11-1174 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 11-00001174
Property Address: 52395 WHISPERING `WY
APN: 767-750-019- - -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 5493
Applicant: Architect or Engineer:
Iv 1 I.
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: C51 C8� License No.: 9 7811
a0�5ntte: ractor:
OWNER -BUILDER DECLARATION
I 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, 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.).
(_) 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.).
(_) 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: i
LQPERMIT
Owner:
FIELDS LARRY/WYLIE SHARON
52395 WHISPERING WY
LA QUINTA, CA 92253
Contractor:
VALLEY PATIOS
3.7897 CHESTERFIELD STREET
BERMUDA DUNES, CA 92203
(760) 534 -4 634
Lic. No.: 937811
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/26/11
U
OCT 6 201; r:
yoFfAt
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
A / issued.
VAI 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 CO Policy Number WSIO047500-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code,
/I shall
forthwith comply with thos provisions.
Pate:%i% (( icant:
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 fora 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, indemnity 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 1 have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
o ,this county to en7gnaoture
the above-mentioned property for insp/ec/tio_n purposes.
Date: lly �G�3 `` (Applicant or Agent): v "
Application Number . . . . . 11-00001174
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 81.00 Plan Check Fee 52.65
Issue Date . . . . Valuation . . . 5493
Expiration Date . . 4/23/12
Qty Unit Charge Per Extension
BASE FEE 45.00
4.00 9.0000 THOU BLDG 2,001-25,000 36.00
----------------------------------------------------------------------------
Special Notes and Comments
413 S.F. LATTICE ALUMAWOOD SHADE
STRUCTURE. 2010 CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00
STRONG MOTION (SMI) - RES .55
Fee summary Charged
Permit Fee Total 81.00
Plan Check Total 52.65
Other Fee Total 1.55
Grand Total 135.20
LQPERMIT
Paid Credited Due
.00 .00 81.00
.00 .00 52.65
.00 .00 1.55
.00 .00 135.20
Bin #
City of La QuintQ :'
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking. Sheet
Permit # .11-
Project Address:
Owner's Name: Vi E
A. P. Number:
Address:�j �`'� LAA :S
Legal Description:
Contractor:VoJ pt pS
City, ST, Zip: -z_(1 &V[A 7o C-,
'
Telephone: '"
..
Address: / 7 Ori l �j�s-�-e� 1 -.
Project Description: P, Ujq/ 4A"3
City, ST, Zip: •V
k O 01 �'z
Oti C� p / %�Q (�(/2✓ S
Telephone: L (�J� j�
::;::;.r•.;..;:>.:>»:;:;;:;:::::.::....;.r :.;..:;.
State Lic. # : '� 1
City Lic.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
P
State Lic. #:
�iS:;�.�+;.,>;' ::.,,o+v:;;:;;G�s.:vAkz.:x.:�:�i`r: •.r ;ti
<fyv�::;•:>:>:; >a>r '.:.
<:?.'•.:t »>;,->:::;,;,;s ........: :: ?.::
}' "`
.:,C.:.+ i:.•rr:!r._.i ii:: i:ii: is i::/f: :f:j.4:tjf$
.
Construction Type: Ct;cupancy:
Project type (circle one): New Add'a Alter Repair Demo
FL: 13 #Stories: # Units:
Name of Contact Person:Sq.
Telephone # of Contact Person: �L
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanics.:
Grading plan
2p° Review, ready for correctionsrssue
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 correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
CITY OF LA QUINTA
3UILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
ATE /10--�144l By A:�11/
M&
ARCHITECTURAL COMMITTEE CERTIFICATE
(Exhibit "A" to the Architectural
Improvement Application and Agreement)
The Architectural Improvement A plication and Agreement was .reviewed by the
Architectural Committee on and has been:
Approved Conditionally Approved Rejected
Subject to the following
Conditions set forth below
Returned for Further Information
Required Modifications
Comments •'G/Q >� Q e -,A-1 n �o i V- /l/_ %
Yes No
Recording to be sent by'owner to County Recorder's office for roof and/or
exterior wall modifications.
Deposit Required Deposit Amount Required S
Date
Architectural Committee -
Architectural Co4ittee Architectural Committee
Architectural Committee Architectural Committee
NOTE: THIS APPROVAL IS VALID FOR 90 DAYS FROM APPROVAL DATE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX PROD.
SEE SCHEDULE
MAX O.N.
7SkOA 251E OF SPAN 0.
�r� R
1 qC
k'C
h
LENGTH OF STRUCTURE VARIES
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 61/2' SIDE PLATES.
p,. OPEN LATTICE TYPES
&M: THIS OPEN LATTICE -TYPE STRUCTURE SEMSCHEDULE /
Sv40'SCJ \ MAY NOT BE COVERED.
'%\ RAFTSEE T
FOR SIZEABLE /
AND SPACING
PLATES
NOTE: EACH COMPONENT IS INTER- 3 Y BLAB MENT
MAAY BE USEDD WWHEHERE
CHANGEABLE WITH ANY COMPONTENT UNLESS OTHERWISE SHOWN. sFer r SEE SC EEDULE
FOOTING WHERE REQUIRED,
OPEN LATTICE -TYPE PATIO COVER
SEE SCHED. FOR FOOTING CUBE SN: THIS OPEN LATTICE -TYPE STRUCTURE
SCALE -'NTS MAv�BE COVERED. Al,�
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE.. Al
RAFTS% 9EE TABLE SEE FOR SIZE NOTE: THIS OPEN LATTICE -TYPE
AND SPACING MAY.MTBE COVERED.
MAX. O.H. O.
257E OF SPAN
LENGTH OF STRUCTURE VARIES
POST CRC
SEE POST
LENGTH OF STRUCTURE VARIES
POST WITH SIDE PLATES TI
SEE DETAIL
EACH COMPONENT IS INTER- 3 112' SLAB ATTACHMENT
kLE, WITH ANY OTHER r ' MAY BE USED WHERE
UNLESS OTHERWISE SHOWN.Fr1a� SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
8 r
ee�NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
MAX PR..
9EE SCHEDULE
MAX (
5% OF
LENGTH OF STRUCTURE VARIES
POST CRL
SEE POST
NOTE: EACH COMPONENT IS INTER- I TO CONSTRAIN v riS(�C/yG
CHANGEABLE WITH ANY OTHER sFF r a r FOOTING. SEE 31/Y SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. SCHEDULE MAv BE USED
F NOTE: EACH COMPONENT IS INTER- e r a FOOTING STSR IN
CHANGEABLE WITH ANY OTHER FF
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. r / SCHEDULE
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIREDSEE 8CHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN I TTIr:F gTPI Ir`TI IRS
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 4neaD1 t
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10.20 8 30 p5f
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (951) 741-2107
STRUCTURES
HORIZ WIND
90,100 8110 MPH
9298 ALPINE AVE., SACRAMENTO, CA 9$828
SHEET 3 OF 33
(918) 452-7021 FAX 403.1579 itele>t®Aulehuncom
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C I
25' 67° T=SEE TABLE BELOW 43�?=�}�.40"
`^ 40"
2.46" 170"4j4401.48 .40"55"
3.00" — 4.50" 4.50" -- 4.50" 4.50" 3.
24.00"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI -"V" PAN (SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.0
.018
11'-9"
101-8"
11'-9"
9'-7"
101-8"
8'-8"
10
.024
13'-9"
12'-7"
13'-9"
11'-3"
12'-6'
10'-3"
.032
032
15'-1"
14'-6"
15'-1"
13'-0"
14'-5"
11'-9"
20'-1r
.018
91-8"
91$"
9'-0-
9'-7-
9'-8-
.020
20
.024
11'-6"
11'-6"
11 t6"
11'-3"
11'-6"
10'-0"
12'-10"
.032
13'-4"
13'-4"
13'-4"
13'-0"
13'-4"
11'-9"
16•5"
.018
8'-5"
V-5"
V -S"
81-5"
81-5"
8'-5"
30
.024
101-0'
10'-0'
101-0'
10'-0'
10'-0'
10'-0'
10'-4"
.032
11'-7"
11'-7"
i1'-7"
11'-7"
11'-7"
11'-7"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
dF SS
,4,'
�o
440Cq
I' ND. 3.7948
)fs��
12" x 3 1/2"W PANEL
(SEE NOTE 1 BELOW)
L.L =
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
r'S)
.020
14'-3"
14'-3"
14'-3"
14'-2"
14'-0"
12'-10"
.024
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
14'-1"
.032
181-8"
181-8"
18'-8"
18'-8"
181-8"
Ir -3"
.040
20'-1r
20'-11"
20'-11"
20'-11"
20'-11
19'-9"
20
.020
11'-10"
11'-10"
.024
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
032
15'-5"
15'-5"
16•5"
15'-5"
1515'
15'-5"
040
17'-3"
17'-3"
17'-3"
1 T-3"
1T-3"
1T-3,
30
.020
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
024
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
.032
13'-6"
13'-6"
13'-8"
13'-8"
13'-6"
13'-8"
.040
15'-1'
IVA"
15'-1"
15'-1'
15'-1"
15'-1"
DRAWN BY: E.H.
TOM CAMPBELL &ASSOCIATES, INC.
uVE LOAD
PATIO COVER-SYSTEMAS FG. BY:
IAPMO ERN 0195
DATE:: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10.20 6 30 psf
OURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA. CA (931) 741-2107
0. 0 8 WORM 110 MPH ND
8289 ALPINE AVE. SACRAMENTO, CA 9b528
SHEET 4 OF 33
(915) 452.7021 FAX 403.1519 seles®dmh mwm
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
2, 1 _ 8.5' -- aFES& �f3'
MAX 2-
:032 1' F�- r {d 032'
ALUM. ALLOY.3 2 13 NO. 37g4 C" j .042"
OR EOUAL
7k SEE NOTE BELOW 1 / OR EOUOAYL3We H38
z 2 X 6 1/2" RAFTER z DBL. 2 x 6 1/2" RAFTER
L.L.= "T" $ 90 MPH 100 MPH 1 0 MPH L.L.= 'r a 90 MPH 100 MPH 110 MPH
(PSF) (IN.) °lo EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) °ws EXP. B EXP.0 ExP_ a EXP.0 EXP_ H E)
I EXPOSURE B & C
1--�1 3.0'
Jl�I I .042"
ALUM. ALLOY 3004-H38
OR EOUAL
7k SEE NOTE BELOWT
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-6' 23'-5" 24'-0" 122'-8" I 23'-5. 121'-10"
20'-0' 19'-1' 19'4" 18'-6- 19'-1- 17'-10-
.024
16`
12'-2"
12'-2"
12'-2"
11'-10"
11'-10"
11'-5"
24" 9'-11" 9'-11- 9'-11- 9'-8" 9'-8"
9--3-
10
.032
16"
16'-3"
16'-3"
16'-3"
15'-9'
15'-9"
15'-2"
24' 13'-3" 13'-3" 13'-3" 12'-10' 12'-10"
12'-5"
4 1 5 5 6 6
.042
16"
21'-4"
21'-4"
21'-4"
20'-8"
20'-8"
19'-11'
24" 17'-5' 17'-5" 17'-5" 16'-10" 16'-10"
16'-3-
11
.024
16"
9'-4"
9,-4.
9.-4-
9,,4.
9,-4-
9'-2-
24" T-7" T-7' T-7" T-7" T-7"
7'-6-
20
.032
16"
12'-5"
12'-5"
12'-5'
12'-5'
12'-5'
12'-3-
24' 10'-2" 10'-2° 10'-2" 10'-2" 10'-2"
10'-0'
15 15 16
.042
16"
16'-4"
16'-4"
-0
16'"
16'-4"
16'-4"
16'-1'
24" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
13'-2"
.024
16"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
24" - - - - -
-
30
.032
16"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
24' 8'-4" 8'-4" 8'-4` 8'-4" 8'-4-
8'-4-
.042
16"
13'-5'
13'-5'
13'-5"
13'-5"
13'-5'
13'-5"
24- 11'-0" 11'-0- 11'-0- 11'-0" 11'-0"
11'-0"
I EXPOSURE B & C
1--�1 3.0'
Jl�I I .042"
ALUM. ALLOY 3004-H38
OR EOUAL
7k SEE NOTE BELOWT
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-6' 23'-5" 24'-0" 122'-8" I 23'-5. 121'-10"
20'-0' 19'-1' 19'4" 18'-6- 19'-1- 17'-10-
.024
18'17'-3'
- CLEAR SPAN
17'-3"
17'-3'
16'-8'
16'-8'
24' 14'-1" 14'-1" 14'-1" 13'-7" 13'-7"
13'-2'
10
.032
16'
23'-0"
23'-0"
23'-0-
22'-3'
22'-3"
21'-6"
24" 18'-9" 18'-9" 18'-9" 18'-2" 18'-2-
17'-6•
4 1 5 5 6 6
.042
16'
30'-2"
30'-2-
30'-2-
29'-3"
29'-3"
28'-2'
24" 24'-7' 24'-7" 24'-7" 23'-10" 23'-10'
23'-0"
11
.024
16"
13'-2'
13'-2"
13'-2"
13'-2'
13'-2"
177
24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9"
10'-71
20
.032
16•
17'-7"
17'-7'
17'-7°
17'-7"
17'-7"
17'-4"
24" 14'-4" 14'4" 14'-4' 14'4' 14'4"
14'-2-
15 15 16
.042
16"
23'-1"
23'-1`
23'-1'
23'-1'
23'-1"
22'-9"
24" 18'-10" 18'-10" 18'-10' 18'-10" 18'-10"
18'-7'
.024
16"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
24• 8'-10' 8'-10" 8'-10" 8'-10" 8'-10"
8'-10°
30
.032
16"
14'-0"
14'-6"
14'-6"
14'-6"
14'-6"
14'-6-
24` 11'-10" 11'-10" 11'-10- 11'-10' 11'-10"
11'-10"
042
16"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0'
19'-0'
24" 15'-6° 15'-6" 15'-6• 15'-6' 15'-6°
15'-6"
I EXPOSURE B & C
1--�1 3.0'
Jl�I I .042"
ALUM. ALLOY 3004-H38
OR EOUAL
7k SEE NOTE BELOWT
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-6' 23'-5" 24'-0" 122'-8" I 23'-5. 121'-10"
20'-0' 19'-1' 19'4" 18'-6- 19'-1- 17'-10-
TRIRUTARY WIDTH
TABLE
- CLEAR SPAN
(FT.)
PATIO COVERSYSTEMAS MFG. BY:
O.H. 1
8 1 7 8 9 1 10
11 12 13
14 16 1
16 17
18
1 19 20 21
0 1
3 1 4 4 5 5
6 6 7
7 8
8 9
9
1 10 10 11
1' 1
4 1 5 5 6 6
7 7 8
8 9
9 10
10
1 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
1 10 10 11
11 12
12 13
13
14 14 15
5'
- - - _ _
11 11 12
12 13
13 14
14
15 15 16
I EXPOSURE B & C
1--�1 3.0'
Jl�I I .042"
ALUM. ALLOY 3004-H38
OR EOUAL
7k SEE NOTE BELOWT
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-6' 23'-5" 24'-0" 122'-8" I 23'-5. 121'-10"
20'-0' 19'-1' 19'4" 18'-6- 19'-1- 17'-10-
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD.
PATIO COVERSYSTEMAS MFG. BY:
IAPMO ERM 0195
DATE::2ONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
16"
17'-9'
17'-9'
17'-9•
17'-9"
1 T-9"
17'-7"
HORIZ. WIND -
90.1008110MPM
.042
24"
14'-6"
14'-6"
14'-6`
14'-6"
14'-6•
14'-4"
20
16"
14'-7"
14'-7'
14'-7"
14'-7"
14'-7"
14'-7"
.042
24'
11'-11"
11'-11"
11'-11•
11'-11"
11'-11"
11'-11"
30
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTION
SPAN
O.H.
=_ h
TRIBUTARY TRIBUTARY
WIDTH 112 SPAN + O.H.
� 't
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD.
PATIO COVERSYSTEMAS MFG. BY:
IAPMO ERM 0195
DATE::2ONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 8 30 psf
DURALUM PRODUCTS, INC,
1(916)452-7021
REVISED BY:
RANCHO CUCAMONOA, CA (951) 741-2107
HORIZ. WIND -
90.1008110MPM
8299 ALPINE AVE., SACRAMENTO, CA 95828
FAx403.1618 SUes®aurewmmm
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' r-3-1-2- I MAX. HEIGHTCC) =10'13.00 SQ.
3.00"SQ. .024- 10 SMs 3.00" SQ. '-" I "
032' Q24"O.C.
EA. SIDE
�,QQ�zz 6.5" 3. O 5"
ACII� .14"R .040"ALUM,
.032° TYP, .048"STEEL
O5/8" PLASTIC PLUG •28" OF OE
3" SQ. ALUM. POST S O MAG POST
ALUM. ALLOY 3004-H36 H E ES 3" SQ, STEEL POSALUM. ALLOY;JUU4-H35T 3" SQ. ALUM. POST
AL M. ALLOY 3004+36 _ ALUM. ALLOY 6063-T6
ALUM. ALLOY AO" OR
6063-T6 2.40"
1.375"
Ko —r.-
0X75"
.60"
1.5P..' .0" TYP.
INSTALL IN x IN x N HDG
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T' BRACKET
q 7/16-0 Hol
FOR 3/8' N
ASTM GRADE 36 STEEL
INSTALL 1 " x 1Y=' x ' HOG
WASHER PLATE AT ANCHORS
157°.
TYP_
S FOR
POS 3'
ONLY
rk 2- 5/16.0
STEEL "T" BRACKET
V =3"SQ.xt=.188"
IH =3'SQ.xt=.250"
I-3"SQ.xt-.313"
J=4"SO.xt=.188"
K -4'S .xt=.250"
=L
3.0" OR 4,0 -
SQUARE 0"SQUARE
STEEL POST
ASTM A500 GRADE B
ALUM. ALLOY
6063-T6
"H" BRACKET
H
cn
2 FLANGES
2 1/8" APART
BASE FLARES
TO 31WIDE EA.
SIDE OF FLANGES
(j 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
%- r— (4ySDS 25412
3"x 8" ALUM. RAFT. BRACKET --�l
3"x 8" ALUM. HEADER
HEADER BRACKET n
DRAWN BY: E.N
CAMPBELL& A
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
L A
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERd 0195
DATE:428r1011
SCALE: NONE
COMMERCIAL AND STRUCTURAL ENGINEERING
C.00UMNI
10.20 psl
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (951) 741-2107
POST TYPES
HORIZ WIND -
90.100 a 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95928
(919) 452-7021 FAx 4031518 eales(djdurelum.eom
SHEET 8 01=33'
F 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-136
1.50
N m WALL
FASTENERS
SEE TABLE
1.75 O
ROLLFORMED HANGER
.281"
ALUM.ALLOY
1L8083 -T6
08 O
EXTRUDED HANGER CHANNEL
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
R.F. OR EXT. HANGER SEE TABLE
CHANNEL, 2X OR 3X
RAFTER BRACKET. -�
ALUM. PANEL 2X OR--/
3x ALUM. RAFTER ld
FASCIA BOARD—)EXIST, EAVES, RAFTER
ALLOWABLE PROJ. _EXISTING EAV
SEE TABLE BELOW OVERHANG
(24° MAX.)
EXISTING EAVE CONNECTION \`J
WALL FASTENERS
SEE TABLE
.25'R OS
#14 SMS (91 PANEL
LOCKS 0R #8 SMS
AT EA CONTACT
w
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
IV
WALL FASTENERS
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
3 (WHERE
ALUM.ALLOY
014 SMS ® EA CONTACT
6083 -TB
WALL CONNECTION
1O
ALUM.ALLOY
8083-T6
I.R. HANGER O"J
2.740"
T=.080"
w
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
IV
WALL FASTENERS
O
SEE TABLE
90
A B B C D D E E j F
O
s
�
APPROVED 3' OR 4•
A
INSUL ROOF PANEL
O
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
16" O.C. CELL AT FASTENER) OR CONC.
LL=10
LL -10 LL -20 LL=30 LL=10 LL=20 LL -30 LL -10 LL=20LL t6.
90
A B B C D D E E j F
100
A B B C D D E E F
110
A B B C D D E E F
14'-2"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
9'-7'
A-SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX.
wo
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24° O.C. MAX.
2,-0" 9'-4" 7'4"
C=SDS25412 AT EACH STUD, 18' O.C. MAX.
wa
D=3/8"0 x 4" LAG SCREW AT EACH STUD
LLtl
'E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
19'-4"
°F=3/8"0 x 1 1/8" AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2"x8" FULL
2"x10° NOTCCHH ED
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1
EXIST. RAFTER
+/4" OR 1 1/2"
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG L)
LL=10
LL=20
LL=30
2" x 4°V-6"
FULL OR
2" x 6"
NOTCHED
16" O.C.
WOOD STUD)
18'-8"
18'-8"
14'-2"
'-0" 14'-0" 12'-8'
9'-7'
24' O.C.
1'-6" 12'-5' 11'-8"
8'-10"
2,-0" 9'-4" 7'4"
5'-7"
2"x6" FULL
2"x8"NOTCHED
D
24" O.C.
2'-0"
19'-11"
19'-4"
WALL CONNECTION O O BRACKET CONNECTION
2"x8" FULL
2"x10° NOTCCHH ED
24" O.C.
2'-0"
31'-11"
31'-11"
25'-0°
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL=20psf
EXISTING LUMBER AT OVERHANG: #20 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
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.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10# L.L.=(2)#14 SMS EA. SIDE
2D#/30#L.L.-(2)114 SMS EA. SIDE
U -BRACKET
_
+/4" OR 1 1/2"
TOM CAMPBELL 8 ASSOCIATES, INC.
EACH 1/4'0 x 3-1/2'LAG SCREWS L.L.=10 psf.
EACH 7/16"0 x 3-1/2' LAG SCREWS L.L.-20 AND 30 psf
I 2" x 61/2.OR
R2
31n•wREXISTING
5" MIN. 3"X 8" ALUM.
MIN. PENETRATION INTO
RAFTER
f(3�-
OR 1 1/2"
WOOD STUD)
EXISTING WOOD STUD FRAMING
,.RB+4 SMS O.0
1 ggp"--+- AT 12" O.C.
1 1/4'
YP.
NOTE: PROVIDE WATER
PROTECTION. METAL FLASHING
CAUCK JOINTS AND SLOPE
r— TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
/ ~
L'
B LEDGER2
TOM CAMPBELL 8 ASSOCIATES, INC.
EACH 1/4'0 x 3-1/2'LAG SCREWS L.L.=10 psf.
EACH 7/16"0 x 3-1/2' LAG SCREWS L.L.-20 AND 30 psf
LIVE LOADT
R2
31n•wREXISTING
/4•(2'
MIN. PENETRATION INTO
26
DATE: 4126=11
NONE
f(3�-
t)"
WOOD STUD)
PRODUCTS, INCIAPMO
NOTE: USE LEDGER WHERE RAFTER SPACING
RANCHO CUCAMONOl. CA (851) 711-2107
ATTACHMENTS
HORIL WINDLPINE
90, 100 8 110 MPH32.7021
EXCEEDS EXISTING STUD SPACING
TE: BRACKET
SEE ®FOR ATTACHMENT NOTE: PLACE'SIKA LAR
1 MATERIAL BETWEEN BRACKET
MAY BE MOUNTED
AND COMP.
BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTION'S,
WALL CONNECTION O O BRACKET CONNECTION
DRAWN E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOADT
COVER S S E AS MFG. BY:
ER# 0183
26
DATE: 4126=11
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
0. 20 s!LUM
PSCALE:
PRODUCTS, INCIAPMO
BY:
RANCHO CUCAMONOl. CA (851) 711-2107
ATTACHMENTS
HORIL WINDLPINE
90, 100 8 110 MPH32.7021
AVE., SACRAMENTREVISED
FAX 403.1519 salea(�dI#alum.eom
SHEET 9 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
APOST TYPE B.C.O.IOR ELUM.TBRACKET USE. f 1A''gII ( }
"T BRACKET POST TYPE 9,CA.E.F.G.H,J OR K )( (I /—FTGEH J T K ONLY:
Q 3 -SQ. POST W/ STETLT'BRACKET USE WRH I USE POST TYPE M POST TYPE J t_
2 -#1 S '
3"SQ. v
SI 2 MS ST
SIDE OF POST OR
1/4" M.B. THROUGH
POST
[(2}1/4"0 POWERS WEDGE.
BOLTS+, OR EQUAL, EACH
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4" OR
TO CRACK = 10"
(I W MIN. EMBEDMENT)
r. SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
EXISTING
,w., ATTACHED
,,WALTERNATE FTG.
CUBE SIZE
SO. 18" DEEP
CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SO.
16°
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SO.
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" SO.
43'
' CUBE FOOTING W/ V SLAB
3' SQ. POST
STEELT'BRACKET.'
SEE NOTES BELOW USE (2h1/8'0 HILTI KWIK
BOLTS OR EQUAL
2 W EMBEOMENT DEPTH
FOR KWIK BOLTS)
c _ d ,._...... _.
4
v POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE FOOTSCHEDULE ING QUAR
IN BEAM SPAN TABLE
3" SO. POSTS TO CONC. FOOTING
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24' CUBE
(2)-12"0
3114"
25' - 30' CUBE
(4)-12.0
3114'
31' - 34' CUBE
(4)-518'0
4"
35" - 39' CUBE
(4}3/4'0
4 314"
40" - 42' CUBE
(4}3/4'0
4 3/4'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR 4917 OR EQUAL
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
1/2 DEPTH OF
FOOTING OR
12" MIN. EMBD.
(2}1/2'0 BOLTS
FOR ALL OTHER
CONDITIONS
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
WNNSERT,-MAG BEAM, 4' OR
r I-BEAMs.
2. POST TYPE E
INSTALL WASHER PLATE.
2'XVX5VAT
STEEL 'r BRACKET,
3. POST TYPE F
DO NOT USE STEEL=
BRACKET WR" I -B AM
A572
x.188"
ASTM A36
STEEL
12"
WELDED STEEL BASE PLATE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9
9"SO.x5/8' B,C.D,F,G,&H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE I ANCHOR BOLTS (SIZE & TYPE)
_j (4} 314"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: E.fL
Iuli�
I L
T.O.C.
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4/2641011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 d 30 paf
OURALUM PRODUCTS, INC.
r:
LU
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
AND EMBEDMENT
t'
8269 ALPINE AVE., SACRAMENTO. CA 95826
z9" 112"OM B.
LONG 1
h
3/78'
FROM END
y:• °L"
Ua]
OF POSTyw
�L� ;'
Z
3- SO. POST (STL.)
OR FLUTED
POURED
SQUARE
SEE FTG.
OR 4" SCL POST (STL) '
CONCRETE
FOOTING
SCHEDULE
,
IN BEAM
INSERT
SPAN TABLE
PL.5/8'THK.
SQUARE POST EMBED.
INTO FOOTING
9
tv
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
WNNSERT,-MAG BEAM, 4' OR
r I-BEAMs.
2. POST TYPE E
INSTALL WASHER PLATE.
2'XVX5VAT
STEEL 'r BRACKET,
3. POST TYPE F
DO NOT USE STEEL=
BRACKET WR" I -B AM
A572
x.188"
ASTM A36
STEEL
12"
WELDED STEEL BASE PLATE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9
9"SO.x5/8' B,C.D,F,G,&H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE I ANCHOR BOLTS (SIZE & TYPE)
_j (4} 314"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: E.fL
TOM CAMPBELL &ASSOCIATES, INC.
COLUMN
LIVE LOAD .
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4/2641011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 d 30 paf
OURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
AND EMBEDMENT
HORIZ. WIND •
90,100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO. CA 95826
(918) 452-7021 FAX 403.1519 aelea®durBNm.cam
SHEET 10 0F 33
2.00" -_T
1.79"
NC
c6 3„ 2.57"
2.19"
2.08"
.038" R.F. GUTTER
FASCIA—ALUM. O
ALLOY 3004—H36 A
6.5" ROLLFORMED
r 3--1
SPLICE
WHERE
OCCURS 4"
070
TY1
ALUM.ALLOY
808378 O
4" I -BEAM ' F
HEADER BEAM TYPES & ATTACHMENT DETAILS
GUTTER EXT. CLIP
SPLICE WHERE
OCCURS
4.6'
2.04'
OBS'
TVP.
2.r
ALUM. ALLOY O
8063-T8 B
4.5" GUTTER
a• �''
r h
SPLICE \ y
WHERE lti[
OCCURS
ALUM. ALLOY
606376 O
7" I -BEAM G
MAX. 3" e.
.042"
ALUM. ALLOY 3004-H38
OR EQUAL
DBL. 3 x 8 BEAM O
GUTTER
SPLICE WHERE
OCCURS
.065'
TYP.
SPLICE WHERE
OCCURS
ALUM. ALLOY ALUM. ALLOY
6083-TBO 6063-T6
MAG. GUTTER C
2" � 8.5'
.024"
—� f— .032"
042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
MAX. 3" B.
.042"
ALUM. ALLOY 3004-H30
OR EQUAL
DBL. 3 x 8 BEAM O
W/ DBL. 3 x 8 STL. INSERT
MAG BEAM O
MAX. 2" 8.5-
.032°
ALUM. ALLOY 3004-H36 OR EQUAL J
3.00" SQ.
_.J1.00v_
214"R3
TyP. 048"
ASTM A653 GRADE 40
E
3" SQ. STEEL BEAM
3.0"
—� .042"
8.0"
ALUM. ALLOY 3004-H36
OR EQUAL
O
DBL. 2 x 6.5 BEAM I 3 x 8 BEAM
Te 14 GA
7.8 5" ASTM Ae53 GRADE 30
ff 6 °
2.875" F
3x8BEAM QO
STEELINSERT
375"
6.658° ALUM. ALLOY 8063 78
375"
T
7" I -BEAM "C" OP
SPLICE / INSERT
3
—;
�-- .042"
TOM CAMPBELL 8 ASSOCIATES, INC.
8"
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0185
ALUM. ALLOY 3004-H38
OR EQUAL
O
3 x 8 BEAM W/ STL. INSERT
HEADER BEAM TYPES & ATTACHMENT DETAILS
GUTTER EXT. CLIP
SPLICE WHERE
OCCURS
4.6'
2.04'
OBS'
TVP.
2.r
ALUM. ALLOY O
8063-T8 B
4.5" GUTTER
a• �''
r h
SPLICE \ y
WHERE lti[
OCCURS
ALUM. ALLOY
606376 O
7" I -BEAM G
MAX. 3" e.
.042"
ALUM. ALLOY 3004-H38
OR EQUAL
DBL. 3 x 8 BEAM O
GUTTER
SPLICE WHERE
OCCURS
.065'
TYP.
SPLICE WHERE
OCCURS
ALUM. ALLOY ALUM. ALLOY
6083-TBO 6063-T6
MAG. GUTTER C
2" � 8.5'
.024"
—� f— .032"
042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
MAX. 3" B.
.042"
ALUM. ALLOY 3004-H30
OR EQUAL
DBL. 3 x 8 BEAM O
W/ DBL. 3 x 8 STL. INSERT
MAG BEAM O
MAX. 2" 8.5-
.032°
ALUM. ALLOY 3004-H36 OR EQUAL J
3.00" SQ.
_.J1.00v_
214"R3
TyP. 048"
ASTM A653 GRADE 40
E
3" SQ. STEEL BEAM
3.0"
—� .042"
8.0"
ALUM. ALLOY 3004-H36
OR EQUAL
O
DBL. 2 x 6.5 BEAM I 3 x 8 BEAM
Te 14 GA
7.8 5" ASTM Ae53 GRADE 30
ff 6 °
2.875" F
3x8BEAM QO
STEELINSERT
375"
6.658° ALUM. ALLOY 8063 78
375"
T
7" I -BEAM "C" OP
SPLICE / INSERT
DRAWN E.N.
DATE: 4/282011
261
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD .
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0185
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10.20 8 30 pe!
DURALUM PRODUCTS. INC.
11916)452-7'021
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
HORIL WIND.
8289 ALPINE AVE.. SACRAMENTO, CA 95826
I
90, 100 A 110 MPH
FAX 403-1819 eales@dumlum.eom
SHEET 11 OF 33
SPLICE DETAILS BEAM TO POST DETAILS 12
SIMPLE SPLICE
FULL MOMENT
I I
(9 TOT S. II #12 S.M.S. II
TYP. THICKNESS =.035' (24 TOT TYP.
8 36' THICKN S =.035"
n
n � n
+ + +LA I ++ + + + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
1.- 3"-I
SPLICE WHERE �n
OCCURS
070"
TYP.
ALUM.ALLOY
6063-T6
4" I—BEAM
TOTAL- (8)-1/2.0 BOLTS
I _
f.
I—
LIVE AD "
PA O COVER SYSTEM AS MFG. BY:
Ti0
0 El
2.110"
0 0
O O
N
�
BEAM
SPLICE DETAILS
10, 20L,03
DURAL PRODUCTS, INC.
3'-0"
I -BEAM ALUM ALLOY
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCUI
ALUM. ALLOY
8003-T8
7" I -BEAM
MOMENT CSPLICE
No
(2)#10 S.M.S.aQ EA.
VALLEY, TYP.
o
I _
f.
I—
LIVE AD "
PA O COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
N
�
BEAM
SPLICE DETAILS
10, 20L,03
DURAL PRODUCTS, INC.
NOTCH I -BEAM FLANGE
I -BEAM ALUM ALLOY
RANCHO CUCAMONOA, CA (951) 741-2107
AS NEEDED TO CLEAR
(6061-T6) ALTERNATE I
I
SO. POST,CONNECT WEB
STL. C -BEAM
TO POST W/(2)-1/2"0
THRU-BOLTS
SQ. POST
BEAM TO POST CONN.
1/12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS Q B'O.C.
MAX. STAGGER IN BEAM
PANEL
4-x3' ALUM. 1- SM. OR J I (4}1/4'0 M.B. BEAM
7'x4' ALUM. "I' SM. d—TO BRACKET
2- 3/810 M.B. THRU STL. 'T"
BRACKET TO POST.
POST, SEE SCHEDULE --e _r_
ALTERNATE BEAM TO POST CONN.
DRAATlWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE AD "
PA O COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20L,03
DURAL PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (951) 741-2107
O D
NORIL WIND -
80, 100 6 7I0 MPH
IN
9289 ALPINE AVE, SACRAMENTO. CA 85928
(918) 452.7021 FAX 40}1579 aeles®duratum.eom
SHEET 12 OF 33
2.014 x 1/2" S.M.S. EACH SIDE OF 3'
so. POST 4•rorAL
ALTERNAT�: 1014'0 DLT W/ WASHER
EA. SIDE OF 3- SO. POST
LL-sn
4 to'
O+ S IIS sylyo-
2.35' FFl 3' SO. POST
2.014 x 112' S.M.S. EACH SIDE OF 3'
S0. POST 4 TOTAL
ALTER. -. 1/4'O �OLT W/ WASHER
EA. SIDE OF 3' SO. POST
�� 3.0 3- SO. POST
OR .240'
1'-0"
GUTTER FASCIA
2'-0"
6 - #14 SDS
MAG BEAM 1
3"SO. STL. BEAM
3- SO. POST
13
DATE: 4128/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10, 20 a 30P.
DURALUM PRODUCTS, INC.
1(916)452-7021
ALUM. ALLOY 3105-H25
1 1.50,E
.28" –LI 2�� I
2
.
18
HORIZ. WIND ■
TD
1 1/2" SQ. OR 2" LATTICE TUBE
REVISED SY:
ALUM. ALLOY 3105-H25
90,100 B 110 MPH
FAx a03-1819 sates®durelum.mm
SHEET 13 OF 33
2"x3" LATTICE TUBE
BEAM TO POST CONNECTION DETAILS
' x 8" x.042" BEAM,
' SQ. STEEL OR
AG BEAM.
(4)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT =16
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
#8 x 2 "SMS_2 1/2"
1 1/2' SO., 2* SO..
OR 2°x3' LATTICE
@ 3" O.C. MIN.
TO 6"O.C. MAX.
LATTICE TUBE TO RAFTER 17
"L" FASTENERS
1'-0"
4 -#14 SDS
2'-0"
6 - #14 SDS
Y-0"
12 - #14 SDS
FASTENER SPACING - 314'
#14 x 1/2' S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
#14 S.M.S. @12-O.C.
FASCIA
6112"x2'x.024
RAFTER
No.
1
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
�OPTIONAL LATTICE TUBES
AT OVERHANG
00I vl >–q FASTENER
ER 8
ALUM. BRACKET X
2" 11' I 'L' SEE TABLE
RAFTER "TAIL" TO GUTTER 15
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
1/2" MIN.
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO BEAM
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERO 0195
DATE: 4128/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10, 20 a 30P.
DURALUM PRODUCTS, INC.
1(916)452-7021
.
ATTACHMENT.
HORIZ. WIND ■
8289 ALPINE AVE., SACRAMENTO, CA 85828
REVISED SY:
RANCHO CUCAMONGA. CA (951) 741-2107
90,100 B 110 MPH
FAx a03-1819 sates®durelum.mm
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION
/BEAM SPLICE TO
!/ OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
1 1/2" OR 2"LATTICE Q�phESv�jd'' .• I POST. NOT PERMITTED PLUG WHERE
W
6 SCREWS C� 2 -POST UNITS
ALTERNATE 1/2" 1IggA I SCREW IS INSIDE
BOLT CONNECTIODOUPLABLE RA ER- W , ? PER SIDE I
r` .5" #14 SMS MAY
LTERNATE : i-) tnf BE USE AS
NO 3 048 rn ALTERNATE TO
#14 S.M.S. EACH 3.5" '� 3.5"
AFTERT. COL.3.5" 3.5" 1/4"0 BOLTS
ONNECT. (8 -TOT.) 8" BEAM
r
4.6.0 6'
3"x TL (24") ° ALTERNATE:
INSERT ATTACH ED OR (2}2x6.5" OR
3'x 3"STL.POST COLUMN (2),3"x8"HEAD
FOR FREESTANDING
(2)-1/2"BOLT
2"x 8.5' SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
/--LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2} 2x8.5" OR (2}3"xB" HEADER
ALTERNATE:
3"x3"x0.024" (1) -1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
❑1 OR F-
6414 SMS
EACH SIDE
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHEE
POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 21
POST SCHEDULE
a3" SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032"
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.
EXISTING
DRAWN 261 E.N.
DATE::
SHEATHING
2'x8 Y2'4.024"
UVE LOAD -
ALUMINUM MEMBER
WITH WOOD FILL OR
SCALE: NONE
NONE
2"x8" NOMINAL LEDGER
LATTICE
(NEW OR EXISTING)
LU \ s:
(2) SIMPSON SDS25600
G c- EXISTING
".' t" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER
ATTACHMENT DETAIL 22
DBL. 3"X8"X042 BEAM
OR DBL. 2'X6.5"X.032" BEAM
�— 5/8' 0 ACCESS HOLES
INSTALL 6 - #14 X %'
3" SO. POST LONG SDS Q EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
DRAWN 261 E.N.
DATE::
TOM CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD -
PATO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE: NONE
NONE
COMMERCUINAND STRUCTURAL ENGINEERING
LATTICE
10. 20 8 30 pet
DURALUM PRODUCTS, INC.
REVISED BY:
CUC MONGA
RANCHO CUCAMONOA CA (961) 741-2107
CONNECTIONS
HORIZ WIND -
9269 ALPINE AVE., SACRAMENTO, CA 95526
90,100 a 110 MPH
(919) 452.7021 FAX 403-1519 eates@dmtum.�a"
SHEET 14 0F 33
1 10# L.L. 90 MPH FRFFSTANn R ATTAr`_P;=r) npl=m i &TTir,= DA -rine 4 01 r",o ( ff!o1, r-vr„ m e
iv„ MUM \ ULVIVIVI ArIAUNU UM rJU51 IW SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
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. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
ia FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C.
DRAWN BY: E.N.
DATE::
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE SPACING TABLE
PO
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERp 0195
SCALE: NONE
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 30 pd
DURALUM PRODUCTS, INC.
>_3"
REVISED BY:
SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
8269 ALPINE AVE., SACRAMENTO, CA 9SB26
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAM
WIN
RT DBL.
3"x8" BEAM
(9i8) 452.7021 FAX 403-1519 eeleaCA"":2'.com
o:
0
MAX.COL.
OR 3"x8"BEAM
ATT. MAX,pOST MAX.POST
EACH w/
'ATT.
A 3"x8" STL.
INSERT
>-
MAX.POST
FREESTAND
ATT. MAX POST
FREESTAND
FREESTAND
FREESTAND
ATT. MAX.POST
FREESTAND
ATTACHED
a
SPACING
ON SLAB*
SPACING
(SPAN)
SPACING
FTG. (SPAN)
SPACING SPACING
FTG. FOR DBL. FOR 3- x 8-
SPACING
FTG.
MAX.POST
FTG SPACING
5 0
FTG.
MIN.
POST
FTG.
MIN.
FTG.
MIN.
FTC,,
MIN.
MIN.
MIN.
(IN")
TYPE
(IN.)
(IN.)
TYPE
(IN.) 2'x6.5'x.032' BEAM
(IN.)
POST
TYPE
(IN.) (SPAN)
(IN.)
POST
(IN.) (SPAN)
FTG
(IN.)
POST
FTG
(IN.) POST
4'
17'-0°
12'-2"
11'-9"
29
G
14 20'-0"
33
G
16 14'-0" 14'-2"
30
G
14 26'-0"
35
TYPE
G
18 36'-9"
39
TYPE
TYPE
20
16 19'-1"
18 13'-4" 13'-s"
16 24'-10"
20 35'-1"
G
23 B
4'
5'
13'-7"
11'-4"
10'-11"
28
G
14 17'-11"
16
32
G
17 12'-6" 12'-8"
29
G
15 23'-3"
34
G
18 32'-1
37
21 B
,
1TA"
19 11'-11" 12'-1"
17 22'-2"
21 31'-4"
G
_:_24 E
5
6'
11'-4'
10'-8"
10'-4"
28
G
15 16'-4"
17 15'-7"
31
G
17 11'-5" 11'-7"
29
G
15 21'-3"
33
G
19 30'-0"
37
G
21 B
,
20 10'-11" 11'-0"
18 20'-3"
22 28'-8"
24 E
6
7'
9'-8"
10'-1"
9'-9"
27
G
15 15'-2"
18
31
G
18 10'-7" 10'-8"
28
G
16 19'-8"
33
G
20 27'-10"
36
22 B
,
14'-5"
20 10'-1" 10'-2"
18 18'-9"
22 26'-6"
G
25 E
7
8
8'-6"
9'-8"
9,�"
27
G
16 14'-2"
18 13'-6^
30
G
18 9'-11" 10'-0"
27
G
16 18'-5"
32
G
20 26'-0"
35
G
22 B
,
21 g'_5" 9,_6„
18 1 T-6"
23 24'-10"
25 E
8
9'
T-7„
9'-3"9,-0"
27
G
1619 13'-412,-9"
30
G
1 21 9 �" 9 _5"
27
G
1719 17'-46
32
G
2023 24'-23,-5"
35
23 E
8'-11" 9.0^
_6"
G
26 F
9
10'
1
6'-9'
9'-0"
8,_8"
27
G
17 12'-8"
19
29
G
19 8'-10" 8'-11"
27
G
17 16'15"
31
G
21 23'-3"
34
23 E
12'-1"
21 8'-5" 8'-6"
19 15'-8"
24 22'-2"
G
26 F
10'
11'
6'-2"
8,_8„
8'-4"
28
G
17 12'-1"
19
29
G
19 8'-5" 8'-6"
28
G
17 15'-8"
31
G
2124 22 '_ "
34
24 E
11'-6"
22 8'-1" 8'-2"
19 14'-11"
21'-2"
G
7 F
11'
12
5'-8"
8'-5"
8•_0„
29
G
17 11'-7"
20 11'-O"
29
G
19 8'-1" 8'-2"
29
G
17 15'-0"
31
G
21 '-3"
33
24 E
22 7'-9" 7'-s"
20 14'-4"
2420'-3"
G
27 F
12'
13'
S'-2 „
8'-1"
7'-8"
29
H
18 11'-1"
29
H
20 7'-9" 7'-10"
29
�-{
18 14'-5"
30
H
22 ;20'-5",_
24 E
,
20 10'-7"
22 7'-2" 7'-6"
20 13'-9"
25 195"
33
H
28 F
13
71-9"7'-5"
30
H
18 0 10'-8101-2"
30
H120,23
7'-4" 7 _7"
30
H
1820 IT -1 3,-3"
30
H
2 _a
33
H
2 28 E
6,_8„ 7,_3"
25 8,_9„
F
14'
7 6"7'-2"
31
H
1621 10' 9,-10^
31
H
2 6'-10" .7 "4^
31
H
1820 1312,-10"
31
H
2 19'-0'6,-1"
2 E
23
2s
32
H
26 F
15'
iv„ MUM \ ULVIVIVI ArIAUNU UM rJU51 IW SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
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. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
ia FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C.
DRAWN BY: E.N.
DATE::
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE SPACING TABLE
PO
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERp 0195
SCALE: NONE
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 30 pd
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (957) 747.2107
AND ATTACHED
HORIL WIND ^
90.100 S 170 MPH
8269 ALPINE AVE., SACRAMENTO, CA 9SB26
SHEET 26 OF 33
10 k L.L. 90 MPH
(9i8) 452.7021 FAX 403-1519 eeleaCA"":2'.com
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL. 12' OR LESS EXP.B&C
TRIBUTARY
90 MPH
100 MPH
DBL.2"x6.5"x.032" BEAM
DBL. 3"x8"x.042"BM
3"x8"
BEAM WINSERT DBL. 3"x8" BEAM
EXB&C
10' OR LESS
3'-4" SO x
3'-6" SO x
4'-0" SO x
OR 3"x8"BEAM
18 DEEP
18 DEEP
EACH w/ A 3"x8" STL. INSERT
>
4'-0" SO x
4'-7" SO x
5'-0" SO x
18 DEEP
18 DEEP
18 DEEP
80.100 6 110 MPH
(918)452.7021 FAX 4011518 ealeeQdure9umcom
O
m
MAX.COL.
MAX.POST MAXPOST
FREESTAND
ATTACHED
MAXPOST
FREESTAND
ATTACHED
MAXPOST
FREESTAND ATTACHED FREESTAND I ATTACHED
3
SPACING
ON SLAB*
SPACING SPACING
FOR F B-
SPACING
(SPAN)
SPACING
MIN. MIN. SAC NG MIN. MIN.
m
MIN.
MIN.
G.
MIN
MIN
POST
2x6 5x 032' BEAM
(NG
TTYPE
(N)
TYPE
IN.)
TYPOST
PE
N)
TYPE
(SPAN)
(IN) POST (N)' POST (SPAN)N-) POST SING' POST
TYPE TYPE TYPE TYPE
4'
6'-2"
8'�" 8'-5"
29
j
1
B
ill -�'1,-4'
32
�
2
B
15'-6'4,_9"
34
J
22 C 21,20'-10"
37
J
2528
7-11" 8,_0"
20
23
25 E
F
4,
5'
4'-10"
7'-4" 7'-7"
28
19
B
1 o'-6 0,_2„
31
2124
B
13'-13,_2"
33
2 C 19'-7'18'-8'
36
�
2629
6'-7" 7�-2"
.J
26 E
F
5,
6'
4'-0•,
6._1„ 6'-11"
28
J
1922
B
9'-9"9,_3.,
30
J
2 24
B
12'-8'z-1"
32
24 C 17
36
J
26
5-6" 6-7"
.�
27 E 17'-0"
30
F
6'
7'
Y-6"
5'-3" 6'-5"
28
J
2022
B
9'-0"
30
J
22
B
11'-9"1,-2"
32
J
161
2427 C
35
J
2731
4 -9" 5'-11"
8 _7"
5
E 15'-9"
F
7'
8'
3'-1•,
4'-7" 5'-9"
29
J
2023
B
8'-5"8,_0„
29
J
225
B
10'-110,-5„
31
J
25 E 151-s4�_g"
34
J
2
28 E
31
F
8'
g'
_
4'-1 5-2"
30
J
2123
B
7'-11,_7"
30
J
: 26
B
10' 9,_10.
31
J
2 E 14
34
J
28
3'-8 4'-8"
28 E 3'-11"
2
F
9'
10'
-
3'-g" 4'-7"
31
J
21
B
7'-6"
31
J
23
B
9'-10"
31
J
26 E 13'-10"
33
J
29
24
7'-2"
26
9,�,
29 F 13'-2"
32
F
10'
11'
_
3,4„ 3.0" 4'_2��
31
2124
B
7'-2
31
2
B
9 -48'-11„
31
2 E 1312,_7.
33
2 33
3._9„
6'-10"
27
29 F
J
12'
_
T-1" 3'-10"
32
J
22
B
7'-11'
32
24
B
8'-11"
32
26 E 12'-8"
30
2'-9" 3'-s'
24
6'-7"
27
8'-6"
29 F 12'-1"
32
J
33
F
12'
13'
-
2'-10' 2,-6" 3'-7" 3'-2"
33
K
2 25
B
8'_7.6,x"
33
K
24
B
81.7 g'-2
33
%(
2729 E
12'2"1'-7"
33
3034
8
•
F
K
F
13'
14'
-
2'7 2,�„ 3,�„ 3._0..
33
K
2 25
B
6-45'-11"
33
K
2 28
B
8'-37'-11„
33
K
2729 E 11'-9;1.2"
33
K
30
F
4
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
ALTERNATE FREESTANDING G71
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
10' OR LESS
3'-4" SO x
3'-6" SO x
4'-0" SO x
18 DEEP
18 DEEP
18 DEEP
20' OR LESS
4'-0" SO x
4'-7" SO x
5'-0" SO x
18 DEEP
18 DEEP
18 DEEP
NOTE:
FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED f3' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
DRAWN E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLIDNO
LIVE LOAD;
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0185
281
DATE:: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POSTTABLE
10.20 6 30 p■f
DURALUM PRODUCTS. INC.
REVISED BY:
RANCHO CUCAMONOA, CA (931) 741-2107
AND ATTACHED
HORIZ WIND
8288 ALPINE AVE.. SACRAMENTO. CA 85828
I
30 p L.L. 110 MPH
80.100 6 110 MPH
(918)452.7021 FAX 4011518 ealeeQdure9umcom
SHEET 25 OF 33