09-0839 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Applicant:
T4ht 4 4 Q"
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
CRAIG CHRISTENSEN
45210 BIRCHCREST CIRCLE
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Contractor:
LA QUINTA PATIO COMPANY j
Date: 8/03/09
40133 CALLE LOMA ENTRADA V ��
BERMUDA -DUNES, CA 92203
I (760) 863-4335 41V
�1
Lic. No.. 449379 y`� v��?�� fi
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 ssionals Code, a my License is i full force and effect.
License Class: C51 Lice e 4 1379
e::::_ � C actor:
OWNER -BUILDER DECLARATI 1
1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure; prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. ,Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 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 (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address: PIP
LQPERMIT
----------------------------------- ---- ;_;z -/// --
WORKER'S COMPENSATION DECLARATION �
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work 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 1ST COMP INS Policy Number WEN0003727-03
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' com nsation laws of California,
and agree that, if I shou become subject to the workers' compe tion provisions of Section
�Q 3700 of the Labor Code, s orthwit oy wit ose ons.
Ge te: v of cant:
WARNING: FAILURE TO SECURE WORKERS' CtYMPfENSATION COVERA E 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. 1 agree t comply with all
city and county ordinances and to laws relating to building cons trio and her y authori epresentawlves
of %th'� county to enter upo eabove-mentionedpro for i trio urpo
Date: rV r-/ ignature (Applicant or Agent
—�
Application Number: -
09700000839
Property Address:
45210 BIRCHCREST CIR
APN:
604-412-015-24 -23995 -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
4562
Applicant:
T4ht 4 4 Q"
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
CRAIG CHRISTENSEN
45210 BIRCHCREST CIRCLE
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Contractor:
LA QUINTA PATIO COMPANY j
Date: 8/03/09
40133 CALLE LOMA ENTRADA V ��
BERMUDA -DUNES, CA 92203
I (760) 863-4335 41V
�1
Lic. No.. 449379 y`� v��?�� fi
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 ssionals Code, a my License is i full force and effect.
License Class: C51 Lice e 4 1379
e::::_ � C actor:
OWNER -BUILDER DECLARATI 1
1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure; prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. ,Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 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 (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address: PIP
LQPERMIT
----------------------------------- ---- ;_;z -/// --
WORKER'S COMPENSATION DECLARATION �
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work 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 1ST COMP INS Policy Number WEN0003727-03
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' com nsation laws of California,
and agree that, if I shou become subject to the workers' compe tion provisions of Section
�Q 3700 of the Labor Code, s orthwit oy wit ose ons.
Ge te: v of cant:
WARNING: FAILURE TO SECURE WORKERS' CtYMPfENSATION COVERA E 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. 1 agree t comply with all
city and county ordinances and to laws relating to building cons trio and her y authori epresentawlves
of %th'� county to enter upo eabove-mentionedpro for i trio urpo
Date: rV r-/ ignature (Applicant or Agent
Application Number . . . . . 09-00000839
Permit . . .' PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 72.00 Plan Check
Fee
46.80
Issue Date . . . . Valuation
. . .
. 4562
Expiration Date 1/30/10
Qty Unit Charge Per
Extension
BASE FEE
45.00
3.00 9.0000 THOU BLDG 2,001-25,000
27.00
----------------------------------------------------------------------------
Special Notes and Comments
343 S.F. ALUMAWOOD LATTICE SHADE
STRUCTURE AT REAR OF SFD.. 2007 CODES
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
50
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total 72.00 .00
.00
72.00
Plan Check Total 46.80 .00
.00
46.80
Other Fee Total 1.50 .00
.00
1.50
Grand Total 120.30 .00
.00
120.30
a
LQPERMIT
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential structural Engineering
(951) 741-2107
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 ticampbellCa-charter.net should you
require additional information.
Sincerely,
I ul
Tom Campbell, PE
Exp.3 s
00-1
,
UI
Site Information �®FOAtt�'
Owner's Name
Address
City/Town
State �c3� _ -Z Z 51-5
Bin #
City of La Quinta
Building 8Z Safety Division
Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #P.O.
�1
0
Project Address: Sa�O /��/Ct rr' 5� _ C!',�-�
Owner's Name: L'�Q�/��G '�f2�s1��X/5cx/•
A. P. Number:
Address: YS2�p ��,� QST Ce%e,
Legal Description:
City, ST, Zip: G� !>Cil/�-'i� �� ��zS•-3
Contractor: L Iq U(N rpr p/q-7-/ o e-o
Telephone: �
Address: 40 - ( ?j 3 ClOr LL (�-E t> //I 1A E N TRA-DA
Project Description:
City, ST, Zip: /U C) 1 O C A- 1�0 -.2- ;Z, O
L v-WA UAem%bVmM
Telephone: 76n-5-71(- /U -(3
2-"8
State Lic. # : -q q 913 % 17
City Lic. #: 9 9 / (o S"
Arch., Engr., Designer:���
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: C) L
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: Stories: # Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'dJ�rr1?R�bG
G .
PERMIT FEES
Plan Sets
Plan Check subm fit e'd)
Item
Amount
Structural Gales.
o�orr s
Reviewed, ready #,'A,
Plan Check Deposit
Truss Celcs.
u
Called Contact Person
Plan Check Balance
Energy Cales.
Plans picked up By—,--
Construction
Flood plain plan
flans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections 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
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY. DURALUM PRODUCTS, INC.
GENERAL NOTES:
F GOVERNING CODES
`1. THE DESIGN COMPLIES WITH 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 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
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 HILT/ KWIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1365 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.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
MY'(, i I? j ?011.
FE
N0.37948 N)o.37
Exp, -31:3,11 I I
CIVIL.
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.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009COMMERCIAL
AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 30
REVISED BY, K K & 0 P
An inn&i1(1 MPH
IA70.1 dA7-7n7'1 FAk dnl.151A caloclTr4 val„m rnm
RRAFTER -SEE-TABLE OPEN LATTICE TYPES
AND SPAC NG ek'StrNG gl/
Fki MAX. PROD. �G
MAX. PROD. St�N NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
SEE SCHEDULE //�j GgGrtOrNO MAY NOT 8E ENCLOSED OR COVERED.
FOR SIZE
25 OP SPAN �' .a RAFTER.AND SPACING LE
SEE SCkEDULE
POST HEIGHT 1 \
16 SEE CH DOLE �C' OG
5
OM .pe'
LENGTH OF STRUCTURE VARIES /yyNG @
16
POST WITH SIDE• % OL wR
p0 PLATES SEE DETAIL / LENGTH OF STRUCTURE VARIES I ��
sFFT spq fVIIjIUI /�//
SgtFCiyG
p POST WITH SIDE-
NOTE: EACH COMPONENT IS INTER- a MAV B USED WHERE
ENi gFQSTsp PLATES SEE TAIL
CH,A�NGEABLE WITH ANY OTHER sFFr SOg �ey cHEDULE tgg<F°jNc
COMPO„ NTENT UNLESS OTHERWISE SHOWN, qg<g he I�
\\�\ OTE: EACH COMPONENT IS INTER- pp 3 AY SLAB ATTACHMENT
FOOTING WHERE.REQUIRED, St MAYBE USED WHERE
SEE SCHED°FOR FOOTING CJ:1 �73� �ESGEABLE WITH ANY OTHER sgFt spq� I PERMITTED.
OPEN,LATTICE-TYPE PATIO COVER % ! C f�Y—' TENT UNLESS OTHERWISE SHOWN. getF NO SEE SCHEDULE
NOTE: THIS OPEN-I:ATTICE-TYPE STR �'. C FOOTING WHERE REQUIRED.
SCALE„NTS MAY NOT ZETl C ...E.OR SEE SCHED. FOR FOOTING CUBE SIZE
TYPEI'E TTACHED SINGLE SPAN LATTICE STRUCT % �P TYPE "F” ATTACHED MULTISPAN LATTICE STRUCTURE
C7 Pl m 0 1QO� NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
L�-I No. 37 48 1 MAY NOT BE ENCLOSED OR COVERED.
MAX. PROD.
MAX. PROD.
RAFTER. SEE TABLE ES SEE SCHEDULE
FOR SIZE SEE SCHE U E jMAY
PEN LATTICE -TV E S CT�,
AND SPACING OT BE ENCLOSE O ERED.
-n RAFTER, SEE TABLEFOR SIZE
'
-pS MAX. O.H. �'H L� Civ i �� AND SPACING
&Op'OO 025% OF SPAN O H
StSpgOHOO zS�O�' Cl- 2M OP SPAN I1
pOS 3RoNgNG I
OST HEIGHT gCiy
SE HEDULE
OST HEIGHT
® SE HEOULE (
16 .1�'pG
LENGTH OF STRUCTURE VARIES OV RNq G 16
OIERHq
p POST CROSS-SECTI LENGTH OF STRUCTURE VARIES 1
OSt SEE POST DETAI
SFF T,1SpgCr I POSTCR SS -SECTION
- gCF NG SEE POST DET IL
sRF tSp
NOTE: EACH COMPONENT IS INTER -post 3 1AV eE AB tqB<g�NG 5 1r2 sue
CHANGEABLE WITH ANY OTHER sFFt SpgC TO COINS SEE MAY BE USED
FO
COMPONTENT UNLESS OTHERWISE SHOWN. 4gtE IG I SCHEDULE NOTE: EACH COMPONENT IS INTER- pos TO CONSTRAIN
CHANGEABLE WITH ANY OTHER sFFr SpgO I SCHEDULE EE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. qg<e NG
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE S1ZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & A550CIATE5, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
OATS: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
t0, 20 & 30 pst.
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (95t> Tat•2tOT
,
STRUCTURES '
HORIZ. WAND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
REVIRFD BY' K K A 0 P
90,100 A 110 MPH
fQlAI aS?-Tml PAX en'AArlp oalaelFlAi malum rum
I
SOLID PANEL TYPES
ATTACHMENT CHANNEL
tCNcr
ALUMINUM SEE DETAIL AND SIyAt L ~OFSrRU
OF PANEL
SEEOSCHEDULE rHEPRO EC ION FBE LESS rsEDIES
FOR SPANS ENOLO AN
"O.H." NOT TO EXCEED 25% —
OF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
POST ANDA END BAYS. -
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTE
COMPONTENT UNLESS OTHE
ATTACHMENT CHANNEL
SEE
l
I
CENGrHOFSrRUCr p
ALUMINUM DETAILS
ROOF PANEL MIN. 0.25"SLOPE PER FT,
ANDSHryOFSTRU
rFIE
CENGrHOFSrRUCr
SEESCHEDULE
PRO FCT pN /�f. TES
O H URE CIVIC
SPANS
Nvc�AN
SEO
10. 20 & 3o sf
PCALE:
O.
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
RANCHO CUCAMONGA, CA 74
STRUCTURES
OF SPAN
8269 ALPINE AVE., SACRAMENTO. CA 95826SHEET
2 OF 30EVISED
EENCLOSEO�
O.
SP
SEE DETAIL FOR SPLICE
90. 100 & 110 MPH
O.H
POsr
OPTIONAL: CANTILEVER BEAM
SO. POSTS, SIZE VARIES SEES HEDU�es
SE POS SCHEDULE
PACINGR
m �
"O.H." NOT TO EXCEED 25%
SPA
3 1/2" SLAB ATTACHMENT
ALTERNATE:
S9 ' NOr r0
X. �
MAY BE USED WHERE
OFSPAN
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
SEE DETAIL FOR SPLICE
NOTEUNO SPLICE AT THIS
POS
SEESCIIEDV
OPTIONAL: CANT LEVER BEAM
POST AND AT END BAY
j
DOTING WHERE REQUIRED
OPTI NAL: CANTLEN
SQ. POSTS, SIZE VARIES
t E SCHEDULE FOR FOOTING CUBE SIZE
C
SE POST SCHEDULE
PACINGR
=
^' Y O b ZaO (} 7
1.1�7{
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
6S
o nr non nTTnnur_n 11111 n Tlc�nnnl
COMPONTENT UNLESS OTHERWISE SHOWN.
1nrr�n�ITn r�irn /'1I1TIl'1A1
FOOTING WHERE REQUIRED —/Y_
( J ��- FOOTING WHERE REQUIRED I (� J
SEE SCHEDULE FOR FOOTING CUBE SIZE /%J/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�f�1/ 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 "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN VV/CANTILEVER OPTION
AWN BY: K.K.
I
CENGrHOFSrRUCr p
LIVE LOAD =
CENGrHOFSrRUCr
ALUMINUM
OF PANELEDULE
O H URE CIVIC
ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H. URE VARIES
SEE
FOR SPANS
10. 20 & 3o sf
PCALE:
(MAYNO7-
SEE SCHEDULE
FOR SPANS
(MAYNOre
RANCHO CUCAMONGA, CA 74
STRUCTURES
BFE/vCCOSEO�
8269 ALPINE AVE., SACRAMENTO. CA 95826SHEET
2 OF 30EVISED
EENCLOSEO�
O.
SP
90. 100 & 110 MPH
O.H
.SPA
"O.H" NOT TO EXCEED 25%
"O.H." NOT TO EXCEED 25%
SPA
OF SPAN
OF SPAN
SEE DETAIL FOR SPIKE _/
SEE DETAIL FOR SPLICE
POS
SEESCIIEDV
OPTIONAL: CANT LEVER BEAM
POs
SEESCNED
OPTI NAL: CANTLEN
SQ. POSTS, SIZE VARIES
ES
SE POST SCHEDULE
PACINGR
=
SQ. POSTS, SIZE VARIES
6S
SEE SCHEDULE PgST SPACING
O N5
'�
10.11.
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
ALTERNATE. -
SINGLE POST
.
25� OF SOp„kCEEo
NAN
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
ALTERNATE:
SINGLE POST
O'z
25� OF Sp EXCEEFD
FOOTING, SEE
SCHEDULE
SEE SCHEDULE
NOTE O SPLICE AT THIS
POST D AT END BAYS.
FOOTING, SEE
SCHEDULE
SEE SCHEDULE
NOTE O SPLICE A THIS
POST IND AT END BtYS.
FOOTING WHERE REQUIRED —/Y_
( J ��- FOOTING WHERE REQUIRED I (� J
SEE SCHEDULE FOR FOOTING CUBE SIZE /%J/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�f�1/ 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 "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN VV/CANTILEVER OPTION
AWN BY: K.K.
TOM CAMPBELL S ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
TE: 5/052009
T
RAL INEE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10. 20 & 3o sf
PCALE:
DURALUM PRODUCTS, INC.
NONE
RANCHO CUCAMONGA, CA 74
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826SHEET
2 OF 30EVISED
BY K K 8 D P
90. 100 & 110 MPH
raiai a.g7.7m1 FOX dn.'L1F10=ioumn,,.ai��m �..�.
zAF.T_ER- SPANS FOR -0 -RE
6 5""
ALUM. ALLOY 3004-1-136
OR EQUAL
SEE,NOTE BELOW ��-
TRIBUTARY WIDTH
-m�t'ix 6 1/2" RA
c �
9,0, 100 & 110
o EXPOSURE B
L.L.=
(PSF)
"T'
(IN.)
10
.02q
16" 14'_11„
°24" 12;
.032
16" 20'_1 '
24" 16,_5„
.042
16" 24,_10„
24" 20._3„
20
.024
16" 10'-10"
24" 8'-10"
.032
16" 14,_7'
24" 111_11'.
042
16" 18'-0"
24" 14'_8'.
30
.024
24., 11,_2"
24" 7'-11"
.032
16" 13'-1"
24" 10'_8"
042
16" 16,_7,
24" 13,_2"
t
c
i
L—
TTICE COMM ERCIAL-&=PATFC
3" 6.5"
I;� I- MAX.—I 2"
e,
.024"
—� 032'
/J NO. 37948
/�xp.3 I
ALUM. ALLOY 3004-H36
S� C I` OR EQUAL -
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
�I
ma5 DBL. 2 x 6 1/2" RAFTER
c
� r 8.0.1
PATIO COVER SYSTEM AS MFG. BY:
90, 100 & 110 MPH
o EXPOSURE B & C
DATE: 5/OS/2009
10
.024
16 211_1..
24 17'-2"
.032
16" 28._6„
24" 23'-3"
20
.024
16 15'_3"
24" 12,_5,.
.032
16" 20'-7"
24" 16'_10„
30
024
16" 13'_9"
24., 11,_2"
032
16" 1 18'-6"
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
�I
3.01,
� r 8.0.1
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/OS/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 psf
042"
SCALE: NONE
ALUM ALLOY 3004-H36
RAFTER SPANS
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO. CA 95826
OR EQUAL
REVISED BY' K K R D P
90. 100 & 110 MPH
lQiA%d59-7n71 FGY ani -151Q celcclnr dnmL,m mm
EE NOTE
BELOW
m a5
3 x 8" RAFTER
t
c
90 & 100 MPH
110 MPH
o
EXP. B & C
EXP. B
EXP --C
16"28'
5"
28._5,.
27,_8"
042
24"
23,_2„
23,_7,
22'_6„
10
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
.042
16" 1 20,_6" 20,_6" 20'_6„
20 1 24" 16'_9" 16,_9„ 16,_9„
30 '042 I 24" I 15'-6' I 15=6" I 15--16"
PROJECTION
SPAN
�0. H.
TRIBUTARY TRIBUTARY= h
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY WIDTH
TABLE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/OS/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY' K K R D P
90. 100 & 110 MPH
lQiA%d59-7n71 FGY ani -151Q celcclnr dnmL,m mm
SHEET 7 OF 30
t
.042
16" 1 20,_6" 20,_6" 20'_6„
20 1 24" 16'_9" 16,_9„ 16,_9„
30 '042 I 24" I 15'-6' I 15=6" I 15--16"
PROJECTION
SPAN
�0. H.
TRIBUTARY TRIBUTARY= h
WIDTH 1/2 SPAN +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 =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/OS/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY' K K R D P
90. 100 & 110 MPH
lQiA%d59-7n71 FGY ani -151Q celcclnr dnmL,m mm
SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
"IZ" X S l/Z VV I"MINCL
L.L.= PSF
24"
24" TRI -•'V" PAN
100- MPH
L.L.= PSF
90- MPH
#14 S.M.S.
100- MPH
110 -MPH
10
#14 S.M.S.
#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.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
"IZ" X S l/Z VV I"MINCL
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
1 U1Y U G 7009
No. 379118 t -n
Exp.
L.L.= ASF
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 & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 208 30'sf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA 1957) 741I.EE
PANEL FASTENERS
HORIZ. WIND =
6269 ALPINE AVE.. SACRAMENTO, CA 95626
j
SHEET 6 OF 30
REVISED BY' K K & 0 P.
90. 1008 tiOMPH
IgIR% 6t7 -7m1 FAX AnR-1piQ <„1
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1.50" WALL FASTENERS
.06 SEE TABLE
1 50
.01 ..,,..,, .25"R
cP o .563"
c�i ri .281"
cDO WALL
N (h
co FASTENERS ALUM.ALLOY
6063-T6
O060" i 1,500"�
ROLLFORME HANGER EXTRUDED HANGER CHANNEL
R, `„R EXT. HANGER'" ____
CHANNEL, 2x OR 3x 11
RAFTER BRACKET. \ j
ALUM. PANEL OR /
AT EA. CONTACT
3x ALUM. RAFTER �
\ J
FASCIA BOARD
EXIST. EAVES,
ALLOWABLE PROD.
EXISTING EAV
SEE TABLE BELOW OVERHANG
EXIST[NG-EXIST[ CONNECTION�Y ( 2
#14 SMS @ PANELj
LOCKS OR 98 SMS
AT EA. CONTACT
WIND
RAFTER SIZE
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
LL=20
W/ SIMPSON A35
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
1'-6„
(WHERE
ALUM.ALLOY
LL=30 LL=10 I LL=20 LL=30 LL=10 LL=20 LL=30
~
6063-T6
#14 SMS @ EA. CONTACT
W
100
WALL CONNECTION
BorC BorD
O
ALUM.ALLOY
6063-T6
I.R. HANGER CC
}�— 2.740••
T=.060"
WALL FASTENERS
SEE TABLE
' APPROVED 3" OR 4"
INSUL. ROOF PANEL
EXIST. RAFTER
HANGER /RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
RAFTER SIZE
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
LL=20
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
16" OC
..
1'-6„
LL=10 I LL=20
LL=30 LL=10 I LL=20 LL=30 LL=10 LL=20 LL=30
90
2'-0" 11'-8" 8'-8"
A BorD
BOrD EE E J J K
100
V-6"
BorC BorD
BorD E E E J J K
110
2'-0" 7'-0" 4'-6"
D BorD
BorD E E E J J K
24" O.C.
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
Er
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
wo
8=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"Oxl 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
w<uJ
C=7/16"O x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
cn,wa
D=7/16"O x 1 1/2" @ 12" O.C.
u-Z75E=3/8"O
x 4" @ EACH STUD
F=7/16"O x 4" @ EACH STUD
EXIST. RAFTER
�I 2x6 OR 2x6 LEDGER
cC1
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2 x 4
FULL OR
16" OC
..
1'-6„
16'-8"
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
2" X 4"
FULL
24" O.C.
V-6"
10'-8"
8'-3"
5'-6"
2'-0" 7'-0" 4'-6"
3' 0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2,-0"
29'-3"
25'-0"
16' 9"
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 1/2"
-_l .
44-
1 F Dr-
Xp.No.LLJ
'"Ay
4 SMS T&EI
AT 12" O.C.
0 6 X009 � 1
10# L.L.=(2)#14 SMS EA. SIDE
20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16"
U -BRACKET fl 0 STEEL
8.. 0 1/4"0 HOLES.TYP.
�3/4" OR 1 1/2" Ij 0 NOTE: PROVIDE WATER
$' O PROTECTION, METAL FLASHING
2" x 6 1/2" ORO (' CAUCK JOINTS AND SLOPE
5" MIN.
3" x 8" ALUM. O I TO DRAIN
RAFTER TYPICAL BRACKET AT EVERY 2x
1 1/4" 1
\ FOR SPAN SEE ALLOWABLE
OECWRAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING a EAVE LENGTH +
�I 2x6 OR 2x6 LEDGER
cC1
EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sf
EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND
30 psf
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
RAFTER
)-#14x1 3/4"
'MIN. PENETRATION INTO
DATE: 5/05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
(3) #14x3 tl2" W.S. PATIO COVER
:ISTING WOOD STUD)
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFT -ER TO)
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
WALL CONNECTION O
NOTE: PLACE"SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
calcc/hlr4,r=w.� rr.�.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
ifQiA141?.7mi_;7.WAn'A.il;iQ
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
REVISED BY• K K & D P
90. 100 & 110 MPH
calcc/hlr4,r=w.� rr.�.
COLUMN /POST TYPES & SURFAC_E�MOUNT ATTACHMENT DETAILS
2 M 3.00" SQ. �I 3.00" SQ. I�
3.00"SQ. 024" #10 SMS I . I~ ,r PG =3" O.x88,
032" A. SI , E �1.00� O H=3"SOxt=.250'1I
EA. SIDE
C?
6.5" 13„ O 075" _ 0.032" L 3=4"SO.xt=.18811
L TYP. Acum. K=s"so.xt=.tea"
ALUM..040" ALUM.
032" .04811STEEL
O O 3.0".4.0" OR 5.0"
O518" PLASTIC PLUG 28 F E
3" SQ. ALUM._POST_._ 3 A POST MAG POST SQUARE
3" SQ. ALUM. POST _WITH`SIDE.P-LATES �O AL A 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 ` ALUMTALLOY 3004aH36 3, SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40
ASTIM A653 GRAD
-ALUM—ALLOY 3.00"_OR�-_ 2.6'1
6063-T5 1 2.40"
1.375" q 7/16"OHOLE .56""
2 FLANGES
2 1/8" APART
0 .75"
O ASTM GRADE 36 STEEL 1.125" 2.5
0 75" .75" BASE FLARES
157' TO 3"VIDE EA.
1.60" TYP — _ SIDE OF FLANGES
1.50 USE FOR 3" 1"+
INSTALL WASH. PLATE !!! POST ONLY
i%' x 5"x 5Y2" WHEN USING .090" TY . 5.50" (11-7/16"0 HOLE
-IN-1_10 MPH WIND AREA & 2-3/8" HOLES
2- 5/16"0 HOLES TYP. EA. SIDE
090_"-BRACKE-T—FOR 3" POSTS
ALUM "T" BRACKET STEEL "T" BRACKET 5
T=.060" TYP — �MAY a 6 'N69
3 -3/8" LAG SCREWS OR A
4;-114" LAG SCREWS
3� ¢ (2.5" PENE. INTO EA. STUD) Q�pFES
%rte PS i. cga�A
57<
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET "
3" x 8" ALUM. HEADER
HEADER BRACKET
WM BY'. K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
10, 20 & 30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BV K K R DP
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
90. 100 & 110 MPH
/p'IR7 e42�m1 Fd X e/1.'i.1fi7G <nio<m, m,�l,�,-,.,.,
SHEET 9 OF 30
• 1 I
rC,OLU-M.N-/:POST:--T,YPES-.-&.....SURFACE MOUNT
AND
EMBEDMENT DETAILS
18"
18" SQ.
' ALUM.7"BRACKET USE WITHY
20"
21" SQ.
12"
22"
25" SQ.
``els
I POST TYPE B,C,D, OR E.
28" SQ.
20"
STEEL POST ONLY:
32" SQ.
23"
T" BET
"RACK
STEEL:'T"BRACKET USE WITH
25"
I
I
USE POST TYPE
(3)-5/8"0 BOLTS
32"
43" SQ.
I POST TYPE B,C,D,E,F,O,H,J OR K.
34"
I
F. G. H. J OR K
FOR POST TYPE J —_
51" SQ.
3"SO. POST W/
3' SQ. POST (2)-#12 SMS EA.
3" SQ. POST ALUM."T"BRACKET:
USE (2)•3I8"0 HILTI
55" SQ.
I
40"
4 5"
39"
SIDE OF POST OR
ISTEEL:T'BRACKET:
1/4" M.6. THROUGH
KVAK BOLTS OR EQUAL
1/2 DEPTH OF
I I
69" SQ.
(2)R ALL2"0 BOLTS 1
OTHER
16"INSERT
POST
USE (2)-3/8"0 HILTI KWIK
SEE NOTES BELOW BOLTS OR EQUAL
FOOTING OR
12" MIN. EMBD.
I
1
CONDITIONS q 5.•
x .188"
ASTM A3,
(2)-3/8"0 HILTI "KWIK—
(2" MIN. EMBEDMENT DEPTH
: 1 I �: ;
STEEL
BOLTS, OR EQUAL. EACH
FOR KWIK BOLTS
AT
T_O.C_
BRACKET TO SLAB.
.'. ; i 1 •: ,
I '•
"S
MINIMUM DISTANCE TO
'
0
.BASE PLT.
EDGE OF SLAB = 2-1/2"
Q
~i
ASTM A572 STEEL
a
w o
w w
DE TH e
`n x
3/16"
•. .. .. ....: ..: SLAB SHALL BE IN
c POURED CONCRETE
�.. •••.'•••
.�
= U
~a N
...�
*' .".. ••!:;.'..'•..
" GOOD CONDITION '
FOOTING SEE NOTE
'/ .,. I.:'-. *•.••-
w
3" SQ._
�OpT(STL.)
111
3 1/2" MIN.
FOR SIZE
SEE FOOTIN
(1)-1/2"OM.B.
x9" LONG, 1"
SQUARE
;
OR 4" SQ. POST (STL.)
SCHEDULE QUARE --J
FROM END
SEE FTGS,
INSERT
OF POST
SCHED.
PL.S/8'THK. -
-��
EXISTING -9 LAB7
3" SQ. POSTS TO CONC. FOOTING 8O
SQUARE POST
EMBED.
9O
_�.
INTO
FOOTING
11/2^ 6••
11r2"
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO. 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"
69" SQ.
43"
' CUBE FOOTING Wl3 1/2" 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)_7/2"0 3 1/4"
31"- 34" CUBE (4)-5/8"0 q„
f
35" - 39" CUBE (4)•3/4'•0 4 3/4"
I (4)-3/4"0
40" - 42'• CUBE 4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
I
i
I
f
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
iii" X 0'-SY2" AT STEEL "T'
BRACKET. �± n
3. POST TYPE F MAY 0 6 2009
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
Q�pFESS/Q"yl
C2 2�
~ No. 379
Exp313
I
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
_WELDED STEEL BASE PLATE_
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B, C, D, F, G, & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH )
DRAWN BY: K.K. I
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 1
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 20 & 30 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 & 0 P
90. 100 & 110 MPH
Ip7A1 aF9.7f1J1 FGX d(17-1F1p ealuc�lrLir=6�m mm
SHFFT 10 OF 3D
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE I �i'o
OCCURS SPLICE WHERE SPLICE WHERE
1.79" OCCURS OCCURS
.— 4.6" .075..
(6 73" 2.57" 4.6' TYP. 14„R
TYP. .048'
2.19” z.oa — 065"
2.04' 1 TYP.
0T8„ nP 3.0• 28"
2.93" 4.0000-
2 7'• ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E
ALLOY 3004-1136 6063-T6
6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL_BEAM
I— 3" —IJ " 6.s 1 A —
2" �` MX.'] 2„ f
—� 042"
r7
SPLICE .OZ4" 8.01.WHERE 4" SPLICE WHERE — f •032"
070 — X32„
OCCURS „ OCCURS O42"
TYP. —110"
TYP.
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY ALUM. ALLOY
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. OROEQUAL 3o64 -H36
6063-T6 6063-T6
4" I -BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM i3 zE68 AM-- ,j
►{ 3.0" 11� { v
1 I ALTERNATE STEEL C -BEAM FOR A UUM. I -BEAMS
L I 3„ B•• 625"
r � �
MAX. 3" 3" �-- � 4" I -BEAM = 7"x 2 3/4" x 16 GA!STEEL C -BEAM
I I
jl 1
I.—.042"
i ! T= 14 GA.
8" .042" 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
i 7'875 ASTM A653 GRADE 50
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 II 625 W ~ No. 3 948
OR EQUAL O OR EQUAL m ---I 2.875" I--� N cr_ Exp'. I
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O
STEELINSERT C10- P
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 11 OF 30
REVISED RV: K K R D P
90. 100 & 110 MPH
raiai AA9.7m1 FAX dm_i.r1p �am�, rugal„m r•�m
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
(WOOD. ALUM. OR HARDBORD) 3 x $ 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.
2414 x 1/2" S.M.S. EACH SIDE OF 3" #14 X 1/2" S.M.S. TOP
SO. POST (4 I 1 114"
ALTERNATE:: 1OTA14"0 OLT W/ WASHER & BOTT. (2) -TOT.
EA. SIDE OF 3' SO. POST
5 „ ROOF PANEL 4., 6 1/2"
ROLLFORMED OR
.75 1 .OEXTRUDED GUTTER
1.50" 1 (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET X
-1 L-+ TOP & BOTT. TOT,=16 #14 S.M.S. @12 2"
3" SO. POST
2.35"
2.. 1..
6 1/2'.x2"x
.024"RAFTER
2414 x 1/2" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 1/4"0 BOLT W/ WASHER '� 5
EA: SIDE OF 3-S0. POST 3" X 3" ALUM. OR RAFTER "TAIL" TO GUTTER
'
STEEL POST
3.00" — 3" SO. POST 1 A ,�._�-..��,.
OR .z4o" ' F / 3125" FOR 3 x RAFTry—ERS
GUTTER ASCIA H - BRACKET TO POST /" 2.125" FOR 2 x RAFTER
MAG BEAM 3'• SO. POST
3"SQ. STL. BEAM 1 3 ALUM. ALLOY 3003-H24 .-co sALLOY 3003-H24
1.50 t = .040" 6063-T6
--� --
-� 1.5®, 1 1/2 -' t = .040" 3004-H36 ALUM.
28" I �" I 2 28" 2" 2"
.0181,
T P1 (4) - x TEK SCREWS
1i BRACKET
TO RAFTER
2"x3" LATTICE TUBE 1 1/2" SQ. OR�P2 112" MIN.
2'� L--T-TIGE TUBEvIo
#6 x 2 "sons, z vz' ¢ESSlpN �,-) i' 0 G t�l�� '` o
C' OR 3 1/2", TYP.C,q ��
1 1/2" OR 2" SQ. OR 2"x3" LATTICE 1� O M
— — — — — @ 3"O.C. MIN. UP TO 7"O.C, MAX.
RAFTER , No. 7948 ` n
LATTICE TUBE TO RAFTER Exp.3�1j
L(4) -#14 x 3/4" TEK SCREWS OR (6)#10x
4"EK SCREWS
BRACKET TO BEAM
"U" BRACKET RAFTER 1$
DRAWN BY', K.K.
-TOMLCAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
-
DATE: 5/05/2009 `
[REVISEMBY'KK
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM O POST[90.100&110MPH
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE _,�.,--
-
RANCHO CUCAMONGA, CA (951) 741.2107
ATTACHMENTHORIZ.
WIND -
8269 ALPINE AVE., SACRAMENTO. CA 95825 -
R D P
PAX AM-1A1QcalocRli rluraeim rnm SHEET 13 OF 30
SIMPLE SPLICE
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
FULL MOMENT
II I I I I I I 111(2)#10 S.M.S.@ EA.
I
VALLEY, TYP.
I
#10 S.M.S. II #12 S,M.S. -
(8 TOT. TYP. THICKNESS = .035 (24 TOT II
II TYP. THICKNEISS =..035" ___
13
6.38"
II I II
ALUM, ALL3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDFD OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY, NOTE: FULL MOMENT SPLICE MAY OCCUR LJ
I
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH i -BEAM FLANGE
SPLICES - ROLLFORMED & EXTRUDED FASCIASASNEEDEDTOCLEAR
I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE TO POST W/(2)-1/2"0
L C -BEAM THRU-BOLTS
311 I TOTAL= (8)-1/2"0 BOLTS1100
I��IF Y 0 O L
..........
................................... ............................... ..... SQ. POST
1.001, O ESS/pN
0 0. 01. Cq 'Q(� BEAM TO POST CONN.
Z
00" 4 ..:............. i
SPLICE WHERE 2.
�1 ^�1 p
OCCURS 07011 Q 0 ~
~ No 7n�1i'S
'7 r
TYP.
I j p.
ALU ALLOY
60663-T63-76 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
SPLICE WHI
occur
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
Cl 0- #12 METAL BACKED,
NEOPRENE WASHERED
p TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. ".'BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "i" SM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE --- — v
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
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10. 20 & 30 psf
DURALUM PRODUCTS, INC. .
SCALE: NONE
P
RANCHO CUCAMONGA. CA (951) 741-2107
SPLICE DETAILS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
I SHEET 12 OF 30
REVISED BY* K K & D
90. 100 & 110 MPH
IA7RI e.97.7n7l PAY dML7510 —i—me—i.—
DOUBLE RAFTER CONNECTION DETAILS cLA�TTICE-BEAM =T0 POSTCONNECTT.iTON
/ BEAM SPLICE TO t
1 1/2" OR 2"LATTICE #8 S.M.S. ' I OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
ALTERNATE 1/z" POST. NOT PERMITTED PLUG WHERE
BOLT CONN ECTIO PLAN2E RAFTER- 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
ALTERNATE: PER SIDE I
4414 S.M.S. EACH 5" 5" #14 SMS MAY
RAFTER TO COL. BE USE AS
-- CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO r 1
1/4"0 BOLTS 1
- - 3.5" 3.5"
1 5.5'8" BEAM
1 '7----- --- 1
--- _ 4.5"O 6•• o OR o
I _ _
1,. 6-#14 SMS EA.
SIDE I I 6 1/2" SIDEPLATE EA.
3"x 3"STL.POST (24") l o l ALTERNATE : I
IN
ATTACHED OR�—(2)-2x6.5"#14 SMS EA. SIDE I I SIDE SEE POST SCHED.
E TOP, MID HEIGHT
3"x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING AND BOTTOM.
�n� (2)-1/2"BOLT 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
2"x 6.5" SIDEPLATE^�
POST SCHEDULE X21
DBL. RAFTER / DBL. HEADER CONN. 9
3"`SQ. x.032" +-(2)-2"-x-6-1/2'- x .024"3" SQ. x .032" + (2)-2" x 6 1/2" x .032
F-1 W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING 1 �`
#8 S.M.S. EACH SIDE t / "AI 0 E� f Qu,
LATTICE 1 1/2" OR 2" 2"x6" LEDGER (NEW OR EXIST.)
X \ (2) 3/8" LAG SCREW d �� 0 C'11
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
3 EXISTUCCO OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
No. `7948
Exp. 3 3f
\ c►vly,/
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10.20&30 pS1
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA• CA (951) 741-2107
CONNECTIONS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 14 OF 30
REVIRFO RY' K K R D P
90. 100 & 110 MPH
IQIFl d57-7!171 FAY dn,,%-151Q caleer'1n�valiim rnm
4'
17'-0"
5' 13'-7"
-,l V-4,'
7' 9'-8"
8' 8'-6"
9' 7'-7"
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' 3'-9"
19' T-7"
20' 3'-4"
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
!90 -MPH FREESTAND.& ATTACHED OPEN LATTICE -PATIOS 121 OR LESS EXP. B & C
3" SQ.
STEEL
BEAM
LIVE LOAD=
DBL. 3"x8"
x.042"BEAM
DATE: 5/0512009
D8L.2"x6.5"x.032"
C -OR 311RSEAM
POST SPACING TABLE
FREESTANDING
BEAM
'
DURALUM PRODUCTS, INC.
311X811 BEAMw/INSERT
SCALE: NONE
FOR
MINIMUM
-arT. Q = TYPE
m o
FTG. POST
(IIV.) EXP. B
21 6- 2
22 7. 2
23 2
23 9. 2
24 1D• 2
24 11• 3
25 12' 3
25 13' 3
26 14' 1 3 1
26 15' 3
26 16' 4
27 17' 4
27 16• 4
27 19, 4
27 20- 4
28 FOOTNOTE:
HEADER AND OR
28 REQUIRED SPACING
ALLOWABLE SLAB
OR LESSER MUST
SIDEPLATES, USE
SIDEPLATE$, ON CONC.
ATTACHED
N0.
D
PATIOS
OF POST
FOOTNOTE: `
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
90.100& 110 MPH
ATT.
MAX.POST
SPACING
FREESTAND
AT -r.
MAX.P03T
SPACING
FREESTAND
FTG.
(IN.)
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
PAST
TYPE
FTG.
(IN.)
FTG.
(IN)
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MOST
TYPE
TYPE 1
POST TYPE 2
EXP. C
EXP. B
EXP. C
14'-4"
32
G
16
19'-2"
38
G
20
16'4"
32
G
20
29'-11"
38
G
2
2
2
13'-4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
.20
26'-9"
38
G
2
2
2
32
G
18
15'-8"
32
G
21
[13'-4" ..
32
G
21
24'-5"
38
G
2
2
2
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7"
38
-..
G
3
2
2
10'-10"
29
G
19
13'-7"
32
G
22
11'-7"
29
G
22
21'-2"
38
G
3
2
2
10'-3"
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19'-11"
38
G
3
2
2
9'-8"
29
G
20
12'-2"
32
G
23
10'4"
29
G
23
18'-11"
38
G
3
2
2
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
18'-0"
32
G
4
2
2
8'-10"
29
G
20
11'-1"
39
G
24
g'-5"
29
G
24
17'-3"
32
G
4
2
2
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16'-7"
32
H
4
2
3
8'-2"
32
H
21
10'-3"
32
H
24
8'-9"
32
H
24
16'-0"
32
H
4
2
3
7'-11"
32
H
21
9'-11"
32
H
24
8--5"
32
H
24
15'-5"
32
H
5
2
3
7'-8"
32
H
22
9'-7"
32
H
25
8--2"
32
H
25
14'-11"
32
H
5
2
3
7'-5"
32
H
22
g'-4"
32
H
25
81-011
32
H
25
14'-6"
32
H
5
3
3
7'-3"
32
H
22
9'-1"
32
H
25
7 _g
32
H
25
14'-1"
32
H
5
3
3
7'-0"
38
H
22
8'-10"
38
H
25
7'-6"
38
H
25
13'-9"
38
H
MIN.
MUST
SPACING
BE USED
ON CONC.
SLAB
NO. OF POST
EXCEED
_
SLAB ONLY
OR FOOTING
6'-10"
38
H
22
g'_7'
38
H
26-
QQL2FESS
38
H
26
13'-4"
38
H
C7
co�t1
_w
C'P �'�
r
1' ; %
Li;u�
FOOTNOTE;.'
COL.TYPES
COL.
TYPES
D-1 =.024"
0-2 =.032"
u Nn.
]Exp,
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
OFIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, IN
LATTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 p5f
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 7 1-2107
AND ATTACHED
HORIZ. WIND =
6269 ALPINE AVE.. SACRAMENTO, CA 95626
SHEET 25 OF 30
REVISED BY: K.K. & D.P.
•„ ..
90.100& 110 MPH
rn1a1 ec7,7mi FCY dn-1.150 �om�r�d,,.ou,m �..,,.
10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
DRAWN BY: K.K.
TOM CAMPBELL & ASSOC LATTICE
3" SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
10.20 8 30 psf
DURALUM PRODUCTS, INC.
DBL.2"x6.5"x.032"
SCALE: NONE
REVISED BY: K.K. 8 D.P.
BEAM
HORIZ. WIND =
3"x8" BEAMw/INSERT
SHEET 26 OF 30
.,... ..,.
90. 100 8 110 MPH
FOR
ATTACHED
PATIOS
>_
OR 3"x8"BEAM
MINIMUM
NO.
OF POST
=
F- �-
Z)
J O m
O Z
5
a s
1- 1—
� o
TYPE
D
FOOTNOTE: "
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX,POST
FREESTAND
ATT.
POST
TYPE 1
POST TYPE 2
0
m
F
L) -
U m
� a-
SPACING
SPACING
SPACING
SPACING
m-
a3:
FTG.
MIN-
FTG.
FTG.
MIN
FTG.
FTG.
MIN.FTG.
FTG.
MIN'
FTG.
EXP. B
EXP. C
EXP. B
EXP. C
O
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
r
4'
17'-0"
14'-4"
32
G
17
19'_2„8
39
G
21
16'-4"
34
G
20
29'-11"
39
G
23
61
2
2
2
2
5'
5'
13'-7"
13'-4"
32
G
1817'-
16, 6„
34
G
22
14' 8"
34
G
20
26'-9"
39
G
24
7'
2
3
2
2
6'
11'-4"
12'-6"
32
G
19
15'-8"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
s
2
3
2
2
7'
9'-8"
11'-7"
29
G
1914
6„
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9•
3
3
2
2
13-11"
8'
8'-6"
10'-10"
29
G
20
13'- 1,3
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
10•
3
3
2
2
0
9'
7'-7"
10'-3"
29
G
20
12'-1
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
11
3
4
2
2
12'-3"
10'
6'-9"
9'-8"
29
G
21
12'
34
G
24
1Q_4'
30
G
23
18'-11"
39
G
27
12•
3
4
2
2
11'
6-2„
9,_3„
29
H
21
11.7..
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
12'
5'4"
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"
13'
5'-2"
8'-6"
32
H
2210'-8"10,_2„
34
H
25
9'-1"
34
H
24
16'-7"
34
H28
151
4
5
3
3
14'
4'-10"
8'-2"
32
H
22
10'-3_'10
34
H
26
8'_g'
34
H
24
16'-0"
34
H
28
16•
4
5
3
3
15'
4'-6"
7'-11"
32
H
23
9'-119
34
H
26
8'-5"
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
6.,
16'
4'-3"
7'-8"
32
23
9'-7"
34
26
8�_2"
34
24
14'-11"
34
29
S
6
3
3
F
17'
4'-0"
7'-5"
32
�
239.4
34
27
7'-10"
34
25
14'-6"
34
29
5
6
3
3
18'
T-9"
7,-3„
32
J
249
1
34
J
27
7'-5"
34
j
25
14'-1"
34
j
29
20•
5
1 6
3
3
FOOTNOTE:
HEADER
REQUIRED
19'
3'-7"
7'-0"
38
24
81-10
. 5..
39
j
27
7. 0..
39
25
13 9"
39
j
29
OWABLE
AND OR
SPACING
SLAB
MIN.
MUST
SPACING
NO. OF POST
EXCEED
20'
3'-4"
6'-10"
38
j
24
8' 7"
'
39
J
27
�-
'-8"
39
j
25
13'-4"
39
j
30
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES '
SHT. 10 FOR ATTACHED 8 SHT. 24 FOR FREESTANDING
ALL
OR LESSER MUST BE USED
"o G' 00, FOOTNOTE: ' ` COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
FOOTNOTE: "SAMPLE".
FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD _
PATIO COVER SYSTEM AS MFG. BY:
GATE; 5/0512009
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
10.20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) 7 -2107 AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 26 OF 30
.,... ..,.
90. 100 8 110 MPH
raiA%aso.7mi Fa%