08-1071 (PAT)r VOICE (760).777-7012
"P.O. BOX 1504. ' ,
78-495 CALLE TAMPICO s FAX (760) 777-7011
LA QUINTA, CALIFORNIA 9.2253 . '".. BUILDING & SAFETY DEPARTMENT: INSPECTIONS (760) 777-7153
'- BUILDING PERMIT
Date: 6/19/08
Application Number: �L_08-000.01071- Owner:
Property Address: 79255 ROSE DAWN
BARBARA -MORGAN LARSEN,
APN: 649-030-069-149 -31311 79255 ROSE DAWN
Application description: PATIO COVER - RESIDENTIAL.' LA QUINTA, CA 92253 M--FINANCEDEPT Property Zoning: HIGH DENSITY RESIDENTIAL' (
Application Valuation: 3870Contractor: 008
Applicant: Architect or.Engineer: LIFETIME PATIOS
P.O. BOX 5806 INTA
LA QUINTA, CA 92248
(760)772-0013
Lic. No.: 770843
--------------------------------------------------------------------------------------------------
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 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: 13 Li c se No.: 770843 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Date;. "Contractor: _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
k� - Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUILDER DECLARATION insurance carrier and policy number are:
I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the Carrier ENDURANCE REISN Policy Number WEN0015766 - 01
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance'of the work for which this permit is issued, I shall not employ any
construct, after, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the 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 I should become subject to the workers' compensation provisions'of Section .
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code, I shall forthwith comply with those provisions.
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).: Date:pplicant: f .
(_ I I, as owner of the property, or my employees with wages as their sole compensation, wijl do the work, and ' - - _094
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE -TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). 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 SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.). APPLICANT ACKNOWLEDGEMENT
(_ 1 1,as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application.
- property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 ., Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_ 1 I am exempt under Sec. , B.&P.C. for this reason. - the'owner, and the applicant, each agrees to, and shall defend, indemnify and hold haimless the City
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 ISec. 3097, Civ. .0 ).
Lender's Name:
Lender's Address:
LQPER111IT
of La Qumta, 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.
1 certify that I have read 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 tto_enter upon the above-mentioned property for inspection poses.
Date: Signature
_(Applicant or Agent)'
LQPEFUMT
Application Number . . . . .08-00001071
•Permit . . . . . . PATIO COVER PERMIT
Additional desc .
Permit Fee., . . . 63.00 Plan Check
Fee
40.95
Issue.Date . . . ., Valuation
3870
Expi-ration Date 12/16/08
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
PATIO COVER 291 SQUARE FEET PER APPROVED
ENGINEERED PLANS. DURALUM PRODUCTS. 2007
CBC HOA APPROVAL
------------------------------------------------------------------------------
Other Fees . . . . . ... 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 .50 .00
.00
.50
Grand Total 104.45 .00.
.00
104.45
Bin #
'a
Cit/ of La Quint
& Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
' p
Project Address: E ���-�
Owner's Name: �• b Gid P.rl
A. P. Number: 600 LI-20 0 go — (o
Address: 790 5,5-
SLegal
LegalDescription: 7T 3/ 3 lOfV9
City, ST, Zip: 3
Contractor: Ll FE$
telephone: ' % x ? • :: ;, : c .aa;.•N: ;ii:.:::•:<:.
Address: PO BOX 5806
Project Description:
City, ST, Zip: a QUEU92248
Telepp ��a -
hone: Ob 3
::;:�w::.Y:::4�
::�;„':w �'�f,:•, •YY,:::•.Y::<:%iY�#%.;. ::;::>:�;.:.
iii 4tti�viii::ci'1,:is:�2:::.Yiiii,•1,:::?r:<r<::::
AA //TT11
State Lic. # : 7%0 8
City Lic. #:
'
Arch., Engr., Designer.
Address:
City., ST, Zip:
Tele hone:'.w!
State Lic. #:
-------------
vbi' ti)`i:<yn%n• :i.q..YnHj�: „Y.i� �' �ii:
<v'Li4:h.J.•:?::4Yt%Y: tYYY'.h:v:%:.r.ti:o�:Yv
>” ;fir n:%>f><::<%i
Construction Type: Occupancy
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: G% !e 5 S
Sq. Ft.:
# Stories:
#Units:
Telephone # of Contact Person: & & F Od
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
-RWd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
-Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan •
Plans resubmitted
Mechanical
Grading plan
2' Review, ready for corrcctions/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit tees
TOM CAMPBELL.& ASSOCIATES, INC.
Commercial, and,Residenti.al'Structural Engineering
(951) 7.41-2107 `
February 25, 2008 : -
Building Official
Local Authority Having Jurisdiction.
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products;. Incpatio covers, installed at the site
address noted below, with solid rooffpanels or -lattice, purlins, as cited in the attached
standard plans `identified as Job No.,GF07-0674.and "containing my professional
{,} engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the;2006,International'B'uilding Code, 2006
International Residential Code, 2007'.Califorriia Building -Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings'and, Other' Structures) and the 2000 Aluminum
' Design Manual, ADM -01. `
The standard plans accompanying, this letter must properly identify all site-specific
information necessary for plan submittal to the ;local authority having jurisdiction by
highlighting those structural framing, member" sizes and details relevant to the patio
cover's construction at the address noted below. All wo'rk'relevant to the construction
of the approved patio cover must be;in accordance with,tlie attached standard plans
as approved by the local authority having j-urisdiction.'
Please contact me at (951) 741-2107 or at ticambbell(EDcliarter.net should you
require additional information. -w~
Q�QFESS/0�
Sincerely,
w
No. 37M m
t Exp. 3131109
±TomCampbeePE
,
Site Information
Owner's Name
Address ' '�(E�(N' •
City/Town ay.( c`(i
I l.�
State
s
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r
A AJ
77
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NNING DEP
�APPR D BY NT • �,ti+ ! • .. .
BY DATE
IEXHI :rel
CASE NO.
"l;
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES: -- _
B. -THE-DESIGN COMPLIES WITH THE-2006-1NTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE,
�ASCE/SEI.7-05-MINIMUM,DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00 - .4
MAY 3 0 2008
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 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 PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
21. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H. FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
SECTION 1804.3.1 OF THE IBC AND GBC.
26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TQ
ASPM A653, GRADE 40.
27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON
STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2.
12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS; GROUND; 50 POLIND9 PER SOI IARF FnnT..
ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR. EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
GENERAL NOTES
HORIZ. WAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 29
REVISED BY' K K & D.P
9f11M&t1l1 MPH
/47f.1 di7-7f171 FAX dfli.tF10calnc rtri�rl,val„m nnm
RAFTER, SEE TABLE -
OPEN LATTICE TYPES
Fk/ • ' �,
Sr/N
FOR SIZE --------
AND SPACING
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
G
•
/S.
STRUCTURE MAX. PROD.
OPEN LATTICE
MAX. PROJ.
. - T /N -
G @
NOTE: THIS OPEN LATTICE -TYPE SEE SCHEDULE
MAY NOT BE ENCLOSED OR COVERED.
- SEE SCHEDULE`•*
RANCHO CUCAMONGA. CA (951) 741-2107
STRUCTURES
\
,MAX. O.H 0
�s�Da,y/ar 25% OF SPAN
\
RAFTER, SEE TABLE
FOR SIZE
REVISED BY: K.K. 8D.P. -
ppsrs
\
AND SPACING
(916) 452-7021 FAX 403-1519 sales@duralum.com
c/NG G
?S%0 OpSFRS
y A.
% O SPAN
rSpq G
POS�MEIGHT
AAA°°°��� •.
'��
SEE SCjiEDULE
O•
�
POST HEIGHT
r
fi
LENGTH OF STRUCTURE VAAIES
i6
'
SEFS�
OST WITH SIDE-
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
1{v� F. SpgC/
IWllllll
-- �(F ryG
-
-
t - -
p
POST WITH SIDE -3
NOTE: EACH COMPONENT IS INTER-
Rb
112' SLAB
MAY BE USED WE EEM
SFFT SpgC/
PLATES SEE TAIL
CHANGEABLE WITH ANY OTHER
sFFr spgG
COMPONTENT UNLESS OTHERWISE SHOWN. -
SEE SCHEDULE EH DOLE
H@� NG �� '��:
11tt
?90
TE: EACH COMPONENT IS INTER-
pOSr
3 12- SLAB ATTACHMENT
MAY BE USED WHERE
-
FOOTING WHERE REQUIRED. q' _(� .
LE WITH ANY OTHER SFF Sp
l qC
PERMITTED.
OPEN LATTICE -TYPE PATIO COVER
SEE SCHED. FOR FOOTING CUB I47.
! „ ,I
NOTE: THIS OPEN STRUC7U
NT UNLESS OTHERWISE SHOWN. 9@(F /NG
SEE SCHEDULE
. .
SCALE: NTS
_APCJ
:MAY NOT BE ENCLOSED.OR CO rr,,
E ENC OSEDi
� '
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
• � O
"`
A
' m "F" MULTISPAN
STRUCTURE
-TYPE:.E_"ATTACHED SINGLE SPAN LATTICE STRUCTURE
PE ATTACHED
LATTICE
• V`�
No•
_'
r
r 7 .:
r m
�/O " r, MAY 3.0.1008
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
MAX. PROD.
PROJ.
9
RAFMAX.
TER, SEE TABLE
FOR SIZE SEE SCHE U E
-
NOTE: THIS OPEN-6A3MCE•TYPE STRU E
r` SEE SC EDULE
AND SPACING
MAY NOT BE ENCLOSE CO
RAFT TABLE
O.H
ZS'kOppg}0
FOR SIZ
AND SPACING
25% OF SPAN
- OSr@
O .
.H
' _ gRygN
C/NGC'
?S '�qa• 'MAX. O.H.
%O,cp OAF 25% OF SPAN
_
R h
OSTHEIGHT
SE HEDULE
OST HEIGHT
'
�y
O
SE
HEDULE
16
•0�
0�
• LENGTH OF STRUCTURE VARIES
- hgNC
16
•
•
. OAF
Mq
- pp
f1RT fRf155:,5FfTl
SEE POST DETAI
�LN0T110/OTRL�9T:�RL!!^..0.!CS
\\
• SFF TSp
yC
P0'TCR
SSSECTION
(F G
SEE POST DET L
NOTE: EACH COMPONENT IS INTER-
3.12• SLAB �
DOST MAY BE USED
SFF rgBPgC/,y
4c G
3 12 SLAB
CHANGEABLE WITH ANY OTHER
s F Sp TO CONSTRAIN
Frge qG/N
MAY BE USED'
COMPONTENT UNLESS OTHERWISE SHOWN.
l� FOOTING, SEE
(F C SCHEDULE
NOTE: EACH COMPONENT IS INTER-
pp
sr
TO CONSTRAIN
FOOTING. SEE
BLE WITH ANY OTHER �' sFFrge
CHANGFOOTING
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
WHERE REQUIRED
Fc/NG
- COMPONTENT UNLESS OTHERWISE SHOWN.
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 LATTICE
STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
•
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 30 psf
DURALUM PRODUCTS, INC. -
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 29
` -
REVISED BY: K.K. 8D.P. -
_
9D,100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
SOLID PANEL TYPES
ATTACHMENT CHANNEL LENGTH
ALUMINUM SEE DETAIL AND SHq OF STRU ALUMINUM
ROOF PANEL
ROOF PANEL
SEE SCHEDULER SPANS TyEPROETONEEN L NOT �OSEDES SEE
SCSPANS
HEDULE
"O.H " NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
''OST OPTIONAL: CANTILEVER
SQ. POSTS, SIZE VARIES
SEE.,
LAC/Ala SE POST SPACING
SCHEDULE R
3 1/2" SLAB ATTACHMENT O.N.259%.NOT
MAY BE USED WHERE ALTERNATE: OF SPA CEFD
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
NOTE: NO SPLICE AT THIS
POST ANDAEND BAYS.
FOOTING WHERE REQUIRED ALV
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTEV 1
CHANGEABLE WITH ANY OTHER J
COMPONTENT UNLESS OTHERWIS9E 01
T/(7C 11A 11 A -=A/lt I1 11 n1.. r r+r� w � � . w11— A L.— ...-.x�,
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
UU
M U
z2
iA N
1
No.
Exp.
"O.H" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
ATTACHMENT CHANNEL
SEE DETAILS --
MIN. 0.5" SLOPE PER FT.
SQ. POSTS, SIZE VARIES JCHED
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE ALTERNATE:
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
�k. T.= 12'
%LE01008EE REQUIREDi FOR FOOTING CUBE SIZE
11 r111
ALUMINUM
ROOF PANEL MIN. 0.5" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
"O.H" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —
SQ. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
'THE
yE�RO�EC"'ARIES lvFT OQ
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
\O. NOyS1 1N
NOTE. 0 SPLICE AT THIS
POST AND AT END BAY
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
H IENGTy OF ST RUCTURE VARIES
(MAV
NOT BE ENCLOSED
SEE
SCHEDUL
DRAWN BY: K.K.
SEE
S
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
O T16)STESPACINGFOR
ALTERNATE:
SOLID PANEL
'/ OFOSp CEEO
SINGLE POST
SEE SCHEDULE
RANCHO CUCAMONGA, CA (951) 741-2107
THIS
HORIZ WIND =
NOTE
qO SPLICE
POST 11
D AT END BOYS.
B
FOOTING WHERE REQUIRED —/ yv FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE °C11 FREESTANDING W/CANTILEVER OPTION TYPE 11D11 FREESTANDING MULTISPAN W/CANTII FVFR nPTinN
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
REVISED BY: K.K. & D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 29
90, 100 & 110 MPH
FAX 403-1519 sales®duralum.mm
RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C
ALUM. ALLOY 3004-H36 L� 3" 6.5" 3.0"tE,
8.0"2"*SEENOTEBELOW OR EQUAL -MAX. 2"
I f L
ALUM. ALLOY 3004-H36 042„
024" OR EQUAL
OR M. EQUAL
032ALLOY 7004-HJ6 y „ _� f .024"
OR EQUAL ,042"
* SEE NOTE BELOW
10
18 1
2 x 6 1/tRAFTER
�
n
h
TRIBUTARY TRIBUTARY= ;_
WIDTH 12SPAN+O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
cmDBL.
2 x 6 1/2" RAFTER
10 10 11 11
10
.032
m
3 x 8" RAFTER
24,-6„
24,-6„
22,_0„ 24,_2„ 21,-4„
14 14 15 15
.032
16" 19,_1„ 17'-4" 17'-4„ 15,-6„ 17'_1" 15,4„
24,E
15,-6„ 14,_2„ 14,_2„ 12'-B" 13'-11" 12,_3„
24" 22,_0" 20,-0„ 20,_0"
18,_0„ 19,_8„ 17,-4"
REVISED BY: K.K. d D.P.
.042
16"
26,-4„
23,_10„
23,_10„
21,_6„
23,-0"
L.L.=
"T'
a
y--90-MPH L 100 MPH
110 MPH
L.L.=
"T'
� �
90 MPH
100 MPH
110 MPH
L.L.=
"T'
@ u
90 MPH
100 MPH
110 MPH
(PSF)
(IN.)
a o
EXP. B EXP.0 EXP. B EXP.0
EXP. 8 EXP.0
(PSF)
(IN.)
N o
EXP. B EXP.0
EXP. B EXP.0
EXP. B EXP.0
(PSF)
(IN.)
c- o
o
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
30
24„ 11,_8" 11'-8" 11,_8„ 11,_8„ 11,_8„ 11,_8„
24" 10,_2„ 10,_2„ 10,_2„
14,-4„ 13,_0„ 13,_0„ 11,-8„
12,_10„ 11,-4„
16" 191_8" 19,_8" 19,_8„ 19,_8„ 19,_8" 19,-8„
032
16
20,_3„ 18,-4„
18'-4„ 16,-6"
18,_1„ 16,_0„
13,-6„ 13,_6„ 1 13,_6„
30
16
28,_2„
25,_7,
25,_7"
22'-6„
25,_2„
21,_2"
e'-10"
024
24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2"
.032
16„ 111.91, 11,_9„ 11,_9„ 11,MA
za° 9'-7"9'-7" s'a° g'-7" 9'-7" 9'-7"�
024
. 042
C16"
-.
rr- 24„
11 _8„ 10'-7" 10'-7" 9'-6"
10-4" 9'-3"
24"
16,-6" 15,_0"
15,_0„ 13,_6„
14,_5" 13,_1"
10
24„
23,_0„
20,_10„
20,_10„
1 18,_9„
20'-6"
18,_2„
10
18 1
:i
20
n
h
TRIBUTARY TRIBUTARY= ;_
WIDTH 12SPAN+O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
9 9 10 10
11
10 10 11 11
10
.032
16"
27'_0„
24,-6„
24,-6„
22,_0„ 24,_2„ 21,-4„
14 14 15 15
.032
16" 19,_1„ 17'-4" 17'-4„ 15,-6„ 17'_1" 15,4„
24,E
15,-6„ 14,_2„ 14,_2„ 12'-B" 13'-11" 12,_3„
24" 22,_0" 20,-0„ 20,_0"
18,_0„ 19,_8„ 17,-4"
REVISED BY: K.K. d D.P.
.042
16"
26,-4„
23,_10„
23,_10„
21,_6„
23,-0"
20,_10„
20
.024
16"
15,_2„
15,_2„
15,_2„
15,_2„ 15,_2„ 15,_2„
20
24" 21,-0„ 19,_6„ 19'-0„ 17,_6„ 18'-9" 17,_0„
24„ 12'-4, 12,-4„ 12,4„
12,4„ 12,-4„ 12,4.,
024
16" 10,_8„ 10'-B" 10,_8" 10,_8" 10,_8„ 10,_8"
.032
16" 20,_2„ 20,_2„ 20,_2"
20,_2„ 20,_2„ 20,_2„
24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9"
24„ 16,-6„ 16'-6" 16,-6„
16,_6„ 16,-6„ 16,-6„
20
.032
16"
14'_3„
14,_3„
14,_3„
14,_3„
14,_3„
14,_3„
30
.024
16"
12,_5„
12,_5"
12,_5,
12,_5, 12,_5„ 12,_5„
30
24„ 11,_8" 11'-8" 11,_8„ 11,_8„ 11,_8„ 11,_8„
24" 10,_2„ 10,_2„ 10,_2„
10,_2„ 10,_2„ 10,_2„
042
16" 191_8" 19,_8" 19,_8„ 19,_8„ 19,_8" 19,-8„
032
16" 16,_7, 16,_7, 16,_7,
16,_7, 16'-7"16,_7,
24" 16'_1„ 16,_1„ 16,_1„ 16'_1„ 16,_1" 16,_1„
241.13,-6" 13,-6„ 13,-6„
13,-6„ 13,_6„ 1 13,_6„
30
024
16"
e'-10"
8'-10"
e'-10"
e'-10"
e'-10"
e'-10"
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS BL-IKI ��OWNN,
BETWEEN MAY BE USED AT 32" D.C. OR 48" o.
CC
S
MAY 3 0 2000 c
,tom
24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2"
.032
16„ 111.91, 11,_9„ 11,_9„ 11,MA
za° 9'-7"9'-7" s'a° g'-7" 9'-7" 9'-7"�
16" 13 6„ 13,-6„ 13,_6„ 13,_6„ 13,-6" 13,_6„
042
13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
TRIBUTARY WIDTH TABLE -CLEAR SPAN. (FT.)
042 1 16" 1 21,_0„ 1 21,_0„ 1 21,_0„ 1 21,_0„ 1 21,_0„ 1 21,_0„ 1
24" 1 17,_2„ 17,_2„ 17,_2„ 17'-2" 1 it -2 1 17'-2"
042 �16" I 17'-3" 1 17'-3" 1 17'-3" 1 17'-3 17'-3�17�� 17,_3„ 117,_3„ 117,_3„ I 17,_3�17,_3�177
24" 14,_2„ 14,_2„ 14,_2, 14,_2„ 14,_2„ 14
DOUBLE RAFTERS WITH 3" MAX. SPACING
INGLE RAFTER SPANS ARE NOT EXCEEDED.
/YQ to " , ,..._ 'SPAN
ZZ
109 .
17
18 1
19
20
n
h
TRIBUTARY TRIBUTARY= ;_
WIDTH 12SPAN+O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
9 9 10 10
11
10 10 11 11
12
11 11 12 12
13
12 12 13 13
14
13 13 14 14
15
14 14 15 15
16
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 8 30 I"
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
HORI2. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 6 OF 29
REVISED BY: K.K. d D.P.
90. 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales(ddumlurrmcom
PANELFASTENERS
24"
24" TRI -'V" PAN
L.L.= PSF 90- MPH 100- MPH
10 #10 S.M.S. #10 S.M.S.
20 #10 S.M.S. #10 S.M.S.
30 #12 S.M.S. #12 S.M.S.
90/100/110 MPH
750"
110 -MPH
P5 s� cZ 1
#10 S.M.S. og
3� ; MAY 3 0 7-U(18
- No
#1 sXp.3f
#12 S.M.S. �) KYLIGHT DETAIL
12" x 3 1/2" W PANEL
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
075"
EXPOSURE B & C
.860"
tb.UU
R9.250 OPTIX® PRODUCTS ACRYLIC PER
I.C.C. E.R. 5411 OR EQUAL
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
6" PANEL SPANS / 8" PANEL SPANS
100- MPH
t=.020"
t=.024"
t=.032"
t=.040"
#10 S.M.S.
6"
8"
6"
1 8"
6"
8"
6"
8"
10
10'-2"
10'-2"
12'-9"
12'-9"
13'-4"
13'-4"
14'-7"
14'-7"
20
8'-10"
8'-10"
10'-3"
10'-3"
11'-4"
11'-4"
12'-3"
12'-3"
30
7'-1"
T-1"
8'-4"
8' 4"
9'-10"
9'-10"
10'-8"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER:
(3) 8" ROOF PANELS OR (4) 6" ROOF PANELS
L.L= PSF
90- MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1 012 312 0 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAL
STRUCTURAL
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAAL
CA 741-2107
PANEL FASTENERS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET S OF 29
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
(916) 452-7021 FAX 403-7519 sales®tlurelum.com
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
1.50°
— 060 .25"R .01-
1 SMS gy PANEL
LOCKS OR 08 SMS
AT EA. CONTACT
201_�
CONTINUOUS A- RAIL
ROOF PANEL 3 (WHERE OCCURS)
ALUM.ALLOY
y 6063-T6
*10 SMS @ EA. CONTACT w
WALL CONNECTION O
WALL FASTENERS
SEE TABLE
MrTi75'
WALL
FASTENERS
� O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \c
.281"
ALUM.ALLOY
6063-T6
.060" B
EXTRUDED HANGER CHI NEL
ALUM. PANEL OR /
R
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
WIND
3x ALUM. RAFTER
\
AT MASONRY OR
MA
FASCIA BOARD.
EXIST. EAVES,
II V II
RAFTER
ALLOWABLE PROD.
EXISTING EAV
V-6"
SEE TABLE BELOW
OVERHANG
LL=10 LL=20
LL=30
EXISTING EAVE CONNECTION
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060" J IP
N
WALLFASTENERS C)
SEE TABLE o
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
WIND
AT 2x FASCIA
AT WOOD STUD
AT MASONRY OR
MA
DESIGN
W/ SIMPSON A35
16" O.C.
CONCRETE
16" O.C.
V-6"
LL=10 LL=20 LL=30
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
90
A BorD BorD
E E E
J J
K
100
BorC BorD BorD
E E E
J J
K
110
D BorD BorD
E E E
J J
K
2"x8" FULL
24" O.C.
2'-0"
DESCRIPTION OF LAG SCREW SEE NOTE BELO
1 25'-0"
zz
A=3/8"0 x 1 1/2" @ 12" O.C.
E=3/8"0 x 4" @ O.C. EACH STUD
B=3/8"O x 1 1/2" @ 8" O.C.
F=7/16"O x 4" @ O.C. EACH STUD
QI.w_ta
C=7/16"0x1112"@10"O.C.
J=1/4"0x11/8"@16"A.B.
LSU)
D=7116"0 x 1 1/2" @ 12" O.C.
K=1/4"0x1 1/8"@12"A. B.--
EXIST. RAFTER
3/16"
ALLOWABLE DECK / RAFTER SPAN
STEEL
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
HANGER CHANNEL
AND BRACKET
2" x 4"
FULL OR
16" O.C.
V-6"
16'-8"
13'-10"
9'-3"
ATTACHMENTS
-8" 8'-8"
2'-0" 11' 5'
2" x 4"1'-6"
FULL
24" O.C.
10'-8"
B'-3"
5'-6"
% !
2'-0" T -O" 4'-6" 3'-0"
( t
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-O"
17'-6.14'-0"
2"x8" FULL
24" O.C.
2'-0"
29'-3"
1 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
�1 1/ 10# L.L.i (2 SMS -EA. SIDE
20#/30#L.L.=(2)#10 SMS -EA. SIDE
U -BRACKET
3/4' OR 1 1/2"
I 2x61/2"
5" MIN. RAFTER
I
[_J/4_OR 1 1/2"
\ EXISTING WOOD STUD FRAMING
APPROVED 3" OR 4"
INSUL. ROOF PANEL
-11#10 SMS T
AT 12" O.C.C
3 0 200Q�o�EsSiu/V
yip 51.
CA
41,o Fy
0
! C7 F No. 37948
\' I Fp. 3131!(*
\ 2.6 OR 2.8 LEDGER
EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 Fsf
EACH 7116'0 x 3-112" LAG SCREWS L,L,=20 ANI1 30.nsf RA"
ER (3) 10x3 ill° W.S. y-rala.l u+"
PATIO COVER
�rRAFTER TO
WALL CONNECTION_ 3_ NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET
MAY BE MOUNTED
B0RACKET CONNECTION BELOW RAFTER W/
4
SAME CONNECTION'S.
3/16"
8" 0
0
0
STEEL
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
8 O O
O
r CAOUCK JOINTTECTIONS ANDS METAL OFLASHING
I TO DRAIN
TYPICAL BRACKET AT EVERY 2x
\
FOR SPAN SEE ALLOWABLE
HANGER CHANNEL
AND BRACKET
DECK/RAFTER SPAN TABLE
EAVE LENGTH
„L„
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA. CA (951) 741-2107
\ 2.6 OR 2.8 LEDGER
EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 Fsf
EACH 7116'0 x 3-112" LAG SCREWS L,L,=20 ANI1 30.nsf RA"
ER (3) 10x3 ill° W.S. y-rala.l u+"
PATIO COVER
�rRAFTER TO
WALL CONNECTION_ 3_ NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET
MAY BE MOUNTED
B0RACKET CONNECTION BELOW RAFTER W/
4
SAME CONNECTION'S.
DRAWN BY: K.K.K.07
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
90, 100 8 110 MPH
8269 ALPINE AVE.. SACRAMENTO. CA 9 WE
FAX 403-1519 salesQduralum.com
SHEET 7 OF 29
mm 3 0 IN
•Q<
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
3.00 SQ. 3:00" SQ � I 3.00" SQ.
rm
3" SQ. ALUM. POST
ALUM. ALLOY 3004-1136
ALUM.ALLOY
6063-T55
NN 4&,
No. 31
ALUM.ALLOY
6063-T5
"H" BRACKET
.032" #10 SMS
� .024" @24"0.C.f
EA. SIDE
r
6513" O 075
L_ 14"R
.040" ALUM.
032" A; TYP. .048"STEEL
024" .28" O O
� 5/8" PLASTIC PLUG
1
3" SQ. ALUM. POST 3ALUM.POST MAG POST
WITH SIDE PLATES. DO . a 3004- 36 3" SQ. ALUM. POST
EEL
ALUM. ALLOY 3004-1136 ASTM A653" SQ3S RADE POST ALUM. ALLOY 6063-T6
3.00" OR
1.375"
75"
1.60"
1.50
INSTALL WASH. PLATE ,090" TYP.
1%" x 5/16" x SY," WHEN USING
IN 110 MPH WIND AREA
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET /
�3 -3/8" LAG SCREWS OR
4;-1/4" LAG SCREWS
(2.5" PENE. INTO WALL)
J
I —o
� I
tX I -
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
CL 7/16"OHOL
ASTM GRADE 40 STEEL
157':
TYP..
USE FOR 3"
POST ONLY
(i 2- 5/16"0
STEEL "T" BRACKET
6"
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
2 1/8 2 1/8
LIVE LOAD =
^T' BRACKET
3 7/8"
@ 3 -SQ. POST W/
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, zo a 30 ps1
(2)412 SMS EA.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
SIDE OF POST OR
HORIZ. WIND =
o
;
2„
1/4" M.B. THROUGH
90, 100 8 110 MPH
POST
7 GA. PL. (.18")
11/16"0 ROD
3/16"
1040 STL.
AUGER PARTS PAINTED
20
"RUST-O-LEUM" OR EQUAL
3"SQ.POST BRACKE
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
4" DIA. 9 GA.
ASTM A-36 HELIX
3/16"
NOTE:
SINGLE PASS WELDED
AUGER ANCHOR
MAY BE USED WITH
3"SQ. ALUM. POST
ONLY.
NOTE:
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
coo rnnlr c1 eo onc7 coeruir TART t= ona coeruaP-
=L
PG=3"SQ.xt=.18811
D H =3"SQ.xt=.250'll
r J=4"SQ.xt=.18811
K=5"SQ.xt=.188"
3.0",4.0" OR 5.0"
SQUARE
STEEL POST
ASTM A36 GRADE 40
2 FLANGES
2 1/8" APART
BASE FLARES
TO TWDE EA.
SIDE OF FLANGES
(11-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
5
1LUM POST
1/2"x 2 1/2"
7 GA. STL.
'LT. ASTM A36
6'x7 GA
:EL PLATE
f- A36
AUGER PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
SINGLE PASS WELDED
STEEL FOOTING
O
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: tol23rzoo7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, zo a 30 ps1
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 salasQduralum.com
COLUMN / POST TYPES & SURFACE MOUNT. AND .-EMBEDMENT DETAILS
ALUM."T"BRACKET USE WITH
_ POST TYPE B•C,O, OR E. STEEL POST ONLY:
"' `� USE POST,TYPE (3 -5/8"0 BOLTS
T' BRACKETr� POST TYPE
USE WITH I I F�
POST TYPE B,C,D,E,F,G,H,J OR K. 1 � F. G. FI, J OR K R POST TYPE J _
@ 3 -SQ. POST W/
3"$Q.-PQ$1' 3" SQ. POST ALUM.T'BRACKET:
(2)�f 12 SMS EA. USE (2)•3/8"0 HILTI 4 5"
SIDE OF POST OR X KWIK BOLTS OR EQUAL 1
I
STEEL?"BRACKET: 12 DEPTH OF 1 i (2)-1/2"0 BOLTS 16"INSERT
1!4" M.B. THROUGH ` FOR ALL OTHER
POST SEE NOTES BELOW USE (2)-3/8"0 HILTI KWIK FOOTING OR X.188"
BOLTS OR EQUAL 12" MIN. EMBD. i i CONDITIONS 4 5" ASTM A36
(2)-3/8"0 HILTI "KWIK" (2"MIN.EMBEDMENT DEPTH / STEEL mmT
BOLTS, OR EQUAL, EACH, FOR KWIK BOLTS ' AT
BRACKET TO SLAB. I 1 : ; ; T.O.C.
MINIMUM DISTANCE)T2
EDGE OF SLAB = 2-1 d f
f' a w o
DE TH n _
SLAB SHALL Bc POURED CONCRETEdGOOD CONDIFOOTING SEE NOTEW
FOR SIZE (1)-1 ONG, " O
31/2"MIN. SEE FOOTING x9" LONG, 1" SOUARE:
SCHEDULE SQUAR FROM END SEE FTGS,
�OFPOST _ SCHED
RE POST EMBED.
EXISTING'SL'AB� O7 3" SQ. POSTS TO CONC. FOOTING 8O O
_ INTO -FOOTING
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SQ. 18" DEEP
- CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25„
30"
39" SQ.
28"
32"
43" SQ.
30"
34"
47" SQ.
32"
36"
51" SQ.
34„
38"
55" SQ.
37"
40"
60" SQ.
39„
42"
64" SQ.
41"
44"
R9" sn.
cr
" CUBE FOOTING W/ 3 12" SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24" CUBE
(2)-1/2"0
3 1/4"
25"- 30" CUBE
(4)-12"0
3 1/4"
31" - 34" CUBE
(4)-518"0
4.
35"- 39" CUBE
(4)•3/4"0
4 3/4°
40'- 42' CUBE
(4)-3/4.0
4 3/4'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
SPECIAL INSPECTION REQUIRED.
3" SO. POST (STL) - - -,
OR FLUTED
OR 4" SO. POST (STL.)
INSERT
PL.5/8'7HK.
1 12" s" 1 12"
112" 15" 11/2"
WELDED STEEL BASE PLATE
NOTES. BASE PLATE SCHEDULE
1. DO NOT USE ALUM. 'T' PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
BRACKET WITH 3X8 SM. 12" SO. x 5/8' B, C. D. F & G
WANSERT, MAG. BEAM, 4" OR 18" SQ. x 5/8" B• C• D, F, G• & H
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
" X 0'-SY," AT STEEL "T'
B12ACKET. MAY 3 010p
FREESTANDING
3. POST TYPE F
DO NOT USE STEEL 'T'Kip PROF BASE PLATE ANCHOR
BRACKET W/ 7" I-BEAM.��ry , A e �` BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
.7\ Q��"`S"/ (4)- 3/4"0 HILTI KWIK,BOLT TZ CARBON STEEL
12°x12"x 5/8° PER I.C.C. ESR -1917 OR EQUAL
% +0 (4 3/4° EMBEDMENT DEPTH)
'10 i
'? m '
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18"x18°x 5/8" PER I.C.C. ESR -1917 OR EQUAL
7_
1(4 3/4" EMBEDMENT DEPTH)
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07 0674
.
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 8 30.ps1
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
REVISED BY: K.K. & D.P.
90. 100 & 110 MPH
FAX 403-1519 sales@du2lumcom
SHEET 9 OF 29
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE —�SPLICE
1 79" OCCURS \ SPLICE WHERE OCCURS E
- � OCCURS
in `-. 4.6' .075'
6— 73" 2.57" 4.6" _TYP. 14"R
2.19" _t065' 2.04 TYP. .048"
2.04" TYP.
2.08" Dss 28..
2.93" T TYP. a.a000• 3 °-
r ASTM A653 GRADE 40
.038" R.F. GUTTER
FASCIA -ALUM. O
ALLOY 3004-H36 A
6.5" ROLLFORMED
r 3"
r 7
SPUCE
WHERE 4"
OCCURS ^070
TY P.
ALUM. ALLOY O
6063-T6 B
4.5" GUTTER
SPLICE WI
OCCI
ALUM. ALLOY ALUM. ALLOY
6063-T6 O 6063-T6 O
G
4" I -BEAM 7" I -BEAM
L3"
� 6.•
r -- MAX. .3'
j
f—.042"
i
1 8" 042"
I
I I
ALUM. ALLOY 3004-H36 1 ALUM. ALLOY 3004-H36
OR EQUAL O OR EQUAL O
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
3 � Q��pFESS�UNgI
kp 51. CA/yA cry
0 � i•(1
D No.3790
E sf31109
1, 25';
�62
T=14 GA.
7.875 ASTM A653 GRADE 50
L .
625"
-- I 2.875" I O
3x8BEAM
STEELINSERT.
ALUM. ALLOY
6063-T6 O
MAG BEAM D
E
3" SQ'STEEL BEAM
3.0"
3"6.5"
MAX. !L
2"
ug
t
t : .042"
8.0" 1
032" A
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR EQUAL J OR EQUAL
DBL. 2 x 6.5 BEAMK
r"`3 x 8 BEAM /
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10I23I2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 10 OF 29
REVISED BY: K.K. & D.P.
90, 100 & 110 MPH
(9`16)452-7021 FAX 403.1519 sales@duralumm—
BEAM TO POST CONNECTION 'DETAILS
r,.
OPTIONAL DECORATIVE FASCIA - - ij; .Y ,, _ _ • - _ j' _
' ( WOOD, ALUM. OR HARDBORD) . 3" X 8". X 042". BEAM, ` • + . - -
Y
3" SQ. STEEL OR :) V
MAG BEAM. . , I ` r \) #10 s.Ms'EA. SIDE (4) -TOT. ,
y
+ #10 S.M.S. TOP8 BOTT. (2) -TOT.
2412 x 12" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL) #10 X 1/2" S.M.S. TOP
("ALTERNATE: 1/4"0 BOLT W/ WASHER & BOTT. (2) -TOT.
EA. SIDE OF 3" SO. POST
1.
5-0 4 ROOF PANEL 4., 361/ '
+ 11.10" - •µy;" ° ROLLFORMED OR
.75TI
OI - EXTRUDED
GUTTER +1.150"� a .+ '(4)-#14 SDS (b1EA. SIDE •` 'FAscIA ALUM. BRACKET ..
- -+ TOP & BOTT. TOT.=16` `y #10 S.M.S. @12" O.C.
3" SO. POST
2.35"- • e
.024"RAFTER
• 241 x 12" S.M.S. EACH SIDE OF 3' ,` -
SO. POST (4 -TOTAL) -j
ALTERNATE: 1/4"0 BOLT W/ WASHER
.EA. SIDE OF3"SD.POST RAFTER "TAIL" TO GUTTER. 15
k
3" X 3" ALUM. OR -
' STEEL POST
3:00" 3" SO. POST
OR .240- 3.125" FOR 3 x RAFTER
•
GUTTER FASCIA • 'H --BRACKE_T TO POST X2.125" FOR 2 x RAFTER
MAG BEAM 3" SO. POST r •yr t r �' • /
3"SO. STL. BEAM }' 13 'ALUM.'ALLOY 3003-H24 ALUM. ALLOY 3003-H24
11.50j'_ 1.50" 1 1/2" t = .040" 6063-T6
.28" 3�� 2.. .28, F 2" 2,,, * . t - .040" 3004-H36 ALUM. '
k, +
(4) - #8 x 3/4" TEK SCREWS
P1 BRACKET TO RAFTER.
2"xT LATTICE TUBE f
�. 1.1/2" SQ. OR �,.' " P2 11/2" MIN.
['2 LATTICE•TUBE 1
�#
0
x1/2' �� QKOFESS�p MAY 1
/( OR 3 1/2", TYP. �'iA/
•�+' ` 1 v2^ nR r sn nl7@ z" z 7"' LA.TTICB, .
—�'— — — - 3"O.C. MIN. UP TO OiC`. MAX.
— ----- r 2.750"
RAFTER. r � ~ Nu: 3me X
•9131x06 (4) - #8,x 3/4" TEK SCREWS
—LATTICE -TUBE TO RAFTER -/� w BRACKET TO BEAM
17, BRACKET 7_,RAF_TER TO BEAM 18_
DRAWN BV: KK.. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LonD = PATIO COVER SYSTEM AS MFG. BY:
�DATE�70232007 ••.rs•^ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - BEAM TO POST 70:20 8 30 psf DURALUM PRODUCTS, INC. JOB NO. GF07-0
674 '
SCALE: NONE
�
RANCHO CUCAMONGA, CA (951) 741-2107
TATCHMENT
, HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
'
REVISED BY: K.K. 8 O.P.
90, 100 8 110 MPH
(g16) 452.7021 FAX 403-1519. sales®duralum.wm
,. SHEET 12 OF 29 ••
SIMPLE SPLICE
SPLICE DETAILS BEAM TO POST DETAILS (12)
FULL MOMENT
I
910 S.M.s. II #12 S.M.S.
(e TGT. TYP THICKNESS =.035' (24 TOT TYP. THICKNMl4S =.035"
II
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.
3 TOTAL= (8)-12"0 BOLTS la� 3 010
o -r—� o o �
SPLICE WHERE—� 2,00" ! I
OCCURS 4"
TYP. I Q 0 0 :. €
ALUM. ALLOY I J
6063-T6
4" I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH'.
OCCU7
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
(2)910 S.M.S. EA.
VALLEY,TY�
+� #12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM .
FLANGE
ROOF PANEL
4"x3" ALUM."I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. -r
BRACKET TO POST.
POST, SEE SCHEDULE --
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
NOTCH I -BEAM FLANGE
LIVE LOAD =
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY
SO. POST,CONNECT WEB
(6061-T6) ALTERNATE I
B�'M
TO POST W/(2)-1/2"0
STL.0-BEAM
THRU-BOLTS
?,OFESS/p-'( SO. POST
RANCHO CUCAMONGA. CA (951) 741-2107
$ C'qq4f
HORIZ WIND =
Fy, BEAM TO POST
CONN.
REVISED BY: K.K. 8 D.P.
r �
90, 100 8 110 MPH
N0. 37948 r' rmr
+� #12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM .
FLANGE
ROOF PANEL
4"x3" ALUM."I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. -r
BRACKET TO POST.
POST, SEE SCHEDULE --
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
B�'M
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
SPLICE DETAILS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales®dumium.com
DOUBLE RAFTER CONNECTION . DETAILS
DRAWN BY: K.K.
LATTICE BEAM TO POST CONNECTION
LIVE LOAD =
BEAM -SPLICE TO'"-_
/
1 1!2" OR 2"LATTICE #8 S.M.S.
�
' 5/8" 0 PLASTIC
�'Y OCCUR DIRECTLY -OVER
ALTERNATE 1/2" DOUBLE RAFTER-
BOLT CONNECTION PLAN 2
LATTICE
�+ I POST. NOT PERMITTED PLUG WHERE
j 2 -PO ST UNITS SCREW IS INSIDE ..
6 SCREWS
DURALUM PRODUCTS, INC.
ALTERNATE:
PER SIDE I
#14 SMS MAY
RANCHO CUCAMONGA. CA (951) 741-2107
CONNECTIONS
4 #14 S.M.S. EACH
8269 ALPINE AVE., SACRAMENTO, CA 95826
BE USE ASN\
--
RAFTER TO COL.
CONNECT. (8 -TOT.)
3.5"
3.5°, ALTERNATE TO
1/4"0 BOLTS
3.5"
3.5"
1..
8"BEAM
C1'6414
as°o 6'
OR EiSMS
EA. I
3"x 3"STL.POST (24")
INSERT ATTACHED OR
o I
ALTERNATE:
I I
MS EA. SIDESIDE
6 1/2" SIDEPLATE EA.
SEE POST SCHD.
3'•x 3"STL.POST COLUMN
(2)-2x6.5" OR
(2)-3"x8"HEADER
MID HEIGHT
FOR FREESTANDING
(2)-1/2"BOLT
AND BOTTOM.
'i, �.. 3"SQ. POST BETWEEN SIDE PLATES
_
�
I- 'BEAWTO'TOST CONNECTION��
2"x 6.5" SIDEPLATE
-,=- J
POST-SCH'EDULE'r 21
DBL. RAFTER / DBL.. CONN. 9
c-
-HEADER
�±
.3" SQ. x 024".t (2)72",x 6.1/2" x 02,4" 3" SQ. x.024" + (2)-2" x 6 1/2" x.032"
W) (6)-#14 S.M:S: EACH SIDE. ❑2 W/ (6)-414 S.M.S. EACH SIDE.
USE ON CONC.-SLAB_ONLY USE ON CONC. SLAB ORF 0 OTING.
SHEATHING MAY 0 1008
`)
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
SS
FE /0
Q� \
2"x6" LEDGER (EXIST.)
1. CgyA
cn PS
X
w3/8" LAG SCREW C1� �►�
2"x6.5" OR 3"x8" RAFTER
2�
�
ALTERNATE: 1/2" BOLT
�
NO.
` I '.
� Exp. 3131/09
ALTERNATE:
-� 2): #10 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
AL I tRNA I E'
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"xTW.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #10 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN 20
EXIST.
CO OR EQUAL
PENN—IN-10 VVUUU FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 8 30 Psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
CONNECTIONS
HORIL WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 13 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 110 MPH
(916) 452.7021 FAX 403.1519 sales@dumlum.�om
s
MAG BEAM
DRAWN BY, - —
6.5" ROLLFORM
4" I—BEAM
MAX.POST
SPACING
4.5" /
MAG GUTTER
>
FREESTAND
ATTACHED
FTG.POST
(IN.)
MIN.
ITYPE
FTG.
(IN.)
MIN.
POST
TYPE
cf
9 �2_:
Z)o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
F
SPACING
ON SLAB
SPACING
SPACING
SPACING
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG.MIN.
24
F—
13'-3"
28
(IN.)
POST
TYPE
(IN)
POST
TYPE
26
(IN.)
POST
TYPE
(IN.)
POST
TYPE
28
(IN.)
POSTPOST
TYPE
(IN.)
TYPE
4'
17'-0"
14'-6"
28
F
22
B
19' '
33
G
24
B
15'-2"
28
F
22
B
27
B
9'-10"
26
G
26
B
10
26
G
27
B
9'-5"
26
G
27
B
5'
13'-7"
13'-0"
28
F
23
B
18'-0"
28
G
25
B
13'-6"
28
F
23
B
H
28
B
10'-3"
28
H
29
1„
8'-4"
28
H
28
B
10'-0"
28
H
29
6'
11'-4"
11'-10"
26
F
23
B
16'-8'5,
28
G
26
B
121-4"
28
F
24
B
28
H
30
B
7'-7"
28
H
7„
B
9'-4"
28
H
31
B
7'-4"
28
H
7'
9'-8"
11'-0"
26
G
24
B
1514'-5„
28
G
27
B
11'-5"
26
G
24
B
7'-0"
33
H
30
B
8'-10"
33
H
32
B
8'
8'-6"
10'-3"
26
G
24
B
14' s"
28
G
27
B
10'-8"
26
G
25
B
-6
13''
9'
7'-7"
9'-8"
26G
25
B
;'2
28
G
28
B
10'-1"
26
G
25
B
s
10'
6'-9"
9'-2"
26
G
25
B
12'- i
28
G
28
B
9'-6"
26
G
26
B
11'
6'-2"
8'-9"
26
G
26
B
12'-1'1
28
G
29
B
9'-2"
26
G
26
B
V-15"
12'
5-8"
11'-9"
26
G
29
B
13'
5'-2"
11'-3"
28
H
30
B
10'-7"
14'
4'-10"
1o'-1
28
H
30
B
10'-3"
15'
4'-6„
10'-6"
28
H
30
B
0"
16'
4'-3„
10"-2"
28
H
31
B
9'-6"
17'
4'-0"
9'-10"
28H
31
B
9'-3"
18'
3'-9„
9'-7"
28
H
31
B
19'
3'-7"
9.-
33
H
31
B
20'
3
33
H
32
B
-4
1
8,_7„
MAG BEAM
DRAWN BY, - —
3" SQ. STEEL
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.POST
(IN.)
MIN.
ITYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
14'-0"
28
F
22
B
15-2"
28
F
22
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
11'4"
26
G
25
B
12'-7"
28
G
25
B
11'-1" -
26
G
25
B
12-0"
26
G
26
B
10'-5"
26
G
26
B
11'-7"
26
G
27
B
9'-10"
26
G
26
B
11'-2"
26
G
27
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
9'-0"
26
G
27
B
10'-6"
26
G
28
B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
8'-4"
28
H
28
B
10'-0"
28
H
29
B
8'-1"
28
H
28
B
9'-9"
28
H
30
B
7'-10"
28
H
29
B
9'-6"
28
H
30
B
7'-7"
28
H
29
B
9'-4"
28
H
31
B
7'-4"
28
H
29
B
9'-2"
28
H
31
B
7'-2"
33
H
29
B
9'-0"
33
H
32
B
7'-0"
33
H
30
B
8'-10"
33
H
32
B
POST F MAX HT.= 8' FREEST ' \ Mp
0 - • eF y'MAI 3 0 ?(lQ6
Act
OP �` A'I FOOTNOTE: "SAMPLE"
co _ N� : ,,p *') FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
r Iv_ \
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY, - —
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07A674
DATE: 1012 2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. & D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
90,100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 14 OF 29
10 # L.L. 90 MPH
(916) 452-7021 FAX 403.1519 sales®tlu2lum.com
X1,0# L.L.90 MPH, FREESTANDA ATTACHED OPENTATTICE1PATIOS12' OR LESS -EXP. B &`C
H H
7 p
m
O z m
v-
Uy
a z
g m O
sj
3 SQ.
STEEL
BEAM
JOB NO. GF07-0674
DBL. 3"x8"x.042
DATE: 10/2312007
„ BEAM
POST SPACING TABLE
FREESTANDING
DBL.2"x6.5"x.032"
OR-3"z8"BEAMS
BEAM
SCALE: NONE
3"x8" BEAMw/INSERT
AND ATTACHED
WIND =
6269 ALPINE AVE.. SACRAMENTO, CA
REQUIRED HEAENOR
ALLOWABLE
H
p p
m
I-
MINIMUM
NO.
OF
FOOTNOTE:
POST
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FOR DBL.
2^ x 6.5x.032"
MAX:POST�
SPACING
-FOR 3" x 8"
BEAM
FREESTAND
ATT!
1 (
MAX.POST
SPACING
FREESTAND
ATT.
POST
TYPE 1
POST TYPE
2
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)�
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
4'
25'-4"
17'-4"
28
G
22
23-103, 2,
33
G
23
16 5' 7„
164"16' 4"
28
G
20
32 301, o„
33
G
27
6'
2
2
2.
2
t''
20'-31
16'-1"
28
G
23
21 20'-8„
33
G
24
14'-83'-11"
14' 8" 14'-8'1
8j
28
G
X21
28'-7; s
33.
G
28
�,
2
2
2
2
6'
16'-10"
15'-2"
28
G
24
19'-6"
18'-10'
33
G
24
13'-4"
12'-8"
13'_4„--
13'-4"
28
G
- 21
26'-2”
25'-4"
33
G
28
8'
2
2
2
2
7'
14'-6"
14'-4"
28G
25
18.1"
17' 6"
33
G
25
12'-4"
1'-9"
12'-4"
12,_4„
28
G
22
24,_2„
33
G
29
9'
2
3
2
2
8'
12'-8"
13'-9"
28
G
26
76' -TO -7'
28
G
25
11'-7" '-O
11'
11'-7"
26
G
22
22'-81,-11
33
G
30
10•
2
3
2
2
9'
11'-3"
13'-3"
28
G
26
15'-1
5'-5"
28
G
26
10'-1
10'-4"
10'-1 '
10'-1
26
'
G
23
21'-4"
0,8„
33
G
30
1 t'
3
3
2
2
10'
10'-2"
12'-9"
28
G
27
14'-8"
28
G
26
10'x"
-10"
10'-4"
10,4„
26
G
23
20'-3"
9,_7„
33
G
31
12,
3
3
2
2
11
9'-3"
12'4"
28
G
28
14'-5"
13'-11"
28
G
27
9'-10"
g' 4"
9'-10"
9'-10"
26
G
24
19'-4"
33
G
32
13'
3
4
2
2
12'
8'-5"
12'-0"
26
G
28
13'-9"
28
G
27
9'-5"
9'-5"
9'-5'
26
G
24
18'-6"
33
G
32
14'
3
4
2
2
13'
T-9"
11'-8"
28
H
29
12'-10"
28
H
28
e'-1
9'-1
28
H
24
17'-9"
1 7'-2"
28
H
32
15'
3
4
2
3
14'
7'-3"
11'-5"
28
H
29
12 2 �„
28
H
28
8--g"8--41,
-g 8' 4"
8 -9 8' 9„
28
H
25
17 g'-7"
28
H
33
16'
4
4
2
3
15'
6'-9"
11'-2"
28
H
30
12 4
11'-11'
28
H
28
8'_5„
8' 0"
8'_5„
8'-5"
28
H
25
16,-9„
28
H
33
17'
4
5
2
3
16'
6-4-
10'-11"
28
H
30
11'-11"
28
H
29
8'-2"
8'-2"
28
H
25
16'-0"
28
H
34
18'
4
5
2
3
17'
S'-11"
10'4"
28
H
30
_7
1'-2"
28
H
29
7'-11"
7'-6"
7'-11"
T-11'
28
H
25
15 6
, 5' 0"
28
H
34
19'
4
5
3
3
18'
5'-8"
10'-6"
28
H
31
0'-10"
28
H
29
7,_8„
7,�„
7'-,8"
7.8
28
H
26
15,_1„
14'-7„
28
H
34
20'
4
5
3
3
19'
5'-4
10'-4 "
33
H
31
11 0
10'-7"
33
H
29
T-6"
7,-6„
33
H
26
14'-8"
14'-3"
33
H
35FOOTNOTE:
SPACINGMUSTOF
SLAB
MIN.
SPACING
POST
EXCEED
20'
5'-1"
10'-2,.
33
H
31
10-8
10,-4„
33
"7�
s'-11"
7�
7,�„
33
H
26
14
3'-10"
33
H
35
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 ONL
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
�o
�c
MAY 3 01008
r m
FOOTNOTE:'
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING!
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL & AS IATES. INC.
L� TTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
WIND =
6269 ALPINE AVE.. SACRAMENTO, CA
SHEET 24 OF 29
REVISED BY: K.K. 8 D.P.
10 M L.L. 90 MPH
90,100 6 110 MPH
0,100
ralui
(g 161 452-7021 FAX 407-1519 sales(djduralum.com
30# L.L: 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
(r
O o
r
O Z
0 -
a z
2 In 0
7" I -BEAM
110 MPH
DBL. 3"x8"x.042"BM
EXB&C
DBL.2"x6.5"x.032" BEAM
OR 3"x8'BEAM
EXB&C
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
I
ATTACHED
MAX.POST
SPACING
AND ATTACHED
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG
(IN.)
POST
TYPE
FTG
(IN.)
POST
TYPE
FTG.
(IN.)
POST
TYPE
FTG
(IN.)
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
�G
(IN.)
MIN.
POSTPOSI
TYPE
FTG.MIN.
(IN.)
TYPE
4'
6-2"
19'-5"
37
J
24
F
11'-9"
32
J
22
B
8'-0"
8'-4"
28
J
19
B
15'-9"
32
J
22
C�/,
5-
4'-10"
17'-4"
32
J
25
F
10'-6"
32
J
22
B
7'-2"
7'-5"
28
J
20
B
14'-1"
32
J
23
5/
6-
4'-0"
15'-10"
32
J
26
F
9'-7"
28
J
23
B
6-6"
6'-9"
28
J
21
B
12'-10"
32
J
24
C�
7'
3'-6"
14'-6"
32
J
26
F
8'-11"
28
J
24
B
6-0"
6'-3"
26
J
21
B
11'-11"
28
J
25
c
6'
3'-1"
13'-9"
32
J
27
F
8'4"
28
J
24
B
5'-8"
5'-10"
26
J
22
B
11'-2"
28
J
25
E/
91
13'-0"
32
J
27
F
7'-10"
28
J
25
B
54"
5-6"
28
J
22
B
10'-6"
28
J
26
EX
10
12'-3"
32
J
28
F
7'-5"
28
J
25
B
5'-0"
5'-3"
28
J
23
B
10'-0"
28
J
26
E
11'
11'-9"
28
J
28
F
7'-1"
28
J
26
B
5'-0"
28
J
23
B
9'-6"
28
J
26
E/
12'
11'-3"
28
J
29
F
6'-9"
28
J
26
B
28
J
27
E�/,
13'
10'-9"
32
K
29
F
6_6"
32
K
26
B
8'-9"
32
K
27
E�/
14
10'-4"
32
K
30
F
6'-3"
32
K
27
B
8'-5"
32
K
28
X
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B u FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B
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. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
MAI 3 01008
-SAO)
No 37 r Z
EXp' 3/3j/77,-w
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
SOLID
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(9161452-7021
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORI2. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. 8 D.P.
an d i i � �� �nou
90,100 8 110 MPH
FAX 403-1519 salasfldurziumcom
SHEET 23 OF 29