09-1201 (PAT)P.O. BOX 1504 4
787495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 09-00001201 Owner:
Property Address: 52880 AVENIDA RUBIO RUDISEL DENISE
APN; 773-313-007-20 -000000- 52880 AVENIDA RUBIO
'Application description: PATIO COVER - RESIDENTIAL LA QUINTA,. CA 92253.
Property Zoning: COVE RESIDENTIAL (
Application'valuation: 4283
Contractor:
.Applicant: Architect'or Engineer: LA QUINTA PATIO -COMPANY
40113.,CALLE LOMA ENTRADA
BERMUDA DUNES, CA 92203
(760')863-4335
_• Lic.: No.:' 449379
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/20/09
LICENSED CONTRACTOR'S DECLARATION
- ------------------ - - -- -—
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions'of Chapter 9 (commencing with -
I hereby "affirm under penalty of perjury one.of the following declarations: '
Section 7.000) of Division 3 of the Business and Professional Code, and my License is in Will force and effect.
I have and will maintain a. certificate of consent to self -insure for workers' compensation, as 'Provided .
License Cl a en 44 79 -
_
-for by Section 3700 of the Labor Code, forahe performance -of the work for which this permit is "
_
�
issued..
Date: C�ntractor_t "'.
'_ •Ifiaveand will maintain workers+compensation insurance, as required bySection 3700 of. the Labor.
'
" .TION
Code, for the performanceiof the: work. for which this p•6rmit is issued. -My workers. -compensation
OWNER- BUILDER DEC
m"surance,carrier and policy number are: ,
(hereby affirm under penalty of perjury that I am exempt from the.Contractor's State License Law for the
Carrier SOUTHERN INS Policy Number- WSII0025°41901.
following reason (Sec. 7031 .5, Business and Professions Code: AnyLcity or"county that requires a permit to.
_ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuarice, also requires the applicant for the
: person in any manner so as to become subjecttothe workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
• and agree that, if.bshould be s e subject.to t woJ��lers �. c pansatio revisions of Section
License Law (Chapter9 (commencing with Section 7000) of Division 3 of the Business and Professions Code)'or
370 of the Labar_'Code, I sh II iwith`c y 7i i t rev' ^: '
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by t
fora
'�
"/ ?
any applicant permit subjects the applicant to a civil.penalty of not more than five hundred dollars ($500).:
(_) l; as owner of the property, or my employees with wages as their sole compensation, will do't6e work, and
`Date:= pplicant:-
'.the structure is not intended or offered forsale�lSec. 7044, Business and:Professions Code:. The
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE UNLA L; AND SHALL'
Contractors' State License Law. does not.appiy.,to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES 4 0 CIVIL FINES UP T ONEHUNDRED THOUSAND '
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,0001: IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered.for,sale. If, however, the building,or improvement is sold within
n f I ' h 'Id ' 'll
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. -.
- - -
o e year,o comp . on, t e owner-bui er. wi have the burden of proving. that he or she did not build or
improve for the purpose of. sale.). '
1 _ 1 I, as ownerof the property, am exclusively contracting 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.).
(_ ) I 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 which this permit is issued (Sec. 3097, Civ. C.). -
Lender's Name:
Lender's Address:
LQPERN11T
APPLICANT ACKNOWLEDGEMENT -'
IMPORTANT Application is hereby made to•the Director of Buildingand Safety.for a permit subject to the
conditions and restrictions set forth on this.application.
1 . Each person upon whose behalf this application is made, each person at whose requestand 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 oPthis 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 Ihave read this applicatiori and state that the above information is correct. I gree to comply with all
city and county ordinances and state laws relating to buildin c nstruction, and hereby ho ' presentativ
of this cou�y to/^ter upon the above-mentioned property fo action purp
De: �i��Signatu�--e (APPl�icant-or Age� U: -
Application Number . . . . . 09-00001201
Permit . . .
PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . .
72.00 Plan Check Fee
46.80
Issue Date . . . .
Valuation . . .
. 4283
Expiration Date
5/19/10
Qty Unit Charge
Per
Extension
BASE FEE
45.00
3.00 9.0000
THOU BLDG 2,001-25,000
27.00
----------------------------------------------------------------------------
Special Notes and Comments
ALUMAWOOD-SOLID ROOF
SHADE STRUCTURE
ATTACHED TO THE BACK
OF HOUSE PER
APPROVED PLAN.& 2006
IBC; 2007 CBC ;
2006 IRC.
----------------------------------------------------------------------------
Other Fees . . . . .
. . . . BLDG STDS ADMIN (SB1473).
1.00
Fee summary Charged
-----------------
Paid Credited
Due
-----------
Permit Fee Total
------------------------------
72.00 .00 .00
72.00
Plan Check Total
46.80 .00 .00
46.80
Other Fee Total
1.00 .00 .00
1.00
Grand Total
119.80 .00 .00
119.80
LQPERMIT
Bin"
City of La Quinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit #
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Address: � #aL'U"�" �1
Owner's Name: /$ >C>�l'�ci L
Project -�Z�
Address: s/�+� i�// �`� /p«' l& (�
'2 ���
A. P. Number:
City, ST, Zip:
Legal Description:
/
Telephone:
Contractor: L U(N ra-i" P�q'"%/
L)
Andress: y� - (3 3 C/� LL1�.
L—O/� �NTn-A-bA
A
Project Description: ,�GV/%11%filJ�D _-r �
Zip: I a 1 O C A- a o2 O 3
4�jq
City, ST, /U
`13
7-411 7� U `
Telephone: 7 6,9 S 7 �' / v
3 7 C
City Lic. #: 99 / (o S
State Lic. # : 1
Arch., Engr., Designer:
Address:
City, ST, Zip:
Construction Type: Occupancy:
Telephone:
Project type (circle one): New Add'n Alter Repair Demo
State Lic. #:
Person: T R_
Sq. Ft.: Z Zz_ #Stories: #Units:
/ J
Name of Contact /c}-
-7(,.o_5-7C4—
1043 Estimated Value of Project:
Telephone # of Contact Person:
APPLICANT: DO NOT WRITE BELOW THIS LINE
PERMIT FEES
TRACKING.
# Submittal Req'd
Recd
Amount
Item
Plan Check submitted
Plan Sets
Reviewed, ready for corrections Plan Check Deposit
Structural Calcs.
Check Balance
Truss CAM
Called Contact Person
Construction
Construction
Plans picked up
Energy Calc -s-
Mechanical
Flood plain plan
Plans resubmitted
21' Review, ready for corrections/issue Electrical
Grading plan
Plumbing
Subcontactor List
Called Contact Person
S.M.I.
Plans picked up
Grant Deed
Grading
tLO,A, Approval
Plans resubmitted
Developer Impact Fee
314 Review, ready for correctionstissue
IN HOUSE:-
A.I.P.P.
Planning Approval
Called Contact Person
Date of permit issue
Pub. Wks. APpr
School Fees
"Total Permit Fees
TOM CAMPBELL & ASSOCIATES,. INC.
Commercial an&Residential-Structural Engineering
(95.1) 741-21.07
May 7, 2009
Building Official
Local Authority Having Juri'sdictio'n
RE: Duralum Products, Inc. Patio Covers Design -Parameters
This letter affirms that the Duralum Products, :Inc. patio covers, installed at the site
address noted ' below, with solid roof panels or lattice purlins, as: cited in the attached
standard plans identified as:Job No. GF07=067.4 and: containing my professional
engineers stamp. and signature, comply.with-the roof.live,; snow, wind and seismic
loading requirements cited in the•2006 International Building Code, 2006
International Residential'.Code, 2007 Calif0mia Build.ing.Code, ASCE/SEI 7-05
(Minimum Design Loads- for Buildings and Other Structures) and the 2000 and 2005
Aluminum Design Manual, ADM; -01 and ADM -0.5.
The standard plans accompanying this letter must properly -identify all site-specific
information necessary for plan submittal to,thelocal authority'fiaving:jurisdiction by
highlighting those structural framing member sizes and Idetails relevant -to the patio
cover's construction at the address noted below. All wodc relevant to the construction
of the approved patio cover must be in" accordance with the attached standard plans
as approved. by the., local authority having jurisdiction.
Please contact -meat -(951) 741-2107 or�at ticampbelWD.dharter.net should you
require additional information. ���
Sincerely,
CD ~ Ro.3 r
Exp. 3J
Tom. -Camp ell, PE C10 -
Site Information
Owner's Name l S �%-
Address ���`�O/��r
Cityrrown-
State
' PATIO COVER SYSTEM AS MFG. BY. DURALUM PRODUCTS, INC.
GENERAL NOTES:
ESIDE NTI'AL CODE72007-CAL-IFORNIA BUII
& �nn5.A1 i IMINI IM MANUAL -ADM 1-00:& 1
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND. FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW.CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY 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.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. 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).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIALSPECIFICATIONS:
22. 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.
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
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
26. FASTERNERS: -ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
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.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
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.
ni- nn r I Intl cc0 l'nTUCo1AlICC Ain-rr-1
11:11`tl 1;J 9101H
DESIGN LOADS: w
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
�-
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
10, 20 & 30 psf
PATIO COVER SYSTEM IN MFG. BY:
DURALUM PRODUCTS, INC.
j
DATE: 5!0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
HORI2. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826SHEET 1 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
an innR 110 MPH
/R'IAl eF9_7Mt FAX enfl_1F1R aalaWlduralum u
REVISED BY! K K. & D P.
SOLID PANEL TYPES
ATTACHMENTCHANNEL` IENGT ATTACHMENT CHANNEL CEryGTN of
ALUMINU SEE`DETAIL -ND SH LL H OFST/�UC ALUMINUM SEE DETAILS THD SI l -LL N STRUCTURE
ROOF PANEL 7'HE PROJEC 'OT BE I�LESS TN RIES SROOF PANEL EE SCHEDULE MIN. 0.25' SLOPE PER FT. EPROJECr pTN FtE SThgq�Es
SEE SCHEDULE EN N'liz CCO
FOR SPANS,. CLpS D FOR SPANS SED
0. SPAN O'
"O.H." NOT OFS TO/EXCEED 25% NOT TO EXCEED 25%
OF SPAN OF SPAN
\v�
SEE DETAIL FOR SPLICE • m SEE DETAIL FOR SPLICE
P OPTIONAL: CANTILEVER BEAM m cq pOST OPTIONAL: CANTILEVER BEAM
SEE SC Sp OPTIONAL:
SEE SCHEDULE FOR = = SQ. POSTS, SIZE VARIES SEESCHED SESE POS ESPDULE ACINGR m a
So. POSTS, SIZE VARIES REDUCES POST SPACING �. ULES OH F F
3 1/2" S'L'AB ATTACHMENT O S%IOF TO E c MAYor 22 3 BE USED WHERE SLAB NT ALTERNATE: ?5 " O�Sp O a
MAY BEj,USED WHERE ALTERNATE: SPgN EED SINGLE POST -N
PERMITTED. SINGLE POST PERMITTED. SEE SCHEDULE r)
SEE SCI I ULE SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 2' i�,o' MAX. HT.= 12'
NOTE. O SPLICE AT THIS
NOTE: NO SPLICE AT THIS 4 i POST AND AT END BAY
POST AND Al END BAYS. Q
FOOTING WHERE REQUIRED QFESS� . (DOTING WHERE REQUIRED
SEE' FOR,FOO.T,ING CUBE SIZE v. ' C E SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
NOTE: EAC�CQMPONENT IS It/O .P5 CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH -ANY THE (� g MAY 0 b 2009
.� COMPONTENT UNLESS OTHEE+I OWN. COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE.."A" ATTACH'ED'S'ING-LE-SPAN—•W/CANTI-L-EVE •I'PE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM LENGTH OF T Exp 3 ALUMINUM MIN. 0.25" SLOPE PER FT. O.H. NGTH OF STRUCTURE V
ROOF PANEL OH UC URE •CIVI� �. ROOF PANEL -RIES
SEE SCHEDULE (/y -Y
SEE
FORSPASCHEDULE
(FOR SPANS. O.H I`lOT@EENCLOSED�
p SP
.. N
' O.H." NOT TO EXCEED 25%. � "O.H;" NOT TO EXCEED 25%
OFSPAN / OF SPAN
SEE DETAIL FOR SPLICE _/ AM SEE DETAIL FOR SPLICE
PO OPTIONAL: CANT LEVER BE POSTsp OPTI NAL: CANT LEVER BEA
TSP
DULE
SEF AC/NG SEE SCHEDULE FOR r SQ. POSTS, SIZE VARIES. SEESCHEDCU�G SE FS STESPACING
R
SQ. POSTS, SIZE VARIES SCHEDULES POST SPACIN = ES O. h• II� _
ON 3 1/2" SLAB 2500 NOT TO
3 1/2" SLAB ALTERNATE: z5 OOF D EXCEE MAY BE USED ALTERNATE: OF Sp EXCEED
MAY BE USED SINGLE POST Sp -N D TO CONSTRAIN SINGLE POST
TO CONSTRAIN SEE SCHEDULE
FOOTING. SEE SEE SCHEDULE FOOTING; SEE NOTE O SPLICE A THIS
SCHEDULE ONOTE ST DAT END BAYS.IS SCHEDULE POST AT END BtYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED — / Ci/
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHERWISE SHOWN.
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE I'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO°COVER SYSTEMIAS MFG: BY:
DRAWN BY: K.K. TOM CAMPBELU& ASSOCIATES, INC. SOLID PANEL 10, 20 i 30 psf DURALUM PRODUCTS, INC.
DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WND = 8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 2OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 g0. 1008110 MPH- Ic1a%A.57.7"71 FAx am-u1c."am"rlry naL,m mm
REVISED By' K K 8 D P _ _
1,
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. PROD.
SEE SCHEDULE
MAY
O.H. L.I
25% OF SPAN h:. -fit'
SEE
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER
SCALE: NTS
Tvnr Ur -It A-=Af' UC:r) F SG
RAFTER, SEE TABLE MAX. PROD.
FOR SIZE SEE SCHE L
AND SPACING /.
HEIGHT
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
MAX. PROJ.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
'YISrING SD(OING MAY NOT BE ENCLOSED OR COVERED.
RAFTER
,SEE TABLE
FOR SIZE
AND SPACING
OST WITH SIDE-
PLATES SEE DETAIL
312' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
I SEE SCHEDULE
�G
`` FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING C So
-
eF
NOTE: THIS OPEN LATTICE -TYPE STR t.
27
MAV N�OTT BE ENCLOSED OR A
NOTE:
a lU_No.
'PO
ST HEIGHT
SEECHEDUL'
LENGTH OF STRUCTURE VARIES
CIVW1 _
EACH COMPONENT IS INTER-
3EABLE WITH ANY OTHER
3NTENT UNLESS OTHERWISE SHOWN.
i�/lAY o n 2009
MAX. PROJ.
SEE SCHEDULE
HEIGHT
eX,sr'NGB�'�OI,VG v ..
POST WITH SIDE-
PLATES SEE TAIL
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
>l
POST CROSS-SECTI
LENGTH OF STRUCTURE VARIES
\ /
//
S Oyer
SEE POST DETAI
\`{/
POST CR
ION,
Frga<FC'NG
OET IL
SEE POST DET IL
MAY EUS
SpFOSTSp
FrFC
312'SLAB
NOTE: EACH COMPONENT IS INTER-
pBED
IN
TOCONCHANGEABLE
MAY BE USED
WITH ANY OTHER
SFFT SpgOl I\ FOOTING EE
°�<F �c
NOTE: EACH COMPONENT IS INTER-
p0
srSp
TO CONSTRAIN
FOOTING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN.
SCHEDULE
CHANGEABLE WITH ANY OTHERFr
SF
qc I
qe(F 'NG
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
"G" SPAN LATTICE STRUCTURE
TYPE °H" FREESTANDING MULTISPAN L
TTICE STRUCTURE
TYPE FREESTANDING SINGLE
.
PATIO COVER SYSTEM AS MFGBY:
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
OPEN LATTICE 10, 20 s 30 psr
DURALUM PRODUCTS, INC.
DATE: 5 1052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES" HORIZ. VNND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90.100 & 110 MPH
/R1R7 d57.7f171 FAX An,_v;1R caloc(nlrL vai,im mm
REVISED BY, K K. R D P
_ __
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS .I''lAl u u Lui
75.,
25"67" = B B W 35" .40" ®� '
.4ou-tt
1.70"
2.46"
40'�
ao" I 3s 3 ~ No. 37948
1.48" 3.00" - 4.50" -- 4.50" - 4.50"-- 4.5040
- - 3.00'0
EXP. 3 3
ALUM. ALLOY 3004-H36 OR EQUAL CIVIL
24" TRI -"V" PAN
L.L.=
(PSF)
PANED 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
111_01,
10,_0, '
'10•_0,
9'-0"
9'-7"
8'-8" '
.024
;.17-10"
'11'-7"
11'-7"
10'-4„
111-01,
10'-0"
032
14'-9"
13'-4"
13'-4"
12'-0"
12'-10"
11'-7"
.040
21':6'
21,_6„
211-6„
2'1,_6"
21,_6"
21,_6„
20
'018
0'-6" ...
'q'-6"
9,_6,•
9'-6"
9'-6"
9,_6,
.024
10'-7"
10,_7,
10,_7,
10,_4„
10,_7,
101-0
.032
11._8„
11,_8,.
11,_8„
111_81,
111_81,
15'-10"
.040
17,_9„-
17,_9•,
17,_9,:
17,_9„
77,_9„
17•_9„
30
.018
7,-9.,
7'_9.,
7,_9„
7,_9„
7'-9"
7'-9"
.024
.91-0. .
9, 0,,
9, 0..
—9'-0"
12 _7„
12'-7"
.032
10,_2„
10,_2"
10'-2"
10,_2„
10'-2"
10,_2„
040
16'-3"
16'-3"
16'-3"
16'-3"
T--
16'-3"
90/100/110 MPH
15125"
i.
T
1.125"
EXPOSURE B & C
ALUM. ALLOY 3004-H36 OR -.EQUAL _
12" x 3 1/2"WPANEL
L.L.=
(PSF)
PANEL"T'
(IN.)
r90 -MRH SPAN'
100 MPH SPAN
110 MPH,SPAN
EXP.B-'-
EXP:C;'
,EXP.6
EXP.0
EXP.B- `EXP.C'
LIVE'LOAD =
10
.020'
15 -1;''
..
15'-1"
15'-1"
15'-1„ "
15.1„
15'-1"
.024
16,_7"
16,_7,
16'-7" '
16,-7"
16'-7"
16'-7"
.032
19',3"
„19'-3" _
19'-3"
19' 3"
19'-3"
19'-3"
.040
21':6'
21,_6„
211-6„
2'1,_6"
21,_6"
21,_6„
20-: ;
:020
12'-6"
12,_6„
12,_6"
12•-6'''
,. 12'-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,_9•,
17,_9,:
17,_9„
77,_9„
17•_9„
30
.020
11'-5"
11'-5"
11'-5"
11'-5"
.024
. �. 12'-7"
12'-7"
12'-7"
12'-7".
12 _7„
12'-7"
.032
14'-6"
14,_6„
14,_6„
14,_6„
14'-6"
14,_6"
040
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE'LOAD =
DURAL PRODUCTS, INC.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 & VA
D
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
IN
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100 & 110 MPH
rp u� aF�_�mt FOX a(1Zt510 soi.,�n,,.oi„m ���,
SHEET 4 OF 30
REVISED BY: K.K. & D.P.
�jSOLID PANEL SPANS�F�OR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C, '
A77" .09R. (I.S.) G7,"
m .25" .77" .09R. (I.S.) .67"
N FAN BEAM
ALL UNMARKED RADII .06R m .25"
2.5 T=S TABL N ALL UNMARKED RADII .06R
_ v 2.5" T= g W
TYF 38" 45 %�
HEADER TYP
;.._
8,x2 1 /2" FLAT P_ANM
L.L.=
(PSF)
"T'
(IN.)
90,100 &110
MPH SPAN
EXP.B & EXP.
\ 10
.018
30#
.020
6
13'-4Cl
.024
1
.024
14--2--
4'-2".032
- 032
16'-4"
.040
18.-4„
20
.020
10'-11"
.024
11'-6"
.032
13'-4"
.040
r 15'-0"
30
.020
9'-5"
.024
10'-0"
.032
11'-7"
.040
12'-11"
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 lbs. )
EXIST. WALL
..
No. C •':
•
C10
ALUM. ALLOY 3004-1-136 OR EQUAL
ALLOWABLE SPANS
(PSF)
2" x 3" FAN BEAM
10#
21'-6"
20#
17'-9"
30#
16'-3"
EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6
ATTACHMENT AT HANGER CHANNEL
3EE SCHED. FAN BEAM
HANGER HANNEL
C --t Lm��
3"
FAN BEAM
\ #12 S.M.S. SCREW \
#12 S.M.S. SCREW AT HANGER CHANNEL
FAN BEAM
ATTACHMENT AT HEADER
FAN BEAM\
3"
1.042"x3"x8" HEADER --912 x 3 1/2" S.M.S. SCREW
AT HEADER
6"x2 1/2" FLAT PAN
(PSF)
(IN.)
90,100 &110
MPH SPAN
EXP.B & EXP.0
10
.018
13'-6'
.020
14'-3"
.024
15'-7"
.032
.040
20'-2"
20
,020
11'-3"
.024
12'-10"
.032
14'-10"
040
16'-4"
30
.020
10'-9"
.024
11'-9"
.032
13'-8"
040
15'-2"
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
A
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105!2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
8
10, 20L sf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
FAN BEAM
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 5 OF 30
REVISED BY: K.K. & D.P.
70. 90 & 110 MPH
ratA%d57-ami FAX dn'3-151Q ca�oc(nlAii�nliim rnm
I
90/100/110 MPH
EXPOSURE B & C
PANELFASTENERS
.12"
�.
12" x 3 1/2" W PANEL
L.L.= PSF
24"
100- MPH
110 -MPH
'
24" TRI-" W PAN
#14 S.M.S.
L.L.= PSF
90- MPH,
100- MPH
110- MPH
•
10
#14 S.M.S.
#14 S.M.S..,
#14 S.M.S.
r
20
#14 S.M.S.
L. L: PSF
#14 S.M.S.-
#14 S.M.S.
110 -MPH
30
#14 S.M.S:
..#14 S.M.S.
,#14 S.M.S.
I
90/100/110 MPH
EXPOSURE B & C
.12"
�.
12" x 3 1/2" W PANEL
L.L.= PSF
- 90- MPH -.
100- MPH
110 -MPH
'
10
#14 S.M.S.
#14 S M:S.
#14 S.M.S.
�a
•
,- •
r
c�. t - •.
a
L. L: PSF
4...
-"90
100= MPH
_100-
110 -MPH
... -.
20
#14 S.M.S.
#14 S.M.S.
#14-S.M.S.
f,
10
#14 S.M.S..
#14.S.M.S.
#14 S.K.S.
3p
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
414 S.M.S.
0„
NOTE:
FASTENERS INDICATED ARE TO BE USED
AT
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
FRONT HEADER AND REAR LEDGER
6" /,8"x-?70/24mFLA-TS' PAN
PATIO COVER SYSTEM
AS MFG: BY:
DRAwN eY: K.K.
TOM.CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
10, 20 s 30 psf
DURALUM PRODUCTS, INC.
.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
HORIZ.WIND =`
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 6 OF. 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
90. 100 &J10 MPH
!C'IF1 dF7_7f1�'I FAX dnl-v;lQ cnIPC/Flrl�rtaliim ���„
REVISED Br K K R D P
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
2..
6.5 3• 6.5•
" �I 3.0" 8.0,.
/
—_I Ie— I:I �� O U LUUS ` I� MAX.yI 2.. I,�— `
.042"
024"
—�- �—jr— 032" 024"
`—.047' i _y x032" ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-1-136 Lit F— ^ (" OR EQUAL
IVO 379 8
OR EQUAL 1
}Exp.3
k ^ ALUM. ALLOY 3004-1-136
* SEE NOTE BELOW C `L OR EQUAL SEE NOTE BELOW
o m a� DBL. 2 x 6 1/2" RAFTER m � 3 x 8" RAFTER
2 x 6 1/2" RAFTER
L.L.= "T' @ 90, 100 & 110 MPH L.L.= "T' m 90, 100 & 110 MPH L.L.= "T'
m v 90 & 100 MPH 110 MPH
(PSF) (IN.) N o EXPOSURE B & C (PSF) (IN.) 0-6 EXPOSURE B & C (PSF) (IN.) Q^ o EXP. B & C EXP. B EXP.0
16" 28'-5" 28•_5" 27'-B"
16" 21'_1•' .042
16" 14'-11" .024
024 24" 17•_2" 10 24" 23'_2" 23'-2" 22.6'
24" 12'-2" 10
16" 20•_1'. 16" 28'_6'•
032
10 .032 24.. 23--3"
24" 16'_5"
16" 24'-10" 16" 15'_3" 16" 20'_6" 20,_6•' 20'_6"
.042 .024 .042
24" 20'-3" 20 24" 12._5" 20 24 16'_9" 16'_9" 16'_9"
16" 10'_10" 16" 20'_7•
.024 .032 24" 8'-1 24" 16'-10"
0"
16 13-9 16" 18•_6" 18•_6" 18._6"
16" 14'-7" " ' ' � .042
20 .032 24" 11' 11" 30 024 24" 11•_2" 30 2q" 15_1"
16" 18'-0" 16 18._6"
.092
.042 24" 14'-8"
16" 9'-8"
.024
24" 7'-11"
16" 13'-1"
30 .032 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE 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.
PROJECTION -
16" 16'-2"-—j—
SPAN
.042 O. H.
24" 13'-2"
T
RIBUTARY r TRIBUTARY=
WIDTH
WIDTH 1/2 SPAN +O. H.
'NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
CLEAR SPAN
(FT.)
O.H.
6 7 8
9 10
11 12
13 14 15
16 17 18
19 20 21
0
3 4 4
5 5
6 6
7 7 8
8 9 9
10 10 11
1'
4 5 5
6 6
7 7
8 8 9
9 10 10
11 11 12
2'
5 6 6
7 7
8 8
9 9 10
10 11 11
12 12 13
3'
— 7 7
8 8
9 9
10 10 11
11 12 12
13 13 14
4'
— — —
9 9
10 10
11 11 12
12 13 13
14 14 15
5'
— — —
— —
11 11
12 12 13 1
13 1 14 14
15 15 16
T
RIBUTARY r TRIBUTARY=
WIDTH
WIDTH 1/2 SPAN +O. H.
'NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 208 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONERANCHO
CUCAMONGACA (951) 741-2107
,
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 7 OF 30
REVISED BY K K & 0 P
90. 100 8 110 MPH
/AtA1 E97-7mi FAx dna-trio
HANGER CH)
A,-U_Mr3004-H36
1 50
t= 0.0�
too ` WALL
V ri FASTI
A.75" C
ROLLF,ORMED "HANG:
R.F.OR,EXT.,HA' HANGER
CHANNEL!2x OR 3x
RAFTER BRACKET. \
ALUM. PANEL 2x OR
3x ALUM. RAFTER
I� FASCIA BOARD
NNELS AND MOUNTING BRACKETS
01
.563"moi 281"
ALU0 3-T6 Y
6063-T6
060" H-- 1 500" B
EXTRUDED HANGER CHANNEL
EXIST. EAVES-136FTER
WALL FASTENERS
SEE TABLE
25"R
914 SMS @ PANEL
LOCKS OR #8 SMS
�s: TW00 lJD AT MASONRY (SOLID -GROUTED
- AT FASTENER) OR CONC.
AT EA. CONTACT
�„�` C7 CELL
LL=20
.200
X907 "VAy B or D
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
3 (WHERE
ALUM.ALLOY
110 D B or D I
6063-T6
914 SMS @ EA. CONTACT
w -
WALL CONNECTION.
O .
ALUM.ALLOY
6063-T6
I.R. HANGER C
�— 2.740„
T=.060" -
WALL FASTENERS
SEE TABLE
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, ONRY OR CONC.) .
*
�s: TW00 lJD AT MASONRY (SOLID -GROUTED
- AT FASTENER) OR CONC.
DWIN ESIGN W/-SIMPSON A35
�„�` C7 CELL
LL=20
LL=30LL=1 LL- LL=30 LL=10 LL=20 LL=30
X907 "VAy B or D
B or D / —P E E J J K
100 BorC BorD
BorD E E E J J K
110 D B or D I
B or u 1 E IE E J J K
13,_10„
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
2'-O" 11 _8^ 8'-8"
-A=3L8"0;x'1 <Y/2' @'12"-0- 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETR-
wo
B=318,=0 -x -I 1/2'=@'8" O'C
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
_'
LU¢
C=7/16" 0 x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE'NOTE 27, SHEET 1
UJ
cnNa
D=7/16" 0 x 1-1/2"
2"x6" FULL OR
2"x8" NOTCHED
Q—� IE=
LL U)
TUD
17'-6"
.14'-0.,.
F=7/1fi"OJ`x 4" @EACH STUD
2"x8" FULL
EXIST. RAFTER
0-
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L).
LL=10
LL=20
LL=30
2„ x 4"V-6"
FULL OR
16" O.C.
O
9
16,_8„
13,_10„
9,_3„
2'-O" 11 _8^ 8'-8"
5-10"
2" x 4"1'-6"
FULL
24"'O.C.
DECKIRAFTER SPAN TABLE
10'-8"
8'-3"
5'-6"
2'-0" 7'-0" 4'4"
3'-0„
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
.14'-0.,.
9'-6"
2"x8" FULL
2 710.C.
2' 0"
29'-3"
25'-0"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
APPROVED 3" OR 4"
INSUL. ROOF PANEL
1
�y v
LLJ
~ No.:
( Exp. 3
"1/ay 0 6 2009 v
10#;L.L.=.(2)#14 SMS EA. SIDE
1 1/2" ' '-t. • 20#/30#LL.=(2)#14 SMS EA. SIDE 3/16"
U -BRACKET
H3/4' OR 1 1/2"
2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM.
RAFTER
I,
\ EXISTING WOOD STUD FRAMING
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(2" MIN. PENETRATION INTO
EXISTING WOOD STUD)
RAFTER TO
NNECTION 3
W
N
0
y O
x
P
N
0
0
#14 SMS T&B
AT 12" O.C.
M
8„
0-
STEEL
I NOTE: BRACKET
0
1/4"0 HOLES,TYP.
O BRACKET CONNECTION
0
NOTE: PROVIDE WATER
B' O
PROTECTION, METAL FLASHING
O
9
CAUCK JOINTS AND SLOPE
r TO DRAIN
TYPICAL BRACKET AT EVERY 2x
1 1/4"
.
HORIZ. Vv1ND =
FOR SPAN SEE ALLOWABLE
. \
DECKIRAFTER SPAN TABLE
EAVE LENGTH
\
\j� kAQ1ER
O28 LEDGER
RAFTER /4"
41 x3 12 W.S.
WALL CO O NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
I NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION
BELOW RAFTER WI
TOM CAMPBELL &ASSOCIATES, INC.
SAME CONNECTION'S.
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD=
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
I
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZ. Vv1ND =
8269.ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90. 100 8 110 MPH
MiM AR7.7n71 cnx
REVISED BY'_K K & D P
COLUMN/ POST TYPES--& SURFACE MOUNT ATTACHMENT
DETAILS
3.00"SQ.
r3„
SQ.
3.00" SQ.
I I�
o
= t.
388"
=3"SQ.xt=.250'��
024"'
032"
10�SMS'3.00"
24"C.
'.Ez
o
PG
II
—
EA. SI
J=4"SQ.xt=.1886.5,.075"
K=5"SQ.xt=.188"
�
L 1
.040" ALUM.
.048"STEEL3.0"4.0"OR5.0"
.F
E
B
5/8"_PLASTIC-PLUG...
3" SQ. ALUM. POST
�3" SQ. ALUM. POST
WITHSID&PL"ATES D
3
MAG POST
3" SQ. ALUM. POST
SQUARE
STEEL POST
AL M. a 3004- 36
f
LgLUM. ALLO-Y-3004'H3fi
3„ SQ. STEEL POST
ASTM A36 GRADE 40
ALUM. ALLOY 3004-H36
ALUM. ALLOY 6063-T6
ASTM A653 GRADE 40
ALUM. ALLOY- ' 3.00" OR
6063. T5' -- -2-40"
2.0•'
11.3Z5 "
O�
75"
Q
q 7/16"OHOLE 56 2 FLANGES
,s< 2 1/8" APART
ASTM GRADE 36 STEEL 1.125" 2.5.,
75" .75" BASE FLARES
0
`1
1 .60"
u\w
1ST TO OEA.
TYP SIDEE OF FLANGES
1.50
USE FOR 3" 1�
INSTALL WASH. PLATE ,090" TYP.
1%' x+5'/46" x 5}4" WHEN USING
POST ONLY 5.50"
Q. 1-7/16"0 HOLE
IN 110 MPH WIND AREA
& 2-3/8" HOLES
Ck 2- 5/16"0 HOLES TYP. EA. SIDE
.090"-RRACKET FOR3`PQSTS r
'ALUM T"BRACKETS
STEEL "T" BRACKET 5
T=.060" TYP:— --
-3/8" LAG SCREWS OR
MAY 0 6 1009
�3
4;-1/4" LAG SCREWS
(2.5" PENE. INTO EA. STUD)
3 6
Q
Q
I
�C'
Z
3
W
;
� 48 N!o. 79{
I
t
C L
ALUM. ALLOY
D�CAL�
6063-T5
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
"H" BRACKET
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (951) 741-2107
COLUMN /
POST TYPES
10,2 0 8 30 pst
HORIZ. WIND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVILED BY' K K R D P
90. 100 & 110 MPH
191R1 457.7(171 PAY dn.,L1A1P �mo�m, ,i��ran"n �nm
SHEET 9 OF 30
COLUMN/ POST TYPES . & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM.'T"BRACKET USE WITH
POST TYPE B,C,O. OR E. STEEL POST ONLY:
"T" BRACKET
i
STEEL."T"BRACKET USE WITH ' I USE POST TYPE
i
POST TYPE B,C,D,E,F,G,H,J OR K. I , F, G, H, J OR K
(3)-5/8"0 BOLTS
FOR POST TYPE J
3"SQ„POS/
3"SQ. POST (2) #1.2=SMS
3” SO. POST ALUM. T"BRACKET: 1 III
j I
4 5"
SIDEOF POST OR
i 1/4" M.B. THROUGH
KWIK BOLTS OR EQUAL
STEEL."T"BRACKET: 1/2 DEPTH OF I 1
(2)-t/2"0 BOLTS 16" INSERT
FOR ALL OTHER
POST
SEE NOTES BELOW USE (2}3I8"0 HILTI KWIK FOOTING OR I I
BOLTS OR EQUAL 12" MIN. EMBD. I I
CONDITIONS 4 5" x '166"
ASTM A3-
') (2)-3/8"(C7 HILTI "KWIK"'
(2" MIN. EMBEDMENT DEPTH �.: i 1 ;-
STEEL
FOR KWIK BOLTS i :.
� BOLTS, OR EQUAL, EACH ':: I
T.O.C.
BRACKET TO SLAB.
: I I •,:i
-
"S
MINIMUM DISTANCE TO Li
Lu
.BASE PLY.
EDGE OF SLAB = 2-1/2"
d LL
ASTM A572 STEEL
Lu o
° w
w
DEPTH n � x
3/16"
- ,-..; .� ; _ ; SLAB SHALL BE IN;
° POURED CONCRETE F e
��.,..
GOOD CONDITION
FOOTING SEE NOTE 0-
(STL.) --
FOR SIZE (1)-1 /2"0M. B. o
OR FQLUTEDT ;
3 1/2" MIN.
SEE FOOTIN x9" LONG, 1" SQUARE
OR 4" SQ. POST (STL.)
'
SCHEDULE QUAR FROM END SEE FTGS,
INSERT
ISINGTSMAB �'
OF POST SCHED.PL.S/8'THK.
O7 3" SO. POSTS TO CONC. FOOTING O SQUARE DOED. O
'
_E--XTT
INTO FOOTING
1 1/2" g^ 1 1/2"
i
WELDED STEEL BASE PLATE
, ATTACHED
ATTACHED ONLY NOTES:.
BASE PLATE SCHEDULE_
ALTERNATE FTG.
FOOTING & ANCHOR BOLTSPLATE
SIZE MAYBE-USED WITH POST TYPE, SEE SHT.8
.. ?
1. DO NOT "T'
BRACKET WITH
• WITH 33X8 BXBM.
9" SQ. x 5/8" B, C, D, F, G, 8 H
CUBE SIZE SO, 18" DEEP . 'CUBE FTG.
FOOTING SIZE SINGLE POSTS EMBED. W/INSERT, MAG. BEAM,X' OR R.
18" 18" SQ. 127
BOLTS 7"1-BEAMS.
20" 21" SQ_. ., 12"
23" 8 24" CUBE (2)-112"0 3 1/4" _ 2. POST TYPE E .
-
INSTALL WASHER PLATE, 2" X
22" 25" SQ.- 16" ..
25" - 30" CUBE (4)-1/2"0 3 1/4"". X O'SjS" AT STEEL "T'
24" 28" SQ. 20"
BRACKET. '
26"- 32':SQ. 23"
31"-34"CUBE (4)5/8"0 4" 3. POST TYPE F ('1/a`� Q 6.209
FREESTANDING
"T'
BASE 'PLATE ANCHOR
28" 35" SQ. 25"
DO NOT USE STEEL
30" 39" SQ. 28"
. ,
32" 43" SO.. 30"
(a)3!a"0
35" - 39" CUBE 4 3/4" BRACKET W/7" I-BEAM.
CCC n
(4)3/4"0 e�OrESS'�Og,
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
40" - 42" CUBE 4 3/4"
9"x9"x 5/8" STEEL PER I.C.C. ESR-1917 OR EQUAL
34" 47" SQ.. 32"
�O' C
e- 9�J
(4 3/4" EMBEDMENT DEPTH)
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
36° 51" SQ. 34
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
38" 55" SQ. 37"
W
40" 3,9"
'- -NO. 37948" r: m
60". SQ.
42" 64" SQ. 41
�cP31
44" 69" SQ. 43"
G,N,
'CUBE FOOTING W/ 3 1/2•• SLAB
t ,
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.COLUMN
UVE;LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 208 30 psf
DURALUM
PRODUCTS, INC.
SCALE: NONE
REVISED BY: K K.
R O.P
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
.i
90. 1008 110 MPH
ciFl es7.Ymi
cnx ena Isla
SHFFT 10 (1F 30
HEADER BEAM TYPES. & ATTACHMENT DETAILS
1.52" __t'T.61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE
1 79" OCCURS SPLICE WHERE SPLICE WHERE
OCCURS OCCURS
Vy-
4.6"
075"
(6 73.. 2.57" 4.6" 7YP.
M2.19" 2.04- 065" .048'
2.04" TYP.
.TYP.
4 2 2.08" 065" 28..
�- 3.0"
2.93" 4.0000-
z.7" ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 O 6063-T6 O O O E
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM
4.. I - f 1 3.0" If
- 3„ J r I 2„ � 6.5" r MAX 2" Ir 6.5„ 1L
F
_T
-� f—
SPLICE 7 .042„
WHERE 4" SPLICE WHERE .024"
OCCURS 070 OCCURS -� f .032" -� 8.0"
TYP. .042" .032"
110" CIS/
TYP. i
ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALU ALLOY 3004-H36�
6063-T6 O AL6063 T60Y OR,EQUAL-�
F O4" I -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM V3 x 8 BEAM ` K
1 ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
3„ 6., 5„
MAX
r -- . 3
I 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
AY 0 6 70
-� .042" i
I 81. 042„
T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
I
7.875ASTM A653 GRADE 50
L= �=
625" � FafT
-
ALUM. ALLOY 3004•H36 ALUM. ALLOY 3004-H36 I II I No. 3 948
r rr
OR EQUAL OR EQUAL m 2.875" F�� O Exp. 31
3 x 8 BEAM
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM STEEL INSERT CIV11- _.�P
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVELOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 Ps'
DURALUM PRODUCTS, INC.
l(QlFt%A.r?_7n,;i
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 30
REVISED BY: K.K. & QP
90. 100 & 110 MPH
cnx enZuio <ata�m.0 �rae�m mm
DOUBLE RAFTER CONNECTION DETAILS
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONN ECTIO PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
-- CONNECT. (8 -TOT.)
1"
W—
(2)-1/2"BOLT
.5..06"
3"x WSTL.POST (24ALTERNATE:
INSERT ATTACHED(2)-2x6.5" OR
3"x 3"STL.POST CO(2j-3"x8"HEADER
FOR FREESTANDIN
26.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 1.9
#8 S.M.S. EACH SIDE
r— LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"xY4.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
LATTICE BEAM TO POST CONNECTION
JBEAM SPLICE TO 5/8" 0 PLASTIC
1/ OCCUR DIRECT;,LY OVER - .
�POS,�TNOTgPERMITTE'D PLUG WHERE
2 POST UNITS SCREVJzIS INSIDE
PER SI I#14
SMS MAY
y _ 5"
.5 BE USE AS
3.5"
3.5" ALTERNATE TO
1/4"0 BOLTS —
F3.5"
3.5"
8" BEAM _
.5" )
5'
❑1 OR ❑-2 I I
6414 SMS EA. )
SIDE I
. 6 1/2" SIDEPLATE EA.
r �
#1'4 SMS EA. SIDE
SIDE -SEE POST SCHED.
I I
TOP -iv ljD HEIGHT
TT
AND BOOM.
" "3.SQPOSTBETV1/EE.N�SIDE"t PLATES
BEAM�ITO PO:SI CONNE'CTIOKi ,
POST SCH.E:D LSE
21
3" SQ. x.032" + (2)-2". x 6 1/2" x .024' 3" SQ. x .032" + (2)-2" x 6 1/2" x.032
ulW/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6
k)-#14 S.M.S. EACH SIDE..
USE ON C,ON.0;SL-ABONL-Y USE ON CONC. SLAB OR FOOTING
EXIST.. - ', F v
SHEATHI G 1 pl o13
J
3 2"x6" LEDGER (NEW OR EXIST.)
r
!n '
i
1 (2) 3/8" LAG SCREW
EXIST.
1" STUCCO OR EQUAL
2.5" PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = " "' " 111— " """" "" � .
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10,20. 30 psl DURAL PRODUCTS, INC.
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 CONNECTIONS H. 100 V�110 = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 30
REVISED BY: K K 8 D.P 90. 100 & 110 MPH l91fi1 aF7.7071 FCX C(131Ftp calac(nlrinreLim rnm
1.0# L.L. 90:MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C"
.I �� �� " DBL.2"x6.5"x:032" B.EAM II I)
7 I -BEAM DBL. 3 x8 x.042 BEAM f- R_3°X8°BEAM Vt 3x8 BEAM w/INSERT
FA
F Flu-
BFREESTAND ATTACHED FREESTAND ATTACHED MAX.POST MAX.POST 'FREESTAND ATTACHED FREESTAND ATTACHED ao MAX.POST MAX.POST SPACING SPACING MAX.POSTmo
SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN FTG MIN. FOR DBL. FOR 3' x 8" FTGMIN. FTG MIN. SPACING FTG. MIN•FTG MIN.
. POST IN. POST IN POST POST 2"x 6.5x.032" 'BEAM' IN POST POST IN POST POST r
u - (IN.) TYPE ( ) TYPE ( ) TYPE (IN.) TYPE --.'( )�TYPE (IN.)
TYPE l ) TYPE (IN.) TYPE
4' 17'-0" 28'-10" 38 G 23 B 19'-2" 38 G 20 B 13 1g�_7^ 32 F 23 B 24'-9" 38 G 23 B 4'
5"` .:`1 25'-10'. 38 G 24 B�E 1T 2" 32 G 20 B 1" 12' 2" 32+�F 24 B 22'-2" 38 G 24 B 5+
6' 11'-4" 23'-7" 38 G 25 B 32 21 29 `+ 25 20'-3° 38 25 B 6'
�E 15'-8" G B 11'-1" 11'-1' FJF B G 3XC
7' 9'-8" 21'-10" 38 G 25 B 14'-6" 32 G 22 B '�.- e 29 25 32 25 B 7'
�E 10 3i 10' 3" G B 18'-9" G �C
8' 8'-6" 20'-5" 38 G 26 B�E 13'-6' 32 G 22 B B. 9'-7„ _ 9 :2'9y G 26 B 17'-6" 32 G 26 B�E g' .
9' 7'-7" 19'-3" 38 27 E/ 32 22 29 27= "' 16'-6" 32 27 B 91
G 12'-9" G B 9' 1' 9' , . > �G _.moi ABs G /E
27 E 32 -23 229, �'
10 6'-9" 18'-3" 38 G 12' 1" G B �/G8' 7' g �" �� G 7+� B 15'-8" 32 G 27 B�E 10'
11' 6'-2" 17'-5'. 32 G 27 E/F 11'-6„ 29 G 23 B �A°J 84.1''29 G 27 B f �4��32 G 27 B/E 11
12' 5'-8" 16'-8" 32 28 E 29 24 " '� 29-� �`•n 28 jt4*1 �' 32 28 B 12'
G /. 11'-1" G B T 10" T 10 ,. ., Aq) I G /E
13' 5'-2" 16'-0° 32 H 28 EBF 1 D'-8', 32 H 24 B :i °% ! 32A h '� 28 vB 13'-9" 32 H 28 BSE 13'
14' 4'-10" 15'-5" 32 H 29 E�F 10'-3" 32 H 24 B 7✓:�<l 7q3„ 32y 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'-0" 32. H 29 B 12'-10" .32 H 29 WWI B 15'
�E
16' 4'-3" 14'-5" 32 H 29 F 9'-7" 32 H 25 B 6,_7,. 6,_9„ 32 H 29 B 12'-6" 32 H 29 B�E 16'
17' 4'-0" 14'-0" 32 H 29 F 9'-3" :32 H 2529 6' 2" 6'-7" 32 { 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'-8"32 H 30 BE 18' .
38 30 38 30 B 19'
19' 3'-7" 13'-3" 38 H 30 F 8'-9" 38 H 25 B 5'-7" 6'-2' H B 11'-4" H E
-d
20' 3'-4" 12'-11' 38 H 30 F 8'-7" 38 H 26 B 5'-3° 6,_i., 38 H 30 B ..;q 20
POST F MAX HT.= 8' FREESTANDING ONLY p ^ 7009
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES _,�jADDITIONAL FOOTNOTE: WHERE ONLY NE. FIGURE SHOWN INDICATES EXP B_&
SHT 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING . r
N •:;48
Exp. 3 1-_�] Ij
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS M
DATE:009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDINGE
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE:: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 16 OF 30
REVISED BY: K.K. 8 D.P.
..
90. 100 8 110 MPH
IoIA1 nco-7m1 cnx cnancio <o+o<a�n��.no�m:.-n..,
10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS
12' OR LESS EXP. B& C
6.511 ROLLFORM
4" I-BEAM
4.5111 MAG GUTTER
MAG BEAM
3" SQ, STEEL
BEAM
p
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
FREESTAND ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
mSPACING
MAX.COL.
MAX.POST
SPACING
SPACING
SPACING FTG. MIN. FTG MIN.
SPACING
SPACING
MIN
MIN.
MIN
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
F
ON SLAB
FTG.
POST
FTG
'
POST
FTG.
POST
(IN.)
POST
POST POST
(IN.) TYPE (IN.) TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN)
POST
TYPE
(IN.)
POS
TYP
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
TYPE
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'-2"
32
F
21
B
6'
11'4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
11'-4" 29 F 21 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
29
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
6'-2"
8'-4"
G
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
n nni
7,-4,
32
H
23
B
7'-6"
32
H
25
B
9'-9..
32
�{
26
BEM
uu;
7'-1"
32
H
24
B
7'-3"
32
H
26
B
14'
4'-10"
9'-5"
32
H
26
B
Q�
6'-10"
32
H
24
B
7'-0"
32
H
26
B
15'
4'-6"
9'-2"
32
H
26
B
�P
6'-8"
32
H
24
B
6'-10"
32
H
26
B
16'
4'-3"
8'-10"
32
H
27
B
w
6'-5'
32
H
24
B
6'-7"
32
H
26
B
17'
4'-0..
8'-7"
32
H
27
B
ExICAp. 3
6'-3"
32
H
25
B
6'-5"
32
H
27
B
18'
3'-9"
8'-5"
38
H
27
B
I IL
6'-1"
38
H
25
B
6'-3"
38
H
27
B
19
T-7'
8'-2"
38
H
27
B
5'-114'
38
H
25
B
6'-1"
38
H
27
B
20'
3'-4"
POST F MAX HT.= 8' FREESTANDING ONLY
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGUR INDICATES EXPOSURE C
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURES JOWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
POST SPACING T BLE 10, 20 & 30 psf DURALUM PRODUCTS, INC.
DATE: SIOSI2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDIN
HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 15 0E 30
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ^ND ATTACHE 90.100 8 110 MPH rout es?-7n7i FAY an.+ into oolo�mn„�e,R. mom,
REVISED BY: K.K. & D.P. '