PAT (10-0568)Application Number: 10-00000568
Property Address: 61218 LIVING STONE DR
10-0568
APN: 764-280-999-199 -300236-_
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 3990
Applicant: Architect or Engineer:
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION.
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and. effect.
License Cla�1n_vactor:
B License No.: 770843
_ I
NER-BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exemptfrom the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively rContracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1_1 am exempt under Sec. , B.&P.C. for this reason
Date
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for whichthis permit is issued (Sec. 3097, Civ. C.).,
Lender's Name:
Lender's Address: �Y t
LQPERMIT
Owner:
MABBOTT
61-218 LIVING STONE DR
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760).777-7153
Contractor:
LIFETIME PATIOS �
P.O. BOX 5806
LA QUINTA, CA 92248
(760)777-2650
Lic. No.: 770843
Date: 6/25/10
e
JUN
EZ1 10
ITYOFIA
FNAAMPbiPINT.Tq
I
-------------------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
.for by'Section 3700 of the Labor Code, for the performance of the work forwhichthis permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are: '
Carrier SOUTHERN INS Policy Number WSIO04013401
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
i 3700 of the Labor Code, I shall forthwith comply with those provisions.
ate: Applicant.
WARNI G: FAILURE TO SECU WORKE ENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO'CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions andrestrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City -
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit. '
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I haveread this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county o enter upon the above-mentioned property for inspection purposes. '
te: Sig ture (Applicant or Agent):
Application Number . . . 10-00000568
Permit . . . PATIO COVER PERMIT
Additional desc
Permit Fee : 63.00 Plan Check Fee
40.95
Issue Date . . . Valuation,
3990
Expiration Date 12/22/10
Qty Unit Charge .Per
Extension
BASE FEE
45.00'
2.00, 9.0000 THOU' BLDG 2,001-25,000
18.00
Special Notes and Comments
300 S.F. WEATHERWOOD LATTICE SHADE
STRUCTURE•@ SIDE OF RESIDENCE. 2007
CODES.
---------------------.-------------------------------------------
Other Fees . . :J BLDG STDS ADMIN (SB1473)
------------
1.00
STRONG MOTION (SMI) -RES
.50
Fee summary Charged Paid Credited
.Due
Permit Fee Total 63.00 .00 .00.
63.00
Plan Check Total_ 40.95 .00 .00
40.95
Other Fee Total 1.50 .00 .00
1.50
Grand Total 105.45 .00 .00
105.45
LQPERMIT _ ..
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GENERAL NOTES: ' ,
PATIO COVER SYSTEM AS MFG. BY, DURALUM PRODUCTS, INC.
• •- � i. i , V� ., :I•'I 11. i ; �% �,�6�r11'���((f; Jf{¶(�'� •.., -f -•i.
1 THE DESIGN COMPLIES WITH 1 Ht ZUUb w l ERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE .2007 CALIFORNIA BUIL-DING_CODE_.
I AND OTHER STRUCTURES AND THE 2000 8 2005'ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY.
ASCE/SEI 7 -OS -MINIMUM DESIGN.LOADS.FOR BUILDINGS rel r -
DRAWING NOTES, - I 0 `
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE. ETC.) SHfiLL BE CIRCLED AND CLEARLY IDENTIFIED L:_1 }� PIU. 3%� EI art i
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSASI�ITY. �� ((% ,L ` 3 31 I -b7
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE; UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD . \\ �1.
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, \\��).��^"'r�'
METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES. �l Cl 1`1L.
5.
e
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED n s _w `� e _ +
REPRESENTATIVES OF THE BUILDING'AND SAFETY DEPARTMENT. - ` ` \ L 1�
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. ; I -
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. • _
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H. - e
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM. NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. 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. x
ATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOC.
DESIGN CONSIDERATIONS: - - DESIGN LOADS : r• - • - 'a • -
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. • ` 'TER 16IBC APPENDIX CHAPTER I
t
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. y ' 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAP, ^
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.,_ ANO IRC APPENDIX H. 1
+ '
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. - ,
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN •ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
ASCE/SEI 7, SECTION 6.5.7.1.'
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS ' ' SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7. SECTION 6.5.13. - - DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
i - (SNOW SLIDING AND DRIFT '
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIND LOADS: "90 MILES PER HOUR, EXPOSURES B AND C. s '
WIDTH (P. FT), SHALL NOT EXCEED ONE (1). 100 MILES PER HOUR, EXPOSURES B AND C.
21. THE RATIO (L/P), PATIO COVER LENGTH (l, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, . 110 MILES PER HOUR, EXPOSURES BAND C.
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS: ' t SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY 0.'. • -
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
D ULTIMATE STRENGTHS. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 7605.3.1 & 1605.3.2.
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AN
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY. COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. '
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER ' 1
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 13. COMMERCIAL APPLICATIONS'- CBC & IBC CHAPTER 16. '
25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR I, w
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. -
ASTM A653, GRADE 40. ' 1 • -
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL -BOLTS SHALL BE ASTIvt A-307; HIGH-STRENGTH BOLTS - SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT..,
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.ROOF: (SNOW SLIDING AND DRIFTIIJG ARE BEYOND THE SCOPE OF THIS REPORT).
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ -
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. ,
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1916 100 MILES PER HOUR, EXPOSURES B AND C:,
OR APPROVED EQUAL. y •110 MILES PER HOUR, EXPOSURES BAND C.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.- • SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA. ,
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED pAT10 COVER SYSTEM AS MFG. BY::
- LIVE LOAD =
oaAWN B�': K.K. TOM CAMPBELL &ASSOCIATES, INC. 10, z0 E 30 psI DURALUM PRODUCTS. INC.
GATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAIv1EtJf0, CA 95826 SI -IFFY 1 OF 30
SCALE: NONE ,RANCHO CUCAMONGA, CA (951)7e12107 qn nn,. nMCH
• o... vv a no _
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SOLID PANEL TYPES.
.` ATTACHMENJCHANNEL
SEE DETAIL
- ALUMINUM
LEN
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( �. ATTACHMENT CHANNEL.
ALUMINUM 1 SEE DETAILS
IENGT
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THEr=Ra�ECTOrN�ENSTN��ES
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MIN.o.zs'SLOPEPERr-T�
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FOR SPANS ;
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"O.H "SNOT TO EXCEED 25%
"O.W' NOT TO EXCEED 25%`
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OPTIONAL: .CANTILEVER BEAM•Ou
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OPTIONAL: CANTILEVER •BEAM
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S EE SCHEpU�ES
SEE SCHEDULE FOR
POST SPACING
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SD. POSTS. SIZE VARIES
SEES ACING G.
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ALTERNATE: -
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BE USED WHERE- ..,t
PERIdITTED.
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SEE SCHEDULE _ _
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f AND AT END BAY FII
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NOTE: EACH COMPONENT.IS,INT �Cj �• CxgA.
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ROOF PANEL MIN. 0.25" SLOPE PER FT. • O H RUCTURE VgRICS
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ROOF PALUMINUM ANEL' t
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ES
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ALTERNATE:
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TO CONSTRAIN
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FOOTING WHERE REQUIRED =/
-
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SEE SCHEDULE FOR FOOTING CUBE SIZE
F
NOTE: EACI-I COMPONENT IS INTER-
SEE SCHEDULE FOR FOOTING CUBE SIZE_
.
CHANGEABLE WITH ANY OTHER'
- 1/2 x 9" STEEL ROD
NOTE: EACH COMPONENT IS INTER-
1/2 x 9" STEEL ROD
i
• . COMPONTENT UNLESS OTHERWISE SHOWN.
_
CHANGEABLE WITH ANY OTHER
- - - „ .
'
COMPONTENT UNLESS OTHERWISE SHOWN.,
�D FREESTANDING MULTISPAN VVICANTILEVER OPTION
TYPE "C" FREESTANDING
WICANTILEVER OPTION -
.TYPE
:
PATIO COVER SYSTEM AS MFG. BY:
"
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES. INC. ,
LIVE LOAD =
SOLID PANEL+ 10. 20 & 30 psl
DURALUM PRODUCTS. INC.
^ ! -
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES W11=
8269 ALPINE AVE. SACRAMENTO. CA 95626 SHEET. 2 OF 30
' -
SCALE_ NONE ^ ^ ^ ^
RANCHO CUCAMONGA. CA (951)741-2107
900 100 100&1100 MPH
,o1r., as�.;n�• r.nx nm.•s In �aio�r',.I.ai,.. �.....
RAFTER. SEE TABLE
FOR SIZE
"710 SPACING
MAX PROJ
SEE SCHEDULE
MAX OH
25% OF SPAN U'H
POSTHEIGHT
SEE SCHEDULE
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH A14Y 01-1-IER
COMPONTENT UNLESS OTHERWISE SI-LOWN.
OPEN LATTICE -TYPE PATIO COVER
SCALE NTS
/mr- Hr -If ATTA(`"F-:n gINI,I FSI
RAFTER, SEE TABLE
FOR SIZE
AND SPACING .
MAX O HOH
25% OF SPAN
HEIGHT
LE14GTH OF STRUCTURE VARIES
@@
_OPEN LATTICE TYPES
FkigTryG
BU�04VG
POST VA H SIDE-
PLATES SEE DETAIL
312 -SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED
I` SEE SCHEDULE
FOOTING WHERE REQUIRED, E
SEE SCHED. FOR FOOTING CU6 o�E
NOTE: IS OPEN LAT710E-TYPE ST
MAY NOT BE ENCLOSED 0R5',be
MAX PROD
NOTE THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEOULE
MAY NOT BE ENCLOSED OR COVERED.
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
1
2S%60 OL. MAX O H
P F�?,�,_25'.5 OF SPAN
HEIGHT
LENGTH OF STRUCTURE VARIES
ROJ.�T
I3No. 37
48ISPNOTE. THIS OPEN LATTICE-_
MAYOBE ENCLOSEL1
lai
EACH COMPONENT IS INTER-
5EABLE WITH ANY OTHER S
TENT UNLESS OTHERWISE SHOWN.
TYPE F ATTACHED MI
1p' MAX PROJ.
tl SEE SCHEDULE
V I % RAFTFR SEE TABLE
HEIGHT
'HEDULE
V
v
�FUSTAG
G
- POST VOTH SIDE-
PLATE$ SEE TAIL
312' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED
J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED FOR FOOTING CUBE S1ZE
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
P3 MAY NOT BE ENCLOSED OR COVERED
POST CROSS -SECT) LENGTH OF STRUCTURE VARIES
P05
rSP
SEE POST DETAI
POST TION,
SEE-
r�e[FC�'W'G
,o
SEE POST DET IL
3 1/2- SLAB
S,�STSn
T9e(FC�'1'G
3 112' SLAB
MOTE: EACH COMPONENT IS INTER-
-HER
MAY BE USED POS
IN
SFF TO LONG.
SPgCi
N USED
MAY BE
TO CONSTRAIN
CHANGEABLE WITH ANY 01
SEE
J I FOOTING. SEE
�S<F �c NOTE: EACH COMPONENT IS INTER-
.o
S �sTSP FOOTING, SEE
COMPONTENT UNLESS 01 HERWISE SHOWN.
�_ (� SCHEDULE
CHANGEABLE WITH ANY OTHER
`F r -1C� I SCHEDULE
OPEN LATTICE TYPE PATIO COVER
\
FOOTING WHERE REQUIRED COMPONTENT NT UNLESS OTHERWISE SHOWN.
�s(F YG'FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE
SINGLE SPAN LATTICE STRUCTURE
TYPE IIHII FREESTANDING MULTISPAN LATTICE STRUCTURE
TYPE "GI' FREESTANDING
PATIO COVER SYSTEM AS N1FG. BY:
DRAWi'I BY' K K.
TOM CAMPBELL 8 ASSOCIATES, INC.
OPEN LATTICE
LIVE LOAD e
10, 208 3D psl
DURALUM PRODUCTS, INC.
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ.'AAND =
J82C9 ALPINE AVE. SACRAMENTO, CA95826
SHEET 30F 30
SCALE NONE
RANCHO CUCAMONGA. CA (951)741.2107
901008110 MPH
IV1R1459.7R71 FAX an7.1AtR cwlnanlrLrtol„mr-nm
RFV15F(1 RY KK Rr)P
SOLID PANE_ SPANS FOR COMMERCIAL.& PATIOS 90/100/110,MPH EXPOSURE B & C
77..�y(r`r+�--'mss 09R. a67• -r
m , FAN BEAM 77^. 09R. (LSJ 67..
i.
AL UNMARKED RADII`06R_�Y.�: �i1 �.� - - .,
25"
2.5- n Q. ' r . J, ALL UNMARKED RADII .06R
6 • a N .
45 - 2.5" T=
-,FE
7 a. i
r!•
'>_TYP f •38 - r ' «'' + t.. .�. ' r r... i T -SF TABLE BELOW r"
\\lam 4 5 ° a
f
75 9 f r w HEADER " TYP.
9 .75 9 y w
7 25 r �. v r, 5" 75" 5" 75"
UM"AL-L-OW3004=
.' CEILING FAN AND/ 3. • , .
-OR LIGHT FIXTURE .; •.lt♦ . •r';
;_6R EQUAL • u' (MAX. 30 Ibs.) r F t , r 6 00"
•EXISTWALL w :r r I �� ' . ' + • 4% ALUM. ALLOY 3004-H36 OR EQUAL
zz
FES
PGJI.,Cq49A�'�.
r mr 11 AY Q G 20� 2
-)( No. P7948
Exp -M.sl1
T=.075r'.TYP — —
CIVI� 3.... `.
OFC f ,•
8"x2 172"'FLAT-PAN
(PSF)
L.L.=
(PSF)
"T"190"100
'(IN.)
&110' 10
MPH SPAN,;
20#
:77.-9.. .:
,EXP.B'& EXP.O,.
16-3" '
r
.018
sF
1 0 --_020
032
TLL
040
.024
14'-2'*
.020
t -
r
12'-10"
`.032
14 10"
*040
.032
' ,16'-4"
-.020
040
18'4..
20
.020
10;11" ,
040
.024
.032
13'-4" ,
.040
15'-0'
30
'.020
9'-5"
-.024
- 10'-0"
.032
•e • 1V-7-
' 7"'040
040
12'-11"-
ALLOWABLE SPANS `
(PSF)
2" x 3" FAN BEAM
10#
' 21'-6'?
20#
:77.-9.. .:
30# '
16-3" '
r
I },-
_
EXIST. WALL" - - ..'_FAN BEAM • ALUM. ALLOY 6063-T6 r�
' ,ATTACHMENT.AT HANGER CHANNEL
FAN BEAM' ' • ''• '' F�+c �j • r + +
SEE SCHED. 5—`�'HANGERANNEL' • '
' 3
FAN BEAM
#12 S.M.S. SCREW SCREW AT HANGER CHANNEL r
FAN BEAM , * .ATTACHMENT AT HEADER
\ < t FAN BEAM
a
il
0.042"x3"x8" HEADER >#12 x 3.1/2" S.M.S. SCREW
AT HEADER'
,6"x2 .1/2" FLAT PAN
(PSF)
T^
, (IN.)
, 90,100&110 `
MPH SPAN -
EXP.B S EXP.0
10-
'
.018
13--6--
3'-6"10.
.020
•14'-3"
1024
15'-7',
032
18'71" +
040
20'-2"
i
20
.020
c
024
12'-10"
`.032
14 10"
*040
16-4"
30
-.020
.024
r,. 1 1' 9" •
.032
' 13'-8"
040
15'-2"
-
DRAV01 BY: K K. r
TOM CAMPBELL & ASSOCIATES. INC.-
LIVE LOAD = + •
PATIO COVER SYSTEM AS MFG. BY:
- -
DATE: 5105!2009 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
• 8
10 20 8 30 PSI
,
DURALUM PRODUCTS. INC.
a
'
SCALE: NONE
REVISED BY: KK.BD.P. -
RANCHO CUCAMONGA. CA. (951) 741.2107 •
• ' )
FAN BEAM
HORIZ. NAND =
70. 908110 MPH
8269 ALPINE .AVE • SACRAMENTO. CA 95826
rou144zvm, cnxen•1-.c,o °.aP�n��.=i„m .nm
• SHEET S OF 30
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
25" T= TABLP 8 W a3o_{ 140" —17 I—r%fliQ 1.
40CJ
2.46"� 1.70' _ 0
A �7 v
1.48" 40 I I I .40 — 40" � No. 379
48 r 1
3.00' — 4.50' — — 4.50" — — 4.50" — — 4.50" — 3.00" ` Exp. 13 3 �
24.00" _
ALUM. ALLOY 3004-H36 OR EQUAL10-
90/100111.0 MPH
151zs..
24" TRI -"V" PAN
Ll =
(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
.018
11,0'.
10 0"
10,_0.,
9'-o"
9'-7"
8'-8"
.024
12._10..
11,_7,
11,_7'
10.-4"
111_0.,
101_0„
.032
14._9..
13._4.,
13._4„
12,_0..
12,_10"
11,_7,
.040
21 6„
21,_6,.
21 6.,
21._6„
21,_6..
21._6„
20
.018
9,_6„
g,-6.,
9,_6„
g,-6.,
g,_6,.
g,_6.,
.024
10,_7.
10._7,
10,_7.
10'-4„
10 7,
10,_0„
.032
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11 -7
.040
17'_9„
17,_94,
17,_9,.
17._9..
17,_9„
17,_9„
30
.020
11'-5"
11'-5"
7' 9"
T-9"
7'-9"
T-9"
12._7
g' -p••
9'-0"g•_p•
12,_7.,
g. 0..
T.02412,_7'
gOTO
"
10._2"
10'-2"
10'-2"
10' 2"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
EXPOSURE -B-& C
ALUM. ALLOY 3004-1-136 OR EQ
12" x 3 1/2" W PANEL
TOM CAMPBELL & ASSOCIATES, INC.
PANEL"T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXPB
EXP.0
EXP.B
EXP.0
E
.020
15,_1"
15,_1"
15,_1"
15--l"
15.1
15'_1
.024
16,_7,
16'-7"
16,_7,
16._7..
16,_7•,
16,_7„
.032
19,_3„
19._3..
1 g'-3"
19'-3"
9'-3"
19,_3.,
.040
21 6„
21,_6,.
21 6.,
21._6„
21,_6..
21._6„
20
.020
12,_6„
12._6„
12,_6„
12' 6"
124-6"
12._6„
.024
13._8„
13•_8..
13'-8"
13'-8"
13,_8„
13' 8"
.032
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
.040
17'_9„
17,_94,
17,_9,.
17._9..
17,_9„
17,_9„
30
.020
11'-5"
11'-5"
11'-5"
11'-5"
11'-5"
11'-5"
12._7
12._7,
12._7"
12,_7.,
12 7,
T.02412,_7'
14,_6"
14._6„
14,_6"
14._6.,
14,_6„
14 _616'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
10. & 30 p51
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DRAWN BY: K.K.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
HORI2. WIND'
I
8269 ALPINE AVE . SACRAMENTO. CA 95026 SHEET 4 OF 30
N
SCALE: NONE
RANCHO CUCAtv10NGA, CA (951) 741-2107
90.100&110 MPH
ro�F�ac�.�mr cnx nn.... «�..e�n,
REVISED KK &DP,
I
PANEL FASTENERS 90/100/110 MPH 5 �_ EXPOSURE B &'IC
' • F r , � - Y_ •� .. • . - ` `, • F r .. /s a �� ,., w I
CT
• er c . i .� ♦r,• •'�' ,� r � � �4�, — u� _ "°4d�( I IA �rr �) V i l.f �i�� .3 y �.Ll y t� . • � � :1• � � � w~
-
•
C ',•`. • `' y . fit, .. 9 < - _
- _�{ � ::" �'• -�' Ire. �,�,i. NSA
. r� `i'I2 J• ' inn � �.� 1 .�/ • � , � ''I 'V 'p.. , • •` ' • - _ ' • ,
Lu NC�..:'_s;ic1_}13 . I. m
24 TRI -"V" PANS. .. OG Cx�J
• L.L.=PSF 90 -MPH ` 100 -MPH 110 -MPH
CIO-, �� '�• `•st ` rte .- : +t ..} ,� e•,y r - - ;
10' #14 S.M.S. #14 S.M.S'. #14 S.M:S. I ? ^ �,',• ,Y�
A.
20 #14 S. M. S. - #14 S.M.S. „*- #14 S.M.Sr + ,• sy tr ?., •'•`' '
30 #14 S.M.S. #14 S.M.S. #14 S.M.S.
• J r 1' � ` t.', `�.. T r a• ,� .. '-R.. -i•'� i .. L Y t` 1 S + i � _ �• � r r � T ,
12
12" x 3 1/2", W PANEL • ,
L.L.= PSF 90- MPH _ 100- MPH • 110- MPH %' -r
10 #14 S.M.S. #14 S.M:S. #14 S.M.S. '
t
7•" .1 .� -L'. L`.=PSF,�'.90 `MPHR 100 -MPH 110 -MPH f
• . 20 #14 S.M.S. #14 S.M.S.' #14 S M.S: t _ \1
a _ u�
y - .. A • ,; 10 •#14 S.M.S. - y � " #14 S.M.S. .,#14 S.M.S.
30 1 #14 S.M.S. #14 S.M.S.- #14 S.M.S.`
i * 20 #t4 S.M.S. #14 S.M.S. #14 S.M.S.
-
NOTE: FASTENERS INDICATED ARE.TO BE USED AT '~ ;. r� I + 30,, #14 S.M.S. #14 S.M.S. #14 S.M.S.
FRONT HEADER AND REAR LEDGER •.' *: ' �,,,�6�!-8"x2-1/2"'FLAT`PAN'W%(2)-V'S""��'�"" _
• ' a ..
PATIO COVER SYSTEM
DRAvvN B1': K.K.
TOM CAMPBELL & ASSOCIATES: INC.*
Live LOAD =
DURALUM PRODUCTS, IN
INC.,=BY'fDATE:
510512009 '
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
, 10. 208 30 psl
HORIZ. Vv1ND =
_SCALE:
8269 ALPINE AVE.. SACRAMENSHEET 6 OF 30RFVIFD
NONE
RANCHO CUCAMONGA, CA (951) i41-2101
90. 100 & 110 MPH
ztctn �
Rr KK A. D P
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
6 5" Opa�FQ€ 0.,. 3.. 65
—�I 2.. Imo— '"`^""y�gYY�� ff 2..
MA.X.' c. If
I.
024" .024"
032" _
042" - r' 032""
ALUM. ALLOY 3004-H36 . �'I I'- No. 3794 p r ;
OR EQUAL tOR
O� i\ Exp.
--TALUM ALLOY 3004-H3fi
SEE NOTE BELOW ^/r C EQUAL
rn a� DBL. 2 x 6 1/2" RAFTER
m 2 x 6 1/2" RAFTER i
_90, 100 & 110 MPH
a
90, 100 & 110 MPH ( •PSF) (IN.) �' o EXPOSURE B & C
(PSF) (N.) � o EXPOSURE B & C
16" 14'-11" .024 16 21'-1"
.024 10 24.' 17'-2"
24" 12._2"
16" 28,_6.,
16" 20.1' .032
10 .032 24„ 16.-5.. 24" 23'-3"
16.. 24'_10..16" 15'_3"
.024
.04220 24' 12'-5"
24" 20._3.'
16" 20'-7"
16" 10'-10" rO3
.024 24"' 16'10"
24" 8'.10"
16" 14'_7" 16" 13'_9"
20 .032.024 24 11' 2"
24" 11'_11 30
16" 1 g'_p.. 16" 18.-6"
042.032
24" 14._8" 24"
16., 9'-8"
.024
24" T-11"
90/100/110 MPH EXPOSURE b & L
F—I 3 0"
I-- I 8 0..
■
042"
ALUM ALLOY 3004-H36
mm��®
OR EQUAL
SEE NOTE BELOW
o> a)
v
3 x 8" RAFTER
90 S 100 MPH
110 MPH
EXP. B & C
EXP. B
EXP.0
o
16"
28,_5,.
28'-5"
27,_8„
. 042
24"
23'-2"
23'-2"
22'-6*'
10
16 13 -1
30 032 % NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
24" 10'-8" AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
16" 16'-2"
042
24" 13,_2"
20 I .042 I 24' 26.9• 16,_9„ 16'-9"
30 I .042 I 24" 15._6., 15,_6., 15._6,.
PROJECTION
—I SPAN
OH
h
TRIBUTARY TRIBUTARY=
WIDTH 12 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K K. TOM CAMPBELL & ASSOCIATES. INC. I LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20 S 30'5 DURALUM PRODUCTS, INC.
SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED RY K K R D P 90. 100 8 110 MPH lQlA\ JA7-7n7i FAY dn'A-,I ,Q calcc�lA�,rd,�m m.,. SHEET 7 OF 30
. HERB
■
�0IMI
mm��®
20 I .042 I 24' 26.9• 16,_9„ 16'-9"
30 I .042 I 24" 15._6., 15,_6., 15._6,.
PROJECTION
—I SPAN
OH
h
TRIBUTARY TRIBUTARY=
WIDTH 12 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K K. TOM CAMPBELL & ASSOCIATES. INC. I LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.20 S 30'5 DURALUM PRODUCTS, INC.
SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED RY K K R D P 90. 100 8 110 MPH lQlA\ JA7-7n7i FAY dn'A-,I ,Q calcc�lA�,rd,�m m.,. SHEET 7 OF 30
HANGE--R-CHANNELS AND MOUNTING BRACKETS
1.50" WALL FASTENERS 076 2.740°
ALGN 3004-1136 v SEE TABLE 300"
.06 .633"
1501 .25"R .OS' I N)
202"
t='0.04".._ � 1010(23
tt14 SMS @' PANEL T=.060"
DIA. LOCKS OR p8 SMS Oa CD
�~I AT EA. CONTACT {fir WA SEE 'LABLE RS O
' - .281" CD
200'OS"(O Q L1 1f1/ALL �I CO'JTIN0005 A- RAILc`'+' - ROOF PANEL ¢ (WHERE OCCURS) ,pcq FASTENERSM.ALLOY063-T6 I ALUM.ALLOY APPROVED 3" OR 4"6063-T6 INSUL. ROOF PANEL o®��- ALUM.ALLOY
.0 p14 SMS @ EA. CONTACT X I 6063-T6
1?5.1 O 1 500_ O w
ROL`L'FORMED`HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O t I.R. HANGER C #14 SMST&B
AT 12" O.C.
R.F. OR EXT. HANGER ASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
CHANNEL. 2x OR 3x AT MASONRY (SOLID -GROUTED C �V_iJ'1`.V•
CD
RAFTER BRACKET. \ AHANGER
IA ' I AT WOOD -STUD_ CELL AT FASTENER) OR CONC.
A35 16" O.C. ���-
_ =20 LL=30 LL=10 LL=20 "L'L=30' LL=10 LL 20 LL=30 �'�f
—/ or D B or D �E��► E E J J K r
ALUM. PANEL 2x 01 E J J K w No. 37948 r` 177
3x ALUM. RAFTER or D B or D I E E JFASCIA BOARDor D B or D E E
E J K 11 D= Exp. 313
EXIST. EAVES. RAFTER DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
ALLOWABLE PROJ. EXISTING EAV A=318"0 x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETI"s
SEE TABLE BELOW OVERHANG wp B=3/8"0 x 1 1/2" @ 8" O.C. 'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
F¢w C=7/16"fl x 1 1/2" @ 10" O.C. HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
v1Ne- D=7116'0x.1 1/2" @ 12" O.C.
EXISTING EAVE CONNECTION O2 ��,;�' E=3/8"fl x a^ @ EACH_STUD I;1'I' (1 ii [UIIJ
F=7/16:'0 x 4" @ EACH STUD
10# L.L.=(2)#14 SMS EA. SIDE
EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN 1 1/2" 20#/301$L.L.=(2)#14 SMS EA. SIDE),�-pj
3/16"
RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 U -BRACKET
STEEL
STEEL
1/4"0 HOLES.TYP.
1' 6" 16'-8" 13'-1011 9' 3„ - ----------
2 x 41.. 16" O.C. 5'-10" 3/4" OR 1 1 /2" NOTE' PROVIDE WATER
FULL OIT 2 -0 11'-8" 8'-8" PROTECTIOt•I. METAL FLASHING
2 X 4 1' 6.110%811 8'_3" 5'-6" 8 CAUCK JOINTS AND SLOPE
24" O.C. 3'-0" 2" x 6 1/2' OR TO DRAIN
FULL 2-0" 7'-0" 4'-6" 15" MIN. RAFTERLU M. L BRACKET AT EVERY 2x
2"x6" FULL OR 24' O.C. Z-0 17'-6" 14 -0 9 -6 t _ 1 1/4"
2"x6" NOTCHED /a" OR 1 12"
2'-0" 29'-3" 25._0„ 16.9„
------------- \ FOR SPA f I SEE ALLOWABLE
Z"xB" FULL 24" O.C. DECK/RAFTER SPAN TABLE
EAVE LENGTH
NOTE: AT 10, 20 & 30 L.L. MAY USE: EXISTING WOOD STUD FRAMING ' „L'
2e6 OR 2s6 LEDGER
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE X1
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) 2 EACH 114"0 x 3-1/2" LAG SCREWS L.L.=10 Pst RAFTER )-814x1 3/4"
- t 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf (3)4114x3 112" W S PATIO COVER
USE: (2" MIN. PENETRATION INTO
(2)-3/8"Ox5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) EXISTING WOOD STUD)
RAFTER TO
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). 11.1.3 AND 11.1.4. WALL CONNECTION O NOTE: PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COtv1P.
RESPECTIVELI'NOTE: BRACKET
SHINGLE ROOFING TO PROVIDE SEA
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S.
LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY'.
DRAwta er. K.K. TOM CAMPBELL & ASSOCIATES. INC. HANGER CHANNEL 10.20 & 30 psf DURALUTA PRODUCTS. INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET ' HORIZ WAND = 6269 ALPINE AVE . SACRAMENTO. CA 95826 SHEET 8 OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS 90. 100 & 110 MPH .. ro+a+ et�.vmrnv em.+sio =el^��+"•=°_m ^^m
RFVICFn R1" K V, n D P
j
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT
DETAILS
I
�I 3.00"SQ.
-
_ .024"-"
�✓
`— _ #10 SMS
@24"O.C.
`EA.`SIDE
3.00" SQ.
3.00" SQ.
�
O
_
PG =3"SO.x1=.18811
H=3 t=.250,
I
3„
f
��
0
Q
0
1
=4"S0.xt=.18811
NK
�7�
L--�
14"R
TYP. .040" ALUM.
=s"s0.x1=.1aa"
032"
.048"STEEL
Off'
518"
PLASTIC LUG
28 F
O
E
O
3.0-A.0" OR 5.0"
3" SQ. ALUM. POST
L3" SQ.--ALUM—POST
3 ALUM. POST
MAG POST
SQUARE
ALUM. ALLUY 3004-H36
3" SQ. STEEL POST
AITH-SIDE.PL-ATES D
3" SQ. ALUM. POST
STEEL POST
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 7
ASTM A36 GRADE 40
ASTM A653 GRA--40
ALUM. ALLOY 6063-T6
ALUM. ALLOYS----3.00" OR1--�,
6063-T51�' 2.40- N"
2.0„
t
1.375"
�^
O.75"
7/16"OHOLE 56" 2 FLANGES
2 118" APART
-
0
ASTM GRADE 36 STEEL 1.1'5" z5"
75" 75" BASE FLARES
1.60'
.157" TO YVADE EA.
Yp.SIDE OF FLANGES
1.50
USE FOR 3" 17
=��
INSTALL WASH. PLATE 0901;,-TYP.l"/
1%' x 5/16" x 5Y;' WHEN USING5.50"
_--*�S
POST ONLY
(11 1-7/16"0 HOLE
IN 110 MPH WIND AREA '
090" -BRACKET FOR.3" POSTS
2-3/8" HOLES
2- 5/16"O HOLES TYP. EA. SIDE
ALUM "T"'BRACKET"–"
STEEL "T" BRACKET 5
T=.060" TYP— —
3 -3/8" LAG SCREWS OR
�
1uAi (1 ti 2A09
4;-1/4" LAG SCREWS
J (2.5" PENE. INTO EA. STUD)
-�
qz' .
6„
U)
3„
w
~
LL! �!0. 1948 f '
3„� /3„
ALUM.
`-rl
gyp's _I�_ i -
`SAY . >'•
C 1!
�
ALLOY
F CAU
6063-T5
3 x 8” ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
"H" BRACKET
OR IPA B'f K.i(.
DATE: 510512009
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMIJ /
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SCALE: NONE
RF. VICF1 R'I H Y. ROP
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES
0, 20 8 30 psl
HORIZ N9N0 =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE. SACRAMENTO, CA 95626
i
90. 1003 110 PAPH
f-A1 ES7.7Mt
SHEET 9 OF 30
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM "T'BRA.CKET USE WITH
i POST TYPE B,C,D. OR E. - STEEL POST ONLY:
-� - "l" BRACKET STEEL."T"BRACKET USE WITH I USE POST TYPE (3)-518"0 BOLTS
POST TYPE B.C,O.E,F,G,H.J OR K ' F. G. H. J OR K FOR POST TYPE J
3"SQ+PDST 2S12 SMS EA. S' SQ. POST ALUM."T"BRACKET.() I
USE (2)-39-0 HILTI i 415••
SIDE OF POST OR KVMK BOLTS OR EQUAL
' 1/4" M.B. THROUGH I ' (2)-1/2"0 BOLTS { INSERT
STEEL:'T"BRACKET: tl2 DEPTH R I I
USE (2 -3/8'0 HILTI KNQK FOOTING OR I I FOR ALL OTHER x .188"
POST SEE NOTES BELO%N I CONDITIONS 4 5"
BOLTS OR EQUAL
12" MIN. EMBD. i i A3-
(2)-3/8"0
A
(2)-318"O HILTI "KWIK"' I (2"MIN. EMBEDMENT DEPTH i 1 STEEL
BOLTS. OR EQUAL, EACH I FOR KWIK BOLTS (II 1 • ' I�� I 7_O C_
BRACKET TO SLAB, r I
MINIMUM DISTANCE TO loll III�I I ()III I F w
BAS
EDGE
PLT.
EDGE OF SLAB = 2-1/2" d ASTM A572 STEEL
�'
DE TH w
n w w
SLAB SHALL BEIM = 3I16"
c POURED CONCRETE F uVi
GOOD CONDITION FoonNc SEE NOTE
/ w 3" SO. POST (STL.) -- - ,
"" o OR FLUTED
FOR SIZE (1)-112 pM.B OR 4" SO. POST (STL.)
3 1l2" MIN SEE Foorwc, I I FROM
LONG. 1" SQUARE '
SCHEDULE SQUARE-- FROIv1 END SEE FTGS; INSERT
' OF POST SCHED.
PLS/B"TH K.
'EXISTING SLAB % 3" SO. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O
_. .-_.-.._._.-�_...... INTO FOOTING i 1{2' B.. 1 1/2..
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" 2.1" SQ.
12"
23" & 24" CUBE
(2)-112"0
3 1/4"
22" 25" SO.
16"
25" - 30" CUBE
(4)-1/2"0
3 1/4"
24" 26" SO.
20"
2G" 32" SO.
23"
- 34CUBE
31" "
(4)-5/8"0
4"
28" 35" SO.
25"
35" - 39" CUBE
(4)-314'p
4 3/4"
30" 39" SD.
28"
32" 43" SO.
30'
40" - 42"CUBE
(4)-3/4.0
4 3l4"
34" 47" SQ.
32"
NOTES: BOLTS SHALL BE HILTI KWIK SOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
36" 51" SQ.
34"
38" 55" SO.
37"
40" 60" SO.
39"
42" 64" SQ.
41"
44" 69" SQ.
43"
' CUBE FOOTING W/ 3 1/2' SLAB
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3XB BA•I.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS. .
I
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
& X 0'-5�S" AT STEEL "T'
g -RACKET.
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
FES
49
�Iv
.r
C7
T No. 37,948
Exp313L L
CfUI ,�
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
• WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POSTTYPE. SEE SHT. 8
9"SO. x5l8" 1 B. C. D. F. G. BH
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & 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 )
1 Gi
rn
N
DRAM Dl': K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51051.009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10. 20 & 30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND EMBEDMENT
HORIZ. W11JD =
6259 ALPINE AVE. SACRAMENTO, CA 95826
'
RFVISFn Rl" K K s n P
90 100P 11O MPH
.IRl
SHFFT in nF 30
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61"
GUTTER EXT. CLIP
GUTTER EXT. CLIP
3.00" SQ. --
179"
SPLICE WHERE
OCCURS —�
SPLICEWHEREOCCURS
SPLICE WHERE
~11 •0�1�—
f00"
co 3" 2.57„
2.19„
a6..
2.04" — .065"
TYP.
4 6-
.075"
TYP.
14"R
TYP. 048'
2.08"4
2 W.
065
—7
2.93"
TYP.
.Z8"
4.0000"
ASTM A653 GRADE 40
2 7"
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H36 O
ALUM. ALLOY
6063-T6 O
ALUM, ALLOY
6063-T6
O
ALUM. ALLOY
6063-T6
O
E
O
6.5" ROLLFORMED
4.5" GUTTER
MAG. GUTTER
MAG BEAM
3" SQ. STEEL BEAM
4
6 5"
3" 6.5"
I— 3" —I
'
yl 2" I�—�
I
MAX.—I 2.. I—�
.042"
SPLICE
WHERE �� 4"
OCCURS _ 070„
SPLICE "ERE—!
OCCURS
.024
y f 032"
042„
.
y �--
.032"
8'0"
TYP.
,
ALUM. ALLOY
6063=f6
---------- --Jl
ALUA4. ALLOY
6063-T6
ALUM. ALLOY 3004-H36 OR EQUAL
(
I
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY 3004-H36
OR EQUAL
F
G
�6
�; K
4" I -BEAM
7" I -BEAM '
2 x RAFTER
DBL. 2 x 6:5 BEAM
3'x -8 -BEAM i
3.0" �—
1"25�~� I
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS r
u
-- --�
-� — 042"
3" �- 6..
I-- MAX.—I 3" I
Xl c.
' —.6215"
�f
4" I -BEAM = 7x 2 3/4" x 16 GA, STEEL C -BEAM
r
fl ,M 1.( i
0
8"
—_ 042"/
7.875 T= 14 GA.
ASTM A653 GRADE 50
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL Q.5
14f
I
i
�' �• fl
L ___.- J
ALUM. ALLOY 3004-H36 O
OR EQUAL
ALUM. ALLOY OR EQUAL 36
O
`6i5
II. 2.875" I j
I
cam' n
L1.1 NO3
. ,
cx" '?-18 rr
Exp. 3f
3 x 8 BEAM W/ STL. INSERT
DBL. 3 x 8 BEAM
3-x,8-BEAM�O
STEEL INSERT
rtiA ° i
ckh\_
DRAWN BY. K.K.
DATE: S/052009
SCALE: NONE
TOM CAMPBELL 8 ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
LIVE LOAD =
10, 20 & 30,s
HORIZ. WIND =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC. !!
8269 ALPINE AVE., SACRAMENTO, CA 95826 tl
SHEET 11 0E 30
REVISE() RY K K R ,) P
90. 100 & 110 MPH
,cia, e4a7m. Pnx mm�sla ca,acnrt,ralnm rnm1 _ g
DOUBLE RAFTER CONNECTION 'DETAILS... LATTICE, BEAM TO POST -CONNECTION
4 r ✓BEAM SPLICE TO
5/8" 0 PLASTIC'
1 1/2" OR 2 LATTICE . �#g S.M.S ° ' ' OCCUR DIRECTCY.OVER'"4'�
•� `,- IPOST.. NOTP_ERMITTED� PLUG -WHERE
ALTERNATE I/ '. DOUBLE RAFTER- . ' + - r ` r
'BOLT CONNEC110N' ' PLAN 2 - 6 SCREWS -@'2-POST UNITS ,,c,• SORE -W IS INSIDE � t
*• ;.,
ALTERNATE': a• F PERSIDE— I .
+ 4414 S.M.S. EACH /5" 5" #14 SMS MAYi�
* BE USE AS
RAFTER TO COL. + Io-
IALTERNATE TO, `
-- CONNECT. (8 -TOT.) 3.5" 3.5" .. 1�
µ ,• _ o- 1 /4 flJ BOLTS
3.5" 3 5
o- 8" BEAM [ i
- a' --- 4 5" 01 6" � i , .r � ; -� OR'a
``6# 14 SMS EA.'„ I f f r
SIDE I .I ' 6 1/2" SIDEPLATE EA'1 ./ y
3 3"STL.POST (24 o ALTERNATE: y. { �� I SIDE SEE POST SCHED.
INSERT ATTACHED OR o #14,SMS EA. SIDE r I I r
(2)-2x6.5" OR TOP�MID'HEIGHT • r "'
3"x 3"STL.POST COLUMN I I (2)-3"x8"HEADER II + ` •
M : FOR FREESTANDING ; I • AND BOTTOM..
• - _^1 1• z (2)-1/2"BOLT"SQ POST BETWEENtSIDE PLATES
• — _ BEAM TO:POST CONNE`GTION • j
C t 2"x 6.5' SIDEPLATE
r` . -`P O ST S C.H.E D U L E,.-
==
'DBL:L. ;RAFTER /'DBHEADER CONN. 19
'Q. x .032" + (2)-2".x 6 1/2" x .024" 3" S
3" SQ. x .032" + (2)-2" x 6'1/2" x..032
• ti " ' •
'W/ (6) #14;S.M.S. EACH SIDE. 2 : W/ (6)-#14 S.M.S. EACH SIDE.
USE 0N:C0NC�SL'AB,ONLY• USE ON CONC. SLAB OR,FOOTING
. _ '_ •
EXIST. '
SHEATHING
J #8 S.P.4.S. EACH SIDE � � q•_ y _ ' � -
,.
LATTICE 1 1/2" OR 2" k.. --
r 2"x6" LEDGER (NEW OR EXIST.)
a w (2)3/8 LAG SCREW –i/tG�.7-11r�
ilii r ,
2"xG.5" OR 3"x S" RAFTER l �(P-111
ALTERNATE: 1/2" BOLT C�9
cy-
31
ALTERNATE:' ) t ��LIVI�✓�;.\+�' '
2)-.#14 S:M.S. EACH RAFTER r EXIST.
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE: 2.5" PENE.INTO E WOOD STUD
i' STUCCO OR EQUAL
+ — EACH
• �, C „ n
-(2)- 2xG.5" OR (2)13"x8" HEADER "
/ . ALTERNATE.
x0
3"x3".024" �• (1) - 1/2" BOLT OR + F f
r CONNECTOR (2)' #14 S.M.S. EACH RAFTER' EXIST. STUCCO 4 LEDGER ATTACHMENT DETAIL f
i
STUB COLUMN TO DOUBLE HEADER CONN.
' DRAN�N Sl''. K.K. , � TOlvl CAIv1PBELL &ASSOCIATES. INC. 'LIVE LOAD = PATIO COVER SYSTEM AS Ia1FG. 8Y: -
' DATE: 5/0512009 ' C01.4A4ERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 & 30 psl DURALUM PRODUCTS. IIJC. _
', •
SCALE, N:¢•!=_ i RAIJCHOCUCAPoIONGh.CA)951)741-2107 i• CONNECTIONS
HORIZ�MPID= 8269ALPINEAVE,ShCRAMEIJ'fO.Ch95826
SHEET140F3D
RFVIRFD R\' I(K F.DP
90. 1002110 PdPH' ro iR, A57.7Mt FAYdM.t51G <alncr,rluralnm rnm
10# L.L. 90 MPH FREESTANDING
&'ATTACHED
SOLID PATIOS 12' OR LESS EXP. B &'G
I SOLID
POST
LIVE LOAD =
.
=•.7:' I -BEAM
-
DBL'. 3" x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
OR 3"X8°BEAM
IIX
8
3� ,;BEAM wIINSERT
DURALUM PRODUCTS, INC.
,
-
SCALE:NONE NONE
- RANCHOCUCAMONGACA1951)7412107�
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
i
ATTACHED
r
MAX.POST-
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
r
MAX.POST
FREESTAND
ATTACHED
Q =
r F,.,p
F- p
J O+m
Z
V g
O
JR
�.,..
U
a Z .
SPACING
+.
SPACING
R
FOR DBL..
2" x 6.5x.032"
FOR 3" x 8"
FTG. MIN
POST
FTG MIN. 'SPACING
POST
La
t-
FTG.
MIN
POST
FTG'
MIN.
POST
F.TG.
A41N '
POST'
FTG
MIN.
POST
FTG.-
n41N
POST
FTG
MIN.
POST —
;.�
g 1n p
4',._IIN.)
TYPE
(IN.)
TYPE
-
(IN.)
TYPE
(IN.)
TYPE
BEAM
(IN.) TYPE
I
(N-) TYPE
'+
'(LIN.)
TYPE
-(IN.).
TYPE,
'74..
171-0"'1
1.128'-10"
38,
G
23
_B�
19' 2" .
38•
G
720
B
^:3,'7„
1
13, �,
32
',, F
_
23
B"-.
_
24'-9"-
38,
G
23
B
4--
•
25'-10”
38
;G
24
B
�E
17' 2„
32
''G
20
B '
}12'-1;
.12'-2"'
32'
- F.
24
B.,
' 22,.2„
38
• G
.G
24
B �
5
11'-4"
23'-7';
38
G
25
B/E
15'-8" .
-32
G
21
B.
11' 1",
11' 1„
29'
F
2 -
' B .
,�20'-3' �
38
"
25
B�C
6'
7'.
9'-8"
21' 10"
•38+
G
25
B/E
14'-6"•
.32'
G
22
B
j 10' 3'
10' 3"
29
._ G
25
B '
• 18'-9"
32''
G
- 25
B
�C
7.
8 ;
8'-6"
20'-5" `-
38 '
eG
26
B
�E'1'9'-T,,
13'-6'`'
32
G
-
B29
9'-T
G
26
B
17'-6"
32
G'
26
r
'B�
E
9'.
7'-7.'
19'-3"•
38'
G'
,27
E/F
12'-9",
. 32
G
22
B
g_V .
�.19'-1"
29
: G
27
B
16'-6"
32
."G
27
BjE
91,
10'
6,•9„ .
18'-3"
38
G
27
E�
12'-1,,.
;32
G
23
.'B.
.. l8'-7":
8'-7'�
29
G.
27
B .
15'-8"
32
G
27,
B/E
10'
11'
6,_2„
17'-5"
32.
G
27'
•E/F
11' s„
29
G
.23
, B
8' 2"
29
G
27
B
14'-11"
`32
G
27
B/E.
11
18' 2"
,
12'
S'-8"�
I
16'-8..
32-
G
28'
E/.
F
11 1„
29
G
24
B"
,'`°
7'-10"
,7'-10"
29
G
28
B•
14'-4"
32
G
28
B E
12'
13'
S'-2"
16' 0"
32•
H
28
E�
1O'-8"
32`
�-{
24
B
1 7'-s"
7'-6"` '
32
�-{
28
B
13'-9"
321
'H •
28
B
�E
13'
:F
14'
4'-10"
15'-5"
'32
H'
29
E�F
10'-3"
32
H
24
B
i I T-3"
7'-3„
32
H
29
B
13'-3„
32
H
29
B�E
14'
15'
4'-6"
14'-11'
32
H
29'
E�
9'-10"
32
H
24
.B
7,_0„
7,_D„
32
H
29,
B
12, 10„
32
H
29
B/E
15'
` 16'
4, 3„
14' S"
32
H
29 5
F
9'-7"
32
H
25
B
6, 7„
6, g„
32
H
'29
B
12'-6"-
32
H `
29
BSE .,
16, .
17'
4'-0"
14'-0"
32
H
29
F
9' 3"
32
H
X25
B
6' 2" •
, 6 �„ '
+ 32
H
29
B
12'-0"
32
H
- 29
B/E
17'
18'
3'-9"
13'-8,.
32
H
30
F'
9'-0"...
32
H-
25
. B
.5'-10"
6'-4"
32
H.
30
B
11'-F"
32
H
30
B/
E'
18'
19'
., 3'-7"
13' 3"
38
H
30
F
6 _g
38'
H
2-5
i. B
5' 7"
6'-2"
38
k-. H,
.30
B
11'-4,.
38
H
30:
B�E E.
19'.
20'
3'-4"
12'-11'
38
H
30
F
8,_7,, .
38
H
'26
-B,
s, 3" .'
6, i„
38
:.H
30
B
11'-1"
�'
-GI
•20'.
POST F MAX HT.= B' FREESTANDING ONLY , i /�'�+y��e�•,
AY
NOTE: ? FOOTNOTE: "SAMPLE I' y' - ,t tco
� Z 2
FOOTING SHOWN REPRESENTS LENGTH OF ( M i
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZEj 1 jFIGURE INDICATES EXPOSURE C [)(�j.
MAY BE REDUCED 6'• EACH SIDE FOR FREESTANDING ONLY. �` t . -
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP, B 8 C:
SHT. 10 FOR ATTACHED B SHT. 24 FOR FREESTANDING' +
DRAWN BY: K K?--
"—TOM CAMPBELL 8 ASSOCIATES, INC.
I SOLID
POST
LIVE LOAD =
PATIO COVER SYSTEM AS M 6.
DATE'. 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SPACING TABLE
FREESTANDING
10, 20 S 30 psl .
DURALUM PRODUCTS, INC.
,
-
SCALE:NONE NONE
- RANCHOCUCAMONGACA1951)7412107�
i AND ATTACHED-
HORIZWIND
. ='AVE..,
8269 ALPINE AVESACRAMENTOCA 95826
SHEET 160F30
'
REVISED BY: K.K. D.P.
,
y
90. 1008110 MPH
/41p14v_7mi vnx am.isio •aiP�,nn,,.al„�,. �..m
10# L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS EXP. & C
}
6.5" ROLLFORM
4" I -BEAM
4.511 / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
Fa -F
LD
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
FREESTAND ATTACHED
MAX.POST
fv1AX.POST
FREESTAND
ATTACHED
MAX POST
FREESTAND
ATTACHED
m 3
SPACING
ON SLAB
SPACING
SPACING
SPACING tv11N. MIN.
FTG. IN FTG.
SPACING
SPACING
FTG.
MIN.
FTG.
MIN
FTG.
MIN
FTG.
MIN.
FTG.
MIN.
FTG.
MIN
FTG.
fv111J
FTG.
MIN
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
POST
(IN.) TYPE (IN ) TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POS
TYP
4'
17'-0"
13'-9"
32
F
19
B
17'-6"
32
G
21
B
13'-10" 32
F 19
B
12'-7"
32
F
19
B
13'-7"
32
F
21
B
5'
13'-7"
12'-4"
32
F
20
B
16-3"
32
G
22
B
12'-5" 32
F 20
B
11'-8"
29*
F
20
B
12'-21i
32
F
21
B
6'
11'-4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
11'4" j 29
F j 21 j
B
10'-10"
29
F
21
B
11'-1"
29
F
22
B
7'
9'-8"
10'-5"
29
G
21
B
13'-10"
32
G
23
B
10'-6" 29
G 21
B
10'-0"
29
G
21
B
10'-3"
29
G
23
B
8'
8'-6"
9'-9"
29
G
22
B
12'-11"
32
G
24
B
9'-10" 29
G 22
B
9'4"
29
G
22
B
9'-7"
29
G
23
B
9'
7'-7"
9'-2"
29
G
22
B
12'-2"
32
G
24
B
9'-3" 29
G 22
B
8'-10"
29
G
22
B
9'-1"
29
G
24
B
10'
6'-9"
8'-9"
29
G
22
B
11'-7"
29
G
24
B
8'-9" 29
G 22
B
8'-5"
29
G
22
B
8'-7"
29
G
24
B
11'
G-2"
8'-4"
29
G
23
B
11'-0"
29
G
25
B
8'-4" 29
G 2
B
8'-0"
29
G
23
B
8'-2"
29
G
25
B
12'
5'-8"
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
13'
5'-2"
10'-2"
32
H
25
B
7,_4n
32
H
23
B
7'-6"
32
H
25
B
14'
4'-10"
9'-9"
32
H
26
1 B
i )r;l
;;;.
7'-1"
32
H
24
B
7'-3"
32
H
26
B
15'
9'-5"
32
H
26
Bf
YE
6'-10"
32
H
24
B
7'-0"
32
H
26
B
4'-6"
16'
4'-3"
9'-2"
32
H
26
B
1.
6'-8.,
32
H
24
B
6'-10"
32
H
26
B
17'
8'-10"
32
H
27
B
C7Ir
m
6'-5"
32
H
24
B
6'-7"
32
H
26
B
4.0
I w .I;
^.'. c.i
18'
3'-9"
8'-7"
32
H
27
B`fit
Exp.
3
6'-3"
32
H
25
B
6'-5"
32
H
27
B
19'
8'-5"
38
H
27
B
`
3I IL
6'-1"
38
H
25
B
6'-3"
38
H
27
B
3'-7"
\
20'
8'-2"
8
138TH
-
H
27
B
-
5'-11
38
H
25
B
6'_1„
38
H
27
B
3'-4"
POST F MAX HT.= & FREESTANDING ONLY
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGUR E INDICATES EXPOSURE C
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAYBE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S 1OWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN 8Y K K
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
POST SPACING T. BLE
LIVE LOAD =
10 20 8 JO psl
TIO COVER SYSTEM AS MFG. BY:
DURALUNI PRODUCTS, INC.
DATE' StO5t2009
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDINE9
ATTACHE
HORIZ. WIND = 1"A
8269 ALPINE AVE. SACRAMENTO. 95026, SHEET 15 OF 30
-
REVISEDBY'KK RDP
RANCHO CUCAMONGA. CA (95 1) 741-2107
AND
.,, ,,,, ..�
90100&1101
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