PAT (11-1294) (Structural Calculations)s°
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
s ' 3 ............OPEN
LATTICE STRUCTURES
4 ............PANEL
SPANS.TRI-V & W -PANEL -
,� 5 ............PANEL
SPANS FLAT PAN
- a •' 6 ............PANEL
FASTENERS/ FAN BEAM
7 ............RAFTER
SPANS
8 ............COLUMN
/ 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# LL. 100 MPH
20 & 21
SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 110 MPH
22 & 23
SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 2D# 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 104 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 30# L.L. 110 MPH
31 ............SOLID
POST SPACING TABLE FREESTANDING AND ATTACHED 209 L.L. 90-110 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 1,
ICRC 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 PLAT THE ROOF EQUAL TO 20 OR 30 psl.
B . SIC_WIND:SP_EEDS 90100;-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: S.= 1,25, S, = 0.5, Saa = 0.84, Sa 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 IF
C. LEAST BUILDING WIDTH: 30'
6. 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 HAVIP
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 (i.e.. 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 0195
DATE: 4129/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
10, 20 8 30 pel
DURALUM PRODUCTS, INC.
_
SCALE: NONE
RANCHO CUCAMONGA CA 741.2107
DESIGN LOADS
HO001 WIND a
ALPINE AVE., SACRAMENTO,
SHEET T-1
REVISED BY:
(BSI)
90,1008110 MPH
(916 @d raI
(918)452-7021 FAX 403-1579 sateeQduralum,com
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1.�THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING & RESIDENT
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL -ADM 1.05. IAL CODES, ASCE/SEI 7 -05 -MINIMUM
DRAWING NOTES, ---_J
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED..
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
S. 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.
8. 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 & 1605.3.2
DESIGN CONSIDERATIONS•
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 114 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 ASCE/SEI 7, SECTION 6.5.7.1.
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 (H/P), 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 (I., FT,) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
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 PSFIFT x 2 PER TABLE 1808.2 AND SECTION 1806.3.4.
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.907. 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 SDS26412 AND SD825600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -2236.
TABLE 1 - REDUCTION FACTOR APPLICABLE QFES$
TO MULTIPLE SPAN CONDITIONS_ `
FOR ROOF PANPI R Et (• a. ,a
ROOF LIVE
LOAD, PSF
WIND SPEED AND EXPOSURE
90 MPH 100 MPH 110 MPH
EXP. 8
EXP. C EXP. B T EXP. C EXP. B 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
1.00
1.00
1.00 1.00 1.00
1.00
DRAWN BY: E.N.
IAPMO ERN 0195 DATE: 4128/201 TOM CAMPBELL & ASSOCIATES, INC.
1
SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
REVISED BY: RANCHO CUCAMONGA, CA (951)741.2107
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
UVE LOAD • PATIO COVER SYSTEM ASM G. BY:
GENERAL NOTES t0, 201190 Pal DURALUM PRODUCTS, INC.
NORM WIND 8289 ALPINE AVE., SACRAMENTO, CA 95828
90,1008110 MPH (918)452.7021 FAX403-1519 sal-emAuratwnmm SHEET 1 OF 33
V.
�C SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 1/2' SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL LFNGTy ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL AND SyALOFSTRUC ALUMINUM SEE DETAILS -
ROOF PANEL TyF pNOT gF TURF VAR/F ROOF PANEL MIN. 0.25' SLOPE PER FT
SEE SCHEDULEOR SPANS --� RO,/EC �tlVR T� S SEESCHEDULE
FOR SPANS -�
"O.H ' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
POST OPTIONAL: CANTILEVER
*SC). POSTS, SIZE VARIES SEE SCyE C/NG SEE SCHEDULE FOR
OUi c. POST SPACING
3 1/2" SLAB
ATTACHMENT
ALTERNATE:
SINGLE POST
MAY BE USED
SEE SCHEDULE
NAL: LE
CANT
WHERE PERMITTED.
S H pUIFS
SCHEDULE
SE PPST SPACINGR
O•H.
SEE SCHEDULE
ALTERNATE:
?5� OFSp r
MAX. HT.= 12'
SINGLE POST
NOTE: NO SPLICE AT THIS
MAY BE USED
POST AND A END BAYS.
FOOTING WHERE REQUIRED
TO CONSTRAIN
SEE SCHEDULE
NOTE O SPLICE A THIS
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
POST 4D AT END BOYS.
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN,
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
ALTERNATE:
31/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD
TYPE "C" FREESTAN
BEAM
SEE SCHEDULE FOR
POST SPACIN
O•H.
25y,OFSpAN c
NOTE O SPLICE AT THIS
POST NO AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
,ANTILEVER OPTION
"O.H " NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
F
SI
* SO. POSTS, SIZE VARIES
3 1/2" SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED
SEE SCHEDULE
THF PRO 8I F
OPTIONAL CANTILEVER BEAM
SEE SCHEDULE FOR
POS1 SPACING
%O•H.
?Sy, OF
SPAN
:. NO SPLICE AT THIS
AND AT END BAY
£S§`�fd1R FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
q
,!3" ATTACHED MULTISPAN W/CANTILEVER OPTION
MIN. 0.25' SLOPE PER FT.
'O.H' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE ---
DRAWN BY: E.N.LNE
nC�OPTI
POST
SEF
NAL: LE
CANT
SO. POSTS, SIZE VARIES
S H pUIFS
SCHEDULE
SE PPST SPACINGR
O•H.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ALTERNATE:
?5� OFSp r
3 1/2" SLAB
SINGLE POST
MAY BE USED
SEE SCHEDULE
TO CONSTRAIN
8289 ALPINE AVE., SACRAMENTO, CA 85828
FAX 4031519 aeleaQdurelum.com
NOTE O SPLICE A THIS
FOOTING, SEE
POST 4D AT END BOYS.
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: E.N.LNE
TOM CAMPBELL 8 ASSOCIATES, INC.
LOAD •
P ATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 41282011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
STRUCTURES
10, 20 8 3o pa1
DURALUM PRODUCTS, INC.
1(918)452-7021
REVISED BY:
RANCHO CUCAMONGA, CA (951) 7414107
HORIL WIND
90, 100 8 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 85828
FAX 4031519 aeleaQdurelum.com
SHEET 2 OF 33
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 1/2° SIDE PLATES.
FT
RAERBFOR E
SIZ_ .OPEN LATTICE TYPES
FOR 12E
AND SPACING
/STO THIS OPEN LATTICE -TYPE STRUCTURE MAX tea'
NTE.
- MAX PROJ. /TOB MAY NOT BE COVERED. SEE SCHEDULE /
SEE SCHEDULE u/(O�-11
MAX. O.H. O RAFTER SEE TABLE
7y 25% OF SPAN �• \\ FOR SIZE
AND SPACING
LENGTH OF STRUCTURE VARIES
i
DRAWN BY: E.N.TOM
0%
74
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
�1�uu
Ok
LENGTH OF STRUCTURE VARIES
10.20 8 30 psl
OURALUM PRODUCTS, INC.
POST WITH SIDE PLATES
Fac T
SEE DETAIL
r��NO
WIND =
O
3112' SLAB ATTACHMENT
LE WITH ANY OTHER sF p
ST
MAY BE USED WHERE
PERMITTED.
UNLESS OTHERWISE SHOWN. 1st
SEE SCHEDULE
ry�
`��
WHERE REQUIRED,
EE SCHED.
�
SG FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN
TTICE STRUCTURE
'949 r
THIS OPEN LATTICE -TYPE STRUCTURE
MAV N0T BE COVERED.
MAX PROD.
O
/1
LENGTH OF STRUCTURE VARIES
POST WITH SIDE PLATES
. .
SEE DETAIL
+ sFFT�(FC/Np
NOTE: EACH COMPONENT IS INTER-
MAY BE USED WHEREENT
CHANGEABLE WITH ANY OTHER sF r
PERMITTED.
COMPONTENT UNLESS OTHERWISE SHOWN. Frye SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
SCALE NTS
MAY O BE COVERED.
TYPE "E" ATTACHED SINGLE SPAN
LATTICE STRUCTU ,
RAFTER�SEETABLE MAX PRQL
F R SIZE SEE SCHE
NOTE: THIS OPEN LATTICE.TYPE 97RU
AND SPACING
MAYBE COVERED.
11
25O SPAN O
LENGTH OF STRUCTURE VARIES
i
LENGTH OF STRUCTURE VARIES
•� VU31/2' SLABSEE POST DET
u T
3112
NOTE: EACH COMPONENT IS INTER- p TO CONSTRAIN 6 r1B q0/N
CHANGEABLE WITH ANY OTHER sFFr p FOOTING
ULE EE <f O MAV BELABED
COMPONTENT UNLESS OTHERWISE SHOWN. °sif NOTE: EACH COMPONENT IS INTER- p TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SFFr i4 SCHEDULE EE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIREO COMPONTENT UNLESS OTHERWISE SHOWN. ��F /
FOOTING WHERE REQUIRED
SCALE: NTS _. _ SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE
DRAWN BY: E.N.TOM
0%
74
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
�1�uu
Ok
LENGTH OF STRUCTURE VARIES
10.20 8 30 psl
OURALUM PRODUCTS, INC.
POST WITH SIDE PLATES
Fac T
SEE DETAIL
r��NO
WIND =
)TE: EACH COMPONENT IS INTER-
3112' SLAB ATTACHMENT
LE WITH ANY OTHER sF p
ST
MAY BE USED WHERE
PERMITTED.
UNLESS OTHERWISE SHOWN. 1st
SEE SCHEDULE
ry�
`��
WHERE REQUIRED,
EE SCHED.
�
SG FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN
TTICE STRUCTURE
'949 r
THIS OPEN LATTICE -TYPE STRUCTURE
MAV N0T BE COVERED.
MAX PROD.
.0NOTE:
SEE SCHEDULE
/1
LENGTH OF STRUCTURE VARIES
•� VU31/2' SLABSEE POST DET
u T
3112
NOTE: EACH COMPONENT IS INTER- p TO CONSTRAIN 6 r1B q0/N
CHANGEABLE WITH ANY OTHER sFFr p FOOTING
ULE EE <f O MAV BELABED
COMPONTENT UNLESS OTHERWISE SHOWN. °sif NOTE: EACH COMPONENT IS INTER- p TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SFFr i4 SCHEDULE EE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIREO COMPONTENT UNLESS OTHERWISE SHOWN. ��F /
FOOTING WHERE REQUIRED
SCALE: NTS _. _ SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE
DRAWN BY: E.N.TOM
CAMPBELL &ASSOCIATES, INC.LIVE
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4/2612011
OPEN LATTICE
10.20 8 30 psl
OURALUM PRODUCTS, INC.
IAPMO ERN 0195COMMERCIAL
SCALE: NONE
AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
WIND =
8289 ALPINE AVE.. SACRAMENTO, CA 95929
REVISED BY:
RANCHO CUCAMONGA, CA (9511741-2107
.100 &
90,1006110 MPH
(916)452-7021 FAX 403./519 sSlesQa Aurelum.com
SHEET 30F 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
25" 67„ T=SEE TABLE BELOW 435z{}t qp" �7
0��40„
2.46" 1.70" qg^
40 25
1.48 .40'� 40" .35"
3.00" �— 4.50" 4.50° —� 4.50" 4.50. 3.00"
24.00"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI -"V" 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"
10'-8"
8'-8"
10
.024
13'-9"
12'-7"
1 Y-9"
11'-3"
12'-6"
10'-3"
.032
032
15'-1"
14'-6"
15'-1"
13'-0'
14'-5'
11'-9"
20'-11"
.018
91-8"
91-8"
9'-0"
9'-7"
9'$^
8
20
.024
11'-6"
11'-6'
111-0"
11'-3"
111-6"
10'-3'
12'-10"
.032
13'-4"
13'-4"
13'-4°
13'-0"
13'4"
11'-9"
15'-5'
.018
8'-5"
8'-5'
8'-5"
8'-5'
8'-5"
8'-5"
30
.024
10'-0'
10'4.
10'-0'
10'-0'
10'-0'
10'-0'
10'-4"
.032
11'-7"
11'-7"
11'-7
11'-7'11'-7"
11'-2°
11'-7"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
MLLV JUl/'MI'IJO VR CUUML
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 I
EXP.0
10
~�
roti
.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
181-8"
181-8"
18'-8"
181-8"
181-8"
17'-3"
.040
20'-11"
20'-11"
20'-11"
20'-11"
20'-11"
19'-9"
I
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"
15'-5'
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'
10'-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'-6"
040
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
,
UVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
IREVISEDBY:
DATE: 4/2612011
SCALE: NONE
COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
70, 20 8 3. paf
DURALUM PRODUCTS, INC.
RANCHO CUCAMONGA. CA (951) 741-2107
HORIZ. WIND
70.90 8 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
(918) 452-7021 FAX 403-1519 satesQGuraluntwm
SHEET 4 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
6.5'
2' Q...fY(:IrS J' MPJL 2 -6.5'
-� .032"
ALUM. ALLOY .3004-H3042"
OR EQUAL ff
ALUM. ALLOY 3004-H38 }
7k SEE NOTE BELOW OR EQUAL
i
f-2 X 6 1/2" RAFTER Z DBL. 2 x 6 1/2" RAFTER
L.L.= "T' <` 90 MPH 1 100 MPH 1 0 MPH L,L,= a 90 MPH 100 MPH 110 MPH LL
(PSF)
(IN.)
Na
EXP. B
EXP.0
EXP. 8
EXP.G
EXP. B
EXP.0
(PSI
.024
16"
12'-2" 1
12'-2-
12'-2-
11'-10°
11'-10"
11--5"
24" 9_11- 91_11" 91-11" 91-8" 91-8"
9'-3"
10
.032
16"
16'-3"
16'-3"
16'-3"
15'-9" 15'-9"
15'-2"
24" 13'-3" 13'-3" 13'-31, 12'-10" 112'-10'
12'-5'
21'-6'
.042
16"
21'-4"
21'-4"
21'-4'_ -20'-8- 20'-8"
19'-11-
24" 17'-5" 17'-5" 17'-5" 16'-10" 16'-10"
16'-3"
30'-2"
.024
16"
9.-4"
9,-4"
9.-4-
9.-4-
9,-4"
9._2-
24" T-7' T-7" 7'-7" T-7" T-7"
T-6"
20
.032
16'
12'-5'
12'-5'
12'_5-
12'-5"
12'_5"
12'-3"
24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
10'-0"
17'-7"
.042
16"
16'-4"
16'-4"
16'-4"
16'4-
16'4-
16'-1"
24"" 13'-4" 13'-4" 13'4- 13'-4" 13'4"
13'-2'
16'
.024
23'-1"
23'-1'
23'-1'
23'-1'
22'-9°
11
24" 18'-10" 18'-10' 18'-10' 18'-10" 18'-10°
24" - - - - -
-
30
.032
16"
10'-3"
10'-3"
10'-3-
10'-3"
10'-3"
10'-3-
24" 8'-4" 8'-4" e'-4" 8'-4- 8'-4•
8'-4-
30
.042
16"
13'-5"
13'-5"
13'-5"
13'-5'
13'-5-
13'-5-
24" 11'-0' 11'-0" 11'-0' 11'-0" 11'-0'
11'-0"
-TRIBUTARY
`6
WIDTH
°vf o
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
(PSI
14'-6'
.024
16"
17'-3-
17'-3"
17'-3"
16'-8"
16'-8"
16'-1"
10
24' 14'-1- 14'-1" 14'-1" 13'-T 13'-7'
13'-2"
10
.032
16'
23'-0"
23'-0"
23'-0"
22'-3'
22'-3"
21'-6'
10
24" 18'-9" 18'-9" 18'-9" 18'-2" 18'-2'
17'-0"
6 6
.042
16'
30'-2"
30'-2"
30'-2"
29'-3"
29'-3"
28'-2"
20
24" 24'-7' 24'-7" 24'-7" 23'-10" 23'-10"
23'-0"
8 8
.024
16"
13'-2"
13'-2"
13'-2'
13'-2'
13'-2'
IT -0-
3' - 7 7
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-
30
24" 14'4° 14'4" 14'-4' 14'4" 14'-4"
14'-2-
11 12
.042
16'
23'-1"
23'-1"
23'-1'
23'-1'
23'-1'
22'-9°
11
24" 18'-10" 18'-10' 18'-10' 18'-10" 18'-10°
18'-7'
13
.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'-8'
14'-6'
14'-6"
24" 1 r-10• ll' -10" ll' -10" ll' -10" ll' -10"
ll' -10"
F16'
042
19'-0-
19'-0"
19'-01
19'-01
19'-0"
19'-0"
24" 15'-8' 15'-6" 15'-6" 16-6' 15'-6'
15'-6"
-TRIBUTARY
`6
WIDTH
TABLE 7
17'_9•
- CLEAR SPAN
(FT.)
1 17,_9"
1 17'-7"
.042
24"
14'-6'
O.H. 7 1 8
9 10
11 12
13
14 15 I
16
17
18
19
20
21
0 3 4 1 4
5 5
6 6
7
7 8
8
9
9
10
10
11
1' 4 1 5 5
6 6
7 7
8
8 9
9
10
10
11
11
12
2- 6 6
7 7
8 8
9
9 10
10
11
11
12
12
13
3' - 7 7
8 8
9 9
10
10 11
11.
12
12
13
13
14
4' - - -
9 9
1 10 10
11
11 12
12
13
13 1
14
14
15
5'
11
12
1 12 13
13
14
14 115
15
16
EXPOSURE B & C
042"
ALUM. ALLOY 3004-H3,6
OR EQUAL
*.SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
EXP. B EXP.0 EXP. B I EXP.0 EXP. B EXP.0
24'-6" 23'-5' 24'-0' 1 22'-8" 1 23'-5" 21'-10`
20'-0- 19'-1' 1 19'-7' 1 18'-6' 1 19--l- 17'-10"
- ' - i - I - I - I -
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAYBE USED AT 48" O.C. WHEN DOUBLED.
PROJECTnSPM-
O.H.
h
TRIBUTARY WIDTH
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
16'
17'-9"
17'_9•
1 17'-9"
17•_9"
1 17,_9"
1 17'-7"
.042
24"
14'-6'
14'-W
14'-6"
14'-6"
14'-6-
14-4-
RANCHO CUCAMONGA CA (051) 741-2107
HORIZ. WIND
90. 1008110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
(916)452-7021 FAX 403.1519 Salo. CA alumoom
SHEET70F 33
16*
14'-7'
14'_7•
14,_7"
14'-7"
14'-7"
14'-7'
.042
24°
111-11°
11'-11'
11'-11"
11'-11"
11'-11`
11'-11"
- ' - i - I - I - I -
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAYBE USED AT 48" O.C. WHEN DOUBLED.
PROJECTnSPM-
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/!8/201 /
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA CA (051) 741-2107
HORIZ. WIND
90. 1008110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
(916)452-7021 FAX 403.1519 Salo. CA alumoom
SHEET70F 33
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' 3 2 MAX. HEIGHT C = 10'
3.00"SD. I o2a• I I #10 SMS 30100 SQ.3.00" SQ.
032" @24"O.C.
EA. SIDE
6.5" 3- O 5"
`ALUM..- .14"R 40"ALUM.
Lb 032" NP' 048"STEEL
O5/8" PLASTIC PLUG •28" OF OE
3" SQ. ALUM. POST MAG POST
3" SQ. ALUM. POST O3" SQ. STEEL POST _ 3s
WITH SIDE PLATES D ALLOY 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1-136 4bKS ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00 OR
6063-T6 --- 2.40"---"r
-o" L ' 1.375"
0 r,,Oi
1.60"
1.5
INSTALL 1)S* x 114" x Ye' HOG ,090" TYP.
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T" BRACKET
q 7/16-e
FOR'
ASTM GRADE 36 STEEL
INSTALL 1%2' x 114" x Y' HDG
WASHER PLATE AT ANCHORS
USE FOR 3"
POST ONLY
(j 2- 5/1
STEEL "T" BRACKET
T
v=3"SO.xt=.188"
H=3"SO.xt-.250"
1=3"SO.xI=.313"
J=4"SO.xt=.188"
L = t.
3.0" OR 4.0"
SQUARE
STEEL POST
ASTM A500 GRADE B
ALLIK ALLOY
6063-T6
"H" BRACKET
W
C
X
w
3" x
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
(i1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
/-- (4}SDS 25412
HEADER BRACKET ( 7
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD-
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE:4/26/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
10, 20 8 30 pst
OURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIL WIND -
90, 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
FAX 403.1519 sales@duralum.Com
SHEET 8 OF 33
COLUMN/
POST, TYPES
& SURFACE
MOUNT
AND
EMBEDMENT DETAILS
1 1/2• .a•
4 S
ALUM."RACKET USE WITH
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
•
ASTM A36
20" 21" SQ. 12"
_
T' BRACKET
'
POST TYPE B•C,D.OR E
8 SEP L
25"-30"CUBE
STEEL POST ONLY:
1572 STEEL
Q 3'SO. POST W/
BASE PLATE SCHEDULE
STEEL.'T'BRACKET USE WITH
(4}5/8'0
4-
USE POST TYPE
(3}5/B•0 BOLTS
(2)-#12 SMS EA
3"SQ. POST, SIDE OF POST OR
3.50. POST
POST TYPE B,C,D,E,F,G.H,J OR K
ALUM.'T'BRACKET:
USE (2)-&8-0 HILTI
32" 43" SQ. 30"
I i
I
'
F. G. H, J OR K
FOR POST TYPE J _
1/4" M.B. THROUGH
' POST
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
KWIK BOLTS C EQUAL
STEEL TefiACKET:
12 DEPTH OF
I
42" 64" SQ. 41"
p 1/2 0 BOLTS
FOR ALL OTHER
' CUBE FOOTING W/ 4- SLAB
SEE NOTES BELOW
USE (2)-YWO HILTI KWIK
FOOTING OR
I i
CONDITIONS
(2}1/4"0 POWERS WEDGE-
BOLTS OR EQUAL
12' MIN. EMBO.
BOLTS+, OR EQUAL, EACH
2 W EMBEDMENT DEPTH
BRACKET TO SLAB.
;.
FOR KWIK BOLTS)
•: I
: 17:
W
J
-
T.O.C.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4" OR
i
Ci
TO CRACK = 10"
C
AS
(13/4' MIN. EMBEDMENT)
a
+;'• ' ;•
N a
"
DE TH 4
(t}12'0M.6.
LONG, 1"
S. L'tt•"
:.L�
_ rn
rL
3/18•
SLAB SHALL BE IN
-� •"`'•^�` �`:-
POURED CONCRETE -
x
FROM ENO
;•;
• '
U)
O
r
GOOD CONDITION
FOOTING SEE
OF POST
;ti
OWO
3- SO. POST (STL.)
_
�' •'.'
Z
OR FLUTED
3 1/2" MIN.
FOR SIZE
SEE FOOTING
POURED
SQUARE, SEE FTG.
OR 4' SQ. POST (STL.)
SCHEDULE QUAR
CONCRETE
SCHEDULE IN BEAM
INSERT
IN BEAM SPAN TABLE
_
FOOTING
-
SPAN TABLE
PL 5/8"THK
EXISTING SLAB !
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
3" SQ. POSTS TO CONC. FOOTING O
--- —
"`
9
16"INSERT
1 1/2• .a•
4 S
x•188"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
•
ASTM A36
20" 21" SQ. 12"
23" 8 24' CUBE
STEEL
WELDED STEEL BASE PLATE
8 SEP L
25"-30"CUBE
NOTES:
1572 STEEL
BASE PLATE SCHEDULE
31"- 34' CUBE
(4}5/8'0
4-
EXISTING SLAB !
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
3" SQ. POSTS TO CONC. FOOTING O
--- —
SQUARE POST EMBED.
INTO FOOTING
9
' CUBE FTG.
1 1/2• .a•
t tn•
EMBED.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
•
BOLTS
20" 21" SQ. 12"
23" 8 24' CUBE
(2)-72"0
WELDED STEEL BASE PLATE
•.
25"-30"CUBE
NOTES:
31/4'
24" 28" SQ. 20"
BASE PLATE SCHEDULE
.,ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
TOM CAMPBELL & ASSOCIATES, INC.COLUMN
CUBE SIZE
SQ. 18• DEEP
' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
18" 18" SQ. 12"
BOLTS
20" 21" SQ. 12"
23" 8 24' CUBE
(2)-72"0
31/4"
22" 25"SQ. 16"
25"-30"CUBE
(4)100
31/4'
24" 28" SQ. 20"
26" 32' SQ. 23"
31"- 34' CUBE
(4}5/8'0
4-
28" 35" SQ. 25"
35"- 39' CUBE
(4)-3/4"0
4 3/4"
30" 39" SQ. 28'
32" 43" SQ. 30"
40' - 42" 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. a3'
' CUBE FOOTING W/ 4- SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4' OR
7' I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE -
2" X 36' X 5)4" AT
STEEL ''BRACKET.'
3. POST TYPE F
DO NOT USE STEEL T'
BRACKET W/7' I -BEAM,
PLATE SIZE MAYBE USED WITH POST TYPE, BEE SHT. 9
9• SQ. x 5/8' 1 B. C. D. F. G. 8 H -
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9'x9"x 5/8• 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 o
PATIO COVER SYSTEM AS MFG. BY:
. IAPMO ER# 0195 _
DATE: 4292011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
1'. SURFACE MOUNT
AND EMBEDMENT
10, 20 8 30 psf. .
. HORIZ WIND -
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO. CA 95929
I
REVISED BY:
RANCHO CUCAMONGA CA (951) 741.2707
90, 1008 110 MPH
(918)452-7021 FAX 403-1519 salas@durlSy
SHEET 10 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1136
1.50
" 4 0 WALL
FASTENERS
SEE TABLE
1.75" O
ROLLFORMED HANGER
34
R.F. OR EXT. HANGER SEE
CHANNEL, 2X OR 3X
RAFTER BRACKET. -�
'.281'
ALUM.ALLOY
4 6063-T6
08rnmf O
EXTRUDED HANGER CHANNEL
SEE TABLE
ING ANGLE
ALUM. PANEL 2X OR -
3x ALUM. RAFTER u
FASCIA BOARD ZEXIST. EAVES, RAFTER
ALLOWABLE PR J. _EXISTING EAV
SEE TABLE B� OVERHANG
(24' MAX.)
EXISTING EAVE CONNECTION l 1 )
WALL FASTENERS
SEE TABLE
#14 SMS ® PANEL
LOCKS OR - SMS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ATEA CONTACT
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN 16" O.C. CELL AT FASTENER) OR CONIC.
.20 _
ROOF PANEL
CONTINUOUS A- RAIL
3 (WHERE OCCURS)
A B B C D D E E F
ALUM.ALLOY
A B B C D D E E F
r
N 6083-T6
#14 SMS @ EA CONTACT
18'-8"
WALL CONNECTION
. O
07'x' 2.740„
.633'
J054- T=.060". WALL FASTENERS
SEE TABLE
APPROVED 3" OR 4'
ALUM.ALLOY INSUL ROOF PANEL
6063.76
I.R. HANGER OC
I
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN 16" O.C. CELL AT FASTENER) OR CONIC.
OVERHANG (L)
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL '.0
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 I 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.
wp
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
iu
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
yNa
D=3/8"0 x 4" LAG SCREW AT EACH STUD
LLy�
'E=3/8"0 x 1 1/8" AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
8'-10"
'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
EXIST. RAFTER
DRAWN BY: E.N.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4„V-6"
16" O.C.
NOTE: USE LEDGER WHERE RAFTER SPACING
18'-8"
18'-8"
14'-2"
2'-0'
14'-0"
12'-8"
9'-7'
FULL OR
9 OF 33
24" O.C.
12'-5"
11'-8"
8'-10"
2" x 6"1'-6"
2,-0'
9'-4"
7'4"
5'-7"
NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11'
19'4"
14'-8"
2"x8" FULL OR
2"x10' NOTCHED
24" O.C.
2'-0"
31'-11"
31'-11".
25'-0"
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 EA. SIDE
20#/30#L.L.=(2)/14 SMS EA. SIDE
U -BRACKET
1
4 SMS TSB
AT 12" O.C.
YP.
EXISTING WOOD STUD FRAMING
'I 216011218LEDGER I
2 EACH 1/4'0 x 3-1/2' LAG SCREWS L.L.-10 psf. .
DRAWN BY: E.N.
2 EACH 7/18'0 x 3-1/2' LAG SCREWS L.L.-20 AND 30 psf
NOTE: PROVIDE WATER
PROTECTION. METAL FLASHING
It
2' x 6 1/2' OR
5' MIN. 3" x 8" ALUM.
RAFTER
CAUCK JOINTS AND SLOPE
r— TO DRAIN
TYPICAL BRACKET AT EVERY 2x
_ 3/4' 0_R 1 1/2"_ _ _ _
FOR SPAN SEE ALLOWABLE
EXISTING WOOD STUD)
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGi
DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING
'I 216011218LEDGER I
2 EACH 1/4'0 x 3-1/2' LAG SCREWS L.L.-10 psf. .
DRAWN BY: E.N.
2 EACH 7/18'0 x 3-1/2' LAG SCREWS L.L.-20 AND 30 psf
HANGER CHANNEL
(3}# 4x3 i R W B }#14x1 3/4'
(2' MIN. PENETRATION INTO
PATIO COVER
EXISTING WOOD STUD)
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGi
AND BRACKET
NOTE: USE LEDGER WHERE RAFTER SPACING
DURALUMPRODUCTS,INC.
EXCEEDS EXISTING STUD SPACING
NOTE: BRACKET
SEE 2 FOR ATTACHMENT NOTE: PLACE'SIKA FLEX' OR SIMILAR MAY BE MOUNTED
14 MATERIAL BETWEEN BRACKET AND COMP.
BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S.
WALL CONNECTION O
O BRACKET CONNECTION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
UVE LOAD -
PATIO COVER SYSTEM AS MFG. By--.
IAPMO ERN 0195
DATE:4QBl2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGi
AND BRACKET
10,20630 psf
1
DURALUMPRODUCTS,INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA CA (957) 741-2107
ATTACHMENTS
HOAR WIND -
90, 100 A 110 MPHSHEET
8269 ALPINE AVE.. SACRAMENTO, CA 95828
(918)152-7021 FAX 403.1819 eeles�durelum.mm
9 OF 33
-HEADER BEAM TYPES & ATTACHMENT DETAILS
1.5�— 2+x'61, GUTTER EXT. CLIP GUTTER EXT. CLIP - T
Z.uu I SPLICE WHERE
1.79" OCCURS SPLICE WHERE —�
" OCCURS
3" 2.57" 4.8'
2.19" 2.04" 055
2.08" 2.04" oss'
TYR
93" rt J� .0000•
038" R.F. GUTTER 2.r ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6083.T6
ALLOY 3004-1436 O 6063-T6 O
6.5" ROLLFORMED 4.5" GUTTER : B MAG. GUTTER
F— 4"
3"
rm7_T
SPLICE
WHERE
OCCURS 4"
070
TYP.
ALUM.ALLOY
fi083-T6 O
4" I -BEAM F
3„
T_�I__T
—� �-- .042"
8"
ALUM. ALLOY 3004.1438 O+
OR EQUAL
3 x 8 BEAM W/ STL. INSERT
SPLICE WHERE
OCCURS
ALUM. ALLOY
O 6083-T6' .
MAG BEAM
MAX 3' B. �" MAX. 3'
.042" .042"
11-T
ALUM. ALLOY 3004-1438 ALUM. ALLOY 3004.1438
OR EQUAL OR EQUAL
"J ODBL. 3 x 8 BEAM ON
II DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT
- ---] 3.00" SQ.
14"R
TYP.' 0 8..
.28"
ASTM A653 GRADE 40
'E
O "3" SQ. STEEL BEAM
_ 3.0'
MAX. 2"
—� .042"
032' 8.0
. 0
ALUM. ALLOY 30041438 OR EQUAL ALUM. ALLOY 3004-H36-
J OR EQUAL
DBL. 2 x 6.5 BEAM. 3 x 8 BEAM
O
375"
T=14 GA
7.6 5" ASTM A653 GRADE 506658" T " 0.125•
.
ALUM. ALLOY 606376
_625' t 375"
2.875°
3 x 8 BEAMO 7" I-BEAM."C" OP
STEEL INSERT SPLICE / INSERT
!
DRAWN BY: E.N.
1
TOM CAMPBELL 8 ASSOCIATES, INC.
~
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
-
IAPMO ERP 0195
SCALE: NONE
SCALE: NONE
SPLICE
WHEREr
BEAM TYPES
10, 20 8 30 pat
OCCURS
.024"
—� r-- .032"
110"
RANCHO CUCAMONGA. CA (951) 741.2107
1 .042"
TYP.
8269 ALPINE AVE., SACRAMENTO, CA 95828
;
ALUM. ALLOY
ALUM. ALLOY 3004-H36 OR EQUAL
6063-T6
O
J
7" I -BEAM
2 x 6 RAFTER
MAX 3' B. �" MAX. 3'
.042" .042"
11-T
ALUM. ALLOY 3004-1438 ALUM. ALLOY 3004.1438
OR EQUAL OR EQUAL
"J ODBL. 3 x 8 BEAM ON
II DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT
- ---] 3.00" SQ.
14"R
TYP.' 0 8..
.28"
ASTM A653 GRADE 40
'E
O "3" SQ. STEEL BEAM
_ 3.0'
MAX. 2"
—� .042"
032' 8.0
. 0
ALUM. ALLOY 30041438 OR EQUAL ALUM. ALLOY 3004-H36-
J OR EQUAL
DBL. 2 x 6.5 BEAM. 3 x 8 BEAM
O
375"
T=14 GA
7.6 5" ASTM A653 GRADE 506658" T " 0.125•
.
ALUM. ALLOY 606376
_625' t 375"
2.875°
3 x 8 BEAMO 7" I-BEAM."C" OP
STEEL INSERT SPLICE / INSERT
!
DRAWN BY: E.N.
1
TOM CAMPBELL 8 ASSOCIATES, INC.
~
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
-
IAPMO ERP 0195
SCALE: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 8 30 pat
DURALUM PRODUCTS, INC.
11916)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
HORIZ WIND
8269 ALPINE AVE., SACRAMENTO, CA 95828
80, 100 8 110 MPH
FAX 4031519 sates@duretum.mm
SHEET 11 OF 33
SPLICE DETAILS BEAM TO POST DETAILS 02)
SIMPLE SPLICE FULL MOMENT
-�
#to S.M.S. II #12 S.M.S.
(9 Tot TYP. THICKNESS =.035' (24 TOT II
TYP. THICKNVS =.035-
6.38'
II II
+ + + ++ + + + + ++
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
ALUM. ALLOY 16"--114— 6063.76
4" I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
4"
SPLICE WH
Occur
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
0
No
(2)#10 S.M.S.@ EA.
VALLEY.TYP.
v
I'vE I_=_I
R
l
3
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
1. 5"
O e
O O
O O
l®
�1
N
I�E L-=13
BES
10, 20 830 psi
�T
NOTCH I -BEAM FLANGE
I -BEAM ALUM ALLOY
MOMENT C -SPLICE
0
No
(2)#10 S.M.S.@ EA.
VALLEY.TYP.
v
I'vE I_=_I
R
l
3
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
l®
�1
N
I�E L-=13
BES
10, 20 830 psi
�T
NOTCH I -BEAM FLANGE
I -BEAM ALUM ALLOY
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AS NEEDED TO CLEAR
(6061-T6) ALTERNATE I
I
SQ. POST,CONNECT WEB
STL. C -BEAM
REVISED BY:
TO POST W/(2)-1/2"0
90, 100 8 1101 H
THRU-BOLTS
_/
SQ. POST
- BEAM TO POST CONN.
PANEL
4'x3" ALUM. 'I" BM. OR
7'x4" ALUM. "I" BM.
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ B-O.C.
MAX. STAGGER IN BEAM
FLANGE
(4)-1/4'0 M.B. BEAM
TO BRACKET
2- 3/8'0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE — —r—
ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.
TOM CAMPBELL B ASSOCIATES, INC.
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4/2612011
BES
10, 20 830 psi
DURALUMPRODUCTS,INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SPLICE DETAILS
HORIZ WIND
9259 ALPINE AVE., SACRAMENTO, 95928
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
90, 100 8 1101 H
(gig) 452.7021 FAX 403.1519 sales duralum.com
®
SHEET 12 OF 33
BEAM 'TO POST CONNECTION DETAILS.
• OPTIONAL DECORATIVE FASCIA _
. ( WOOD. ALUM. OR HARDBORD )
' 3" x 8" x.042" BEAM,
3" SQ. STEEL OR
MAG BEAM.
2-014 x 12° S.M.S. EACH SIDE OF 3
f SO. POST 4 -TOTAL
ALTERNAT : 1/4'0 SO
LT W/ WASHER '
EA. SIDE OF 3' SO. POST , -
'q
FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING= 3/4"
ALUM. ALLOY 3105-H25
1.50" 1.50"
28"7LI 2" I 2
f
#8 x 2'SMS_2 1l2/2"
--T_..-.._ P2
}1V IZ'' SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-1-125
.28" � 31. '211
.018„
1 1/2" SO..Z SO.,
OR 2"x3" LATTICE
@ 3° O.C. MIN.
"- TO 6°O.C. MAX.
O_ 17
2"x3" LATTICE TUBE 1 LATTICE TUBE TO RAFTER I
1
FASTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
g r I .�:.I
o ,
00
'r - (JFASTENER 6112-
00 GROUP
Oo
ALUM. BRACKET X,
L .
2' 1' �'L'. SEE TABLE
RAFTER "TAIL" TO GUTTER 15
I r
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
1/2" MIN.
O
O
/
750r—
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18 .
5" BRACKET-- RAFTER TO BEAM
-
DRAWN BY: E.N.
#14 x 1/2' S.M.S. TOP
_
LIVE LOAD =
-
& BOTT. (2)-TOT.ILL
f
DATE: 42s2ot 1
+ t1o•
BEAM TO POST
10, 20 & 30 par
1
.75 O'
� •
IAPMO ERN 0195
S0'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
ROOF PANEL
3° SO. POST
(4)#14 SDS @ EA. SIDE
2.35'
TOP & BOTT. TOT: 16
ROLLFORMED OR —
_
90, 100 5 110 MPH
EXTRUDED GUTTER
7
*
#14 S.M.S. @12-O.C. —
2-014 x 12' S.M.S. EACH SIDE OF 3' -
-
FASCIA
SQ. POST (4 -TOTAL)
BOLT
ALTERNATE: 1/4'0 W/ WASHER -
EA. SIDE OF 3- SO. POST
-
RAFTER
3"X 3" ALUM. OR
STEEL POST
" ¢FE
0SS!
.240° 3' SQ. POSTo�
-
1.
GUTTER FASCIA
MAG BEAM 3- SQ. POST
3'sQ. STL. BEAM 13 '
H -BRACKET TO POST 14
= T
N0' 3794 r
FNAIf/
ALUM. ALLOY 3105-H25
1.50" 1.50"
28"7LI 2" I 2
f
#8 x 2'SMS_2 1l2/2"
--T_..-.._ P2
}1V IZ'' SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-1-125
.28" � 31. '211
.018„
1 1/2" SO..Z SO.,
OR 2"x3" LATTICE
@ 3° O.C. MIN.
"- TO 6°O.C. MAX.
O_ 17
2"x3" LATTICE TUBE 1 LATTICE TUBE TO RAFTER I
1
FASTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
g r I .�:.I
o ,
00
'r - (JFASTENER 6112-
00 GROUP
Oo
ALUM. BRACKET X,
L .
2' 1' �'L'. SEE TABLE
RAFTER "TAIL" TO GUTTER 15
I r
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
1/2" MIN.
O
O
/
750r—
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18 .
5" BRACKET-- RAFTER TO BEAM
-
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS M G. BY:
DATE: 42s2ot 1
BEAM TO POST
10, 20 & 30 par
DURALUM PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE ,
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
ATTACHMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95825
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 5 110 MPH
(915)452-7021 FAX 403-1519 "eleaQdurehxnwm
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 RAFTER
BOLT CONNECTIO PLAN 2 T^ l
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
t•
4.5' O 6"
3"x 3"STL.POST (24") H 0 ALTERNATE:
INSERT ATTACHED OR (2}2x6.5" OR
3"x 3"STL.POST COLUMN__M (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
A --LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"xB" 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"0"4.024" (1) -1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. T
1 61
S
@ 2PONS NITSITTED
PLUG WHERE
SCREW IS INSIDE
P� .^
PER
I
DATE:11
SCALE: NONE
��' 1`"
LATTICE
0. 20 & 30 psl
.5"
#14 SMS MAY
NO 3'f?481 ifl
3.5" `
RANCHO CUCAMONGA. CA (951) 741.2107
3.5"
BE USE AS
ALTERNATE TO
8269AVE., SACRAENTO, CA 95826
t
3.5"
1/4"0 BOLTS
(916) 452.7021 FAX 4031519 salesQ4uralum.com
8" BEAM
:I'm El OR ❑2 l 1
6#14 SMS 1
EACH SIDE I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 27
POST SCHEDULE
1�3" SQ. x.032" + (2)•2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032"
W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6}#14 S.M.S. EACH SIDE.
USE ON-CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
_ EXISTING
2"x6 Y2°x0.024"
ALUMINUM MEMBER
WITH WOOD FILL OR
2"x6" NOMINAL LEDGER
(NEW OR EXISTING)
(2) SIMPSON SDS25600
EXISTING
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 3/"
3" SQ. POST LONG SDS Q EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE:11
SCALE: NONE
MMR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
0. 20 & 30 psl
9AALPINE
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
CONNECTIONS
NORIZ. WIND
90. 100 d 110 MPH
8269AVE., SACRAENTO, CA 95826
SHEET 14 OF 33
(916) 452.7021 FAX 4031519 salesQ4uralum.com
a
10# L.L. 100 MPH FREESTAND.& ATTACHEDOPEN LATTICE-PATI0S--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
,
FIGURE INDICATES EXPOSURE B w '
FIGURE INDICATES EXPOSURE C s
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
�
'3'.''SO. STEEL BEAM 'DBL. 3"x8"x.042"BEAM i. DBL:2"x6.5"x.032" BEAM 73"x8" BEAM w/INSERT' 1 DBL. 3"x8" BEAM
LATTICE
'
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM _ EACH w/ A 3"x8" STL. INSERT
>
H
o
MAX.COL.
ATTACHED
FREESTAND ATT. r FREESTAND ATT. MAX.POST MAXPOST 'FREESTAND ATT. FREESTAND 'ATT. INAX_POST
MAX.POST MAX.POST MAXPOST
10.20 8 30 psf _
In —
$
SPACING
.FREESTAND
SPACING SPACING
SPACING MIN SPACING MIN. MIN. SPACING MIN. SPACING MIN. ,MIN.
FTG.: FTG. FTG FTG. FOR DBL. FOR 3- x 8- FTG. FTG' FTG' FTG' FTG. �C''
_
rx
I- ,-
ON SLAB *
(SPAN) POST (SPAN) POST POST (SPAN) POST (SPAN) POST POST
(IN.) ON.) (IN.) (IN.) 2-x8.5"x.032", BEAM (IN.). (IN.) (IN.) (IN.) (IN.) (IN')
8289 ALPINE AVE, SACRAMENTO, CA 95828
(818)452-7021 FAX 4031519 eales®Auralumcom
SHEET 27 OF 33
TYPE TYPE TYPE TYPE TYPE TYPE
4
1 T-0"
-O"
30
G
1516 19'-7"
34
(�
17 13'-4" 13'-10"
31
G
16 2? 5,
37
G-1
36'-0"
40
G
21t B
4,
. 18'-6"
19 11'-0" 13'=1"
17 5 24'-0"
34'-0"
,
24
5'
„,
13-730
V12'
G
15 17'-6"
. (j
18 11'-11 " 12'-5"
31
G
16 22'-9" ~
36
G
20 ; 32'-2"
39'
G
22 • B
,
56'.
17 16'-6....33
20 9'-10".8.
18 21'-6"
22 30'-5"
25E
11' 4:'
29
G
1618 16' 015'1"
33
G
19 10'-10" 11'-4"
30
G•
17 20'-9"
35
G-
20 29'-4"
38
G
23 ' g,
6
.21 9'-0" 10'-8"
19 19'-7"
23 2T-9"
26 E
T
„
9'.-8
29
G
17 14'-10"
32 ,.
. G
19 10'-1" 10'-6"'
,
29
G
17 19'-3"
34
G _
21 2T-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 B-
8'.
, . 9'-2"
19 13'-1"
22 T-9" 9'-3"
19 1T-0"
24 24'-0"
27 E
9'
7._7 .
'
9'-2" -
28
G
17 13'-1"
31
20 8'-10" 9'-3"
'28,
18 17' 0" -
33
G
22 24' 0"
36
24 - E
,
-
27 F
10'
'6'-9l'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 .
p'
8'-6"
20 11'-8"
23 T-0" 8'-3"
.
20 15'-2"
25 21'-6"
F .
28
.1
11
-6,_2„
30
H .1820
11,101.2"
. 30
H
2123 8'-0"
8 4"
30
H
1821 15 -14'-6"
H
2 211-20'-6"
`35-
H
25 E
6'-8" T-11"
.32
25
8
12'
5'-8"
8'-3"
30
H
19 11'-4"
30
H '
21 • 7'-8" 8'-0"
- 30
H
19 14'-8'
32
H
23 20'-9"
35
- -
H
26 • -E -
7,_9^
21 10'-8"
23 6,�„ . T-7"
21 13'-10"
- 26 19'-7"
29F .
.12'.
13'
S'-2"
T-11"
31
H
19 10'-10"
31
-H
21 7'-5" 7'-8"
31
H
19 14'-1"
32
H
23 19'-11"
35
H
26 -E
13r
7'-6"
21 10'-3"
24 6'-1" 7'-3"
21 13'-4"
26 18'-10"
29 F .
14
4'-10"
T-7"
32
H
19 10'-6"
32
H '
21 7'-0" 7'-5"
32
H
19 13'-7"
32
H
23 -3"
34
26 E -
T-2"
21 9'-11"
24 5'-11" T-0"
- 21 12'=10"
26 18'-2"
15
-17'-4"32,
4 -6
� H
19 10'-1"
32
H ,
22 6'-s" T-2"
32
H
19
6'-11"
22 9'-6"
24 5'-8"- 6'-9"
22 12'-5"
27 17'-6"
30 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
FOOTNOTE: "SAMPLE"
FIGURE
,
FIGURE INDICATES EXPOSURE B w '
FIGURE INDICATES EXPOSURE C s
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:
' IAPMO ERN 0195
OATS: anermll
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
p03T SPACING TABLE
FREESTANDING
10.20 8 30 psf _
DURALUM PRODUCTS, INC.
•
REVISED BY: -
RANCHO CUCAMONOA CA (851) 74t-2107
AND ATTACHED
10 N LL. 100 MPH
HORIL WIND =
80, 100 8 110 MPH -
8289 ALPINE AVE, SACRAMENTO, CA 95828
(818)452-7021 FAX 4031519 eales®Auralumcom
SHEET 27 OF 33
10# L.L. 110 MPH FRFFSTAK]n t ATTOr WPn noon) ( ATTIl-C MATIP11% A/11
EXP. B & C
••-•••••�•• nl.,l4V vlv CAIJI Ilvu JLHtl JI'1AlL tat
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
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C.
r
Ir
4-
5'
6'
7'
8-
9t
10'
11'
12'
13'
14'
15'
DRAWN BY: E.N.
DATE: 4/28/2011
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
SPACING TABLE
PDFREESTANDINO
LIVE LOAD a
-
- . .. --. -
V. % 1
4 1\/1— 1 1-1
t tvv I
L Vf\ L-CJJ
10, 20 d 30 paf
DURALUM PRODUCTS, INC.
3" SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
RANCHO CUCAMONOA, CA (951) 741-2707
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAM
w/INSERT
DBL. 3"x8" BEAM
OR 3"x8"BEAM
99. 100 d 110 MPH
(918) 452-7021 FAX 4011519 galea®dureNm.cwll
SHEET 28 OF 33
EACH W/ A 3"x8" STL. INSERT
FREESTAND
FREESTAND
n o
MAX.COL.
MAX.POST
FREESTAND
ATT.
MAX POST
FREESTAND
ATT: MAX.POST MAX.POST
ATT.
*ATT.
m 3
SPACING
SPACINGMI,
SPACING
SPACING SPACING
MAX.POST
FREESTAND ATTACHED
MAX.POST
7N.)r4ST
mac''
POST
FT
MIN
FTG•
MIN.
F
ON SLAB*
(SPAN)
FTG' (SPAN)
FTG. FOR DBL. FOR 3" x 8'
FTG. (SPCAN G
FTG. SPACING FTG MIN. FTG. MIN.
YPE
(IN.)
(IN.)
TYPE
(IN.) 2'x6.5"x.032" BEAM
(IN.)
POST
TYPE
(IN')
(IN')
(IN) (SPAN) (IN.) (IN')
4'
17'-0"
31
G
16 19'-1"
36
H
18 12'-1" 13'-6"
33
H
16 24'-10"
TYPE
TPOST
TYPE YPE
20 35'-1" 23
11'-3"
18 17'-10"
21 9'-10" 12'-7"
18 23'-2"
38
H
42 H B
23 32'-9"
5'
13'-7"
10'-11"
10'-5"
31
G
16 17'-1"
35
H
19 10'-10" 12'-1"
32
H
17 22'-2"
25
21 31'-4" 24 B
18 15'-11"
22 8'-10" 11'-3"
19 20'-8"
37
24 29,_3„ 41 H 26 E
6'
11-4'
10'-4"9'-10"
30
G
1719 15-714,-6"
34
H
2022 9'-10"8.1 11'-0"10'-3"
31
H
1820 2018'-11"
224 28 2427 B
37
H
26'-9" 40 H
E
7'
9'-8"
9-g
9'-4"
30
G
18 14'-5"
33
H
20 9'-2" 10'-2"
30
.I
18 18'-9"
22 26'-6" 25 B
20 13'-5"
23 7'-5" 9'-6"
20 17'-6"
36
H
25 24'-9" 39 H 28 E
8'
8'-6"
9,-4„
8'-11"
80
G
18 13'-6"
20 12'-7"
33
H
21 8'-7" 9'-6"
30
H
18 17'-6"
35
H
23 24'-10" 25 B
23 7'-0" 8'-11"
21 16'-4"
25 23'-2" 38 H 29 E
9'
7'-7„
9'-08,-7"
30
G
1921 12'-91'-10"
32
H
2124 8'-1 " 9,_p"
30
-�
19 16'-65
35
2629 E
23'-5"21'-10"
6 -7 8'-5"
1 5
�-
_2_3 6
38 �-{ F
10'
6'-9'
8,_8„
31
G
19 12'-1"
32
H
21 7'-8" 8'-6"
31
H
19 15'-8"
24 22'-2" 26 E
8'-2'
21 11'-3'
24 6'-3" 8'-0"
22 14'-8"
34
H
37
26 20'-8" H 30 F
11'
6'-2"
8'-4"
7'-10"
31
H
19 11'-6"
22
31
H
22 7'-3" 8'-2"
31
H
19 14'-11"
34
H
24 21'-2"
27 E
10'-9"
24 5'-11" 7'-7"
22 13'-11"
27 19'-9"
37
H
30 F
12'
5'-8"
8'-0"
7, 6"
32
H
20 11'-0"
22
32
I""I
22 7'-0" 7'-9"
32
H
20 14'-4"
33
H
24 20'-3"
27 E
10'-3„
25 5,_8„ 7'-3"
22 13,x„
27 18'-11"
37
H
31 F
13'
5'-2"
7'-8"
7'-2"
33
H
20 10'-7"
23 9'-10"
33
22 6'-8" 7'-6"
33
j
20 13'-9"
33
J
25 19'-5"
2g E
25 5'-6" 7'-0"
22 12'-10"
28 18'-2"
36
J
31 F
14'
4'-10"
7 -56'-11 "
33
H
20 3 10'-2"9'-6„
33
J
2325 6'-s" 7 -3"
33
J
2 13
33
J
2 18 -9"7'-6^
2831 E
5'-3" 6 -9"
23 12,x„
28
36
J
F
15'
4'-6"
7-26'_5^
34
H
2123 9'-10"9,-2„
34
23 6-3 7-0"
34
2023 12'-1�-11„
2 1816'-11"
2832 E
6 s,_1„ 6,_6"
34
28
35
J
F
••-•••••�•• nl.,l4V vlv CAIJI Ilvu JLHtl JI'1AlL tat
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
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C.
r
Ir
4-
5'
6'
7'
8-
9t
10'
11'
12'
13'
14'
15'
DRAWN BY: E.N.
DATE: 4/28/2011
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
SPACING TABLE
PDFREESTANDINO
LIVE LOAD a
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 d 30 paf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (951) 741-2707
AND ATTACHED
HORIZ. WIND •
8269 ALPINE AVE- SACRAMENTO, CA 95826
10 0 LL 110 MPH
99. 100 d 110 MPH
(918) 452-7021 FAX 4011519 galea®dureNm.cwll
SHEET 28 OF 33