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:111 I 1 J l rllll IIIIII IIIII (IIII IIIII �JII.11.111111116LII:IIIIIdI IIIIIII (IIIIIIIII 1111111 III III IIII I I I IIII ( 11 III I
I I III bil I IIII: IIII ILII 1 I q VIII IIII 11�1111�1 VIII
1111 IIIIIIIIIIIIII: dIII111111111111111111111111I1 IVIuI�V 11..61�1�111�I tlllllllllllllllllllllllllll IJ:6111111 LII IIIIII IPI III IIII IIII III PIIII� �IsHAI �II�NQrI'EXCEEo ONE , III
l 1�7.1T}1E RATIOS (H), COVER,MEAN ROOFjHEIGHT (H, FT) DINIDEOBYl7HE�C0�!ER PROJECTIOIN O„R WDTH (1• ,IILd1, 1...11 ,.rI1. L. , O III,. 1
I78�ITHE RATIOI(UP), COVERI'LENGTHI(L, FT.)IOIVIDED BYTHE COVERIPROIECTIONIlOR11rIVIDTHi(PJFT)Ii;15HALlINOT B,EILESS �THAN�ONE (11)111 VIII' III►I ; 11 �Ifl •�: ��I 1'�111�� ��
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MATERU1L19PECIFICATION3:1 � 1 I..., II I I : Ilnl I L1 1. 111 I
I II ILII I �L1LJI.Lallillll:l III IIIIIIIIIIIIIII�illl i:11::11„VLIIILI.�1.11 dIIIIIIiIIIIIIIIIIIIIIIIIU IIo,IsILlIIh1111n l I :I, �II, , 11 � dl 11. �II
1111111 III ;I .:I IIIIIII I, I:: 6,1,,111. , IIIIIIII�II�I I IIIIL:111111„�I1111 IIIIIIIIIIIIIII 1 LI11::661I6.11�61� 1 IIIIIIIIIIIIIIII LI, 1661111111111111„111 IIIIIIIIIIIII
I 19:1 BFAMS'$HALLI,BE SPLICED OVERhTHE CENTERISUPPORT ONLY OF A (THREE POST CONDITION ,;111,1111 I Iw. a �I I�.fuu, IIIIIII II lu �� 11 I Ilh�ue.. ;1w II IIU. 11 t611an: .,I• ', I) �.,.
.9111::. �IIII"III"'1�n �:��I��:.._ ,111, .:�:: I 01,.:�ll,� d,.'UMINUMIASSOCIATION'IANOHAVE,EQl7ALORGREATER,YEILDAND
20 �ALTERNATEIALUMINUM ALLOYS MAYBE SUBSTITVTEDIFOR THOSEISHOWN, PROVIDED THEY, ARE REGISTERED WITH;iHE„�
���Illliuluu,: �I Llof+�P.ir.11, lnllllllllllurv- ^u llilvr:� Inl 111 lull nl' "11Ir11I14au! 'ullll ll llv” '�'1111111111111n11 IdI II 111ub,L,.. nlllll ll llllo�' '��IId I IIIUU'I"' 'IIII IIIII II�
ULTIMATE'1
STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.
t1 ��II I. . 1: 4lun II ....
:ItOIiIIIIIIII�'I IIIFWwFIInFIRf Q�TFFf,W F''ua°cwc c i PER Evac AND
n PVFnf' ca VANti08'1$ltusT�1 "bir lOR EOUk$AINTED ORIIELECTROPLATEOIIAND CONFORM TO ASTM:iA,"6 GRADEIoIIIPTAINLESSI,STEEL MEMBERS,
BE
ROOF LIVE 90 MPH
LOAD, PSF EXP. B I EXP: C
10 .1:..00....[0.90.
NUM COVERS'''ARE C'L'ASSIA''ROOF'ASSEMBLY.IN"ACCORDAI
{' 1111111111 SCIIIIIII11 (IIIIIIIIIIIIIIII I Ii11111111 IIIIIIIIIIIV +IIIIIIIIII IIIIIIIIII S
OS25800, REWS S u 11 BE IN ACCORDANCE RDANCE WITH IME
U 11,1161 IIIIIII II I 911 p I�� I
ACTOR AP11iP �ICABLE 1111111111 11111111111111 111111111
SPAN CONDITIONS pPl 1pU111'
vELS;u1111111111111111I1pIpUi11'JI oulllllllllll1OII1111111111 iIII�IIIIIIII� OIIIIIIIIII�
IIII N�IF11'x"'IIP""o"'$UiRe ,u11111111I�II1u1 �I01 �II�III I�IIIIIIIP
100 MPH I 110 MPH
'. B EXP. C EXP. B EXP. C
T+
.liluA �UIliuT111ON R Ellllii RTiNSR� liil 111111111111111 IIIIIIIIII IIIIIIIIII
III��I►IIIIIIIII►UII �� IIIIIIIIIII) �I . ) �1�1111111111111�I � IIIIIIIII �I
IIIIIIIIIIIIIIIIII (IIIIIIIIII 0111111111 �11�II Illllllllllllllll Illlllllllul IIIIIIIIIIIII �IDIl01
..IIIIIIIIIIIIIIII IIIIIIIIIIIII Illlllllllllllul IIIIIIIIIIIIII
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.
'O.H.' NOT TO EXCEED 25
OF SPAN
SEE DETAIL FOR SPLICE -�T
f
* SQ. POSTS, SIZE VARIES
* SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 12' SIDE PLATES.
SOLID PANEL TYPES
ANG ATTACHMENT CHANNEL
aND SSEE
OF ALUMINUM
ALUMINUM SEE DETAILS —
FHE P. f E LEgS ��ES ROOF PANEL MIN. 0.25' SLOPE PER FT,
77�y,,�SCHEDULE
C7/Dry FOR SPANS
O. �-
OFNOT TO EXCEED 25%
OF SPAN
OPTIONAL. CANTILEVER
SEE SCHEDULE FOR
POST SPACING
SEE DETAIL FOR SPLICE -
* SO. POSTS, SIZE VARIES
3 12' SLAB ALTERNATE _t '3 12 SLAB ALTERNATE:
ATTACHMENT ATTACHMENT
SINGLE POST SINGLE POST
MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE
WHERE PERMITTED. WHERE PERMITTED.
SEE SCHEDULE I SEE SCHEDULE NOTE. O SPLICE AT THIS
MAX, HT=17 NOTE: NO SPLICE AT THIS MAX, HT.- 1Z POST AND AT END BAY
POST AND A END BAYS. N
FOOTING WHERE REQUIRED \O �^/ TING WHERE REQUIRED
SEE SCHEDULE SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT ISI Y�( ` FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER `i CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTH COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER N "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED 2S%
OF SPAN
SEE DETAIL FOR SPLICE —
SO. POSTS, SIZE VARIES
ALTERNATE:
312' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
12 x S' STEEL ROD
EXP. ill
BEAM
SEE SCHEDULE FOR
POST SPACIN
2T
SPLICE AT THIS
AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
W/CANTILEVER OPTION
PANEL MIN. 0.25' SLOPE PER FT.
'O.H.• NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
ALTERNATE:
3 12' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1r2 x B' STEEL ROO
TYPE "D" FREESTANDI
JPOSTSEE SCHEDULE FOR
P 7 SPACING
D
.
OF SP
PLICE�THIS
T END B®YS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
BY: E11. .
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD •
A O R . B :
0AU2012
SOLID PANE1
10, 20 A 30 pd
DURALUM PRODUCTS, INC.I~
EW 0196
NONE
REVISED
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERMO
STRUCTURES
HORQ WIND •
6ffi9 ALPINE AVE.. SACRAMENTO. CA 95M
SY:
RANCHO CUCAMONOA, CA (951) 741.2107
90, 100 8 119 MPHi(OlS)432-7021SHEET
FAX aGL1619 Ww®dv�krn.cam
2 OF 33
RAFTEiL SEE TABLE * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 12' SIDE PLATES.
FOR SIZE
�
AND SPACING OPEN LATTICE TYPES
/
BM: THIS OPEN LATTICE -TYPE STRUCTUREMAX PRCU. SEE SCNEOUIE
SEE SCHEDULE SGp_ MAY NOT BE COVERED.
MAX O.H. O. ` RAFTER SEE TABLE
_ 29% OF SPAN _ \ /
_4t
. \ A/f]F M
LENGTH OF STRUCTURE VARIES
POST WfTllOETAR SIDE PLATES
J'C SEE
NOTE: EACH COMPONENT IS INTER- MAYY BEMUSEDWHERE ACHMENT
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.`
FOOTING WHERE
SEE SCHED. FOR
OPEN LATTICE -TYPE COVER NM: THIS OPEN LATTICE.
SCALE: NTS MAY.MBE CAVE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRU
1 * r NIC3799
RAFTER F6SREE sEE"A"scPM °J NOT, : THIS oPFr urn P 4 1
AND SPACNG MAYBE w`M
0.
LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
WMULTISPANTTICE
lRH 910E PLATES
TETA0.
EACH COMPONENT IS INTER -3 AYIIIsue D WHERE
ENT
iEABLE WITH ANY OTHER P UKTTED E
NT UNLESS OTHERWISE SHOWN.SEE SCHEDULE
E REOUIREO.
FOOTING CUBE BGE
TYPE "F" ATTACHEDSTRUCTURE
NOTE: THIS OPEN LATTICE TYPE STRUCTURE
MAY=BE COVERED.
MAX PROD. I�A<
SEE SCHEDULE --k
� ANo 9s
O
MAX O.N.
LS% OF SPAN
O
h
LENGTH OF STRUCTURE VARIES
SEE POST DETAI
TOM CAMPBELL A ASSOCIATES, INC.
/
UVE LOAD .
T 1/C SLAB
EES POST DET
NOTE: EACH COMPONENT IS INTER-
MAYBE USED
TO CONSTRAN
�
10, 20 6 30 pd
CHANGEABLE WITH ANY OTHER
FOOTING,EE
A Ir SLABSCHEDULE
r
COMPONTENT UNLESS OTHERWISE SHOWN, iB4c
STRUCTURES
NOTE: EACH COMPONENT IS INTER-
13E0
OCTX
SHEET 3 OF 33
CHANGEABLE WITH ANY OTHER T
FOOTING.SEE
SCHEDULE
OPEN LATTICE -TYPE COVER
FOOTING WHERE REOUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
SCALE HTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHEO. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL A ASSOCIATES, INC.
UVE LOAD .
PA COVER SYSTEM AS MFG. BY:
U1PM0 ERI 0155
DATE: 10AV1012
COMMERCIAL AND RESIDENTUL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 6 30 pd
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
STRUCTURES
HORIZ WIND •
90,1006110 MPH
B2B9 ALPINE AVE, SACRAMENTO, CA 96e26
FAX 403.1579 eale�du>rlmcom
SHEET 3 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
25' 67' T=SEE TABLE BELOW 7 • CONAL FN s
i 0' I` ����►Y � � rr..ttr
O -'�j t.tn• i
.48' 70•
m Ta9EE TA9LE BEL
40 25 • O tt1 A +.tn
40 .35• =
1.48 fY'•'
3.00• �— a.so• 4.50• --�— 4.so• 4.50• 3.00 No. 037948 * 76'
2a.00• =311
1
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
FOOTNOTE. •SAMPLE'
FIGURE INDICATES ATTACHED
7E— FIGURE INDICATES FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR• MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
12" x 3 1/2" W PANEL (SEE NOTE 1 BELOW)
24' TRI -•V• PAN (SEE NOTE 1 BELOW)
L.L.=
LL=
PANELT
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
SHEET 4 OF 33
g-0•
8' 0'
8'-1'
T-2'
T-4'
6'-0'
.020_
.018'
1 1-
1r-3•
1a -r
10'-6•
g -1o'
10'-1•
s'3'
1 a-4•
9' 2•
9 -4'
6.3'
8'-T
T -T
10
.024
8'
13' 2
12'3'
12-4'
11'-T
11'-9•
10'-10•
17"-G"
17-W
1 a -T
10'-9'
g -T
9'-10'
8'-8'
.032
15 �'
14'-3•
14'-8'
13'4'
13'-8
12 8
g-0•
8-0•
B' 1'
7 2'
Tom'
6' 6'
018
gG
g_1•
g_1•
8-0•
8,.g•
S'_3•
1 ate'
g-2•
g 4•
8'3•
8'-T
7'-T
20
.024
>1V-3-
i t'-1'
t o -T
10'$•
1 o'-1 •
g -T
12c' -Cur
1 a -T
t o-9•
9 •T
s 10'
8'-8•
.032
12'3-
12'3•
1 r3•
11'-8•
1 r -1a•
11 -z.
20
.018
8.4r
6'-0•
8'-1 •
T-2'
T.4'
6'-6'
8 4'
8'-1'
g-9'
g-2'
g-4"
8'-3'
8'-T
T -T
30
.024
16'-9'
15'-9'
18'-2'
14'4'
g-9'
g 4'
g 8'
9'-1'
g-2•
8'-9'
1a-9'
10'-7'
1a49'
9' 7',---
9'-10'
8'-8'
16-0'
.032
10'-T
g-10'
10'-0'
g 8'
V- 9•
1a-9•
1a-9•
10'-7-
1a�•
FOOTNOTE. •SAMPLE'
FIGURE INDICATES ATTACHED
7E— FIGURE INDICATES FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR• MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
12" x 3 1/2" W PANEL (SEE NOTE 1 BELOW)
TOM CAMPBELL & ASSOCIATES, INC.
L.L.=
PANELT
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
-'
SED REVL�:
RANCHO CUCAMONCaI\ G (861) Tat -2107
EXP.B
EXP.013'-1•
ALPINE AVE. SACRAMENTO, G 96626
�6i-T021 FAX �OS7619 noom
SHEET 4 OF 33
11'-7'
10'-8•
9'-6•
.020_
1 1-
13'2•
TEXP.BEXP.0
12'-r
11'-6•14'-T
12'-10'
12'-0•
1a -T.02415'
8'
14'-8'
14'-0'
12'-10'
10
17"-G"
15' 4'
15'x'
13'-10'
14'-3'
17 -r
.032
18'x'
1 T-1'
1 T-3'
18'-i'
18'-4'
1 S-1'
19'-10'
17" -T
17" -10'
15'-9'
16'-3'
14'-4•
.040
1 g4'
18'-0'
1 B'3•
1 Y-1 •
111-6'
11'-7•
10'-4'
1a-0'
g-0•
020
11'-10'
11'-3'
11'-4'
1a-9•
13'-4"
12'-9•
12'-10'
11'-T
12'-0'.
1a-7•
024
13'-2'
12'-T
12'-8'
12 W
12'-2'
111-81
20
•''15'-0•
15'�15'14U'-W
13' -to'
14'-3'
12'-7'
032
14'-9'
14'-0'
14'-2'
13'x'
16'-9'
15'-9'
18'-2'
14'4'
.040
1T3'
16'-6•
18'-T
15'-8'
15'-10•
16-0'
10'-T
g-10'
10'-0'
g 8'
02010'-0'
�10'-21a3'
10'-2'
11' 9•
1 r3•
1 r-4•
10'-10•
-1'
ill;I-o-.
1a$•
024
�
1 r-6•
1 r -z•
11'3•
1 a-9
t o'-10•
1 a -a•
30
13'-9'
13'3'
13'3'
12'-9'
12'-10'
12'3'
032
13'-T
13'-1•
13'-2'
12-r
128'
12-2•
15'-a'
14'-9'
14'-10'
14'-3'
�14%6*13'•9•.040
15'-T
14' B'
14' 8•
14'-1'
13'-7•
DRAWN W. E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD
F :
U,PMO EW Otis
OATE 1=1=12
SCALE NONE
Cpyl,�yLL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10.20 8 30 pd
ALUM PRODUCTS, INC.
f&=
-'
SED REVL�:
RANCHO CUCAMONCaI\ G (861) Tat -2107
tea- WIND-
To, 90 a 110 MPH
ALPINE AVE. SACRAMENTO, G 96626
�6i-T021 FAX �OS7619 noom
SHEET 4 OF 33
I SOLID PANEL SPANS FOR COMMERCIAL & P 90/100/110 MPH EXPOSURE B & C
7r .09R. (I.S.) .6r
.25'
ALL UNMARKED RADII .DSR
i�
Ty1.l.— 2.s' r=c 1 N
38'
7 .7
5.25• .2
ALUM. ALLOY 3004-H36 OR EQUAL
�Pc\�Y�
mm
~ No. C37948>
�EgXP. 03/31//b/,
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
FOOTNOTE:
'SAMPLE'
NOTE
8'x 2 YN2' FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 6 ASSOCIATES, INC.
L.L.=
PANELT
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
AVE., ENTD, G %e2e
SHEET 5 OF 33
11'-4
10'-1•
10'-3'
9'-1"
9'-4'
8'-3'
.020
12'-3'
11'x'
11'-7'
10'-9•
11'-0'
10'-2'
13'-6'
11' 8'
11'-9"
10'-4'
10' 8•
9'-6-
.024
10
14'-2'
12' 6•
12'-9'
11'-10'
12'-2'
11'-2'
13'-8'
1
10
.024
18'•2'
14'-6•
14'-8•
13'-0•
13'-4'
11'-9'
.032
15'x'
14'x'
14'-8'
13' 8'
13' 8•
12'-8'
15'-10'
14'-9'
15'-0'
13'•10'
14'-2'
13'-1'
.032
18'-1 •
1 T-0•
1 T-2'
15'-4'
15'-10•
14'-0'
.040
18'-0'
16'-9'
1 T-9'
16'x•
16'-9•
15'-7•
15'-10'
14'-0-
.040
10'-6•
10'-0•
1o'-1'
9'_1•
9'-4'
8-3-
.020
20'-r
19'-r
19'-4•
18'-01
18'-4'
1T-0"
10'x'
9-10'
10-0'
9'�'
9'-7'
9'-0-
.018
11'•7'
11'-1•
11'-2'
10'4'
10'-0•
9'3•
024
11'-2'
1a-8'
10'-91
10'-r
10'3'
91-8"
zo
1r�•
1a - 1o•
1r-0•
10'x•
1a -r
10-0•
.020
13'-r
12'-10'
13'-0'
123•
1�12-1
032
11'-10'
11'-4•
111-81
1a-9'
11'-0'
10'x'
13'-4'
12'-6'
12'-r
12'-2'
17 -1 •
20
.024
15'-2'
14'-6•
14'-7'
13'-10•
14'-1•
13'-2-
.040
13'-0'
12'-3'
12'-'
11'-9•
11'-10'
11'-2"
15-0'
14'3•
14'4"
13'-7•
13'-9'
13'-4'
.032
9'-3"
8'-10'
9'-0"
8'-r
8'-8•
8' 3"
15'-2'
14'-8'
14'-7'
13'-9'
14'-0'
13'-2"
9'-2'
8'-9•
8'-10'
8'-6'
8'-7'
8'-r
.D40
10'-2'
9'-10•
9'-10"
9'-8•
9'-r
9'-r
.024
16'-8•
16'-6•
16'-r
15'-8'
16'-0'
151-W
30
70,_1.
9._9.
9'-8"
9,_4"
9,-0.
91-0.
.018
11'-10'
11 6•
11'-r
11'-1'
11'-2•
10'-0-
.032
1a -r
10'-3'
10'3'
9'-10•
to -0"
9.6'
.020
1 V-4"
1 V-4'
10'-10'
11'-1'
10'-8'
13'-4•
12'-10•
13'-0'
12'-4•
12'-r
9'-4'
1
11'-1'
11'-2'
1 a-8'
10'-9'
;��D40132'
30
.024
12'-8•
12'-9•
12'-3'
12'•4'
'-9'
�Pc\�Y�
mm
~ No. C37948>
�EgXP. 03/31//b/,
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
FOOTNOTE:
'SAMPLE'
NOTE
6" x 2 }2' FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 6 ASSOCIATES, INC.
L.L.=
PANEL -r
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
AVE., ENTD, G %e2e
SHEET 5 OF 33
12'-6•
11'-0"
11'-2'
9'-10•
1a•r
9'-0"
.018
13'-3•
12'4•
12'-r
11'-8'
11'-10'
11'-0"
13'-6'
11'-101
12'-1•
10'-8•
11'-11
9'-9•
.020
14'-2'
13'-r
13'-4•
12'4•
12'-7'
11'-8'
13'-8'
1
10
.024
15'x'
14'x'
14'-8'
13' 8'
13' 8•
12'-8'
18'3'
16'-6'
16'-9•
14'•9'
16'-3•
13'-8'
.032
18'-0'
16'-9'
20'•10•
19'-2•
19'-r
1T3"
1T4l'
15'-8-
.040
20'-r
19'-r
19'-4•
18'-01
18'-4'
1T-0"
-4'
11>11-
10'-9•
19 101
9'-10•
10'-2•
9'-0-
.018
11'-2'
1a-8'
10'-91
10'-r
10'3'
91-8"
12'-1'
11'-0•
11'-r
10' 8'
11'-1 19'-9'
.020
11'-10'
11'-4•
111-81
1a-9'
11'-0'
10'x'
13'-1"
12'-6'
12'-r
12'-0•
17 -1 •
11'-0'
20
.024
13'-0'
12'-3'
12'-'
11'-9•
11'-10'
11'-2"
15'-4'
14'-0•
14'-9'
14'-0•
14'-2'
13'-4'
.032
15'-2'
14'-8'
14'-7'
13'-9'
14'-0'
13'-2"
16'-8'
16'-8•
161-8'
16•-0•
'16* '2"
153•
.D40
16'-8•
16'-6•
16'-r
15'-8'
16'-0'
151-W
10'-0•
9'-r
9'-8"
93'
9'-4'
9'-0"
.018
9,_10.
9'8'
9'•r
9'-2'
93'
8'-9•
1a -r
10'-3'
10'3'
9'-10•
to -0"
9.6'
.020
1a-2•
9'-9•
91-10'
9'-4'
1
11'-1'
11'-2'
1 a-8'
10'-9'
10'-3'
30
.024
,->,
1-4'
11'-0•
11'-1'
1a -r
10'-8•
10--2-
13'-6'
13'-0'
13'-1'
12'-r
12'-r
12'-1'
.032
13'x'
12-10'
12'-10'
12'4'
12'-8'
11'-10•
14'-r
14'-7'
14'-r
14'3'
14'-6•
1�1514-
.040
16'-0'
16'-7•
15-0'
16'-0'
1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES ATTACHED
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN t4 FIGURE INDICATES FREESTANDING
IN TABLE 1, SHEET 1.
DRANM BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE ��
PATI R SYS M MFG. BY:
U?MO ERA 01%
DATE: 70101/2012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGIN
PANEL SPANS
10, 20 8 30 pA
DURALUM PRODUCTS, INC.
INIM462-7MI
SCALE: NONE
RANCHO CUCAMONOIk CA 741-2107
�0 a
AVE., ENTD, G %e2e
SHEET 5 OF 33
REVISEosr:
(%1)
110 vH
403.11
PAx4oz•1e10 ulnpaunMmmm
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TOM CAMPBELL 6 ASSOCIATES, INC.
TABLE 1
PATI COVER SYSTEM M :
TABLE 2
IAPMO ER# 0196
DATE I_ _12
TABLE 3
MINUMUM
10, 20 a 70 Pd
DURALUM PRODUCTS, INC.
(2) 2"x6 Y" AND
6 Y2" ROLL FORMED HEADERS
WALL HANGER, 3"x8" AND
STEEL HEADERS
REQUIRED COLUMNS
EXTRUDED AND 3"x8" WITH
STEEL INSERT HEADERS
� ALPINE AVE., SAC O, CA 96626
Y
c
>
h
F, �
RANCHO CUCAMONQA. CA (961) 741410)
>
m 3
90, 100 aiMO MPH
NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF WALL HANGER AND HEADER LENGTH
NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
IEXP.BIEXP.0 EXP. B EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
5'
3 3 3 4 4 5
3 4 4 4 4 5
5,
2 3 3 3 3 4
2 3 3 4 3 4
5'
2 2 2 2 2 3
2 2 2 3 3 3
6'
3 44 4 4 5
3 4 4 5 5 6
6
2 3 3 4 3 4
3 4 3 4 4 5
6
2 2 2 3 3 3
2 3 3 3 3 4
W
w
51
O
z
X
w
3 4 4 5 5 6 3 3 3 4 4 5 2 3 2—P--4
3 3 4
T 4 5 5 6 6 7 7 3 4 4 5 5 6 7' 2 3 3 4 3 4
8- 4 5 5 6 5 7 8' 3 4 4 5 4 6 8' 2 3 3 3 3 4
4 6 5 7 6 8 4 5 4 6 6 7 3 3 3 4 4 5
g, 4 5 5 6 6 8 g, 3 4 4 5 5 6
5 6 6 8 7 9 4 5 5 6 6 7 9' 3 3 3 4 3 4 4 4 4 4 4 5
5 6 6 7 7 9 , 4 5 5 6 5 7 3 3 3 4 4 5
10 5 7 7 8 8 10 10 4 6 5 7 6 8 10 3 4 4 5 5 6
11' S 6 6 8 7 9 11, 4 5 5 6 6 8 11, 3 4 4 4 4 5
6 8 7 9 9 11 5 6 6 7 7 9 3 4 4 5 5 6
5 7 7 8 8 1 4 6 5 7 6 8 3 4 4 5 5 6
12 6 8 8 10 9 12 12 5 7 6 8 8 10 12 4 5 5 6 5 7
13' j_- 7 8 7 8 11 9 10 1 13 13 5 6 6 7 6 7 477-1
9 7 8 9 10 13' 3 4 4 5 4 5 5 6 5 6 6 7
FOOTNOTE: 'SAMPLE'
NAL
FIGURE INDICATES
ATTACHED FIGURE
I N ICAnS
F
FAN BEAM
FAN BEAM (19--- MAX SPAN) P. 03/311
2' FAN BEAM FAN ^A`
HEADER l
CEILING FAN AND/ T=.075' 2 /2- 2 i/2' 2 /2'
OR LIGHT FIXTURE TYP.
(MAX 30 Ibs. )
#14 x 3 112' S.D.S. SCREW #12 S.D.S. SCREW
FAN BEAM AT BEAM AT HANGER CHANNEL
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
oRAvrN er: Ex
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD .
PATI COVER SYSTEM M :
IAPMO ER# 0196
DATE I_ _12
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
MINUMUM
10, 20 a 70 Pd
DURALUM PRODUCTS, INC.
SCALE: NONE
REQUIRED COLUMNS
� ALPINE AVE., SAC O, CA 96626
REV�p BY:
RANCHO CUCAMONQA. CA (961) 741410)
90, 100 aiMO MPH
-1519 S
(916)462-7021 FAX403-1519 Wea�A,rWmaom
SHEET 6 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
i 5 2" X 6 1/2' RAFTER DBL. 2' x 6 1/2' RAFTER
H(PSF)
I(IN.)
Y90 MPH 100 MPH 110 MPH LL•= •T• ��j 90 MPH 100 MPH 110 MPH
EXp, g EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) EXp, B EXP.0 EXP. B EXP.0 EXP. B EXP.0
MAX18' 12'-0' 10'-r 10'-9' 9'$' 9'-9' 8'$' 16" 16'-10' 14'-10' 1 '-r 13'-4' 13'-9' 12'-2'
.024• .024• 14'$' 14'-8' 14'$' 14'$" 14'-8' 13'-1' 19'$' 19'-8' 9'$' 19'-8' 19'$' 18'•4'
04 B.5• ;04r � .024 .024
B.s .oar 9'-10' 8'$' 8'-10' T-9' 8'-1' T-1' 13'-9' 17-2' 17.4" 11'-0• 11'3' 10'-0'
24' 11'-9' 11'-9' 11'-9' 11'-9' 11'•9' 10'$' 24-
1
4'
18'-0' 14'-1' 14'-4' 17$' 13'-1' 11'$' 22'-6' 19'-10' 20
i• x r RAFTER r x e lir RAFTER DBL. r x 5 1Q• RAFTERS 16' 18'$' 18'$' 18'$' 18'$' 18'$' 1 T$' 16' 28'-0' 25 T 26'-0' 26'-0' 26'-0" 24'-r
ALUM. ALLOY 3004-HJB ALUM. ALLOY 3004+06 ALUM. ALLOY 30044413 10 .032 24' 13'-1' 11'-r 11'-9' 10'x' 10'$' 9 $• 10 .032 24" 1 B' 4" 18'-3' 16-r 14'-r 1 S-1' 13'-3'
OR EQUAL OR EOUAL OR EOUAL
*SEE NOTE BELOW *SEE NOTE BELOW 15•_1• 15'-1' 15•_1• 15,_1• 15•_1• 14,_3• 21•_2• 21'_2' 21'-2' 21,_2• 21,•2, 20'_1•
0'-10' 18'-6" 18'-9' 18'-r 1T-1' 15'-1' 29'$' 26'-0' 26'$' 23'-3' 24'-1• 21'-r
3" x 8' RAFTER 16' Y 27-2' 22'-2' 27-2' 22'-2' 21'-r 16' 31'-3' 31'3' 31'-3'
•T- �'� 90 MPH 100 MPH 110 MPH 042 24" 1T-1' 15'-1' 15'-4' 13'-7' 14'-0' 12'3' 042 24' 24'-1' 21'•2• 21'$' 79'-1' 19'-8' 1T3'
(IN.) ma EXP. B EXP.[ EXP. B EXP.[ EXP. B EXP.[ 18'-2' 18-r 18'-2' 18'-2' 18'-r iT 4' 25'-r 25'-7' 25'-r 25-r 2S -T 24'$'
123 20'-3' 20'$' 18'-2" 18'-9" 16'-7' 18, 12'-0' 10'-r 10'-9• 9'$' 9'-9' 8'$' 16, 16'3" 14'-10' 15'-2' 13'-4' 13'-9" 17-r
0' 28'-10' 2b' -10'_26'_1O- - 28'-10' 25'-1' t2'-0' 12'-0' 17 T 12'-0' 12'-0' 11'-r 18'-3' 16'•3' 16'3' 18'3' 183' 15'-9'
10 �2 18'-7' 18'-10' 14'-10' 15'4' 13'-r 024 9' 9' B'$' B' 10' 7"-9* 8'-1' 7'-1' 024 13'.1' 12'•2' 174' 11'-0' 11'-3• 10'-0"
-0' 22'-0" 27-0' 22'-0' a -T 20'$' 24' 9 9" 9' 9' 9' 9' 9' 9' 9'-9' 9'$' 24' 13'-4' 13' 4' 13' 4' 13'x' 13' 4" 17-10
20' 3' 20'$' 18'-2' 18'-9' 16'-7" 18, 15' 3' 14'-1' 14'4" 12'$' 13'-1' 17' 8' 16, 21' 6' 19'-10' 20'3' 17'-9' 18' 4' 16'-2'
-2' 22'-2' 22'-2' 22'-2- 22'-2- 21' 6" 15'-3' 15'-3' 15'-3' 15'3' 1 S-3' 14'-9" 27'$' 21'$' 21'$' 21'-W 21' 6' 20'-9'
20 .042' 16'-7' 16'-10' 14'-10' 15'•4' 13'-7' 20 .032 14•_1, 11'-r 11'-9' 10'x' 10'$' 9'$' 20 .03217'-r 16'3' 16'-r 14'-r 15'-1' 13'-3'
-2" 182' 18'-2' 18'-2' 18'-2' 1T-7' 24' 12'$' 17$' 17$' 12'$' 12'$' 12'-1' 24'1T -r 1T•r 1T -r 1T -r 1T -r 1T-0'' 19'x' 19'4' 18'-2' 18'-9" 16'-r 16, 18'-4' 18'-4' 18'-4• 16'-7' 1T-1' 15'-1' 16, 5'-10' 25'-10' 25'-10' 23'-3' 24'-1' 21'-4' 19'4' 1-;--4 19' 4' 19 4' 16'-10' 1B'rl' 18' 4' 78'x' 16' 4' 18'4' 1T-9' 042 25'-10' 25'•10' 28.10' 25'•10' 25-10' 25'-1'
30 •042 15'-10' 15'-10' 15'-10' 14'-10' 184' 13'-r 042 15'-1' 15'-1' 15'-1' 13'-r 14'-0' 12'-3' 24, 21'-2' 21'-2' 21'-2' 19'-1' 19'$' 1T-3'
24' 15'-10' 15'A0 15'-10' 15'-10 15'-10' 1 '$' 24' 15'-1' 15'-1' 15'-1' 15'-1' 15-1' 14'-r 21'-2' 21'-2' 21'-2' 21'-2' 21'-2' 20' 8'
18' 10'-6' 10'$' 10':F 9'$' 7-9' 8'$' 16, 14'-2' 14'-2' 14'-r 13'-4' 13'-9' 12'-2"
* NOTE: SINGLE RAFTERS SPACED 18' O.C. MAY AL 10 $' 10'$' 10'-6" 10'$' 10'-6' 10'-r 024 14'-2' 14'-r 14'-r 14'-2' 14'-2' TAW
32" O.C. WHEN DOUBLED AND SINGLE
24' O.C. MAY BE USED AT 48' O.C. WHEN D ��Y C 24 24' 8'•r 8'-r 8'-r 7'-9' 8'-1' T-1' 24'11' 8' 11'$' 11'-0' 11'3" 10'V
8 r 8'-7' 6'-r 8'-r 8'-r11'$' 11'$' 11'$' 11' 4'
FOOTNOTE: 'SAMPLE' 13'-3' 13'3' 13'3' 12'$' 13'•7' 11'$" 18'$' 18' 8' 18'-8' 17'-8" 18'-4• 16'•2'
13'-3' 13'3' 13'3' 13'3' 13'3' 13'-0' 16" 18' 8' 18' 8' 18'$' 78'$' W -8-
3._r
8'$'
FIGURE INDICATES }}-- 03 30 .032
ATTACHED FIGO IGAT15Ep 379 24' 10'-10' 10'-10' 10'-10• 10'4' 10'-8' 9'$' . 24' 15'-3' 15'3' 15'3' 14'-r 15'-1'
FRF;. NC__ 10'-10' 10'-10' 10'-10' 10'-10' 10'-10' 10'-8' 15'3' 15'3' 18-3' 15'3' 15'3" 1S-0'
PROJECTION \
SPAN
O.H.
n
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN . G.H.
f :f
'! NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
KP. omi
t5
2
16'
0.20 LOAD •
t0, 20 a 30
16'-1'
16'-1•
16'-1'
18'-1'
16'-1'
18'-1'
16'-1'
15'-1"
15'$'
RAFTER SPANS
042
18,
27-r
-r
27-T i
-r
24'
13'-2" 13'-2' 1I T-2' 13'-2' 13'-2" 12'3'
13'•2' 13'-2' 13'-r 13'-2' 12'-9'
24,
18'•6'
18'$'
18'$' 1
18' 8'
SHEET 7 OF 33
TRIBUTARY WIDTH
TABLE
-CLEAR SPAN (FT.)
O.H. 6
7
6
B
10
11
12 1 13 14
15
16
17
0
3
4
4
5
5
6
6 7 7
8
8
9
1'
4
5
5
6
6
7
7 8 8
9
9
10
5
6
6
7
7
8
8 9 9
10
10
11
3
L4•2'
_
7
7
8
8
9
9 10 10
11
11
12
_
_
_
9
9
10
10 11 11
12
12
13
c•
_
_I
_ I
_ 1
11 1
11 1 12 12
13
13
14
r
22'-r 2
7-r
18'-6' 1
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
0.20 LOAD •
t0, 20 a 30
'
DURALUM PRODUCTS, INC.
U1PM0 ERI0193
DATE: 1=1=2
SCALE: ONE
COMMERCUL AND RESIDENTIAL STRUCTURAL ENOINEERINO
RAFTER SPANS
D
HORIZ WIND �
B2E9 ALPWE AVE.. SACRAMENTO. CA 93028
RANCHO CUGUgNGA, CA (951) 741.2107
B0, 100 8 110 MPH
(916) 402.7021 FAX 4011310 W�dvMRrLoom
SHEET 7 OF 33
t
I
COLUMN/ POST TYPES & SURFACE, MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10'MAX. HEIGHT C = 10' •
�3 I 2 I 3.00'S Q.
3.00'SQ. � .024- #10 sMs 3.00' SQ.
.032' L24'O.C. 11.00
EA. SIDE
6.5' 3. O
14"R ALUM,
032' TMP' .048'STEEL
O5/8' PLASTIC PLUG .28' O O
3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST
WITH SIDE PLATESUM. 3" SQ. ALUM. POST
ALUM. ALLOY 3004OD 3" STEEL POST
H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 6083-T6
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
G=3'SO.xt=.188'
H =3'SQ.xt=.250'
I=3'SQ.xt=-.313•
J=4•SQxt=.188•
K =4•S xt=.250•
t.
3.0' OR 4.0'
SQUARE
STEEL POST
ASTM A500 GRADE B
q 7116.0 HOLE 2 FLANGES
a�l'.
375" FOR 3/8' MB 2 FL APART
0
75" ASTM GRADE 36 STEEL 1.125' 2.5' -.
INSTALL t.. x t . x y6' HDG 75' 75' BASE FLARES
WASHER PLATE AT ANCHORS
.157' TO 3"WIDE EA.
TYP. SIDE OFFLANGES
.YP. I POST ONLY I5
rFOR
ALL t z t • x y`• MDG 1-7116'0 HOLE
SHER PLATE AT ANCHORS 8 2-3/8' HOLES
110 MPH Cj 2- 5/18.0 HOLES TYP. EA. SIDE
ALUM "T" BRACKET STEEL "T" BRACKET 5
��50
T
~ No. C37948
EXP. 03/31/15
T
ALUM.ALLOY
8063-T6
"H" BRACKET
J
J
3
Q)
6
(4) -SDS 25412
#14 SDS,
3 PER SIDE
3"x 8" ALUM. RAFT. BRACKET -'
3" x 8" ALUM. HEADER
HEADER BRACKET O
DRANK BY: EX
DATE 1CMIW2
TOM CAMPBELL 8 ASSOCIATES. INC.
COLUMN/
LIVE LOAD "
10.20670 pd
PA '
DURALUM PRODUCTS. INC.
IAPMO EW 0186
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
POST TYPES
HORIZ WIND =
6208 Al"4E AVE.. 9ACRAMEMO. CA 25626
l(9I6)462-n2I
REVISED BY:
RANCHO CUCAMONC6: CA (851) 741-2107
80, 100 6 110 MPH
FAx403-1319 o
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1
C 5pn n�• WALL
SFASTENERS •
2.740"
EE TEq14 SDS
.25'R--�,MI3 8' O.C.
.Ol 290 DU1.
io CR o
N " .281'
ALU6M06�3�TB
sw
B
• 4 $ WALL
FASTENERS Y
SEE TABLE
1.TS O O
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL
WHERE ALLOWABLE
A34 FRAMING ANGLE
MALLOY
ALU80
SEE TABLE
PROJECTION EXCEEDS 16',
DESIGN
ADD A34 FRAMING ANGLE
FASTENERS, SEE TABLE
EA. SIDE OF RAFTER (2 PER
R.F. OR EXT. HANGER
RAFTER TO BLK'G)
CHANNEL, 2X OR 3X
A 8 B C D D E E F
110
RAFTER BRACKET.
A
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
ALUM. PANEL R-/
3x ALUM. RAFTER4 ..IL.rIL
FASCIA BOARD EXIST. EAVES. RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG
(24' MAX.)
EXISTING EAVE CONNECTION O2
014 SMS 0 PANEL
LOCKS OR $8 SMS
AT EA. CONTACT
CONTINUOUS A- RAIL
ROOF PANEL (WHERE OCCURS)
ALU600633--TB Y
X14 SMS ®EA CONTACT
WALL CONNECTION O
T=.060' -
WALL FASTENERS
SEE TABLE
SEE PAGE 33 FOR
MALLOY
ALU80
APPROVED ROOF PANEL
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
I.R. HANGER OC
L-__
LL=10 LL=20 LL=30 LL=10 LL=20 LL -30 LL -10 LL=20 LL=30
1.880"—
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
18. O.C. CELL AT FASTENER) OR CONC.
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
LL=10 LL=20 LL=30 LL=10 LL=20 LL -30 LL -10 LL=20 LL=30
90
A B B C D D E E F
100
A 8 B C D D E E F
110
A 8 8 C D D E I E F
A
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
24" O.C.
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24'0.C. MAX.
wZ0Z
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.'
w a
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
~ w w
4�
D=3/8'0 x 4' LAG SCREW AT EACH STUD
'E=3/8'0 x 1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24.O.C.
'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
FOR SPAN SEE ALLOWABLE
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
2• x 4'18•
FULL
24' O.C.
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
19'-2'
15'-3'
12'-4•
24' 12'-8' 9'-10'
A
2' x 8'18,
NOTCHED
24" O.C.
1
26'-0'
22'-2'
18'-1'
za• 1e1-81 14'-9•
11'-10'
2'x6' FULL OR28'-0'
2'x8' NOTCHED
24.O.C.
26'-0'
28'-0"
24' 16-8' 22'-9'
18'-
2'x8' FULL OR18,
2•x10• NOTCHED
24'0.C.
NOTE; BR�7
26-0'•
-0
26'' 1
26'-0'
24' 26'-0" 1 26'-W 1
24'-4'
NOTE:
(A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B
IS 10'-7•. (E) 20 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH,
EXPOSURE C WIND LOADS.
1. EXISTING ROOF OVERHANG DESIGN LOADS:
RDL - 3 psf (MIN) TO 8 psf (MAX) RLL = 20 d 30 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi.
3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, 8 30 psf
No. CM
`XP. 03/3
8'
1011 L.L=(2)114 SMS EA SIDE
FOR SPAN SEE ALLOWABLE
1 1r2 2DgB011L.L.=(2)114 SMS EA. SIDE
o
U -BRACKET
EXISTING WOOD STUD FRAMING
_ _
1 va•
_ 3/4' OR 1 1R'
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
I 2"x 6 Iii OR
CAUCK JOINt'S AND SLOPE
TO DRAIN
S MIN. 3' x 8' ALUM.
r—
1 RAFTER
TYPICAL BRACKET AT EVERY 2x
1.3/4' OR 1 112'
1
' I
FOR SPAN SEE ALLOWABLE
TOM CAMPBELL ASSOCIATES, INC.
HANGER CHANNEL
DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING
L�'TH
��FR
IAPMO ERX 0188
SCALE: NONE
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING
I
2x6 OR Dib LEDGER
HORIZ WIND
2 EACH 141'0 x 112' LAG SCREWS LL =10 Pd
2 EACH 7/18'0 x 3.12' LAG SCREWS LL. -20 AND 30 Pot•
RANCHO CUCAMONCLk CA (981) 741-2107
W.B.
}X14x1 SN'(T
MIN. PENETRATION INTO EXISTING
9 OF 33
PATIO COVER
WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE; BR�7
SEE ®FOR ATTACHMENT NOTE: PLACE'SIKA
MAY BE MOUNTED
MATERIAL BETWEEN BRACKET
AND COMP.
BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTION'S.
WALL CONNECTION 030
BRACKET
CONNECTION
DRAWN BY: E.N.
DATE: 1ao/2o12
TOM CAMPBELL ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD •
10.20630 Pd
PATI VER :
DURALUM PRODUCTS, INC.
IAPMO ERX 0188
SCALE: NONE
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING
I
AND T
HORIZ WIND
8280 ALPINE AVE, SACRAMENTO, CA MN
REVISED BY:
RANCHO CUCAMONCLk CA (981) 741-2107
ATTACHMENTS
90, 100 6 110 MPHSHEET
(919) IE2-7021 FAX403-1519 s�AxxMJm.tom
9 OF 33
-- -COLUMN
/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
' CUBE FTG.
ALUM.'TBRACKET USE WrH
-
ArT
T BRACKET
I POST TYPE B.C,D, OR E
STEEL POST ONLY:
22'
3 -SO. POST W/
iPOST Cp�E
USE POST TYPE
'
(3}b8'0 BOLTS
(T}f/12 SMS EA
1YPE�RB
FSG ICOR K
'
F. G. H, J OR K
FOR POST TYPE J
3'SQ. POST SIDE OF POST OR
3' SO. POST ALUM.'rSRACKET:
USE HILTI
25
4 .
1/4' M.B. THROUGH
BOLTS OR
1/J DEPTH OF I
2 112 0 BOLTS 16'INSERT
POST
yTEELTeRAcloEr:
SEE NOTES BELOW usE f2 a" HILTI KWIK
FOOTING OR I
CONDITIONS OTHER 4 s X.188'
(2}114'0 POWERS WEDGE-
BOLTS OR EQUAL
12' MIN. EMBO. I I
ASTM A36
BOLTS+, OR EOUAL, EACH
2 %" EMBEDMENT OEM
40'
STEEL
BRACKET TO SLAB.
FOR KWIK BOLTS)
64' SQ.
T.O.C.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4' ORI
69' so.
T'f
d
�� H
ASTM A572 STEEL
(1 MINKEMBEDMENT)
�..
DEPTH • ,
( 1/2 M.B.J
3/18'
SLAB SHALL BE IN
POURED CONCRETE
LONG, 1'
FROM END
GOOD CONDITION
FOOTING SEE NOTE
Of POST � Z
OFi•;
3' SO. POST STL
( )
•
. ;�.�
OR FLUTED
3 112' MIN.
3E0£R SIZE
POURED SQUARE, SEE FTG.
OR 4' SQ. POST (STL.)
UT
SCHEDULE QU
SCHEDULE IN BEAM
INSERT
IN BEM1 SPAN TABLE
FOOTING SPAN TABLE
PL.SMTHK. -- • -'
EXISTING SLAB—— 7
3' SO. POSTS TO CONC: FOOTING 8
SQUARE POST EMBED.
INTO FOOTING 9
_
1 1/2' g• 1 1/2'
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SQ. 18' DEEP
' CUBE FTG.
18'
18' SQ.
12*
20'
21' SO.
12"
22'
25 SO.
16'
24'
2B' SQ.
20'
26'
32* SO.
23'
28'
35' Sa.
25
30'
39' SO.
28'
3r
43' SO.
30'
34'
4r SO.
32,
38'
51' SQ.
34'
38'
55' SO.
3r
40'
60' sa.
3T
42!
64' SQ.
41•
44'
69' so.
4r
'CUBE FOOTING W/ 4' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
BOLTS
EMBED.
23' A 24' CUBED
(2}t/r0
3 1/4'
25'-30'CUBED
(4)-t/rO
31/4'
111'- 34' CUBED
(4) -SIO -0
4'
35' - 39' CUBED
(4)3/4'0
4 3/4'
4(' - 4r CUBED
(4),7/4'0
4 3/4'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR .1917 OR EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
WANSERT, MAG BEAM, 4' OR
r REAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
2-XX-X5)4'AT
STEEL'r BRACKET.
3. POST TYPE F
00 NOT USE STEEL T
BRACKET Wfr I -BEAM,
ALTERNATE FREESTANDING FOOTING
WELDED STEEL BASE PLATE �
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. 9
9'SQ.xSB'
B,C,D,F,G,BH
FREESTANDING
BASE PLATE ANCHOR
EXB&C
BASE PLATE
ANCHOR BOLTS (SIZE d TYPE)
9'x9'x S/8'
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH)
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
10' OR LESS
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
18" DEEP
18' DEEP
18" DEEP
20' OR LESS
4'-0" SQ x
4'-7' SQ x
6-0" SQ x
18' DEEP
18" DEEP
18" DEEP
SS�pNAL
EN
C37W
,03/31/F
DRAWN BY: EJB
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN
LIVE LOAD •
PATI COVER YSTEM AS MFG. BY:
UPMO ERJ 0196
DATE: IO tM12
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
�� MOUNf
10, 20 a 30 9M
DURALUM PRODUCTS, INC.
SCALE NONE
µp EMBEDMENT
HORM WINO •
82W ALPINE AVE. SACRAMENTO. CA 96828
REED BY:
RANCHO CUCAMONGA. CA (961) T41-2107
K 100 6 110 MPH
(916)462-7021 FAX 403.1519 "w.®aunwmmm
SHEET 10 0F 33
NAL F
4• �5S Y icy �-- 13.0•
2• 6.5 MAX. z"SPLICE 6.6
a o p
SPLICE. * C37948 * —� .oar
WHERE OCCURS 4" OCCURS 1 ��j .03T — e.o•
070 .042' .oar
Trp. T110'.TYP\
UM.� ALLOY ALUM L OY ALUM. ALLOY 3004-H36 OR EQUAL 1 ALUM. ALLOY 3O04H36 OR EQUAL OR EQUAL
I ALUM. ALLOY 3004-H38
TB
ALU
J •J O
4" I -BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K
3• 1
MAX. j 3' B• MAX 3" s' 5"
_T r-
375'
042" .042'134 2' T•170R71GA T"0.123'
6"
7..8'r5* ASTM Aria GRADE 30 6.656'
ALUM. ALLOY eos3-Te
Li
_T Lt
ALUM. ALLOY 3001-H16 ALUM. ALLOY 30041438
OR EQUAL � OR EcuAL ( .825' I 375'
I
ALUM. ALLOY 300"36 � 2.875" 1 — 1 `•1.75' 1
OR EQUAL O
B
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBLL3 x 8 S INSERT O STEER NS RT O SPLICE/ INSERT O
HEADER
BEAM
TYPES & ATTACHMENT DETAILS
UVE LOAD •
10, 20 A 30 pd
1.52" .61"
GUTTER EXT. CLIP
SCALP: HONE
GUTTER EXT. CLIP
BEAM TYPES
HWIL WIND"
8M ALPINE AVE.. SACRAMENTO. CA 06626
3.00" SQ.
2.00'
9"
.
REVISED BY:
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
(9161452-7027 FAX 403.7379 ulss�nMrnOon
SPUCE WHERE
OCCURS
4.6•
tc 2.57•
< �'
iq
14"R
2.19" f
2.07
TYP.
•
2.018.
2.M
065
TYP.
•�.
.28"
0003
2 r
ASTM A653 GRADE 40
.D38" R.F. GUTTER
FASCIA -ALUM.
ALUM. ALLOY
ALUM. ALLOY
6063-T6
ALUM. ALLOY
6063-T6
ALLOY 3004-H36
O
6063-T6
O
O
O
6.5" ROLLFORMED
4.5" GUTTER
— MAG. GUTTER
MAG BEAM
3" S0. STEEL BEAME
NAL F
4• �5S Y icy �-- 13.0•
2• 6.5 MAX. z"SPLICE 6.6
a o p
SPLICE. * C37948 * —� .oar
WHERE OCCURS 4" OCCURS 1 ��j .03T — e.o•
070 .042' .oar
Trp. T110'.TYP\
UM.� ALLOY ALUM L OY ALUM. ALLOY 3004-H36 OR EQUAL 1 ALUM. ALLOY 3O04H36 OR EQUAL OR EQUAL
I ALUM. ALLOY 3004-H38
TB
ALU
J •J O
4" I -BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K
3• 1
MAX. j 3' B• MAX 3" s' 5"
_T r-
375'
042" .042'134 2' T•170R71GA T"0.123'
6"
7..8'r5* ASTM Aria GRADE 30 6.656'
ALUM. ALLOY eos3-Te
Li
_T Lt
ALUM. ALLOY 3001-H16 ALUM. ALLOY 30041438
OR EQUAL � OR EcuAL ( .825' I 375'
I
ALUM. ALLOY 300"36 � 2.875" 1 — 1 `•1.75' 1
OR EQUAL O
B
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBLL3 x 8 S INSERT O STEER NS RT O SPLICE/ INSERT O
I
ORAVIN BY: E.N.
DATE: tOfOt/l012
TOM CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD •
10, 20 A 30 pd
A '
DURALUM PRODUCTS, INC.
UPMO ERS 0195
SCALP: HONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
HWIL WIND"
8M ALPINE AVE.. SACRAMENTO. CA 06626
.
REVISED BY:
RANCHO CUCAMONCIA CA (951) 7114107
90, 100 a 770 MPH
(9161452-7027 FAX 403.7379 ulss�nMrnOon
SHEET 11 OF 33
I
SPLICE DETAILS • 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT-
_ 24'
3' 1' 1 3'
(2)# 10 S.M.S.@ EA.
VALLEY, TYP.
io sm-S II #12 S.M.S. II
TYP. THICKNESS =.035 8 (24 TOT TYP THICKNHISS = .035'
II II C+ --
t �� t t w
---
O
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 w
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED E--_ __
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS - AT ANY LOCATION EXCEPT AT END BAYS
NOTCH 1 -BEAM FLANGE
SPLICES - ROLLFORMED $ EXTRUDED FASCIAS I I -BEAM ALUM ALLOY AS NEEDED TO CLEAR
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICEONE SIDE OF WEB MAY BE USED. (6061-T8) ALTERNATE' SQ. POST,CONNECT WEB
( ) STL. C-BEAMTO POST W/ (2) - 518'0
3" --{ SDPOST THRU-BOLTS @ 4- I -BEAM,
TOTAL= (8}112'0 BOLTS AND (3) - 5/8' 0 THRU BOLTS
.
- NAL L� @ T HBEAMS
1. o• � c'V�+i
o o o � _ S��Y �zjA ti� BEAM TO POST CONN.
SPLICE WHERE - O
occua3 4" 1
.opo•
TYP. o o 1
ALUM.ALLOY
6063-T8
4" I -BEAM T-0"
MOMENTCSPUCE
NOTE: IF SPLICE OCCURS AT C -
SPLICE INTERIOR BAYS, A SINGLE 12' SIMPLE CPLICE (ONE SIDE OF WEB) MAY BE USED.
4- JI
SPLICE WHERE
OCCURS
TYP.
ALUM.ALLOY
6063-T8
7" I -BEAM
MOMENT CSPUCE
No. C37948
'XP . 3/31/ %
ROOF PANEL
AT T I -BEAM:
ADD 'C' SPLICE X 18' LONG
AT ALL COLUMNS -
(CENTER AT COLUMN).
SECURE TO I -BEAM
W/ 8414 TEK SCREWS
EQUALLY SPACED -
1' FROM ENDS.
POST, SEE SCHEDULE
1112 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ B' O.C.
MAX. STAGGER IN BEAM
FLANGE
4'x3• ALUM. 'I' SM. OR
• 7`x4' ALUM. 'I' SM.
1/4'0 M.B. BEAM
BRACKET
2.3/8'0 M.B. THRU STL.'T'
BRACKET TO POST.
ALTERNATE BEAM TO POST CONN.
DRAWN_: E.N.
1.25'
O
4.5'
T Ll
O O
O O
UNE LOAD ,
PATIO ER SYSTEM AS MFG. BY:
16" 1"
4J1•
MOMENT CSPUCE
No. C37948
'XP . 3/31/ %
ROOF PANEL
AT T I -BEAM:
ADD 'C' SPLICE X 18' LONG
AT ALL COLUMNS -
(CENTER AT COLUMN).
SECURE TO I -BEAM
W/ 8414 TEK SCREWS
EQUALLY SPACED -
1' FROM ENDS.
POST, SEE SCHEDULE
1112 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ B' O.C.
MAX. STAGGER IN BEAM
FLANGE
4'x3• ALUM. 'I' SM. OR
• 7`x4' ALUM. 'I' SM.
1/4'0 M.B. BEAM
BRACKET
2.3/8'0 M.B. THRU STL.'T'
BRACKET TO POST.
ALTERNATE BEAM TO POST CONN.
DRAWN_: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
UNE LOAD ,
PATIO ER SYSTEM AS MFG. BY:
UP11O ER6 0193
DATE: 1091/E
SCALE NONE
COAIMERTO AND RESIDENTIAL STRUCTURAL ENGINEERING
I
BEAM
SPLICE DETAILS
ORI 8 30 D
HOq� VAND •
SM MAN PRODUCTS, INC.
8268 ALPINE AVE., SACRAMENTO, G 96828
REVISED BY:
RANCHO CUCJMIONGA. G (961)141-2107
9o. 100 8 110 MRI
(916)452-TWI FAX 4011319 sabsoAvaNm.mm
SHEET 12 OF 33
It 4414 x 12' S.M.S. EACH SIDE OF 3'
SO. POST (8 -TOTAL
ALTERNATE: 1/4'0 �T W/ WASHER
EA SIDE OF 3' SO. POST
10,
J-0+:r—
I
2.15' / ]' SO. POST
4414 x 12" S.M.S. EACH SIDE OF 3'
SO. T (8 -TOTAL
ALTERNATE: t/4.0 LT WI WASHER
EA SIDE OF 3' SO. POST
3' SO. POST
3�.240
OR
1'-0'
GUTTER FASCIA
2'-0"
6 - #14 SDS
MAG BEAM
3•SQ. STL. BEAM
3- SO. POST
13
DRAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
BEAM TO POST
ALUM. ALLOY 3105-H25
.
DURALUM PRODUCTS, INC.
1.50" 1.50"
.28" I 2"
LAPMO EM 0105
DATE: 10012012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
018"
8289 ALPINE AVE., SACRAMENTO, CA 08828
1(916)452-7021
P2
1 1/2" SQ. OR 2" LATTICE TUBE
RANCHO CLTAMONGA CA (WI) 741-21 Ol
ALUM. ALLOY 3105-H25
90. 100 a 110 MPH
.28"
SHEET 13 OF 33
P1
2"x3" LATTICE TUBE
BEAM TO POST CONNECTION DETAILS
' x 8"x.042" BEAM,
' SQ. STEEL OR
IAG BEAM.
90 MPH - USE
(4)414 SDS @ EA. SIDE
TOP & BOTT. TOT.=16
®1008110 MPH - USE
(6)414 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
1 112" SQ., 2- SQ.,
OR 2'x3' LATTICE
#8 x 2'SMS, 2 1/2' ® 3' O.C. MIN.
OR 3 12', TYP. r– UP TO 6'O.C. MAX.
RAFTER
LATTICE TUBE TO RAFTER 17
"L" FASTENERS
1'-0'
4 - #14 SDS
2'-0"
6 - #14 SDS
T -O"
12 - #14 SOS
FASTENER SPACING = 3/4'
#14 x 112' S.M.S. TOP
8 BOTT. (2}TOT.
ROOF PANEL
ROLLFORMED OR _i
EXTRUDED GUTTER %
#14 S.M.S. ®12.O.C.J
FASCIA
6 1/2x2'x024
RAFTER
S�)NAL Fti
T
�o. C37948
P. 03/31X
FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
�AT OVERHANG
0
00
v rt FASTENER 8
0o GROUP
ALUM.BRACKETX
'L' SEE TABLE
Imm
RAFTER "TAIL" TO GUTTER 1 S
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
1/2' MIN.
x
t = .040" A 6063-T6
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO BEAM
LIVE LOAD •
PATI ER Y TE . BY:
DRAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
BEAM TO POST
f0, 20 a 30 paf
.
DURALUM PRODUCTS, INC.
LAPMO EM 0105
DATE: 10012012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HORIL WIND •
8289 ALPINE AVE., SACRAMENTO, CA 08828
1(916)452-7021
SCALE: NONE
RANCHO CLTAMONGA CA (WI) 741-21 Ol
90. 100 a 110 MPH
FAX 403-1810 681080 Sl m.com
SHEET 13 OF 33
REVISED BY:
DOUBLE RAFTER CONNECTION DETAILS
1 1/2' OR 29.ATTICE #8 S.M.S.
ALTERNATE 1/!' DOUBLE RAFTE `'�S�
BOLT CONNECTIO
ALTERNATE : C1�
4414 S.M.S.
RAFTER OCONNE2
r.
1 S 43'0*r
35X 3'STL.POST (24� e ALTERNATE :
INSERT ATTACHED OR (2}2x8.5' OR
35X 3-STL.POST COLUMN (2)-3'x8'HEAD
FOR FREESTANDING
(2) -1/2 -BOLT
25X 6.5' SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
r --LATTICE 1 1/2" OR 2'
25X8.5' OR 3518' RAFTER
ALTERNATE: 1/2' BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2} 2X6.5' OR (2}35X8" HEADER
ALTERNATE:
35c3Y).024" (1) -1/2' BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
6 SCREWS
Ar C,Q %J"
C37948 * 03/31/1 a OR Q
TO POST CONNECTION
,.,)BEAM SPLICE TO
, OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
2 -POST UNITS SCREW IR INclnF:
I
.5" #14 SMS MAY
BE USE AS
3.5" ALTERNATE TO
1/4"0 BOLTS
3.5"
5" 8' BEAM
SEE NOTES
BELOW I i 6 1/2' SIDEPLATE EA.
SIDE SEE POST SCHED.
14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3'SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 21
POST SCHEDULE
a3" SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2}2" x 6 1/2" x .032"
W/ (6)-#14 S.M.S. EACH SIDE. a W/ (8)#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
EXISTING
DRAWN W. EX
DATE: t00V2012
IREWSEDBY:
SHEATHING
2'7X6 }47X0.024'
I
LIVE LOAD .PATIO
ALUMINUM MEMBER W(1
WOOD FILL OR
3
2W NOMINAL LEDGER
LATTICE
(NEW OR EXISTING)
R�
W
6I �\ '06;A V I `(2) SIMPSON SDS25600
ISS V STUNG
�t� \� 1' STUCCO OR EQUAL
2.5' PENE. INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER
ATTACHMENT DETAIL 22
DBL. 3'X8"X.042 BEAM
OR DBL. 2'X6.5'X.032' BEAM
� 5/8' 0 ACCESS HOLES
INSTALL 6 - #14 X V4'
3' SO. POST LONG SDS @ EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
IAPMO EPJ 0195
DRAWN W. EX
DATE: t00V2012
IREWSEDBY:
I -
TOM CAMPBELL 6 ASSOCIATES, INC.
I
LIVE LOAD .PATIO
.
COVER.97M AS MFG. BY;
SCALP: NOSE
�RCyLL AND RESIDENTIAL STRUCTURAL ENGINEFAAIG
LATTICE
10.20 8 70 pd
DURALUM PRODUCTS, INC.
RANCHO CUCAMONGA, CA (961) 741-2107
CONNECTIONS
MORIL WIND "
90.fooa1loMPN
6209 ALPINE AVE. SACRAMENTO. CA 95x20
SHEET 14 OF 33
(916)40-7oz1 pAx403.1519.absgdvu,,,.mn
J
MINIMUM NUMBER OF REQUIRED COLUMNS
FOR ATTACHED COVERS
DRAWN SY: E.N.
r
m;
2"X6.5"X0.024"
POST
SIDE PLATES
PATIO GOVtK 5TSTEM AS MFG. BY:
PRODUCTS, INC.
";
2"X6.5"X0.032"
POST20
SIDE PLATES
COL
REQUIRED COL
90 MPH
100
MPH
110
MPH
90 MPH '
100
MPH
110 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
3
5'
2
2
2
2
2
2
6'
2
3
3
3
3
4
6'
2
2
2
2
2
3
7'
3
3
3
4
4
4
7'
2
2
2
3
2
3
8'
3
4
3
4
4
5
8'
2
2
2
3
3
3
9'
3
4
4
5
4
6
9'
2
1 3
3
3
3
4
10'
3
4
4
5
5
6
10'
2
3
3
3
3
4
11'
4
5
4
6
5
7
11'
3
3
3
4
4
4
12'
4
5
5
6
6
7
12'
3
3
3
4
4
5
13'
4
5
1 5
T 7
6
8
13'
3
1 4
3
4
4
5
NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8
SEE SHEET 8 FOR POST TYPES
SS�ONAL Fti
S�c�Y
0
r
No. C37948
111��
DRAWN SY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
MIND
LNE LOAD'
1Q 1011 ]0
PATIO GOVtK 5TSTEM AS MFG. BY:
PRODUCTS, INC.
U1PM0 ERI 0185
DATE: 10MIM01i
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COL
REQUIRED COL
D
F10R2 VNt� -
8288 ALPINE AVE., SACRAMENTO, CA 06828
am
SHEET 15 OF 33
REVISED
RANCHO CUCAMONOI, CA (057) 741-2107
00, 100 8 710 MPH
t9 18)452-7021 FAX 4031510 tyl�du�lmown
10# L.L. 90 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C
DRAWN BY
�=
6.5'R GLLLFOORMM /
4" I -BEAM
4.5" / MAG GUTTER
3" SQ. STEEL BEAM
7" I -BEAM
POST SPACING TABLE
FREESTANDING
g I-
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (061 ) T41,z107
ANO ATTACHED
HORIZ. NANO -
00.100 a 1I0 MPH118=1=1
AVE.. SACRAMENTO. CA OWN
SHEET 16 OF 33
1001 L 00 MPH
FAX 4011610 uWs0&nkrnwn1
3
MAXCOSPACING
SPACING
MPACING
G
FTG
(IN.)
M(N.
PHOS f
FTG
(IN.)
MIN.
POSE
MAXPOST
SPACING
FTG.
MIN.
FTG
MIN.
POS
MAX.POST
FTG
MIN.
POST
FTG.
MIN.
POST
MAXPOST
SPACING
FTG.
MIN.
FTG.
MIN.
MAX.POST
SPACING
FTG.
MIN.
FTG.
MIN.
ON SLAB.
SPS
A
(IN.)
TYPE
(IN.
TYPE
(SPAN)
)
(IN. )
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN)
TYPE
(SPAN)
((N )
POST
(IN.)
POST
'
TYPE
TYPE
5'
13'-T
11'-1'
23
B
13'-4'
24
B
12'-8'
24
B
9'-7"
22
B
23'-2'
29
9'-9'
24
11'-9'
26
11'-2"
25
8'-10"
23
20'-4'
31
B
6'
11'-4"
10'-1'
24
B
12'-2"
25
B
11'-8'
25
B
9'-1"
23
21'-2'
30
8'-10'
25
10'-9"
28
10'-3'
26
8'-4'
24
B
18'-8"
32
B
7'
9'-8-
. 4'
24
B
11'-3'
26
B
10'-9'
25
B
B'-8'
24
19'-7'
31
8'-3'
25
10'-0•
27
9 -6'
27
8%0-
25
B
1 T-3'
32
B
8'
8'-6"
8'-g-
25
B
10'-7"
26
B
10'-1'
26
B
8'-3'
24
18'x"
32
26
9'-4'
28
8'-10"
27
T-6"
26
B
16'-2"
33
C
9'
T-7"
8'-3-
25
B
10'-0"
27
B
9'-7'
27
B
8'-0"
25
B
1 T-4"
32
T-3'
26
8'-10•
28
8' 6'
28
7'-1"
26
15'-3"
34
C
10'
6'-9'
T-10'
26
B
9'-6'
27
B
9'-1"
27
B
7'-7"
26
B
16'•6"
33
T-0'
27
8'-4'
29
8'-0'
28
6'-8'
27
14'-6"
34
C'
11'
6'-2'
Tr
26
B
9'-1"
28
ff'29
B
8'-8"
28
B
T-3•
26
15'-8•
33
6'-8'
27
8'-0'
T-8'
29
6'-4'
27
B
13'-10'
35
�'
12'
5'-8'
T-2-
27
B
8'-8"
28
B
8'-3'
28
B
7'-0'
26
15'-1'
34
6'-4'
28
T-8'
30
-4"
29
6'-2"
28
13'-3'
35
C
13'
F-2'
T -O-
6'-2'
27
28
B
8'-4'
29
B
8'-0"
29
B
6'-8"
27
B
14'-6"
34
C
T-4'
30
T-1'
30
5'-10"
28
12'-9"
36
E
10#
L.L. 90
MPH -
FREESTANDING
SOLID
COVERS
12'
OR LESS
EXP. B
& C
5'18
12'-0" 28
G
14'-6' 29
G
13'-9" 2s
G
1 o' -z• 2s
25'-2' 34
1' 29
13'-7" 30
H
13'-0" 30
H
9'-9" 28
G
23'-8" 35 J
22'-2" 32 1
6'
11'-0" 27
G
12'-9" 28
G
12 8" 28
G
9'-7' 26
10'-3' 28
12'-1' 29
11'-10 29
9'-2' 27
G
20'-8" 34 J
20'-6" 32 1
T
10'-2" 26
G
11'-10' 28
G
11'-8' 27
G
9'-1" 26
9'-T 28
11'-2" 29
11'-0" 29
8'-9' 27
G
19' 4" 33 J
19'-3" 31 H
8'
9
9'-6' 26
G
11'-1' 27
G
11'-0" 27
G
8'-9^ 25
s'-0• 27
10'-4" 28
10'-3^ 28
a' 4• 27
G
1 Tom• 32 J
17'-6" 30 H
9'
9'-0" 26
G
10'-6" 27
G
10'x' 27
G
8'4" 25
8'-6' 27
9'-5' 28
9'-9' 28
8'-1' 27
G
16' 4" 32 I
16'-7" 30 H
10'
8'-7-
'-7- 26
G
9'-0" 26
G
9'-10" 26
G
8'-1' 25
8'-1' 28
8' 11" 28
9'-0' 28
7'-9' 28
G
15'-7" 32 1 ON
15'-14 3 G
Of Fti
11'
8' T-8' 229
G191
-118'-r 2
G
9 -4" 2
GG
7'-10" 27
29
'-1 o" 9
4"
G
�" 91
m
T-10' 28
8'-9' 28
9'-0' 28
7'-7"
12'
7'4'
G
G
G
28
G
14'-7' 29
tr-31lo
T-11' 29
8' 6' 29
T-1" 29
13'-8"
14'-0" 29 N0.
;10
7948
13'
T�-7- 28
G
8'-1' t2_8+G
8'-8' 28
G
7'-3' 28
G
T•1' 30
H
7'-7' 30
H
8'-2" 30
H
6'-9' 30
H
13'-2" 31
NOTE FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF + THE
MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6• EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHFn A FAFFQTAW" /vtUcoC
i
DRAWN BY
TOM CAMPBELL b ASSOCIATES, INC,
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERf 0196
DATE:: NONE ti
SCALE. NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 a 70 pd
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (061 ) T41,z107
ANO ATTACHED
HORIZ. NANO -
00.100 a 1I0 MPH118=1=1
AVE.. SACRAMENTO. CA OWN
SHEET 16 OF 33
1001 L 00 MPH
FAX 4011610 uWs0&nkrnwn1
i
10#
L.L.
90 MPH - ATTACHED SOLID COVERS
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
12' OR LESS
EXP. B & C
PATIO
DURAL PRODUCTS. INC.
DBL. 2"x6.5"x.032" BEAM/
DATE: 10012012
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
6268 ALPINE AVE.. SACRAMENTO. CA 66626
DBL. 3"x8" BEAM
SCALE: NONE
REVISED BY:
RANCHO CUCAMONG� CA (861) 7413107
AND
10 M l.L 100 MPH
80,100 6 110 MPH
3"x8" BEAM
SHEET 17 OF 33
EACH w/
A 3"x8"
STL.
INSERT
H
MAX.POST
SPACINOR
MAX.POST
NG
5 o
MAX.COL.
MAX.POST
S G
MIN,
FTG.
MAX.POST
SPACING
POST
MIN..POST
POST
MAX
SPACING
POST
PMOIST
OSPACINGN SLAB w
FORDBL.
3I x B• (NG
POST
TYPE
(NG
POST
TYPE
SPAN
(NG
TYPE
(NG
POST
TYPE
(SPAN)
(NG
TYPE
(IN.)
TYPE
( SPAN
(NG'
TYPE
(IN.)
TYPE
2*X6.5'X.03
BEAM
"
9' 10"
10'-2"
22
B
14'-2"
25
B
21'-1'
28
B
29'-0"
32
C
,
5
5
13'-7"
8._g"
9'-1"
g.-0.
9'-3"
23
12'-7"
26
18'-7'
30
33
23
B
13'-0'
26
B
19'-3T-0"
2931
B
2T23'-10
334
(�
6'
6'
11' 4"
8'-0"
8'-4-
8'-2'
8'-7"
24
11' 6"
27
24
B
12'-1"
26
B
1r-1
30
B
25'- '
3435
�'
�,
7'
9'-8"
T-6"
T10"
7'-7"
8'-1"
25
10'-8"
28
15'-9'
31
-2"
24
11'-3"
27
B
16'-8"
31
B
23'- 0'
X36
�'
8'
8,
8,�"
7'-0"
7'-6"
7'-1"
7'-7"
25
B
10'-0'
28
14'-9"
32
8"
25
10'-8"
28
B
15'-9'
31
B
22'-;
3537
E
g•
9'
7'-7"
6'-7"
T_1"
6'-9"
7'-3"
26
B
9'�"
29
3'-10"
33
9 _r
25
B
10'-2'
28
B
15' 0"
32
C
21'-1"
36
E
10'
10'
6'-9"
6'-3"
6'-9"
6'�"
6'-10"
26
9'-0"
29
13'-2"
33
18'-7"
37
25
9'-8'
29
B
14'-12
3234
C
20' ;;
3638
F
11'
11'
6'-2"
6' 0"
6'-6-
6'-1"
6'-8"
27
B
8'-7"
30
-7-
-7"
�•
2-
B
9'-3"
29
B
82'
3334
C
19'-1T-0"
3738
F
12'
12'
5'-8'
5'-9"
6' 3"
5'-10"
6' 4"
27
8'-T
30
1"
13'
S'-2"
26
B
8'-107'-10"
2931
B
13' 11'
3335
C
18' 66-3"
3738
5'-7"
5'-8"
28
7"
10#
L.L.
90 MPH - FREESTANDING
SOLID
COVERS
12' OR
LESS
EXP. B &
10'-4"
9'-7" 29 G
15'-6"
30
G
26'-3•
J0'-3"
34125
"
36
`�
5.
5,
9'�"
9'-1"
8'-10" 30 H
8'-9" 28 G
14'-6'
31
H
23' 6"
35
38
6'
14'-1" 29 G
24'-0" 33"
JT
35
J
6,
8'-7"
8'-6"
7'-10 29 G
7'-10" 27 G
13'-3"
30
H
21'-8'
34
-8"
37
�.
13'-1" 28
G
22'-3" 32"
34
J
T
7'-7"
7'-7"
7'-0" 28 G
7'-3" 28 G
12'-3"
30
19'-10"
3425'-8"
36
8'
12'-3" 28
20'-9" 32 1
34
J
8
T-2'
T-2"
6'-6" 29 G
s'-8" 28 G
11'-7"
29
G
18'-7"
33 J4'-1"
35
g�
1 ra' 27 G
19'-8" 31 1"
33
g,
8' 6"
6'-7"
5'-11 30 H
6'-3" 29 G
10' 6'
28
1T-7"
33 J2'
8"
35
1
11'-0' 27
18' 8" 31 H
33
J
10'
6'-3"
6'3"
5'-7" 31 H
5'9' 30 H
10'-0"
28
G
16'-8"
32 I20'
8"
34
10'-1" 27 G
T15'-10' 3132 H
32345'-8"
5'-4' 32 1
31 H
9' 6"
296-10"5'-6'
I9'-10"
9'-8' 28
1T-1" 30 H2"
32J
12'
5'-0"
S'7"
5'-0" 33 J
5'�" 31 H
9'-1"
29
G5'-3'
32 I9'-0"
3413'
13'
9'-3" 28 G
16' 4" 31 H"
32
'^
a'^ J
8'-9"
30
H
14' 8'
3218'-2"
35
FOOTNOTE: •SAMPLE• EXP. 0313
FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS lrJI
WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES 9
/'
MAY BE REDUCED B• EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. 4/��
SEE ALTERNATE FOOTING TABLES
SH 1. 10 VUK Al 1AC11LU a rKriES
ANFANG OUVERS
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
POST SPINO TABLE
LNE LOAD "
t6, 10 620 pd
PATIO
DURAL PRODUCTS. INC.
UPMO ERM 0185
DATE: 10012012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHED
HORIL WIND •
6268 ALPINE AVE.. SACRAMENTO. CA 66626
SCALE: NONE
REVISED BY:
RANCHO CUCAMONG� CA (861) 7413107
AND
10 M l.L 100 MPH
80,100 6 110 MPH
(616) 452-7021 FAX 4051616 .o0m
SHEET 17 OF 33
10# L.L. 100 MPH - ATTACHED
SOLID COVERS 12' OR LESS EXP. B & C
a
6. 5" G FFOORMM /
4" I -BEAM
4.5" / MAG GUTTER
DATE:. NONE
SCALE. ��
3" SQ. STEEL BEAM
7"I -BEAM '
3
MAX.COL
SPACING
MAX.POST FTG. MIN. FTG. MIN.
MAXPOST
SPACING
FTG.
MIN.
POST
FTG.
(IN.)
MIN.
POST
MAXPOST
SPACING
FTG.
MIN.
POST
FTG.
MIN.
POST
.POST
SPACING
FTG.
MIN.
POST
FTG.
MIN.
POST
MAX.POST
SPACING
FTG.
MIN.
FTG.
MIN.
SLAB(wJ
ON t
T�
TYPE
(��)
(IN.)
(
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN
(IN.)
TYPE
(IN.)
TYPE
POST POST
(SPAN) (IN.) (IN.)
) TYPE TYPE
5'
13'-7'
10'-0'
24
B
12'-0'
25
B
11'-0"
25
B
9'-0'
23
20'-9'
30
8'-9'
25
10'-T
26
10'-1'
26
8'-3'
24
B
18'-4"
32
B
6'
11'-4'
9'-1 • ,
25
B
11'-0'
26
B
10'-0"
26
B
8'-8"
24
19'-0"
31
8,.l.
26
9'-8
27
9'-3"
27
T-9"
25
B
16'-9"
33
B
7'
9'-$"
8'-0"
25
B
10'-2"
27
B
9'-8'
26
B
8'-1'
25
B
17'-8'
32
7' 6'
26
9'-0'
28
8'-7"
28
T-2'
26
34
B
8'
8'-6"
T-10"
26
B
9-7'
27
B
9'-1'
27
B
7'-7'
25
16'-6"
33
T-0'
27
8'-6'
29
8'-1'
28
6'-9'
27
B
14'-7"
34
c
9'
T-7"
T-6'
26
B
9'-0'
28
B
8'-7"
28
B
7'-2"
26
B
15'-7"
34
8'-T
27
8'-0'
29
T-7'
29
6' 4'
27
13'-9'
35
C
10'
6'-9'
7'-1
27
B
8'-T
29
B
8'-2"
28
B
6'-10'
27
B
14'-9"
34
6'-3'
28
T-7"
30
T-2"
29
6'-1'
28
13'-1'
36
C
11'
6'-2"
6'-g•
27
B
8'-2'
29
B
T-9'
29
B
6'-7"
27
B
14'-1"
35
28
T-3"
30
6'-10'
30
5'-9"
28
12'-6'
36
C
12'
6-8" -
28
B
T-10"
29
B
T 6'
29
B
6'-3"
27
13'-7"
35
5'-9'
29
7'-0'
31
6'-7'
30
5'-7'
29
B
12'-0"
37
C
C
13'
V-2"
6'-3•
28
29
B
T-7'
30
B
T-2'
29
B
6'-1"
28
B
13'-0'
36
6'-8'
31
8'�'
31
5'-4'
29
11'-6"
37
E
10#
L.L. 100
MPH
- FREESTANDING
SOLID
COVERS
12'
OR
LESS
EXP.
B &
C
5'
11' 4' 29 G
12'-9" 30 H
13'-1" 30
H
9'-10'
G
23'-1 35
10'-T 30 H
12'-6" 31 I
12'-3" 31
9,4
21'-6' 36 J
6,
10'4' 28 G
12'-2" 29 G
12'-0" 29 G
9'-3"
21'-1' 34'
9'-8' 29
11'-4' 31 H
11'-2' 31 H
8'-10"
G
19'-8' 35 J
��
9'-8' 28
G
11'-3" 29 G
11'-2" 29 G
8'-9"
19'-7" 33
9'-0" 29
10' 6' 30 H
10'-4' 30 H
8' 4'
G
17'-6" 34
8'
9' 1 ` 27
G.
1 o'-7' 28
G
10' 6' 28
G
8'-6"
G
17'-7" 32
6'-s" 2e
9'-5" 29
s' -s• 3o
8'-1"
16,-4' 34
9'
8'-7" 27
G
9'�' 27
G
9'-10' 28
G
8'-2"
16'-7" 32
8'-0' 29
8'-11 29
9'-2' 29
15' 6' 33
10'
8'"2" 28
G
9'-0' 28
G
9'-4" 28
G
7'-s"
G
15'-9' 31 H
T -T' 30
8'-2' 30
8'-9' 30
7'-3'
14'-2' 32 I
11'
T'9• 29 G
8'-8' 29 G
9'-0" 29 G
7' 6'
G
15'-0" 31 H
T-3' 30 H
T-9" 30 H
8'-4' 30 H
T-0"
H
13'-6" 32 1
12'
T-6" 29 G
8'-0- 29 G
8'-7" 29 G
7'-2"
G
13'-1 " 30 H�jy
T-0' 31 H
7'-5' 31 H
8'-0" 31 H
6' 8'
H
12'-10 32
13'-4' 31
S\RA (
P
13'
7--2• 30 G
T-8' 30 G
8'-3" 30 G
6'-10'
G
32 I
6'-11' 32 I
7'-8'
11'-10" 32
,�
NOTE FOOTNOTE: 'SAMPLE' * o. C
FOOTWG SHOWN REPRESENTS LENGTH OF r THE MAXIMUM COLUMN SPACING ON EXISTMO SLAB SHALL BE
EACH SIDE FIGURE
MID DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS INDICATES EXPOSURE B
WHERE SLAB OCCURS. CUBED FOOTWO Sim COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 6 a C. rt
SHT. 10 FOR ATTACHFO A FRFFCTaWM mAicec
�' �
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
JAPIq ERI 010b
DATE:. NONE
SCALE. ��
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENfNNEERJNG
POST 9P�No TABLE
FREESTANDING
10,10 a 10 paf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCA ONGA CA ()61) 711.2107
A
AND ATTACHED
MORIZ WIND -
)0.100 a 110 MPH
8260 ALPINE AVE., SACRAMENTO, CA )6a26
SHEET 18 OF 33
1AN
00 MPH
1e t62-7021 FAX •nlsl) aom
10# L.L. 100 MPH - ATTACHED SOLID
COVERS 12' OR LESS EXP. B
8L C
DBL. 2"3 x8" BEAMBEAM /
R p H ��
DBL. 3 x8 x.042 BEAM 3x8
BEAM w/INSERT
DBL. 3"x8" BEAM
>
3
EACH w/ A 3"x8" STL. INSERT
~
MAX.POST MAX.POST
SPACING SPACING
NG.
asT-YPE
MAX.POST
SPACING G
p
MAX.POST
MIN.G'
SPACING
MAxPosT
MAX.COL.
SPACING
03
1—
ON SLAB t
FOR DBL FOR 3' x B'
e
NG.I
(NC+•
TYPE
(NC''
TYPE
(N
(LING
POST
(NG
�
WG
NPE
25c8.57c.032 BEAM
5'
13'-7"
8'-10" 10'-2"
22
B
14'-8"
31 H 19'-0'
29
B
26'-8'
33
C
,
5
T-10" 9'-0"
23
13'-8"
32 I 16' 8'
31
23' 6'
34
6'
11'-4"
8'-2" 9'-3"
23
B
13'-4"
30 H 17'-3"
30
B
24'-4"
34
C
,
6
7'-2" 8'-2"
24
12'-6"
31 I 15'-3"
32
21'-0"
35
7'
9'-8"
T-7" 8'-7"
24
B
12'-6"
29 G 16'-1"
31
B
22'-7"
35
C
7,
6'-8" 7'-7"
25
11'-7"
31 H 14'-2"
33
19'-10"
36
8'
8'-6"
-1"
24
B
11' 8"
29 G 15'-1"
32
B
21'-2"
36
B
81
6'
25
10'-6"
30 H 13'-3'
33
37
E
9'
7'-7"
81-8" T-7"
25
B
11'-0"
29 14'-2"
G
33
B
20'-0"
36
E
91
6'-0" 6'-9"
26
9'-10
30 12'-6'
34
1T-7"
38
10'
6'-9"
6'-4- 7'-3"
25
B
10'-1'
28 G 13'-6"
33
C
19'-0"
37
E
10'
5'-8" 6'-4"
26
9'-5"
30 11'-10
35
16'-8"
39
11'
6'-2'
6'-1" 6'-10"
25
B
9'-T
29 G 12'-1
34
C
18'-1"
38
F
,
11
5'4' 6'-1"
27
8'-11"
30 H 11'-4"
35
161-W
39
12'
S'-8"
5''10" 6'-8"
26
B
9'-2"
29 G -3
34
C
1T-3
38
F
12'
5'-2" 5'-10"
27
8' 6"
31 H 10'-10'
36
15'-3"
40
13'
S'-2"
5'-8" 6'-4"
26
B
8'-10"
30 H 11'-1 "
35
C
16'-8"
39
F
13'
5'-0" 5'-8'
28
T-11"
32 I 10' 6"
36
14'-8"
40
10#
L.L. 100 MPH - FREESTANDING
SOLID COVERS
12' OR
LESS EXP. B
8L C
5'
9-9" 9'-7' 29 G
16'-3"
31
G
24'-0" 35
30'-8" 37 J
5'
e'-10 -10" 30 H
15'-0"
21'-1" 36
28'-7" 39 K
6
8'-8" 8'-9" 28 G
14' 10"
30
G
22'-0" 34
J
28'-0" 36 J
6'
7'-9" 7'-10 29 G
13'-8"
19'-3' 35
26'-1' 38 K
7
7'-8" T-10" 27 G
13'-8"
30
G
20'-4" 34
26'-0" 36
J
T
T-2" r -W 28 G
12' 8"
T-10 35 `�
24'-2" 37
81
7'-3" 7'-3" 28 G
12'-1
29
G
19'-1' 33 J
24'-3" 35 J
81
6'-6" 6'-6" 29 G
11'-10"
16'-8" 32
2' 10" 36
91
6'-7" 6'-8" 28 G
12'-1"
29
G
18'-0" 32
J
22'-1 35
J
91
6'-1" 5'-11 30 H
11'-2"
15'-9' 33
20'-7" 36
10'
6'-3' 6'-3" 29 G
11' 6"
28
G
1T-1" 32 1
21'-0" 34 J
10'
5'-7' 5'-7" 31 H
10'-7"
5'-0" 33 J
19'-7" 35 1
11
5'-9" 5'-9" 30 H
10'-11"
28
G
16'-3' 32 1
20'-0 33 J
,
11
5'-4" 5' 4" 32 I
10'-1"
14'-3" 33 J
18' 8' 35 1
Q{�
12'
5'-6- 5'-6" 31 H
10' 6"
29
Cj
5'-7" 31 H
19'- J
4'-11" 5'-0" 33 J
9'-8"
13'-8" 32 I
1T-2" 35 1
13
5'-1" 5'-4" 31 H
10'-1"
29
H
15'-0" 31 H
18'-4" 34 J
4'-9" 4'-9" 33 J
9'-3'
13'-2" 32 I
16' 6' 36 1
NOTE*. FOOTNOTE: 'SAMPLE' 3
FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAYJMUM POST SPACING SHOWN FOR THE FIGURE INDICATES
MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 6 C.
SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS
DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. SOUD LIVE LOAD • PATI BY:
DATE: 10A11/l012 POST SPACINGTABLE 10, 206300H DURALUM PRODUCTS, INC. y`
LMOE-D195
SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING HOR1Z HAND " 6268 ALPINE AVE. SACRAMENTO, G 86626
AND ATTACHED
REVISED BY: RANCHO C UCAMONGA, G (051) 7414107 80,100 8 110 MPH
10 / LL 1ao MPH (036) 462.7021 FAX 403.1516 a1w�0urMmwm SHEET 19 OF 33
948
L
_l*
DRAWN BY: EA.
DATE 1001Q012
10# L.L. 110 MPH - ATTACHED
SOLID COVERS 12' OR LESS EXP. B & C
LIVE LOM -
PATIO COVER SYSTEM AS MFG. BY:
6.5" ROLLFORM /
4" I -BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING
4.5"/ MAG GUTTER
1 3" SQ. STEEL BEAM
7" I
is
RANCHO CUC'JIMONC##A, G (96117 1.2107
MAG BEAM
HORI2. WIND "
90.100 s 110 MPH1(915)4W-M1
SM ALPINE AVE., SACRAMENTO. G 86620
SHEET 20 OF 33
-BEAM
-
MAXPOST
SPACI.
FTGSPACING
MIN.
FTG.
MIN.
MAX.POST
FTG.
MIN.
FTG.
MIN.
MAX�'T
SP.
FTGPOST
MIN.
FTG.
MIN.
MAXPOST
FTGPOST.
MIN.
FTG.
MIN.
MAX -POST
FTG.
MIN.
FTG.
MIN.
m 3
MAX.COL.
ONSLAS.
(SPAN)
(IN')
7�pE
(IN.)
TYPEPOST
(SPRISPACING
(IN.)
TYPEPOST
(IN.)
TYPE
(SPAN)
(IN.)
T E
(IN.)
POST
TYPE
SPACING
(SPAN)
(IN.)
TYPE
(IN.)
POST
TYPE
TYPE
(SPRIG
(IN.)
POST
TYPE
(IN.)
POST
TYPE
5'
13'-7"
9' 1"
8'-0'
25
26
B
10'-10'
26
B
10'-4'
26
B
8'-4"
24
B
18'-10"
31
B
9'-6'
27
9'-2-
27
7'-8'
25
16' 8"
33
6'
11'-4"
8'-3•
T-3'
25
27
B
1 V--0
27
B
9'-6"
27
B
8'-0"
25
B
17'-3"
32
B
8'-9"
28
8'�'
28
T-1"
26
15'-3-
34
7'
9.-8"
7'-8'
6'-9'
26
27
B
9'-3"
28
B
8'-10"
27
B
T4'
26
B
16'-0"
33
B
8'-2'
29
T-9'
29
6'-7"
27
14'-2'
35
8'
8'-6"
T-2'
27
B
8'-8"
28
B
8'-3'
28
B
T -O"
26
B
15'-0"
34
C
6'�'
28
7'-8'
30
7'-3'
29
6'-2'
28
13'-3"
36
9'
7'-7'
6'-9'
6'-0'
27
28
B
8'-2'
29
B
T-9'
28
B
6'-7"
27
B
14'-2.,
35
C
T-3"
30
6'-10"
30
5'-9"
28
12'-6"
36
10'
6'-9'
6'-6"
5-8'
28
29
B
T-9"
29
B
T-6'
29
B
6'-2"
27
B
13'-6"
35
C
6'-10"
31
6'-T
30
5'-6"
29
1'-10"
37
11'
6'-2"
6'-2"
5
28
29
B
T-6*
30-1"
29
B
6'-0'
28
B
12'-10"
36
C
-6'
6'-7'
31
6'-T
31
5'-3"
29
11'-4'
38
12'
S'-8'
5'-10'
5'-3'
29
B
T-2'
30
B
6'-9"
30
B
5'-8"
28
B
12'-3"
36
C
30
6'-3'
32
6'-1'
31
5'•1"
30
10'-10"
38
13'
5'-2"
29
B
6'-10"
31
B
6'-7"
30
B
5'-6"
29
B
11'-9"
37
C
30
6'-1'
32
5'-9"
32
4'-10"
30
10' 6"
39
E
10# L.L. 110 MPH - FREESTANDING
SOLID COVERS 12' OR LESS EXP. B
& C
5'
H1'-8'
10'-9' 3018'4��
' 31 H
12'-6' 31 H
9'-6" 29 G
21'-10' 36
10'-1' 31
32 J
11'-7" 32 J
9'•1" 30 H
20'-2" 38 J
6,
9'-10' 29 G"
30 H
11'-4" 30 H
9'-0' 28 G
20'-0" 35
9'-2' 31 H0'-8"
32 I
10'-T 32 I
8'-6' 30 H
18'-6" 37 J
7'
9'-2" 29 G"
30
30 G
10'-7" 30 G
8'-6" 28
G
18'-7' 34
J
8' 6' H9'
6' 31 H
9'-9" 31 H
8'-1' 30
16 6" 36
8.
8'-T 28
29 G8'-11
29 G
9'-10' 29 G
8'-2" 28
G
16'-8" 33
J
8'-0'
30 H
9'-2" 31 H
7'-8" 29
15'-6' 35
9.
8'-2' 28 G
28 G
9' 4" 29 G
T-10" 28 G
15'-9" 33
T -T 30 H'-5'
30 H
8'-8' 30 H
7'-3" 30 H
14'-1' 34 J
10'
T -g- 29 G
29 G
8'-10" 29 G
T 6" 29 G
14'-6' 32 I
T-2' 31 H7'-6'
31 H
8'-3' 31 H
6'-10" 31 H
13' 4" 34 J
11'
7 4' 30 H'
30 H
8'-6' 30 H
T1" 30 H
13'-8" 326-10'
32 1T
4' 32 I
7'-10' 32 I
6'-7" 32 I
12'-3' 33
12'
T"1� 31 H31
H
8'-2' 31 H
6'-9" 31 H
13'-2" 326'-T
33 I6'-9'
33 J
T-7' 33 J
6'�'33J11'-9"13'
6'-9" 31 H
31 H
T-10' 31 H
6'-7' 31 H
12'2" 32
33 J'-0'
33 J
T-3" 33: J
6'-1 33 J
* C379
NOTE_ FOOTNOTE: *SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS --a
WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES
MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. lJ�
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B b C.
SHT. 10 FOR ATTACHED 6 FREESTANOWG COVERS
_l*
DRAWN BY: EA.
DATE 1001Q012
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
OST SPACING TABLE
LIVE LOM -
PATIO COVER SYSTEM AS MFG. BY:
IAPMO .0,96SCJLLE.
NOW
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGFREESTANDING
1108L.L.
10, 20 8 30 pd
1
DURALUM PRODUCTS, INC.
REWSED BY:
RANCHO CUC'JIMONC##A, G (96117 1.2107
AND ATTACHED
HORI2. WIND "
90.100 s 110 MPH1(915)4W-M1
SM ALPINE AVE., SACRAMENTO. G 86620
SHEET 20 OF 33
90 MPH
FM Q3.1618
_l*
10# L.L. 110 MPH - ATTACHED SOLID COVERS
>
6'-6" 8'-1"
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
MIN.
rt 3
(SPAN) (IN.)
3"x8" BEAM
TYPE
33
?4'-2"
19'-2"
L. L.
34
MAXPOST MAX.POST
5'
21'-4"
5-
8'-2"
MAX POST
30
29
22'-2•
35
MAX.POST
6,
17
9'
7'-7"
o
MAX.COL.
B
SPACING
SPACING SPACING
FTG.
P03T
�G'
B
SPACING
FTG.
H
FTG.
2'-10
SPACING
FTG.
7' 8"
FTG.
MIN.
I-
ON SLAB*
FOR DBL. FOR 3' x 8"
(IN.)
TYPE
(IN.)
POI$T
TYPE
(SPAN)
(IN.)
PMOIST
TYPE
(IN.)
POST
TYPE
(SPAN)
(IN.)
POST
TYPE
(IN.)
TYPE
17'-2"
2"x6.5'x.03 BEAM
5'-2" 6'-4'X
1 T-6'
26
T-4'
7'
32
1 v-9" 31 H
10'-9"
J
36
1;
11
5'
13'-7"
8'-1" 10'-2"
B
22
B
11'-7"
11'-8"
27
B
1T-2"
30
B
6'-8" 7'-3" 28 G
27
7'-2" 9'-0"
7'-0"
23
32
10'-3"
10'-3'
28
36
15'-2"
11
32
31
6
11' 4 „
7'-6" 9'-3'
23
B
101-8'
28
B
15'-9"
31
B
5'-8"
4'-9" 5'-10"
6'-7- 8'-2"
27
24
6' 8"
9'-4"
32
29
9'-10'
13'-10
37
33
�3-
7,
9,-8"
6'-10" 8'-7'
24
B
9'-10'
28
B
14'-T
32
B
1
5'-7'
6'-1" 7'-7"
4' 7" 5' 8"
25
28
8' 8"
6'-6"
30
33
2'-10"
9'-6"
34
37
v0L-. J AO DCPWI
8'-6"
6'-6" 8'-1"
EACH w/ A 3"x8" STL. INSERT
24
MAXSPACING FT G•
MIN. FTG
MIN.
rt 3
(SPAN) (IN.)
PTYPE ON.)
TYPE
33
?4'-2"
19'-2"
L. L.
34
C
5'
21'-4"
5-
8'-2"
36
30
29
22'-2•
35
C
6,
17
9'
7'-7"
37
25
B
8'-9"
36
C
T
8'
8'-6"
6'-6" 8'-1"
22'-9"
24
B
9'-3"
36
29
B
13'-8"
HORIL WIND •
33
B
19'-2"
L. L.
110 MPH - FREESTANDING SOLID COVERS
5'-9" 7'-1"
20'-0 "
25
5-
8'-2"
8'-11"
30
29
12'-1"
J
34
14'-0"
17
9'
7'-7"
6'-1" 7'-7'
25
B
8'-9"
30
B
12'-10"
34
B
18'-1"
H
6'-9"
2'-10
26
7' 8"
31
37
11' 4"
35
C
1 E
10'
6'-9"
5'-9" 7'-3"
25
B
8'-3"
30
B
12'-3"
34
C
17'-2"
J
5'-2" 6'-4'X
1 T-6'
26
T-4'
7'
32
1 v-9" 31 H
10'-9"
J
36
1;
11
6'-2"
5'-7" 6'-10"
25
B
7'-10"
31
B
11'-8"
35
c
16'4"
5'-0" 6'-1 "
6'-8" 7'-3" 28 G
27
17'-0" 34
7'-0"
32
6'-1"
10'-3'
29
36
G
11
9'-10'
31
5'-4" 6'-8"
26
B
T-7"
31
B
1 -2"
35
C
1 '-9"
12'
5'-8"
4'-9" 5'-10"
27
5.11
6' 8"
32
9'-10'
31
37
H
�3-
13'
S'-2'
5-2-6'-4"
26
10
7'-3"
31 `
B
10'-9"
36
C
1
5'-7'
31
4' 7" 5' 8"
H
28
B
6'-6"
33
9'-6"
34
37
1.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 6 FREESTANDING COVERS
• THE MAXIMUM COLUMN SPACING ON EXISTING SUB SWILL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
29'-1"
-10"
2'OR LESS
711• 3 A, K
24'-8"
37
J
22'-9"
39
.
DURALUM PRODUCTS, INC.
23'-1"
36
J
20'-7"
38
HORIL WIND •
21'-0"
35
10#
L. L.
110 MPH - FREESTANDING SOLID COVERS
AND ATTACHED
1001-1- 100 MPH
20'-0 "
3 5
5-
18'-6•
8'-11"
9'-7"
29
G
J
17'-0"
14'-0"
32
1
J
21'-9"
36
J
16'-1
35
J
15'-7"
-10"
10.
30
H
2'-10
33
J
19'-2'
37
6
8'-2" 8'-9" 28 G
12' 9" 31 H
19'-1 ' 35
J
7'-4"
T-10
29
G
11'-9"
33
J
1 T-6'
36
7'
T-4" 7'-10" 27 G
1 v-9" 31 H
18'-6" 34
J
6'-7"
T-0"
28
G
10'-7"
32
1
16'-2"
35
81
6'-8" 7'-3" 28 G
10'-8" 30 G
17'-0" 34
J
6'-1"
6'-0"
29
G
9'-10'
31
H
15'-2"
35
9,
6'-3" 6'-8" 28 G
10'-1" 29 G
16'-3" 33
J
5'-7'
5.11
30
H
9'-3"
31
H
14'-4'
34
10
5'-9" 6'-3" 29 G
9'-7" 29 G
33
J
5'-4"
5'-7'
31
H
8'-10'
31
H
13'-7"
34
11'
S'-6" 5'-9" 30 H
9'-1" 30 H
14'-9" 32
4'-10"
5'-4"
32
I
8'-1"
32
1
13'-0'
34
J
S -0" 5'-6" 31 H
8'-9" 31 H
4'-2
I
12'
4'-8"
5'-0"
33
J
7'-10'
33
J
12'-6"
34
J
13'
4 -10" 5'-4" 31 H
8'-l:---_-31 H
13'-T' 33
4'-5"
4'-9"
33
J
T-'
33
J
12'-0"
35
J
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 6 FREESTANDING COVERS
• THE MAXIMUM COLUMN SPACING ON EXISTING SUB SWILL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
29'-1"
-10"
2'OR LESS
711• 3 A, K
24'-8"
37
J
22'-9"
39
.
DURALUM PRODUCTS, INC.
23'-1"
36
J
20'-7"
38
HORIL WIND •
21'-0"
35
19'-6"
37
AND ATTACHED
1001-1- 100 MPH
20'-0 "
3 5
J
18'-6•
37
19'-0"
35
J
17'-0"
37
18-
J
16'-2"
37
16'-1
35
J
15'-7"
38
FOOTNOTE: *SAMPLE'
FIGURE INDICATES EXPOSURE B
—a FIGURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B A C.
3'
DRAWN BY: E.N.
DATE: 100112012
TOM CAMPBELL 6 ASSOCIATES, INC.
SOLD
POST SPAONG TABLE
LNE IOAD •
10, m & 70 pof
.
DURALUM PRODUCTS, INC.
IAPMO ERN 010.5
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGOIEERING
FREESTANDM70
HORIL WIND •
6260 ALPINE AVE.. SACRAMENTO, CA 06616
REVISED B':
RANCHO CUCAIAOIIOA CA (061) 711.2107
AND ATTACHED
1001-1- 100 MPH
00.100 a 110 MPH
(016) 462-7021 FAX 4011510 wwpdu.um com
SHEET 21 OF 33
ORAWN BY. E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD •
ATIO COVER SYSTEM AS MFG. BY:
IAPMO Era olds
DATE: 10Xi1lM12
SCALE NONE
COMMERCAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SSOLID TABLE
FRSPACIN TA
10.20 a 30 Pd
URALUM PRODUCTS, INC.
1181462-7MI
R�� B':
RANCHO CUCAAIOIVGA. CA (961) 741-21 Cr?
AND ATT
A
HORiZ WIPO •
90,100 a 110 MPH
69 ALPINE AVE.. SACRAMENTO, CA 968?B
SHEET 22 OF 33
20# L.L. 110 MPH
- ATTACHED SOLID COVERS
10N 90 MP
90 MPH
FAX403-1510 Lffsk oom
12'
OR LESS
EXP. B & C
6.5" ROLLFORM /
MAG BEAM
4" I -BEAM
4.5"/ MAG GUTTER
1 3" SQ. STEEL BEAM
7" I -BEAM
MAX.POST
FTG.
MIN.
FTG.
MIN.
MAX POST
FTG.
MIN.
FTG.
MIN.
MAX.POST
FTG.
MIN.
FTG.
MIN.
MAXPOST
FTG
MIN.
FTG.
MIN.
m 3
MAXCOL.
MAX.
MIN.
MIN.
�-
SPACING
ON SLAB*POST
(SPAN)
(IN.)
TYPPOSE
(�)
TYPE
(SPAN)
(IN.)E
POST
(IN.)
POST
S(SPAN)
(IN.)
(IN.)
TYPE
SPACING
(IN.)T
(IN.)
FTG.
(IN) �wE
FTG.
(IN.)
TYPE
TYPPOSE
TPOSTYPE
(SPANSPACIN)
TYPE
5'
13'-7"
9'-1"V:f29
25
B
10'-10'
26
B
10'-8'
26
B
8'�"
24
B
18'-10"
31
8'-0'26
9'-8"
27
9'-6'
27
T-8"
25
16'-8"
33
C
11'x'
8'-3'25
T-3'27
B
9'-7'
27
B
9'-9"
27
B
8'-0'
25
B
16'-8"
32
6'
C
8'-9"
28
9'-8'
28
7'-1"
26
15'-3'
34
7'
E
9'-8-
T-8'26
6'-9'27
B
8'-11'
27
B
9'-1'
28
B
7'-4"
26
B
15'-4"
33
8'-2"
29
8'-1"
29
6'-7'
27
14'-2'
35
C
8'-6'
T-2'27
6'-4'28
B
8'-0'
28
B
8'-r
28
B
T-0'
26
B
13'-10"
33
8'
E
7'-8"
30
7'-r
30
6'-2"
28
12'-9"
35
9'
T -r
6'-9'27
6'-0'28
B
Ta"
28
B
8'-1'
29
B
6'-7"
27
B
13' 2"
34
F
T-0"
30
7'-2'
30
5'-9'
28
12'-1"
36
10'
6'-9'
6'-6-28
5'-8'
B
6'-11'
28
B
T-8'
29
B
6'-2"
27
B
12'-1"
34
F
6'-7'
30
6'-9'
31
5'-6"
29
11'-1"
36
11'
6'-2"
6'-2-
5'-6'
28
29
B
6'-8'
29
B
T-3`
30
B
6'-0"
28
B
11'-6"
35
F
6'-1'
31
6' 6'
31
5'-3'
29
10'-r
37
S'_g•
29
B
6'-1'
29
C
T-0'
30
B
5'-8"
28
B
10'-7"
35
12'
F
5'-3'
30
5'-9"
31
B
6'-2'
32
5'-1"
30
9'-8"
37
'
13'
S'-2"
5-8
29
B
5'-10'
29
C
6'-9'
31
C
5'-6"
29
B
10' 1"
35
5'-1'
30
5'-5"
31
6'-0'
32
4'-10"
30
g'�"
37
F
20# L.L. 110 MPH
- FREESTANDING
SOLID COVERS
12' OR LESS
EXP. B
& C
5.
8'-9' 30 H0'
9'-3' 29 G161-5"
' 3o H
10'-8'
30
G
8'-7"
28
G
19'-6"
35,J
-r 32 I
10'-1'
31
H
8'-3"
30
18'-4"
37
8'-6' 26 G'
8'-1' 309'-8'
29 G
9'-9'
29
G
8'-1"
28
G
6'
17'-9"
34 J
31 H
9'-3'
31.
H
7'-9'
29
16'-9"
36
T-10' 27
7'-6' 29 G9'-0'
29 G
9'-1"
29
G
7'-7"
27
G
7,
16'-6'
33 J
30 H
8'-7"
30
H
7'-2"
29
15'-7"
35
T 4' 28"
T-0' 29 G8'-0'30
28 G
8'-0'
28
G
T-1"
28
G
8•
15'-4"
33
H
81'
30
6'-9'
29
14'-7"348.
T -O" 28 G
28
H
8'-1'
28
H
6'-8'
28
G
14'-7"
6-T 30 H'-0'
30
r -r30
6'-4"
30
H
13'_g•
34
q�6'-8'
29 G
29
H
7'-8"
29
H
6'-4'
29
G
13'-9"
32P10'
6'-3' 31 HT
-7' 31
7'-2'31
61'
31
H
13'-1"
336.-4"30
H
30 H
T-3'
30
H
6' 1'
30
H
13'-2"
316'-0'
32 I7'-3'
31 I
6-10'
32
I
5'-9'
32
I
12'-6"
33
3
94812'
12'-8"
31
-31 H31
H
T-0' 31 H
5'-10' 31 H
5'-9' 33 JT_o.
33 J
6-7'
33
J
5-7'
33
J
11'-7"
33
5'-10' 31 H
31 H
6'-9"31
H
5'-8"
31
H
13'
12'-2"
32 I
5-r 33 J'-5"
33 J
6'-4"
33
J
5'-4"
33
J
11'-1•
34 J
Nqh:
FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WRHOUT SLAB.
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
FIGURE INDICATES EXPOSURE B �J
WFIERE SLAB OCCURS. CUBED FOOTING SIZE
MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY.
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
lr_
I�
FIGURE INDICATES EXPOSURE C
SEE
ALTERNATE FOOTING TABLES
WHERE ONLY ONE FIGURE
SHOWN INDICATES EXP. 8 8 C.
SHT. 10 FOR ATTACHED A FREESTANDING Cl]HFRR
ORAWN BY. E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD •
ATIO COVER SYSTEM AS MFG. BY:
IAPMO Era olds
DATE: 10Xi1lM12
SCALE NONE
COMMERCAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SSOLID TABLE
FRSPACIN TA
10.20 a 30 Pd
URALUM PRODUCTS, INC.
1181462-7MI
R�� B':
RANCHO CUCAAIOIVGA. CA (961) 741-21 Cr?
AND ATT
A
HORiZ WIPO •
90,100 a 110 MPH
69 ALPINE AVE.. SACRAMENTO, CA 968?B
SHEET 22 OF 33
10N 90 MP
90 MPH
FAX403-1510 Lffsk oom
20# L.L. 110 MPH - ATTACHED SOLID
COVERS 12' OR LESS EXP. B 8L C
5-6 6-1
14'-4" 32 1
13'-7" 34 J
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
5'-9" 31
DBL. 3"x8" BEAM >
5'-5" 5'-10" 30
11'
3"x8" BEAM
5'-0" 5'-3" 32
J
5'-1" 5'-7" 31
12'
EACH w/ A 3"x8" STL. INSERT
MAX.POST
SPACING
FTG.
POST
FTG.
PMIIN.OST
MAX.POST
SPACING
FTG•
FMOISNT
N.
FTC'' POST
pMAXCOL.
Lo 9
SPACING
MAX.POST 501
SPACING FTC' POST �C' POST m
MAX.POST MAX.POST
SPACING SPACING
FTG.
FTG.
POST
F
ON SLAB*
ON
FOR DBL. FOR 3' x S'
(IN.)
POINT
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN') TYPE
(SPAN) (IN.) TYPE (IN.) TYPE
2'x8.5'x.03 BEAM
"
r -s" 7'-1 r
24
12'-0"
27
B
16'-6"
30 C
25'-1"
34
E 5-
5'
13'-7"
7'-1" 7'-5"
25
B
11' 4"
29
15'-2"
32 B
21'-0"
37
6'-7" 7'-3'
24
B
11'-0"
28
B
15' 1'
31
�'
22-1 "
36
F 6'
6'
11'-4"
6'-3" 6'-8"
26
10'-0"
29
T-10"
33
19'-6"
37
6'-1" 6'-5"
25
B
9'-9"
28
B
13'-6'2'-10'
3133 C
20'-68-1"
3638
F 7'
7'
9'-8"
5'-7" 6'-1"
26
9'-3"
30
8'
8,-6.
5'-6" 5'-10"
25
B
9'-2"
29
B
12' 8"
32 C
19-27
3739
F 8'
5'-0" 5'-6"
27
8'-5'
31
12'-1'
34
-0"
9'
7'-7"
5'-0" 5'-6"
25
B
8'-5"
29
B
11'-6"
32 E
"
[]n6'-0-
38
F 9'
5'-2"
27
7'-11"
31
11'x'
34
40
4-9-5'-1"
26
B
7'-11 "
30
B
10'- 1 0.-9"
3335 E
i 6'-0 S
38
F 10,
10'
6'-9"
4' 4. 4'-9 ^
27
7'-5"
32
-2'
0
4'-4" 4'-10"
26
7'-7"
30
C
9 110'-3"
33 F
15'-94
3 41
F 11'
11'
6'-2"
4'-0" 4'-5"
27
B
6'-11"
32
5 E
-8"
4'-6"
26
T-3"
31
C
9-09'-10"
3335 F
15'13'-10"
39-
F 12'
12'
3'-10" 4'-3"
28
41
T-11' 4'-4"
27
B
6'-9"
31
r
8'-10'
34 F
14'-03
".:
3 42
F 13'
13'
5'-2"
3'-6" T-11"
28
6'-4"
33
9'-6"
36
20#
L.L.
110 MPH - FREESTANDING
SOLID
COVERS
12' OR
LESS
EXP. B 8L C
8'-4" 8'-6" 28
G
12'-0" 27 H
20'-3" 35
J
24' 1 "
37
J
K
5,
5'
7'-10" '-1' 30
11'-3- 29 I
19'-2' 37
23'-6"
39
6'
7'-8" r-9" 27
10'-10" 28 H
18'-6" 34
J
22'-9"
36
J
K
6
7'-2" 7' d" 29 G
10'-3" 29 I
17'-6" 36
21'-6"
38
7'
,
7'-1" 7'-3" 27
G
10'-2" 28 G
1T-2" 34
J
21'-1"
36
J
7
6' 8" 6'-10" 28
9'-7" 30 H
16'-2" 35
19'-10
37
8'
6'-8" 6'-9" 28
9'-6" 29
H
16'-1" 33
J
19'-9"
35
8
6'-0" 6'-6" 28 G
9'-0" 31
35
18 8'
37
9'
6'-3" 6'-4" 28 G
9'-0" 29
15'-2' 33
J
18'-8"
34
J
9'
30 H
31 H
14'-4" 34
1 r -r
36
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS. CUBED FOOTING SIZE
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
H
I
8'-0^ 30
8'-1" 32 H
5-6 6-1
14'-4" 32 1
13'-7" 34 J
UVF LOADSYSTEM
"
t9, 20 8 30 pd
5'-9" 6'-1" 29
10'
J
5'-9" 31
8'-2" 30 H
7'-8" 32 I
5'-5" 5'-10" 30
11'
34
36
5'-0" 5'-3" 32
J
5'-1" 5'-7" 31
12'
4 z 12'
,
4'-7" 5'-1" 33
13 -2 I
12 6" 34 J
16 -2
15'-3"
13'
J
A, A" A• O" 17
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS. CUBED FOOTING SIZE
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
H
I
8'-0^ 30
8'-1" 32 H
TOM CAMPBELL 6 ASSOCIATES. INC
14'-4" 32 1
13'-7" 34 J
UVF LOADSYSTEM
"
t9, 20 8 30 pd
17'-8"
16'-0"
34
36
J
CJ
8'-2" 30 H
7'-8" 32 I
13'-9" 32 I
13'-0" 34 J
16'-1
16'-0"
34
36
J
J
�
RANCHO CUraMONGr. CA (951) 741-210Tto,
4 z 12'
,
7'-9" 31 H
T-4' 32 J
13 -2 I
12 6" 34 J
16 -2
15'-3"
36
J
7' 6" 31 H
33 J
12'-B" 32 1
12'-0' 35 J
15'-7"
14'-8"
35
37
J
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: "SAMPLE" \N7:
11A
INDICATES EXPOSURE S -a
IN
FIGURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES. INC
POST SPACING TASTE
UVF LOADSYSTEM
"
t9, 20 8 30 pd
AS :
DURAIUM PRODUCTS, INC.
IAPMO Flu ot9s
DATE: tdCt2012
COMMERCVLL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORIZ WIND "
SM ALPINE AVE.. SACRAMENTO. CA 9592E
�
RANCHO CUraMONGr. CA (951) 741-210Tto,
D ATTED
LL tomo MMPH
90.100 a 110 MPH
(91e)452•rort FAX403-1519 ad;bsGdJnlItM an
SHEET 23 OF 33
REMED
30# L.L. 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B 81 C
AWN BY: E.N•
TOM CAMPBELL A ASSOCIATES, INC.
6.5" ROLLFORM /
MAG BEAM
4" I -BEAM
4.5" / MAG GUTTER
3" SQ. STEEL BEAM
7" I -BEAM
pCgT SPACE TABLE
FREESTANDING
MSPACI[NGPACING
FTG.
MIN.
PTYPEOST
FTG.
JMIN.
POST
MAXPOST
SPACINGTYPE
FTG.
MIN.
T
FTG.
MIN.
MAX.POST
SPACING
FTG.
MIN.
FTG.
MIN.
�•�T
FTG.
MIN.
FTG.
MIN.
MAX.POST
FfG.
MIN.
FTG.
MIN.
m;
MAX.COI
Imo-
ON SLAB*
(SPAN)
(IN.)
(IN.)
(SPAN)
CIN.)
n
(IN.)
TYPES
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
S3PANG
( )
(IN.)
POST
(IN.)
SPACIN
(IN.)
POST
(IN.)
POST
TPOST
YPE
(SPANG
)
TYPE
TYPE
5'
13'-7"
8'-3'
24
B
9'-3'
25
B
9'-6"
25
B
7'-8'
18
B
16'-1"
30
C
26
8'-10"
27
8'-10'
27
7'�'
20
15'-4"
32
E
6'
11' d"
T-7'
25
B
8'-6"
26
B
8'-0'
25
B
7'-0'
19
14'-2'
30
T-3'
27
T-9'
27
8'-0'
27
6'-8"
21
B
13'-7'
32
E
7'
9,-8-
T-1'
25
B
T-6'
26
B
T-9"
26
B
6'-0'
19
13'-1"
31
27
T-3'
28
7'-2"
. _
28
6'-0"
22
B
12'-1'
33
F
8'
8,-6-
6'-7'
26
B
6'-10'
26
B
T-0'
26
B
5'-11'
20
11'-9"
31
6'�'
28
6'-T
28
C
T-9'
28
5'-T
22
B
11'-3'
34
F
9'
T_7-
6'-3'
27
B
6' 6'
27
C
6'-6"
27
B
5' T
20
11' 2"
32
6'-0'
28
6'-1'
29
6'-1"
27
C
5'-1'
23
B
10'-3"
34
F
10'
6'-9"
6'-0"
27
B
5'-11'
27
C
6'-0'
27
C
5'-1'
21
10'-2'
32
5'-8"
29
5'-8'
29
5'-10"
29
4'-10'
23
B
9'-8"
34
F
11'
6'-2'
5-8'
27
B
5'-8'
27
c
5'-9'
28
C'
4'-10'
21
B
91-8"
33
5'-6'
29
5'-2'
29
5'13'
_
29
4'-8'
24
8'-11"
35
F
12'
S'-8'
' 6'
28
B
5'-2'
27
C
5'-4'
28
C
4' 8'
22
B
8'-11"
33
5'-3'
30
C
4'-11'
29
5'-0"
29
4'-4'
24
8' 6"
35
F
13'
5'-2"
5'-3"
28 J
C
4'-11'
28
C
5'-1'
28
C
4'-4"
22
B
8'-7"
33
30
4'-T
29
4'-9"
30
4'-2'
24
C
T-10'
35
F
30#
L.L. 110
MPH
- FREESTANDING
SOLID
COVERS
12'
OR
LESS
EXP. B
&
C
5'
8'-3' 28
G
29 G
9'-6' 29_-'G
8'-0' 28
17'-3' 34
T-10"
31 H
9'-1' 30 H
T-7' 29 G
16'-6' 36 J
15'-9' 33
6'
T-7" 27
G
29 G
E
8'-8' 28 G
7'-3' 27
T-3' 29
30 H
8'�" 30 H
7'-0' 28 G
J
15'-1'7'
14'-8' 32 1
2728
G
H
8'-1' 28 G
6'-9" 27
6'-0' 28
8'-1' 30
T-9' 29 H
6' 6" 28 G
13'-8" 32 I
8'
6'-T 28
G
8'-0' 28
H
7'-7" 28
H
6'-4" 28
G
6'-3' 29
T -T 29
T-3" 29
6'-6" 29
13'-1' 33 J
13'-0' 31 1
9'
6'-3' 28 G
T-6" 28
H
T-2' 28
H
6'-0' 28 G
6'-0- 30 H
T-2' 30
6'-10' 30
5'-9' 30 H
12'-4" 33 J
12'-3" 31 1
10'
T-2' 29
H
6'-9' 29
f'I
5'-8" 29 G
6'-9' 31
6'-6' 31
5'$" 31 H
11'-9' 33 J
11'-9" 31 1 `
FI I
11'
30
V5'4'
*1H
6'-9' 30 H
6'-0' 30 H
5'-6" 30 H
6'-6' 32 I
6'-2' 32 I
5' 2' 32 I
11'-2' 32 \ Y
11'3"
C/
12'
6'-T 31 H
6'-0' 31 H
T-3' 31 H
6'-3' 33 J
6'-W 33 J
5'-0" 33 J
F-3" 31 H
6'-3' 31 H
6'-0' 31 H
5'-1'
13'
31 H
10'-3" 31
5'-0' 33 J
6%0- 33 J
5'-8' 33 J
4'-9' 33 J
10'4' 33
948
' P. 0
ilx�
NOTE FOOTNOTE: 'SAMPLE''
FOOTING SHOWN REPRESENTS LENGTH OF * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SMALL BE FIGURE INDICATES EXPOSURE
EACH
B
SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS -[a
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EX
MAY BE REDUCED 6- EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED a FREESTANDING COVERS
AWN BY: E.N•
TOM CAMPBELL A ASSOCIATES, INC.
LIVE LAND -
PATIO COVER SYSTEM AS MFG. BY:
LAPMO ER! 0196
OATS 10A1l1012
SCALE: NONE
COMM�L AND RESIDENTIAL STRUCTURAL ENGINEERING
pCgT SPACE TABLE
FREESTANDING
19, 20 a 30 pM
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, G (9St) 7114101
AND ATTACHED
9H RI 8 11 o'�i,NH
OM ALPINE AVE., SACRAMENTO, G 95M
SHEET 24 OF 33
70 f LL 90 APH
916 /a7-7021 FAX {O11S19 mm
30# L.L.
110 MPH - ATTACHED SOLID COVERS
TOM CAMPBELL b ASSOCWTES, INC.
SOLA
POST SPACING TABLE01ROt2
LIVE LOAD"PATIOCOVERAS
0, 20 a x
SYSTEM:
DURALUM PRODUCTS. INC.
UPMOERI0175
E: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
12' OR LESS
EXP. -8 8L I
>
�F
DBL. 2"x6.5"x.032" BEAM
3"x8" BEAM
BY:
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM WINSERT
(776) 462.7021 FAX 4011517 mk000rskon cam
DBL. 3"x8" BEAM
EACH w/ A 3"x8" STL. INSERT
MAXPOST
MAXPOST
SPACING
GTPYPE
.)
MAX.POST
SPACING
GP�EG
MAXPOST
SPACING
G
G
MAXPOST
SPACING
G.
no
MAX.COL.
SPACING
50
ONSLAB•
ORDB.
FOR3"x8'
(NPOS(SPAN)
T
(N
POS(SPAN)(N
TYPE
OE(N
TY
POST
TYPE
IN
(N
PO
2'x8.5CG3
BEAM
5'
13'-7"
1515.-
6' -10"-5"
2 24
B
10'-3'9,-9"
2628
B
14'-83
2931
C
21
3335
F
51
.1"
�"
20 �•
191-8"
6'
11'x"
5-8- 6-2"
23
B
9'-5"
27
B
12'-1 '
29
E
34
6,
5'-5'
S' 8"
24
9'-0"
28
11'-10"
31
18'-9"
18'-2'
36
�,
9,-8"
5'-0" 5'-6"
23
B
8'-5'
27
C
11'-6"
30
F
35
F
,
4'-9'
5'-3-
25
8'-0"
29
B
11'-0'
32
E
16'-8-
16'-4"
37
8'
8'-6"
4'-9" 5'-2"
24
B
T-10"
27
C
10'-4"
30
F
35
F
8,
4'-4"
4'-10
25
T-7'
30
9'-10
32
15' 8"
15'-6'
37
9,
�,_�"
4'-4• 4' 9"
24
B
7'-5"
28
C
9'-9'
31
F
36
F
9'
26
6'-10'
30
9'-0"
32
14'-9"
14'-8'
38
10'
6'-9"
4'-0" 4'-4"
24
B
6'-10'
28
C
8'-11 •
31
F
36
F
,
10
3'-8"
4'-2"
26
6'-5"
30
8'-6"
33
13'-6"
IT -15"2'-10"
38
11'
6'-2"
3' 8' 4-2-
25
B
6'-5"
29
C
8'-6"T-9�
3133
F
3
F
11'
3'-6"
T-9'
26
6'-2"
31
12'-1
3g
12
5'-8"
"
3'-6- 3'-11"
25
B
6'-2"
29
E
T-9
31
F
37
F
12'
T-3"
3'-6"
26
5' 8"
31
7' 4"
33
11'-10
12'-4"
39
13'
5'-2"
3'-3'3,-0. 3'-7"3
2 27
C
5'-9"
X31
E
7'-5"7-1"
3234
F
37
F
13'
5.
B
5 6'
4.
40
30#
L.L.
110 MPH - FREESTANDING
SOLID COVERS
12' OR LESS
EXP. B
& I
5
7'-6-
T7-
27
G
10'-7"
30
G
18'-0"
34
22'-1"
38
J
5'
r-1 "
7'-3'
29
10'-2"
31
H
1 r-2'
36
21'-2'
38
6-
6
6'
6'-9' T-0- 27
G
9' 8' 29
H
16'-0" 33
J
20'-2' 35
J
6'-6"
6'-8"
28
9'-3"
31
15'-9'
35
19'-3"
37
,
7
6'-3" 6'-6" 27
G
9'-0" 28
H
15'-3" 33
J
18'-9" 34
J
s'-1"
s'-2•
28
8'-8•
3o
1 a'-7•
34
1 r-10"
36
,
8
81
6'-0" 6'-1' 28
G
8'-6' 28
H
14'-3" 32
1r 7' 34
J
5' 8'
5'-9"
29
8'-1"
30
13'-8'
34
J
16`-9"
36
9
9
5'-7" 5'-9" 28 G
8'-0" 28
H
13'-6" 32 1
16'-7" 33
J
5'-1"
5' 6"
30 H
7'-8'
30
12'-10
33
J
15'-9"
35
10
5'-1- 5'-6" 29 G
T-7" 29
H
12'-9" 31 1
15'-8' 33
J
4'-7"
5'-2'
31 H
T-3'
31
12'-3"
33
J
15'-0"
35
.
11'
4'-7' 5'-2' 30 H
7'-3" 30 H
12'-3" 31 1
15'-0" 32
J
4'-2"
5'-0'
32 I
T-0'
32
1
111-8'
33
J
14'-4"
35
12'
12'
4'-3" 5'-0" 31 H
7'-0" 31 H
11' 8" 31
J
14-4• 33
J
3'-10
4'-8"
33 J
6'-6"
33
J
11'-2'
33
13,-g*
35
13'
4'-0" 4'-8' 31 H
6' 8" 31 H
11'-3" 31
J
13'-9" 33
J
3'-7"
4'-3"
33 J
6'�'
33
J
10'-9"
33
13' 2"
36
NOTE:
FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS
WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 6 C.
SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS
Y
BYE.H.
F=TE7,
TOM CAMPBELL b ASSOCWTES, INC.
SOLA
POST SPACING TABLE01ROt2
LIVE LOAD"PATIOCOVERAS
0, 20 a x
SYSTEM:
DURALUM PRODUCTS. INC.
UPMOERI0175
E: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDINGACHED
HOR¢. WIND •
E2E7 ALPINE AVE.. SACRAMENTO. CA 7662ESED
BY:
RANCHO CUCAMONGA CA (751) 741-2107
IOAI�L� 100 MMPm
70.100 a 110 MPH
(776) 462.7021 FAX 4011517 mk000rskon cam
SHEET 25 OF 33
v
7" I -BEAM W/ (2) "C" SPLICES 12' OR LESS EXP. B & C
FREESTANDING & ATTACHED SOLID COVERS 20# L.L.
3537
30'-28
SOLID
POST ��� TABLE
90 MPH
F
100
MPH
110 MPH
336
F
jo
K 2T-2'24'-0" 35
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING ATTACHED
-10.
ir3
r
T
FTG.
MIN.
SP POSTING FTG.
MIN.
SP POST FTG.
MIN.
Sp
FTG.
MIN.
AC T FTG.
MIN. POST
Sp FTG.
MIN.
F
~
S�NPACP ING
(SPAN) �N')
POST TYPE
(SPAN) (IN')
POST
TYPE
(SPAN) (IN.)
TYPE
ACING
(SPAN)
(IN')
�E
(SPAN) ING (I"')
POST CNG
TYPE (SPAN) (IN.)
TYPE
25'-2.
24'-1'
30'.V 35
J
30' 1' 32
F
29'-0' 37
J
29'-2"
34
F
2T-10" 38
K 2T-2" 35
F
J
5,
28'-9' 37
F
28'=10" 34
J 231 37
27'-7' 39
Z
26'-4"
36
26'4" 40
24'-0" 37
22'-3.
2T 26.-3. 336
J
27' 26.x• 3335
F
26'-6"25'-2' 3938
J
26'-8"24'-1.
3537
F
25' 37, 3,39..:J
J 24'-9"21'-10.3838
F
23'1*
37
6,
22'-2" 36
21'-6" 38
J
F
22'-9' 35
J
22'-10• 37
F
24'-1' 9
K
0'-10'
39
25'-6'24'-4' 335
125'-7-24'
3436
F
24'7"23,-3. 3537
J
24'
3638
F
23
J 3739
23'-0"20
F
37
F
Z
7'
F
J
6.
21' 6• 3a
21'-7" 38
22 -3.
20'-r 36
-3.3739
K -3"
19'-8• 37
Q
,
8
23'-9• 33
24'-0• 35
F
23'-0' 35
F
23'-1'
37
F
22'-2• 36
J
F
40
J 19'-;;
F
D
22'-s• 35
`�
22'-10 37
20'-7.
21'-s• 3s
`�
20'-10'
39
0
20'-10 38
_w 1
9'
22'-6" 33
J
22'-7" 35
F
21'-8' 34
J
21'-9•
37
F
20'-10• 35
M1-638
J
F
W
19'-0' 33
21'-6' 34
19'-7• 39
21'-T 38
18'-8" 35
20'-r 36
17'-10•
19'-8•
39
1T-10 37
19'-8" 37
z
J
1 �,
323
21'-20
J
21'-6"20'-r 3 39
F
20'-; 9 335
I
20 88'
3
F
19'-98 3537
J
F
Z
40
4.
7,-10"
1 T-1.
-7'
J
8"
40
-0.
13'
J
18'-10. 38
20'-4• 32
18'-1 • 34
20'-6' 37
F
19'-r 33
::z35
J
19'-9'
39
F
16'-10• 35
J 18'1• 40
F
18'-1" 40
1T-2' 36
19-6' 33
J
19'-7' 39
18'-8' 5
1 T-10'
41
1 T-10 37
16'-3" 42
19'-6 8 323.
J
3
19 - 18
F
18, 7,-10. 3336
J
18' 17'-1.
3
F
18'-1 3538
J 1 T 4143
F
12'
�.
-9' 40
41
T 1.
15,-7"
13'
18'-9" 32
J
18'-10• 38
F
18'-1' 34
J
18'-2•
40
F
17'-4• 36
J 1T-0" 42
F
18 -W 34
18'-1 • 40
1 T-2" 36
16'-6`
42
16'-6' 38
15'-0' 43
_.nIW1A
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED !i EACH SIDE FOR FREESTANDING ONLY
SEE ALTERNATE f00T81G TABLES . �,n ���
FOOTNOTE: "SAMPLE*
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
----- -- - --
DRAWN BY: E.N.
3537
30'-28
SOLID
POST ��� TABLE
30'8 323
F
29'-0*2T
3739
J
291
336
F
27 - '38
K 2T-2'24'-0" 35
F
5,
-9.
J
-10.
16 467-7071 FAX 403-1519 a"
r
K
26'-4.
6'-4" 40
37
2T-6' 3436
J
2T- 6 3335
F
26' 3638
J
26'
3
F
3739
26-15"24'
J 24-91' 638
F
6,
-3.
d•
25'-2.
24'-1'
37
1.
K 10'
251
335
J
25'-7 3436
F
24' 23,-3. 3537
J
24'
3638
F
23' 3739
J 231 37
F
Z
��
24'x'
4 8"
22'-3.
22'-3.
K 20'-3" 39
Q
8
23'-9" 33
24'-0' 35
23'-0" 35
J
23'1*
37
F
22'-2" 36
21'-6" 38
J
F
22'-9' 35
J
22'-10• 37
F
21'-9' 36
0'-10'
39
20'-10 38
19'-0' 40
9,
22'-6' 33
J
22'-7" 35
F
21'-8" 34
J
21'-9"
37
F
20'-10' 35
20'-0• 39
J
F
21' 6• 3a
21'-7" 38
20'-r 36
19'-8•
39
19'-8• 37
1 T-10' 41
21 % 323
J
21 3639
F
20'- 9 3435
J
20'-88,•
38
F
19'-98,-8" 3537
40
J 19'-;;
F
D
1 �,
20'-4.
20'-7.
-7"
0
_w 1
20'-4" 32
20'-6• 37
F
19'-r 33
J
19'-9'
39
F
18'-10• 35
J
11'
19'-0' 33
J
19'-7• 39
18'-8" 35
17'-10•
41
1T-10 37
IT -6- 323
J
19' 18'-9" 3
F
18' 3336
J
18'-
3
F
18'-1 3538
J -41
M16-0"43
12'
'-8.
40
7,-10"
1 T-1.
41
T-1
13'
18'-9" 32
J
18'-10. 38
F
18'-1 • 34
J
18'-2"
40
F
1 Tom' 36
J
18'-0• 34
18'-1" 40
1T-2' 36
16'-0'
42
16'-6' 38
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED !i EACH SIDE FOR FREESTANDING ONLY
SEE ALTERNATE f00T81G TABLES . �,n ���
FOOTNOTE: "SAMPLE*
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
----- -- - --
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
POST ��� TABLE
LIVE LOAD "
t0, 70 6 30 PN
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
IAPMq ER/ 0196
DATE 10MIn017
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGItNEER1W
FREESTANDIHO
AND ATTACHED
61110
SNE AVE, SACRAMENTO. a Y667D
SHEET 32 OF 33
REVISED BY;
Rµ� q�0� CA (961) 741.7 tm
70 t LL 96116 MPH
901.100 MPH
16 467-7071 FAX 403-1519 a"
I
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL
WIND
DESIGN S.M.S
90 MPH #14 A 12' O.C.
100 MPH #14 ® 10" O.C.
110 MPH 1
NOTE: #14 SMS SHALL HAVE
A MIN. 1" PEN. INTO HEADER
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2009 IBC,
2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES.
PANEL TO HEADER BEAM CONN.
ki 7A
WALL FASTENERS
SEE TABLE SHEET 9
(AS SHOWN IN THIS
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
INSULATED ROOF PANEL
TO APPROVED
BEARING WALL SYSTEM
3UL
OF
OPTIONAL DECORATIVE FASCIA
#14 S.M.S. (WOOD. ALUM. OR HARDBORD)
SEE TABLE ABOVE 7
EXTRUDED
"IR3' GUTTER"
INSULATED ROOF PANEL
TO APPROVED .
NON-BEARING WALL SYSTEM
BEAM HEADER
SHOWN IN THIS REPORT)
aPANEALUM.ALLOY
6063-T6
L
.200'
4.450"
ALLFASTENERS
SEE TABLE SHEET 9
�--1.880"
3' OR 4.25" HANGER CHANNEL
EXTRUDED
DRIP EDGE
OPTIONAL NON-STRUCTURAL FASCIA
NOTE:
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS
EVALUATION REPORT MUST BE ICC -ESR 1230 EVALUATION REPORT AND/OR
DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS
COMPLYING WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL
RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010
CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM
PATIO COVER DRAWINGS INDICATED IN THIS REPORT.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD `PATIO
COVER SYSTEM AS '
WPMO ERM 0195
DATE: IMIr2012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
INSULATED ROOF
10, 20 a 30 Pd
DURALUM PRODUCTS. INC.
SCALE: NONE
PANEL CONNECTIONS
NORM WIND •
6288 ALPB� AVE.. SACRAMENTO. CA 95628
REVISED BY:
RANCHO CUCIMOWK CA (951)141-2107
90.100 a 115 MPNSHEET
(918) 1a2-7021 FAX403-1519 .aNs®Ovdrn.00m
W OF 33