insulation - protection.
7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2).
le Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
10. Attic access and ventilation ('Uniform Building Code section 1505).
Sound requirements.
Energy.. design compliance and supporting documentation.
CDF responsible area requirements.
Blj]OLDING PERMIT REQUIREMENTS:
I. El SRA.
2. El flood elevation certificate.
3. El Fire Sprinklers required.
4. El Special Inspection requirements.
5. El Use Permit conditions.
6. El Sub -Standard Housing letter.
01
77
Page 2 of 2
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PROJECT NAME LovjrL4, 4
PROJECT ADDRESS
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VERTICAL LOADING
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MATERIAL SPECIFICATIONS & STRESS
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CONCRETE
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MANSONRY
MATTHEW NVOSSON
C-1 9423
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AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965 or
Recorded
Official Records
County Of
BuTiF
CANDACC J. GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
02:29PM 01 -May -2002
go GD C12 d22 ts Z3 -7
R,' --C FE- 7.00
COPIES 1.00
RNALTY 3.00
KaMy
Page I of I
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of Californii, described as follows:
32-o — o i k
Y (a c ve-�, (DYA 4�Ae_ 'SoLkAAA o Fv-tvtc(,i Avt
2_
4A,\e- &,r�dktAj 0 -""CCI - --rvylvvic&r'-6�1
P(t,iAcAA Aie-, Grka�ll CooX�L'�C� 6
%, /Sox L- 0- 1 0 V I' L a tA'e_
vs . +0 +�Ie_ b r 4�A 10.0 CAMAYX
e-as.,4- 4o 0-_-&�-.
Date2��/ 7 gZb6WPERTY OWNERS:
State of California
County of --tIAR'
On_'*"J��\\ ?�, beforeme,
personally appegired \-\xx\Ng NK�Q�\Z� Dersonally
"own to me (or proved to me on the basis of satisWetoij eAllence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS my hand and olricial seal.
Signature Seal: LYIVET7�! IiARTON
COMM4 1351379
NOTARY PuSLIC-CAUFORNLA
AJF # 3 -COUNTY 01: Ai irrr (A
Le"umm- t0ifes April i
5
A
BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
-Y� , 0\., ,
School District LA��UW4 -0, . Building Department No.
A.P. Number 3 0 b 11 Jurisdiction: = city County
Property Owner
Property Location/Ac
Subdivision
4�1 Lot No.
(Floor Plans reviewed by School District
District Identification No.
4�A k!�,- r\, tAl' School District certifies that
uc, -
(Street ddre s)
(City)
has complied with the requirements of Resolution No.
's
representing quare feet.
1� I . �, A 'X Naxkk
School. District Represantative
Paid by Check #
Remarks:
o U) (0 VA t)
(Applicant))
(Phone Number)
(State) (Zip Code)
by payment of $ 72 G FS 'S 5
AB 2926
$
IFULL MITIGATION $
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are pard:—F—airure to submit -a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act.ICEGA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm
WOW
U
SITE PLAN REVIEW APPLICATION
Date: 14 - - 0 2 -
Permit Number (if aimlicable)
e5 ?-- (>q 6'�_
AP#
APPLICAIWINFORMATION Parcel Size: Li "Y) Ax -
Owners Name: HR&GC-YZ& , , I 4,tJtj_P_
Owners Address:
Telephone No.:
Situs Address:
Proposed Use:
Floi?� )105 &r2-ic-�-Le-y C -A c)S9H8
a Li 10 - !-�a -I (P - -j 6LQ>?-- )S>-��
7qL�e-Ne-H A -v
Residential
New Single Family Residential
0 Single Family Addition
Mobile Home
Residential Accessory
Permanent Second Dwelling
Temporary Mobile Home (Aunt Minnie)
Temporary Travel Trailer
Multi -family
Non-residential
F-1 New Commercial
64zl -r-*) Lt �
0 Single Family Remodel
F� Commercial Addition F-1 Commercial Remodel
Fj New Industrial
Industrial Addition Industrial Remodel
Other
Septic F-1 Well
Agricultural Exempt Building
F_� Other:
Brief Explanation (if necessary):
DO NOT WRITE BELOW THIS LINE
DEVELOPMENTSERP7CES INFORMATION (For Staff Use)
11 Approved E] Conditionally Approved [:] Resolve Problems Prior to Approval
13 Site Plan Stamped Approved ,
By Date
L) - C3 0- a r2__
Page I of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
Snow Load Area:
Land Conservation Act Minimum Acreage: Verify residence can be built per contract
El Nitrate Action Plan (See Environmental Health for standards)
Watershed Protection Overlay Zone (See attached standards and requirements)
Expansive Soils (Test for expansive soils and if verified proper foundation design required)
SRA - (CDF to determine specific requirements)
I 00 -Year Flood Plain: (See a ed)
Flood Zone: �c
Flood Panel No.: IndexDate:
Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
F-1 Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
F-1 North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
F1 Chapman/Mulberry (See attached standards and requirements)
E] Cohasset Area (See attached standards and requirements)
E] Grading Zone (See attached handout)
Use Requires:
—1 Use Permit E] Minor Use Permit E] Administrative Permit
17 Minor Variance F1 Variance
----------------------------------------------------------- - ------ - ------------------ - -
F] Detached Building Use Form F� Encroachment Permit
F-] Agricultural Worker Affidavit [] Agricultural Acknowledgement Statement
Zoning: A -
Applicable Building Setbacks:
-W-
F-1 Setbacks drawn on site Plan. F� CDF approval needed for encroachinents into SRA setbacks.
Page 2 of 5
1%
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
Side
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
F-1 Setbacks drawn on site Plan. F� CDF approval needed for encroachinents into SRA setbacks.
Page 2 of 5
1%
Applicable Development Fees:
Standard Fees Amount Formula
F� Fire
F-1 School*
F-1 Parks/Recreation
F� Roads
E] Sheriff
f_� Drainage
F-1 NCSP/CSA 87
F� Chico Urban Area - Road
F-1 Thermalito Impact
F-1 Other
Subdivision Map Special Fees
F�
Water Tender
Fj
Road Improvement
F�
North Oroville Area
F�
Other (per map)
Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
Parcel Created By
E Deeds:
Date of Creation: 10 - Legal Access Provided: El No *Yes
Deed of Reference: 5 -) Legal Access Required [-] No F1 Yes
Parcel Frontage on Publicly Maintained Road: EJ No a Yes, Road Name: FIZEN CH At 6
Complies with County Standards for Deed Creation: E] No 10 Yes
Comments:
K Parcel Deemed to be legal
F_J Verify Legal Parcel Verify Legal Access OProvide Deed of Creation
E] Obtain a Certificate of Compliance
Obtain a Merger F� Obtain a Lot Line Adjustment
Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
F� Construct road to: [] Meet Parcel size required by zone
F-1 Meet current Environmental Health Department requirements
Page 3 of 5
F1 Subdivision Map/Parcel Map:
Map Date of Recording:
Lot: Book:
F-1 Use Permit/Minor Use Permit
Permit Number:
Date of Approval:
F -I Comply with the following Conditions of Approval:
F� Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
Page:
F-1 Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
F� Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
F� Provide an erosion control plan for building and land disturbance on slopes steeper than
30%. The Erosion Control Plan must be prepared by a registered civil engineer or other
qualified professional and be submitted to and approved by the Department of Public
Works.
E] A plan prepared by a certified arborist, botanist or landscape architect that shows the existing
on-site mature trees, located in any area proposed for buildings and vehicular access, and
provides for methods to protect the trees identified to be preserved, shall be provided to and
approved by the Planning Division prior to the issuance of building permits and/or prior to
grading or vegetation removal. The removal of mature trees shall be minimized, where
possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in
diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -I
ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a
circular zone (minimum 40 -foot radius) identified by an orange fence during construction
activities. No vegetation removal, soil disturbance, or other development activities shall
occur within the fenced area.
F -I Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
F_� Engineered foundations are required.
F� Class A roofs are required.
Page 4 of 5
0
x
x
x
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CAMy DocumcnM3uilding Permit Site Plan Rcvicwl.doc
Page 5 of 5
ONVNER-BUILDER VERIFICATION
Anention Property Owner:
An "owner -builder" building pennit has been applied for in your name and bearing your signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary "y
in processing and issuing your building permit. No building permit will be issued until this
verification is received.
PI personally plan to provide the ma or labor and materials for construction of the proposed
I j
Qproperty improvement: YES 13 NO 13
IHAVE0 HAVE NOT 13 signed an application for a building permit for the proposed WO&
3. 1 have contracted with the following person (fum) to provide the proposed C07"M
----NAME:
AD SS: CITY:
SS* -
P H 0 7NE: CONTRACTOR'S LICENSE
4. 1 plan to provide p ons of this work, but I have hire die following person to coordinate,
!o
pro 4
super�vise, and provide major work:
NAME: CITY:
ADDRESS:
PHONNE: CO CTOR'S LICENSE NO.
ro d�
5. 1 will provide some of the wor ut I have co acted (hired) the following persons to provide
the work indicated:
P
NAME :7ZADDRESS PH TYPE OF WORK
SIGXJED:
PROPERTYOWNER:,,v
SOCIAL S
DATE:
NOTE: This Owner -Builder Veri(lication is required by Section 19831 and 19832 of the
California Health and Safety Code. This veriji-cation must be -compkted Wd
returned to our office before we arepermitted to issue thepermit.
OVER
I OWNER BUILDER INFORMATION I
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of property
improvements specified.
For your protection, you should be aware dw as "owner -builder" you are the responsible party of record on such
a permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possiWe
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business
license from the city or county. They are also required by law to put their license number on all permits for which they
apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should
be aware of the following information for your benefit and protection:
If you employ or otherwise engage any persons other than your immediate fkmfly. and the work (including materials
and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or
subcontractors. then you may be an employer.
If you are an emplover, you must register with the State and Federal Governments as an employer and you are
subject to several oblig ions includin-'stare and federal income tax withholding, federal social security taxes,
gat T
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
* There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious
with respect to worker's compensation insurance.
+ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditi.ons.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buildee' building
permit� erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License Board in your
community or at 1020 N Street� Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you
are aware of these matters. The building permit will not be issued until the verification is returned.
a
I rely,
M Mic el C. Vidira, C.B.O.
ic el
succ,
IM ge e rC,iB uCi i dii �ng CIn s p e c t i o n
NOT& Tit is 0 w n er- Hu ilder Info rmation is requ ired by Section 198*30 of th e California Health an d Sa/eV Code,
OVER