08-1201 (PAT) PlansPATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
r GOVERNING CODES _
L17 -THE DESIGN COMPLIES WITH TH20
E 06 INTERNATIONAL BUILDING CODE, 2006 INTER -NATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE;
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: BO SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
SECTION 1804.3.1 OF THE IBC AND CBC.
26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON
STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
No. 3790
1
Exp. X311M
.V- -_ r- .
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT,
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES 8 AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2.
12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR. EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
ATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 ps1
URALUM PRODUCTS, INC.
FIA-SI-7-1
SCALE: NONE '
RANCHO CUCAMONGA, CA (951) 741-2107
_GENERAL NOTES
HORIZ. WIND =
269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 29
REVISED BY, K K & D P
R(11M1Aiin MPH
FAX 6f1:1.151Q calncmA„r�Ii,m nim
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAIL —
SOLID PANEL TYPES
T RE PRO ECT T FCESS T BAR/ES
ENCLOSED
SEE DETAIL FOR SPLICE
"O.H." NOT TO EXCEED 25%
SE FOR
POST
SEE
OPTIONAL: CANTILEVER
SQ. POSTS, SIZE VARIES
SCl/AC/NG
EDUCES
SEE SCHEDULE FOR
POST SPACING
ALTERNATE:
SOLID PANEL
OA.
31/2" SLAB ATTACHMENT
MAY BE USED WHERE
ALTERNATE:
OT7. E
OFS0 CEED
PERMITTED.
SINGLE POST
A INV
SEE SCHEDULE
SEESCHEDULE
lJO SPLICE AT THIS
MAX. HT.= 12'
POST
NOTE: NO SPLICE AT THIS
f
-.
POST ANDA END BAYS. Q,
FOOTING WHERE REQUIRED ✓
SEE SCHEDULE FOR FOOTING CUBE SIZE
3 1/2" SLAB
�C(�
k. NOT T
EkCEEO
NOTE: EACH COMPONENT IS INTEF� ,
MAY BE USED
TO CONSTRAIN /
CHANGEABLE WITH ANY OTHER
OFSP
COMPONTENT UNLESS OTHERWISE 0)
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE _
SO. POSTS, SIZE VARIES
3 112" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
OH MAY OENCCN' URE VgRIES
OSEp
�EESCHEOU�EES
"O.H." NOT TO EXCEED 25%
SE FOR
LIVE LOAD =
POSTS
OF SPAN
0
ALTERNATE:
SOLID PANEL
?5 pFS EkCE
SPAN EO
SINGLE POST
BEAM
SEE SCHEDULE
RANCHO CUCAMONGA. CA (951) 741.2107'
POST
SEESCNEO
HORIZ, WIND
NOTE
lJO SPLICE AT THIS
POST
D AT END BAYS.
No.
EXP.
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAILS
IUIN n 5" SI nPF PFR PT
SEE DETAIL FOR SPLICE -�
F
SI
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT F
MAY BE USED WHERE
PERMITTED. S
SEE SCHEDULE S
HT 12'
01000 _
ERE REQUIRED
S LE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
n r, f.
�l/ /I ALUMINUM 'HOF
ROOF PANEL MIN. 0.5' SLOPE PER FT. O.H STRUCTURE Vf
SEE SCHEDULE
FOR SPANS (MAY
1�•r1- —SPA NOTgEENCCOSEp�
FOOTING WHERE REQUIRED —,/FOOTING i, J � FOOTING WHERE REQUIRED —,/I Lz J
SEE SCHEDULE FOR FOOTING CUBE SIZE /� - SEE SCHEDULE FOR FOOTING CUBE SIZE /��J/
NOTE: EACH COMPONENT IS INTER-
, 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
"O.H." NOT TO EXCEED 25%
TOM CAMPBELL d ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
OF SPAN
DATE: 1 0/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
I
SEE DETAIL FOR SPLICE
DURALUM PRODUCTS, INC.
BEAM
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107'
POST
SEESCNEO
HORIZ, WIND
OPTI NAL: CANTLE
SHEET 2 OF 29
SQ. POSTS, SIZE VARIES
/ G
SE SCHEDULEOR
SPACING
l(9i6)452-7021 FAX 403-1519 sales@dumium.wm
3 1/2" SLAB
C
k. NOT T
EkCEEO
MAY BE USED
TO CONSTRAIN /
ALTERNATE:
SINGLE POST
OFSP
FOOTING, SEE
SCHEDULE
SEE SCHEDULE
NOTE
0 SPLICE A THIS
POST
D AT END BOYS.
FOOTING WHERE REQUIRED —,/FOOTING i, J � FOOTING WHERE REQUIRED —,/I Lz J
SEE SCHEDULE FOR FOOTING CUBE SIZE /� - SEE SCHEDULE FOR FOOTING CUBE SIZE /��J/
NOTE: EACH COMPONENT IS INTER-
, 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: K.K.
TOM CAMPBELL d ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1 0/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20'8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107'
STRUCTURES
HORIZ, WIND
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 2 OF 29
REVISED BY: K.K. 8 D.P.
90, 100'8110 MPH
l(9i6)452-7021 FAX 403-1519 sales@dumium.wm
RAFTE ABLE
FOROR SIZE — OPEN LATTICE TYPES
SIZ
AND SPACING • `
/`rT/A, ` NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SMAX'6HEDULE
J.
SEE SCHEDULE GBV/�O/ry0 MAY NOT BE ENCLOSED OR COVERED.
MAX. D.M. 0 \ RAFTER, SEE TABLE
25% OF SPAN - FOR 512E
AND SPACING
1
POSHEIGHT
SEE SCHEDULE
CE
MAY 3 01008
rt 6
LIVE LOAD =
MAX. PROD.
SEE SCHEDULE
JOB NO. GF07-0674
16.
RAFTER,SEE TABLE
FOR 512E
AND SOPIA�. /
O 6F
LENGTH OF STRUCTURE VARIES
1�
NqN G
NOTE: EACH COMPONENT IS INTER- "os eE USMAYED
OST WITH SIDE-
n O
1
PLATES SEE DETAIL
� sFFTgpCgC'1'G
STRUCTURES
F
1
MAY BE USED
NOTE: EACH COMPONENT IS INTER-
1/2'SLABATT
MAY BE USED V
CHANGEABLE WITH ANY OTHERSFF�
spgC
COMPONTENT UNLESS OTHERWISE SHOWN.
��F /HG SEE SCHEDULE
sFF
rge�Fo/NG
FOOTING WHERE REQUIRED/
OPEN LATTICE -TYPE PATIO COVER
SEE SCHED. FOR FOOTING CUB
NOTE: THIS OPEN LATTICE•TYPE STRUCTU
-SCALE: NTS MAY NOT BE ENCLOSED OR CO
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTUF
FOOTING WHERE REDUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
RAFTER, SEE TABLE MAX. PROD.
FOR SIZE SEE SCHE U E NOTE: THIS OPEN U
AND SPACING MAY NOT BE
MAX. O.H. O.H
25% OF SPAN
HEIGHT
LENGTH OF STRUCTURE VARIES
SEE POST
HEIGHT
1
I
1 �
I II LENGTH OF STRUCTURE VARIES
9
Ep/sT/ryG O/ryG ..
AO - POST WITH DE -
PLATES SEE TAIL
F
OTE: EACH COMPONENT IS INTER- 312 -SLAB ATTACHMENT
FABLE WITH ANY OTHER s�sTs, PERMITTED D WHERE
I A ENT UNLESS OTHERWISE SHOWN. FT�tFo/tic I� SEE SCHEDULE
'7�A FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
�P_X- TYPE "F" ATTACHED M
No.z
Ekp. 31, 7948
i
r ;.
MAY 3 01008
POST CRDSSSECTION, "
LIVE LOAD =
MAX. PROD.
SEE SCHEDULE
JOB NO. GF07-0674
SEE POST DET L
RAFTER,SEE TABLE
FOR 512E
AND SOPIA�. /
HEIGHT
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
POST CRDSSSECTION, "
LIVE LOAD =
SFF T
JOB NO. GF07-0674
SEE POST DET L
31/2
Sp
T�CFC
OPEN LATTICE
10, 20 8 3D PsT
NOTE: EACH COMPONENT IS INTER- "os eE USMAYED
1G
SCALE: NONE
CHANGEABLE WITH ANY OTHER sFFT sPgG I TO FOOTING.
°BiF
STRUCTURES
HORIZ. WIND =
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. �c
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
°oS
Tso
TO CONSTRAIN
FOOTING. SEE
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY OTHER
sFF
rge�Fo/NG
SCHEDULE
FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
COMPONTENT UNLESS OTHERWISE SHOWN.
\
FOOTING WHERE REDUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN L
TTICE STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 3D PsT
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 74t-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 29
REVISED BY: K.K. 8 D.P.
90,100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
FTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS C90/100/11.0_MP_H1
6.5" ALUM. ALLOY 3004-H36 3„ 6.5"
2•• OR EQUAL- MAX 2"
* SEE NOTE BELOW
024"
032"
.042"
ALUM. ALLOY 3004-1436
TRIBUTARY
Z5
3 x 8" RAFTER
CLEAR SPAN
OR
EQUAL
c �
21'_0"
O.H.
6 7 8
L.L.=T'
11 12
a
90 MPH
10D MPH
110 MPH
PSF)
2 x 6 1/2" RAFTER
y o
EXP. 131
L.L.=
'T'
a
�+= .90 MPH �
100 MPH
110
MPH
(PSF)
(IN.)
0 o
EXP B'EXP.Cf EXP. B
EXP.0
EXP. B
EXP.0
12
.042
16"
14'-4'
13,_0"
13'_0"
11'_8"
12'_10" 11,-4"
24"
11,_8„
fi 10'_7" f
10,_7„
9'-6"
10-4-
9-_3„
18'_9" 1
,,,-`_,
18,_2"
14
16"
19'_1"
17,-4"
17,-4"
15'-6"
17'_1"
15'-4"
14
15
-
- -
11 11
12 12 13
13 14 14
15
10
.032
24"
15'-8"
14'_2"
14,_2"
12'-8"
IT -11"
12'-3"
16"
26'-4"
23,_10"
23'_10"
21,_6"
23,_0"
20,_10"
.042
24"
21'-6"
19,_6„
19--6--
17'-8"
18'-g"
17-_0„
16"
10'_8"
10'-B"
10'-8"
10'_8"
10'_8"
10,_8"
.024
24"
8,_9„
8'-9,
8,_9„
8,_9„
8,_9"
8,_9"
16"
14,_3"
14'_3"
14,_3„
14,_3„
14,_3"
14'_3"
20
24„
11,_8„
11,_8"
11'_8"
11,_8"
11'_8„
11,_8"
.032
16"
19'_8"
19'_8"
19'_8"
19'_8"
19'_8"
19'_8"
042
24"
16'_1"
18,_1"
16,_1"
16,_1"
16'_1"
16,_1"
16"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
024
24"
7'-2"
7'-2"
7'-2"
7'-2"
7'-2"
7'-2"
16"
11,_9"
11'_9„
11'_9"
11,_9"
11'=9"
11'_9"
30
.032
24"
9-_7,-
9,_7„
9,_7„
9,_7„
9,_7.,
9'-7"
16"
13'-6"
13'-6"
13,_6"
13'_6"
13-41
13'-6"
.042
24"
13,_3"
13'_3"
13'_3"
13'_3"
13'_3"
13'_3"
024"
~ .032„
DBL. 2 x 6 1/2" RAFTER
L.L.= 'T' m Su 90 MPH 100 MPH 110 MPH
(PSF) (IN.) m o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024 16 " 20'-3" 18,-4" 18'-4" 16'_6" 18'-1" 16'-0"
10 24" 16'_6" 15,_0" 15,_0" 13'_6" 14'_5, 13,_1"
16" 27'-0" 24'-6„ 24,-6" 22'-0" 24'_2" 21'4"
.032
24" 22'_0" 20'_0" 20,_0" 18'-0" 19,_8" 17,-4"
16" 15,_2•1 15'_2" 15,_2" 15,_2" 15'_2" 15'_2"
024
20 24" 12'4" 12,4" 12,-4" 12'-4" 12'4" 12'4"
16" 20'-2" 20'_2" 20,_2" 20'_2" 20'_2" 20,_2"
.032
24" 16'-6" 16'_6" 16'-6" 16'_6" 16,-6" 16'_6"
16" 12'_5' 12,_5' 12'_5, 12,_5' 12,_5, 12'_5'
.024
30 24" 10,_2" 10,_2" 10,_2" 10,_2" 10'_2" 10,_2"
16" 16'_7" 16'_7, 16'_7, 16'_7"
.032
�e13'_6" 13'-6" 13,-6" 13'-6„ 13,_6
3' 6" 13-6
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARESHO
BETWEEN MAY BE USED AT 32" D.C. OR 48" o. j
MAY 3 0 2008 1,o As
ALUM. ALLOY 3004-1136
OR EQUAL
E- OSU_RE'BCC
3.0" 8.0"
042"
* SEE NOTE BELOW
DOUBLE RAFTERS WITH 3" MAX. SPACING
TINGLE RAFTER SPANS ARE NOT EXCEEDED.
Y �
PROJECTION
SPAN
ll%
h
TRIBUTARY TRIBUTARY=
WIDTH1 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
Z5
3 x 8" RAFTER
CLEAR SPAN
(FT.)
21,_0"
c �
21'_0"
O.H.
6 7 8
L.L.=T'
11 12
a
90 MPH
10D MPH
110 MPH
PSF)
(INJ
y o
EXP. 131
EXP.0 I
EXP. B
EXP.0
EXP. B
EXP.0
11
1'
16"28'-2"
6 6
25'_7" 1
25'-7"
22'-6"
25'-2"
21'_2"
12
.042
5 6 6
7 7
8 8
9 9 10
10 11 11
12
12
10
3'
24"
23'4"
20,_10"
20,_10"
18'_9" 1
20,_6"
18,_2"
DOUBLE RAFTERS WITH 3" MAX. SPACING
TINGLE RAFTER SPANS ARE NOT EXCEEDED.
Y �
PROJECTION
SPAN
ll%
h
TRIBUTARY TRIBUTARY=
WIDTH1 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
CLEAR SPAN
(FT.)
21,_0"
�20
21'_0"
O.H.
6 7 8
9 10
11 12
13 14 15
16 17 18
19
17'-2"
��
0
3 4 4
5 5
6 6
7 7 8
8 9 9
10
10
11
1'
4 5 5
6 6
7 7
8 8 9
9 10 10
11
11
12
2'
5 6 6
7 7
8 8
9 9 10
10 11 11
12
12
13
3'
- 7 7
8 8
9 9
10 10 11
11 12 12
13
13
14
4'
- - -
9 9
10 10
11 11 12
12 13 13
14
14
15
-
- -
11 11
12 12 13
13 14 14
15
15
16
DOUBLE RAFTERS WITH 3" MAX. SPACING
TINGLE RAFTER SPANS ARE NOT EXCEEDED.
Y �
PROJECTION
SPAN
ll%
h
TRIBUTARY TRIBUTARY=
WIDTH1 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
042
16"
21'_0',
21'_0"
21,_0.'
21,_0"
21'-0"
21'_0"
20
.
24"
17'_2"
17,_2„
17'_2"
17'_2"
17'-2"
17,_2"
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
(9161 452-7021 FAX 403-1519 sales@dumium.com
SHEET 6 OF 29
042
16"
17'_3"
17,_3"
17'_3"
17,_3"
17'_3"
17'_3"
30
24"
14'_2"
14'_2"
14'_2"
14'_2"
14'_2"
14'-2"
DOUBLE RAFTERS WITH 3" MAX. SPACING
TINGLE RAFTER SPANS ARE NOT EXCEEDED.
Y �
PROJECTION
SPAN
ll%
h
TRIBUTARY TRIBUTARY=
WIDTH1 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.LIVE
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 ps1
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
(9161 452-7021 FAX 403-1519 sales@dumium.com
SHEET 6 OF 29
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
.........................................................
24" 3�O
24" TRI -V' PAN Q�OFESS�uryi
L.L.= PSF 90- MPH 100- MPH 110 -MPH 51' CAIy,�
10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 0
No 3794
20 #10 S.M.S. #10 S.M.S. #12`S:M. S. s �Xp. 3f 11N
30 #12 S.M.S. #12 S.M.S. #12 S.M.S.
12" x 3'1/2" W PANEL
L.L = PSF
90- MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
750"
.075°
.sso°
.440"
J40:
6.00" '
MAY 3 0 7009 OPTIX® PRODUCTS ACRYLIC PER
R9.250 I.C.C. E.R. 5411 OR EQUAL
LIGHT DETAIL 1
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
6" PANEL SPANS / 8" PANEL SPANS
t=.020"
t=.024"
t=.032"
t=.040"
6"
8"
6"
8"
6"
8"
6"
8"
10
10'-2"
10'-2"
12'-9"
12'-9"
13'-4"
13'-4"
14'-7"
14'-7"
20
8'-10"
8'-10"
10'-3"
10'-3"
11'-4"
11'-4"
12--3",
12'-3"
30
7'-1"
T-1"
8'4"
8'4"
9'-10"
9'-10"
10'-8"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER:
(3) 8" ROOF PANELS OR (4) 6" ROOF PANELS
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2)—V'S
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07.0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
to, 20 8 30 pst .
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
PANEL FASTENERS
HORIZ. WIND =
( 269 ALPINE AVE.. SACRAMENTO, CCA 95826
SHEET 5 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 110 MPH
916) 452-7021 FAX 403.1519 sales duralum.com
HANGER CHANNELS AND MOUNTING BRACKETS
1.50" WALL FASTENERS
ALUM. 3004-H36 .076 t:;�
'
SEE TABLE 300"
11.5� --l" .._..,, .633.,
.06 '
.25"R � - ns I
N WALL
FASTENERS
1.75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \c
1
.281"
ALUM.ALLOY
6063-T6
.060" 111 B
EXTRUDED HANGER CHANNEL
ALUM. PANEL OR %
3x ALUM. RAFTEE R � \
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG
L —
EXISTING EAVE CONNECTION (2
910 SMS @ PANEL
LOCKS OR 48 SMS
AT EA. CONTACT
T=.060" -J III IN
WALL FASTENERS
CONTINUOUS A- RAIL
SEE TABLE
ROOF PANEL
3 (WHERE OCCURS)
C
AT MASONRY OR
ALUM.ALLOY.
DESIGN
A
6063-T6
CONCRETE
#10 SMS EA. CONTACT
w
gLUM.ALLOY
6063-T6
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
WALL CONNECTION
O
I.R. HANGER
T=.060" -J III IN
WALL FASTENERS
0
SEE TABLE
9
AT 2x FASCIA
O
AT MASONRY OR
M`i
DESIGN
A
APPROVED 3" OR 4"
CONCRETE
INSUL. ROOF PANEL
o
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
WIND
AT 2x FASCIA
AT WOOD STUD
AT MASONRY OR
M`i
DESIGN
W/ SIMPSON A35
16" O.C.
CONCRETE
l
13'-10"
LL=10 LL=20 LL=30
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
90
A BorD BorD
E E E
J J
K
100
BorC BorD BorD
E E E
J J
K
110
D BorD BorD
E E E
J J
K
16'-9"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
TYPICAL BRACKET AT EVERY 2x
1114
ZZ
A=3/8"O x 1 1/2" @ 12" O.C.
E=3/8"O x 4" @ O.C. EACH STUD
FOR SPAN SEE ALLOWABLE
DECKIRAFTER SPAN TABLE
wwwB=3/8"O
x 1 1/2" @ 8" O.C.
F=7/16"O x 4" @ O.C. EACH STUD
WNEL
C=7/16"O x 1 1/2" @ 10" O.C.
J=1/4"0x1 1/8"@16" A.B.
2x6 OR 7x8 LEDGER
D=7/16"O x 1 1/2" @ 12" O.C.
K=1/4"0x1 1/8"@12'.A:B.^
RAFTER
EXIST. RAFTER
DRAWN BY: K.K.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
21, x A
FULL OR
2" x 4"24"
FULL
16" O.C.
1,-611
16'-8"
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
O.C.V-6"
10'-811 8'-3"
5'-6"
2'-0" 7'-0" 4'-6"
3'-0"
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"xB" FULL
24" O.C.
2'-0"
29'-3"
25'-0"
16'-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-318"0x5" LAGS W APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). 11.1.3 AND 11.1.4,
RESPECTIVELY
I #10 SMS
AT 12" O.C.O.0
3 0 200 Q�OIiE5SIUrvy�
�p�P51. CA,y�o��
C)
C7 F- N0. 37948
EXP. 31310
MATERIAL BETWEEN BRACKET AND COMP.
DRAWN BY: K.K.
SHINGLE ROOFING TO PROVIDE SEAL
NOTE:BRACKET
10# L.L.=(2)#8 SMS E/
SIDE,
MAY BE MOUNTED
BELOW RAFTER WI
1'-�2„ 201930#L.L.=(2)#10 SMS'E. SIDE
SAME CONNECTION'S.
3/16"
10. 20 8 30 psf
I
U -BRACKET
811 0
STEEL
/
3/4'.'OR 1 1/2"
gTrgCHMENTS
0
0
1/4"0 HOLES.TYP.
NOTE: PROVIDE WATER
7 OF 29
REVISED BY: K.K. 8 D.P.
8 O
PROTECTION, METAL FLASHING
AND
FAX 403-1519 sales@dumlum.com
I 2X6 1/2"
QR 8
00
r CAUCK JOINTS SLOPE
I TO DRAIN
MIN. .
RAFTER
'15 -MIN OR11/2'
TYPICAL BRACKET AT EVERY 2x
1114
\
FOR SPAN SEE ALLOWABLE
DECKIRAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING
SAVE LENGTH
L„
2x6 OR 7x8 LEDGER
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS LL.=20 AND'30 psI
RAFTER
(3)-#1 x3 12" W.S.
)-#10x1 3l4"
PATIO COVER
,--^RAFTER TO
LWALL_C.ONNECTION_ O
NOTE: PLACE"SIKA FLEX"OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
DRAWN BY: K.K.
SHINGLE ROOFING TO PROVIDE SEAL
NOTE:BRACKET
LIVE LOAD =
MAY BE MOUNTED
0 BRACKET CONNECTION
BELOW RAFTER WI
DATE: 10232007
SAME CONNECTION'S.
1
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10. 20 8 30 psf
I
DURALUM PRODUCTS, INC. '
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
gTrgCHMENTS
HORIZ WIND =
90, 1008 110 MPH1(916)452-7021SHEET
8269 ALPINE AVE., SACRAMENTO, CA 95826
7 OF 29
REVISED BY: K.K. 8 D.P.
FAX 403-1519 sales@dumlum.com
1
COLUMN/ POST TYPES -&--SURFACE MOUNT ATTACHMENT DETAILS
/ I y I I! \ �J 3.00" SQ. 3.00" SQ.
3.00"SQ. 032" SMS
@24 024" @2 SI . 11.Oa�
� EADE
6.5" � O 075'
�
- 1 14"R
r PrP .040" ALUM.
lj, .032" .048"STEEL
28" O O
O* � 5/8" PLASTIC PLUG
=3"4Q.xt=.18811
=3"SQ.xt=.250'11
=4"SQ.xt=.18811
=5"SQ.xt=.188':.
ul
ALUM.ALLOY
6063-T5
"H" BRACKET
(13)-3/8" LAG SCREWS OR
4)-1/4" LAG SCREWS
J (2.5" PENE. INTO WALL)
J
3
I
UJ -
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
s"
3" SQ. ALUM. POST
ti3"'SQ-ALUM. POST
3
MAG POST
SQUARE
ALUM. 0 0 3004- 36
3" SQ. STEEL POST
(� n
MAy Q 10 8
@ 3"SQ. POST W/
__WITH SIDE PLATES? � D
O
-3004'H36—
3" SQ. ALUM. POST
STEEL POST
ASTM A36 GRADE 40
ALUM. ALLOY 3004-H36
0
N
J -
ALUM. ALLOY
6 0
ALUM. ALLOY 6063-T6
2
�gSiOnlqj
ALUM: ALLOY–3.00'�OR
2.0"
% F F6063
�C
T5 2.40"
7 GA. PL. (.18")
OQ`GAMp�
�� 2
�
% ,
/ 1.375"
�7/16 "PIHOLE .56" 2 FLANGES.
V �` 0\
//
(
2 1/8" APART
_T
7D
L
! 0
SINGLE PASS WELDED
0 �
0 .75"
1.125" 2.51•
ASTM GRADE 40 STEEL
N�'
20"
BASE FLARES
r 91311
075"
.75"
157" TO TVADE EA.
3"SQ.POST BRACKET
1.60"
TYP_ __ _ SIDE OF FLANGES
�( 4
1.50
USE FOR 3" 1�
` p
INSTALL WASH. PLATE .090" TYP.
1%"'X,5/16"x 5Y" WHEN USING
POST ONLY 5.50"
Q. 1-7/16"0 HOLE
8 2-3/8" HOLES
4" DIA. 9 GA.
IN 110 MPH WIND AREA i
Ck"-BRACKET-FOR 3'' POSTS
CL 2- 5/16"0 HOLES TYP. EA. SIDE
_-ALUM—"T"BRACKET
STEEL "T" BRACKET 5.
ul
ALUM.ALLOY
6063-T5
"H" BRACKET
(13)-3/8" LAG SCREWS OR
4)-1/4" LAG SCREWS
J (2.5" PENE. INTO WALL)
J
3
I
UJ -
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
s"
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES. INC.
2 1/8 2 1/8
LIVE LOAD =
"T' BRACKET
7/8"
@ 3"SQ. POST W/
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
10. 20 &3.,s
(2)-#12 SMS EA.
0
1
SCALE: NONE
SIDE OF POST OR
9"x16"x7 GA.
1.
2
1/4" M.B. THROUGH
STEEL PLATE
REVISED BY: K.K. B D.P.
POST
7 GA. PL. (.18")
AUGER PARTS PAINTED
"RUST-O-LEUM•" OR EQUAL
11/16" 0 ROD
3/16"
OR ELECTROPLATED
1040 STL.
SINGLE PASS WELDED
—
AUGER PARTS PAINTED
20"
"RUST-O-LEUM" OR EQUAL
3"SQ.POST BRACKET
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
4" DIA. 9 GA.
ASTM A-36 HELIX
3/16"
SINGLE PASS WELDED
NOTE:
AUGER ANCHOR
MAY BE USED WITH
— ---
3"SQ. ALUM. POST
ONLY.
NOTE:
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
CFF rnMr RI AR P(1CT CPACINr' TARI F PnP CPACINf3
3" SQ. ALUM POST
I�
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES. INC.
zJ z 112"z"
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07 0674
x 7 GA. STL.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
10. 20 &3.,s
DURALUM PRODUCTS. INC.
PLT.ASTM A36
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
9"x16"x7 GA.
HORIZ. WINO =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 8 OF 29
STEEL PLATE
REVISED BY: K.K. B D.P.
ASTM A36
90, 100 8 110 MPH
AUGER PARTS PAINTED
"RUST-O-LEUM•" OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
SINGLE PASS WELDED
STEEL FOOTING
O
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07 0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
10. 20 &3.,s
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. WINO =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 8 OF 29
REVISED BY: K.K. B D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 seles@ldumlum.com
I=
" COLUMN / POST TYPES
& SURFACE
MOUNT AND
EMBEDMENT DETAILS
18" SQ.
12"
20"
21" SQ.
ALUM.'T-BRACKET USE WITH
22"
25" SQ.
16"
24"
28" SQ.
-
26"
POST TYPE B.C.D.KORE
23"
STEEL POST ONLY:
35" SQ.
25"
30"
AC
"T' BRACKET \
28"
STEEL.'T BRACKET USE WITH
I
USE POST TYPE
F, G, H. J OR K
(3)-5/8"0 BOLTS
FOR POST TYPE J ��
47" SQ.
32"
@ 3 -SQ. POST W/
POST
3" SO. POST
POST TYPE B.C,D,E,F,G,H,J OR K.
ALUM."T"BRACKET:
I i
I I
55" SQ.
37'
40"
60" SQ.
/3"SQ. (2)-#12 SMS EA.
SIDE OF POST OR
42"
USE 2 -3/8"0 HILTI
Kwlli�oLTs OR EQUAL
I
44"
69" SQ.
4 5"
1/4" M.B. THROUGH
STEEL.'T"BRACKET:
USE (2)-3/8"0 HILTI KWIK
1/2 DEPTH OF
FOOTING OR
2 tl2"0 BOLTS
FOR ALL OTHER
1
16"INSERT
x
POST
SEE NOTES BELOW
BOLTS OR EQUAL
12" MIN. EMBD. i i
CONDITIONS
4 5"
.188"
ASTM A36
(2)-3/8"0 HILTI "KWIK"'
(2" MIN. EMBEDMENT DEPTH
I : ;
STEEL
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
%• I I ::
T_O.C_ '
BRACKET TO SLAB. I
; I4.
I
MINIMUM DISTANCE TO I
!
Lu
ri
2"5
.BASE PLT
EDGE OF SLAB = 2-1/2"
• .a
Q
;', : ' ;
w w
ASTM A572 STEEL
DEPTH ,
=^
'� =
3116..
I SLAB SHALL BE IN I
:i„ ..,...:.�
c POURED CONCRETE
'� �1-.;• �• .'
F y
.:L ....
' GOOD CONDITION
FOOTING SEE NOTE
.:: :.:::.::.
0
w3..S0.
POST (STL.)
3 1/2" MIN.
SIZE
SEE FOOTING
�SQUAR
(1)-1/2.0M.B.
x9" LONG, 1"
SQUARESCHEDULE
OR FLUTEDFOR
OR 4" SO. POST STL.)
FROM END
SEE FTGS,
INSERT
EXISTING SLAB O7
3SQ. POSTS TO CONC. FOOTING O
"
OF POST SCHED.
SQUARE POST EMBED.
O
, _
PL.SlB'THK.
. ._
A
_
INTO FOOTING
1112"
g^ 1 11
12"
�J-
1 12"
15" 1 111/2"
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SQ. 18" DEEP
'CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28"
32"
43" SQ.
30„
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37'
40"
60" SQ.
39„
42"
64" SO.
41"
44"
69" SQ.
03'
' CUBE FOOTING W/ 3 12' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24" CUBE
(2)-12"0
3 1/4"
25"- 30" CUBE
(4)-12"O
3 1/4.
31"- 34" CUBE
(4)-5/8"0
4-
"35"-
35"-39" CUBE
(4)-3/4"0
4 3/4"
40"- 42" CUBE
(4)-3/4"0
4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
SPECIAL INSPECTION REQUIRED.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
O 3
4_11?��
WELDED STEEL BASE PLATE1 U
NOTES:
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
1. DO NOT USE ALUM.'T'
BRACKET WITH 3X8 SM.
12' SQ. x 5/8" B, C, D, F 8 G
18" SO. x 5/8" B, C, D, F, G, & H
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
( 4 3/4" EMBEDMENT DEPTH)
10.20 8 30 psl
2. POST TYPE E
INSTALL WASHER PLATE, 2"X
" X 0'-5Y" AT STEEL "T'
RANCHO CUCAMONGA. CA (951) 741.2107
BRACKET.
3.POST TMAY 3 0 Mo
DO NOT USE STEEL 'T"��� PREF
BRACKET W/ 7" I-BEAM..\� QCs
()OAS � c so
iv
b�
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
12"x12"x 5/8"
(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
O 3
4_11?��
COLUMN
m z ,
^
�Z
18"x18"x 5/8"
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
PER I.C.C. ESR -1917 OR EQUAL
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
( 4 3/4" EMBEDMENT DEPTH)
COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10.20 8 30 psl
DURALUM PRODUCTS, INC
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
FAX 403.1519 sales@Auralum.com
SHEET 9 OF 29
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" rySQ.
2.00" SPLICE WHERE -� SPLICE WHERE-.]1.O�f
•179" OCCURS \ SPLICE
OCCURSWHERE
OCCURS
4.6• .075'
`° 73 , 2.57" 4.6" TVP. Z
.048"
2.19" z.oa 065•z.o4 TVP.
T8, ivP 3.0 .
2.93" a.0000"
2.r' ASTM A653 GRADE 40
036" R.F. GUTTER
FASCIA -ALUM. ALUM. ALLOY
ALLOY 3004-H36 O4.5"
6063-T66.5" ROLLFORMED GUTTER
No
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
ALUM.ALLOY
6063-T6 O
MAG BEAM
E
3" SQ. STEEL BEAMO
- I 3" 6.5"
I—
CoQ CAMA`F2 MAX.� 2,�
I
70� m .042° .
SPLICE
WHERE 4" SPLICE WHERE " m ' 8.0"occuas -.070 occuas J t- Np,379483131109� .F-1.032'
TYP. =1101, 3f31�j
TYP. c-- --�_ / I
Q ` ALUM. ALLOY 3004-H36
OR EQUUALAL /
ALUM. ALLOY ALUM. ALLOY `�-� \ ALUM. ALLOY 30OR EQUAL /A
6063-T6 C 6063-T6 J
4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3x8BEAMK,
�
1L I I I ALTERNATE STEEL C -BEAM FOR ALUM. [-BEAMS
3,. e625,.
MAX3"3 .• . 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
t
. �.042"
I 8"i 042"
T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
y 7.875 ASTM A653 GRADE 50 }
I
L_._J� L
I 625"
ALUM. ALLOY 3004H36 I ALUM. ALLOYO � 2.B75"
OR EQUAL L OR EQUALQUAL
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
STEELINSERT
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES' • INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10,20 8 30 psl
DURALUM PRODUCT$, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 10 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 6 110 MPH
FAX 403-1519 sates@duralum.wm
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
(WOOD, ALUM. OR HARDBORD) 3" X 8" X .042" BEAM, ,
3"SQ. STEEL OR 2)-#10 S.M.S. EA. SIDE (4) -TOT.
MAG #10 S.M.S. TOP & BOTT. (2) -TOT.
2412 x 112" S.M.S.. EACH SIDE OF 3" #10 x 1/2" S.M.S. TOP
SD. POST (4 -TOTAL) & BOTT. (2 ) -TOT. ` 1 1!4
ALTERNATE: OTA BOLT Wl WASHER ( )-
F� (
EA. SIDE OF 3" SO. POST
5 ROOF PANEL 4"
t1.10" ROLLFORMED OR
11 EXTRUDED GUTTER
.75 i �' i.50"� (4)—#14 SDS @ EA. SIDE
L — FASCIA ALUM. BRACKET X
+TOP & BOTT. TOT.=#10 S.M.S. @12"0.c.
3"SO. POST 16
2.35"
2" 1"
6 1/2"x2"x
.024"RAFTER
2-0410 x 112" S.M.S. EACH SIDE OF 3" ,
SO. POST (4 -TOTAL) ,
ALTERNATE: 114"0 BOLT W/ WASHER _
EA. SIDE OF 3" SO. POST RAFTER "TAIL" TO GUTTER 15
3" X 3" ALUM. OR
STEEL POST
3.00" 3"SO. POST 14 3.125" FOR 3 x RAFTER
OR .240"
GUTTER FASCIA H - BRACKET TO POST 2.125':FOR 2 x RAFTER
MAG BEAM 3" SO. POST O
.3"SO. STL. BEAM J 13
ALUM. ALLOY 3003—H24 � ALUM.."ALLO,Y--3003—H24� .50„ t = .040" 6063—T6
— —� 1 // ' 1.50"
2 0 r� t = .040" 3004—H36 ALUM.
.28" 21. 28',' � �� 1 � 11
(4) — #8 x 3/4" TEK SCREWS
P1 BRACKET TO RAFTER T
2"x3" LATTICE TUBE1:1/2', SQ..OR— P2 �1/2" MIN.
LATTICE TUB 110
#8 x 2,SMS. 22 ,/ — : Q p�ESSIpN� _�� MAY ( 0 70018. _ o
�( -:
OR 3 1/2TYP• 1 1/2" OR 2" SO. OR 2"x3" LATTICE' Q`� 1' CiO Fy�(t O
@ 3-O.C. MIN. UP TO 7"O.C`MAX. O
2 i17� 2.750„
—RAFTER iJ ~ No. 37M ' \�
of y— 3/3110Y �' t (4) — #8 x 3/4�TEK SCREWS
LATTICE TUBE TO'RAFTER} _ # *• BRACKET TO BEAM
17)c0/,ff"U" BRACKET - RAFTER TO BEAM 18
�_' 1
-DRAWN BY: K.K
r-�TOM CAMPBELL &ASSOCIATES. INC.
LNE LOAD=
L.
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
-�'
DATE: 1023/2007 —__
-
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
70.20 30 Psl
DURALUM PRODUCTS, INC.
SCALE: NONE,'`���
RANCHO CUCAMONGA, CA (951) 741-2107
TTACHMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.wm
SHEET 12 OF 29
�. SPLICE DETAILS BEAM TO POST DETAILS 'r=2
SIMPLE SPLICE
9„
FULL MOMENT
1 II I I I I I I I II
1
(8 TOT. S II #12 S.M.S. II
TYP. THICKNESS =.035' (24 TOT TYP. THICKNOSS = .035"
II 6.38"
+ II t tII
tt tt tt tt
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED R. EXTRUDED FASCIAS
(2)#10 S.M.S.® EA.
VALLEY. TY
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE J I I TTO POST WI(2) 1/2 0
3 STL. C -BEAM
TOTAL= (8)-1/2"0 BOLTS Iyl PtJ 3
1.001,pFESs
O ,�,
SQ POST
0 0 0 ,�� ps �' CqM,� E'\', BEAM TO POST CONN.
SPLICE WHERE —� 2'0011 (f1
occuR9 —.070" 411 I N0.37948 rr
p s
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WHi
OCCUF
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
17 1 11 912 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR / (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. // TO BRACKET
2- 3/8"0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
TYP.
TQM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
0 0
JOB NO. GF07-0674
ALUM. ALLOY
DATE: 1 012 3/2 0 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 2D 8 30 psl
DURALUM PRODUCTS, INC.
_
SCALE: NONE
RANCHO CUCAMONGA. CA (951 741-2107
)
6063-T6
HORIZ.WIND =
6„
„
REVISED BY: K.K. & D.P.
4" I -BEAM
3'-0"
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales®dumlum.com
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WHi
OCCUF
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
17 1 11 912 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR / (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. // TO BRACKET
2- 3/8"0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TQM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1 012 3/2 0 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 2D 8 30 psl
DURALUM PRODUCTS, INC.
_
SCALE: NONE
RANCHO CUCAMONGA. CA (951 741-2107
)
SPLICE DETAILS
HORIZ.WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
'
SHEET 11 OF 29
REVISED BY: K.K. & D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales®dumlum.com
• DOUBLE RAFTER
CONNECTION DETAILS
LATTICE BEAM
TO POST CONNECTION
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
/BEAM
SPLICE TO
1 1/2" OR 2"LATTICE #8 S.M.S.
-
OCCUR DIRECTLY OVER 5/8"-O,PLASTIC
ALTERNATE 1/2"
DOUBLE RAFTER-
POST. NOT PERMITTED PLUG WHERE
@ 2 -POST UNITS SCREW IS INSIDE
BOLT CONNECTION
PLAN 2
6 SCREWS
HOOR00 NO
8269 ALPINE AVE., SACRAMENTO, CA 95826
ALTERNATE:
PER SIDE
#14 SMS MAY
4 #14 S.M.S. EACH
8 MPH
BE USE AS
--
RAFTER TO COL.
CONNECT. (8 -TOT.)
3.5"
3.5" ALTERNATE TO
1/4"0 BOLTS
3.5"
(6414
3.5"
.
1•'
- - -
- 5 - 8" BEAM
' I
��-----
--° 16,
Ms EA.
3"x 3"STL.POST (24") ' '---(2)-2x6 ALTERNATE:
INSERT ATTACHED OR.5" OR
3"x YSTL.POST COLUMN I (2)-3"xWHEADER
FOR FREESTANDING
I fly (2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
I I 6 1/2" SIDEPLATE EA. Y
#14`SMS EA. SIDE I i SIDE SEE POST SCHED.
TOP, MID,HEIGHT
AND BOTTOM- L4
3"SQ. POST BETWEEN SIDE PLATES'
�EAM TO_POST CONNECTION ` -- -`
POST SCHEDULE 21
ia�3'"SQ. x .024" + (2)-2" x 6 1/2" x.024" 3" SQ. x.024" + (2)-2" x 6 1/2" x.032"
�rW/ (6)-#14 S.M:S. EACH SIDE:' F2 W/ (6)-#14 S.M.S. EACH SIDE.
USE -ON CONC.SLAB_ONLYUSE ON CONC. SLAB OR FOOTING.
EXIST.
SHEATHING MAY 3 0 2008
7 J
r
L
x
LU
ALTERNATE:
2)- #10 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"0"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)-#10 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN 20
2"x6" LEDGER (EXIST.)
3/8" LAG SCREW
EXIST.
11`" STUCCO OR EQUAL
PENE.INTO WOOD FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
JopFESS/p\
NO.37W
Exp. 3131109
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10. 20 8 30 Dsl
DURALUM PRODUCTS, INC.
1(916)
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
CONNECTIONS
HOOR00 NO
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 13 OF 29
REVISED BY: K.K. 8 D.P.
8 MPH
452-7021 FAX 403-1519 sales@dumium.com
10# L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL & ASSOCIATES. INC.
6.5" ROLLFORM
4" I -BEAM
JOB NO. GF07-0674
4.5" /.MAG
GUTTER
MAG BEAM
POS SPo.ciNG TABLE
FREESTANDING
3" SQ. STEEL
BEAM
SCALE: NONE
RANCHO CUCAMONGA. CA (951)741.2107
AND ATTACHED
HORIZ. WIND =
HORI .110
8269 ALPINE AVE.. SACRAMENTO, CA 95826
14 OF 29
REVISED BY: K.K. & D.P,
10 # L.L. 90 MPH
MPH1(916)452-7021SHEET
FAX 403.1519 sales@dumium.cam
F F
p
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
ON SLAB
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
4'
17'4"
14'-6"
28
F
22
B
19' 8,
33
G
24
B
15'-2"
28
F
22
B
14'-0"
28
F
22
B
15'-2"
28
F
22
B
1 D
5'
13'-7"
13'-0"
28
F
23D'7
28
G
25
B
13'-6"
28
F
23
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
1„
6'
11'-4"
11'-10"
26
F
23
B
16'-8'5
28
G
26
B
12'-4"
28
F
24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
-7„
7'
9'-8"
11'-0"
26
G
24
B
15'-5'4'-5"
28
G
27
B
11'-5"
26
G
24
B
11'-8"
26
G
25
B
12'-7"
28
G
25
B
8'
8'-6"
10'-3"
26
G
24
B
14'-6'3,-6„
28
G
27
B
10'-8"
26
G
25
B
11'-1"
26
G
25
B
12'-0"
26
G
26
B
9'
7'-7"
9'-8"
26
G
25
B1'2
28
G
28
B
10'-1"
26
G
25
B
10'-5"
26
G
26
B
11'-7"
26
G
27
B
s
10'
6'-9"
9'-2"
26
G
25
B
12'-12
28
G
28
B
9'-6"
26
G
26
B
9'-10"
26
G
26
B
11'-2"
26
G
27
B
11'
6'-2"
8'-9"
26
G
26
B1';
28
G
29
B
9'-2"
26
G
26
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
6
12'
5'-8"
11 s"
26
G
29
B
9'-0"
26
G
27
B
10'-6"
26G
28
B
13'
5-2"
11 3„
28
H
30
B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
10'-7"
14'
4'-10'
10_1 "
28
H
30
B
8'-4"
28
H
28
B
10'-0"
28
H
29
B
15'
4'-6"
10' s"
28
H
30
B
8'-1"
28
H
28
B
9'-9"
28
H
30
B
16'
4'-3"
10"-2"
28
H
31
B
7'-10"
28
H
29
B
9'-6"
28
H
30
B
17'
4'-0"
9'-10"
28
H
31
B
7'-7"
28
H
29
B
9'4"
28
H
31
B
18'
3'-9"
9'-7"
28
H
31
B
7'-4"
28
H
29
B
9'-2"
28
H
31
B
s'-0°
19'
3'-7"
9'-2"
33
H
31
B
7'-2"
33
H
29
B
9'-0"
33
H
32
B
20'
T-4"
33
H
32
B
7'-0"
33
H
30
B
8'-10"
33
H
32
B
POST F MAX HT.= 8' FREESTMAlpwFOOTNOTE:
"SAMPLE"
cn FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN By,: *.- UT
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/292007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POS SPo.ciNG TABLE
FREESTANDING
10, 20 8 30 pst
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951)741.2107
AND ATTACHED
HORIZ. WIND =
HORI .110
8269 ALPINE AVE.. SACRAMENTO, CA 95826
14 OF 29
REVISED BY: K.K. & D.P,
10 # L.L. 90 MPH
MPH1(916)452-7021SHEET
FAX 403.1519 sales@dumium.cam
10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP: B &*C
TOM CAMPBELL & AS IATES, INC.
LATTICE
>_
F
m0
5
t-
0 Z
0-g
a Z
p
3" SQ. STEEL
BEAM
COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING
DBL. 3"x8"x.042"BEAM
ATT.
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
ATT.
FTG.
(IN.)
3"x8" BEAMw/INSERT
>_ MINIMUM NO. OF POST
FOOTNOTE:
ATT. Ia- 0
M0 POST TYPE 1 POST TYPE 2
m
MIN- FTG.
POST r
TYPE (IN.) EXP. B EXP. C EXP. B EXP. C
MAX.POST
SPACING
FREESTAND
SHEET 24 OF 29
ATT.
FTG.
(IN.)
MAX.POST
SPACING
FREESTAND
MAX.POST
SPACING
FOR DBL.
2^ x 6.5x.032"
MAX.POST
SPACING'MAX
FOR 3" x 8"
BEAM
FREESTAND
SPACINST
SPACING.
FREESTAND
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
G 27 s 2 2 2 2
4' ;
25'-4"
1 T-4"
28
G
22
23 -10
3'-2"
33
G
23
16' 4
5'-7"
16'-4'>-`..28
16-4
G
20
32 -0
3�
33
G 28 7, 2 2 2 2
5'
20'-3"
16'-1"
28
G
23
21'-4" 0' 8„
33
G
24
14'-s"
13'-11"
1a' -s"
14'-8"
28
G
21
28,-7„
7'-9"
33
G 28 6 2 2 2 2
6'
16'-10"
15'-2"
28
G
24
19 s8'-10'
33
G
24
13'-4
8
13' 4"13�„
28
G
21
26'-25 4
33
7'
14'-6"
14'4"
28
G
25
18'_1716"
33
G
25
12'�"1,-9„
12--'12,-4„
28
G
22
24-23,-5"
33
G 29 9, 2 3 2 2
8'
12'-8"
13'-9"
28
G
26
16'16,x„ 01
28
G
25
11'-7"11'-0'
11'-7"11, 7„
26
G
22
22'-81'-11
33
G 30 10, 2 3 2 2
30 11' 3 3 2 2
G
9'
11'-3"
13'-3"
28
G
26
15._1 "
28
G
26
10'-1
10' 4"
10'-1 "
10'-1
26
G
23
21'-4"
0'-8"
33
10'
10'-2"
12'-9"
28
G
27
162" 4'-a"
28
G
26
10' a' '_10"
10-4 1-x,
26
G
23
20'-3"
9'-7"
33
G 31 12 3 3 2 2
11'
9'-3"
12'-4"
28
G
28
14 3 -11"
28
G
27
s'-109 �„
s'-1 o11s'-10"
26
G
24
19'4"$ -a„
33
G 32 13' 3 4 2 2
12'
8'-5"
12'-0"
26
G
28
13'-9"
28
G
27
9'-5"
9'-5"
26
G
24
18'-6"
33
G 32 14' 3 4 2 2
13'
7'-9"
11'4"
28
H
2928
12'-10"
H
28
s-1
8'-8"
9-1
9'-1"
28
H
24
17'-9"
1 17'-2"
28
H 32 15' 3 4 2 3
H 33 ,s' 4 4 2 3
14'
7'-3"
11'-5"
28
H
29
12'-
28
H
28
8'-9" 8,�„
s -9 e' -s„
28
H
25
17'-1S 7
28
H 33 17' 4 5 2 3
15'
6'-9"
11'-2"
28
H
30
12�
11'-11'
28
H
28
8-5"
8'-0"
8'-5"
8'-5"
28
H
25
16'-6"
16-0"
28
H 34 18, 4 5 2 3
34 19• 4
H 5 3 3
16'
6'4"
10'-11"
28
H
30
11'-1 �'� -6
28
H
29
8'-2" 7.9..
s -2" 8' 2..
28
H
25
16�- 6'-0
28
17'
S'-11"
10'-8"
28
H
30
7
1'-2"
28
H
29
7'-11"
7' 6"
7'-11"
7'-11'
28
H
25
15 6
15'-0"
28
H 34 2o• 4 5 3 3
H 35 FOOTNOTE:'
18'
6-8"
10'-6"
28
H
31
11'-3"
0'-10"
28
H
29
7-8
7,-4
7-8'
7'-8"
28
H
26
15'-1"
14'-7"
28
19' S'-4" 10'-4"
33
H
31
_
11 0'_7"
33
H
29
7'-6„7 2
7,-0„ 7 6
33
H
26
14'-6'4,-3'
33
20' 5'-1" 10'-2..
H 35 REQUIRED HEADER AND OR MIN. SPAACING MUO. OF POST
ST EXCEED
ALLOWABLE SLAB SPACING
33
H
31
10-8
10,4„
33
-
6, 11„
7
7.4,
33
H
26
14 3'-10"
33
OF
SLAB.
SIZE31311
FREESTANDING
FREESTANDING
Q
�� =
C7 r
ONLY --
�P5 MAY 3 0
((1
r m
Mo. 379
\
�
7600
FOOTNOTE:
FIGURE
ADDITIONAL
FOOTNOTE:
COL. TYPES
COL. TYPES
"SAMPLE"
INDICATES EXPOSURE
FOOTNOTE: WHERE
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
MAY BE REDUCED 6" EACH SIDE FOR
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR
OR LESSER MUST BE USED
1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING!
B
FIGURE INDICATES EXPOSURE C
ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL & AS IATES, INC.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 70 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 24 OF 29
REVISED BY: K.K. 8 D.P.
10 # L.L. 90 MPH
90,100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumium—
30# L.L.. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXPIB&C
ix
la- F
o
m
Oc0z m
- 3
0<'n
a z
2 (n O
7" I -BEAM
110 MPH
WIDTH
DBL. 311x8"x.042"BM
EXB&C
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
4'-0" SQ x
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
( IN.)
MIN.
POST
TYPE
FTG.
IN.
( )
MIN.
POST
TYPE
FTG °
IN.
( )
MIN.
POST
TYPE
FTG.
IN.
( )
MIN.
POST
TYPE
FTG
IN.
( )
MIN.
POST
TYPE
FTG.
IN.
( )
MIN.
POSTPOSI
TYPE
FTG.MIN.
(IN•)
TYPE
4'
6-2"
19'-5"
37
J
24
F
11'-9"
32
J
22
B
8'-0"
8'-4"
2811
19
1
B
15'-9"`
32
J
22
C�/[
51
4'-10"
17'-4"
32
J
25
F
10'-6"
32
J
22
B
7'-2"
7'-5"
28
J
20
B
14'-1"
32
J
23
C�
6'
4'-0"
15-10"
32
J
26
F
T-7"
28
J
23
B
6-6"
6'-9"
28
J
21
B
12'-10"
32
J
24
C-//,
7-
3'-6"
14'-6"
32
J
26
F
8'-11"
28
J
24
B
6-0"
6'-3"
26
J
21
B
11'-11"
28
J
25
'C�
B.
3'-1"
13'-9"
32
J
27
F
8'4"
28
J
24
B
.5'-8"
5'-10"
26
J
22
B
11'-2"
28
J
25
E�
91
13'-0"
32
J
27
F
7'-10"
28
J
25
B
5'4"
5'-6"
28
J
22
B
10'-6"
28
J
26
E/
10,
12'-3"
32
J
28
F
7'-5"
28
J
25
B
5'-0"
5'-3"
28
J
23
B
10'-0"
28
J
26
Ex
>>
11'-9"
28
J .
28
F
7'-1"
28
J
26
B
5._0..
28
J
23
B
9'-6"
28
J
26
E/
12'
11'-3"
28
J
29
F
6'-9"
28
J
26
B
9'-1"
28
J
27
E�/
13'
10'-9"
32
K
29
F
6'-6"
32
K
26
B
8'-9"
32
K
27
E�
14'
10'4"
32 1K
30
F
6'4"
32
K
27
B
8'-5"
32
K
28
FOOTNOTE: "SAMPLE" Mny O �oo"
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
PSOFCSs�0
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &�. Or,
r
Ex 379 r- rrl
c�
z
NOTE: 3/37/08
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.i�ll ! 1'
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
T-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 Psl
OURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (95 1) 741-2107
AND ATTACHED
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 23 OF 29
REVISED BY: K.K. 8 D.P.
an a i 1 +(n know
90,100 8 110 MPH
FAX 403.1519 sales(dldumtum.mm