13-0549 (PAT)P,.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: AZ:13
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Property Address:
43653 PARKWAY
ESPLANADE E'
APN:
609-600-046-
- -
Application description:
PATIO COVER -
RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
7714-
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Applicant:
Architect or Engineer:
-f/�h
�D.'
OWNER -BUILDER DECLARATION
"Pr-
t
-4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
t
VOICE
(760) 777-7012.
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date:. 4/30/13
Owner:
STOKER JASON
43653 PARKWAY ESPLANADE EAST
LA QUINTA, CA
LA QUINTA,,CA 92253
Contractor:
VALLEY.PATIOS
37897 CHESTERFIELD STREET AiPR 3Z013
BERMUDA DUNES, CA 92203
(760)534-4634 CI '
Lic. No.: 937811 FINA1k,LAQ H U
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of'Division 3 of the Business and Professionals Code, and my License is in full force and effect.
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided.
License Class: C51 C8 License No.: 937811
_
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
I �
issued. `
Date:1 - �Cdntractoa:,
_ 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
OWNER -BUILDER DECLARATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier MARKEL INS CO Policy Number MWC0034417-01 -
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
_ I certify that, in the performance of the work for. which this permit is issued, I shall not employ any
- construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so,as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensation provisions of Section
- License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of the Labor Code, I shall forthwith comply with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
'
q- "7fApplicanj�
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)•:
1 _ 1 I, as owner of the property,•or my employees with wages as their sole compensation, will do the work, and
%
4�
Date:
�ryJ
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees; provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
'
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). -
APPLICANT ACKNOWLEDGEMENT
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1 . Each person upon whose behalf this application is made, each person at whose request and for, ,
_ pursuant to the Contractors' State License Law:).,
whose benefit work isperformedunder or pursuant to any permit issued as a result of this application,
1 _ I I am exempt under Sec. , B.&P.C. for this reason
_ the'owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit. -
2. Any permit issued as a result of this application becomes null and void if work is not commenced -
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation. "
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the -above-mentioned property for inspection purposes.
Da -17.1 Signature (Applicant or Agent
J
Application Number . . . 13-00000549
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 99.00 Plan Check Fee
64.35
Issue'Date Valuation .. . .
. 7714
Expiration Date 10/27/13
Qty Unit Charge Per
Extension ;
BASE FEE
45.00
6.00 9.0000 THOU BLDG 2,001-25,.000
54.00
---- -- ------ ---- - --
Special Notes and -Comments
ALUMAWOOD PATIO COVER PER 2009 IBC 2009
IRC 2010 CBRC 12' X 48 1/2' 1TOTAL SQUARE
FEET 580 PER APPROVED PLANS.
-------------------_--- ------------------------- --
Other Fees . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
Due
Permit Fee Total 99.00 .00 .00
99.00
Plan Check Total 64.35 .00 .00
64.35
Other Fee Total 1.00 .00 .00
1.00.
Grand Total.. 164.35 00 .00
164.35
Bin. #
City of La Quihta
Btdlding sl Safety Division
Permit # P.O. Box 1504,78-495 Calle Tampico
? J B 1.a.Quinta, CA 92253 - {760) 777-7012
Building Permit Application and Tracking Sheet
ct A p
Projeddress: � ?j 6 i kwK Ownees Na. J0.me:,.,j 5 +cot ems+ .
A- P. Number.
Address: 13&53 C a+/ta C& �.
Legal Description:
City, ST, Zip: V r ✓l R %Zz5 3
Contractor. V u 1 1 t? �, 'j1
a5
Telephone:
Address: 379
ProjectDcsctiption: Q r JJ
City, ST, Zip: ra,a(C t7c,4g 2 70 3
Z x
Telephone:
State Lic. # : City Lia #;
Arcfi., Eau., Designer.
Address:
City,, ST, Zip:
Telephone:
State Lia
Construction Type: , O xupanry:
type (eirdeonc): New Add's Alter Repair Demo
�,t; I /Project
Name of Contact Person: S �f
Ft : Q #Stories:. # UaitsTelephone
EM�Sq.
# of Contact PerS' j t-(. — �(6 ? y EwMaw Value of Project: io C7
APPLICANT: DO NOT WRITE BELOW THIS UNE
M Submittal Req'd geed TRACCIlVG - PERMIT' FEES
Plan Sets
Plea Check submitted Item Amount
Structntal Cates
R-ftwed, ready for corrections Plan Chtcb Deposit.
Truss Cala.
Called Contact Paso& Plan Chec6 Balance
Title 24 Cates.
Plans picked up Construction
Flood plain pian
Plans resubmitted Mechanical
Grading plan
2`! Review, ready for correctionsftssue Electrical
Sabcontactor List
Called Contact Person Plumbing
Grant Dced
Plans picked up S.M.L.
il.O.A. Approval
Plans resubmitted Grading
IN HOUSE:-
''' Review, ready for cormcdonvIssuc Developen Impact Fee
Planning Approval
Called Contact Person A".P,
Pub. Wks. Appr
Date of permit issue
School Fees
Total Peamit Fees
cor
t
a
Esplanade
c/o Desert Resort Management, Inc.
42635 Melanie Place
Palm Desert, CA 92211
Customer Care: 760-346-1161 Fax: 760-346-9918
Website: www.drmintemet.com
Date: Apr 16, 2013
Project Ref: [90493829] 43653 Parkway Esplanade .E
Jason Stoker
43653 Parkway Esplanade E.
La Quinta CA 92253
Dear Jason,
I am pleased to inform you that the Esplanade Architectural Committee has approved your
application for thr listed project item(s):
Patio Cover
The approval is contingent upon compliance with the specifications set forth in the approved
application. If your change or addition requires a county, city or state permit, it is the responsibility
of the homeowner -o obtain this before starting construction.
Please retain this letter in your files. If you have any questions regarding this matter, please
contact Customer. Care at 760-346-1161 or e-mail us at.
Sincerely,
Esplanade
***ESTE DOCUVIENTO ES MUY IMPORTANTE. SI USTED NO PUEDE LEER
INGLES, POR FAVOR CONSIGA A ALGUIEN PARA QUE LE TRADUZCA ESTE
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11111 1. THE IDE5IGN COMPl4E8„WITH THE;2009, (NTE ' I 1
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SEE SCHEDULE FOR FOOTING CUBE SIZE
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NOTE: EACH COMPONENT IS INTER-
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MAY BE USED
CHANGEABLE WITH ANY OTHER
NOTE B PUCE A6T THI8
COMPONTENT UNLESS OTHERWISE SHOWN.
TVAG "r." GRFFSTAAl11(NN; w/r.ANTILFVFR OPTION
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TOM CAMPBELL IL ASSOCIATES. INC. ,
OF'BPAN
•
10. 20 i ado �r
DURALUM PRODUCTS. INC.
SEE DETAIL FOR SPLICE
DATE wolaou
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COMMERCIAL Arra RE9(DENT" STRUCTURAL D4*UMWM
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SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
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CHANGEABLE WITH ANY -OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: EJL
TOM CAMPBELL IL ASSOCIATES. INC. ,
6ouD PANEL
•
10. 20 i ado �r
DURALUM PRODUCTS. INC.
IAPMO Ou 111x6
DATE wolaou
�: Ia N0fQ
COMMERCIAL Arra RE9(DENT" STRUCTURAL D4*UMWM
STRUCTURES
IIORm wtrra •
1p-AIIuwvER8Y8TEMlASMFG.
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SHEET 2 OF 33
REVEMSY:
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LENGTH OF STRUCTURE VARIES
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OPEN LATTICE TYPES
tlP� THIS OLAT710E-TYPE ernue m /
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TYPE "F" ATTACHED MULTI
LENGTH OF ETRuotURE VARIER
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TYPE "G"FREESTANDING SINGLE SPAN
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TYPE "H" FREESTANDING MULTISPAN
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TOM CAMPBELL a ASSOCIATMe, IAC.
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SCALE:
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SHEET 3OF33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
.Br T -SEE TABLE B OW: 35' 40• 7�
40'
.18' 70• 4n.
4 267
1.48 .40' a40• .35•
3.00' I — 4.50' 4.50• --�^ 4.50' 4.80' 3.0Ir
24.00•
ALUM. ALLOY 3004-H36 OR EQUAL
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES ATTACHED—E�
FIGURE INDICATES FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
90/100/110 MPH EXPOSURE B & C
• Ir
t.tts•
Iq T.IEG T1 F 9 l �.
nn 1.1=b'
Jr
ALUM. ALLOY 3004-N35.OR EQUAL
12"x 3 112"W PANEL (SEE NOTE 1 BELOW)
24• TRI-nr PAN (SEE NOTE 1 BELOW)
LL=
LL=
PANET
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.S
EXP.0
SHEET 4 OF 33
13'-1'
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8'4r
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FIGURE INDICATES ATTACHED—E�
FIGURE INDICATES FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
90/100/110 MPH EXPOSURE B & C
• Ir
t.tts•
Iq T.IEG T1 F 9 l �.
nn 1.1=b'
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ALUM. ALLOY 3004-N35.OR EQUAL
12"x 3 112"W PANEL (SEE NOTE 1 BELOW)
1'OM GMPSELL &ASSOCIATES, INC,
LL=
PANELT
90 MPH
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100 MPH
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110 MPH
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(PSF)
(IN.)
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EXP.0
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EXP.0
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ALPINE AVE.
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SHEET 4 OF 33
13'-1'
11'-r
11' -8•
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PATIO COVER SYSTEM AS MMFG. BY
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COWMCIAL AND RRSIDID 1Al NI'MIMRMAL OtoINEV"
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SHEET 4 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
.25•
ALL UNMARKED RADII MR
2.6' T-RFE TARLP RM OW
TY 48 38
ALUM. ALLOY 3004-H36 OR EQUAL
NOTE: DETAIL FOR
PANEL FASTENERS
ARE'SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
No. C37948
\ EXP. 03/31/13
FOOTNOTE.
'SAMPLE'
/,B' x 2)S' FLAT. PAN (SEE NOTE 1 BELOW)
TDM CAMPBELL d ASSOCIATES, INC.
LLQ.
PANELT'V�13'-rlr-al
80 MPH
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NOTE: DETAIL FOR
PANEL FASTENERS
ARE'SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
No. C37948
\ EXP. 03/31/13
FOOTNOTE.
'SAMPLE'
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES ATTACHED
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN FIGURE INDICATES FREESTANDING
IN TABLE :1, SHEET 1.
6'x 2 }2• FLAT PAN (SEE NOTE 1 BELOW)
TDM CAMPBELL d ASSOCIATES, INC.
LL =PANELT
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80 MPH
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100 MPH
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DRAWN IM O:N.
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SHEET 5OF 33
MINIMUM NUMBER OF FASTENERS
FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED
AND FREESTANDING SOLID COVERS
TABLE 1
TABLE 2
TABLE 3
(2) 2"x6 Y2" AND
WALL HANGER, 3'.'x8" AND
EXTRUDED AND 3"x8" WITH
6 Y" ROLL FORMED HEADERS STEEL HEADERS
STEEL INSERT HEADERS
NUMBER OF NO. 14 TEK OR SMS SCREWS > NUMBER OF NO.14 TEK OR SMS SCREWS
NUMBER OF NO. 14 TEK OR SMS SCREWS
PERFOOT OF HEADER LENGTH
PER FOOT OF WALL HANGER AND HEADER LENGTH
PER FOOT OF HEADER LENGTH
90 MPH�MPH MPH 90 MPH 100 MPH 110MPH
BO MPH 100 MPH 110 MPH
EXP. B EXP. C EXP. B EXP. C EXP. 8
EXP. C EXP. B EXP. C EXP. 8 EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
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3 3 3 4 4 4
5 6 6 8 7
9 4 5 5 6 8 7
3 4 4 4 5
10 t
5 6 6 ; 7 7
9 4 5 5 6 5 7
10 10
3 3 3 4 4 5
5 7 7 8 8
10 4 6 5 7 6 8
3 4 4 5 5 6
11'
5 6' 6, 8 7
9 11• 4 5 5 6 6 8 11.
3 4 4 4 4 5
8 8 7 9 9
11 5 6 6 7 7
12'
5 7 7 8 8
1 4 6 5 7 8 8
12� 12�
3 4 4 5 5 6
6 8 8 10 9
12 5 7 6 8 8 10
4 5 5 6 5 7
13'
6 7 7 9 9
1 13• 5 6 6 7 7 9 13•
3 4 4 5 5 6
7 9 8 11 10
13 6 7 7 9 8 10
4 5 5 6 6 7
FOOTNOTE: 'SAMPLE' S�ONAL Lc
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING d�
FAN BEAM
FAN BEAM (IV -(r MAX SPAN)
tS1
1113 �..
2' FAN BEAM %
c FAN BEAM
HEADER
�l
LING FAN AND/
z[COR
T■.075' 212' 2 2'
2 @'
GHT FUCTURE
Tom'•AX
30 Ibs. )
#14 x 312' S.D.S. SCREW #12 S.D.S. SCREW
FAN BEAM AT BEAM
AT HANGER CHANNEL
ALUM. ALLOY 6083-T6 ATTACHMENT AT HEADER
ATTACHMENT AT HANGER CHANNEL
�+•
oAtetoatrmt�
TOM CAMPBELL d ASt30dATE8, INC.
nn►luntlnt
�' �'
10, 2o67opd
COVER SYSTM AS
D' '
DURALUMPRODUCTS,;INC.
Y1PM0 EW Ot BS
SCALE, NONE
COI.IE
MRGAL AND RES1C@lt1AL 6TRllCTUItAL ENOIHEiFINO
t1E000ifC COLUMNS
MOR2WWI •
0700 ALP4fE AVE. BACAA►EIRO, G 2M
IC018)452-7=1
a[vsmer.
RANCHO tX1C"11C,tiG(YStI74tQi0]
Bo,ttpettonan
FA7f101/6f0;arm,
maYmmm
SHEETS OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
�,2'--X 8112' RAFTER I DBL. 2'x 6 112' RAFTER
r r L L= •T� t 90 MPH L 100 MPH - 110 MPH LL- T 90 MPH 100 MPH 110 MPH
r MAIL (LP SL _(IN.) 1111 EXp, B r C EXP. 8 EXP. B C (PSF) (IN.) EXP.BI C EXP. B C EXP. B C
m� is• 12'-0' 10=T' id -9' r4r S'-9' 8'•8• 1B, 18'•10' 14'-10' 18'•2' 13'-4' 13=9• 12'•2'
e ou 024 14'•8' 14'-8• 4-6' 14'-0' 14'•8' T-1' 9'8' 9 8' S'$' 9'-8' 9'•8' 8'4'
e :ar 24, 92-10' 8-8' 8'•10' 7'-S' FT r•1' .024 1S'-0• 12'-2 12'4' 11'-0• 11'3' 1d-0'
11'•8' 11'-9' 11'-9' 11'•8' 10'-8' 24' 8'•1• 18'•1• 8'•1' 8'•1• 18'-1' 151-1'
151-0' 14'-1' 14'4' 121-8' 13'-T 11'•6' 27.8' 19-10• 20=3' 1T-9' 18'-4' 18.2'
r. r RAFM r. o yr RAFTER DBL r.l trr RAFTI*N9 6'-0' 18'-0' 18' 8' 18' 8' 8'-8' 1 T 8' i6' 8'-0' '-0' 8'•0' 28'•0' '-0• 14'-r
ALUM. ALLOY 3W4.NX ALUM. ALLOY 30DWM ALUM. ALLOY 300&H30 '10 032 10 .032
OR EQUAL OR EQUAL OR EQUAL Y / 24 : 13'•1' 11I -r 1 17'-9• 1d-4• 101•8' 9'-8• 24• 18'4• 7823• ts'•r 14'•r 1s' -r 19'a•
lkaeeNorEeElow 1b SEENoreaelow �—J -� 152.7• 6'•1• ts'-r t6'-1• t5'-1• 4'-0• 21'-2• 1t'-7 t'-2' t' -Y 21'-Y ?•1•
1B' 0-10• 18'-0' ie'•9• 18'-r it -r is. -I. 29'-8' 26,4r 2V' 6' 23'3' 2a' -r 2r -Y
3' x 8' RAFTER .042 •2' 22''2• 2'-2' 2? -2' 22'-2• 21'52 .042 16' 1'�3• 31'3• 31'3' 1'3' 31'3' -1
'T• 90 MPH 100MPH 110 MPH 24, 1T-1' 1b'-1' 15'-4' 132-7 14'-0• 12'3' 24'-1' 21'•2 212-8• 19-1' 19-0• 1T-3'
(IN.) EXP. B .0 EXP. B EX . EXP. B 18'-Y 1s'•2 1e' -Y 18'-Y 16'-2 ir_r 24• 252.7 2S -r 25'•r 2S•r 255.7 2424-
1 e' 23' 20'3' 2d-8' 1 e'-2' 18'•9' 18'-T 1 B, 17-0' 10'-r 10'-9' 9'•8' 9'-9• 8'-8' 18'3' 14'•10' 1 S•2' 13'-4' 13'-9• 17-2'
10 .042 8'-1 8.10' 28'•10• 8'•10' 25'-1' 024 17-0' 2'-0' 7-0' 12W 12'-0' 11'-r ,024 18• 18'3' 18'-3' 18'3' 18'-3' 18'3'
24• 18'-9' 18'•T 18'-10' 14'•10' 15.4• 13'-T 24, S'-8' 8-8' 8'-10' T-9' 8'-1' r-1' 13'-4' 17-Y 17-4' 11'-0' 11'3' id -0'
-0 2d 8' 9-9' 9'-9' 9-9• 9'_9• 92.9• 9'-0• 24' 13'-4' 13' 4• 13' 4• 19' 4' 1 2'-10
18' 27 20'3' 20'•8' 16'-2' 18'•9' 1s' -r 1B, 15'•3' 14'-1' 14'4• 17-6' 13'-1' 11'-0' 18, 21'-0• 19'-10' 2:07—'- 3* 17-92 18'-4' 18'-2'
27.2' 27-2' 22'-2 22'-2 27-2' 21' 8' 1513' 1S3' 16'-3' 15'3' 15'3' 14'-9' 21-8 1'-0' 21'8' 1'•8' 1' 8' 0'-0'
20 .042 20 .03Z 20 .032
24• 182.2' 18'-7' 18'-10' 14'-10' 151.4' 13'-r 24"14'-1' 11'-7 11'•9' 10'-4' 1d3' 9'-6' 24, 1T -T 18'-3' 182.7 IV133'
18.2• te'-Y 18'•2• iT-T 178' 7-0' 12' 8' 12'.W 178' 17-1' 1 T•r 1T -T r -r 1T -r 1T•r 17-05
18' 194' 19'4' 18'-Y 18'-9' 18'-T 1B' 18'4• 18'4' 18'•4' 18'-7' 17.1' 15-1' iB, -10' 26'-1D• 28'-10' 23'•3' 24'-1' 21'•2
30 .042 19'4' 194' 194' 19'•4' 19'4' 18'-10' 042 18'4' 18'4' 18'-4' 16'4' 18'-4' T•9• 042 5'•10' 51-10' V+10' 6'-10' -10' 28'•1'
24. 15-10' 18'•10' 18'-10' 14'-10' iS4' 13'-T 24, 18'-1' 16'-1' 18'•1' 13'-r 14'-0' 12'3' 24• 21'• 21'-2• 21'- ' 19'•1' 19'-8' 17.3'
1b'-1 1S•10' 15-1 151-10' 151-0' 15-1' 15-1' 4.1' 16'-1' 151.1' 14'-T 21'-2' 21'-2' 21'-2' 21'-2' 21'-2' 2d•8'
1d$ 1d-8' 1d4' 9'4' S' -Ir 8'-8' 14'-Y 14'-2' 14'•2 13'4• 13'•9' 12'-2'
* NOTE SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT iso td 8' 1d•2' 1r 14'•2 14'-2 14'-2' 14'•2 ta'•2 '-10'
3r O,C. WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 51_7. 9'•T 8'-T T•8' a-1' T-1• •024 11'•8' 11'•8' 11'-8' 11' '- 11'3' 10'-0'
24' O.C. MAY 9E'UBEOAT48' O.C, WHEN DOUBLED. 24'
8'-T e' -T B'-7• B'_7• 8,_7• 6' 4• 24' 11'-8' 11' 8' 11' 8• 11' 8' 11'-0' 11'4•
FOOTNOTE: "SAMPLE" 13'3' 13'3' 13'3' 17.8' 13'-1' 11'-8' 1e'•9' 18' 8' 16' 8' 1r•9' 18'4' 18'-2'
FIGURE INDICATES f
30 .037 18' 3'3' 13'.7' 13'3' 3'3' 13'3' 13'-0' 30 .032 18' 516 18.8 B'-8' 8'-8• 8'-B' 16-3'
ATTACHED FIGURE INDICATES 24. 10'-10• 10'•10' 10'•10• 1v.-4 id -a' 9'-8' 24. 18'-3' 16'-3' 1S•3' 14'-7• 18'-1' 13'-3'
FREESTANDING d-10' 0'-10' d-10' d-10' 0'•10' 1d•8' 1S'.7' 1S•3' Sa' S'a' 18'3' 18'-0'
19' 1B' -t' 18'-i' 18'-1• 16'-1' 27-r 27-r 27-T 27-T 27-r 21'•2
PROJECTION 16'-1' 18-.1' te'-1' 18'-1' 18'-1' 16'•8' 18' •7• -T ,-7• -T -7• -0,
O.H. 8Pµ ` 4, 13'-r 13'•2' 13-2' 13'•2 13'-2' 17.3' 042 24' 18'-8' 1e'-8' te48'
161-8" 18'-0' 1r3•
13'•2 13'-2 13'•2 12'•9' 18' 8' 16'-0' 8' 6' 18'-8' 18'-8' 16'-0'
o TARY WIDTH TABLE - CLEAR SPAN (FT.)
= O.H. 7 a 9 10 1 11 12 13 14 is 1a 17 1a 19 20 21
1Tila ARY TRIBUTARY-
~ No. 4 4 5 5 8 8 7 7 8 8 9 9 10 10 11
YYIDTH 112 SPAN 4 D.H. EXP. 5 a 8 8 7 7 8 6 9 9 10 10 11 11 12
'9 7 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13
r� 7 7 9 8 9 9 10 10 11 11 12 12 13 13 14
NOTE: TRIBUTARY ON MULTIPLE 9PANa G
EQUAL To CENTER SPAN TO
- 9 9 10 10 11 11 12 12 13 13 14 14 18
cF�trER IlPAN
S - - - - - 11 I 11 12 12 13 13 14 14 15 16 1 19
=WNW aY: !!L TOM CAMPBELL 6 ASSOCIATES. INC. UVB LOAD • S . B ;.
SCALE-
-NOtQ012 fD,20930pd DURALUMPRODUCTS,INC.
IAPAWER101W' BCALENON6 COMMERCIAL AND IiE8f08NT1AL81TDJCf1JRALeN01NEERINfO RAFTFR8PAN9
RlYISED aY: RANCHO CUCIMONGA, CA (051) 7412107 HOAGr WIND- 8280 WM AVE- SACRAMENTO. CA WM
90 100 A tin ry1e)4a2.7021 FMOZ-1510 SHEET 70F33
COLUMN/POST TYPES%' SL SURFACE-- MOUNT ATTACHMENT DETAILS
MAX. HEIGHT =10' �3--j-2 •i MAX. HEIGHT
Ilk
I0' ■3'90 xt■.188•
3.00'SQ. a10 SMS 3.00" SQ. 3.00" SQ, l�
D.C. J1 0[ I H ■9'BQ xt■ ZBD'
EA. SIDE
7.xt■.313'
8.5• 3. J[�,j rl dl'BQxt+.tee'
C
•' 14'R .
.032• TYP.K ■4• 750'
A48'STEEL _ L
O~;� 5/8' PLASTIC PLUG '29" O OE3 W OR 4
3' �` 13" SQ. ALUM: POST MAG POST SQUARE
SCI: ALUM. POST' ` *3" SQ. ALUM. POST STEEL POST
y) W
ALUM.—AU--- ALUM. ALLOY 3004-H38 -3' SQ
ITH SIDE PLATES O . STEEL POST 1, .*ALUM. SOY 5063 -TS ASTM A600 GRADE B
ALUM: ALLOY 3:00" OR
8083-T8 2.40' +
1.375" gTnV0HOLE
FOR 3/8' MB 2 FLANGES
Q 2 il8'APART e
•
0 .75 ASTM GRADE 38 STEEL 1.125' 25-
INSTALL 1R' x 1 ' x i' HDO
WASHERPLATEATANCHORS 8• BASE FLARES
TO 3'WIDE EA
60" TYPSIDE OF FLANGES
�r 090" TYP. ° Lr�
LF
�RIOM�PH
LL 1-7/18'0 HOLE
HER 58 2-318• HOLES
,�� .� (J2 -W16 '0 HOLES TYP. EA SIDE
` .,,ALUM--r-BRACKETS , STEEL 'T" BRACKET 5
-( NAL Fe, T=.080" TYPr•—Ij-- r—(4) -SDS 25412
ALUM. ALLOY
8063•TB
."H" BRACKET
Tx 8" ALUM. RAFT. BRACKET
3' x:8' ALUM. HEADER
-v ''w=An=o 00Af-WCT n
v
DNAVAY BY: E N.
DATE: IM4012
CAMPBELL 3 AWOCLATES, INC. `,
LIVE LOAD
IAPMW ERM95
SCALE NONETOM
COAIAO:AWLANO RS9DENTULL SiRIICTUIiAL E►IOQ�M
COLUMN I
' 10, 20 S 30 pd
DURALUM PRODUCTS, INC.
R6WE06Y
RANUIOCUC/iMO11GA,G (951)71210
POST TYPES
HORIZ WIND "
90.1008IIDMPH(S10)!67.70Z1
SW ALPING AVE. WZAAABNTO. CA VWM
FAxiPJ•191D�o1ea®du■hmmm SHEET 8OF33
HANGER CHANNELS AND MOUNTING BRACKETS
WALL FASTENERS
ALUM. 3004-H38 nol BEE TABLE
I -w I I_ ,M -
e l ei w ,w 281'
WALL
FASTENERS ALWWY
SEE TABLE
o
EXTRUDED HANGER CHANNEL
WHERE ALLOWABLE
PROJECTION EXCEEDS 16',
ADD A34 FRAMING ANGLE
IA SIDE OF RAFTER (2 PER
RAFTER TO BLK'G)
A34 FRAMING ANGLE
SEE TABLE
FASTENERS, SEE TABLE -1
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET. -�
ALUM. PANEL 2X OR --w
3x ALUM. RAFTER
-FASCIA BOARD
'. EAVES, RAFTER
&L -Mr
(24- MAX)
EXISTING EAVE CONNECTION
PAWL
III SMB TA=
LOCKS OR 00 BMS
AT EA COO NTACT
ROOF PANEL
WINO
CONTINUOUS S k RAIL
(WNBAB OCCURS)
DESIGN
18.O.C. CELL AT FASTENER) OR CONC.
ALlJ SOY
014 SMS 0 EA CONTACT
80
WALL CONNECTION
O
N14 SDS 2.740'
ar s' O.C.
T=.080' Q)
W SEE TABBLE�
m
SEE PAGE 33 FOR A
AL�I[,4_OY APPROVED ROOF PANEL
6�
I.R. HANGER O
1.880'
EXIST. RAFTER
HANGER! RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WINO
AT WOOD STUD AT MASONRY (SOLI047ROUTED
AT 2x FASCIA
DESIGN
18.O.C. CELL AT FASTENER) OR CONC.
FULL
LL -10 LL -20 LL -30 _ LL -10 LL -20 LLm30 LL=10 LL=20 LL -30
80
A B B C 0 D E E F
100
A B B C I D 0 E E F
110
A B B C 1 D D I E E F
2'x8'
NOTCHED
0 *RSCRIPTION OF LAG S EE NOTE BELOW)
f
AmSD826412 W" FRAMING ANGAT EAC RAFTER, 24' O.C. MAX.
RAFTER), STAGGERED, 24' O.C. MAX.
c
B-SOS25112 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (z PER
C-SD825412 AT EACH STUD, 18' O.C. MAX
18'-8' 14'-S'
D•3/8'0 x 4' LAO SCREW AT EACH STUD
u.0
��
EnW610 x 1 1/8' AT 18' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'F-318.0 x 1 118' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
28'-0'
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
WIND SPEED (MPH) AND EXPOSURE
S0, C 100, C 110, C
FULL
24.O.C.
18'
1B-�
16'-3to *
12'4'
(780 AWn21NFA BACAANFNTO,
2'x8'
NOTCHED
24.O,C.
(3 4d tI
28'-0'
22'-2'
18'-1'
18'-8' 14'-S'
11'-10'
2W FULL OR
2-W NOTCHED
�, O C
26'-0'
28'-0'
28'-0'
18'-8' 22'-8'
18'-r
2'x8' FULL OR
2'x10' NOTCHED
24.O.C.
Ah NOTE: PLACE'SIiA FLEX' OR OULAR
28'-0'
26'-0'
28'-0' 28'4' 1
24'-4'
NOTE:
(A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B
L9 1D'•r. (E) 20 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH,
EXPOSURE C WIND LOADS.
1. EXISTING ROOF OVERHANG DESION LOADS:
RDL ■ 3 pd (MIN) TO 8 ptd (MAX) RLL - 20 8 30 pIf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 pIL
3. ALLOWABLE DECK I RAFTER SPANS ARE BASED ON RLL ■ 10, 20, 8 30 psf
N14 909
EACH PANE
FRO
AC
�� SPRAY
y
t
8
-EXP. 0 V13
1�1DLF.B.TYP.
100 LL -(Z)414 UhAb WLSIDE
201Y WLL•(2)I114 SMS EA. SIDE O
/—,"RACKET
11/4
t 4' OR 11/2* �' OMS�
rNo
T 21x6I/rOR CAWJ N'!D
3' K W ALUM. — TO DRAIN
RAFTER TYPICAL BRACKET AT EVERY b
4' OR 1 iR' 1
Fo°ECRIIIRAF8
TOM CAMPBELL 6 ASSOCIATES, INC.
iPAf�i T7,ff
EXISTING WOOD STUD FRAMING
EAVE LENOTK
tAP1A0 FJU O1B3
•L•t
LNIDDEA
2 EACH 1!4'0: i12' LA0 SCREWS LL•10 pd
(780 AWn21NFA BACAANFNTO,
2 EACH 111810 x 3.18' LAG SCREWS L.L•20 AND 2D pd
REVIB60 BY;
(3 4d tI
4•
(r MIN. PENETRATION INTO ExISTM
0d Mm
t �4lIb7021 FAX403-120 ue0�0neom
SHEET B OF 33
WOOD STUD)
NOTE: USE LBOGER WHERE RAFTER SPACING
EXCEEDS OISTINO STUD SPACING
E BRACKET
Ah NOTE: PLACE'SIiA FLEX' OR OULAR
MAY BE MOUNTED
SEE
® FOR ATTACHMENT MATERIAL BETWEEN BRACKET AND COMP.
BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE BEAL
&ARAE CONNECTIONS,
WALL CONNECTION O O BRACKET
CONNECTION
DRAWN BY: EN.
TOM CAMPBELL 6 ASSOCIATES, INC.
KRAHDER CHANNEL
LIVE LOAD •
t0.2D&30Dd
M :
DURALUM PRODUCTS. INC,
tAP1A0 FJU O1B3
DATE 1DO1PA12
SOWS NONE
HFADNO
COMMERCIALANDCUCALURZOIDEAVLA.
NORM WIN -
(780 AWn21NFA BACAANFNTO,
REVIB60 BY;
CA (CTUNA1--107
RANCHO CUCAMONDA G (Id1) 741,2107
TACHMEWS
IRM
14' Ila MP
0d Mm
t �4lIb7021 FAX403-120 ue0�0neom
SHEET B OF 33
COLUMN
/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
CUBE SIZE
` "Aw
W
-CIWE WcL
FOOTING SIZE
SINGLE POSTS
T BRACKET
imMir"
BOLTS
STEEL POST ONLY:
21' SQ.
3'50. POST W/
(Z}g12 SMS EA
BTEFITBIIACXBT USE Y1fiH
PGSTTYPE S,CA,Ef O,HJ OR K
(2}trr0
USE POST TYPE
F. G. H, J OR K
(3 62.0 BOlTB
FOR POST TYPB J
SHADE OF POST OR
114' M.S. THROUGH
r so. POST V.
25'.30-CUBEO
(4}lmv
31N'
POST
vil(I
-�TSOR IA4L
-llL K
V2 DEPTH OF
FOOTING
23'
+ }�
F20ILALLBDOLTS
(2}114'0 POWERS WEDGE-
BOER
LTeHRE
miN FJ�BD.
35' SO.
CONDITIONS
T94 OR EQUAL, EACH
BRACKET TO SLAB.
2i; EMSFDt4El47oEPTH
4 214'
:;
'r.32•y
EDGE R
FOR KYAIf eoual
t •:
(4).7!4'0
4314-
OF
TO CRACK
4T So.
32,
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLE88 STEEL
I.C.C. EVALUATION SERVICE INC., EBR -1517 OR EQUAL
3ir�-
61.60•
i." MIN. EMREOftFNn
4
4r B4• So. 41'
447 _ or so. u•
• CUB[ FOOTINO LW r SUIS )
SHALL BE IN
I CONDITION
POLIRED FOOnM BEB
IN BEAM SPAN TABLE
MG SLAB - 3"S O. POSTS TO CONC. FOOTING
r J ATTACHED _j
tt ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
So. IS! DEEP
-CIWE WcL
FOOTING SIZE
SINGLE POSTS
EMBED.
18• iB'sQ. 1r
BOLTS
20'
21' SQ.
12-
2r & 24'CUBEO
(2}trr0
3114'
22•
wso.
18'
25'.30-CUBEO
(4}lmv
31N'
24- 28' 80. 20•
28•
32'SQ,
23'
31'- 34' CUBED
(4}62'0
4-
28'
35' SO.
23'
-135- • 3r CuSEO
(4)G4'0
4 214'
30• I 38' 30. 28'
'r.32•y
43' So.
—3(r—,
J 4C . 4r CUBED
(4).7!4'0
4314-
34-
4T So.
32,
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLE88 STEEL
I.C.C. EVALUATION SERVICE INC., EBR -1517 OR EQUAL
3ir�-
61.60•
3B• or so. 37'
4r du- 63.1.
4r B4• So. 41'
447 _ or so. u•
• CUB[ FOOTINO LW r SUIS )
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
,.SCHEDU GSE
SPAN TABLE
;OST EMBED.
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X6 BEAM
WANSERT. MAG BEAM, 4.OR
7' I -BEAMS.
Z. POST TYPE E
INSTALL WASHER OI ATC
T)(X'XSWAT
STHEL'r BRACKET.
3. POST TYPE F
00 NOT U_SP _aTEEL'r
BRACKET W/r REAM.
O80. POST R FLUTED(67L)
OR 4' SO. POST (M)
INSERT )
PL.5/S'THK.
I
1/r e•
1/r
X ABB'
ASTM A30
STEEL
WELDED sTEE.L BASE PLATE..
w 3Q. c 62' I B. C. 0, F• G. 6 H
FREESTANDING
BASE PLATE ANCHOR
BASEPLATEANCHOR BOLTS (SIZE A TYPE)
f(4F)3W/40 HILTI KWIK BOLTTZ STAINLESS
B'11B'xBl8'TEEL PER I.C.C. EBR -1817 OR EQUAL
3/4- EMBEDMENT DEPTH)
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
10' OR LESS
3'-4' SQ x
3'-6" 80 x
4'-0" SO x
18' DEEP
18" DEEP
18' DEEP
20' OR LESS
4'-0" SO x
4'-7" SQ x
5'-0" SQ x
18 DEEP
18 DEEP
18 DEEP
EXP.
IAPMD ER! St W
DRAWN BY: E.N.
SC� UM2 om
REVISED BY:
TOM CAMPBELL & ASSOCATE.B, INC.
CpWAVgAL AND REsvcNnAL STRUCTURAL ENGINEERING
RANCHO CUCAMONCA CA (061) 741.2107
COLUMN
SURFS MOUNT
AND �EDF�J47
LIVE LOAo •
10.20 S 30 pd
o t II MI t1
PATIO . B
DURALUM PRODUCTS. INC.
11e)ZLmi WFA'K 4m SACRAMENTO.
i dme6ni acm
SHEET 10 OF 33
s
4► ,�79.
2.57"
2.1 B'
2.08'
1 - --- I - F
036' R.F. GUTTER
LASCp4io 4.H O
LOY 3004-M, a
8.6" ROLLFORMED
ALU�Teor
4" I -BEAM O
Iii
OR EQUALOY3004 Ftl6 L
oA eaua _ _
3-x-8 W/'STL:'I,NSERR'T
HEADER BEAN
'UTTER EM. CLIP
SPLICE WHERE
OCCURS
<. r
204' Lal
2r
ALUM. ALLOY O
8083.76 B
4.5" GUTTER
wee ~ VNO.
OCCURS EXP:
.110• .y
TYP.OF
ALUM. ALLOY
eoas•Ta O
7" I -BEAM
TYPES & ATTACHMENT DETAILS
SPLICEVMRE9RE I SPUCEBE
OCCU
® ryP.
_ oes
mm.
AL6�TO ALLOY ALUW346 OY
MAG. GUTTER O MAG BEAM
8.51
31/13 —.0 3;
ALUM. ALLOY 3DO4-H38 OR EQUAL
J
2 x 6 RAFTER
MAX.. Mzc
X042• 042'
_T
ALUM. ALLOY SD &IM AWIA.ALLOY 7oo4.+aa
OR EQUAL _7 OR EOLYIL
O DBL. 3 x 8. BEAM ON
DBL. 3 x 8 BEAM W/ DBL 3 x 8 STL. INSERT
3.00" SO.
ZTYP "
.28"
ASTM A053. GRADE 40
OE
3" SQ. STEEL BEAMO
� MAX 2• � as
.032•
ALUM. ALLOY 3004-H38 OR EQUAL J
DBL. 2 x 6.5 BEAM
T■170R14GIL
7.8 75, ASTM A655 GRADE 50
J_ i :+
---1 2.876• I-_-
3
~3 x 8 BEAM QO
STEELINSERT
3.0`
--i .042•
ALUM. ALLOY 3004•H36
OR EQUAL O
K
3x8BEAM
1-7 376'
T . 0,175
8.8 8• ALUM. ALLOY 6087.711
I .378'
F-1.76'�i
7" I -BEAM "C" OP
SPLICE I. INSERT
ORAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
Lfa LOAD "
BY 0. :
NPYO E1ty 0188
DATE: /0918017
CCMhWMAL ANO.RESEIENTLAL STRUCTURAL ENG MPERWG
BEAM TYPES
10.20 A 30 p1
OURALUM PRODUCTS, INC.'
SCALELNONE
HORIL WIND•
00 ALPINE AVE., EACRAMEWO. CA 05870
RINUED BY:
RANCTro CUCAMONOII CA 1751) 741-216►
- 80, 100E 1t0 LvmSHEET
(616)467.7671 FAX40-1519 alO�ma6m
11 OF 33
4414 x I!P S,M,S. EACH SIDE OP 3 -
SQ P08T rrS.TOTAL)
ALT!4O BOLT W1 WAS H6
EA. SIDE OF r 60. POST
r om Pt39T
D
AA114'0 W/WASHR
EA SIDE OF r 30. POST
5 '80.
POST
GUTTER FASCIA
MAO BEAM 5.60. POST
3'80. STL. BEAM 3 H -
ALUM. ALLOY 310&H25
1.50" 1.50"
ze^ 2■ 2"
018w
Iib x 2'SMS. 211'
1 1/2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 310"25 1
28"Ln
F.
.01802'x3' LATTICE TUBE;. t LA
TI
BEAM TO POST CONNECTION.- DETAILS -
F_�3"x 8'x.042" BEAM,
3" SQ. STEEL OR
_MAD BEAM,
FASTENERS
1'-0' 4 - #14 SDS
2'-0' 8 - #14 SDS
T-0' 12-#14 SDS
FASTENER' SPACING a 3/4'
914 x 11' S.M.S. TOP
8 BOTT. (2}TOT.
® 90. MPH -USE
ROOF PANEL
(4)414 SDS_® EA SIDE
----�—�
TOP & BOTT. TOT.=18
RDIIFORMED OR —
100 8110 MPH - USE
MITRUD6D °UTTER
(8}#14 SDS ® EA. SIDE
1114 B.M.S. @IrO.C.—
TOP & BOTT. TOT.=24
FASCIA
B
A24 —
S 1RSd'K&L-A,
EEL POST OR
_rn��A
BRACKET TO POST
1 11' SO.. 2'S
OR 2113" LATT
® 3.O.C. MIN.
TO ro.C.
TTICE TUBE TO RAFTER
EXP. 03/31713
1
FASTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE -TABLE
OPTIONAL LATTICE TUBES
T OVERHANG
00
00
rt FASTENER*. 81R'
00
ALUM. BRACKET X
2' 1' 'L' SEE TABLE
RAFTER "TAIL" TO GUTTER 5
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
122 3�x�x RA EElr
t -.040-
(4)
.040"
(4) - #14 x 3/4' TEK SCREWS OR (8) #10 x 3/4" TEK ;
BRACKET TO BEAM - -
DRAWN eY Pl1.
DAT6aaDtn6t2
TOM CAMPBELL 8 ASSOCIATES, INC.
LNE LaD ■
B
NPMOeAIot65
SCAM NONE
eoMMencwA►m.taeetDErrTULsraucruRALEt4aweOtwo
EAMTOPo6T.
IO,4oa30tM
DURALUM PRODUCTS. INC. ,
REVISELBY.
RJWptOCUCJWONOII,CAry61)711.2101
ATTAI]IIISNT
NOItIL WIND
'Kwof't10MPH
ALMS AVL. SACRAMENTO. CA Q=;.
(010)462-TDi1FAx403-t6lWsaW®E,nyr^mn"
SHEET 13 OF 33
SPLICE DETAILS 11
BEAM TO
POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
it 24'
AT&LOOLUMNS-
P • B
1
O O
0 0
(2)110 S.M.8.0 EA.
Cows
TOT
( U #12 S.M.S. II' ,
SECURE TO 4SEAM
VALLEY: TYP.
TYP. THICKNESS c.035 (24 TOT
u e.se• TYP. THICKNEPS 3-.035'
W/ 8414 TEX SCREWS
3'.A•
u n
+ n + + ++ ++++ ++
EQUALLY SPACED -
--
ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H3B
OR 8083-T5 FOR EXTRUDED OR 6063 -TS FOR EXTRUDED=-
1' FROM ENDS.
—
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
POST, BEE SCHEDULE
SPLICES - ROLLFORMED 8 EXTRUDED FASCIAS
I NOTCH [-BEAM FLANGE
I•BEAMALUMALLOY
(0001•TB) ALTERNATE
AS NEI TONECCLEAR
So.POST,CONT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR
SAYS, A SINGLE 12• SIMPLE
CSPUCE (ONE SIDE OF WEB)
Y BE USED.
3•
1
STL. C•BEAMTO
POST W/ (2) • 6I8' 0
TOTAL-. (0}1/rO
BOLTS
5
ANAL E� SO. POST
THRU-BOLT11.04' WEAM,
AND (3). Bra' 0 THRU BOLTS
)
G
I E r BEAMS
1, 0•
° °
BEAM TO POST CONN.
SPUCE
2. 0'
oon 4'
.070'
J.�07TY
,�
8 >k
..03131/13..
P.
° 0
N
412 METAL BACKED,
NEOPRENE WASHERED
^'
TEK SCREWS`0 r O.C.
ALUM ALLOY
`
CA1-�
MAX STAGGER IN BEAM
8083 -TD
18' 1
FLANGE
4" I -BEAM
ROOF PANEL
3�•0'
MOMENT C-SPUCE
NOTE: IF SPUCE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAYBE USED.
BP= 7M1
o=
ALUM.ALLOY
0053 -TB
7"1 -BEAM
G
urumhrr r_ea Inc
0
1 I�4*x3'Al'UM.'PBM.OR
/I 7514' ALUM. r BM.
AT T I -BEAM:—/
2F.1in Tu!
AOD.'C' SPLICE X /0' LONG
(4N1/4.0 M B. BEAM
AT&LOOLUMNS-
P • B
1
0 0
4.5'
O O
0 0
BCJLLB: NONE
SCAUED
COwI '/x1AL AND RMEN ILL Brtt=nnu ENWREENMD
SECURE TO 4SEAM
10.20 & 30 Pd
DURALUM PRODUCTS, INC.
W/ 8414 TEX SCREWS
3'.A•
BY:
urumhrr r_ea Inc
0
1 I�4*x3'Al'UM.'PBM.OR
/I 7514' ALUM. r BM.
AT T I -BEAM:—/
2F.1in Tu!
AOD.'C' SPLICE X /0' LONG
(4N1/4.0 M B. BEAM
AT&LOOLUMNS-
P • B
TO BRACKET
(CENTER AT COLUMN).
BCJLLB: NONE
SCAUED
COwI '/x1AL AND RMEN ILL Brtt=nnu ENWREENMD
SECURE TO 4SEAM
10.20 & 30 Pd
DURALUM PRODUCTS, INC.
W/ 8414 TEX SCREWS
BY:
EQUALLY SPACED -
00,100 a 11 0 NPH
1' FROM ENDS.
SHEET 12 OF 33
2.318'0 M.B. THRU STL. T
BRACKET TO POST,
POST, BEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
2F.1in Tu!
TOM CAMPBELL A ASSOCIATES, INC.
LIVE LOAD.
P • B
NPMO ER0 0125
BCJLLB: NONE
SCAUED
COwI '/x1AL AND RMEN ILL Brtt=nnu ENWREENMD
9EAwt
8pL[CE DgTAIIg
10.20 & 30 Pd
DURALUM PRODUCTS, INC.
BY:
NANQ10 CUCJWONOIA G (251)741-2107
00,100 a 11 0 NPH
02W ALPINE 1 FA SAQ1510 Uio, G OOOJO
(0101402-7021 FAX 40}1010
SHEET 12 OF 33
1
10#
L,L.
90 MP-,ATTACHED SOLID
COVERS -
I12'
8L C
'
'
OR LESS EXP, B
j
'
DBL. 2 3x8^ eEAMB�M
DBL. 3"x8"x.042"
BEAM
It 3"x8"
BEAM w/INSERT
DBL. -3"x8* BEAM
c
MAXCOL;
EACH w/ A 3"x8" STL. INSERT
MAXPo� ���
MAXPOST
�
MAX P08T
SPACING
FTG• MIN.
P
FTG
MIN.
SPACING
ON 8U1B
9PACING SPACING
L FOBEAM 3' x
FTG. MIN.
(INJ TYPE
FTO
ON')
MIN.
SPACING FTG. MIN.
(SPAN) (IN.) n�
FTO.
(IN.)
MIN.
MAX.POST
SPACING
', MIN.
FTGPOST, POST
FTO
MIN.
POST
_n
2� �
TYPE
TYPE
'(SPAN)
(IN.) TYPE
r�)
TypE
(SPAN)
(IN.)
(IN.)
TPOST
YPE
5'
13'-7'
9'40"10'-2,
8• 8-0
23
B
14'-2'
*-7"
25
B
21'-18'-r
_
28
30
B
29'-8•
32
_
12-
28
28'2
33
C
5,
23
B13'-0'
28
19'-3'--�
:
33
2-4
1 T-0_
C
8
-8' 8'-r
12'-1"
25'-2•,-10
7'
9'-8"
2
B
28
B
1T-1 '
3031
:x-31
l..'
B
34
-r
25
0'-8
28
15'-9'
22'-2"
35
C
1-7-
T-1 T-0` 8' "T-1.
11'-3
23'•r
8'
g'$•
2 25
B
2 48
B
18'-84
3132
B
34
0 -0'
-9 "
20'-8'
38
C
8,
9'
7'-7"
T'8� 7'-r
6'-7' 8'-9'
26
B
10'-8'
2B
B
15'•9'
31
B
22'-2"
35
,
26
9' -0'
29
3'-10'
33
19'-r
37
E
9
T-1" T-3'
8'•3' 8'�"
10'- '
9'-0'
21'-1'
10'
8'-90
25
28
B
28
B
15'-0'
32
C+
38
E
61-10*
9'-8'
29
13'-2'
33
18'-r
'-1
37
25
B
29
114-4-....-4
3
38
.110-
'-1'
27
B'-7'
30
B
12'-r
34
c
17'-8°
38
F
11'
8'-05-10
'
9'-3"
12'
S'-8"
2 27
B
29
B
3
33
C
37 38
F
8'-2'
30
12'•1'
34
1T-0 °
12'
B'-3' 8'-4"
5'• 5'-8'
8'-10"
18
13
5 -2
26
B
29
B
13'•2
33
c
37
28
•10'
31
11'-r
35
18'-3'
39
F
13'
10#
L.L.
90 MPH - FREESTANDING
SOLID
COVERS
12' OR
LESS
EXP.
B
8L C
5,
10'-4' 9'-T 28 G
9'-4• '-
15'-8" 30 G
28'-3' 34
J
32' 3
0' 30 H
14'-8' 31 H
3'-8' 35
30'-3' 38 J
V
6,
9-1' 8'•9' 28 G
8'-7• T-10 29 G
14'-1" 29 G
'-3'
24'-0' 33
J
29'-0' 35
1 30 H
21' 8• 34
2T.g■ 37 J
6'
7,
8'8' T-10' 27 G
-7' T 28 G
13'-1• 28
12'-3' G
22'-3' 32
2T-25 X38 J
30
91- 34 .I
r
81
T-r 7-3" 28 G
12'-0'12
G
'-9'
2032 I
25'-T
T-2` 6'-6' 29 G
11'-r 29
8'-T 33 J
24.1• 3S J
8'
9'
T-2' 8'-0' 28 G
11'-7' 27
19'-8" 31 I
24'-2 33
8' 5'-11 30 H
101-8' 28 G
1T-7' 33 J
22'-8' 35 J
91
10'
8'-r V-3 29 G
1 V-9. 27
18'-8' 31 H
22'-1 ' 33
8'-3" 31 H
10'-0' 28 G
18'•8' 32 I
20'-0• 34 J
10'
30
'�"
2T
G
1T-9 31 H
2 - 32
32 1
9'-8' 29
5'•10" 32 1
9'40' 34 J
11'
12'
8'-10' S'•8" 31 H
9'-8' 28
G
- 30 H
- 2
B' 5'-0" 33 J
9'-1" 29
15'-3' 32 I
9'-0' 34 J
12'
13,
5'-r 5''4' 31
9'-3' 28 G
-4' 31
H
32
5'-34'-Q* 33 J
8'-9" 30 H
• J
35
13'
i
FOOTING SHOWN REPRESENTS LENGTH OF
FOOTNOTE: 'SAMPLE'
SACH SIDE AND DEPTH OF CUBED FOOTING WHOM SLAB.
• THE MAXIMUM COLUMN SPACING ON DUSTING BLAB
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN
OIG1E8 EXPOSURE B
WHERE SLAB OCCURS. CUBED FOOTING egm
BE REDUCED! , EACH SIDE FOR FREESTANDING ONLY.
COLUMN OR THE MAXIMUM POST SPACING SHOWN FFMAY
SZZCrRD BEAI.I
E�— FIGURE INDICATES EXPOSURE' C ,
SEE ALTERNATE FOOTING TABLES
SHT.10 FOR ATTACM&FREESTANDING COVERS
,
j
N0. C
WHERE ONLY ONE FIGURE SHONM INDICATES EXP.
B 8 C.
DRAWN BY: EN. TOM CAMPBELL B ASSOCIATES, INC.
LAPMOER00196 � 1�E12 _ COMMERCIAL AND RESIDENTIAL STRUCTURAL SN001FIERDIO
OTA$PATIO COVER SYSTEM
pd DURALUMPRODUC'TS.INC..,_. •
.
REVIStEDOr
RANCHOCUCAM()NQA CA P31IT41-2107
11oMPH
• 61110 ALANE AVS., BACRA►01M�O.GiIODO. .
rolel�aml FAX4ay1519 °M°°®amUTc "
SHEET
1701
AWG SHOWN REPRESENTS LENGTH OF
L#A:H SDE AND OlFTTI OF CUB20 FOOTIW WrrHOUT SLAB.
WHERE SLAS OCCURS, CUBED FOOTING =
MAY BE REDUCED B' EACH WOE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
CLT In 911111T1f%JmMn aLSCfR�WYff MIfOf
I, THE MAmUM COLUMN SPACING ON EXISTING
THE SMALLER OF THE MAXIMUM SPACING SHO
COLLPM OR THE MAXIMUM POST SPACING SHt
SELECTED BEAM.
J3VFOOTN(O'TEE::'SAMPLE'
MDICATESEXPOSURE S-i� J13 1111��� FIGURE WDIGTEB EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. S S C,
10#
L.L. 90 MPH
- ATTACHED SOLID COVERS
ATIO COVER SYSTEM AS MFG, BY:
IAPM10 ERI 0106
To:
DAA
COMWFAGNL AND RElDfllflAL 9TRUCTNiAL @1001fiRAW 0
IFFIS 10, 70 a D Pd
URALUM PRODUCTS, INC.
1111),!U-711211
12' OR LESS
EXP. B & C
RAN" euGMDNaA, G 11eg T�ti.71cf
AND ATTACHED HORIL W WO -
Io,1oo a 110WH
M0 AIAME AYE. SACRAMENTO, G 03070
6.50
ROLLFORM
MAG BEAM
/
4" I -BEAM
loll OO MPN
FAX 1011618
4.5" /
MAG
GUTTER
3" SQ.
STEEL
BEAM
7"
I -BEAM
MAXCOL
SPACING
MAICPOST
SPACING
FTO
�N•)
MIN.
POST
FTG,
(IN.)
MIN.
POST
MAX.POST
SPACMG
FTG.
(IN')
MIN.
POST
FTG.
(IN')
MIN.
POST
MAX•POST
SPACING
PTCI.
MIN.
POST
FTG.
MIN.
POST
MAX.POST
SPACING
FTG.
MIN.
FTG.
MIN.
POSTTYPE
MPACIN T
FTG,
MIN.
�G
ITYPE
MIN.
ON SLAB*
(SPAN)
TYPE
TYPE
(SPAN)
TYPE
TYPE
(SPAN)
�N')
TYPE
(IN')
TYPE
(SPAN)
�N')
TYPE
(IN')
(SPAN)
(INJ
POST
(IN.)
TPOST
YPE
5'
13'-7'
"
23
B
13'-4'
24
B
12'-0•
24
B
9'-r
22
23'-2"
29
9'-
24
11'-9"
26
1 '-2'
25
8'-10'
23
B
'.4•
31
B
8'
11'-4"
10'-1'
24
B
12'-2"
25
B
11'-8'
25
B
8'-1"
23
21'-2"
30
B'-10'
2b
ZS
10'-3'
26
8'-4'
24
B
1 '-8"
32
B
7'
g,-8.
9'�'
2
B
11'-3"
28
B
10'-9'
25
B
8'-8•
24
19'-7'
31
8'-3"
25
-0"
27
9'-S'
27
-0'
25
B
1 r- "
32
B
8,
e,�f
8'-9'
2b
B
10'-r
26
B
10'-1"
28
B
8'-3'
24
18'-4'
32
T-9'
26
8'-4'
28
'•10'
27
T-8'
28
B
18'-2"
33
C'
g'
T -r
8'-3•
25
B
10'-0"
27
B
e' -r
27
B
8'-0'
26
1r-4"
32
T,3
28
8'-10
2b
-8'
28
7'-1"
28
B
15'-3"
34
C'
10'
6'-9"
T-10'
26
B
9'-6'
27
B
9'-1"
27
B
T-7"
26
8'
33
T-0'
27
8'
29
8'-0'
28
B'-8'
27
B
14'-8'
34
�'
11'
6'-2'
Tr
28
B.
9'-1"
28
B
8'-6"
28
B
T-3'
28
33
8'
27
8'-0•
29
r -a'
29
6'-4"
27
28
B
B
3'- 0"
5'-1
35
C
12
5'-a"
"
T-2'
27
B
8'-8"
28
B
8'-3"
28
B
T-0"
34
8'
28
'-8'
30
�"
29
'-2"
2813'.3-
35
G,
13'
5'-2"
T-0' ,
6-
B
8'-4'
'.4■
29
B
8'-0'
29
B
8'-8'
27
B
34
C
28
30
T-1'
30
6'- 0'
28
12'-9•
38
E
10#
L.L. 90
MPH -
FREESTANDING
SOLID
COVERS
12'
OR LESS
EXP. B
& C
5,
12'-0'
•
28 G
14'-0' 29
G
13'-9'
29
G
10'-2'
26
G
25'-2'
34
1'-
28
13'- " 30
H
3'-0"
30
H
9'- '
28
23'-8'
35 J
OR
11'-0' 27 G
12'-9" 28 G
12-8• 28 G
9'-r 28 G
22'-2' 32 1
10'-3"
28
12'-1" 29
11'-10
29
9'-2"
27
20'-8'
34 J
�,
10'-r 26 G
'
11'-1 " 2a G
11'-8" 27 G
9'-r ze G
20'-0' 3 1
9- 28
1 '-2' 29
1'-0"
29
8'- '
27
'•4'
33 J
81
9''a' 28
G
11'-1' 27
G
11'-0' 27
G
8'- ' 25
G
18'-3" 31 H
W-0- 27
10'-4• 26
10'-3• 28
a' -a•
27
1r "
32 J
g,
9'-0' 28 G
10'-6• 27 G
10'x" 27 G
8'-4' 25 G
17'-8' 30 H
8'•8' 27
9'-9' 28
8'-1" 27
18' 32 I
10'
8'-r 28 G
9'-8' 28 G
9'-10' 28 G
8'-1" 2b
G
18'-7" 30
8'-1' 28
8'-11' 28
9'-3' 28
T-9' 2a
5'- 32 I
11'
a'-2' z7 G
e'-1• 27 G
9'-4• 27 G
7'-10" 27 G
15'-1 30 G
T-8' 29
8'-7' 29
'-10' 2B
�' 29
14' 31 H
12
r-10' 28
G
8'-9' 28
G
9'-0' 28
7'-r 26
G
14'-7" 29 G
r-4` Z9
7'-11" 29
'-6' 29
s' -a• 2
AL �
7'-1' 29
13'
r -r 2e G
6'-1" za G
zs G
14'-0" 29 G
T-1'
30 H
r.T 30
H
A'_9•
Ji
Y Cd.
_ m_en
�n
u
.�, n"
;. u
AWG SHOWN REPRESENTS LENGTH OF
L#A:H SDE AND OlFTTI OF CUB20 FOOTIW WrrHOUT SLAB.
WHERE SLAS OCCURS, CUBED FOOTING =
MAY BE REDUCED B' EACH WOE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
CLT In 911111T1f%JmMn aLSCfR�WYff MIfOf
I, THE MAmUM COLUMN SPACING ON EXISTING
THE SMALLER OF THE MAXIMUM SPACING SHO
COLLPM OR THE MAXIMUM POST SPACING SHt
SELECTED BEAM.
J3VFOOTN(O'TEE::'SAMPLE'
MDICATESEXPOSURE S-i� J13 1111��� FIGURE WDIGTEB EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. S S C,
EN
TOM CAMPBELL 8 ASSOCIATES, INC.
LWB LOAD •
ATIO COVER SYSTEM AS MFG, BY:
IAPM10 ERI 0106
To:
DAA
COMWFAGNL AND RElDfllflAL 9TRUCTNiAL @1001fiRAW 0
IFFIS 10, 70 a D Pd
URALUM PRODUCTS, INC.
1111),!U-711211
NONE
REVI® BY:
RAN" euGMDNaA, G 11eg T�ti.71cf
AND ATTACHED HORIL W WO -
Io,1oo a 110WH
M0 AIAME AYE. SACRAMENTO, G 03070
SHEET I S OF 33
loll OO MPN
FAX 1011618
in* X I on RAEIU Cr3lCr!0"rAsar%iktr% P%nr-u , A -1T1. 1-
mm
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE ANO 00" OF CUBED FOOTING WITHOUT SIRS.
WHERE am OCCURS, CURED FOCI SDP
MAY 86 REDUCED C EACH SIDE FOR FREESTANOM ONLY.
SEE ALTERNATE FOOTING TARLE8
BMT. 10 FOR ATTACHED l FREESTANDING COVERS
IAPNO, FJb101tq OATS: I----_wV1D12
THE MAXIMUM COWMN SPACING ON EXISTING
THE SMAUM OF THE MAXIMUM ST SPACING 8=N0
COLUMN OR THE MAXIMUM POSPACBIG
SELECTED 8EAIL
TOM CAMPBELL A ASSOCIATES, INC.
COMMERCIAL AND R EBMDENTIAL STRUCTURAL ENM
RAW -40 CUCAMOWK G (Wf) T4f iW
FOOTNOTE., -SAMPLE'
E INDICATES EXPOSURE S..Lf� �I
r_J�-,-
F- N C37 FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. S A C.
�' ANDITtO
IDURALUM PRODUCTS, INC,
%%Im° RMALPTNEAVL. SACRAMHNTO.CANO SHEET 28OF'33
0 10 1ill MPH N01l1462•7O21 FAx4m181Y uW®au-km
10'-3'
IS VI1 Lr--QQ
Q
AT-. D OI V
23'-2'
33
321-8"
36
J
51
27
G
15'-T
30 G
10'-6" 10'-9" 27
53-
2B
15-T
14'-3'
32
1
10'-8"
0'-9'
29
G
3'-2'
20'-4"
35
32
J
1
-B"
29'-1 '
38
35
K
5'
6,
9'-8" 26
G
29
9'-3' 9'-9' 26
.8'
28
14'x'
13'•3'
31
H
9'-3"
'-9'
+ 28
G
O. -V
19'-0'
35
31
J
H
9'-10
2T�"
37
34
J
g,
7,
9'-2' 28
G
28
8'-T 9'-1' 28
-2"
27
13'-3'
12'-4'
30
H
B' -T
-1'
27
G
9'-0"
1r-1"
33
30---
J
r -a'
28'-1
37
34
J
7,
8'
B'-9' 25
G
28
G
7'-8" 8'•2' 2B
,
!2'-4
11'-8'
30
71.rH
'-2"
27
G
r-1'
18'-1'
32
30
I
H
5'-10
24'-4"
36
3
J
B
9'
81-8' 28
fr-27 G
27
G
7'-3' 7'-9' 26
11'x"
10'-9'
Z9
T-3'
-8"
27
G
8'-1"
15'-3'
32
29
1
G
23'-2"
35
33
J
g,
10'
B'-2' 28
G
27
G
6'-8' r-4" 28
G
8'-2'
28
10'-9'
10'•2'
29
8'-0"
-4'
2B
5'-3'
14 -
31
29
I
G
'-2"
35
2
J
I
10
27
G
27
G
8'-5" B'-9' 27
G
,
-0'
28
10'-Y
9'-9"9'-9'
29
6'•5'
'-9'
Z9
14'-T'
31
2 3p
H
G
1'-3'
ZO
34
32
J
I
11
12'
-2-29 G
-2-29 G
8'-5.6'-5' 2 G
8'-0'
29
1 !
YO
H
8
p'.4.
! -0
34
31
J
12'
+'-6'&
4
30
9 -5'
30
H
5-8"
'-2'
30.
H
19'-8'
33
J
mm
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE ANO 00" OF CUBED FOOTING WITHOUT SIRS.
WHERE am OCCURS, CURED FOCI SDP
MAY 86 REDUCED C EACH SIDE FOR FREESTANOM ONLY.
SEE ALTERNATE FOOTING TARLE8
BMT. 10 FOR ATTACHED l FREESTANDING COVERS
IAPNO, FJb101tq OATS: I----_wV1D12
THE MAXIMUM COWMN SPACING ON EXISTING
THE SMAUM OF THE MAXIMUM ST SPACING 8=N0
COLUMN OR THE MAXIMUM POSPACBIG
SELECTED 8EAIL
TOM CAMPBELL A ASSOCIATES, INC.
COMMERCIAL AND R EBMDENTIAL STRUCTURAL ENM
RAW -40 CUCAMOWK G (Wf) T4f iW
FOOTNOTE., -SAMPLE'
E INDICATES EXPOSURE S..Lf� �I
r_J�-,-
F- N C37 FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. S A C.
�' ANDITtO
IDURALUM PRODUCTS, INC,
%%Im° RMALPTNEAVL. SACRAMHNTO.CANO SHEET 28OF'33
0 10 1ill MPH N01l1462•7O21 FAx4m181Y uW®au-km
10# L-L1Of) MPH - ATTAPLJCr1 nOCKI X Arrllnc
5'
MAX.COL
SPACING
ON SLAB*
13'-7"
3" SO. STEEL BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x8.5"x.032" BEAM
OR 3"x8"BEAM
MAXP03T MAXPOST
SPACING SPACING
FTG. FOR DBL FOR 3' 118• �G'
(IN) (IN.)
HFAM(IN,)
22 101-8" . 1Q' -B"
24 10-8 1 .g
2 5 8''3!9,-0� 8�'8.8��� .
2 25 8'•r e' -T 9'_1• t1^
24 T-8' 8'-2"
28 7'-8' 8'-2'
24 7'-3' T-9'
28 T-3' •9'
24
Y8 8'-8' 8t8• T-4' 4•
26 8'-5" 8'-9'
27 8'-5' '•9"
25 8'-0• 8'-6'
27 V -W e'-5'
25 6'-8" 6'-2'
28 6'-8' 8'-2'
I Ar•rtf%r- i+�t,r--
MIN
POST
TYPE
B
B
B
B
B
B
B
B
B
FTG.
(IN.
19
21
2 0
20
22
21
22
2123
21
23
21
23
22
24
2
24
3'x8" BEAM
SPACING
(SPAN)
23'-2"
3'-2
20'-40��•
19'-0'
9'-0'
1T-1'
7'-1'
18'-' 8�.1 •
15'-3'
15'-3'
14'7"
4'-7'
3'-8'
121- '
2'-10"
WINS
FTG, MIN
POST
TYPE
B
B
C
B
C
C
C
C
C
E
�•
pN•I
25
27
25
26 8
28
26
29
2 29
27
30
28
30
2 30
2831
._-
71' UR LESS
DBL. 3"x8" BEAM
EACH w/ A 3"x8" STL.
MAXPOST MIN
SPRAIN) FTG. POST
(SPAN) (IN.) TYPE
32'-8'
2'-e'
29'-1 '
2T-8•,-10'
T
26'-1 '
5'-10
241-40
23'-2•
'-2"
21'-3
1'•3'
20 20'-4"
19' g•-0^
__ -_
EXP.
INSERT
PTO.
(IN.)
28
30
29
2931
32
30
33
31 3133
31
34
31
34
32
35
3 3B
B &
MM.
POST
TYPE
C
E
E
F
E
F
F
F
F
F
C
I L UR LC07
MAXPOBT
SPACING FG, MIN
(SPAN) POST
(IN.) TYPE
10'-3 Q,-0" B
MAXPOSr
SPACING
(IN.) (SPAN)
19 15'-7' �- "
21 15 7
2 0 14' 14,-3.
MIN.
FTG. POST
(IN.) TYPE
B
B
B
B
B
B
B
B
C
B
,
5
8'
11'-4"
,-0.
9'-2" _2"
6-9• -� "
8'-0"
8'_2■
8'-0�8,-0"
r._7.
L7r'-A-
,�"
I inn RADI-)
B
8t
T
9'-8"
B
2� 13'-013�-3'
7'
8'
8'•8'
B
21 12'-4'
23 12'-4'
8'
9'
7'-7"
B
22 11'-8'
24 11'-8"
9'
10'
8'-9'
B
24 10'-9�0'-9"
10'
11'
8'-2"
B
23 10'-2'
26 10'-2'
11'
12'
S'-8"
B
23 9'-9"
25 9'-9'
12'
13'
5'-2`
1f?fi I
B
_
23 9'-5'
26 9'-5'
GDCCQTAAITIIAV'±nocAl
13'
FO31.810 SHOWN REPRESENTS LENGTH OF THE MM(MUM COLUMN SPACING ON 00870!0 ` •C/�
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT BLAS. THE SMALLER OF THE MAXIMUM SPACING ON FOOTN(OTE�: 'SAMPLE•
WHERE SLAB CED r E CUBEDFORFFOOTING SZMEST SECOLUMN XM THE MAXIMUM POST SPACING INDICATES EXPOSURE B.� �I
MAY BE REDUCED C EACH SIDE FOR FREESTANDING ONLY. SELECTEE BEAM. lr- 1J� -
BSEE FR. 0 FOR ATTACHED a TABIMFREEBTANp810 COVERS y,X ~ o. C37 �� INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B a C.
OMWN W. S.N. TOM CAMPBELL A ASSOCIATES, INC. PATIO COVER SYSTEM AS MFG. BY:
■
IAPMO HRM 0106 OATLEINOtR7tS SPACING TABLE
;NONE COhtlJE/lCIAL AND RBBIOfiMUL e'TIWCIIAHAL N{pING A30 Od MPH 1111
URALUM PRODUCTS, INC.
1tEW ® BY. RANCHO CUCAMONGA. CA' (071) 7NQ10I 00 l t O1 ALPINE AVE. SACRAMINTO, CA WM SHEET 27 OF J3
)�62•)Oi1 FA%4OY16t0 uY■�r■Y■"ne■.
---- -
-
-- -
I L UR LC07
rzAt' Ci Eft
L
5'
10'-3'
0'-3'
28
30
G
1 b'•7'
31
10'-8'
10'-9"
28
23'-2'
35
J
32'-8'
38
15'-T
14'-3"
33
31
J
10'-8'
0'-9'
30
H
3'-2'
20'4'
37
34
32'-8'
29'-1 '
415'
37
8'
e'-0" 28
'-8' G
9'-3' 9'-9' 28
G
29
14'-3'
13'-3'
33
30
J
9'�'
'-9•
30
0'-4'
19'-0`
36
33
J
9'-10"
27.8'
40
38
8
7'
a'-2' 27
'-2' G
8'-T 9'-1' 27
G
29
13'•3'
12'-0'
32
29
1
8'-7"
'-1'
29
B'-0'
Ir -1'
36
32
J
1
7'-8'
26'-1 '
397'
36
8'
8'-9' 27
'-9" G
T-0" 8'-2' 28
29
2'-4'
11' 8'
31
29 G
I
7 -8"
8'•2
28
G
T-1 •
18'-1'
34
3
J
I
—15'-1'0'
24'-4'
358
3b
,
9•
8'-8" 28
'-8` G
T-3' 7'-9' 27
30
11'-8'
10'-9'
31
28
H
-3'
•9"
29
G
18-1"
16'3'
34
3
J
H
23'-2'
3B10'
358'_2■
EJK
9'
8''2" 29
G
8'-8' T-4' 28
30
10'-9'
3o
29
H
8'-e`
-4'
30
G
15'-3"
-
33
31
I
H
3'-2•
2 - '
3710'
348'-0'90
8'-0' 2910'2'
8'-5' 8'-9' 29 G
H
0'-2'30
9'-9'
29
H
8'•5'
'-9"
30
H
4'-T
33
I1-3'
H
20
3812'
T -T' 29
8'-0' 8'-6'29'-7'31
H
9'•9'
9'-5'
31
30 G
H
8'-0'
8'-
31
H
3'-8'3
"'�`
_-32I
3
H
�'-4'
19'
382'13'
3
T-4' 30 G
8'-8' 8'-2' 30
32
I
9'-0'
32
I
5'-8'
8'-2'
2'-10'
32
I
9'-8'
35
13'
FO31.810 SHOWN REPRESENTS LENGTH OF THE MM(MUM COLUMN SPACING ON 00870!0 ` •C/�
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT BLAS. THE SMALLER OF THE MAXIMUM SPACING ON FOOTN(OTE�: 'SAMPLE•
WHERE SLAB CED r E CUBEDFORFFOOTING SZMEST SECOLUMN XM THE MAXIMUM POST SPACING INDICATES EXPOSURE B.� �I
MAY BE REDUCED C EACH SIDE FOR FREESTANDING ONLY. SELECTEE BEAM. lr- 1J� -
BSEE FR. 0 FOR ATTACHED a TABIMFREEBTANp810 COVERS y,X ~ o. C37 �� INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B a C.
OMWN W. S.N. TOM CAMPBELL A ASSOCIATES, INC. PATIO COVER SYSTEM AS MFG. BY:
■
IAPMO HRM 0106 OATLEINOtR7tS SPACING TABLE
;NONE COhtlJE/lCIAL AND RBBIOfiMUL e'TIWCIIAHAL N{pING A30 Od MPH 1111
URALUM PRODUCTS, INC.
1tEW ® BY. RANCHO CUCAMONGA. CA' (071) 7NQ10I 00 l t O1 ALPINE AVE. SACRAMINTO, CA WM SHEET 27 OF J3
)�62•)Oi1 FA%4OY16t0 uY■�r■Y■"ne■.