09-1182 (PAT)0
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
T-ityl 4 4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
0 9-0 00 01182
Property Address:
81919 PRISM DR
APN:
764-360-046- - -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
MEDIUM DENSITY RES
Application valuation:
9629
Applicant: �,t Architect or Engineer:
aip
v -
---------------------------- - ---------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 [commencing with
Section 7000) of Division 3 of the Business and Professional ode, nd '
my cense is in full force and effect.
License,cllas : C51 en 379
te: /,r tractor: r
OWNER -BUILDER DEC RATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason ISec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to Its issuai ice, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by _
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work; and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively 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.).
(_ 1 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 ISec. 3097, Civ. C.).
Lender's Name: f
Lender's Address: I '
LQPERMIT
Owner:
MCKENNA THOMAS H/SALLY M
81919 PRISM DRIVE
LA QUINTA, CA 92253
Contractor:
LA QUINTA PATIO COMPANY
40133 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: 11/13/09
-----------------------------------------------
WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN 'INS Policy Number WSII002541901
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' comp sation provisions of Section
3700 of the Labor Code/ II forth ply ith those visions.
plicant: v
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN ,
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to mply with all
city and county ordinances and state laws relating to building construction, and hereby authoriz resentatives
of this
sccourt y to enter upon the above-mentioned inspect' p oses.
Dom! « 0%nature (Applicant or Agent):
Application Number . . . . . 09-00001182
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 117.00 Plan Check
Fee
76.05
Issue Date Valuation
. . .
. 9629
Expiration Date 5/12/1.0
Qty Unit Charge Per
Extension
BASE FEE
45.00
8.00 9.0000 THOU BLDG 2,001-25,000
72.00
----------------------------------------------------------------------------
Special Notes and Comments
(2)ALUMAWOOD LATTICE PATIO COVERS AT
REAR AND OVER FRONT COURTYARD. 2007
CODES
----------------------------------------------------------------------------
Other Fees . . . . . . . ... BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.96
Fee summary Charged Paid Credited
---------=--------------------
Due
---------------------------
Permit Fee Total 117.00 .00
.00
117.00
Plan Check Total 76.05 t.00
.00
76.05
Other Fee Total 1.96 .00
.00
1.96
Grand Total 195.01 .00
.00
195.01
LQPERMIT
Bin #
City of La Quinta
Building &- Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit #
La Quinta, CA 92253 - (760) 777-7012
`��
Building Permit Application and Tracking Sheet
Project Address: 61-f / {P/2154 K ,� Owner's Name: C K �,iigA/!�i
Address: � K-
A. P. Number:
City, ST, Zip: Z-* �(/tJl e-,#- y �Z �3
Legal Description:
Qui7 -,Pr P�r( v'5' Telephone: 7& 77f -
Contractor: L14 A.)
Address: //o - (3 3 C/+ LL I^ p A T)LA-bA Project Description:
City, ST, Zip: I O
Telephone: 7 6,9 - 5- 7 4 - � O `{ 3
t��i 2j TD
-T 3 7 C
City Lic. #: 99 �P S C •FJ �i��
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:
/ w C) (, F Sq. Ft.: `l
#Stories: # Units:
Name of Contact
7 " 5 -7 &1 A-(3 Estimated Value of Project:
Telephone # of Contact Person:
APPLICANT: DO NOT WRITE BELOW THIS UNE
PERMIT FEES
TRACKING
H Submittal Req'd
,
Rec'd /I Amount
tem
Plan Check submitted
Plan Sets
Plan Check Deposit
Structural Calcs.
Reviewed, ready for corrections
Plan Check Balance
Truss Cates.
Called Contact Person
Construction
Plans picked up
Energy Calc -s-
Mechanical
Flood plain plan
Plans resubmitted
Electrical
21' Review, ready for corrections/issue
Grading plan
Plumbing
Subcontactor List
Called Contact Person
S.M.I.
Plans picked up
Grant Deed
Grading
H.O.A. Approval
Plans resubmitted
Developer Impact Fee
''' Review, ready for corrections/issue
IN HOUSE:-
A.I.P.P.
Planning Approval
Called Contact Person
Date of permit issue
Pub. Wks. Appr
School Fees
Total Permit Fees
11/13/2009 15:16 FAX 917607776119 IaOO 1/002
hl
Trilogy
Trilogy at La Quinta Maintenance Association
November 12, 2009
Thomas H, Jr. & Sally M. McKenna
81919 Prism Drive
La Quinta, CA 92253
Property Address; 81919 Prism Drive
Dear Mr. & Mrs. McKenna:
CONDMONAL APPROVAL
We are pleased to inform you that your plans for installation of. an ,attached patio cover, received on
11/11/2009, have been approved by the Design Review Committee per your submittal with the following
condition(s): 1, 2, 3, 4, 5, 7, S and 19 (see attached copy).
This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build
on any property other than that of the applicant. This approval is related solely to the items reserved for
approval by the CC&R's in accordance with the Architectural Guidelines. The approval does not extend to the
quality of work done by your architect, or contractor, or to any structural engineering, soils engineering, or site
grading and drainage design. You are urged to obtain . the services of . a state licensed . professional for
consultation as needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications'to ensure .
compliance with building codes, or other local or state laws, Please be advised that this approval does not
relieve you from obtaining any necessary building permits from the governmental agencies involved to erasure
compliance with these codes. Any violations of these ordinances will be your -responsibility to correct. 'thank
you for your patience in this matter and for complying with the Association's policies and standards.
Sincerely, ;
For the Design view Committee
Barry Stere CCAM, CMCA
Association Business Manager
Enclosures
cc: Board of Directors
Design Review Committee
Professionally Managed by Acrton Property Management, Inc.
60-750 Trilogy Parkway, La Quinta, C.4 922S3-7717
760-777-6059 800-400-2284 760-777-6097 fax
www,actionlife.com
11/13/2009 15:16 FAX 917607776119
TRILOGY AT LA QUINTA
CONDITIONS OF APPROVAL
1a002/002
H2O;:
Property Address: 1 _1� 9 Pr,
Date Reviewed: I JaLoi�
KAAMOMTIONS1Trll W N la C6In14M"ITfiCTURALWRO Form=vd Vora cl Apptovd
maintain the existing drainage.
9
. Maintained positive drainage in accordance with the Trilogy Design Guidelines (Section 3.8).
10 The screen door must be the color of -the house stucco or be black.
11
If underground drainage is installed, the drain needs to terminate in the grass swale and be flush with the turf
12
Pool, spa, fountain., and air conditioningequipment set backs must comply with qty of La Quinta codes. All
equipment shall be located, screened, or recessed in a manner so as to not be viewable from any lot or street
and tluemoiae.from the equipment attenuated fro the adjacent property owners. Pool set,badk$.4n;,61' for
I hardscane and 18 11 for wata line.
13
IThe color of the proposed concrete is natural of a neutral tone.
14
Rear yard may not exceed 70% hardscape and must have a minimum of 30% softscape, measured from the rear
; building face of wall to the side property lines.
15
Proposed planting meets with the Trilogy Rear Yard Minimum Planting Requirements standards and all plants
ace included on the Revised Approved Plant List contained in the Design Guidelines.
16
The proposed wall or iron work to match the existing developer retaining wall in material, style and color or
shall be the Frazee Paint colorspecified in the guidelines.
17
Replace block wall pet Shea Homes standard block wall specification, if removing any portion of block wall to
sin access to rear or side yard (requires inspection of rebar before cap is installed).
1$
1 Refer to Exhibit "F" in the Design Guidelines.. (Block Wall Design).
X 19
1 When work is completed, please submit Notice of Completion form attached!
20
1 Make sure rear yard property line pins (markers) remain during construction (applies to golf course lots only)
21
JAII contractors must meet.the Association representative prior to commencing construction.
22
lResubmit showing drainage flow/plans.
X 23
See notes on plans (if any)
X 24
An independent irrigation controller must be used for the rear yard, it cannot be tied into the front yard.
Notes
KAAMOMTIONS1Trll W N la C6In14M"ITfiCTURALWRO Form=vd Vora cl Apptovd
SIDEWALK
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
DRIVEWAY APPROVED
FOR CONSTRUCTION
DAT
GARAGE p CASITA
ENTRYr15'-11"
0
O
C
A 9'_4'
v
8'-34"
III I I81919 PRISM
PROPOSED ALUMAWOOD OPEN LATTICE SHADE STRUCTURES
EXISTING HOUSE
46'-9"
14'
16'-5"
BACK YARD
:)PERTY LINE "
EXISTING
CONCRETE
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
May 7, 2009
Building Official
Local Authority Having Jurisdiction
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. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International 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. and 2005
Aluminum Design Manual, ADM=01 and ADM -05.
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 work 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- me <at (951) 741-2107 or at ticampbell(aD.charter. net. should you
require additional information.
Sincerely,
Tom Campbell, PE
N10. 37W
Exp. �_,
CNI
Site Information ,
I t
Owner's Name (;
Address
City/Town -- - -(�1t� . ay);i T-/+
State Zb
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
AP70ES�H THE 2006"INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE.
NIMUM•DESIGN_LOADS FOR BU ILDINGS.AND-OTHER-STRUCTURES-AN D THE-2000-&-2005'ALUMINUM-MANUAL ADM-1-00-&-l-05-RESPEC:
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.
B. 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 TI IAN ONE (1).
MATERIAL SPECIFICATIONS:
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.
nirr.l- AM= IAITM flUAAI(_`CADI C I INII CQQ n-rWr_D\A/ICC KInTCll
CD ( .
� No. 37
Exp. 3 ;2 I 1
CJVJI_
�rIn
DESIGN LOADS:
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 B 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 B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
IVV 1 LJ. /-ILL VVIVIr VIVLIV
1 V r\I\L it � •.vr�
,.r�vv v .. ,.-. ......� ..... . ��
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5I05I2009
CTU ENGINEERING
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RESIDENTIAL
GENERAL NOTES
10, 20 & 30 ps(
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 30
SCALE: NONE
7AL
RANCHO COCA ONGA. CA
An VMIR1'In MPH
ia-1-aim, rnm
fAlAl AF9-7n97 FAM AM-1Fi
REVISED BY: K K. 8 0 P
SEE
MAX. PROD.
SEE SCHEDULE
MAX. O.H. n L/
2M SPAN
SEE SICHEI
T
OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH -ANY -OTHER
COMPONTENT UNLESSOS_HERWISE-SHOWN.
OPEN LATTICE -TYPE PATIO COVER
SCALE:NTS
I `TYPE "E -_ATTACHED SINGLE 7SE
RAFTER, SEE TABLE MAX. PROJ.
FOR SIZE SEE SHIP
L
AND SPACING
MAX. O.H. O.H
25% OF SPAN
HEIGHT
LENGTH OF STRUCTURE VARIES
m
OPEN LATTICE TYPES
MAX. PROJ.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
MAY NOT BE ENCLOSED OR COVERED.
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
z5ge0 OR.c. 25 OFOSPAN -
HEIGHT
POST VOTH SIDE-
PLATES SEE DETAIL �� I / I LENGTH OF STRUCTURE VARIES
SLAB ATTACHMENT
MAY BE USED WHEREf
PERMITTED.'
FFTge�gC/,t,G
F
SEE SCHEDULE
c Imo.. ✓�
OTE: EACH COMPONENT IS INTER-
., FOOTING WHERE REQUIRED.
SEE SCHED- FOR -FOOTING C)J Q _FES
GEABLE WITH ANY OTHER a
TENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STR
MAY NOT BE ENCLOSED OR,
�TTICE STRU�CTP
TYPE "F" ATTACHED MI
_.
~
r tgAY 0 n 7009
LLJ No. 37
♦i
48 MAX. PROJ,
NOTE: THIS OPEN LATTI .
MAV NOT BE ENCLO E EOtCfERED'
/� `I
V A cI V %
SEE SCHEDULE
1_
RAFTER,
FOR SIZE
_w�� AND SPACINGSEE LE
HEIGHT
III POST WITH SIDE-
ul'llllillll PLATES SEE TAIL
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
a MAY NOT BE ENCLOSED OR COVERED.
C
—POST CROSS-SECTI
LENGTH OF STRUCTURE VARIES
\ /
//
'OO
SFF
SEE POST DETAI
\/
POST CR
SS -SECTION.
IL
rgSpgCl n -c
pOS
sFP
SEE POST DET
3 1/2" SLABe�F
As<4C/ c
B F N
SLAB
NOTE: EACH COMPONENT IS INTER-
pDST MAY E USED
TO CONSTRAIN
MAY USED
MAY
CHANGEABLE WITH ANY OTHER
sFF sp
T '9C/ FOOTING. SEE
�<F NG
EACH COMPONENT IS INTER-
p0
sTsp
F CONSTRAIN
N
EE
COMPONTENT UNLESS OTHERWISE SHOWN.
SCHEDULE
CHANGEABLE WITH ANY OTHERNOTE:
sF
FTgeCFGING I
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" SINGLE SPAN LATTICE STRUCTURE
TYPE IIHII FREESTANDING MULTISPAN L
TTICE STRUCTURE
TYPE FREESTANDING
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
OPEN LATTICE
LIVE LOAD-
10, 20 & 30 pst
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE', 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES'
HORIZ. VAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90.100 & 110 MPH
1R1R1 457-7n71 FAX M'i-151R calPclnlA, rtal��m rnm
REVISED BY, K K. & D P
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SOLID PANEL TYPES
ATTACHMENT CHANNEL
SEE DETAIL AIVO SHAD OF STRUCT
THE PROJECT pN IFLESS TH RIES
\ ENCLOSED
SEE DETAIL FOR SPLICE
POS OPTIONAL: CANTILEVER BEAM go
SQ. POSTS, SIZE VARIES SEPA
ES SCHEDULE
NEpULF3 SE POST SPACINGR x =
O.H N'�
3 1/2" SLAB ATTACHMENT 25=
NO TO -2 m
MAY BE USED WHERE ALTERNATE: OFSp &_GIV EED
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
W NOTE: NSPLICE AT THI��
f POST ANDD ASD BAYS. oQFESSI
FOOTING WHERE REQUIRED ✓ Q``
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS Ily
CHANGEABLE WITH ANY OTHEFi'(�
COMPONTENT UNLESS OTHEW OWN.
-rvnE7 ]'All AT-rArUcn CINI(,I P CPANI %A//(:ANTII F\/FR'_ ION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
}�0
"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 L<
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SO. POSTS. SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
ATTACHMENT CHANNEL
SEE DETAILS
MIN. 0.25" SLOPE PER FT.
DOTING WHERE REQUIRED _/
��
SCHEDULE FOR FOOTING CUBE SIZE
MAY 0 6 2009
— "n" nT-rAf�LJ17P'1 AA
ENGTH OF E 5 ALUMINUM
ST/3UCTURE Cfv'� ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
(AIA y NOT Be ENCLOSED) OH—
\ \ frt I
cv AN.
POST
OPTIONAL: CANTILE
'EESPA CING
SHLS
SEEOR
r
POST SPACIN
x
ONOT
H'
ALTERNATE:
25j OFg AxNCEED
SINGLE POST
MAY BE USED
SEE SCHEDULE
TO CONSTRAIN
NOTE,NO SPLICE AT THIS
11 POST AND AT END BAYS.
"O.H." NOT TO EXCEED 25%
OF SPAN
FOOTING WHERE REQUIRED --/ t'
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
DRAWN BY: K.K. TOM CAMPBELL& ASSOCIATES, INC.
DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107
REVISED BY' K K & D P
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
LENGTHC ST
.H. RUCT URE VARIES
(Mqy
NpT BE ENCLpSED )
B
I "�'qC
EE SkEOU�EPST
SEE DETAIL FOR SPLICE -
BEAM
r
SQ. POSTS, SIZE VARIES
x
O•H.NpT
3 1/2" SLAB
MAY BE USED
iv
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED --/ t'
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
DRAWN BY: K.K. TOM CAMPBELL& ASSOCIATES, INC.
DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107
REVISED BY' K K & D P
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
LENGTHC ST
.H. RUCT URE VARIES
(Mqy
NpT BE ENCLpSED )
B
I "�'qC
EE SkEOU�EPST
SEE SCHEDULE FOR
SPACING
S
O•H.NpT
ALTERNATE:
25j OF SP EXCEED
SINGLE POST
SEE SCHEDULE
ITHIS
NOTE
NO SPLICE
11 POST
r4D AT END B/iYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
SOLID PANEL 10, 20 & 30 psf DURALUM PRODUCTS, INC.
STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 1 SHEET 2 OF 30
90. 100 & 110 MPH lfQjRjds?.7n?i cnx enz-iFiP
ER-SRAN.S: FOR OPEN LATTICE COMMERCIAL &•'PATIOS
!-,i0�ni) l'.t�ii� s/�Cq r� �f�annx.—��'�+•��!
024"
—�
032".024"
.042" ; y
Tm
ALUM. ALLOY 3004-H36 / �•- ,
OR EQUAL U I Flo. 3798
\, Exp.
ALUM. ALLOY 3004-H36
*SEE NOTE BELOW S C �L OR EQUAL
DBL: 21/2!`RAFTER
I90t100 & 110 MPH L:L.="T'"�'� '90`T00 8 110 MPH
(PSF) (IN.) o EXPOSURE B& C o EXPOSURE B& C
16" 14,_11„ ,.024 16 21,_1„
r.024� — . 24" 17'-2"
yam.. 24"" 122„ 10
16" 20'-1" . 16" 28,_6„ s.
10 (0'3;',r _�.�.� .032
24.. 23._3.,
16 24'-10", i .024 16 15,_3„
.042
24'. .20,_3„ 20 24" 12,_5„
x
16" 10,_10„ w 032 16" 20,_7„
.
Z.
n'
- TRIBUTARY= '
TRIBUTARY
WIDTH 12 SPAN 41 O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
90/100/110 MPH EXPOSURE B & C
r
.024
24„ . 16'-10" '
3-0... 8.0"
CLEAR SPAN
(FT.)
24" 8'-10" �
y16"
GATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
.042"
'
O.H.
ALUM. ALLOY 3004-H36 '
.032
.042
024 24„ 11,_2„ 30 24" 15.1 15.1„ 15.1
OR EQUAL
14 15
16
24„ 11'-11" 30
18
SEE NOTE
BELOW
21#,
0,
3. 4 4
rn a5
c
,m 8
m o
3 x 8" RAFTER
_
(PSF)
(IN.)
90 & 100 MPH
110 MPH -
EXP. B & C
.024
EXP.0
1'
4 5 "5
6 6
16"
28,_5„
-8 9
27,_8„
_
16., 13,_1„
10
-
' 10
.042
-
* NOTE: S.INGL-ETRAFTERS SPACED 16" O.C. MAY BE USED AT 32" O:CrWHEN-DOUBLED '
24"
23,_2„
r23'-2"
22,_6„
9
9 10
.,.i.:.-.;...• :=ti:� : --�. � PROJECTION
s
11
11
12
,_-,...��.,.....
16" 16'-2.. - — SPAN -
O.H. t .
13"
3'
042
I, •
9 9
10
10 11
24" 13,_2„
16"
20.6„
20,_6„
20,_6„
14
4'
042
9 9
24"
18,_9„
18.9„
16.9„
13
20
14
'14
Z.
n'
- TRIBUTARY= '
TRIBUTARY
WIDTH 12 SPAN 41 O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
.024
24„ . 16'-10" '
LIVE LOAD =
CLEAR SPAN
(FT.)
24" 8'-10" �
y16"
GATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
16,. 14, 7„ 13,_9„ 16" 18,_8„ 18,_6,. 18'-6"
10, 20 & 30 psf
O.H.
20
.032
.042
024 24„ 11,_2„ 30 24" 15.1 15.1„ 15.1
13
14 15
16
24„ 11'-11" 30
18
19
16" 18,_0„ 16" 18'-6^ _
21#,
0,
3. 4 4
.042.02
24" 14 _8„ 24„
7.
7- 8.
.8
16" 9'-8"
9
-10-
.024
ri11.-
1'
4 5 "5
6 6
24" T-11"
t
8
-8 9
9
_
16., 13,_1„
10
30
.032
* NOTE: S.INGL-ETRAFTERS SPACED 16" O.C. MAY BE USED AT 32" O:CrWHEN-DOUBLED '
2'
5 6 6
7 7
24 10-8 AND SINGLE RAF_TERS.SPACED.24:O:C.;MAY-BE USED AT 48':O.C. WHEN DOUBLED
'
9
9 10
.,.i.:.-.;...• :=ti:� : --�. � PROJECTION
s
11
11
12
,_-,...��.,.....
16" 16'-2.. - — SPAN -
O.H. t .
13"
3'
042
I, •
9 9
10
10 11
24" 13,_2„
Z.
n'
- TRIBUTARY= '
TRIBUTARY
WIDTH 12 SPAN 41 O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE,
LIVE LOAD =
CLEAR SPAN
(FT.)
GATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
O.H.
6 7 8
d9 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.E
ri11.-
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
14
14
15
15
16
Z.
n'
- TRIBUTARY= '
TRIBUTARY
WIDTH 12 SPAN 41 O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
'DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
COVER SYSTEM AS MFG. BY:.
GATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
LPATIO
ALUM PRODUCTS, INC.
SCALE: NONERANCHO
CUCAMONGA. CA (951) 741.2107
AFTER SPANS
HORIZ. NAND =
ALPINE AVE., SACRAMENTO, CA 95826
SHEET 7 OF 30
REVISED BY' K K & D P
90. 100& 110 MPH
esavmt rax em-tsro
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
IT
24"
24" TRI -"V" PAN
L.L.= PSF 90- MPH 100- MPH 110- MPH
10 #14 S.M.S. #14 S.M.S. #14 S.M.S.
20 #14 S.M.S. #14 S.M.S. #14 S.M.S.
30 #14 S.M.S. #14 S.M.S. #14 S.M.S.
-IZ-- X 3 lIZ VV rrAlvIZ—L_
L.L.= PSF
90- MPH
100- MPH
110 -MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
P,1AY 0 0 2009
~ No. 37948
A�Exp . 1
A civ \-1, A.
0"
L.L.= PSF
90- MPH
100- MPH
110 -MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 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 =
to, 20 a 3o pst
COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: SIOSI2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
HORIZ WIND =
JPATIO
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90. 1008 110 MPH
rciA1 asti7mi Fax am.�sm camc(nld�rtalum mrr,
REVISED BY' K K R O.P.
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
1.5 "
t= 0.04"
ED o b WALL
N M m FASTENERS
1.75' O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \�
.0102))90" .1—
DIA.
N o 563" .281"
ri
ALUM.ALLOY
6063-T6
060" I 1 500" B
EXTRUDED HANGER CHIN
ALUM. PANEL OR %
LOCKS OR #8 SMS
AT EA. CONTACT
WIND AT 2x FASCIA AT WOOD STUD
DESIGN W/ SIMPSON A35 16" O.C.
B=3/8"O x 1 1/2" @ 8" O.C.
3x ALUM. RAFTER
\
L^IL
ROOF PANELCURS)
FASCIA BOARD
EXIST. EAVES, RAFTER
ALLOWABLE PROJ.
EXISTINGEAV
SEE TABLE BELOW
OVERHANG
�l
WALL CONNECTION
EXISTING EAVE CONNECTION \ 2
WALL FASTENERS
SEE TABLE
25"R .05
#14 SMS @ PANEL
LOCKS OR #8 SMS
AT EA. CONTACT
WIND AT 2x FASCIA AT WOOD STUD
DESIGN W/ SIMPSON A35 16" O.C.
B=3/8"O x 1 1/2" @ 8" O.C.
AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
C=7/16" 0 x 1 1/2" @ 10" O.C.
rCONTINUOUSA- RAIL
ROOF PANELCURS)
LL=10 LL=20 LL=30
No5o
ALLOY
E
3-T6
#14 SMS @ EA. CONTACT
w
WALL CONNECTION
O
740"
r!
I.633"
WIND AT 2x FASCIA AT WOOD STUD
DESIGN W/ SIMPSON A35 16" O.C.
B=3/8"O x 1 1/2" @ 8" O.C.
AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
C=7/16" 0 x 1 1/2" @ 10" O.C.
LL=10 LL=20 LL=30 LL=10 LL=20
LL=30
LL=10 LL=20 LL=30
No5o
.304"
E
J J K
100
BorC BorD BorD E E
E
J J K
110
D B rrD BOrD E E
E
J J K
O
M1#14
5'-10"
ATTACHMENTS
2 x 4
24" O.C.2"x6"
OR 4"
8'-3"
PANELALUM.ALL6063-T6
I.R. HANGER#14
SMS T&B
1
AT
12" O.C.
0-
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND AT 2x FASCIA AT WOOD STUD
DESIGN W/ SIMPSON A35 16" O.C.
B=3/8"O x 1 1/2" @ 8" O.C.
AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
C=7/16" 0 x 1 1/2" @ 10" O.C.
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 B rrD BOrD E E
E
J J K
nP.Sr:RIPTION OF LAG SCREW (SEE NOTE BELOW)
5'-10"
ATTACHMENTS
0-
A=3/8"O x 1 1/2" @ 12" O.C.
wa
B=3/8"O x 1 1/2" @ 8" O.C.
UjQw
C=7/16" 0 x 1 1/2" @ 10" O.C.
U) Lu N
D=7/16" 0 x 1 1/2"@ 12" O.C.
u_65
E=3/8" 0 x 4" @ EACH STUD
O
O
F=7/16" 0 x 4" @ EACH STUD
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
•K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
EXIST. RAFTERMALLOWABLEOWABLE
3/16"
DECK / RAFTER SPAN
STEEL
RAFTER SIZE
SPACING10
0
NOTE: PROVIDE WATER
LL=20
LL=30
O
O
CAUCK JOINTS AND SLOPE
T TO DRAIN
1 TYPICAL BRACKET AT EVERY 2x
1 1/4"
'_8"
13'_10"FULL
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
2" x 4"
OR
16" O.C.1'-B"
SHEET 8 OF 30
8'-8"
5'-10"
ATTACHMENTS
2 x 4
24" O.C.2"x6"
0' 8"
8'-3"
FULL
FULL OR
24" O.C.'-6"
14'-0"
9'-6"2"x8"
NOTCHED2"x8"
FULL
24" O.C.'_3"
25.0"
16'_9"
r1
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
4 -
1 - 10# L.L.=(2)#14.SMS E
Ir1/2" 20#/30#L.L.=(2)#14-SN
t�3/4,1
BRACKET
OR 1 1/2"
2" x 6 1/2" OR
. RAFTERLUM.
4" OR 1 1/2"
\EXISTING WOOD STUD FRAh
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10sf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND
(hMIN. PENETRATION INTO
EXIS111NG-WOOD�11
RAFTER,YT,O /
WALL CONN^ Ey C_ "I".
O NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
~ No.
cr
Exp.3
Y 0 6 L009
SIDE
E.A. SIDE
3/16"
8" 0
STEEL
0
1/4"0 HOLES.TYP.
0
NOTE: PROVIDE WATER
8' O
PROTECTION, METAL FLASHING
O
O
CAUCK JOINTS AND SLOPE
T TO DRAIN
1 TYPICAL BRACKET AT EVERY 2x
1 1/4"
\ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
.ENGTH
L \ 2x6 OR 2.8 LEDGER
!AFTER X\
1/Y W.S. )-#14x1 3/4"
PATIO COVER
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER WI
SAME CONNECTION'S.
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES. INC.
HANGER CHANNEL
LIVE LOAD =
10, 20 & 30 ps1
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO• CA 95826
SHEET 8 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90. 100 & 110 MPH
ra1R14s2.7mi FAx An.L151P caloe/nlr4valum rnm
REVISED BY' K K & 0 P
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
3„2-�
"'.' `-
3.00"SQ. 3.00" SQ. I I3.00” SQ.
SMS 3Q.xt=.188
032" 29"O.C. —11 -OX-- O 0"". .25
= "I
J NK
=4"SQ.xt=.188,A5"„ O LU o�/ IM.
14 R—=5"SO.xt=.188"
L TYP. •040" ALUM.
.032' .048"STEEL
,
O O 3.0".4.0" OR 5.0"
5/8" PLASTIGP LUG' 28" F E
3" SQ. ALUM. POST 3' SQ. ALUM. POST O 3 M. P MAG POST SQUARE
,—WI-TH::SIDE PLATES D A A _ 3004-H35 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A36 GRADE 40
(ALUM. ALLOY 3004-H36)ALUM. ALLOY 6063-T6
A653 AD 4 ASTM
ALUM. ALLOYS-,- 3.0-0 OR2
"
6063-T5 2.40" ° 1
1.375" 7/16" OHOLE 56" 2 FLANGES
� O 1.12s' 2 118" APART
0 X75" z.s"
/ %`� ° ASTM GRADE 36 STEEL I
/ 75" 75" BASE FLARES
.157..TO 3"WIDE EA.
1.60" TYP. _ _ SIDE OF FLANGES
1.5 —oleI USE FOR 3" 1
115 ALL WASH. PLATE .09OtvTYP. POST ONLY 5.50"
1%B 5/16" x 5Y," WHEN USING O. 1-7/16"0 HOLE
IN 110'MPH WIND AREA& 2-3/8" HOLES
-\ 090" BRACKET FOR 3" POSTS 2- 5/16"0 HOLES TYP. EA. SIDE
(' ALUM -'T BRACKETS STEEL "T" BRACKET 5
T=.060" TYP:
�3 -3/8" LAG SCREWS OR Ii AY 0 6 2009
43-1/4" LAG SCREWS
Q (2.5" PENE. INTO EA. STUD)ES
3"
6
ALUM. ALLOY
6063-T5
"H” BRACKET
3" x 8" ALUM. RAFT. BRACKET —\
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009COMMERCIAL
AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10.20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95828
imiRlAlo.7n7i
REVISED BY* K K & D P
90. 100 & 110 MPH
cnx A!M-1.91C cmoelnlAnml„m,-,.m
SHEET 9 OF 30
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM.-T"BRACKET USE WITH
POST TYPE B,C.D, OR E. STEEL POST ONLY:
S7EEL.'T"BRACKE7 USE vwiH ' I USE POST TYPE (3)-5/8"0 BOLTS
"T" BRACKET POST TYPE B,C,D,E.F,G,H,J OR K. 1 F. G. H, J OR K FOR POST TYPE J
Oe 3"SQ. POST W ALUM."T"BRACKET: I
3"SQ. POST 7" SD. POST I I 415„
(2) #12 $M$ EA. USE (2)-318"0 HILTI
SIDE OF POST OR KVVI OLTS OR EQUAL I I (2)-12"0 BOLTS
7 1/4" M.B. THROUGH ® STEEL. 3'9RACKE7: t2 DEPTH OF I I FOR ALL OTHER 16"INSERT
POST SEE NOTES BELOW USE (2)-3/8"0 HILTI KWIK FOOTING OR I I CONDITIONS 4 5" X .188"
BOLTS OR EQUAL 12" MIN. EMBD. I I ASTM A3'
(2)-3/8"0 HILTI "KWIK"• (2" MIN. EMBEDMENT DEPTH I I STEEL
FOR KWIK BOLTS I :•:`
BOLTS, OR EQUAL, EACH 'i: I T_O.C_ L
BRACKET TO SLAB. `•.:
MINIMUM DISTANCE TO I c7 9"S .BASE PLT.
EDGE OF SLAB = 2-1/2" G LL ASTM A572 STEEL
Lu
DE TH . n '� = 3/16"
• ,t ..SLAB SHALL BEGIN a POURED CONCRETE F w
GOOD CONDITIONFOOTING SEE NOTE w 3" SQ. POST (STL.)
1M6"
FOR SIZE (1)-12"OM.B. o OR FLUTED
3 1/2" MIN. SEE FOOTIN x9" LONG, 1" SQUARE OR 4" SQ. POST (STL.)
SCHEDULE�S*Q FROM END SEE FTGS, INSERT
OF POST SCHED. PL.S/8"THK.EXISTING SLAB3" SQ. POSTS TO CONC. FOOTING SQUARE POST EMBED. O INTO FOOTING1 t/2" 1/2"
WELDED STEEL BASE PLATE
ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE
ALTERNATE FTG. FOOTING & ANCHOR BOLTS 1. DO NOT USE ALUM. "T' PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
BRACKET WITH 3X8 BM. 9" SQ. x 5/8" B, C. D, F, G. & H
CUBE SIZE SO. 18" DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. W/INSERT, MAG. BEAM, 4" OR
18" 18" SQ. 12" BOLTS 7" I -BEAMS.
20" 21" SQ. 12" 23" & 24" CUBE (2)-1/2"0 3 1/4" 2. POST TYPE E
INSTALL WASHER PLATE, 2"X
22" 25" SQ. 16" 25" - 30" CUBE (4)-12'•0
3 1/4" >K," X 0'-5);" AT STEEL "T"
24" 28" SQ. 20" BR KET.
26" 32" SQ. 23" 31"- 34" CUBE (4)-5/8"0 4" 3. POST TYPE F HIMQ 6 2039 FREESTANDING
BASE 'PLATE ANCHOR
28" 35" SQ' 25" DO NOT USE STEEL "T"
35" - 39" CUBE
(4)J 4 3/4"
!4 0 BRACKET W/7" I -BEAM.
30" 39" SQ. 28" BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
32" 43" SQ. 30" qp - q2" CUBE (4)-3/4"0 4 3/4" t e�OFES1 (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
o ' C 9"x9"x 5/8' STEEL PER I.C.C. ESR -1917 OR EQUAL
34" 47" SQ. 32" V��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" SO. 37"
40"ILLJ60" SQ. 39" NO. 37948 rr m
42" 64" SO. 41" Exp31
44" 69" SQ. 43" i.'NI
"CUBE FOOTING W/312"SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGASLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K
TOM CAMPBELL & ASSOCIATES, INC.LIVE.LOAD
L A =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 20 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K 8 0 P
90. 1008 110 MPH
i97R1 aF7_7rot FAY ArM lA7p mm
SHFFT 10 (1F 30
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.5}-�-C'61" I GUTTER EXT. CLIP I GUTTER EXT. CLIP I I
1.79"
2.57"
II2.08"
�
.038" R.F. GUTTER
FASCIA -ALUM. O
ALLOY 3004-H36 A
6.5" ROLLFORMED
SPLICE WHERE
OCCURS —�
4.6"
2.04"
2.04" L
065"
TYP.
2.7"
ALUM. ALLOY O
6063-T6 B
4.5" GUTTER
SPLICE WHERE
OCCURS
4.6"
065"
TYP.
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
SPLICE WHERE
OCCURS
ALUM.ALLOY
6063-T6
MAG BEAM
—1 3.00" SO.
-11.00r --
Z—_.11.0
14"R
TYP. ---P 048'
28"
ASTM A653 GRADE 40
O3" SO. STEEL BEAME
3.0" I_—
r 3.. _i _ �. 6.5" 3„ 2..
r-7 I MAX.-�I
SPLICE
—� .042"
WHERE 4" 070' SPLICE WHERE .024"
occuas OCCURS .032" 6.0"
TYP. .042" 002"
.110"
TYP.
ALUM. ALLOY 0Y ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
6063-T6 O AL6063 T6J I OR EQUAL
4" I -BEAM F 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM J
3 x 8 BEAM
3.0" If 1� _
L � ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
__7
3 I 8" rZ5" MAX.MAX.'I 3" 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM l
I I II
i � .042"
I $•• 042"
T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
7.875 ASTM A653 GRADE 50
�- --.i --I,
ALUM. ALLOY 3004-H36 O ALUM. ALLOY 3004-H36 I I �� LU ~ No. 3 948 rrr
OR EQUAL OR EQUAL O 2.875" O a Ex P
']4
3 x 8 BEAM W/ STL. INSERT 3 x 8 BEAM
DBL. 3 x 8 BEAM STEEL INSERT CIVIC P
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05I2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
RAL
10, 20830 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA 741.2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 30
REVISED BY: K.K. 8 O.P
90. 100 8 110 MPH
MiA1 dta7mi PdX dn:Llfilq camcriifAi valum enm
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA • — '
( WOOD, ALUM. OR HARDBORD) 3" X 8" x .042" BEAM,
3" SQ. STEEL OR 2)-#14 S.M.S. EA. SIDE -(4) -TOT.
MAG BEAM. #14 S.M.S. TOP & BOTT. (2) -TOT.
2-#14 x 1/2" S.M.S. EACH SIDE OF 3"' #14 x 1/2" S.M.S. TOP
SO. POSJ-
EA.
(4 -TOTAL) + r & BOTT. (2) -TOT. 1 1/4"
ALTERNATE: 1/4"0 BOLT WI WASHER - _ •` _ '
EA. SIDE OF 3" SO. POST
ROOF PANEL 4" 6 1/2"
+ ' ROLLFORMED OR
1.1a, , EXTRUDED GUTTER .
.75 I - I (4)-#14 SDS @ EA. SIDE FASCIA .. ALUM. BRACKET X
'a
� _+9 1.50-1 I TOP-& BOTT. TOT.=16 #14 S.M.S. @12"O.C.. t
•� I 3" SO. POST . • e . _ `y}. 2„ 1..• - t
s 2.35" r - - _
t 6 1/2"x2"x -
r ' .024"RAFTER, »-
r 2414 x 1/2" S.M.S. EACH SIDE OF 3" - " - • • '
SO. POST (4-TOTALI _ 1 5
ALTERNATE: 1/4"09OLTW/WASHER RAFTER "TAIL" TO GUTTER
EA, SIDE OF 3" SO. POST
3" X 3" ALUM. OR • .
STEEL POST
3" SO. POST - - - :• .3.125" FOR 3 x RAFTER
OR 240" v " J: 1 Q• _ �2*1.25" FOR 2 x RAFTER
- H - BRACKET TO POST
GUTTER FASCIA
MAG BEAM 3" SO. POST .+ 1
'r 3"SQ. STL'BEAMi -- • r O ALUM. ALLOY 3003-H24' •! ALUM. ALLOY 3003-1-124 • '
6063>,T6
1.50 1.50" 1 1/2 t = .040" 3004-H36,AILUM.'
3 ,; 28".� 2
- .018" - .018"
(4)' #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER' ;
. P •1/2' MIN.
- > 2"x3" LATTICE TUBE 1 1/2" SQ. OR
T , - 2" LATTICE TUBE - O
' EFESSlpN P;iii' 0 G''����J - - _ O
.'
#8-x-20MS` 2,1 /2'` -d `
• OR 72 TYP'
3 1�p �—j I. CgA.A N p
"Allipi i 1/2" OR -2' SQ. OR -2'x3" LATTICE �t''// /
@ 3"O.C. MIN. UP TO 7-O.C. MAX. a 2.750"
w h N0. 0-1794 r m
RAFTER Exp. 3 L (4)1.4 x 314" TEK SCREWS OR (6) 410 x 3/4"TEK SCREWS
zTBRACKET TO BEAM ' • ,
LATTICE UB
E TO'RAFTER 4
• F "'BRACKET - RAFTER TO BEAM i 8
i LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. BEAM O POST 10.20 8 30 Ps, DURALUM PRODUCTS, INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT
• r SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826
100 &:110 MPH reiA1 asa.7mt vnx ann_u�a ��m.nd��rae�.,, �r...� SHEET 13 OF 30
REVISED BY: K K R D P. 90.
1
SPLICE DETAILS Q 1)
SIMPLE SPLICE
FULL MOMENT
I I I
#10 S.M.S. #12 S.M.S.
(8 TOT. TYP. THICKNESS = .035 (24 TOT TYP. THICKNEIIII
S
S =.035"
6.38"
1,"!
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDF0 OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
(6061-T6) ALTERNATE I I TO POST W/(2) -112"O
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. Ldil C -BEAM THRU-BOLTS
3" I TOTAL= (8).1/2"0 BOLTS I`'IY 1, POST
SO.
1.00" / pFESSIpN
0 0 0 /� 5 Cq�A BEAM TO POST CONN.
::, G
SPLICE WHERE 4" 2 �Ot' Q)z m 1
OCCURS —_.070" ~ No 948 m
Or-
TYP. o 0
....... ........................................... ........... ...._....... ......... ....................._..........................._._.. CI IL
#12 METAL BACKED,
ALUM.ALLOY
6063-T6 16" 1"
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.
BEAM TO POST DETAILS
(t)# 10 S.MS.@ CA.
VALLEY, TYP.
SPLICE WH
OCCUI
ALUM.ALLOY
6063-T6
7" 1 -BEAM
MOMENT C -SPLICE
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.' BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
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:
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
SPLICE DETAILS
HORIZ. WAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 12 OF 30
REVISED BY' K K R D P
90. 100 & 110 MPH
/alAl Ac,).7mi FAY Ana-1F�P—i—am—l— —
DOUBLE RAFTER CONNECTION DETAILS
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
3'k 3"STL.POST (24") ALTERNATE:
INSERT ATTACHED ORI I (2)-2x6.5" OR
3"x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
^1 I (2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
r- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
�tALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"xTW.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
LATTICE BEAM TO 1POST� CONNECTION
BEAM SPLICE TO -
OCCUR DIRECTLY OVER 5/8 -*5 IC
POST. NOT PERMITTED PLUG WHERE
f 6 C EWS I @ 2 -POST UNITS SCREW Ii�INSI
PER SIDE I #14 SMS MAY
5 5 BE USE AS _
3.5" 3.5 ALTERNATE TO
1/4"0 BOLTS
3.5" 3.5"
_. 8" BEAM
D OR E v; )l
3414 SMS EA.
SIDE 1 I 6 1/2" SIDEPLATE EA.
#14 SMS.EA SIDE �4,
SIDE SEE POST SCHED.
TOPy'MID,HEIGHT
AND BOTTOM: 3,SQ. POST BETWEEN SIDE,P_L-ATES�
BEAM'TO-POST CONNECTION
7PO:ST SCbEDOff E_� 21
3" SQ. x .032" + (2)-2" x 6 1/2" x .024"
ElW/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB_O.NLY-
EXIST.
—SHEATHING
a
3" SQ. x .032" + (2)-2" x 6 1/2" x .032
MW/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB OR FOOTING
IIAY 0 67909
2"x6" LEDGER (NEW OR EXIST.)
L
w \ �' (2) 3/8" LAG SCREW
EXIST.
1" STUCCO OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
-#14 S.M.S. EACH
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
IlQlr,%Ar?-7n7l
AFTER TO COL.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
CONNECTIONS
HORIZ. WIND =
ONNECT. (8 -TOT.)
SHEET 14 OF 30
MLTERNATE:
90. 100& 110 MPH
Fnx d -1Fi0 —mcnni,.mlum mm
---
6..
3'k 3"STL.POST (24") ALTERNATE:
INSERT ATTACHED ORI I (2)-2x6.5" OR
3"x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
^1 I (2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
r- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
�tALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"xTW.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
LATTICE BEAM TO 1POST� CONNECTION
BEAM SPLICE TO -
OCCUR DIRECTLY OVER 5/8 -*5 IC
POST. NOT PERMITTED PLUG WHERE
f 6 C EWS I @ 2 -POST UNITS SCREW Ii�INSI
PER SIDE I #14 SMS MAY
5 5 BE USE AS _
3.5" 3.5 ALTERNATE TO
1/4"0 BOLTS
3.5" 3.5"
_. 8" BEAM
D OR E v; )l
3414 SMS EA.
SIDE 1 I 6 1/2" SIDEPLATE EA.
#14 SMS.EA SIDE �4,
SIDE SEE POST SCHED.
TOPy'MID,HEIGHT
AND BOTTOM: 3,SQ. POST BETWEEN SIDE,P_L-ATES�
BEAM'TO-POST CONNECTION
7PO:ST SCbEDOff E_� 21
3" SQ. x .032" + (2)-2" x 6 1/2" x .024"
ElW/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB_O.NLY-
EXIST.
—SHEATHING
a
3" SQ. x .032" + (2)-2" x 6 1/2" x .032
MW/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB OR FOOTING
IIAY 0 67909
2"x6" LEDGER (NEW OR EXIST.)
L
w \ �' (2) 3/8" LAG SCREW
EXIST.
1" STUCCO OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
IlQlr,%Ar?-7n7l
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
CONNECTIONS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95825
SHEET 14 OF 30
REVISED BY' K K R D.P.
90. 100& 110 MPH
Fnx d -1Fi0 —mcnni,.mlum mm
10# L.L.
90 MPH
FREESTAND.& ATTACHED OPEN LATTICE PATIOS
121 OR LESS EXP. B & C
3" SQ. STEEL BEAM
DBL. 3"x8"X.042"BEAM
DBL.2"x6,5"x,032" BEAM
OR Yx8°BEAM
3°X8° BEAMMINSERT
FOR ATTACHED PATIOS
MINIMUM NO. OF POST
MAX:POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
SPACING MAX.PCIST
FREESTAND
-ATT.
¢ x
f- H
TYPE D FOOTNOTE: `
CO g
POST TYPE 1
POST TYPE 2
¢
ZO
SPACING
FTG.
MIN.
FTG.
SPACING
FTG.
MIN.
POST
FTG.
FTG.
POST
FTG.
FTG.
(IN.)
POST
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
(IN.)
TYOpE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
TYPE
4'
17'-0"
14'-4"
32
G
16
19'-2"
38
G
20
16'-4"
32
G
20
29'-11"
38
G
21
s'
2
2
2
2
5'
13'-7"
13'-4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
20
26'-9"
38
G
�23
�,
2
2
2
2
11'-4"
12'-6"
32
G
18
15'-8"
32
G
21
13'-4"
32
G
21
24'-5"
38
G-
2
2
2
2
CA
9'-8
11'-7"
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7"
38
G
23
s
2
3
2
2
g'_6�'
10'-10"
29
G
19
13'-7"
32
G
22
11'-7"
29
G
22
21'-2"
38
G
24
10•
2
3
2
2
9'
7'-7"
10'-3"
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19'-11"
38
G
24
11•
3
3
2
2
10'
6'-9"
9'-8"
29
G
20
12'-2"
32
G
23
10'-4"
29
G
23
18'-11"
38
G
25
12'
3
3
2
2
11'
6'-2"
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
18'-0"
32
G
25
73,
3
4
2
2
12'
5'-8"
8'-10"
29
G
20
11'-1"
39
G
24
g'_5°
29
G
24
17'-3"
32
G
26
14'
3
4
2
2
13'
5'-2"
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
— 32
F j
24
16'-7"
32
H
26
1s'
3
4
2
3
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
8'-9"
32
H
24
16'-0"
32
H
26
,s'
4
4
2
3
15'
4'-6"
7'-11"
32
H
21
9'-11"
32
H
24
g'_5'
32
H
24
15'-5"
32
H
27
17'
4
5
2
3
16'
4'_3
7'-8"
32
H
22
9'-7"
32
H
25
g'_2
32
H
25
14'-11"
32
H
27
18'
4
5
2
3
17'
4'-0"
7'-5"
32
H
22
9'-4"
32
H
25
8'-0"
32rH�25
14'-6"
32
H
27
,s'
4
5
3
3
3'-9"
7'-3"
32
H
22
9'-1..
32
H
25
7,-8..
32
H
25
14'-1"
32
H
27
20'
4
5
3
3
7'-0"
38
H
22
8'-10"
38
H
25
7'_6
38
H
25
13'-9"
38
H
28
FOOTNOTE: '
F20'
3'-7"
HEADER AND OR MIN. NO. OF POST
38
38
H
2
38
H
26
13'_4"
38
H
28
SPACING MUST EXCEED
SLAB SPACING
3'-4"
6'-10'
H
22
8'-7"
QQtOFE
ALLOUIRED
OWABLE
p�
+ •./ i
FOOTNOTE:'
OR LESSER MUST BE USED
�Cq O
COL. TYPES D-1 =.024" SIDEPLATES,
USE ON CONC. SLAB ONLY
�(!
COL.
TYPES D-2 =.032" SIDEPLATES,
ON CONC. SLAB OR FOOTING
NOTE:
i
No.. 94$ i On
FOOTING SHOWN REPRESENTS LENGTH OF
;:D
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
FOOTING SIZE
Exp.
FOOTNOTE: "SAMPLE'
WHERE SLAB OCCURS, CUBED
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
G,I
FIGURE
INDICATES EXPOSURE
B
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES
0
ADDITIONAL`FOOTNOTE:
WHERE ONLY ONE -FIGURE
SHOWN INDICATES EXP. B & C
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
-
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, IN
.'
LATTICE
POST SPACING TABLE
uvE LOAD =
10, zo a 3o Psr
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: 5105/2009
COMMERCIAL
AND RESIDENTIAL
STRUCTURAL E GINEERING
FREESTANDING
ATTACHED
HORIZ. IMND =
6269 ALPINE AVE.. SACRAMENTO, CA 95626
rnm
SHEET 25 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7 1-2107
AND
90.100 8 110 MPH
MiA1 Ap727171 FAY d0]_tF10
cnioc(nldnraI_
REVISED BY: K.K. 8 D.P.
10# L. L
Fa -
FZ-•OZmQ
70 UVJ
EE X <
4
r 7va)0
4' 1 17'-0"
5' 13'-7"
6' 11'-4"
10' 6-9"
11' 6-2"
12' 5'-8"
13' 5-2"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' T-9„
19' T-7„
100 MPH FREESTAND.& ATTACHED OPEN
LATTICE PATIOS
12'
OR
LESS
EXR
B & C
3" SQ. STEEL BEAM
DBL. 3"x8"x.042"BEAM
,0, 20 8 30 psf
DBL.2"x6.5"x.032" BEAM
3"xT BEAMMINSERT
SCALE: NONE
RANCHO CUCAMONGA, AND ATTACHED
FOR ATTACHED PATIOS
8269 ALPINE AVE., SACRAMENTO, CA 95026
IQtf.1d5�.]fl�t F4%df1'i_151Q e�lacrlA,inliim rnm
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P.
OR 3"x8"BEAM
MINIMUM
NO.
OF
POST
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
qTT,
¢ =
r r
o
TYPED
FOOTNOTE:
MAX.POST
SPACING
MAX.POST
SPACING
MIN
SPACING
MIN
SPACING
FTG.
MIN.
FTG.
m_ �'
POST
TYPE 1
POST TYPE 2
FTG.
MIN.
POST
FTG.
(IN.)
FTG.
(IN.)
POST
FTG.
(IN.)
FTG.
(IN.)
POST
TYPE
FTG.
(IN.)
(IN.)
POST
TYPE
(IN.)
r
EXP. B
EXP. C
EXP. B
EXP. C
(IN.)
TYPE
TypE
14'-4"
32
G
17
19' 2„g
39
G
21
164”
34
G
20
29'-11"
39
G
23
6'
2
2
2
2
5
13'-4„
32
G
18
17 " 16, 6,
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7'
2
3
2
2
12'-6'.
32
G
19
15'-8"_-,-34
5' 0"
G
22
13'-4"
34
G
21
24'-5"
39
G
24
8•
2
3
2
2
11'-7 ,
29
G
19
14'-6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
13'-11"
10'-10"
29
G
20
13 7"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
10'
3
3
2
2
13'-0"
10'-3"
29
G
20
12'-1
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
„
3
4
2
2
12'-3"
9'-8"
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
,z'
3
4
2
2
11'-8"
9'-3"
29
�...�
21
11 7„
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13
4
4
2
3
8'-10"
29
H
22
11'-1"
30
H
25
9'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
10'-7"
8'-6"
32
H
22
10,_8"10,
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
t5'
4
5
3
3
2„
8'-2"
32
H
22
10'-3_'10
34
H
26
g'-9"
34
H
24
16'-0"
34
H
28
16•
4
5
3
3
32
H
23
9'-11"
34
H
26
8'_5"
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
6
7'-8"
32
J
23
9-7 ,
34
j
26
8'-2"
34
j
24
14'-11"
34
j
29
18'
5
6
3
3
2„
7'-5"
32
23
9-4'_11„
34
j
27
7'-10"
34
j
25
14'-6"
34
j
29
19,
5
6
3
3
�J
7'-3"
32
J
24
9 1
34
J
27
T-5,
34
J
25
14'-1"
34
j
29
20'
5
6
3
3
8'-8'
38
24
8'-10"
39
27
7'-0"
39
25
13'-9"
39
J
29
FOOTNOTE:
8,_5^
AND
OR MIN. NO. OF POST
6'-10"
38
I
J
24
8HEADER
7
R, y„
39
j
27
6' 8..
39
j
25
13'-4„
39
J
30
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
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
cno CC)Cc crnnlnlnl(_
Q _ OR LESSER MUST BE USED
tt I r 15;3 FOOTNOTE:
!'I ' I COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
W H T�� a f ,I FOOTNOTE: "SAMPLE"
N..
Exp.?, 3 FIGURE INDICATES EXPOSURE B � IFIGURE INDICATES EXPOSURE C
7� p _
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
POST SPACING TABLE
FREESTANDING
COMMERCIAL AND RESIDENTIAL STR7CA(9571)241.1
,0, 20 8 30 psf
DURALUM PRODUCTS, INC
SCALE: NONE
RANCHO CUCAMONGA, AND ATTACHED
HORIZ. WIND =
90. 1008110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95026
IQtf.1d5�.]fl�t F4%df1'i_151Q e�lacrlA,inliim rnm
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P.