11-0932 (PAT) (STRUCTURAL CALCS)PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
T-1 ........... TITLE SHEET / DESIGN LOADS
1 ............GENERAL NOTES
2 ............SOLID PANEL STRUCTURES
3 ............OPEN LATTICE STRUCTURES
4 ............PANEL SPANS TRI -V & W -PANEL
5 ............PANEL SPANS FLAT PAN
6 ............PANEL FASTENERS / FAN BEAM
7 ............RAFTER SPANS
8 ............COLUMN I POST TYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT _
11 ............BEAM TYPES
12 ............BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT
14 ............LATTICE CONNECTIONS
15: ........... MINIMUM REQUIRED COLUMNS
16 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
18&19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED ION L.L. 110 MPH
22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
24 & 25 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 3D9 L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 9D-110 MPH
32 ....,.......SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
"CALCULATIONS PREPARED BY A REGISTERED DESIGN -
PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING
OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS_
DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS
SPECIFIED ON THE PLANS; AND THAT CALCULATIONS SHALL
ADDRESS THE SNOW LOAD PROVISIONS OF IBC/CBC SECTION
1608, INCLUDING, BUT NOT LIMITED TO, RAIN -ON -SNOW
SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT."
DESIGN REQUIREMENTS:
RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I,
CRC AND IRC APPENDIX CHAPTER H.
- ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT.
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS:
ADDITIONAL DESIGN REQUIREMENTS -
1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF. EQUAL TO 20 OR 30 pst.
2. BASIC WIND SPEEDS: 90, 100, 110 MPH, EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR: II, 1.0.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR: 1.0
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: Se= 1.25, S, = G.S. Sea = 0.84, S. = 0.50
RESPONSE MODIFICATION FACTOR, R:1.5
6. EQUIVALENT LATERAL FORCE PROCEDURE.
7. DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT (AVERAGE): 19'
B. MINIMUM COVER SIZE: V BY 8'
C. LEAST BUILDING WIDTH: 30'
8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED
AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE
SPLICING:
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVIf
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL
WITHIN THIS IAMPO-LISTED EVALUATION REPORT, AT A MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (Le.. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL
SPAN TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED)
BASED ON THE SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY
HAVING JURISDICTION.
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN Ot95
DATE: 412612011
RESIDE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
l(glS)452.7021
• ,,,,.
SCALE: NONE
RANCHO CA 741-2107
DESIGN LOADS
HORIZ. WIND
8269 ALPINE AVE., SACRAMENTO, CA 95828
SHEET T-1
REVISED BY:
NOA, (941)
90,100&110 MPH
FAX 403.1519 solea®dumtum.com
GENERAL NOTES:
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
AND THE 2005 ALUMINUM MANUAL -ADM
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED ANDCLEARLY 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. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
S. AN ATTACHED PATIO COVER MAY BE 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.
9. 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.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 8 1605.3.2.
DESIGN CONSIDERATIONS
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT,
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISE17. SECTION 8.5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES' IN ACCORDANCE WITH ASCEISEI 7, SECTION 6.5.13,
EXCEPT WHERE NOTED IN THIS REPORT.
17. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
18. 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).
MATERIALSPECIFICATIONS•
19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION.
20. 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.
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.
(EQUALS 100 PSF/FT x 2 PER TABLE.1808.2 AND SECTION 1808.3.4.
23. EMBEDDED STEEL MEMBERS 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.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4: STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO
BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY).
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
28. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2.
29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -2236.
TABLE 1 - REDUCTION FACTOR APPLICABLE Es -
TO MULTIPLE SPAN CONDITIONS
FOR ROOF PANPI e
ROOF LIVE
LOAD. PSF
WIND SPEED AND EXPOSURE
90 MPH 100 MPH 110 MPH
EXP. B
EXP. C EXP. B EXP. C EXP. B f EXP. C
10
1.00
0.90
1.00 0.80 0.90
0.75
20
1.00
1.00
1.00 1.00 1.00.
0.90
30 1
1.00
1.00
1.00 1.00 1.00
1.00
DRAWN 281 E.H. TOM CAMPBELL & ASSOCIATES, INC.
IAPMO ERe 0185 DATE: 4128/2011 '
SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
REVISED BY: RANCHO CUCAMONGA, CA (051) 741-2107
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
I LVE LOAD • PATIO COVER SYSTEM A3 MFG. BY:
GENERAL NOTES 10.20 8 30 pet DURALUM PRODUCTS, INC,
HORIZ WIND - 8288 ALPINE AVE., SACRAMENTO. CA 95828
90.1008110 MPH 1(916)4S2-7021 FAX403.1619 eetee(5ldurelwamm SHEET 1 OF 33
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H ' NOT TO EXCEED
OF SPAN
SEE DETAIL FOR'.
* SQ. POSTS. SIZI
�C SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS —
ROOF PANEL MIN. 0.25' SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —�
F
SI
* SO. POSTS, SIZE VARIES
TME PROD BE N
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
z$% OF N 7$`o O 0
3 1/2" SLAB 3PgN 3 1/2' SLAB SPAN
ATTACHMENT ALTERNATE: ATTACHMENT ALTERNATE: \
MAY BE USED SINGLE POST MAY BE USED SINGLE POST
5j
WHERE PERMITTED. T SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE
SEE SCHEDULE SEE SCHEDULE NOTE. O SPLICE AT THIS
MAX. HT.= 12' NOTE: NO SPLICE AT THIS MAX. HT= 12' POST AND AT END BAY
POST AND A END BAYS.
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED
SEE SCHEDULE SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- kRFOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER {//�^'{i� ES CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN. ft,V1f^a ,COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORT,ION%?-'-, �!B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS. SIZE VARIES
ALTERNATE:
3 1/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
F--3�
OOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD �o
TYPE "C" FREESTANDING
BEAM
SEE SCHEDULE FOR
POST SPACIN
%O•N.
?Sq OF SP
Aly
NOTE O SPLICE AT THIS
POST NO AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
MIN. 0.25' SLOPE PER FT
"O.H'" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —
SQ. POSTS, SIZE VARIES
3 1/Y SLAB SINGLE POS
MAY BE USED SEE SCHEDUL
TO CONSTRAIN
FOOTING, SEE
l<
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
112 x 9" STEEL ROD
Boli
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
W/CANTILEVER OPTION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
DATE: 412612011
SOLID PANEL
10, 20830 psi
DURALUM PRODUCTS, INC.
IAPMO ER# 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND -
8289 ALPINE AVE., SACRAMENTO, CA 95828
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
80, 100& 110 MPHSHEET
(918) 452-7021 FAX 4031519 saleaQdurelum.com
2 OF 33
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
MAX PROD.
SEE SCHEDULE
MAX. O.N.
?S$ 25% OF SPAN O•
Qr
�SSTSpgc� Q
t7
tv
LENGTH OF STRUCTURE VARIES
�C SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2` SIDE PLATES.
OPEN LATTICE TYPES
/Sr 0 THIS OPEN LATTICE -TYPE STRUCTURE MAX' PRa'
''VO BI'Q �"'�' MAY NOT BE COVERED. SEE SCHEDULE /
\ RAFTER SEE TASTE
FOR SIZE
\ AND SPACING
RAFTERbSEE TABLE
F R SIZE
AND SPACING .
MAX. O.H. O H
25% OF SPAN
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -TYPE
MAY O BE COVERED.
LENGTH OF STRUCTURE VARIES
POST WITH SIDE PLATES 1k
SF rsp SEE DETAIL
EACH COMPONENT IS INTER -3 1R SLAB ATTACHMENT
MAY BE USED WHERE
%LEH ANY OTHER SFc r APERMITTEDLESS OTHERWISE SHOWN. SEE SCHEDULE
FOOTINGWHERE REQUIRED,
Wei
SEE SCHED. FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN TTICE STRUCTURE
1
THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
MAX. PROD,9EE SCHEDULEAg-o'_
1-10
LENGTH OF STRUCTURE VARIES
POST CRT:
SEE POST
NOTE: EACH COMPONENT IS INTER -70 CONSTRNN ` r1S Ao�y
CHANGEABLE WITH ANY OTHER Sfr p FOOTING, SEE Q 3 1R' SLAB TO CONSTRAIN
FT SCHEDULE pMAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN, �(Lc NOTE: EACH COMPONENT IS INTER- S QSTSp FOOTING, SEE
CHANGEABLE WITH ANY OTHER FF
OPEN LATTICE -TYPE PATIO COVER IeFOOTIN. WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. ryB�F SCHEDULE
FOOTING WHERE REQUIREDNG
SCALE: NTS SEE SCHED. FOR FOOTING OUSE SIZE SEE SCHED. FOR FOOTWO CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
POST WITH SIDE PLATES
TOM CAMPBELL &ASSOCIATES, INC.
7'C DETAIL
SFPC�H
[SEE
Q
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
NOTE: EACH COMPONENT IS INTER-
DURALUM PRODUCTS, INC.
3 AY- SLAB D WHERE ATTACHMENT
MAV BE USED WHERE
CHANGEABLE WITH ANY OTHER
sF r
PERMITTED.
COMPONTENT UNLESS OTHERWISE SHOWN.
FrgB� SEE SCHEDULE
8289 ALPINE AVE., SACRAMENTO, CA 95828
(918) 452.7021 FAX 403-1519 ealeeQAurBlumcom
3 OF 33
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER
NOTE: THIS OPEN LATTICE-TYPESRUCTURE
SCALE NTS
MAY= BE COVERED. '//J'y
TYPE '-'E--' ATTACHED SINGLE SPAN
LATTICE STRUCTUi!SUS
'E
RAFTERbSEE TABLE
F R SIZE
AND SPACING .
MAX. O.H. O H
25% OF SPAN
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -TYPE
MAY O BE COVERED.
LENGTH OF STRUCTURE VARIES
POST WITH SIDE PLATES 1k
SF rsp SEE DETAIL
EACH COMPONENT IS INTER -3 1R SLAB ATTACHMENT
MAY BE USED WHERE
%LEH ANY OTHER SFc r APERMITTEDLESS OTHERWISE SHOWN. SEE SCHEDULE
FOOTINGWHERE REQUIRED,
Wei
SEE SCHED. FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN TTICE STRUCTURE
1
THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
MAX. PROD,9EE SCHEDULEAg-o'_
1-10
LENGTH OF STRUCTURE VARIES
POST CRT:
SEE POST
NOTE: EACH COMPONENT IS INTER -70 CONSTRNN ` r1S Ao�y
CHANGEABLE WITH ANY OTHER Sfr p FOOTING, SEE Q 3 1R' SLAB TO CONSTRAIN
FT SCHEDULE pMAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN, �(Lc NOTE: EACH COMPONENT IS INTER- S QSTSp FOOTING, SEE
CHANGEABLE WITH ANY OTHER FF
OPEN LATTICE -TYPE PATIO COVER IeFOOTIN. WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. ryB�F SCHEDULE
FOOTING WHERE REQUIREDNG
SCALE: NTS SEE SCHED. FOR FOOTING OUSE SIZE SEE SCHED. FOR FOOTWO CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD m
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 412612011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
/o, 208.30 psf
DURALUM PRODUCTS, INC.
REVISED BY.
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ WIND
90,100 d 110 MPMSHEET
8289 ALPINE AVE., SACRAMENTO, CA 95828
(918) 452.7021 FAX 403-1519 ealeeQAurBlumcom
3 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
•25" 67" T=SEE TABLE BELOW 435=t� 40" 4T-
4
2.46" 170" aq"
.ao'�-�� 2s^
1.48 .40"40" .35"
4.50" 4.50" 3.00"
24.00"
ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI_ W PAN (SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.0
.018
11'-9"
101-8"
11'-9"
9'-7'
101-8"
8'-8"
10
.024
13'-9"
12'-7"
13'-9"
11'-3'
12'-6"
10'-3"
.032
032
15'-1'
14'-6'
15'-1'
13'-0"
14'-5"
11'-9"
20'-11"
.018
9'-8'
9'-8"
91-81
-8
9'-7"
9'-8"
.020
20
.024
111-6"
111-6"
11'5"
11'-3"
11'-6"
10'-0"
12'-10"
.032
13'-4'
13'-4"
13'-4"
13'-0"
13'-4"
15'-5"
165"
.018
8'-5"
8'-5"
8'-5"
8'-5'
8'-5"
8'-5"
30
.024
10' -0'
10'-0'
101-0'
10'-0'
10'-0'
10'-0'
10'-4"
.032
11'-7"
11'-7"
11'-7"
11'-7"
11'-7'
11'-2"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
—1— rLwr oUw MJn VM MUUML
12" x 3 1/2" W PANEL (SEE
NOTE 1 BELOW)
L.L.=
(PSF)
PANEL"T'
(IN.)
90 MPH SPAN
100. MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
14'-3"
14'-3"
14'-3'
14'-2"
14'-3"
12'-10"
.024
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
14'-1"
.032
18'-8"
181-8"
18'-8"
181-8"
181-8"
17'-3"
.040
20'-11"
20'-11"
20'-11"
20'-11"
20'-11"
19'-9"
20
.020
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
.024
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
.032
15'-5"
15'-5"
165"
15'-5"
15'-5'
15'-5-
.040
17'-3'
17'-3"
17'-3'
17'-3"
17'-3"
17'-3'
30
.020
10'-4"
10'-4"
19-4"
10'-4"
10'-4'
10'-4"
.024
11'-2'
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
.032
13' 6'
13'-6"
13'-6"
13'-6"
13'-6"
13'-8"
.040
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERB 0185
FDAE/2011
NE
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
to, 20 6 3o pef
DURALUM PRODUCTS, INC.
1(916)452-7021
Y:
RANCHO CUCAMONGA. CA (951) 70-2107
HORIZ. WIND
70, 80 8 110 MPHSHEET
8289 ALPINE AVE., SACRAMENTO, CA 95828
FAX 4031579 nales(a�A"rahmtcae
4 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS , 90/100/110 MPH EXPOSURE B & C
& ,77" .09R. (I sr
00 N .25"
ALL UNMARKED RADII.06R.
2.5' AR[RFIQVJv
45 ni
TYP 38•
75' 5'
'S.25'17.25"*
ALUM. ALLOY 3004-H36 OR EQUAL
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
No 3j794
r
8" x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
L.L.=
PANEL"f°
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
8289 ALPINE AVE.. SACRAMENTO. CA 95828
12-1`112-1"
12 -5'
12'-1"
12'-1"
12'-1'
11'-7"
SHEET 5 OF 33
020
12'-1'
12'A"
11'-1"
11' 8"
10'-1"
13.1^
13�1X-11"
13'-4"
13'-4"
13'-4"
12'-11"
.024
10
13'1"
13'-4"
13'-1'
12'-4"
12' 4'
11'-2"
14'-9"
14'-9"
14'-9"
14'-9'
14'-9"
14'-9'
10
.024
15'-3'
15 -3"
15 -3"
15'-3"
15'-3'
15,_3"
.032
14'-9'
14'-9"
14'-9'
14'-0°
14'-0"
13'-1"
15'-3`
15'-3'
15' 3"
14'-5"
14'-5'
17'-4'
032
17'-3"
17'-3"
17'4"
17'-3'
17'-3"
.040
17'-4'
17'-4°
17'-4"
16'-5°
16'-5"
15'-8°
17'-3"
17'-3'
17'-3"
16'-5'
16'-5'
19'-7-
.040
10'"
10'-10"
10'-
10'-0"
10'-0"
10'-0"
azo
19'-7"
19'-7'
19'-7
18'-7'
18'-7"
17'-9•
10'-3"
0-0
''
10'-0"1
9'-5"
9'-5'
8-9-
.018
10'-10'
10'-10°
10'-10"
10'-10"
10'-10°
10'-10"
.024
10'-3"
10'-3"
9'-11"
9'-7'
20
10'-10'
10'-10"
10'-10°
10'-5"
10'-5`
10'-01
.;2011'-0'
�llv�-00—
12'-7"
12'-7"
12'-7'
12'-7"
.032
12•_7•
12'_7'
12'_7•
12'_7•
.Oza
12'-7"
12'-7"
12'_7-
12•_2•
12'_2•
11•-8"
.040
14 -3"
14'-3"
14'-3"
14'-3"
14'-3'
14'-3'
14'-3"
14'-3"
14'-3'
13'-9"
13'-9"
13'-3"
.032
7.8•
T-8-
7.8^
7•-0^
7.8°
7,_8"
020
14'-3'
14'-3°
14'-0°
13'-10"
13'-10"
13'-3°
7'-8'
7'-8•
7'-8'
T-5'
T-5'
T-0"
.040
9'_5°
9,_5°
9'_5°
9'_5d
9.-5'
9'-5"
024
16'-2'
16'-2'
16'-2'
151-8"
151-8"
15'-1"
30
9--5-
9,_5"
g, 5°
9,'3"
g,"3•
9' 0"
.018
10'-11°
10'-11"
10'-11°
10'-11"
10'-11"
10'-11"
032
8'-11'
8'-11'
8'_11•
8'-8"
8'-8'
10'-11 °
10'-11 °
10'-11 °
10'-9"
10'-9"
10'-6"
.020
12 -5'
12 -5"
12'-5"
12'-5-
.0410
.040
9'-7'
9'-7°
g'-7•
��12�-3"12'-3"
g•�•
g•_t•
30
.024
12'-5"
12'-5"
12'_5•
rl0'-7°
�101'4-101-r'-7'0'-7"
11111"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
No 3j794
r
FIGURE INDICATESFIGURE INDICATES ENCLOSED
NOT ENCLOSED ���JJJ IN ACCORDANCE WITH CBC & IBC
APPFNInIX I
6" x 2 Y" FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
L.L.=
PANEL"i
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN,)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
I EXP.0
8289 ALPINE AVE.. SACRAMENTO. CA 95828
12'-5"
12 -5'
12'-5"
2'-5° 1
12'-5
12'-3`
SHEET 5 OF 33
018
12'-5"
12'5`
11'-8"
11' 8"
10'-7'
13'4"
13'4'
13'-4"
13'-4"
13'-4"
13'-2"
.020
13'-4"
13'-4"
13'-4`
12'-r
12'-7°
11'-5"
14'-9"
14'-9"
14'-9"
14'-9'
14'-9"
14'-9'
10
.024
14'-9'
14'-9"
14'-9'
14'-0°
14'-0"
13'-1"
17'-4"
17'-4"
17'-4"
17'-4"
17'4°
17'-4'
032
17'-4'
17'-4°
17'-4"
16'-5°
16'-5"
15'-8°
19'-7'
19'-7"
19'-7"
19'-7'
19'-7-
.040
19'-7"
19'-7'
19'-7
18'-7'
18'-7"
17'-9•
10'-3"
10'-3"
10'-3'
10'�"l0'-3°
10'-3`10'-3"
.018
10'-3"
10'-3"
9'-11"
9'-7'
11'-0"
11'-0"
11'-0'
11'-0"
11'
.;2011'-0'
�llv�-00—
11'-0'
11'-0"
10'-8"
12•_7•
12'_7'
12'_7•
12'_7•
.Oza
P12'4"
2'-r
12'-7'
12'a•
12.2°
12'-2"
11,_9.
14'-3°
14'-3"
14'-3°
14'-3'
14'-3"
14'-3"
.032
14'-3'
14'-3°
14'-0°
13'-10"
13'-10"
13'-3°
16'-2'
16'-2"
16'-2'
16'-2'
16'-2"
1 6'-2"
.040
16'-2'
16'-2'
16'-2'
151-8"
151-8"
15'-1"
8'-11"
8'-11'
8'_11•
8'-11°
8'-11•
.018
8'-11'
8'-11'
8'_11•
8'-8"
8'-8'
9 -7'
9'-7"
9'-r
9'-7'
9'-7'
9'-7"
.020
9'-7'
9'-7°
g'-7•
gam•
g•�•
g•_t•
30
.024
10'-7`
10 -7"
10'-7'
rl0'-7°
�101'4-101-r'-7'0'-7"
10r
10'-4"
032
12'-5°
12'5"
12'-5"
12'-5°
12'-5°
12'-5"
12'-5"
12'-5"
12'-5'
12'-1'
12'-1•
11'-9"
14'-1"
14-1°
14'-1'
14'-1"
14'-1"
040
14'-1°
33'-B"
13'-8•
FIGURE INDICATESFIGURE INDICATES ENCLOSED
NOT ENCLOSED ���JJJ IN ACCORDANCE WITH CBC & IBC
APPFNInIX I
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERH 0195
SCALDATEE: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10. 20 830 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA• CA (951) 741-2107
HORIZ. WIND -
8289 ALPINE AVE.. SACRAMENTO. CA 95828
90. 100 8 110 MPH
(918) 452-7021 FAX 403-1518 aelea@duraiunteom
SHEET 5 OF 33
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
r #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM
�/
24"
24" TRI -"V" PAN
F#10 OR #14 X Y4"S.M.S.
AT EACH VALLEY TO BEAM
°T * SEE NOTE BELOW
12"
12" x 3 1/2" W PANEL
r#10 OR #14 X Y4' S.M.S.
/ AT EACH VALLEY TO BEAM
* SEE NOTE BELOW
6.00"/ 8.00"-
6"
.00"
6" / 8"x 2 %Z" FLAT PAN W/(2) -V'S
NOTE: FASTENERS INDICATED ARE TO BE USED
AT EACH SUPPORT BEAM AND HEADER
* USE #10 FOR 90 & 100 MPH WIND SP
USE #14 FOR 110 MPH WIND SPEED
FAN BEAM (19'-0" MAX SPAN)
HEADER
CEILING FAN AND/ T=.075" TYP. 2 1/2"
EXIST. WALL OR LIGHT FIXTURE
( MAX. 30 lbs. )
FAN BEAM ALUM. ALLOY 6063-T6
EXIST. WALL—,,,,,ATTACHMENT AT HANGER CHANNEL
FAN B71.L
SEE TABLE HANGER
SHT.9 CHANNEL
FAN BEAM
#12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL
ATTACHMENT AT HEADER
FAN BEAM #14 x 31/2' S.M.S. SCREW
AT BEAM
FAN BEAM
OFiw3S/
P.1c
2 1/2"
0.042"x3"x8" HEADER #14 x 31/2" S.M.S. SCREW
ftn Al AT BEAM
DRAWN BY: E.N.TOM
CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4262011
PANEL FASTENERS
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
/ FAN BEAM
HORIZ. WIND
8289 ALPINE AVE., SACRAMENTO, CA 95828
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
90, 100 8 110 MPH
FAX 403.1519 ssIeS@dumIum.com
SHEET 6 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
6.5 L
-6.5*MAX. 2'
y 32
2- h �. r iym� .032'
ffOR
M. ALLOY 3004-H3 MD. 3794 9 .042'
EQUAL/f
ALUM. ALLOY 3004-H38
* SEE
z KAI-1, i
"T" 0 v 90 MPH 1 100 MPH l 1 0 MPH
(PSF) (IN.) mo EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
16" 12'-2' 12'-2" 12'-2" 11'-10' 11'-10' 11'-5"
.024
24' 9'-11" 9'-11" 9,-11" 9'-8' 91-8" 9'-3"
16" 16'-3" 16'-3" 16'-3" 15'-9' 15'-9" 15'-2-
10 032 f � ,
'—�-24" 13'-3" 13'-3" 13'-3' 12'-10'
16- 21'-4" 21'-4"• 21'-4" 20'-8" 20'-8" 19'-11 °
.042
24" 17'-5- 17'-5' 17'-5" 16'-10- 16'-10" 16'-3-
16' 9'-4" 9'-4" 9'-4' 9'-4' 9'-4- 9'-2'
.024
24" 7'-7" 7'-7" T-7' 7'-7" 7'-7' T-6"
16" 12'-5' 12'-5" 12'-5" 12'-5" 12'-5• 12'-3'
20 .032
24' 10'-2' 10,-2" 10'-2- 10'-2- 10--2- 10'-0-
16" 16'-4" 16'4' 16'-4" 16'4' 16'-4" 16'-1"
.042
24" 13'-4" 13'4" 13'4" 13'-4" 13'-4' 13'-2"
024
16' - - - - -
24' - - - - - -
16" 10'-3" 10'-3" 10'-3' 10'-3" 10'-3' 10'-3"
30 .032
24' 8'-4" 8'-4" 8'-4" 8'4' 8'-4° 8'4"
16' 13'-5" 13'-5' 13'-5" 13'-5- 13'-5" 13'-5"
142
24" 11'-0"
r 11'-0" 11'-0" 11'-0" 11'-0" 11'-0"
EXPOSURE B & C
3.0' 8.0'
042°
ALUM. ALLOY 3004-H36
OR EQUAL
7k SEE NOTE BELOWT
TRIBUTARY
09
OR EQUAL
3 x 8 RAFTER
- CLEAR SPAN
L.L.=
a
90 MPH
100 MPH
i
(PSF)
DBL. 2 x 6 1/2" RAFTER
o
( PSF)
(IN)
EXP. 8
90 MPH
100 MPH
110 MPH
Z
O EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0
20
.024
16"
17'-3'
17'-3°
17'-3"
16'-8°
16'-8"
16'-1"
24" 14'-1" 14'-1' 14'-1" 13'-7" 13'-7"
13'-2"
10
.032
16" ,
23'-0"
23'-0'
23'-0"
22'-3"
22'-3"
21'-6'
24" 18'-9" 18'-9' 18'-9" 18'-2" 18'-2'
17'-6"
19'-7"
.042
16"
30,-2"
30'-2'
30'-2'
29'-3"
29'-3'
28'-2'
24' 24'-7" 24'-7" 24'-7° 23'-10' 23'-10"
23'-0"
11
.024
16"
13'-2'
13'-2"
13'-2"
13'-2'
13'-2'
13'-0"
24" 10'-9' 10'-9" 10'-9' 10'-9" 10'-9"
10'-7"
20
.032
16"
17'-7'
17'-7"
17'-7"
17'-7'
17'-7"
17'-4'
24" 14'-4" 14'-4' 14'-4" 14'-4" 14'-4"
14'-2"
11 12 1
.042
16'
23'-1"
23'-1"
23'-1'
23'-1'
23'-1'
22'-9"
24" 18'-10" 18'-10" 18'-10" 18'-10' 18'-10'
18'-T
12
.024
16'
10'-10"
10'-10"
10'-10'
10'-10'
10'-10"
10'-10'
24° 8'-10" 8'-10" 8'-10" 8'-10" 8'-10"
8'-10'
30
.032
16"
14'-6°
14'-6°
14'-6'
14'-6"
14'-6"
14'-6"
24" 11'-10" 11'-10" 11'-10' 11'-10" 11'-10"
11'-10"
.042
16"
19'-0"
19'-0"
19'-0°
19'-0"
19'-0"
19'-0"
24"15'-6' 15'-6" 1 15'-6- 15'-6" 15'-6'
15' -6 -
EXPOSURE B & C
3.0' 8.0'
042°
ALUM. ALLOY 3004-H36
OR EQUAL
7k SEE NOTE BELOWT
LO4 16' 17'-9" 17'-9' 17'-9° 17'-9• 17'-9" 17 -7"24' 14'-6' 14'-6' 1 14'-6" 1 14'-6" 1 14'-6° 1 14' 4"
- I - I - I - I - I -
16° 1 14'-7' 14'-7• 1 14'-7" 1 14'-7' 1 14'-7' 1 14'-7"
.042
30 24° 11'-11° 11'-11' 11'-11' 11'-11" 11'-11° 11'-11"
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTInlr2SPAN-O.H.
O.H.
h
TRIBUTARY wIDTH
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
09
TABLE
3 x 8 RAFTER
- CLEAR SPAN
L.L.=
a
90 MPH
100 MPH
110 MPH
(PSF)
(IN.)
o
5P, B
EXP.0
EXP. 8
EXP.0
EXP. B
EXP.0
19
20
16"
24'-6°
23'-5'
24'-0'
22'-8"
23'-5"
21'-10°
8
042
9
10
10
11
1'
4 5 5
6 6
7 7
8
8 9
9
19'-1'
19'-7"
18'-6"
19'-1-
17'-10"
10
5 6 6
7 7
8 8
9
9 10
10
11
11
LO4 16' 17'-9" 17'-9' 17'-9° 17'-9• 17'-9" 17 -7"24' 14'-6' 14'-6' 1 14'-6" 1 14'-6" 1 14'-6° 1 14' 4"
- I - I - I - I - I -
16° 1 14'-7' 14'-7• 1 14'-7" 1 14'-7' 1 14'-7' 1 14'-7"
.042
30 24° 11'-11° 11'-11' 11'-11' 11'-11" 11'-11° 11'-11"
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTInlr2SPAN-O.H.
O.H.
h
TRIBUTARY wIDTH
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
LIVE LOAD -
- CLEAR SPAN
(FT.)
IAPMO ERN 0195
DATE: 4/28MOI t
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
RAFTER SPAN3
10.2013 0 psf
O.H.
6 7 8
9 10
11 12
13
14 15
16
17
18
19
20
21
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
6 8
9 9
10
10 11
11
12
12
13
13
14
4'
- - -
9 91
10 10
11
11 12 1
12 1
13
1 13
1 14
14
15
5'
- - -
- I -
I 11 1 11 1
12
12 1 13 1
13 1
14
1 14
1 15
1 15
16
LO4 16' 17'-9" 17'-9' 17'-9° 17'-9• 17'-9" 17 -7"24' 14'-6' 14'-6' 1 14'-6" 1 14'-6" 1 14'-6° 1 14' 4"
- I - I - I - I - I -
16° 1 14'-7' 14'-7• 1 14'-7" 1 14'-7' 1 14'-7' 1 14'-7"
.042
30 24° 11'-11° 11'-11' 11'-11' 11'-11" 11'-11° 11'-11"
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTInlr2SPAN-O.H.
O.H.
h
TRIBUTARY wIDTH
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 4/28MOI t
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
RAFTER SPAN3
10.2013 0 psf
DURALUM PRODUCTS, INC.
l(916)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
HORIZ WIND.
9o, 100 6 110 MPH
9269 ALPINE AVE., SACRAMENTO, CA 95828
FAX 4031519 ealeeQdwelurnoom
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' 3 2 MAX. HEIGHT C = 10' ,� G, =3"SO:Xt?188"
I I I 3.00" SQ. 13 ".�.'.
3.00"$Q. 024"T@EA
10 SMS 3.00" SQ. — H=3"SO.xl=.250"
032"24"OI yJ1.00�_. SIDE (-3"SO.xt=.313"
5"6.5" 3. C =4"SO.xt=.188"
14"R o^A U K =4"s .xt--.250"
TYP. ,048"STEEL=O5/8PLUG •28" OFl, 3.0" OR 4.0"
l
3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST rr� SQUARE "
WITH SIDE PLATES OD ALLUY 3' SQ. ALUM. POSA STEEL POST 11
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3 SQ. STEEL POST ALUM. ALLOY 6063-T6 $ `_ASTM A500 GRADE BASTM A500 GR 5 "'
ALUM. ALLOY 3.00" OR el
2
6063-T6 2.40" q 7/16"0 HOLE 4 -
1.375" FOR 3/8" MB 56" 2 FLANGES
0 2 1/8" APART
.75" f
0 ASTM GRADE 36 STEEL 1.125" 2 5"
INSTALL IYs" x IY2" x Ye" HDG
WASHEPLATE AT ANCHORS 75" 75" BASE FLARES
R
157" TO 3"WIDE EA.
1.5USE FOR 3'
1.60" T7'P-1== SIDE OF FLANGES
11
INSTALL 1r," x 1}4" x Y6' HDG 1 •090" TYP. POST ONLY t 5.50' (j1_7/16"0 HOLE��
'S
WASHER PLATE AT ANCHORS I T7�z
FOR 110 MPH 2- 5/16"0 HOLES & 2-3/8" HOLES
TYP. EA.-SID0
ALUM 'T' BRACKET ] STEEL "T"BRACKET
T
ALUM. ALLOY
6063-T6
"H" BRACKET
C
LU
r (4) -SDS 25412
uran�
x 8" ALUM. RAFT. BRACKET —�
3" x 8" ALUM. HEADER
1
HEADER BRACKETL0�J
DRAWN BY: E.N.INC
TOM CAMPBELL 8 ASSOCIATES, .
LIVE LOAD.
PATIO COVER'SYSTEM AS MFG. BY:
IAPMO ERp 0195
DATE: 4/28/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
I
10.20 8 30 FistDURALUM
PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
pDST TYPES
HORIZ WIND
90, 100 8 110 MPHSHEET
8269 ALPINE AVE., SACRAMENTO, CA 95828
(818)452-7021 FAX403-1519 sales®duralum.mm
8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1 50" WALL FASTENERS
.OB SEE TABLE
1.5 "
to
c cto .563"
_ N .281"
IO m WALL
`" "' m FASTENERS ALUM.ALLOY
SEE TABLE 6063-T6
O . O
1.75" OB
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
R.F. OR EXT. HANGER SEE TABLE
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X OR -'I ''
3x ALUM. RAFTER I1.y_L_
FASCIA BOARD _ ZEXIST. EAVES, RAFTER
ALLOWABLE PROJ. _ EXISTING EAV
SEE TABLE BELOW OVERHANG
Ta
(24- MAX.)
EXISTING EAVE CONNECTION O2
014 SMS @ PANEL
LOCKS OR #8 SMS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) '
ATEA CONTACT
AT WOOD STUD AT MASONRY (SOLID -GROUTED
AT 2x FASCIA
DESIGN 16' O.C. CELL AT FASTENER) OR CONC.
.200 _
LL=10 LL -20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL="M
CONTINUOUS A• RAIL
OCCURS)
ROOF PANEL
3 (WHERE
ALUM.ALLOY
014 SMS @ EA CONTACT
6063-T6
WALL CONNECTION
O
2.740"
']
T=.060"
WALL FASTENERS
SEE TABLE
APPROVED WOR 4'
ALUM.ALLOY INSUL ROOF PANEL.
6063-T6
I.R. HANGER
FAV
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) '
WIND
AT WOOD STUD AT MASONRY (SOLID -GROUTED
AT 2x FASCIA
DESIGN 16' O.C. CELL AT FASTENER) OR CONC.
OVERHANG (L)
LL=10 LL -20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL="M
90
A B B C D D E E F
100
A B B C D D E E F
110
A B B C D D E E F
18'-8"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
2'-0'
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX.
wo
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
'w
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
U) UJ LU
D=3/8"0 x 4" LAG SCREW AT EACH STUD
LLN�
'E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
8'-109
'F=3/8"0 x 1 1/8' AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2'-0'
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1
FAV
EXIST. RAFTER
DRAWN BY: E.N.
ALLOWABLE DECK / RAFTER SPAN I
RAFTER SIZE
SPACING
OVERHANG (L)
-LL=10
LL=20
LL001'
2" x 4"V-6"
16" O.C.
10, 20 8 30 Ps'
WIND
18'-8"
18'-8"
14'-2"1
2'-0'
14'-0"
12'-8"
9'-7"i
FULL OR
JFING TO PROVIDE SEAL
24" O.C.
OBRACKET
12'-5"
11'-8"
8'-109
2" x 6"V-6"
2'-0'
9'4"
7'4"
5'-71
NOTCHED
2"x6" FULL OR
1
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11'
19'-4"
14'-81
k
2"x8" FULL OR24"
O.C.
2'-0"
31'-11"
31'-11"
25'-O�r
2"x10" NOTCHED
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf
EXISTING LUMBER AT OVERHANG: #20 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10# L.L.=(2)#14 SMS I
�— 20#/30#L l =(2)814 -SI
U -BRACKET
3/4" OR 1 1/2"---
3 2"x61/2'OR
5 -MIN. 3" x 8" ALUM.
RAFTER
-A3/4' OR 1 1/2'
EXISTING WOOD STUD FRAMING
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 L.L.=20 AND
(2' MIN. PENETRATION INTO
EXISTING WOOD STUD)
NOTE ,USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXIIST STUD SPACING
SEE 14 FOR•ATTACHMENT MATERIAL.BETV
RAFTER --TO O
I
�sMINGLE F
WALL CONNECTION'
IN
No.
14 SMS T&B
AT 12" O.C.
'r til
� 3/16'
B" 0 STEEL
F L v 0 '1/4'0 HOLES,TYP.
1 114'
NOTE: PROVIDE WATER
PROTECTION. METAL FLASHING
( CAUCK JOINTS AND SLOPE
r TO DRAIN
FOR SPAN SEE ALLOWABLE
DRAWN BY: E.N.
DECK/RAFTER SPAN TABLE
NGTH
LIVE LOAD a
COVER SYSTEM AS MFG. 8
7.A QR 2" I.Ff1f FR
IAPMO ER# 0195
psf/2'
p(3)-#W.S.
}A 14x1 3/4"
10, 20 8 30 Ps'
WIND
JPUATIO
RALUM PRODUCTS, INC.
8289 ALPINE AVE.. SACRAMENTO, CA 95826
PATI. COVER
NOTE: BRACKET
"SIKA FLEX' OR SIMILAR
MAY BE MOUNTED
EN BRACKET AND COMP.
BELOW RAFTER WI
JFING TO PROVIDE SEAL
SAME CONNECTION'S.
OBRACKET
CONNECTION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD a
COVER SYSTEM AS MFG. 8
IAPMO ER# 0195
DATE: 4/28/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10, 20 8 30 Ps'
WIND
JPUATIO
RALUM PRODUCTS, INC.
8289 ALPINE AVE.. SACRAMENTO, CA 95826
REVISED BY:
RANCHO CUCAMONGA CA (851) 741-2107
ATTACHMENTS
80,0100 8 MPM
(916) 452-7021 FAX 403.1519 sale s@durelum.mm
SHEET 9 OF 33
COLUMN/
POST TYPES
& SURFACE
MOUNT AND
EMBEDMENT DETAILS
FOOTING SIZE
SINGLE POSTS
EMBED.
ALUM.TBRACKET USE WITH N
BOLTS
20"
21" SQ.
_ _ 12•
-r BRACKET
(2)-12.0
POST TYPE B,C.D.OR E.
22"
STEEL POST ONLY:
16"
25'- 30• CUBE
@ 3 -SQ. POST W/
3 1/4'
STEEL.TBRACKET USE WITH. '
26"
USE POST TYPE
F• G. H. J OR K
(3}5/8.0 BOLTS
FOR POST TYPE J
31'- 34" CUBE
(2)-#12 SMS EA.
3"SQ. POST
-
3" SO. POST
POST TYPE B,C,D,E.F,G.H.J OR K
ALUM.TBRACKET:USE
i
25'
�•
(4)-314.0
SIDE OF POST OR
)
(2 8HILTI
KWIK BOLT"OS OR EQUALI
i
30"
4
(4}3/4'0
114• M.B. THROUGH
POST
34"
STEEL.'i'BRACKET:
t
12 DEPTH OF i i
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
BOLTS
MIR
16"INSERT
40" 60" SQ. 39"
f
! SEE NOTES BELOW
USE (2}3/8'0 HILTI KWIK
FOOTING OR I I
YUR ALL OTHER
CONDITIONS q 5•
x .188"
(2}1/4"0 POWERS WEDGE-
BOLTS OR EQUAL
12' MIN. EMBD. t I
ASTM A36
BOLTS+, OR EQUAL, EACH
2 W EMBEDMENT DEPTH
7STEEL
4
BRACKET TO SLAB.
FOR KWIK BOLTS)
•' • 1 ".
.t: ;f;
w
T.O.C.
MINIMUM DISTANCE TO
' I
Lj
EDGE OF SLAB = 4" OR
TO CRACK - 10"
I
�;:
Iy
w 5
B
ASTM A572 STEEL
(1 " MIN. EMBEDMENT)
HiQ
a
G
_'�
'.•. • :
vw
i w
DErTH[ 4
(1}t12.0M.B. s �.tT.• .'•
_ ��'
3n8•
x 9 M'
va
, SLAB SHALL BE IN
`
v POURED CONCRETE
FROM END i •'
w m
-
' GOOD CONDITION
I I
FOOTING SEE NOTE
OFF ¢"
O m
3- SO. POST STL.)
( -
3 1/2' MIN.
k,
FOR 512E
SEE FOOTING
1
;� .�
POURED
Z
SQUARE, SEE FTG.
OR FLUTED
OR 4' SQ. POST (STL.)
SCHEDULE QUARE—CONCRETE
SCHEDULE IN BEAM
INSERT
ItN BEAM SPAN TABLE
L
FOOTING SPAN TABLE
._ .
PL.5/8"THK.
7
I
OS
SQUARE POST EMBED.
EXISTING SLAB
3' SQ. POSTS TO CONC. FOOTING 1
INTO FOOTING
9
---
—
t vz• 6•
1 1n•
ATTACHED �`
ALTERNATE FTG.`,
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18' SQ. 12"
BOLTS
20"
21" SQ.
_ _ 12•
23• & 24' CUBE
(2)-12.0
31/4"
22"
! 25" SQ. {
16"
25'- 30• CUBE
(4)-1IY0
3 1/4'
24" 28" SQ. 20'
26"
32" SQ.
23"
31'- 34" CUBE
(4)-5/8.0
4'
28"
35" SQ.
25'
35•-39•CUBE
(4)-314.0
43/4"
30" 39" SQ. 28'
32"
43" SQ.
30"
40"-a2' CUBE
(4}3/4'0
4 3/4•
34"
47" SQ.
32"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
36" 51" SQ. 34"
38" 55" SQ. 37"
40" 60" SQ. 39"
42" 64" SQ. 41"
44" 69• SQ. 43'
'CUBE FOOTING W/4' SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
W/INSERT.•MAG BEAM, 4- OR
r I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE-
2'
LATE.
2"XSit"X5WAT
STEELwr BRACKET,
3. POST TYPE F
DO NOT USE STEEL "T"
BRACKET W/7'1 -BEAM.
WELDED STEEL BASE PLATE UO
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE. SEE SHT. 9
9" SQ. x 5/8'
B, C, D, F, G• & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
9"x9'x 5/8"
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
COLUMN
LIVE LOAD •
PIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 428/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
SURFACE MOUNT
AND EMBEDMENT
10.20 & 30 pbf
HORIZ. WIND
IDUTRALUM PRODUCTS, INC.
8269 ALPINE AVE.. SACRAMENTO. CA 95828
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
80. 100A 110 MPH
(916) 452-7021 FAX 403.1519 bales@duralurtuom
SHEET 10 OF 33
HEADER BEAM. TYPES & ATTACHMENT DETAILS, -
1 52"
ETAILS1'52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00 SPLICE WHERE
79" OCCURS SPLICE WHERE _ SPLICE WHERE
OCCURS OCCURS' ,
clr
= ms2.57"
3" as TYP
f14
08"
TYP2.1s° 2.04•
2" 2.04- I
.038" R.F. GUTTER.
FASCIA -ALUM. O
ALLOY 3004-H36 - A
6.5" ROLLFORMED
r 3- -1
07"
T0YP.-11.
SPLICE
DRAWN BY: E.N.
DATE:4/28Q011
_T
WHERE
OCCURS
LIVE LOAD "
4-
ALUM. ALLOY _
8083.76
F
4" I -BEAM
SCALE: NONE '
3"
BEAM TYPES
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
--
.042"
HORIL WIND
8"
-ALUM. ALLOY 3004-H38
'OR EQUAL
UAL
1
3x -8 BEAM W/ STL. INSERT
oss
TYP.
2.7•
ALUM. ALLOY-
6063-T6
LLOY 6063-T6 B
4.5" GUTTER
f-- 4" —I
28"
3!
' ASTM A653 GRADE 40 -
ALUM. ALLOY ' ALUM. ALLOY +
606346.
6083-T6 E
• MAG. GUTTER O MAG BEAM O 3" SQ. STEEL•BEAMO
(iQ� �.. e4 3.0• '
w�Q ,�, z° . s.s• Marx. .i• A e.s
SPLICE —� .042"
WHERE "
Ll
OCCURS ..024" -
_
—.0321 — 032" 8.0"
110" .042•
TYP.
ALUM. ALLOY ALUM. ALLOY 3004-H38 OR EQUAL ALUM. ALLOY 3004 H38 OR EQUAL ALUM. ALLOY 3004-H36 ,
8083-T6 J J OR EQUAL
7" I -BEAM ` O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM O
3x86EAM1.2255'
MAX
� 3" e" MaJ(.� 3"E.042"
• 625"
_ 375"
To 14 GA •-
• 7.6 $" ASTM A653 GRADE 50 6.656" =
ALUM.. ALLLOYOY
8063.76
L ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-1136 X11.
OR EQUAL - � OR EQUAL 625n 1' � .375„
• 2.875" F�� . I-1.75•—
ODBL. 3 x 8 BEAM- 'N 3 x 8 BEAM _ O 7" I -BEAM, `'C" •
W/ DOP
DBL. 3 x 8 BEAM BL. 3 x 8 STL. INSERT STEEL INSERT SPLICE /INSERT
DRAWN BY: E.N.
DATE:4/28Q011
' TOM CAMPBELL 8 ASSOCIATES, INC:
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
- '
IAPMO ERu 0195
SCALE: NONE '
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
HORIL WIND
8269 ALPINE AVE., SACRAMENTO, CA 95328
90.1008110 MPH
(818)452-7021 FAX403-1519 selesOdulelum.com
SHEET 11 OF 33
SPLICE DETAILS
SIMPLE SPLICE
9"
FULL MOMENT
r i
#10 S.M.S. II TYP. THICKNFTSS =.035-
#12 S.M.S. II
(9 TO. TYP. THICKNESS =.035' (24 TOT
6.38"
II 11
+ t + ++ + + + + ++
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 & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WHE
OCCUF
TOTAL- (8}7/210 k3UL Qi
R
CAMPBELL 8 ASSOCIATES, INC.
BEAM
BEAM
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DURALUMPRODUCTS, INC.
1.00"
0 e
2. 0"
0 0
O O
Ir
in
SPLICE DETAILS
10. 2083opsf
WIND
8289 ALPINE AVE., SACRAMENTO, CA 95828
I
16" 1.
I -BEAM ALUM ALLOY
ALUM. ALLOY
6063-T8
4" I -BEAM 3'-0'-
MOMENT CSPLICE
0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCU
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
No
BEAM TO POST DETAILS
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
e
R
CAMPBELL 8 ASSOCIATES, INC.
BEAM
BEAM
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DURALUMPRODUCTS, INC.
1. 5"
0
4.5"
0 0
O O
Ir
in
SPLICE DETAILS
10. 2083opsf
WIND
8289 ALPINE AVE., SACRAMENTO, CA 95828
I
16" 1"
1,-1"
I -BEAM ALUM ALLOY
MOMENT C -SPLICE
No
BEAM TO POST DETAILS
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
e
R
CAMPBELL 8 ASSOCIATES, INC.
BEAM
BEAM
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DURALUMPRODUCTS, INC.
IAPMO ERp 0195
Ir
in
SPLICE DETAILS
10. 2083opsf
WIND
8289 ALPINE AVE., SACRAMENTO, CA 95828
I
NOTCH 1 -BEAM FLANGE
I -BEAM ALUM ALLOY
RANCHO CUCAMONGA. CA (951) 741-2107
AS NEEDED TO CLEAR
(6061-T6) ALTERNATE I
(916)452.7021 FAX 403.1519 sales@dumlum.mm
SO. POST,CONNECT WEB
STL. C -BEAM
TO POST W/(2)-1/2"0
THRU-BOLTS
SO. POST
BEAM TO POST CONN.
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8-O.C.
MAX. STAGGER IN BEAM
PANEL
4'x3" ALUM. 'I* BM. OR / ' (4)-114.0 M.B. BEAM
7'x4' ALUM. "I" BM. J 1 r—TO BRACKET
2- 3/8"0 M.B. THRU STL.'r
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.TOM
CAMPBELL 8 ASSOCIATES, INC.
BEAM
BEAM
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DURALUMPRODUCTS, INC.
IAPMO ERp 0195
DATE: 412612011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SPLICE DETAILS
10. 2083opsf
WIND
8289 ALPINE AVE., SACRAMENTO, CA 95828
I
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 8 110 MPH
(916)452.7021 FAX 403.1519 sales@dumlum.mm
SHEET 12 OF 33
BEAM TO POST CONNECTION DETAILS
3" x 8" x.042" BEAM,
3" SQ. STEEL OR
.F.
MAG BEAM.
3.00" 3• SO. POST
OR .240•
1'-0"
OPTIONAL DECORATIVE FASCIA
GUTTER FASCIA
6 - #14 SDS
3'-0"
( WOOD. ALUM, OR HARDSORD I
MAG BEAM
3"SO. STL. BEAM
3' SO. POST
2414 x I/Y S.M.S. EACH SIDE OF 3'
BEAM TO POST
50. POST t4 -TOTAL
ALTERNATE: 1/4.0 BOLT W/ WASHER
DURALUM PRODUCTS. INC.
.. EA.
SIDE OF 3' SO. POST
RANCHO CUCAMONGA. CA (951) 741-2107
+
1.10"
.75
SHEET 13 OF 33
J I !.50"
,
3' SO. POST
(4)#14 SDS @ EA SIDE
nSL
x 1/2S.M.S. EACH SIDE OF 3'
o
OST aTOTALERNATi
aOLT
OUP
1/4'0 W/ WASHER
ROLLFORMED OR
00
EA SIDE OF 3' SO. POST
BEAM TO POST CONNECTION DETAILS
3" x 8" x.042" BEAM,
3" SQ. STEEL OR
.F.
MAG BEAM.
3.00" 3• SO. POST
OR .240•
1'-0"
4 - #14 SDS
GUTTER FASCIA
6 - #14 SDS
3'-0"
"
MAG BEAM
3"SO. STL. BEAM
3' SO. POST
13
BEAM TO POST
10.20 8 30 psf
DURALUM PRODUCTS. INC.
1 1.50"
.28"L 2.. �-
2'
P,
1 1/2" SQ ,OR.2_LATTICE TUBE�� _
ALUM. ALLOY 3105-1-125
28.. -�--
L 377 2,1
• P
2"x3" LATTICE TUBE 1
"L" FASTENERS
1'-0"
4 - #14 SDS
T-0"
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING = 3/4'
FASTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
H - BRACKET TO POST
1 1/2' SQ.,'Y
OR 2"x3" LAT
#8 x 2.'SMS. 2 1/2' @ 3" O.C. Mil
OR 3 1/2', TYP. r— UP TO 6"O.0
RAFTER
LATTICE TUBE TO RAFTER
NO.
- (4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
.750
- (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO BEAM
#14 x 1/2" S.M.S. TOP
'-"�� ��.-/
TOM CAMPBELL & ASSOCIATES; INC. "
LIVE Lpgp o
& BOTT. (2).TO12-
3
I .••,
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10.20 8 30 psf
DURALUM PRODUCTS. INC.
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENT •
=ROOFELo
8269 ALPINE AVE.. SACRAMENTO. CA 95828
(918)452-7021 FAX 403-1579 aelee(�dumlwncom
SHEET 13 OF 33
FASTENER 6 1/2-
(4)#14 SDS @ EA SIDE
o
OUP
TOP & BOTT. TOT.=16
ROLLFORMED OR
00
EXTRUDED GUTTER
ALUM. BRACKET X
#14 S.M.S.@12"O.C.
FASCIA
1'
"L' SEE TABLE
6 1 /2'x2'x.024
X 3" ALUM. OR
TEEL POSTtt1F
RAFTER
_
RAFTER "TAIL" TO GUTTER 15
H - BRACKET TO POST
1 1/2' SQ.,'Y
OR 2"x3" LAT
#8 x 2.'SMS. 2 1/2' @ 3" O.C. Mil
OR 3 1/2', TYP. r— UP TO 6"O.0
RAFTER
LATTICE TUBE TO RAFTER
NO.
- (4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
.750
- (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO BEAM
DRAWN BY: E.N.
'-"�� ��.-/
TOM CAMPBELL & ASSOCIATES; INC. "
LIVE Lpgp o
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERM 0795
DATE:4R82011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10.20 8 30 psf
DURALUM PRODUCTS. INC.
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENT •
HORIZ. WIND e -
90. 100 & 110 MPH
8269 ALPINE AVE.. SACRAMENTO. CA 95828
(918)452-7021 FAX 403-1579 aelee(�dumlwncom
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION
/BEAM SPLICE TO
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTEF
BOLT CONNECTIO PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
I N 4.5'OIR6"
3"x 3"STL.POST (24")0 ALTERNATE:
INSERT ATTACHED OR (2}2x8.5" OR
3"x 3"STL.POST COLUMN (2)-3"x8"HEAD
FOR FREESTANDING
(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"
74.5" OR 3"x8" RAFTER
• ALTERNATE: 1/2' BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 24.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) -1/2" BOLT OR
CONNECTOR (2} #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
140
OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS Qr PP U Ie In1e1nC
1 .F."1-1
�IVWA�
F1 OR F-
6-#14 SMS
EACH SIDE
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
#14 SMS MAY
BE USE AS
ALTERNATE TO
1/4"0 BOLTS
8" BEAM
6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHEC
POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 21
POST SCHEDULE
3" SQ. x.032" + (2)-2" x 61/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032"
-11W/ (6)-#14 S.M.S. EACH SIDE. a2 W/ (6}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
EXISTING
DRAWN BY: E.N.
SHEATHING
2"x6Y2'x0.024"
WE LOAD •
ALUMINUM MEMBER
WITH WOOD FILL OR
3 !
2"x6" NOMINAL LEDGER
LATTICE
(NEW OR EXISTING)
F
REVISED BY:
(2) SIMPSON SDS25600
G'`.� EXISTING
�i:fl �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 34"
3" SQ. POST LONG SDS Q EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
DRAWN BY: E.N.
TO CAMPBELL & ASSOCIATES, INC.
WE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERM 0195
OATS' 4282011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
CONNECTIONS
HORIZ WIND -
90. 100 & 110 MPNSHEET
8269 ALPINE AVE., SACRAMENTO, CA 95826
14 OF 33
(918)452.7021 FAX 403.1519 salesQduralum.com
MINIMUM NUMBER OF REQUIRED COLUMNS
FOR ATTACHED -OPEN. LATTICE'& SOLID COVERS
'. 2"X6.5"X0.024"
SIDE.PLATES
2"X6.5"X0.032" SIDE•PLATES
o
POST fl
POST 02
�o
- 90 MPH 100 MPH 110 MPH m
90 MPH 100 MPH 110 MPH
EXP, B
I EXP, C EXP: B EXP. C EXP. B EXP. C ..EXP.
B
EXP. C EXP. B
EXP. C EXP. B .EXP. C
4' 2
2 2 2' -2 3 4.
2_
2 2
2 2 2 ,
5' 2
2- 2 3 2 3 5'
2
2 2
`. 2_ 2 2 -
6' 2
3 2 3 3 4 6'
2
2 .2
2 2 3
7' 2
3. 3 4 3 4 7'
2
2. 2
2 2 3
8' 3
M
3 3 4 4 5 8'
2
2 '2
3 2 3
9' • 3
4 3 _5.. 4 6 9'
2
3 2
3 2 4.
' 10' 3
4' 4 5 4 6 10'
2
.3 2
3 3^ 4
- 11' 4
5 4 6 5 7 11' .
2
3 2
4 3• 4 `
12' 4
5 4 6 5 7 _ 12'
2•
3 3
4 3 5-
13' 4
5 5 7 6 8 13'
2
_3 3
4- 3, 5
14' 4
6 5 7 6 8 14'
3
4 3
'`4 4 5
15' 5
'6 '5 8 6 1 9 15'
3
4 -3
5 4 6
THE MINIMUM NUMBER OF COLUMNS SHOWN IN THE
TABLES ABOVE REPRESENT TYPE D COLUMN
DETAILED ON SHEET 8 R �d
N
No.
j
IAPMO ERN 0195
DRAWN BY: E.N.
oATE:4nenatl
TOM CAMPBELL 8 ASSOCIATES, INC. -
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
-
SCALE: NONE
REVISED BY:
IAL RESIDENTIAL STRUCTURAL ENGINEERING,
RANCHO CUCAMONGA, CA (851) 741.2107
MIN
MINUMUM
REQUIRED COLUMNS
t0, 20 8 30 paf
MORIZ. WIND �
PRODUCTS, INC.
IDU
8289 ALPINE AVE., SACRAMENTO, CA 95928
90.100 8110 MPH
(8181452•)021 FAX 403•1519 salea@
0uralurneoin
SHEET 15 OF 33
10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
N.
ATE11
TOM CAMPBELL & ASSOCIATES, INC.
6.5" ROLLFORM /
4" I -BEAM
PATIO COVER SYSTEM AS MFG. BY:
4.5" /
MAG GUTTER
3" SQ. STEEL
BEAM
7" I -BEAM
10 20 S 30 vs1
DURALUM PRODUCTS, INC.
1(918)452-7021
MAG BEAM
BY:
RANCHO CUCAMONGA CA (951) 741-2107
AND ATTACHED
HORM NAND
90.100 d 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95826EVISED
SHEET 18 OF 33
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
x
7o
MAX.COL.
rr
SPACING
ON SLAB*MIN.
SSPAIN)
ING
SSPCAN)
SPACIN
(SPAN)ING
(SPAIN)
��NG'
MIN POST
POST
POST MINFT(ING'
MIN.)
POST
MIN.S(SPAN)
POST
SING'
FT'G
FTG
FT
TG
TYPE
(IN
TYPE
�(NG'
TYPE
TYPE
(IN.)
TYPE
POST
TYPE
POST
TYPE
POST
TYPE
G'
POST
TYPE
POST
TYPE
4'
17'-0"
13'-4"30
F
18
B"
31
G
19
14'-4"
30
F
18
11'-5"
28
F
17
27'-0"
35
23
12'-8"
20
21
B
13'-3"
21
B
10'-101.
19
B
25'-0"
G
25 B
5
13'-7"
12'-3"
29
F
19
B
30
G
20
B
12'-10"
29
F
19
B
10'-7"
28
F
1 B
B
24'-2"
34
24 B
� 4-
21
22
11'-11"
21
10'-0"
20
22'-4"
G
26 E
6'
11'-4"
11'-2" ,
28
F
20
B
M4'-4
29
G
21
B
11'_9„
28
F
20
B
9'-11"
27
F
19
B
22'-1"
33
G
24 B
10-4"
22
23
10'-10'
22
9'-5"
21
20'-5"
27 E
7'
9'-8"
10'-4",
27
G
zo
B
"
28
G
21
B
10"10"
28
G
z0
B
e'-5"
27
G
19
B
fo'
33
G
25 B
9-7"
22
24
10'-0"
23
9'-0"
22
18'-11"
28 E
8'
8'-6"
9'-8"
27
G
21
B
"
28
G
22
B
10'-2"
27
G
21
B
9'-1"
26
G
20
B
19-1
32
G
26 B
-10"23
24
8'-10"
23
8'-7"
22
17'-8"
29 E
9'
7'-7"
9'-2"
27
G
21
B
10'-8"
28
G
22
B
9'-7"
27
G
21
B
8'-8"
27
G
20
B
18'-O"
32
G
26 E
7'-10"
23
9'-6"
25
7._10..
24
7,_10..
23
16'-8"
29 F
10'
6'-9"
8'-8"
27
G
21
B
10'-1"
27
G
22
B
e,_1„
27
G
22
B
8-a
27
G
21
B
17._1„
31
G
27 E
24
8'-7"
25
7'-1"
24
7'-1"
23
15'-10"
30 F
11'
6'-2,.
8'-3"
28
G
22
B
9'-2"
28
G
23
B
8'-8"
28
G
22
B
7'-11"
27
G
21
B
16'-4"
31
G
27 E
6'-5"
24
7'-10"
25
6'-5"
24
6'-5"
24
15'-1"
30 F
12'
5'-8"
71-15'-11..
29
G
2225
B
8'_5"
29
G
2326
B
-
-
-
-
-
7 -75'-11"
28
G
2224
B
15'-14
30
G
2731 E
7_2"
-5„
F
13'
5'-2..
7'-7"5,-5"
29
H
2225
B
7'-96.7"
29
H
23
B
-
-
-
-
-
71�
29
H
22
B
1513'-10,.
30
H
2831 E
26
5,_5„
4
F
14'
4'-10"
715,-1"
30
H
2 25
B
7'-26._2..
30
H
2426
B
-
-
-
-
-
7-15'-1„
29
H
2
B
14'-13.x„
30
H
2831 E
24
F
15'
4'-6"
7 -,q,
31
H
2
B
6'-85._9,.
31
H
2427
B
-
-
-
-
-
6--1 4,_9"
30
H
122
B
14 =o
31
H
28�, E
e"
25
, 11„
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B -� ,J
/� FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
N.
ATE11
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
ERN 0195
fDRAVI=
CALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10 20 S 30 vs1
DURALUM PRODUCTS, INC.
1(918)452-7021
BY:
RANCHO CUCAMONGA CA (951) 741-2107
AND ATTACHED
HORM NAND
90.100 d 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95826EVISED
SHEET 18 OF 33
10 N L.L 90 MPH
FAX 1031519 sales duralum.com
10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
DBL. 3"x8" BEAM
DATE: 4I26S01 t
NONE
>
FREESTANDING
3"x8" BEAM
DURALUM PRODUCTS, INC
EACH w/ A 3"x8" STL. INSERT
RANCHO CUCAMONGA. CA (951) 741.2107
MAX.POST MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
O
MAX.COL.
ATTACHED MAX.POST FREESTAND ATTACHED
o
00
IY
SPACING
ON SLAB+.
SPACING SPACING
FOBE3x 8'
�C' FTG. MIN
co a _
FTG •
MIN.SPACING
�C''
�C''
�C''
MIN.SPACING
�C''
2 z6S"� 032
POST
(IN')
POST
(SPAN)
(IN')
POST
(IN')
POST
(SPAN)
(IN')
POST
POSMINT
POST (SPAIN) 7TG
POST3(IN.)
(IN') (IN')
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE TYPE TYPE
4'
17'-0"
12'-8� 1218'-10„
29
F
1 2U
B
18'-216,-9„
32
G
2 22
B
23'-2�
34
G
2 2b B 33'-4"30'-9"
37
G
25
B
4'
-9"
_9"
8
5'
13'-7"
11'-4" 11'-4"
28
F
19
B
16'-3"
31
G
21
B
21'-1 °
33
G
23 B 29'-1
36 .
G
26 B
5,
10'-6" 10'-7"
21
15'-0"
23
19'-6"
26 27 =6'
29 E
6
11-4
10'-4" 10'-4"
28
F
19
B
14'-10"
30
G
22
B
19'-3"
32
G
24 B 27'-3"
35
G
26 B
,
6
9 -7" 9'-8"
21
13'-8"
24
17'_9"
26 C 25'-2"
30 E
7'
9'-8"
9'-7" 9'-7"
27
G
20
B
13'-8"
30
G
22
B
17'-10"
32
G
24 B 25'-2"
35
G
27 B
7,
8'-10" 8'-11"
22
12'-8"
25
16'-5"
27 C 23'-3"
30 E
8'
8'-6"
9'-0" 8'-11"
27
G
20
B
12'-10"
29
G
23
B
16'-8"
31
G
25 B 23'-7"
G
28 B
8,
8'-4" 8'-4"
22
11'-10'
25
15'-5"
28 E 21'-9"
31 E
9
7'-7"
8'-6" 8'-5"
27
G
21
B
12'-1"
29
G
23
B
15'-9"
31
G
25 B 22'-3"
G
28 E
,
9
7'-10" 7'-11"
23
11'-2"
26
14'-6"
28 E - 20'-6"
32 F
10'
6'-9"
8'-0" 8'-0"
27
G
21
B
11'-6"
28
G
23
B
14'-11"
30
G
26 B 21'-1"
33
G
29 E
10'
7 -2 7'-6"
23
10'-7"
26
13'-9"
29 E 19'-6"
32 F
11'
6'-2"
7'_8„ 7'_7"
28
G
21
B
10'-11" ,
28
G
24
B
14'-3"
30
G
26 B 20'-1"
33
G
29 E
11'
6'-6" 7'-2"
24
10-1"
27
13'-2"
29 E 18'-7"
33 F
12'
5'-8"
7'-0" 7'-4"
29
G
22
B
10'-6"
29
G
24
B
13'-7"
30
G
26 B 19-3"
32
G
30 E
12'
6'-0" 6'-10"
24
9'-8"
27
12'-7"
30 E 17'-9"
33 F
13'
5'-2"
6'_6" 7'_0"
29
�-�
22
B
10'-1" "
29
�--�
24
B
13'-1"
29
H
27 B 18'-6"
32
H
30 E
13'
5'-6" 6'-4"
24
9'-3
27
12'-l-
-1"
30 E 17'-1"
34 F
14'
4'-10"
6-0 6-911
6'-0"
30
H
2225
B
9'-e'18'-11„
30
H
2 28
B
12'-1'x,_8„
30
H
27 B 17
32
H
334 E
14'
5' 2„ 5'-10"
0 E 16'-5"
F
15'
4'-6„
5'-74.9" 6'-65,-6„
31
H
2225
B
9-4
31
H
2 28
B
12'-1';,_3„
31
H
17,15'-11„
23, B
31
H
3134 E
g'-8"
E
F
15,
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD
PATIO COVER SYSTEM AS FG. Y:
[I-MOEII.195SCALE:COMMERCIAL
DATE: 4I26S01 t
NONE
AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10.20 & 30 psf
DURALUM PRODUCTS, INC
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
HORIZ- WIND o
90, 100 8 110 MPH
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 17 OF 33
t0I LL. 90 MPH
(916) 452-7021 FAX 403-1519 sales r�duralum.com
4'
10#
L.L.
100 MPH FREESTANDING & ATTACHED SOLID PATIOS
12' OR LESS
EXP. B & C
B
15'-5"
6.5" ROLLFORM /
4" I -BEAM
20
4.5" /
MAG GUTTER
3" SQ. STEEL
BEAM
7" I -BEAM
B
11'-1"
29
G
MAG BEAM
B
26'-0"
36
G
24 B
11'-11"
~
o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
23'-5"
SPACING
ON SLAB*
SPACING
(SPAN)
�G
MIN.
FTG.
MIN•
SPACING
(SPAN)
FTG
MIN.
FTG
MIN.
SPACING
(SPAN)
FTG
MIN.
FTG
MIN.
SPACING
(SPAN)
FTG.
MIN
FTG
MIN.
SPACING
(SPAN)
FTG.
MIN
FTGPOST. MIN.
23'-3"
35
G
(IN,)
TYPE
(IN.)
TYPE POST
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN')
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
TYPE
(IN.) POST
TYPE
4'
17'-0"
13'-0"
31
(,
20
B
15'-5"
32
G
20
B
13'-10"
31
G
20
B
11'-1"
29
G
18
B
26'-0"
36
G
24 B
11'-11"
21
13'-11"
22
12'-5"
22
10'-5"
20
23'-5"
27
5'
13'-7„
11'-9° , "
30
G
20
B
13'-10
31
G
21
B
12'-4"
30
G
20
B
10'x"
29
G
19
B
23'-3"
35
G
25 B
10 -8
22
"
12 -5'
23
11'-2"
22
9'-8"
21
21'-0"
28 E
6'
11'-4"
10'-9" „
29
G
21
B
12'-7"
30
G
22
B
11'-3"
29
G
21
B
9'-8"
28
G
20
B
21'-3"
35
G
26 B
9'-9
23
11'-4"
24
9'-9"
23
9'-1"
22
19'-2"
28 E
7'
9'-8"
10'-0"
29
G
21
B
11'-8" "
30
G
22
B
10'-5"
29
G
22
B
9'-3"
28
G
21
B
19'-8"
34
G
27 B
8'-4"
23
10'-6
25
8'-4"
24
8'-4"
23
17'-9"
29 E
8'
8'-6"
9'_4„
28
G
22
B
10'-11"
29
G
23
B
9'-9"
28
G
22
B
8'-10"
28
G
21
B
18'-4"
33
G
27 B
7'-4"
24
9'-8"
25
7'-4"
24
7'-4"
23
16'-7"
30 E
9'
T -T'
8'-9"
28
G
2224
B
10'-3"
29
G
23
B
9'-3"
28
G
23
B
8'-5"
28
G
22
B
17'-4„
33
G
28 E
6'-6"
8'-7"
26
6'-6"
25
6'-6"
24
15'-8"
30 F
10'
6'-9"
8'-4"
29
G
23
B
9'-4"
29
G
24
B
8'-6"
29
G
23
B
8'-0"
29
G
22
B
16'-5"
32
G
28 E
5'-10„
25
7'-9"
26
5'_10"
25
5'-10„
24
14'_10„
31 F
11'
6'-2„
T_9„
30
H
23
B
8'-5"
30
H
24
B
7'-9"5,�„
30
H
2325
B
7'-8"5,-4"
30
H
2325
B
15= q�-2,
32
H
2931 E
5'-4"
25
- "
7 1
26
F
12'
5'-8"
7'-1"
30
H
23
B
7'-9"
30
H
24
B
-
-
-
-
-
T-1"
30
H
23
B
15'-0"
32
H
29 E
4'-10'
26
6'-5"
27
4'-10
25
13'-6^
32 F
13'
5'-2"
6'-7"
31
H
24
B
7'-2"
31
H
25
B
-
-
-
-
-
6'-7"
31
H
23
B
14'-5"
31
H
29 E
4'_6„
26
6'-0"
27
4,_6"
25
13'-0„
32 F
14'
4'-10"
6 _1
32
H
24
B
6'-8"5
32
H
2
B
-
-
-
-
-
6-1- -4,_2"
32
H
2 25
B
13'- 2,
32
H
3033E
4'-2 ,
26
-6"
28
6„
F
15'
4'-6"
5-8�'„
32
H
2427
B
6'-2"F-,"
32
H
2
B
-
-
-
-
-
5'-
32
H
2 25
B
13'-5',,_1„
32
H
30�� E
28
, _,
F
I* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:,
IAPMO ERN 0195
DATE: 4/28/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 630 psf
HORIZ WIND
DURALUM PRODUCTS, INC.
6269 ALPINE AVE., 3ACRAMENTO, CA 95828
REVISED BY:
RANCHO CUCAMONOA CA (851) 741-2107
AND ATTACHED
10 N LL 100 MPH
90,100 6 110 MPH
(918) 452-7021 FAX 403-1519 sales@duralum.com
SHEET 18 OF 33
10#. L. L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS.
DRAWN BY: E.N.
DATE: OR82011
SCALE: NONE
12'
OR LESS
EXP. B & C
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DBL.
2"x6.5"x.032" BEAM
3"x8" BEAM
/
RANCHO CUCAMONGA, CA (951) 741.2107
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
DBL. 3"x8" BEAM
a
(918)452-7021 FAX4031519 eeles@durelum.eom
SHEET 19 OF 33
EACH w/ A 3"x8"
STL. INSERT
oMAX.COL.
m —
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAXPOST
FREESTAND
ATTACHED
FREESTAND
ATTACHED
o
of
SPACING
ON SLAB,
FOR DBL.
FOR 3° x 8°
FTG.
MIN.
FTG.
MIN.
SPACING
(SPAN)
FTG
MIN.
FTG
MIN.
SPACING
FTG
MIN.
FTG
MIN.
MAX POST
SPACING
3
FTG
MIN.
MIN.
2-x6.5'x.032'
BEAM
((N,)
POST
TYPE
(IN)
POST
TYPE
(IN')
POST
TYPE
(IN')
POST
TYPE
(SPS)
(IN.)
POST
(IN')
POST
(SPAN)
(IN')
POST
FTG
(IN')
POST
4'
17'-0"
12'-2"
11'-0"
12'-4"
30
G
19
B
17'-5"
33
G
21
B
22'-8"
35
TYPE
G
23
TYPE
B
32'-0"
39
TYPE
26
TYPE
,
11'-1"
21
15'-9"
23
20'-5"
26
28'-11"
G
29
B
4
5'
13'-7"
10'-11"
s' -1o"
11'-0"
s'-11"
29
G
20
22
B
15'-7"
32
G
22
B
20'-3"
34
G
24
B
28'-8"
38
G
27
B
,
1a'-1"
24
18'-3"
27
25'-10"
30
E
5
6'
11'-4"
10'-0"
9'-0"
10'-1"
9'-1"
29
G
20
B
14'-3"
31
G
23
B
18'-6"
34
G
25
B
26'-2"
37
28
B
,
22
12'-10"
25
16'-8"
27
C
23'-7"
G
31
E
6
7'
9'-8"
9'-3" 8'-4
9'-4" 8r_5�
28
G
2123
B
13'-111'-11"
31
C7
2 26
B
17'_2"
33
G
26
B
24'-3"
36
G
29
B
15'-5
28
C
21'-10
32
E
7.
8'
8'-6..
8'-8" 7 -9"
819.1.7'-10"
28
G
2123
B
12'-411'-1"
30
G
2 26
B ,
16'-04,_6„
32
G
2 29
B
22'-8"0'-5..
35
G
29
B
8'
E
2
E
9'
7'-T'
8'-2"
7'-2"
8'-3"
7'-5"
28
G
22
24
B
11'-7"
10'-6"
30
G
24
27
B
15'-1"
32
G
27
B
21'-4"
35
G
30
E
9
13'-8"
2s
E
19'-3"
33
F
10'
6'-9" 17'-9"
7'-10"
29
G
22
B
11'-0"
29
G
25
B
14'-4"
31
G
27
B
20'-3"
31
E
24
9'-11"
27
12'-11"
30
E
18'-3"
34
G
34
F
10'
11'
6'-2..
7'-1 5'-11"
7'-5" 6,_2"
30
H
2 25
B
10'-6"9,_6,.
30
H
2
B
13'-821"
31
H
28
B --E—
19'-47_5"
34
H
3134
E
28
p
F
11,
12'
S'-8"
6'-6" 5'-5"
7 -1" 5,_8"
30
H
2 25
B
10'-1 "9r-1"
30
H
2 28
B
13'
31
H
2 31
B
18 s._8.,
34
H
3235
E
11'-10,.
E
F
12,
13'
S'-2.,
"
31
�-,,
23
B
9'-8"
31
H
26
B
12'_7"
31
H
28
B
17'-9"
33
H
32
E
25
8'-s"
28
11'-4"
31
E
16'-0"
35
F
13'
4'-10"0"
M5'-7"6'
32
H
23
B
9'-4"
32
H
26
B
12'-1"
32
H
29
B
17'-2"3214'
33
H
EF
26
8'-5.,
29
10'-11"
32
E
15'-5..
35
14'
15'
4'-6"
"
32
H
2 26
B
s'-0"
32
H
2
B
11'-8'0-7..
32
H'
2
B
16114'-11"
33
H
3 36
E
8._1"
29
32
E
F
15'
* THE MAXIMUM COLUMN SPACING
ON EXISTING SLAB
SHALL BE
THE SMALLER OF
THE MAXIMUM SPACING SHOWN IN
THIS
COLUMN
OR THE
MAXIMUM POST SPACING SHOWN FOR THE
R4F �C
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8° EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B —a
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
IAPMO ER# 0195
DRAWN BY: E.N.
DATE: OR82011
SCALE: NONE
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID
FREESTANDING
POST SPACING TABLEE.....
LIVE LOAD a
10, 20 "0; 30 sf
P
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
AND ATTACHEDHORIZ
WIND a
8289 ALPINE AVE., SACRAMENTO, CA 95828
100L.L. 100MPH
(918)452-7021 FAX4031519 eeles@durelum.eom
SHEET 19 OF 33
10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWNBY: E.H.
TOM CAMPBELL 8 ASSOCIATES, INC.
6.5"
ROLLFORM
/
4" I -BEAM
DATE: 4RBR011
SCALE: NONE
4.5" /
MAG GUTTER
10, 20 6 30 P of
DURALUM PRODUCTS, INC.
3" SQ.
STEEL
BEAM
7"
I
NORM WIND -
80,100 8 110 MPH
8289 ALPINE AVE, SACRAMENTO, CA 95828
MAG BEAM
10 # LL 110 MPH
(918) 452-7021 FAX 403.1519 sales@Euralum.com
SHEET 20 OF 33
-BEAM
ax
p
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
1-
SPACING
ON SLAB *
SPACING
(SPAN)
SPACING
(SPAN)
SPACING
SPACING
SPACING
FTG.
MIN.
POST
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
MIN.
(IN.)
TYPE
(IN')
POST
TYPE
(IN.)
POST
TYPE
(IN')
POST
TYPE
(SPAN)
(IN')
POST
(IN')
POST
(SPAN)
(IN.)
POST
(IN.)
POST
(SPAN)
FTG.
(IN,)
FTG.MIN.
(IPI') POST
4'
17'-0"
12'-7^ "
31
H
20
B
14'-9"
32
H
21
B
13'-3"
32
TYPE
H
21
TYPE
B
10'-9"
TYPE
19
TYPE
24'-11"
TPOST YPE
TYPE
26
10'-8
22
12'-6"
23
11'-2"
22
10'-1"
31
H
21
B
21'-0"
37
H
28 B
5'
13'-7"
11'-3" "
30
H
21
B
13'-3"
32
H
22
B
11'-10"
31
H
21
B
10'-0"
30
H
20
B
22'-3"
26 B
9'-4
23
11'-2"
24
g'_4"
23
g'_2"
23
18'-9"
36
H
29 E
6'
11'-4"
10'-4"7'-10"
30
H
22
B
12'-10,-2"
31
H
225
B
10'_ „10„
30
H
22
B
9'-57'-10"
29
H
2123
B
20'-47,-2„
2729 B
4
4
35
H
E
7'
9'-8"
9'-7"
29
H
22
B
11'-29,_5„
30
H
225
B
10'-O6
29
H
23
B
8'-115
29
H
2 24
B
18'-101*15'-11„
2 B
6'_8"
4
-8"
5
-8"
35
H
30 E
8'
8'-6"
8'-9"
29
H
23
B
10'-5"
30
H
24
B
8'-9"
29
H
23
B
8'-7"
29
H
22
B
17'-7"
29 B
5'-10"
25
8'-9"
26
5'-10"
25
5'-10"
24
14'-10"
34
H
31 E
9'
7'-7„
7'-105
30
H
23 5
B
9-67'-10,
30
�.I
2527
B
7'-1 5'_2"
30
H
2426
B
7'-10"'_
30
H
23
B
16'-7"
29 E
2"
5 2 „
25
14'-0"
33
H
32 F
10'
6'-9"
7 -0 4'_8^
31
H
2 26
B
8'-s"7
31
H
2 27
B
7'-0"4'_8"
31
H
2426
B
7'-0"4,-8"
31
H
225
B
15'-9°3,-3"
3032E
-0^
33
H
F
11'
6'-2"
6'-5"
31
H
24
26
B
T'9"
,
31
H
25
B
6'-5"
31
H
24
B
6'-5"
31
H
24
B
15'-0"
30 E
6'-5
27
4'-3"
26
4'-3"
26
12'-8 ,
33
H
33 F
12'
S'-8"
5'-13'-11 ^
32
H
2 27
B
T V
32
H
26
B
-
-
-
-
-
5'-10"
32
H
24
B
14'-4"
32
H
31 E
5'-10"
28
3'-11"
26
12'-1"
33 F
13'
5'-2"
5-s'3'-7^
33
25 7
B
6'-7"
33
J
26
B
-
-
-
-
-
5'"5^
33
J
24
B
13'-10"
33
J
31 E
5'-5"
28
3'-7"
26
11'-8"
33 F
14'
4'-10"
- 03,x"
33
25 7
B
6'-15'_0„
33
2 29
B
-
-
-
-
-
5-0'3'x"
33
2 26
B
13'-4"
33
J
31 E
34 F
4'-8"
"
34
J
25
B
5'_g"
34
j
2711'-3"
B
-
-
-
-
-
4-8- -
2426
12'-�10"�
32� E
1
28
4'_8"
29
�'_ 1 „
34
B
�„
34
J
,
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B —a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWNBY: E.H.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
MO ERA 0195
F
DATE: 4RBR011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 6 30 P of
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMON(iA, CA (851) 741-2107
AND ATTACHED
NORM WIND -
80,100 8 110 MPH
8289 ALPINE AVE, SACRAMENTO, CA 95828
10 # LL 110 MPH
(918) 452-7021 FAX 403.1519 sales@Euralum.com
SHEET 20 OF 33
10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8" BEAM WINSERT
DBL. 3"x8" BEAM
IAPMO ERp 0195
>
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3"x8" BEAM
10, "&,.,.
0 830 paf
1
DURALUM PRODUCTS, INC.
1(916)452-7021
EACH w/ A 3"x8" STL. INSERT
T
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
AND ATTACHED
10 p L.L. 110 MPH
HORIZ WIND =
90,100 8 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 85828
FAX 403.1519 aeleaQduralurttmm
SHEET 21 OF 33
MAX COL
MAX.POST MAX.POST
FREESTAND
ATTACHED
MAXPOST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED FREESTAND ATTACHED
MA
o
_o
00 3
SPACING
ON SLAB*
SPACING SPACING
FOBEAM 8'
Dx
(SPAN)
SPACING
(SPAN)
LING MIN.FTG.
FTG.
S(SPCAN) �G'
m
FTG.
FTG.
MIN.SPACING
FTG.
MIN.
FTG.
MIN.
FTG'
MIN.POST
2x6 5"FOR
032°
(IN,)
POST
(IN')
POST
(IN.)
(IN')
(IN')
POST POST (IN.) POST
(IN') (IN')
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE TYPE TYPE
4'
17'-0"
11'-8" 11'-101,
31
H
20
B
16'-8"
34
I --I
23
B
21'-8"
36
H
25 B 30,_8"
40
H
28 B
4,
9'-8" 10'-0"
22
14'-1"
24
18'-4"
27 25'-11"
30
5-
13'-7„
10'-5'8 10'-7'8,-11
30
H
2123
B
14'-1 i 2,-7"
33
H
2
B
19'-1'6,_5„
35
H
26
B 27'-23
39
H
29
5,
-10^ "
25
28 -2^
1NB
6'
11'-4"
9-7" 9'-8"
29
t.{
21
B
13'-8"
32
�-�
24
B .
17'-9"
34
H
26 B 25'-1"
38
I -,I
30
6,
81"'2"23
,_ "
11 6
26
14'-11"
28 C 21'-2"32
7'
9'-8"
8'-10" 8'-11"
29
H
2224
B
12' 7"
31
H
227
B
16t 3,-10"34
H
2729 B 23'-;
37
H
3033 B
7'
7 _5" 7,�"
0'-8"
C 9,-7"
E
8'
8'-6"
8'-3" 8'-4"
29
H
2 24
B
11'-1 o"
31
H
227
B
16-4"
33
H
28 B 21'-8'8-4"
36
H
3133 B
8,
7.0„ s'-10"
_0„
'-11 ^
o E
E
9'
7'-7,.
7'-1o"s-6 7'-10"6.1"
30
�{
2325
B
11'-29,_5"
30
H
228
B
14'-s"2,-2"
H
2 30 B 20'-67,-3"
36
H
3234 E
9,
.33
E
F
10'
- 6'-9"
7-2 7,_6,
31
H
2325
B
10'-78'-11"
31
H
228
B
13'-9'1-7"
32
�"{
19'5"
2 31 B
35
H
3235 E
10,
5'-11" 5'-5"
E 6'-5"
F
11'
6'-2"
s' -s" 7'-1"
31
H
24
B
10'-1"
31
�„�
27
B
13'-1"
32
H
29 B 18'-s"
35
H
33 E
11'
5'-4" 4'-11"
26
8'-6"
29
11'-0"
31 E 15'-7"
35 F
12'
5'-8"_
5'-11'4,-11^ s'-10"
32
H
2 26
9-8"
32
H
229
B
12'-6"0,-7^
32
H
30 B 17,14'-11"
34
3336 E
12,
4,_6"
.B
8,-2"
32 E
F
13'
5'-2"
5'-6" 6'-3°
33
J
2426
B
g'_3„
33
27
B
12'-00,_2„
33
J
3032 B 17'-04,x„
34
J
3436 E
13,
4 -6" 4 -2"
7'-10"
0
E
F
14'
4'-10"
5'-1" 5'-10°
33
25
B
8'-11"
33
28
B
33
J
30 B 16
34
X37 E
14
4'-2" 3'-11„
27
7'-6„
30
s'-9"
3g E 3'-10"
F
15'
4'-6"
5,_9„ 5-5"
34
J
227
B
8'-7"
34
J
2 30
B
11'-29,_5"
34
3133 B 15''13,x"
34
J
3 37 E
15'
3'-11" 3'-8"
7•-3^
F
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B --[�
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
U E LOAD;
PATIO COVER SYSTEM AS MFG. Y:
IAPMO ERp 0195
DATE: 42812017
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, "&,.,.
0 830 paf
1
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
AND ATTACHED
10 p L.L. 110 MPH
HORIZ WIND =
90,100 8 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 85828
FAX 403.1519 aeleaQduralurttmm
SHEET 21 OF 33
20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
DRAWN BY: E.N.
DATE:
TOM CAMPBELL 8 ASSOCIATES, INC.
6.5"
ROLLFORM
MAG BEAM
/
4"1
-BEAM
SCALE:: NONE NONE
4.5" /
MAG GUTTER
10, 20 8 30 psf
1
3" SQ.
STEEL
BEAM
7"
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
I -BEAM
8269 ALPINE AVE„ SACRAMENTO, CA 95820
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
FREESTAND
ATTACHED
:3g
00
MAX.COL.
SPACING
ON SLAB*
SPACING
(SPAN)
SPACING
(SPAN)
SPACING
(SPAN)
SPACING
MAX.POST
SPACING
FTG.
MIN
POST
FTG
'
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
MIN.
(IN)
TYPE
(IN )
TYPE
(IN'1
TYPE
(IN'1
POST
TYPE
(IN')
POST
TYPE
(1N')
POST
(SPAN)
(1N')
POST
(IN')
POST
(SPAN)
(IN.)
POST
FTG
POST
4
8'-11"
10'-59
31
H
1 z1
B
12'-��,�"
32
H
2023
10'-�0
1922
TYPE
9'-6"9'-1„
TYPE
1
TYPE
2o' -s"
TYPE
(IN')
TYPE
9"
B
z°
31
H
g
30
H
21
B
3s
H
24
F
5'
7'-1"
9'-4„8,_8„
30
H
2
B
10'-11”
31
H
21
B
9'-9"9,-1
30
H
2 23
B
8' 108,x"
1
19'-2"
18'-47
27
2528
22
10'-1"
23
^
29
H
22
B
2"
35
H
F
6'
S'-11"
8_67'-10„
29
H
2123
B
9'-8"8,_5"
30
H
2 24
g
8'-1
29
H
2123
g
8'-2"7,_8"
H
2
16'-95,
26
7'-10"
29
23
B
8„
34
�-{
9
F
7'
S'-1 "
7 -1 6,_8„
29
H
2124
g
8'-3"
30
H
2225
B
8'-3"6.8"
29
H
2124
g
7'-7"6.8"
28
H
2123
15'-64,
26
7,-3"
B
6„
34
H
9
F
8'
4'-5„
7'-4"
5'-10„
29
22
24
B
7'-3"
29
H
23
B
T_8„
29
H
22
B
7'-1"
29
H
21
B
14'-6"
27
6,-„
25
5'-10"
24
5'_10„
23
13'-6"
33
H
30
F
9'
3'-11„
6'-11"
30
H
22
25
B
6'-55_7"
30
H
2326
B
7'-3"5,_2„
30
H
2224
g
6'-8"5,_2"
30
H
2123
13'-82,_9„
2731
B
33
H
F
10'
3'-6"
6'-7"
4'-8"
31
H
22
25
B
5'-9"
5,_1^
31
H
23
26
B
6'-11"
31
H
22
B
6'-4"
31
H
21
B
13'-0"
32
H
2831
4'-8„
24
a'-8„
23
12'-1"
F
11'
3'-2"
6'-3"
3"
31
23
25
B
5'-3"
31
j
24
B
6'-5"
31
22
B
6'-0"
21
12'-4"
28
4'-7^
27
4'-3"
24
4'-3"
31
23
B
11,-4„
32
J
32
F
12'
-
5'-10"
3'-11"
32
J
23
26
B
4'-10"
32
.�
24
B
5'-10"
32
J
22
B
5'-9"
21
11'-10"
29
4'-2"
27
3,_11"
24
3'-11"
32
.�
23
B
10'-5"
32
J
32
F
13'
_
5' -5"
33
23
26
B
4'-5"
^
33
24
B
5'-5"
33
22
B
5'-5"
33
21
11'-0"
2932
3'-11
27
3,_7"
24
3,_7"
23
B
9,_7"
33
F
14'
-
5'-0"
3,�"
33
24
26
B
4'-2"
3'-7"
33
25
28
B
5'-0"
33
22
B
5'-0"
33
21
B
10'-2"
33
29
F
3,�"
24
3,�„
23
8'-11"
33
15'
-
4' -8
34
24
B
3'-103
34
2
B
4 -8"3,-1„
34
J
2
4'-8"
21
9'-6"
30
3'-1„
27
-4"
28
24
B
34
J
23
B
Q
34
J
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FIGURE INDICATES EXPOSURE B -fa
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
�I�MOEFW5
DRAWN BY: E.N.
DATE:
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID SPACING TABLE
POST
LNE LOAD.
PATIO COVER SYSTEM AS MFG. Y:
SCALE:: NONE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
1
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND -
8269 ALPINE AVE„ SACRAMENTO, CA 95820
20 p LL 110 MPH
110.100 & 110 MPH
(916)452.7021 FAX 4031519 Bales®durelum.ean
SHEET 22 OF 33
20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE: FOOTNOTE: "SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS. CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
DRAWN BY: E.N.
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8" BEAM WINSERT
DBL. 3"x8" BEAM
It
DATE; 488/2011
SCALE: NONE
3"x8" BEAM
EACH w/ A 3"x8" STL. INSERT
}
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
5 o
MAX.COL.
ATTACHED MAX.POST FREESTAND ATTACHED
S
MAX.POST MAX.POST
FREESTAND
ATTACHED
SPACING
ON SLAB ►
SPACING SPACING
FOR6"
SPACING
(SPAN)
SPACING
(SPAN)
MIN. SPACING MIN. MIN.
m 3
MIN.
MIN.
MIN.
MIN.
MIN.
2 x65'FORDx 032' BEAD
(IMG
TPYOPE
(ING
ripe
(ryG.
TYPE
(NG
TYPE
(IN.)
PTIOPE
(NG TYPE (SPAN) (NG TPOST POST
(IN.)
YPE (IN.) TYPE
4'
8'-11"
9' 8" 9'-9"
30
H
19
B
13'-9"
33
H
21
B
17'-10"
35
H
23 C 25'-3"
39
H
26
F
4'
9'-0" 9'-1"
21
12'-10"
24
16'-8"
26 E 23'-7"
29
5'
7'-r'
8'-7" 8'-8"
29
H
20
B
12'-4"
32
H
22
B
16'-0"
34
H
24 C 22'-7"
H38 H
27
F
5'
a'_1^ 8,,1»
z2
1 r -s"
24
1a'-1 r'
27 E 1.
3o
6'
5'-11•,
7'-10"7 7'-11"
29
H
2 23
B
11'-1 �,-6•,
31
H
225
B
14'-13.8„
34
H
2 C 20'-89.3»
37
H
28
F
6'
_o» 7,_5„
2s E
1
7'
5'-1»
s' -11116'-o" 7-4-
28
H
2123
B
10'-59,-9"
31
H
23
B
13'-6'2,-7^
33
H
::- C 1917'-10"
36
H
28
F
7'
s'-1 o^
E
2
8'
4'-5"
6'-1" 6'-10" S
29
H
2124
B
9'-9"
30
H
2 26
B
12'-8
32
H
17
2 29 E
35
H
29
F _
81
-3" _5"
s,_1„
-10"
E 16'-8"
2
9'
3'-11»
6'-6115'-11»
30
H
2224
B
9'-2"8,_7»
30
H
2
B
11'-'_2»
32
H
26 E 16'-10"15'-9"
35
H
30
F
9'
27
30 E
3
10'
3'-6"
6'-1"
ff4'-5"
31
H
2
B
6'-8"8,_1»
31
H
227
B
11'-4"0-7"
31
H
27 E 16'-0"14'-11'
34
H
30
F
10'
5,�»
24
0 F
4
11'
3'-2"
5'_7»
31
J
2225
B
8,_3"7,_6»
31
J
228
B
10'-90,_1»
31
2731 E
15-4-14'-3„
34
J
3134
F
11'
4'-10»
F
12'
-
4--0' 51-1'
32
J
2
B
7'-117,_5»
32
J
2528
B .10'49,_8»
32
1 1
2 31 E
34
J
3135
F
T-6" 4'-5"
25
.�
F 13'_8»
12'
13'
-
3'-9" 4'-8"
33
j
23
B
T-8"
33
26
B
9'-11"
33
J
28 E 14'-0"
33
J
31
F
13'
T-3" 4'-1"
26
7'-1"
29
9'-3"
31 F 13'-1"
35
14'
_
4,_4»
33
2326
B
T-4
33
26
B
91'78'-11„
33
2832 E 13'� 2,_7»
33
3 36
F
3, o„
3'-10»
6'-10"
9
F
.J
14'
15'
-
3'"3„ ,_ 4,_1„
34
23
B
7'-1"
34
26
B
9'-3"
34
J
29 E 13'-1"
34
32
F
,
10" 3'-T
26
6'-8"
29
8'-7"
32 F 12'-2^
36
15
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE: FOOTNOTE: "SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS. CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE Loan
ATIO COVER SYSTEM AS MFG. BY:
IAPMO ERp 0195
DATE; 488/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 b 30 peT
1PURALUMPRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
AND ATTACHED
20 9 L.L. 110 MPH
HORIZ. WIND a
80,100 6 170 MPM
8288 ALPINE AVE., SACRAMENTO, CA 95828
3)452-7021 FAX 403-1518 ealeg@dundunLcom
SHEET 23 OF 33
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
6.5"
ROLLFORM
MAG BEAM
/
4"
I -BEAM
FAWN:
/2011
NE
4.5 /
MAG GUTTER
10, 20 6 30 psf
DURALUM PRODUCTS, INC.
1(916)452-7021
3" SQ.
STEEL
BEAM
7"
I -BEAM
HORIZ. WIND"
so. 100 8110 MPH
8289 ALPINE AVE., SACRAMENTO. CA 95028
FAX 403-1519 sales®dumtum.4om
SHEET 24 -OF 33
o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
FREESTAND
ATTACHED
SPACING
ONSLAB*
SPACING
(SPAN)
SPACING
(SPAN)
SPACING
(SPAN)
SPACING
MAX.POST
SPACING
FTG.
MIN.
POST
FTG •
MIN.
POST
FTG.
MIN
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
(IN.)
TYPE
(IN')
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
TYPE
(IN.)
TYPE POST
(SPAN)
(IN.)
ST
TYPE
(IN.)
POS
TYPE
(SPAN)
(IN.)
(IN.)
POST
4'
6'-2"
9'-0"
30
18
B
10'-7"
31
�
19
B
9'-5"
30
19
B
8'-7"
j
18
B
17' 9"
TPo
YPE
23
TYPE
6,_7^
21
9'-10.,
22
s' -o.,
21
8,_3^
29
21
1x,_11„
35
j
2s
F
5'
4'-10"
29
19
B
8'-8"
30
20
B
8'-5"
29
19
B
7'-9"
28
19
B
15'-11"
34
2427
7,_8^
21
7'-11"
22
8'-1"
22
7'-5^
22
15'-2,
F
6'
4'-0"
7'-4"
7,
28
120
B
7'-3"
29
21
B
7'-9"
28
20
B
7'-1"
28
20
B
14'-6"
33
J
24
0"
22
6'-7^
23
7,�"
22
6'-9„
23
13'-10„
27
F
7'
3'-6"
6-10"
28
J
20
B
6'-3"
29
J
21
B
7'-2"
28
J
20
B
6'-7"
28
J
21
B
15'-6"
33
J
25
6,_6"
23
5'-8"
24
6'-8^
P2
6'-3„
23
14'-6
28
F
8'
-
6'-4"
5'-10"
29
J
21
23
B
5'-5"
29
J
22
B
6'-8"
29
J
20
B
6'-2"
29
J
21
B
13'-5"
32
J
26
F
4'-11"
24
5'-10"
2P
5'-10„
23
12'-9„
29
9'
-
6 0 5, 2"
30
2124
B
4'-10"4.5"
30
2225
B
s'-4"
30
2022
B
5'-s°5,-2"
30
2123
B
12'-;
32
2629
5,-2"
2,-0 ,
F
10'
-
5'-8"
4'-8"
31
.1
21
24
B
4'-4"
31
J
22
B
6'-0"
31
20
B
5'-6"
31
21
B
11'-10"
31
27
F
3'-11"
25
4'-8"
.1
22
4'-8"
.1
23
10'-10"
•1
30
11'
-
5-5
31
22
B
3'-11"
31
23
B
5'-8^
31
20
B
5'-3"
31
21
B
1o'-9"
31
J
27
4'-3"
24
3'-7"
26
4'-3"
22
4'-3"
23
9'-9"
30
F
12'
-
5'-2"
32
J
22
B
3'-7"
32
J
23
B
5'-5"
32
J
20
B
5'-0"
32
J
21
B
2731
3'-11"
25
3'-3"
26
3,_11„
2P
3'-11"
23
8'-10„
32
J
F
13'
-
5'-0"
33
K
22
B
3 -4^
33
K
23
B
5'-3^
33
K
20
B
4'-10"
33
K
21
B
8'-11 °
z8
3'-7"
25
3'-0"
26
3'-7"
22
3'-7"
23
8'-1"
33
K
31
F
14'
-
4'-10"
3,�"
33
K
23
25
B
3'-1"
33
K
24
B
5'-0"
33
K
20
B
4'-8"
33
K
21
B
8'-3"
33
K
2832
2'-10"
27
3,�„
22
3,�^
23
7'-6,
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE ^�
SELECTED BEAM.
NOTE:'
FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6- EACH SIDE FOR FREESTANDING ONLY. -fa
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LNELOAD•
PATIO COVER SYSTEM AS MFG. BY:
ERp 0195
FAWN:
/2011
NE
COMMERCULL AND RESIDENTUIL STRUCTURAL ENGINEERING
POST SPACING TABLEIAPMO
FREESTANDING
10, 20 6 30 psf
DURALUM PRODUCTS, INC.
1(916)452-7021
Y:
RANCHO CUCAMONGA CA (951) 741-2107
AND ATTACHED
30 41.1 110 MPH
HORIZ. WIND"
so. 100 8110 MPH
8289 ALPINE AVE., SACRAMENTO. CA 95028
FAX 403-1519 sales®dumtum.4om
SHEET 24 -OF 33
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
DBL.2"x6.5"x.032" BEAM DBL 3"x8"x 042"BM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
OR 3"x8"BEAM
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
EACH w/ A 3"x8" STL. INSERT
>
p
MAX.COL.
MAX*
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED FREESTAND ATTACHED
4'-7" SQ x
MAX.POST MAXPOST
FREESTAND
ATTACHED
La 9
F
SPACING
ON SLAB *
SPACING SPACING
FOR DBL. FOR 3' x 8-
SPACING
(SPAN)
SPACING
(SPAN)
MIN. SPAC NG MIN. MIN.
�C'' FTG, FTG.
m g
FTC'
MIN.
�C''
MIN.
�C'
MIN.
POST
�C''
MIN.
POST
�C''
MIN.
2'x6.5'x.032' BEAM
(IN.)
POST
TYPE
(IN')
POST
TYPE
(IN)
TYPE
(IN.)
TYPE
(IN')
POST
TYPE
POST (SPAN) POST POST
(IN') TYPE (IN') TYPE (IN') TYPE
4'
6'-2"
8' 4" 8'-5"
29
J
18
B
11'-1"
32
J
20
B
15'-6"
34
22 C 21'-11"
37
25
F
4'
.
7._11„ 8,_0"
20
11,-4„
23
14'-9"
.�
25 E 20'-10"
.I
28
5'
4'-10"
T -a° r -r'
28
J
19
B
1o' -a^
31
21
B
13'-10°
33
�
2- C 1s'a"
36
26
F
5,
6'-7" 7'-2"
21
10'-2"
24
13'-2"
26 E '.8.,29
6'
4'-0"
6'-1"
28
J
1 22
B
9'-9"9,-3,.
30
�
2224
B
12'-8'2-1"
32
2427 C
17'-17,-0
36
J
2630
F
6,
5'-6"6'-11" 8,_7,.
,�
E
T
3'-6..
5'-3" 6.5
28
J
2022
B
9'-0"
30
J
2225
B
11'-9;
32
2 C 16'
35
J
2731
F
7'
4'-9" 5'-11"
8.7"
_2
.�
27 E 15'-9"
8'
3'-1"
4'-7" 5'9"
29
J
20
B
8'-5"8.-0"
29
J
2 25
B
10'-10.5"
31
2 E 15'-64
34
J
2 31
F
8'
4'_1 5 -2„
3
.J
28 E _g
9'
_
4'-1" 5-2
30
J
21
B
T-11"
30
J
23
B
10'-4"
31
25 E 14'-7"
34
J
28
F
9,
3'-8" 4'=8"
23
7'-7"
26
9'-10"
28 E 13'-11"
32
10'
-
3'"8„ 4'"7„
31
21
B
7'-6"
31
23
B .
s' -1o°
31
26 E 13'-10"
33
j
29
F
10'.
-2
24
7'-2"
26
9'-4 ^
29 F 13'-2"
32
11'
-
3'-4" 4'"2"
31
j
21
B
7'-2"
31
24
B
e -4
31
26 E 13'-3"
33
J
29
F
11'
3'-0" 3'-s"
24
6'-10'
27
8'-11"
29 F 12'-7"
33
12'
-
3'-1" 3'-10"
32
J
22
B
T-11^
32
J
24
B
8'-11"
32
26 E 12'-8"
32
J
30
F
3,_6"
24
6'-T'
27
8'-6"
29 F 12'_1..
33
12'
13'
-
2'-10" 3'-7"
33
K
2225
B
6'-7"
33
K
24
B
8'_7 g
33
K
2729 E
12 11'-7"
33
K
3 s4
F
13'
2'-6" 3 -2"
6.�,.
8
_2"
F
14'
2'7 3,�,.
33
K
2
B
6,�5'-11"
33
�(
25
B
8'-37'-11^
33
K
2729 E 11'-9;,_2..
33
K
3034
-
2-4„ 3, 0..
25
8
F
F
14'
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
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
5'-0" SQ x
18 DEEP
18 DEEP
18 DEEP
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6- EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
APMO ER# 0195
F
DATE: an9no,1
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30
DURAL PRODUCTS, INC.
1(918)452.7021
'
REVISED BY:
RANCHO CUCAMONGA• CA (951) 741-2107
AND ATTACHED
30N A 110 MPH
HORIZ. WIND
D
90.100 & 110 MPM
IN
8289 ALPINE AVE., SACRAMENTO, CA 95928
FAX 403.1519 sales@Gurelu.
SHEET 25 OF 33
j`1-0#-L--L:-.-90-MPH FREESTAND:& ATTACHED-OPEN"LATTICE PATInS-1 91-()R I' F.q.q FXP R R
1
�
–
- "� „ DBL.2"x6.5"x.032" BEAM C „ �� " "
3" SQ. STEEL BEAM DBL. 3 x8 x.042 BEAM 3 xB�BEAM.w/INSERT � DBL. 3 x8 BEAM
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM - -EACH w/ A 3"x8" STL. INSERT
>,
7 o
MAX.COL.
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX -POST FREESTAND ATT. MAX.POST FREESTAND 'ATT.
MAX.POST MAX.POST FREESTAND ATTACHED
�o
00 3
SPACING
ON SLAB *
SPACING SPACING MAX.POST
SPACING SPACING SPACING
(SPAN) FTG. POST FTG. (SPAN) FTG. MOST IN -FTG. FOR DBL. FOR 3" x 8' FTG. POST IN.FTC'' FTC°' FTG. SPACING FTG. FTG.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
(SPAN) POST PAST MOST
(IN.) P S (IN.) (IN.) POS (IN.) 2"x6.5"x.032" BEAM (IN.) (IN.) (IN.) (IN.)
O
SHEET 26 OF 33
(IN.) (IN.)
TYPE TYPE TYPE TYPE
4'
17'-0"
12'2"11'-9"
29
G
1416 20'-019,-1"
33
G
1618 14'-013'-4" 14-213'-6"
30
(�
146 2624-10,
35
G
1 20 36 35'-1"
39
2
G
23 B
4'
5'
13'-7"
11,_4„
10-11"
28
G
14 17'-1 "
32
G
17 12'-6" 12'-8"
29
G
15 23'-3"
34
G
18 32'-11"
37
G
21 B
,
5
16 17'-1"
_
19 11'-11" 12'-1"
17 22'-2"
21 31'-4"
24 E
6,
] 11,x„
1
10'-8"
28
G
15 16'-4"
31
(�
17 11'-5" 11'-7"
29
(�
15 21 3"
33
G
19- 30'-0"
37
G
21 B
,
10-4"
17 15'-7"
20 10'-11" 11'-0"
18 r. 20'-3
1
. 22 28'-8"
24 E
6-
7'
9'-8"
-
10-19,-9^
27
G
15 15'-2"
31
G
18 10'-7" 10'-8"
28
G
16 19'=8"-
33
G
20` '27' 10"
36
G
22 B
,
18 14'-5"
20 10'-1" 10'-2"
18 18'-9"
22 26'-6"
25 E
7-
8-
8
8'-6"
27
G
16 14'-2"
30
G
18 9'-11" 10'-0"
27
G
16 18'-5"
32
G
20 26'-0"
35
22 B
,
9,�"
18 13'-6"
21 9'-5" 9'-6"
18 17'-6"
23 24'-10
G
25 E
8-
9-
9'
7 -7"
27
G
16 13'-4"
30
G
19 9'-4" 9'-5"
27
G
17 17'-4"
32
G
20 24'-6"
35
G
23 E
.
9
19 12'-9"
21 8'-11" 9'-0"
19 16'-6"
23 23'-5"
26 F
10'
6'-9"
27
G
17 12'-8"
29
G
19 8'-10" 8'-11"
27
G
17 16'=5"
31
G
21 23'-3"
34
23 E
,
s'-8"
1s 12'-1"
21 8'-5" 8'-6"
19 15'-8"
24 22'-2"
G
26 F
10
11
6'-2"
28
G
17 12'-1"
29
G
19 8'-5" 8'-6"
28
G
17 15'-8"
31
G
21 22'-2"
34
24 E
19 11'-6"
22 8'-1" 8'-2"
19 14'-11"
24 21'-2"
G
27
12'
5'-8"
r8._5
8--5"
29
G
1720 11'-711-0.
29
G
1 8' -1 8'-2"
29
G
1720 15'-04,„
31
G
2124 21-20.-3^
33
G
2427 E
22 7.9^ 7,_9„
F
12,
13'
S'-2„
29
H
1 20 11'-1
29
H120,22
7'9" 7'-10117
29
H
1820 14'-5'3
30
H
2 20'-59'-5"
2428 E
0.-7^
7 -2" -6"
-9^
25
33
H
F
13'
14'
4'-10"
7-9-
30
H
1820 10'-810,-2"
30
H
2 7 �" 7 -7"
30
H
1820 13
30
H
2 198
33
H
2 28 E
-5"
23 6'-8" 7,-3"
13'-3"
25 8,_911
F
14'
15'
4'-6"
7 -6
31
H
1821 10'-49'-10^
31
H
2 6'-10" 7'-4"
31
H
1820 1312'-10,
31
H
2 25 19'-0'8,-1„
32
H
2 28 E
7,_2„
23 6 -3 7,_0„
F
15'
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B –a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
EIAPMO 0195
DATE:11
SCALE:: NONE
COMMERC4IL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 paf
1
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ WIND "
90,100 8110 MPH
8269 ALPINE AVE.. SACRAMENTO. CA 95828
SHEET 26 OF 33
10 q L.L. 90 MPH
(916) 452-7021 FAX 403.1519 sales@duwlurnoom
1 10# L.L. 100 MPH FREESTAND..&. ATTACHED OPEN LATTICE PATIOS 12' OR LESS .EXP. B & C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -ja
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B A C.
DRAWN BY: E.N.
3" SO.'STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM DBL. 3"x8" BEAM
3"x8" BEAM w/INSERT
LrvE LOAD a
}
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
}
MAX.POST
FREESTAND
ATT.
MAX.POST
I=—
�o
MAX.COL.
FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST MAX POST
o
m -
SPACING
SPACING
SPACING
�C''
SPACING SPACING
MIN, MIN. SPACING MIN. SPACING MIN. MIN.
FTC'' FTC'' FOR DBL. FOR 3- x 8" FTG. FTG' FTG' FTC'' FTC'' FTC''
m
3
fir.
MIN
1—
ON SLAB *
(SPAN)
(IN.)
POST
(SPAN)
(IN.)
(IN.) POST (IN.) 2'x6.5"x.032" BEAM (IN.) POST (SPAN) POST (SPAN) POST POST
(IN.) (IN.) (IN,) (IN.) (IN')
�
T PE
TYPE TYPE TYPE TYPE TYPE
4'
17'-0"
12'-0"
30
G
15 19'-7"
34
G
17 13'-4" 13'-10^
31
G
16 25'-5"
37
G
19 36'-0"
40
G
21
B
4 '
11'-6"
16 18'-6"
19 11'-0" 13'-1"
17 24'-0"
21 34'-0"
24
5'
13'-7"
11'-2" "
30
G
15 17'-6"
33
G
18 11'-11" 12'-5"
31
G
16 22'-9"
36
G
20 32'-2"
39
G
22 B
5,
10'-9
17 16'-6"
20 9'-10' 11'-8"
18 21'-6"
22 30'-5"
25 E
6'
11'-4"
10'-6"
29
G
16 16'-0"
33
G
19 10'-10" 11'-4"
30
G
17 20'-9"
35
G
20 29'-4"
38
G
23 B
6,
10-1"
18 15'-1"
21 9'-0" 10'-8"
19 19'-7"
23 27'-9"
26 E
7'
9'-8"
9'-111,
29
G
17 14'-10"
32
G
19 10'-1" 10'-6"
29
G
17 19'-3"
34
G
21 27'-2"
38
G
23 B
,
7
9'-7"
19 14'-0"
21 8'-4" 9'-11"
19 18'-2"
23 25'-8"
26 E
8'
8'-6"
9,_6..
28
G
17 13'-1
31
G
20 9'-5" 9'-9"
29
G
17 18'-0"
34
G
21 25'-5"
37
G
24
8'
9-2
19 13'-1"
22 7'-9" 9'-3"
19 17'-0"
24 24'-0"
27 --!?—E—
9'
7'-7"
9'"2..
2g
G'
17 13'-1"
31
G
20 8'-10" 9'-3"
28
G
18 17'-0"
33
G
22 24'-0"
36
G
24 E
9'
8'-10"
20 12'-4"
22 7'-4" 8'-9"
20 16'-0"
24 22'-8"
27 F
10'
6'-9"
8'-10"
29
G
18 12'-5"
31
G
20 8'-5" 8'-9"
29
G
18 16'-1"
33
G
22 22'-9"
36
G
25 E
10,
8'-6"
20 11'-8"
23 7'-o" 8'-3"
20 15'-2"
25 21'-6"
28 F
11'
6'-2„
8'-7"8
30
H
1820 11-101,-2"
30
H
2123 8'-0" 8 �"
30
H
1821 15-4"4'_6„
32
H
2325 21-8"0,-6^
35
H
25 E
11
-1.,
6'-8" 7'-11"
28 F
12'
5'-8"
8'-3"
30
H
19 11 -410'-8^
30
H
8101.
2123 7 -8 -0
30
H
1921 1 q
32
H
2 201-9
35
H
2629 E
12'
7.9"
21
6.�.. 7'-7..
13'-10"
26 9'-7..
F
13'
5'-2"
7'-117.6"
31
1921 10'-10 0
31
.�
2124 7'-5" 7.8.1
31
H
1 21 14'-13'-4"
32
H
2326 19
35
H
2629 E
13,
-3"
6 -1 7�_3"
18'-10"
F
14'
4'-10"
7-7" -7,-2.,
32
H
10'-69'-11"
32
H
2124 7 -0 7 -5
32
H
1921 1312'-10..
32
H
232619'3"-8.-2"
34
H
2629
022
5'_11.. 7'_0..
15'
4'-6"[-'6'-11"
7'-4"
32
H
10'-1"
32
H
22 6'-6" 7'-2"
32
H
19 13'-2"
32
H
24 18'-7"
34
H
27 E
9'-6"
24 5'-8" s'-9"
22 12'-5"
27 17'-6"
30
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -ja
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B A C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
LrvE LOAD a
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERO 0195
DATE: 4rz8rzOt 1
SCALE: NONE
COMMERCIAL AND RESIOENTUIL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 b 30 pat
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA CA (931) 741.2107
AND ATTACHED
10 # LL. 100 MPH
HORIZ WIND "
90, 100 5 110 MPH
(916 ALPINE AVE., SACRAMENTO, CAuralu
(819)452-7021 FAX 403.1519 selea®Aurelumcom
SHEET 27 OF 33
10# L.L. 110 MPH FRFFRTANn R ATTAr-urn nol~nl I ATTIC MATl^L- Ant 1
•• ••••rn�.ulu v11 Al.cr 11Wo aLA. brIALL tlt
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
DATE: 41282011
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 30 sf
P
I
[-nr.
o of
%-.-
.3"
}
RANCHO CUCAMONOA, CA (851) 741-2107
3"SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
I
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAM
10 71 LL 110 MPH
WINS
RT DBL.
3"x8" BEAM
a l-
OR 3"x8"BEAM
EACH w/
A 3"x8" STL.
>-
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
FREESTAND
FREESTAND
FREESTAND
INSERT
O
m
MAX.COL.
ATT. MAX.POST MAX.POST
ATT.
•ATT.
_ 3
SPACING
ON SLAB.
SPACING
(SPAN)
SPACING
FTG. (SPAN)
SPACING SPACING
FTG. FOR DBL FOR 3" x 8"
MAX.PING
FTG SPACING
MAX.POST
SPACING
ATTACHED
S o_
�G
MIN
POST
FTG.
FTG.
IN.
FTG
MIN.
MIN.
MIN.
(IN.)
TYPE
(IN.)
(IN.)
POST
TYPE
CIN.) 2"x6.5"x.032" BEAM
(IN.)
POST
(IN.) (SPAN)
(IN.)
FTG
(IN•) (SPAN)
FTG
(IN.)
FTG.
~
4'
17'-0"
11'-9"
31
G
16 19'-1"
36
H
18 12'-1" 13'-6"
33
TYPE
H
16 24'-10"
TPOST YPE
20 35'-1"
TPOST YPE
(IN') TPOST
YPE
23
11'-3"
18 17'-10"
21 9'-10" 12'-7"
18 23'-2"
38
H
23 32'-s"
42
H
25 B
4'
5'
13'-7"
10'-11"
31
G
16 17'-1"
35
H
19 10'-10" 12'-1"
32
H
17 22'-2"
21 31'-4"
24 B
10'-5"
18 15'-11"
22 8'-10" 11'-3"
19 20'-8"
37
H
24 29'-3"
41
H
26 E
5
6'
11'-4"
10
30
G
1719 15'-714'-6-
'-6^
34
H
2 22 9'-10" 11'-0"10'-3"
31
H
1820 20'18'-11
37
22 28
2427 B
9'-10•,
8 -1
^
H
4 Zg'-9"
40
�-{
E
6,
7'
9'-8"
9'-9"
9.-9'9.-4
30
G
18 14'-5"
33
H
20 9'-2" 10'-2"
30
H
18 18'-9"
22 26'-6"
25 B
9,�„
'-4
20 13'-5"
23 7'-5" 9'-6"
20 17'-6"
36
H
25 24'-9"
39
H
28 E
7'
8'
8'-6"
9'-48"'-1
8'-11"
30
G
18 13'-6^
20
33
H
21 8'-7" 9'-6"
30
H
18 17'-6"
35
H
23 24'-10"
25 B
,
12'-7"
23 7'-0" 8'-11"
21 16'-4"
25 23'-2"
38
H
29 E
8
9'
7'-7„
9'-0'8-7"
30
G
1621 12'-91'-10"
32
H
2124 8'-1" 9,_0"
30
H
1921 16'-65
35
2 2321'-10"
2629 E
8—
6 7
5
�..�
26
38
H
F
9,
10'
6'-9"
8 -8'2„
31
C7
19 1 12'-1
32
H
2124 7'-8" 8 -6"
31
H
1922 15'-84,_8„
34
H
2 26 22
2630 E
1 -3„
8.3" 8,_p^
2p'-8"
37
H
F
10'
11'
6'-2"
8'-4"
31
H
19 11'-6"
31
H
22 7'-3" 8'-2"
31
H
'_
1 s 14 11 "
24 21'-2"
27 E
7'-10"
22 10'-9"
24 5'-11" 7'-7"
22 13'-11"
34
H
27 19'-s"
37
H
30 F
,
11
12'
5'-8"
8'-0"
7, 6"
32
H
20 11'-0"
32
�'�
22 7'-0" 7'-9"
32
�"�
2p 14'-4"
33
H
24 20'-3"
27 E
22 10'-3^
25 5,_8„ 7,_3^
22 13'-4^
27 18'-11"
37
H
31 F
12'
13'
5'-2"
7'-8"
7,_2"
33
I_
20 10'-7"
33
J
22 6'_g„ 7,_6„
33
J
20 13'-9"
33
J
25 19'-5"
28 E
23 9'-10"
25 5'-6" 7'-0"
22 12'-10"
28 18'-2"
36
J
31 F
13'
14'
4'-10"
7-5 ,
6-11"
33
H
20 10'-2"
33
J
23 6'-5" 7'-3"
33
J
2p 13'-3"
33
J
25 18-9"
2g E
23 9'-6"
25 5'-3" 6'-9"
23 12'-4"
28 17'-6"
36
J
31 F
14
15'
4'-6"
7'-2"
34
{
21 9'-10"
34
J
23 6'-3" 7'-0"
34
J
20 12'-10"
25 18'-1"
28 E
6,
23 9'-2"
26 6'-6"
23 11"
34
J
28 16'-11"
35
J
32 F
15'
•• ••••rn�.ulu v11 Al.cr 11Wo aLA. brIALL tlt
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
DATE: 41282011
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 30 sf
P
I
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY:
RANCHO CUCAMONOA, CA (851) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE- SACRAMENTO. CA 95826
I
10 71 LL 110 MPH
90, 100 6 110 MPH
FAX 403-1519 seles@durelum..
SHEET 28 OF 33
20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO /.COMMERCIAL 12' OR LESS EXP. B & C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B -[a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMWINSERT I DBL. 3"x8" BEAM
LATTICE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
>-
DATE: 4/2612011
SCALE: NONE
MAX.COL.
MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. FREESTAND ATTACHED
5 0
w -
3
SPACING
ON SLAB*
SPACING SPACING MAX.POST
SPACING MIN. SPACING MIN. MIN. SPACING MIN. SPACING MIN. MIN.
(SPAN) FTG.POST �C'' (SPAN) �C' FTG. FOR DBL. FOR 3' x 8' FTG. fir'' �C'' �C'' �C'' FTG.
REVISED BY:
RANCHO CUCAMONOA, CA (8S1) 741-2107
AND ATTACHED
(IN.) (IN.) (IN.) pOST (IN.) 2"x6.5'x.032' BEAM (IN.) POST (SPAN) POST (SPAN) POST POST
(IN.) (IN:) (IN.) (IN.) (IN')
8289 ALPINE AVE., SACRAMENTO, CA 95828
SHEET 29 OF 33
TYPE TYPE TYPE TYPE TYPE TYPE
4'
8'-11"
9'-10"
30
H
15 14'-6"
34
H
14 10'-2" 10'-3"
31
H
17 18-1
36
H
18 26'-7"
40
H
21
F
9'-s"
17 14'-4"
16 9'-10" 10'-2"
19 18'-8"
21 26'-4"
24
4,
5'
T-1"
9'-1"
30
H
15 12'-11"
33
H
15 9'-1" 9'-2"
30
H
17 16'-10"
35
H
19 23'-10"
39
H
21
F
9'-1"
18 12'-10"
17 8'-10" 9'-1"
20 16'-8"
22 23'-7"
25
5'•
6'
S'-11"
8'-7"
29
H
16 11'-10"
32
H
15 8'-3" 8'-4"
29
H
18 15'-4"
35
H
20 21'-9"
38
H
22
F
8,_6„
18 11'-9"
18 8'-1" a'-3"
21 15'-3„
23 21'-6^
25
6'
7'
S'-1 "
8 -0
„
29
H
1619 10
32
H
1618 7-8- 7- -9
29
H
1 14-4-14'_1"
34
H
2 23 20'g'-11"
37
H
23
F
7'-11
0'-10„
7,_5„ 7,_3„
21
26
7'
8'
4'-5„
7'-5"
29
H
1719 10-310'-2"
31
H
1618 6'-9" 7,_3"
29
H
1 22 13'-4"13,_2„
33
H
2124 18'-10"
36
H
2
F
8-
7.5"
6'-7" 7'-2"
,-8"
27
9.
3'-11"
7'-0"
30
H
1720
31
H
1619 6'0 s'-10"
30
H
1 22 12'12.5„
33
H
2124 17'-9';,-7"
36
H
2427
F
9'
7.-0"
--8" 9--7"
5'-10" s'-9"
10'
3'-6"
6-8" -6'_7"
31
H
1720 9 -2
31
H
1719 5,�„ 6,_6„
31
H
2 11
32
H
2125 16
35
H
2428
F
9,_1"
5 -3 6 -5"
22 11'-10"
16'-8"
10'
11'
3'-2"
6'-4"
31
17 81_9"
31
17 4'-11" 6'-2"
31
20 11'-4"
32
22 16'-1"
35
24
F
g•�"
20 g'-8^
19 4'-10" 6,_1"
23 11'-3"
25 15'-11"
28
11'
12'
_
6-1"
32
J
1720 g.�„
32
J
17 4'_6" 5 -8
32
J
2023 10'-10'-9
32
J
22 164"15,-3"
35
J12528
F
6,_0„
8 -3"
0 4'_5„ 5'_7"
,
25
12'
13,
_
5'-10'5,-9„
33
J
1720 8 "
33
J
1 4 -2^ 5'-3"
33
J
2 23 10' 0,-4"
33
J
2226 14'-9'4,-8"
2 29
7'-11 ^
20 4'_1" 5 -1
34
J
F
13'
14'
-
5'-8"
33
J
17 7'-9"
33
J
18 3'-10" 4'-10"
33
J
21 10'-1"
33
J
23 14'-3"
34
J
25
F
5,_7"
19 7'-8^
20 3'-s" a' -s"
24 10'-0^
26 14,_1"
29
14'
15'
-
5.5 5'-5"
34
J
1719 7 -6
34
J
1820 3'_7" 4.6"
34
J
2124 s -9
J
2326 13'-9'3
34
J
2
7'_5^
3'-6" 4'-5"
9'_8„
-7„
29
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B -[a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TO CAMPBELL & ASSOCIATES, INC.
LATTICE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0185
DATE: 4/2612011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 6 30 pat
1(916)452-7021
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (8S1) 741-2107
AND ATTACHED
NORM WIND o
801 100 6 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
SHEET 29 OF 33
20 # L.L. 110 MPH
FAX 403.1519 sales®du,alumc
30# S.L. 110 MPH FREESTAND_& ATTArHFn rnpF=m I ATTirr= DATIn 1 (`ilnARACor-IA1 4/11 r M 1
THE MAXIMUM CULUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -fa
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
F --
DRAWN BY: E.N.
DATE: U28/2011
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
SPAC,
P�REESTAN ING TA
UvE LOAD
PATIO COVER SYSTEM AS MFG. BY:
MO ERp 0195
SCALE: NONE
14
vR LCJO
r -Ar.
U 6t L,
REVISED BY:
3" SQ.
STEEL BEAM
I DBL. SWN.042"BEAM
8289 ALPINE AVE., SACRAMENTO, CA 95828
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAMw/INSERT
DBL.
3"x8" BEAM
(918) 452-7021 FAX 403-1519 sales®dureium,com
SHEET 30 OF 33
:)13 H 13
MAX.COL.
OR 3"x8"BEAM
ATT. MAX.POST
EACH w/
A 3"x8" STL.
>-
MAX.POST
FREESTAND
ATT.
FREESTAND
INSERT
MAX.POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
FREESTAND
ATTACHED
9
I-
SPACING
ON SLAB*
SPACING
(SPAN)
SPACING
�C'' (SPAN)
SPACING SPACING
FTG. FOR DBL. FOR 3" x 8"
SPACING
FTG.
MAX.POST
FTGPOST. SPACING
m o
�C'•
MIN.
pOST
FTG.
MIN
POST
MIN.
FTG.
MIN
MIN.
MIN.
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.) 2"x6.5"x032' BEAM
7FTG.
PO
TYPE
(IN.) (SPAN)
(IN.)
(IN.) (SPAN)
FTG
(IN.)
POST
FTG
POST
~
4'
6'-2"
8'-7" 8'-7"
29
`�
1416 11 11'-11 ^
32
J
1618 8'-4" 8' -5"
30
J
1416 15 -1
TYPE
1720 21'11"21
TYPE
(IN.)
TYPE
122
8 8 -5"
St6
35
.J
=11 "
38
J
F
4'
5'
4'-10..
7'-9"
7'-9"
29
J
1517 10 -810,-8"
31
J
1619 7'-3" 7 -6
29
J
1517 13'-13 -10"
J
1 19'-7"
2023
7'-3" 7'-6"
34
21
37
J
F
5'
6'
4'-0"
7'-1"
7,_1"
28
15 9'-9"
31
17 6'-1" 6'-11"
28
15 12'-8"
19
21
17 9'-9"
19 s'-1^ 6'-11"
17 .12'-8"
33
2136
24
F
6'
7'
3'-6"
6 7"
6'-7"
28
J
1517 9'-0"9'-0"
30
J
1 5,-2"5'-2" 6 -4"
28
J1518
11'-9'
J
1
2124
20 6
-9"
32
22
35
J
F
7,
8
_
9,�,.
8'-11"
29
J
15 8'-5"
17 8'-5"
30
J
18 4'-7" 5'-9"
4'-7"
29
J
16 10'-11"
32
19 15'-6"
35
J
22
'
20 5'-9"
18 10'-11"
`�
22 15'-6"
25
F
8
9'
_
6-2"
6'-2"
30
J
15 7'-11"
17 7'-11"
30
J
18 4'-1" 5'-1"
30
J
16 10'-4"
31'
J
20 14'-7"
2225
21 4'-1" 5'-1"
19 10'-4"
23 13'-11^
34
J
F
9,
10'
_
5.91. -5' 9,.
31
J
1517 7'-6" 7'-6"
31
J
1 21 3'_8^ 41.7"
31
J
1619 9'-19
J
2023 13'-10"13
2326
3'-8" a'_7"
-10"
31
=10"
34
J
F
10'
11'
-
5' -6" 5'-6"
31
J
1517 71.2"
31
J
q'_2"
19 -:�
31
J
1719 9,�,
J
2023 13
2
7'-2"
3'-4" a -2"
9'-4"
31
13'-3"
33
J
26
F
11'
12'
-
5 3"5'-3"
32
J
1517 6'-116'-11"
32
J
1 22 31.0" 3'-103'-10"
32
J
1719 8'-18'-11"
J
21 12'-8"
23
3'-0"
32
2a 12'-8^
33
J
27
F
12
13'
-
5' 0"
5'-0"
33
K
15 6'-7"
33
K
19 2'-10" T-6"
33
K
17 8'-7"
33
K
21 12'-2^
24
17 6'-7"
22 2'-10" 3'-6"
20 8'-7"
24 12'-2"
33
K
27
F
13'
14'
-
4.14'-10.,
33
K
1517 6'�^ 6'-4^
33
K
2 -7" 3'-3"
33
K
1720 8 �"
K
2124 11'-9"I.9"
2
2'-7^ 3,-3..
E20.!::!5�:�
8'-3"
33
33
K
27
F
14'
15'
_14'-8"4'_8"
34
K
1517 6'-1"
34
K
3'-1"
34
K
1 81-0"8'-0"
K
2124 11,
2428
6'-1"
3'-1"
20
34
1,-4"
34
K
F
15'
THE MAXIMUM CULUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
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.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -fa
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
F --
DRAWN BY: E.N.
DATE: U28/2011
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
SPAC,
P�REESTAN ING TA
UvE LOAD
PATIO COVER SYSTEM AS MFG. BY:
MO ERp 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 d 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORR. WIND
8289 ALPINE AVE., SACRAMENTO, CA 95828
MOLL
100 8 110 MPH
(918) 452-7021 FAX 403-1519 sales®dureium,com
SHEET 30 OF 33
7" I -BEAM W/ (1) "C" SPLICE 12' OR LESS EXP. B & C
FREESTANDING & ATTACHED SOLID PATIOS 20# L.L.
TOM CAMPBELL & ASSOCIATES. INC.
SOLID.
SOLID.
PACING LE
90 MPH
PATIO COVER SYSTEM AS MFG. BY:
100 MPH
SCALDATEE: NONE
SCALE: NONE
110 MPH
10.20 & 30 psf
DURALUM PRODUCTS, INC.
FREESTAND
MAX.POST
ATTACHED
AND ATTACHED
b
FREESTAND
MAX.POST
ATTACHED"
FREESTAND
MAX.POST
ATTACHED
o
20 LL 90.110 MPH
3
SPACING FTG MIN.
(SPAN) POST
SPACING FTG MIN.
(SPAN) POST
SPACING FTG MIN.
(SPAN)
FTG
MIN.
MIN.
POST
FTG
MIN.
(IN.)
TYPE
(IN.)POST ,
TYPE
(IN.) TYPE
TYPE
- (IN.) POST
(IN.)
TPOST
YPE
4,
26'-7" 32
K
23
G
26'-0" 34
K
E3431
G
25'-3" 35
26
G
25'-3" 35
26
24'-5" 33
23'-7"38K
29
5,23'-9"
31
K
24
G
23'-3" 33
K
G
22'-7" 34
K
27
G
22'-7" 34
27
21'-10" 32
36
21'-1" 37
30
s,
21'-8" 31
K
24
G
21'-2" 33
K
32
G
20'-7" 33
K
27
G
20'-8" 33
27
19'-11" 33
35
19'-3" 36
31
�,
20'1"19'-1" 30
K
25
G
19'-8
X34
J
3134
G
19' ?333_
J
2
G
8'-5"
.
17'-10" 36
31
8,
18' 29
J
25
G
18'-4"r-3" 3535
J
3134
G
17'-105-8" 3235
J .
29
G.
17'-11" 32
9,
17' s,-10" 2 32
J
2 29
G
17'-4"6,-3" 3
J
3
G
16'-1 5' 3234
J
33
G
37
.
33
-9"
1 o,
16'-10'6' 29
. J
2630
G
16'5"- 3
J
3
G
16' 31
J
30
G
-0"
'-5" 38
33
14'-11"
33
11'
16'-0'S,-3" 2
J
2
G
15'-8 3
J
3 32
G116:3
3134
J
334
G
31
30
4'-9" 39
4'-3"
'
12'KT-3
30
2 31
G
15'-0-1" 3939
2
G
14'-13,-7" 3133
G
32
3-4
13'8
28
G
14'-5" 40
29
G
14'-0" 30330
I
G
31
13'-6" 40
'
32
13'-1" 33
35
28
G
13'-11" 41 t
I
29
G
13'-6" 30
I
321430
31
13'-1 41
32
12'-7" 33
35G
8
28
G
13'-5" 42
2913'-0"
G
313231
32
12'-7" .-
rc .a
_ 32
��_�" -A
va
G
ND.
NOTE:
FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B -fa
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES. INC.
SOLID.
SOLID.
PACING LE
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
:ER#1115
Eo
SCALDATEE: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 & 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA CA (951) 741.2107
AND ATTACHED
b
HORR. WIND "
90.100 & 110 MPH
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 31 OF 33
20 LL 90.110 MPH
918 452-7021 FAX 4031519 "alea@durahun.com
T I -BEAM W/ (2) "C" SPLICES 12'. OR LESS EXP. B & C
FREESTANDING & ATTACHED SOLID PATIOS 20# L.L.
90 MPH 100 MPH 110 MPH
>_ 90
I
ca _o
MAX.POST FREESTAND
ATTACHED
FREESTAND.
MAX.POST
ATTACHED
MAX.POST FREESTAND
ATTACHED
ca
3
f-
SPACING FTG MIN.
(SPAN) POST
SPACING FTG MIN.
(SPAN) POST
SPACING FTG'MIN.
(SPAN)
FTG
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
AND ATTACHED
(IN,)
TYPE
(IN.)
TYPE
(IN.) TYPE
(IN.)
TYPE
(IN,) TYPE
(IN')
POST
TYPE
4,
30'-10" 33
K
24
G
30'-2" 35
K
25
G
29'-3" 37
K
27
G
29'-4" 37
27
28'-4" 38
28
27'-4" 40
30
5,
27'-7" 33
K
25
G
26'-11" 34
K
26
G
26'-2" 36
K
28
G
26'-3" 35
28
25'-4" 37
29
24'-6" 39
31
6,
25'-2" 32
K
25
G
24'-7" 33
K
27
G
23'-11" 35
K
29
G
24'-0" 35
29
23'-2" 36
30
22'-4" 38
32
�,
23'-4" 31
K
26
G
22'-9" 33
K
28
G
22'-2" 34
K
30
G
20'-9" 34
29
21'-5" 36
31
20'-8" 37
33
8,
21'-10" 31
K
27
G
21'-4" 32
K
29
G
20'-8"
K
30
G
20'-9" 33
30
20'-0" 35
32
19'-4"
34
9'
20'-19'-7" 3 33
K
2 31
G
20'-18,-11' 3 34
J
2932
G
19'-6"8'-3"
J
3134
G
10'
19'-6"8'-7" 3 32
J
2 31
G
19'17'-11" 3134 11.
J
3
G
18'-6
J
3135
G
33
17'-4"035
11'
18'- 17'-8" 2932
J
2832
G
18'-217,-1
3134
J
30
G
17'-8 6 3235
J
3236
G
^
-6"
12'
17
" 2 32
J
232
G
17'- 3
J
3134
G
16'-; 5'-10" 3
J
G
16 =11
1 6'-4" 33
35
–323-6
13'
17'-1'
23,
J
233
G
16'-9 3
J
3134
G
16'-15'-2" 3134
J
133,
G
6,-3"
5,-9" 33
.
6
14'
16'-6 5 2831
J
233
G
16'-115,-2" 3032
J
31
G
15'-8 3134
J
G
$^
a -7"
15'
15'-11" 28
J
29
G
15'-7" 30
31
G
15'=1" 31
J
r3336
15'-2" 31
33
1d' -R" -
cn
3a
1a�_�^ �a
as
G
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
No.
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE Lpgp ■
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERs 0195
DATE: 4288011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10.20 8 30 sf
D
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ WIND
90.100 8110 MPH
8289 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 32 OF 33
20#L. 90.110 MPH
818 452-7021 FAX 403.1519 safes durafum.
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL -
ROOF SLOPE SHALL BE 1/4": 12" MIN. _ ALUM.ALLOY n=.0
. !oQ'QIOf"�'�t('� `•_ 6063-T6 �WINDDESIGN S.M.S �`�' �OR 4200"90 MPH #14 (DD 12"O.C.
100 MPH #14 @ 10" O.C. YL. x'948 f'^ WALL FASTENERS 110�P 4 @ - " O.Z� SEE TABLE SHEET 9
3" OR 4" APPROVED STRUCTURAL SANDWICH PANEL NOTE: #14 SMS SHALL HAVE
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
MAY BE SUPPLIED BY OTHERS, SEE NOTE BELOW A MIN. 1" PEN. INTO HEADER
I
IAPMO ERN 0195
"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
#12 SMS T&B
1:880"-{
DURALUM PRODUCTS, INC.
AT 12° O.C.
-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 747-2107
PANEL CONNECTIONS
3" OR 4" HANGER CHANNEL
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
SHEET 33 OF 33
MUST BE I.C.C. APPROVED UNDER 2009 IBC,
(916)452.7021 FAX403.1519 eetea@durelumcom
2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES.
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD)
#14 S.M.S.
\
PANEL TO HEADER BEAM CONN, SEE TABLE ABOVE
EXTRUDED
EXTRUDED
"IR3" GUTTER"
UTTER
DRIP ED!OPTIONAL
-
WALL FASTENERS
SEE TABLE SHEET 9
I -BEAM
(AS SHOWN IN THIS REPORT)
RAIN GUTTER
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
'UL
OF
• l 1 BEAM HEADER I /
(AS SHOWN IN THIS REPORT) V
OPTIONAL NON-STRUCTURAL FASCIA .
INSULATED ROOF PANEL INSULATED ROOF PANEL
TO APPROVED TO APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM
NOTE:
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS
EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT
AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH 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 MFG. BY:
IAPMO ERN 0195
DATE: 4268011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
INSULATED ROOF
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 747-2107
PANEL CONNECTIONS
HORIZ. WIND "
90.100 & no MPH'
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 33 OF 33
(916)452.7021 FAX403.1519 eetea@durelumcom