07-2743 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
T- &-t 4 4v Q" -
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/11/07
Application Number: 07-00002743
Owner:
Property Address: 79891 CASTILLE DR
MARK GRGAS . O
APN: 609-380-999-27' -293234-
79891 CASTILLE DRIVE
Application description: PATIO COVER - RESIDENTIAL
LA QUINTA, CA
Property Zoning: LOW DENSITY RESIDENTIAL
LA QUINTA, CA 92253
OL'`r.
Application valuation: 7315
Contractor: ft?
Applicant: Architect or Engineer:
YBARRA CONSTRUCTN CO, TONY
�'C
566 STURGEON DRIVE 4),0'Q' J
V(714)979-5493
COSTA MESA, CA 92626
\� /
Lic. No.: 344248
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that 1 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 Cla s: 903-D24 License 61 44248
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
Date \Contractor. `
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
• \��
Code, for the performance of the work for which this,permit is issued. My workers' compensation
OWNER -BUIL R DECLARATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from he Contractor's State License Law for the
Carrier STATE FUND Policy Number 0653795-2006
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, 1 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 worker ' c ensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
37 "of the Labor Code shall forthwith comply wit o e roviwsioonns.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
70 App
'D,,
1 _ I 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
e: icl ant:
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE TO SECURE�WORKE COMPENSATIO COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law doe's not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL P NALTIES AND CIVI 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.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 _ I I am exempt under Sec. , BAP.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:
LQPERAIIT
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize epresentatives
of this count o eplerupon theabove-mentioned property r inspection purposes.
_0116 l ru7nat� Applicant or Agent):
i
LQPERMIT
Application Number
. . . . . 07-00002743-
7-00002743Permit
Permit
PATIO COVER
PERMIT
Additional desc .
Permit Fee . . .
. 99.00
Plan Check
Fee
64.35
Issue Date . . .
.
Valuation
. . .
. 7315
Expiration Date
4/08/08
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
10 X 55 ALUMAWOOD
LATTICE SHADE
COVER
TOTAL 550 SQ FT A
PER ICBO 2640P
AND
APPROVED PLANS.
--------------------------------------------------
Other Fees . . .
. . . . . . STRONG
-------------------------
MOTION (SMI)
- RES
.73
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
.73
.00
.00
.73
Grand Total
164.08
.00
.00
164.08
LQPERMIT
Bin #
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit # i i'1
Project Address: �/��//fes �� !
Owner's Name: �IR
A. P. Number:
Address: '7 9
Legal Description:
City, ST, Zip: �fS/14 jf`%hQ�JC
Contractor: /� C. A CQ ,
Telephone:
Address:—4/ r
Project Description:
City, ST, Zip:
Telephon - w �?
a ��
-#:
State Lic. # City Lic.
Arch., Engr., Designer:
�� 1�164%0110
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person:
Construction Type47(a,2,1 , Occupancy: 51,=;C
Project type (circle one):ew . Add'n Alter Repair Demo
Sq. Ft.:7j�o #Stories: # Units:
Telephone # of Contact Person:
Estimated Value of Project: Gj 09101 A9
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACIQNG .
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
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°' Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'`' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
Tony M Ybum
Const/ Co.
566 suers Dr. yJ —5 93 PLOT PLATT
Coxa Mesa. CA 42626-3145
NAME 14��� — PHONE _
SJTVS ADDRESS
TRACTIPARCEL mAP LOT
AUESSOA"S PARCEL NO.
REAR PROPERTY LWE
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P
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R
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1
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IVA
FRONT PROPERTY ' :i;
rjq TC7( ok
F7R!: _-
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Monday, September 24, 2007
Subject; Engineer of Record
Attention: Building Official
Gentlemen,
This is to inform you that Fox Engineering Inc., shall remain as "Engineer of
Record" for the following ICC/ICBG plans:
1.
ICC ER -2640P
10 , 20 , & 30 Patio Covers
I
2.
ICBG ER -5888P
10 , 20 ; & 30psF Patio Enclosure
Our stamp has recently been renewed, with an expiration date of 9/30/2009.
If you have any questions or comments, please contact me at the numbers
provided.
Ccrrd'.dutX�y,
Gregory . Foy
Vice President
8060 Telegraph Rd.
Downey, CA 90240 Email: foxeng@hotmail.com
��pFES$�0
7P 0
.21543 z
xp, 9-30.2009 m
CIVIL.
OF CAL��
(5622) 806-1337
Fax: 927-2509
ER -2640P
GENERAL NOTES AND SPECIFICATIONS:
1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL.
2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED VNT H THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR
GREATER YIELD AND ULTIMATE STRENGTHS.
3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P S.I. CONCRETE SLAB SHALL HAVE 3 1/2" MINIMUM THICKNESS .AND SHALL BE IN
GOOD CONDITION.
4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F.
5. ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M A-445, GRADE C.
UNLESS OTHERWISE NOTED.
6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO
A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16" MAXIMUM.
7. EXPANSION BOLTS SHALL BE "HILTI KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL, ALL BOLTS
SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS.
8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY.
9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED. I.E.. PROJECT, POST SPACING. FOOTING DETAIL. ETC.
10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL
PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. ClITERIA. '
11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL.
12. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31. DIVISION 111. OF THE 1997 UBC.
13. THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). SECTIONS 9.1.2 8. 11.1.2.
RpFESSION
Q
ORAVM8Y:K.K.
FOX ENGINEERING INC.
ES G. F
PATIO COVER SYSTEM AS MFG. BY:
SHEET
�REPORTTNUMBER•
1
NO. 21543
Z
m
EXP. 9-30-2007
t0, 20 a ]0 p51
HORIZ. NAND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
1 OF 30
[/ S� CIVIL �P
q�
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED OF CAOFV_
I.C.C. E.S. EVALUATION
ORAVM8Y:K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
�REPORTTNUMBER•
1
DATE: 11/23/2002
SCALE: NONE
JAMES G. FOX. CIVIL ENGINEER
GENERALNOTES
t0, 20 a ]0 p51
HORIZ. NAND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
1 OF 30
ER-2640p
�
7 -REVISED
BY: K.K. a D.P.
9060 TELEGRAPH RD., DOWNEY. CA 90240
502 x00.1737 FAX:927.2508 bxa �otmail.com
70, 1 a t 10 MPH
916 452.7021 FAX 403-1519 sales
( ) �YfalUm.COm
l00 w. CM401174
tilt �f�1; tJUI.
R!1,01 PANE
SEE S.:HEOULE
F( -IR SPAN:
7:H 'v.5RIE5 i,Et SG.,r.:�i1•_�
SEE DETAIL FOR SPL:CE
1 1/2" SO SCROLL POSTS
3 12" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED —
SEE SCHEDULE
SOLID PATIO TYPES
rIAC.-IMEIJI CHANNEL &NC,y
SEE CFTAIi. ANO S. OFS7rfAt,RLCT
7HF PRO F` NOjN f tFS R7hV `RfE
osuc
O H SPA
OPTIONAL. CANTILEVER
SEE SCHEDULE FOR
POST SPACING
ALTERNATE
SINGLE POST / 'NOTEJ0
STSpgC/NG
SEE SCHEDULE SPLICE AT THIS
POST D AT END BAYS.
FOOTING WHERE REQUIRED ✓
�J
SEE SCHEDULE FOR FOOTING CUBE SIZE
ST SPACING
ON
ALTERNATE:
NOTE. EACH COMPONENT IS INTER-
SINGLE POST
CHANGEABLE WITH ANY OTHER
SEE SCHEDULE FOR
COMPONTENT UNLESS OFHERWSE SHOWN
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION
POST SPACING
Ile-
F 30
D
ROOD PANT .
O H _��_^"4E•
SEE SCnEOUL: —'�
��
(Ar;.1yN0ipEtN�Lp
FOF.Si'i-.N::
OH N
SE
OPT-UNAL SIR
!
C� H VARIES SEE SCHEDULE
452.7021 FAX 403.1519 sales@0uralum.com
SEE DETAIL FOR SPLICE —�
SEE SCHEDULE R
III
ST SPACING
ON
ALTERNATE:
71�OPTIONAL: CANTILEVER BEAM
SINGLE POST
REPORT NUMBER
SEE SCHEDULE FOR
S0. POSTS, SIZE VARIES
POST SPACING
OURALUM PRODUCTS. INC
1(916)
F 30
NOTE:
O SPLICE A
H
3 12" SLABMAY BE USED
JERNA
TO CONSTRAIN �j
REVISED BY. K K. & O.P
(562) 806.1337 FAX.927.2509 toxen9 hotmall com
FOOTING. SEE
452.7021 FAX 403.1519 sales@0uralum.com
SCHEDULE �CNOTE
O SPLICE THIS
BA
POST DAT END BAYS
FOOTING WHERE REQUIRED '
SEE SCHEDULE
LE FOR FOOTING CUBEBE S SIZE
1/2 x 9" STEEL ROD NOTE EACH COMPONENT IS INTER.
CHANGEABLE WITH ANY OTHER
COMPONI ENT UNLESS OTHERWISE SHO%N/ 4
TYPE "C" FREESTANDING W/CANTILEVER OPTION
`,EE DIE--
FOOTING
E —
ROOF PANE-.
SEF SCHEDULE
1=0P SPANS
)i' `+ARiEr�z SE SCHCL)ULE
SEE DETAIL FOR SPLICE
1 1/2" SO SCROLL POSTS
3 12" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED
SEE SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
ALUMINUM
RWF PANEL
SEE SCHEDULE
FC;R SANS
OPTIONAL
VARILb• SEE SCHEDULE
SEE DETAIL FOR SPLICE
SO. POSTS. SIZE VARIES
3 12•• SLAB
MAY BE USED
TO CONSTRAIN
FOOTING. SEE
SCHEDULE
rem
4n/pS,ygt �F 5 .RL`1
THE nRO./i` TOTgFLF, . A
-NiFE-NCto "t,
NOTE EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SFJO1Nh
\N/(`ANTII P\IPP nPTIr)N
(Mqy
NOT BE ENCOOSFD
SEESC'yEout"s
SEE SCHEDULE R
ENGINEERING INC
ST SPACING
ON
ALTERNATE:
7n PoST Sp
SINGLE POST
REPORT NUMBER
/NISG
SEE SCHEDULE
W. 20 8 30 ps1
OURALUM PRODUCTS. INC
1(916)
F 30
NOTE:
O SPLICE A
H
POST A
D AT END BAGS
FOOTING WHERE REQUIRED ✓
i SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE EACH COMPONENT IS INTER -
112 x 9" STZEL POO CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOiATJ
I
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
I CC E S EVALUATION
ORAIAM BY K K
ENGINEERING INC
LIVE LOAD,
PATIO COVER SYSTEM AS MFG. BY,
SHEET
SHEET
REPORT NUMBER
DATE 1123/2002
JAMES G FOX. CIVIL ENGINEER
I
W. 20 8 30 ps1
OURALUM PRODUCTS. INC
1(916)
F 30
ER -2640P - - -
SCALE -NONE
j5060 TELEGRAPH RD . DOVUNEY. CA 90260
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
_�
REVISED BY. K K. & O.P
(562) 806.1337 FAX.927.2509 toxen9 hotmall com
70.90 8 110 MPH
452.7021 FAX 403.1519 sales@0uralum.com
roe O�pi�r
RAFTER. SEE TABLE
DRAWN BY K N
FORSIZE
AND SPACING
PATIO COVER SYSTEM AS MFG. BY
SHEET
MAX PROJ
SEE SCHEDULE
MA% OH
-_ SEE SCHEDULE
\
<L E S.CJ1Hr�OUI E.
l
�y OPEN LATTICE TYPES
3I
FOE,
LITE5cE OF -I I" \
v \ 'SV9g1 N•
I1Of� FACH .OMPONEN, IS IN7LP I`• MA RE USED K^�F RL
!'HANGEABLF WITH ANY �1TH-+-J I \ '" PFRMI+TED
s< �x
,OMPONTF.NT IINI-E �S '.JT*,j[.RA1f.F" 3,1 IV 4r;,Aej+ I _..c sCHEOULE
TDrIT 111G LV1!E"RE RE CUIFEU
SEE SCHEO FOR FOOTING CUBE WE
OPEN LATTICE -TYPE PATIO COVER ;I ,r THIS OPEN LATTICE -TYPE STRUCTURE.
i SCALE NTE MAYNOT BE ENCLOSED
TYPE ILEI+ ATTACHED SINGLE SPAN LATTICE STRUCTURE
I
MAX FROJ N T THIS OPEN LAT TICE-TYPE 51RUCfVRE
SEE SCHEDULE
—3�
FqF IER SFETABLE. MAYNOT BE ENCLOSED
SIZE
AOS SIZE
nND ;.PACING
M -
HEIGHT
OST CROSS SECT ,�N f
i - SEF POST DETAIL
•.T. .nr .r .1MP!JNEh; ,...•.rt
HANGEABLE K' SLAB
VVITH 4N e 01 HE R :;. sir MAV BE USED
TOCONSTRAIN
,C�tdpGNTFN UNLESSGTHERVVISE SH•)WT' �'V+i� L F001•Nr, SEE
SI:HFWI.E
OPEN LATTICE -TYPE PATIO COVER
FOOIINGKMERE REOUIHEC
SCALL •:T: SEESCHED FORrOOIINGCV8ESIZE
TYPE IIGII FREESTANDING SINGLE SPAN LATTICE STRUCTURE
MAY. PROJ
SEE SCHEDULE
UOIE :II!S OPEN LATTICE TYPE STRUCTURE
+I%,NO=BEENLLOSEC
RAF TER. SEE TABLE
FOR SUE
AND SPACING
�n05' HE:GH'
\
IJ'?FL TACH COMPONENT IS INTEP
C, iANGEABLL WITH ANY OTHER
COMPONTENT UNLESS OTHERVIASE SHOWN
FE SSIn 4,
ESG `+ TYPE I+FII ATTACHED M
2,5,3
A
eao zoez
* Nn% PROD
C'v" SEE SCHEDULE
h, IFfL•P /
�I RAFTER SEf TABLE /
:OR SIZE
' AIJD SPACING
HEIGHT
I . - IRI "k,
FOS'
�Vl�E
V Vr
am!E
R
E
'EDVL .••
F OOTINGVMERE REQUIRED.
SEE SCHED FOR FOOTING CUBE `IZE
ATTICE STRUCTURI
NOTE THIS OPEN LATTICE -TYPE SIPUCTURE
MAY NOT BE ENCLOSED
JC � POCT �P,OZ S.SF^l^
SSS, SEt nOST CEial'
c0 C. CrI l5l a •.
[ 4IH COMPONENS WTEH �sr.
.H4NG[ABI-E WITH AM'OTHER 6
E6?�9'
CGMPONTENT UNLESS OEHERWISE SHOWN Z r
S FOOTINGYYHERE REOUIRED
SEE SCHEO FOR FOOTING CUBE S17E
TYPE "HIT FREESTANDING MULTISPAN LA TICE STRUCTURE
F
ICC ES EVALUATION
DRAWN BY K N
FOX ENGINEERING INC
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY
SHEET
REPORT NUMBER
DATE 1172312002
JAMES G FO%, CIVIL ENGINEER
to. 20 a 30 pM
I
DURALUM PRODUCTS. INC
3 OF 30
ER -2640P
SCALE NONE
1t 8060 TELEGRAPH RO . DOWNEY. CA 402+n
HORIZ WAND c
8269 ALPINE AVE.. SACRAMENTO, CA 9582E
REVISED BY KK 8 D.P
(562) 808.1337 FAX 927-2509 Io%engLnoIW,I,,,m
70. 90 8 110 MPH
(916) 452.7021 FAX 403-1519 sales8(_duralum com
111111110
RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 121 HEIGHTS
6.ALUM. ALLOY 3004-1-1366.b' 7 0]n L�
2 5' OR EQUAL I MqX —i Y �r 1 6 0 �oF E55r0,y,
ALUM, ALLOY 3001 H76 'g "µ Es e
A + i
ALOR EQUAL — .042' Z
ALUM ALLOY 300b H36 .021' I .024' NO. 215/3 m
OR EQUAL—� n
072' 0]2' EXP a70�200]
L
c "',
r—T OF Cx\N�
2 x 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER
L.L.= RAFTER'T" 16" O.C. 24" O.C. T 16" O.C. 24" O.C. T 16" O.C. 24•' O.0
(PSF) (IN) SPAN O.H. SPAN O.H. (IN) SPAN O.H. SPAN O.H. (IN) SPAN O.H SPAN O.H.
.024 15'-0" 4'-0" 14'-0" 4'-0" .024 21'-0" 4'-0" IT -4" 4'-0" .042 21•-0^ 4'-0" 21•-0^ 4'-0"
10
.032 19.-0" 4.-0" 18.-0.. 4'-0" .032 21 0" 4'-0" 20'-2" 4'-0"
20 -0
024 10'-8" 3'$" 9'-0" 3'-0" .024 14.-0" I 4'-0" ; 12'-3" 4'" .042 191-6, 4'-0" 17'-1" 4•-0"
.032 14'-0" 4.-0" 12'-1" 4'-0" 032 19.•0" 4'-0" 16'-6" 4'-0"
i
024 8.-10" 3'-O" 7'-8" 2'-6" .024 13'-2" 4'-0.' 10'-6" 3'-8" 042 17'-0'* 4'-0" 14.-3" 4'-0"
30
.032 11'-10" 3'-10" 10'-10" 3'-S" .032 16'-0" 4'-0" 12'-3" 4'-0"
((/I r TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.)
PRODECO O.H. 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21
O1- I 1SPAN 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 10
�t V V 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11
!.` � 5 6 7 7 8 8 9 9 10 10 11 11 12 12 12
h 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13
TRIBUTARY TRIBUTARY= 4' -- — — 9 9 10 10 11 11 12 12 13 13 14 14 14
VNDTIi / 12 SPAN • O.H — — — —
((9 5' 11 11 12 12 13 13 14 14 15 15 15
6' — — — — — — — 13 13 14 14 15 15 16 16 16
7' — — — — — — — — — 15 15 16 16 17 17 17
NOT=. TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN 8' — — — — — — — — — — 17 17 18 18 18
9' - - - - - - - - - - - - - - 19 19
1
I{,CUE'S EVALUATION ORAVMBVKK 1FOXENGINEERING INC LIVE LOAD v PATIO COVER SYSTEM AS MFG. BY SHEET
REPORT NUMBER DATE 11/2312002 JAMES G FOX, CIVIL ENGINEER 10. 20 6 3o psi OURALUM PRODUCTS, INC. 6 OF 30
ER•2640_P SCALE: NONE � RAFTER SPANS WI6269 ALPINE AVE. SACRAMENTO, CA 95626
�TT 6080 TELEGRAPH RD .00NMEV CA 90210 MORIZ ND =
REVISED BY KK 60P 70, 906110 MPH 46 N0 GFO1�"
(562) 606.1]]7 FAX 9272509 to,enq Itolmail wm (916)452-7021 FAX 1071519 sales@
0uralum.com
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 f 1.50" ^f -
o WALL
FASTENERS
75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL. 2x OR 3x
RAFTER BRACKET.
.563' # 1 1.281"
ALUM.ALLOY
6063-T6
.060" O
B
EXTRUDED HANGER CHANNEL
ALUM. PANEL OR I
3x ALUM. RAFTER
� \
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROD. EXISTING EAVE
SEE TABLE BELOW OVERHANG
EXISTING EAVE CONNECTION 2
WALL F:,STENERS
SEF..TABLE
25"R
110 SMS i@ PANEL
I OCK'_:OR 18 Sf.1S
ATEA CONTACT
ALLOWABLE DECK / RAFTER SPAN
NOTE: PROVIDE WATER
WIND
.200 ��'
AT WOOD STUD
LL=10
CONTINUOUS A- RAIL
ROOF PANEL
DESIGN W/ SIMPSON A35
¢ "ERE OCCURS)
TO FIRST POST
CONCRETE
3 ALUM.ALLOY
I
LL=10 LL=20
6063.76
*10 SMS @[:A CONTACT
K
WALL CONNECTION
70
ALUM.ALLOY
6063.76
3".HANGER C
2.740" `
T=.060"
WALL FASTENERS
SEE TABLE
APPROVED 3"
INSUL. ROOF PANEL
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD. MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
NOTE: PROVIDE WATER
WIND
AT 2x FASCIA
AT WOOD STUD
LL=10
AT MASONRY OR
LL=30
DESIGN W/ SIMPSON A35
16" O.C.
TO FIRST POST
CONCRETE
T -T'
I
LL=10 LL=20
LL=30 LL=10 LL=20
LL=30
LL=10 LL=20
LL=30
70
A C
C E H
H
J J
K
90
B C
C E H
H
J J
K
110
D C
C G H
H
J J
K
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
Er
ZZ
A=1/4"0x11/2"@12"O.C.
E=3/8"0x21/2"(816"O.C.
J=1/4"0x11/8"@16"A.B.
Lu<LU
B=3/8"0x11/2"(816"O.C.
F=7116"0x21/2"916"O.C.
K=1/4"0x11/8"@12"A.B.
ala
C=3/8"0x11/2"(812"O.C.
G=7/16"0x21/2"C812"O.C.
AZA
D=7/16"0x11/2"@12"O.C.
H=3!8"0x21/2"@12"O.C.
EXIST. RAFTER
O STEEL
114.0 HOLES TYP,
ALLOWABLE DECK / RAFTER SPAN
NOTE: PROVIDE WATER
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2" x 4"
FULL OR
16" O.C.
TO FIRST POST
\
T -T'
HOR12 W ND =
2'-0" 8'-5" 4'A"
2'-4"
21. x 4"1'-6"
FULL OR
2d" O.C.
MA%.
8' 2"
4' 3"
2' S"
2'.9' 3'.9"
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'-S"
9'-1"
5'-6"
2"x8" FULL
24" O.C.
2'-0"
21'-l"
22.-1"
13.5
NOTE: 10, 20 & 30 L.L.=
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O C.)
USE.
(2)-3/8"0x5" LAGS 3" APART VERT. AT tG" O.0
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REO'JIRED Tr) BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS). SECTIONS 9.1 2 &
11 12.
'ApF£ d510�r
�p Y'y,ES G. 2
x
NO. 21"
Exr 9.30.2 1
4
s, crvlL P
V 'I'OFCAUF
._ 1.
1 i/2" 10# L.L.=(2X18 SMS EA. SIDE
, , 20#130#L.L.=\'2)#10 SMS EA. SIDE '� 3/16"
I t_.j7.,314" OR 1 1/2"
1 2x6 1/2"
1 5" MIN. OR 8"
i RAFT. ER
I
/4" OR 1 112"
2-420x3" WD SCREWS L.L.=20
& 30 PSF
-414X2 3/4" WD SCREWS ALL
OTHER DESIGN LOADS
RAFTER TO
WALL CONNECTION
Li
fV
O
O
#10 SMS T&B
AT 12" O C.
B
-
O STEEL
114.0 HOLES TYP,
�p
O
NOTE: PROVIDE WATER
6 O
PROTECTION. METAL FLASHING
0
r CAUCK JOINTS AND SLOPE
TO ORAIN
TYPICAL
BRACKFT
1 1/4" @ �- D.c
MA% DIST
MAY BE MOUNTED
TO FIRST POST
\
r..OVFRS'.4PPORT
HOR12 W ND =
BEAM OR WALL
EAVE LENGTH
12.0'
L..
MA%.
70, 40 d 110 MPH
•6 OR J.a LEDGER
RAFTER
p)-11 x312"N.S
)-*10x1 31
l 4-
PATIDCOVE
3
NOTE. PLACE--S�LEX-OR SIMILAR
ENGINEERING INC.
- LIVE LOAD=
MATERIAL BETWEEN BRACKET AND COMP.
SHEET
REPORT NUMBER
SHINGLE ROOFING TO PROVIDE SEAL
NOTE:BRACKET
10.20 8 30 Psl
DURALUM PRODUCTS, INC.EP.-2640F
MAY BE MOUNTED
BRACKET CONNECTION
4/
BELOWRAFTER W/
HOR12 W ND =
8269 AI PINE AVE . SACRAMENTO. CA 95826
SAME CONNECTION'S
I C.C. E.S EVALUATION
DRAWN BY K K
ENGINEERING INC.
- LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY.
SHEET
REPORT NUMBER
DATE: 11 Pt3R002
0.FA0MX ES G. FOX, CIVIL ENGINEER HANGER CHANNEL
10.20 8 30 Psl
DURALUM PRODUCTS, INC.EP.-2640F
% OF 30
SCALE NONE8000
TELEGRAPH RD , OOWNEY, CA 902411 AND BRACKET
HOR12 W ND =
8269 AI PINE AVE . SACRAMENTO. CA 95826
1'c cro:.�••
REVISED 9Y. K Y. S 0 P
R Al TACNMENTS
562 806.1337 FAX: -27.2509 f0.en hclm:ul com
70, 40 d 110 MPH
(910) 452.7021 FAX A03-1514 sales�Eurelum com
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
USE 2 EA 6" APART MAX. 3"—}-2"— -1
11
3.00" SQ. 3.00" SQ.
1.50"�� 1.50" 3.00"SQ. IT .032"#10 sMs R-3
3°s .X1=.188"
o2a' ��,F/A SI c. r1'•.00t�
EP. SIDE "SO.xt- 250 II
.28„ F``'. 075'=4"SO.x1=.t88'
032' 6.5•. f U II
.032•• 14"R K=s•'sa.X1=.1e8'•
ALUM. TYP
e12
048"STEEL
^ O 3.0':4.0" OR 5.0"
a .28"
AO CE / 5/6" PLASTIC PLUG
TWIN POST
1.5" SQ. ALUM. POST
3"
SQ. ALUM. POST-.-�--
3' LUM. .., TPOSTT'RQ
,.
WITH 'S_ID.E PLATES
ALUM. ALLOY 3004-H36
D
ALUM
MAG POST
3" SQ. ALUM. POST
SQUARE
STEEL POST
ASTM A653 SS GRADE 40
ALUM. ALLOY 3004-1136
3" SQ. STEEL POST ASTM A653 55 GRADE 40
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36
ALUM. ALLOY 6063-T6
- 1.50"
USE @
1 1/2" BRACKET
IISTIONG
"T" BRACKET
ALUM. ALLOY 3.00" OR
6063-T5 2.40"
dal 3 --SQ. POST W'/
Y0.•
(2)-010 SMS EA.
SQ. POST
SIDE OFPOST OR
58 806-1337 FAX:927.2509 taxe notm]d wm
1/4" THROUGH
WIG 0 ROD 3/16"
t0400 STL
_.
OR (2) EA. ' --}
1 ?/2" POST:
- 11.375
7/16"OHOLE .5B'
"RUST-O-LEUM"OREQUAL
2 FLANGES
AT 1 112" I
3"SQ.POST BRACKET,
(l)-1!4" 0 M.B.
4" DIA 9 GA.
21/8"APART
ORM 1.50"
0 .75'
11125"
SINGLE PASS%WLOED
MAY BE USED HATH
ROL FL
1 10"SO TWN POST
ASTIvt A653 SS GRADE 40 STEEL
ONLY
062" @
S TEi:I. I :)TINGS AND AUGER ANCHOR TO BE
1
USED TOH 10 L L ATTACHED STRUC7LIRE ONLY
EXTRUDED
�
.75"
.75"
BASEFLARES
.157"
TO T WIDE EA.
INSTALL WASH. PLATE
1.60",
Ty P.
- -
SIDE OF FLANGES
1-1/2" SO. x 3/16" WMEN USING
1.50
USE FOR 3'.
1.75-4+,,
IN 110 MPH VVIND AREA
INSTALL WASH. PLATEQ70" TYP.
T Y
5.50"
(1.1-7/16"121 HOLE
MATERIAL:
15/p' x 5116" x 5 h" WHEN USING IN
aTYP8'EA.
3004-1136 ALUM. @ ROLLFORM
110 MPH WIND AREA
q 2- 5/16"0 HOLES
SIDE
6063-T6 ALUM. @ EXTRUDED
.070" BRACKET FOR 3" POSTS
"U" BRACKET
ALUM "T" BRACKET I
STEEL "T" BRACKET
5
Ll
vµor� sSloro
9
T
NO .15x'1
A
t
6--
1 1/2' SO. POSTS SHOWN
21/8'• 2118'.
BRACKET
.
1 1
1 t12" 50. POST
3.re" 7/8•
W/4-010 SMS OR
F 3AMESG FOX. CIVIL ENGINE ER COLUMNI
1- 1/4"0 M.B. EA
1
POST.
1 2
"T" BRACKET
g 8060 TELEGRAPH RD- DOWMEY, CA 90240 POST TYPES
dal 3 --SQ. POST W'/
8269 ALPINE AVE..SACRAMENTO,CA05826 ' .
(2)-010 SMS EA.
7 GA. PL 1 18"
SIDE OFPOST OR
58 806-1337 FAX:927.2509 taxe notm]d wm
1/4" THROUGH
WIG 0 ROD 3/16"
t0400 STL
POST
1 ?/2" POST:
AUGER PARTS PAINTED I 2
_0
0 M
(t) -1/4' .B
"RUST-O-LEUM"OREQUAL
PER POST (2 -TOT.)
OR HOT 1hPPEO GALVANIZED
"R ELEC TROPLATE.D
3"SQ.POST BRACKET,
(l)-1!4" 0 M.B.
4" DIA 9 GA.
PER SIDE ( 2 -TOT)
ASTM A-36 HELIX
3/t6"
NOTF.
SINGLE PASS%WLOED
MAY BE USED HATH
AUGER ANCHOR
1 10"SO TWN POST
OR 3"SO ALUM POST
ONLY
S TEi:I. I :)TINGS AND AUGER ANCHOR TO BE
USED TOH 10 L L ATTACHED STRUC7LIRE ONLY
MAX I
I
1 1/2' SO. POSTS SHOWN
FOX ENGINEERING INC
1/2' MIN. FROM
CENTER OF BOLT
PATIO COVER SYSTEM AS MFG. BY:
TO END OFF POST
2 112"x 2 112'
x 7 GA. STL.
PLT. ASTM A36
9'x16'.7 GA.
t ' STEEL PLATE
ASTM A36
AUGER PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLA IED
SINGLE PASS WELDED
STEEL FOOTING
ICC. E-S-�EVAOUATION
OR W?J 8Y. K K.
FOX ENGINEERING INC
LIL£ LOAD a
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DAZE ,03/2002
F 3AMESG FOX. CIVIL ENGINE ER COLUMNI
10, 20830 PSI
]SHEET
OURALUM PRODUCTS, INC.
-
1(916)452-7021
8 OF 30
ER-2640P�
SCAIE.NONE
g 8060 TELEGRAPH RD- DOWMEY, CA 90240 POST TYPES
HORIZ.WWND=
8269 ALPINE AVE..SACRAMENTO,CA05826 ' .
AM rmon.
REVISED BY: K K. 8 D P
58 806-1337 FAX:927.2509 taxe notm]d wm
70.90 8 110 MPH
FAX 403.1519 saks®Cur9lum wm
COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM.TBRACKET USE WITH STEEL POST ONLY.
1 POST TYPE B.C.D. OR E.
12" MIN. FROM STEEL.TBRACKET USE WITH I USE POST TYPE ;3)•5/8"OBOLTS
CENTER OF BOLT POST TYPE B,C.D.EF,G.H.J OR K I F. G. H. J OR K FOR POST TYPE J
TO END OF POST
7'SG PGST ALUM.T"BRACKET, 1 1
USE (2)-114"0 x 3 3W HILTI
KWIK BOLTS OR EOUAI. 112 DEPTH OF i (2 -112"OBOLTS
(2)-114"0 HIIlTI "KWK FOOTING OR I FOR ALL OTHER
STEEL'TBRACKET I 1 CONDITIONS
BOLTS. OR EQUAL, EACH SEE NOTES BELOW USE (2)-318 0
EQUAL HILTI KWIK I C 12" MIN EMBD. ; I
BRACKET TO SLAB ('PER \
f
SO. 18' DEEP
• CUBE FTG.
ICC E.R.4627. EMBEDED
18" SO.
12"
—2 0"
21"SO.
2 1/2' MIN, 8 APPROVED
22'
i
16"
24"
FOR 325# PULL OUT%
20"
26"
32" SO.
23"
3 1/2"
MIN
I
DE
25"
30"
4,SLAB SHALL BE IN
28"
32'
GOOD CONDITION
FOR SIZE
!
SEE FOOTING
32"
SCHEDULE
f EXISTING SLAB? n
34„
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO. 18' DEEP
• CUBE FTG.
18"
18" SO.
12"
—2 0"
21"SO.
12"
22'
25" SO.
16"
24"
28" SO.
20"
26"
32" SO.
23"
28"
35" SO.
25"
30"
39" SO.
28"
32'
43" SQ.
30"
34"
47" SQ.
32"
36"
51"SO.
34„
38"
55" SO.
37"
40"
60" SQ.
39"
42"
64" SQ.
41"
44"
69" SO.
43'
'CUBE FOOTING W/ J 112- SLAB
6
POURED CONCRETE
FOOTING SEE NOTE
3" SO. POSTS TO CONC. FOOTING
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
BOLTS
LIJ
23' 6 24" CUBE
(2)-1!70PULL-OUT=
w 7
O
6150MAY.. EACH
25' - 30' CUBE
(4)-112'0 PULL-OUT=
ujx
6258 MAX. EACH
31" - 34' CUBE
(4).518'0 PULL-OUT=
%_`i,�" AT STEEL "T"
66_4 MAX. EACH
35' - 39' CUBE
(4).314-0 PULL-OUT=
vl
13750 MAX. EACH
BRACKET W/7" AND 10"
(4)-1'0 PULL-OUT=
40' - 42* CUBE
18350 MAX. EACH
NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -11
OP. EQUAL. NO SPECIAL INSPECTION REQUIRED PER
I C.C. EVALUATION SERVICE INC.. ER 04627
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
TOC-
NOTES:
FOX ENGINEERING INC.
LIJ
LIVE LOAD=
BRACKET NATH'_XB BM
WANSERT. MAG BEAM, 4". 7"
w 7
O
REPORT NLIMBER
OR 10" I -BEAMS
2 r1.,5F TYPE E
3 1/2'
ujx
INS!'ALL WASHER PLATE, 2" X
DURALUM PRODUCTS. INC
3 1/2'i�
%_`i,�" AT STEEL "T"
SCALE NONE
'
t-
a
vl
2Lanle
BRACKET W/7" AND 10"
1-�
.�-�
6REAM$
'(410, 1.113 1"
6
SQUARE
? SO. BASE PCT
1 ROM END
SEE FIGS
•'F POST
SCHED
SOUARE POET EMBED
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
TOC-
NOTES:
FOX ENGINEERING INC.
I DO NOT USE ALUM "T"
LIVE LOAD=
BRACKET NATH'_XB BM
WANSERT. MAG BEAM, 4". 7"
EMBED.
REPORT NLIMBER
OR 10" I -BEAMS
2 r1.,5F TYPE E
3 1/2'
COLUMN/
INS!'ALL WASHER PLATE, 2" X
DURALUM PRODUCTS. INC
3 1/2'i�
%_`i,�" AT STEEL "T"
SCALE NONE
A, ACKEi
3. POST TYPE F
00 NOT USE STEEL "T"
4
4 5-
8'
BRACKET W/7" AND 10"
1-�
.�-�
6REAM$
1
6
4 POST TYPE G
? SO. BASE PCT
i?J NOSE STEEL'jL
BRACKETS W/ 10" 1 -BEAMS.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
TOC-
3" SO POST ISTL.)
TO
OR FLUTEDOR 4" SO POST (STLA
INSERT
PL.1/2"THK. —''
1 1 112" 1 1/2"
112' 9" 11/2"
2" t t 14" 1 t 2
WELDED STEEL BASE PLATE Q
BASE PLATE SCHEDULE
PLT. SIZE MAYBE USED WITH POST TYPE. SEE SHT.
10'SO.x 112' B. C. F. G
12'SO.xti2' B. C. D. F. G. 8 H
I 18'SQ.x 172' B. C. D. F. G. 8 H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE
10'x10'z 117' (4)- 3/4'0 x 8' EMBEDMENT
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. #4627,
PULL-OUT VALUE=1875# EA. !
112'x12'x 112'
PpOFE5S104,
�p0 'MES G F q 2
Y1
NO, 21543 F7,
Exp 9.30-2x7 �' 18'x 18'x 1/2'
t c Y
(4)- 1'0 x 9' EMBEDMENT
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. 04627.
PULL-OUT VALUE=19954 EA.
(4)- 1"0 x 6' EMBEDMENT
HILTI SS KWIK BOLT -11
PER LC C. E.S. #4627.
PULL-OUT VALUE= 37400 EA
I C. E.S EVALUATION
DRAWN BY K K
FOX ENGINEERING INC.
LIVE LOAD=
_ IS..
SHEET
REPORT NLIMBER
1
16" INSERT
COLUMN/
10. 20 8 30 Ps1
DURALUM PRODUCTS. INC
9 OF 30
x 188"
SCALE NONE
6060 TELEGRAPH RO , DGVdNEY CA 502zP
POST T>'PES
4 5-
ASTM A36
nG crm.ml•
1-�
.�-�
REVISED BY K K 8 D P
(562) 806.1337 FAX 927-2509 loxengtlholmxd ; nm
STEEL
70, F3 8 110 MPH.nB
? SO. BASE PCT
12"SQ.BASE PLT.
18"SO BASE PLT
3" SO POST ISTL.)
TO
OR FLUTEDOR 4" SO POST (STLA
INSERT
PL.1/2"THK. —''
1 1 112" 1 1/2"
112' 9" 11/2"
2" t t 14" 1 t 2
WELDED STEEL BASE PLATE Q
BASE PLATE SCHEDULE
PLT. SIZE MAYBE USED WITH POST TYPE. SEE SHT.
10'SO.x 112' B. C. F. G
12'SO.xti2' B. C. D. F. G. 8 H
I 18'SQ.x 172' B. C. D. F. G. 8 H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE
10'x10'z 117' (4)- 3/4'0 x 8' EMBEDMENT
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. #4627,
PULL-OUT VALUE=1875# EA. !
112'x12'x 112'
PpOFE5S104,
�p0 'MES G F q 2
Y1
NO, 21543 F7,
Exp 9.30-2x7 �' 18'x 18'x 1/2'
t c Y
(4)- 1'0 x 9' EMBEDMENT
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. 04627.
PULL-OUT VALUE=19954 EA.
(4)- 1"0 x 6' EMBEDMENT
HILTI SS KWIK BOLT -11
PER LC C. E.S. #4627.
PULL-OUT VALUE= 37400 EA
I C. E.S EVALUATION
DRAWN BY K K
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG BY'
SHEET
REPORT NLIMBER
DATE: 1112312002
JAMES G. FOX, CIVIL ENGINEER
COLUMN/
10. 20 8 30 Ps1
DURALUM PRODUCTS. INC
9 OF 30
ER -26404-
SCALE NONE
6060 TELEGRAPH RO , DGVdNEY CA 502zP
POST T>'PES
HOR12 WIND =
7268 ALPINE AVE .SACRAMENTO. CA 95626
nG crm.ml•
1-�
.�-�
REVISED BY K K 8 D P
(562) 806.1337 FAX 927-2509 loxengtlholmxd ; nm
70, F3 8 110 MPH.nB
1(916)452-7021 FAX 40]-1519 sales�auranlm com
7
a
4
10•
m
12
1T
14
t 5'
16'
17'
1e
t 9'
20•
21'
9'-8"
8'-6"
7'-7"
6-9"
6-2"
5-8"
5-2"
4'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3,-4„
3'-2"
10# L. L. 70 & 90 MPH ATTACHED OPEN LATTICE PATIOS
3" STEEL BEAM
0BL.2"x6.5"x.024"BM
MAX COL
DBL.3" x 8" BEAM
3" x 8" BM W/INSERT
SPACING
U SIZE
< =
ON SLAB
POST
PACING
ON
FTG
SIZE G
POST
SPACING
ON
FTG.
SIZE O
m
SEE
70890
MPH
70890
MPH
FOOT.
70490
MPH
70
MPH
NOTE'
19
11'-7"
18
7
a
4
10•
m
12
1T
14
t 5'
16'
17'
1e
t 9'
20•
21'
9'-8"
8'-6"
7'-7"
6-9"
6-2"
5-8"
5-2"
4'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3,-4„
3'-2"
10# L. L. 70 & 90 MPH ATTACHED OPEN LATTICE PATIOS
3" STEEL BEAM
0BL.2"x6.5"x.024"BM
ODOR 3'x8=
10# L. L. 110 MPH ATTACHED OPEN
LATTICE
PATIOS 10' HT. OR
LESS
PATIO COVER SYSTEM AS MFG BY
MAx.COL.
3" STEEL BEAM
DBL.2"x6.5"x.024"BM
JAMES G. FOX, CIVIL ENGINEER
DBLOR 3"x8 `BEAM M
DBL. 3"
x 8" BEAM
3" x 8" BM
W/INSERT
1i 8060 TELEGRAPH RD . OOWNEY CA 3021 :
110 FREESTANDING
AND%.TT TAN.,
MINIMUM NO.
OF POST
FOOTNOTE'
<j'E
So
SPACING
ON SLAB
(562)806-1337 FAX 92? -2509 Ic ?nn nn:ni;�l c::re;
2
D
POST
CUBE FT•G
SIZE
POST
CUBE FT'G
POST
CUBE FTG
POST
r UBC F=T'G.
POST
HT r8' MAX.
HT.=10' MAX
m
SPACING
ON
SPACING
SIZE
SPACING
SIZE
SPACING
S!7.E
SPACING
CUBE FTG
SIZE
SD
POST TYPE
POST TYPE
1
2
1
2
FOOT-
ON
FTG.
ON
FTG.
Or!
FTG
ON
FTG.
NOTE'
6
11'4"
11'-11"
20
9'-7"
19
10'-4"
19
12'-8"
2.5
19'-8"
33
5
3
6
1 3
7
9'-8"
10'-11"
21
9,-0^
19
10'-0"
20
12'-4"
26
19'-4"
34
r
5
3
7
4
B
8'-6"
9'-11"
21
8'-7"
20
9.-8n
21
12'-0"
27
18'-10"
36
B
6
3
7
4
9
T-7"
9'-6"
22
8'-3"
20
9'-4"
21
11'-8"
28
18'-5"
37
9
6
4
8
4
10•
6'-9"
9'-0"
22
T-10"
21
9'-1"
22
11'-5"
29
18'-1"
38
10
7
4
9
5
6-2"
8'-8"
22
7'-6"
21
8'-10"
2211'-3"
29
17'-8"
39
>>'
8
4
9
5
12•
5-8"
8'-4"
23
T-2"
21
8'-7"
23
11'-0"
30
17'-4"
40
12•
8
5
10
6
13'
6-2"
8'-1"
23
T-0"
22
8'4"
23
101-9„
31
17'-0"
40
13
9
5
11
6
14
4'-10"
T-10"
23
0"'-9"
i2
81_1"
23
10'-6"
31
16'-9"
41
14•
9
5
11
6
1s
4'-6"
T-7"
23
6-6"
22
7'-11"
24
10'-3"
32
16-5"
42
15'
10
5
12
7
4'-3"
T-4"
24
6-4"
23
T-8"
24
10'-0"
32
16-2"
43
16'
10
6
13
7
17'
4'-0"
T-2"
24
6-2"
23
7'-5"
24
33
15-11"
43
17•
11
6
14
8
IS'
3'-9"
T-0"
24
6' 1"
23
T-2"
24g'�"
33
15'-8"
44
44
16•
2
2
2
2
19
S-7"
6'-10"
25
5-1 V
_ 23
6'-11"
25
9'-Y
I 34
15'-5"
19' 2 2 2 2
20 2 2 2 2
21 2 2 2 1
•YFOOTNOTE:'
2(7
3'-4"
6'-8"
25
5-9"
23
6-8"
25
g -o-
34
15-3"
45
z,
3'-2"
6'-6"
25
5. 7"
23
6'-5"
25
8' 9"
3n
15'-0"
45
NOTE.qHEADER
AND ORFOOTING
NO. OF PGST
SHOWN IN CUBIC INCHES+
iMIN.
"REQUIRED
SPACING
l4ATHOUT
SLAB.7MUSTEXCEED
e
GEE ALTERNATE
FOOTING TABLESALLOWABLE
SLAB SPACING
SHT. 9 FOR
ATTACHED8OR
LESSER MUST BE USED
rPSHT
"
29 FOR
FREESTANDING
FOOTNOTE:
'
COL. TYPES
1 =.024" SIDEPLATES,
USE ON CONC. SLAB ONLY
COL. TYPES
2 = 032" SIDEPLATES,
ON CONC. SLAB OR FOOTINGS.
I.0 C E.S EVALUATION
DRAWN BY K Y.
FOX ENGINEERING INC
PATIO COVER SYSTEM AS MFG BY
SHEET
REPORT NUMBER
DATE 11•'2311002
JAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
10, 0 d 30 st DURALUM PRODUCTS. INC
23 CIF 30
ER 7640P
SCALL• NONE
1i 8060 TELEGRAPH RD . OOWNEY CA 3021 :
110 FREESTANDING
AND%.TT TAN.,
HOR77, N1ND = 8269 ALPINE AVE . SACRAMENTO. CA 95826
.tee iu crmrr.r.
REVISED BY K..K b O P
(562)806-1337 FAX 92? -2509 Ic ?nn nn:ni;�l c::re;
70 b0 6 110 MPH (916) 452.7021 FAx 403.1519 xalrts(,,8ftluralum rpm