09-0675 (PAT)t
P.O' BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 09-00000675
Property Address: 61444 SAPPHIRE LN
APN: 764-280-999-83 -300236-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH 'DENSITY RES
Application valuation: 2594
Applicant:
eX
c&i
Architect or�Engi/neer
-----------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed .under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Clas icense No.: 770843
Date: l% Contractor:
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).:
(_) I, 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.).
( 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERAIIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/01/09
Owner:
ENGLHAND RESIDENCE
61444 SAPPHIRE LANE
LA QUINTA, CA 92253
(760)771-4549
Contractor: O
LIFETIME PA S
P.O. BOX 58 b IO
LA QUINTA, C 92.2 8 /1
(760) 772- 013
Lic . No.:
WORKER'S COMPENSATION O R ION
I hereby affirm under penalty of perjury one of the following declarations:
_ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor '
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier ENDURANCE REISN Policy Number WEN0015766-01
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
sj�3377,00 of the Labor Code, II shall forthwith comply with those provisions.
Date:-'% ` Applicant:.,
WARNING: FAILURE TO SECURE WORKERS' CO PENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN ,
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to 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.
Date: Signature (Applicant or Agent):
Application Number . . . 09-00000675
Permit . . . PATIO COVER
PERMIT
Additional desc .
Permit Fee 54.00
Plan Check
Fee
35.10
Issue Date . . . .
Valuation
. . .
2594
Expiration Date 12/28/09
Qty ` Unit Charge Per
Extension
BASE
FEE
45.00
1.00 9.0000 THOU BLDG
2,001-25,000
9.00
----------------------------------------------
Special Notes and Comments
------------------------------
WETHERWOOD SHADE STRUCTURE 13LNFT
X 14'
..... 61LN FT PER APPROVED PLANS & 2006
IBC;
2006 IRC ; 2007 CBC.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged
----------------- ---------- -----
Paid Credited
----- ---------- ----------
Due
Permit Fee Total 54.00
.00
.00
54.00
Plan Check Total 35.10
.00
.00
35.10
Other Fee Total 1.00
.00
.00
1.00
Grand Total 90.10
.00
.00
90.10
LQPERNIIT
r
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
May 7, 2009 - +
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed at the site
address noted below, with solid'-r-oof panels or lattice purlins, as cited in the attached
standard plans identified as Job No. GF07-06.74 and containing -my. -professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 and 2005
Aluminum Design Manual, ADM -01 and ADM -05.
The standard plans accompanying this le_ tter must:properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact me at (951) 74172107 or at ticampbell(c).charter.net
require additional information.
Sincerely,
Tom Camp ell, PE
Site Information
Owner's Name Ako,b
Address
C ity/Town 1,4- r4
State /� Z1.� ' --
C _,
f
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE,,
_ '
_SC
LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY:
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY,, -DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC'APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY BE SECURED TOIAN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER, MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 1
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. '
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR! HILLS. RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1. .
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1). '
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS: I
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 1'
25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEETiMETAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL. I
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -AFIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
I
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
"A'i 0 0 711119
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES 8 AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K. I
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
I
SCALE: NONE I
RANCHO CUCAMONGA. CA (951) 741.2107
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95828
SHEET 1 OF 30
REVISED BY: K K. & D P
Aft innp 110 MPH
lAiAl 41.11-7f1111 FAY dfY1-1510 ealac(fil.L nab,m mm
i
•
LATTICE
TYPES
FX�St'"GB�,�GIti
RAFTER, SEE TABLE$
OPEN
FOR SIZE'
G
'- AND SPACING
MAX. PROD.
FX/ NOTE: THISOPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
St,,(,G COVERED.
'
_
eu/(O/yG
MAY NOT BE ENCLOSED OR
' MA%. PROJ.
` SEE SCHEDULE
RAFTER, SEE TABLE
' MAX. O.H. '
25% OF SPAN
-
FOR SIZE
AND SPACING
2
S�Q,cM,9k ..
_
p�STSpFRk9
25,6 ,4
1
• gC,,1,CG
O MAX. O.H.
5% OF SPA•
rsp yG
y
•
g0j1'c
I
i
�
POST�HEIGH I
SEE SCHEDULE
(G�
9�G.
-
�
'�
POST HEIGHT
-
®
SEE CH DULL
•
16
I
1 •p
p
OV M
'G'
16
LENGTH OF STRUCTURE VARIES
`
pPFq
y
-
OST WITH SIDE-
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
III II
'
.SFF tSp
rgS(gO/A'C
POST WITH SIDE-
F
A
SF�gSS(,yOryG
S SEE TAIL
3 12' SLAB ATTACHMENT
MAY BL USEDWHERE
.
- NOTE, EACH COMPONENT IS INTER-
SFtSpgC
• FI
1@' SLAB ATTACHMENT
;�3
CHANGEABLE WITH ANY,OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
I SEE SCRM'HEDULE j
<F yc l J` 4!
•
'•
OTE: EACH COMPONENT IS INTER- I
pOsT
SFF S,o
MAY BE USED WHERE
PERMITTED.
��
FOOTING WHERE REQUIRED^!'
SEE SCHED F FOOTING CLI `^
} . ,
GEABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
tge(FC/tG I , SEE SCHEDULE
WHERE
OPS LATTICE TYPE PATIO COVER
NOTE: THIS OPEN.LATTICE-TYPE STR
G 1 • /1
- MAV -NOT BE ENCLOSED ORS 7 t+
+I
,
FOOTING
FOO INGC
SEE SCHED. FOR FOOTING CUBE SIZE
.. �SCALE:,NTS
RUCT �P
r� TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
"E" ATTACHEDtSINGLE-SP-ANC�ATTICE'S
%
I0
T-YPE
�—
(�
'•
T
e�q
nv n (�
0 6, 7009 � �
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
� � MAY NOT BE ENCLOSED OR COVERED..
w
No. 37
48 , .:
,Fi l
MAX.
PROD.
- •
-
SEE SCHEDULE
MAX. PROD.
RAFTER, SEE TABLE SEE SCHE U E
FOR SIZE
G,
NOTE: THIS OPEN LATTICE -TY E-�T- CTypEP.
MAV N•NT BE ENCLOSE U ERED. -, -
` '
' ! TABLE
_
s
AND SPACING
V
S CIVI
J RAFTER, SEE
\� SPACING
f
.J O.H
7 MAX O.H;
OF SPAN
I 5�0� p S
AND
- 0"
r
..
'
OV�S%
�'ti tSpgCygGG
M MAX. O.H.
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OST HEIGHT
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-
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-
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'
LENGTH OF STRUCTURE VARIES .,,
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PORT CROSS•SECTI
LENGTH OF STRUCTURE VARIES
•y -
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SEE POST DETAI
I
POSTCR
LTIO
i
T
_
SEE POS ET
.SFF tgS[FC�'1'G
SFF T S/'q
�.
-
NOTE: EACH COMPONENT IS INTER-
3 12' SLAB
'°OSI MAY BE USED
TO N
sFF
n - gB6FC/NL,
I
pOS
- 31/2 SLAB `
MAY BE USED
TO SEE
CHANGEABLE WITH ANY, OTHER
t qc,N �` . FOOTING. SEIE
<F G
NOTE: EACH COMPONENT IS INTER-
I
S tsp
1
FOOTING,
SCHEDULE '
'COMPONTENT UNLESS OTHERWISE SHOWN.
scHLouLE
CHANGEABLE WITH ANY OTHER
•FFr - qc
gB6F 'NC'
t
- ' OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE' SHOWN-.
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
•r SCALE:
NTS SEE SCHED. FOR FOOTING CUBE SIZE
-
_
"H" FREESTANDING>MU.LTIIS
'' r
PAN L
TTICE STRUCTURE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE
MFG. BY:
"
DRAWN BY: K.K.
TOCAMPBELL & ASSOCIATES, INC.
M
LIVE LOAD -
OPEN LATTICE 10, 208 30 psrDURALUM
PA TIO covER sysTEM As
PRODUCTS, INC.
QME', 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES', HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 -
SCALE: NONE_
- RANCHO CUCAMONGA, CA (9511741-2107
- 90.100 & 110 MPH
/a1R1 dp717m1 FG% Ana -151p caloclnlA Gramm rnm
• REVISED BY, K K. R D P. ..
-
{ r
SOLID PANEL TYPES
ATTACHMENT CHANNEL
LFNGT
— -- - -- - -
TOM CAMPBELL & ASSOCIATES, INC.
ATTACHMENT CHANNEL
LFNGT
�I
ALUMINUM SEE DETAIL
T IYp SHALL STRUCT
HROOF
ALUMINUM SEE DETAILS
OFSTRUC
AND SK
THEPR�LF
PANELEPROJEC
S SCHEDULE
JON TEAS
ROOF PANEL MIN. 0.25"SLOPE PER FT.
SEESCHE ULE
ION ( SI, NES
FOR
O ANES
SEp
RANCHO CUCAMONGA, CA (951) 741-2107
90. 1008110 MPH
SED
O. SPAN
REVISED BY, K K & D P.
O.
"O.H." NOT TO EXCEED 25%
"O.H." NOT TO EXCEED 25%
OF SPAN
OF SPAN
O
SEE DETAIL FOR SPLICE
SEE DETAIL FOR SPLICE
POST
AC'/VG
OPTIONAL: CANTILEVER BEAM
m
v
POST
OPTIONAL: CANTILEVER BEAM
SE
SQ. POSTS, SIZE VARIES
SEES HEp
SE POSTEDULE SPACING
=
=
SQ. POSTS, SIZE VARIES
SEESCJ'IECCUCES
PSOCHESPACINGDULE
R
m
3 1/2" SLAB ATTACHMENT
ALTERNATE:
5* OT TO E
OFSpAN CEEp
2
/n
i
N
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
ALTERNATE:
O/,J OF TO
SPAN
MAY BE USED WHERE
SINGLE POST
PERMITTED.
SINGLE POST
SEE SCHEDULE
PERMITTED.
SEE SCHEDULE
SEE SCHEDULE
Pn
SEE SCHEDULE
MAX. HT.= 12'
.
MAX. HT.= 12'
NOTE. O SPLICE AT THIS
NOTE: NO SPLICE AT THIS
' i
POST AND AT END BAY
J j'
POST AND A END BAYS.
A -FESS/
OOTING WHERE REQUIRED � . .
FOOTING WHERE REQUIRED ✓
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS IIy I/O
I. Cq
E SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
�y
CHANGEABLE WITH ANY OTH V
PCj
(�
MAY O b 2009
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHE
OWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
,..r,r- ..A.. A rrA�ur_r� clnfrrl M CMAKI 1A//(�AnlTn GVGrY
If -)N
r PF "R" ATTAC HFn Mill TISPAN
=CANTILEVER OPTION
LENGTH OF EXP ALUMINUM LENGTH or STRUCT
ROOF PALUMINUMANEL O.H STRUCTURE CIVIL ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H URE VARIES
SEE SCHEDULE (MA FORSPANS S EDULE ( MAY NOT
FOR SPANS O SP Yl10TgEENCLpSED) \` O.H SP BEENCCpSEp�
"O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% SPA
OF SPAN OF SPAN
SEE DETAIL FOR SPLICE _/ SEE DETAIL FOR SPLICE
Pps SP I OPTIONAL: CANT LEVER BEAM POST Sp 0 T NAL: CANTLE'
SQ. POSTS, SIZE VARIES SEESCHEDUCES SE POST SPACINSCHEDULE OR = SQ. POSTS, SIZE VARIES SEE SCH pUL�S O SEEPgST SPACING
SCHEDULE R
O H' NOT 3 1/2" SLAB ?5 %NOT T�
3 1/2" SLAB 7- OF EXC
MAY BE USED ALTERNATE: ?5j OF �p kCEEp MAY BE USED ALTERNATE: SP EED
TO CONSTRAIN SINGLE POST AN TO CONSTRAIN SINGLE POST
FOOTING. SEE SEE SCHEDULE FOOTING, SEE SEE SCHEDULE NOTE O SPLICE ITHIS
SCHEDULE qc�__ NOTE D SPLICE AT THIS SCHEDULE
POST DAT ENO BAYS. POST DAT END BAYS.
FOOTING WHERE REQUIRED --� �'
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
rrlrr[+-'AKIf1InIr1 lA//f`AKITII C\/CCS nDT1(11\1
FOOTING WHERE REQUIRED _ ' �/
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE Iln'I FRFFSTANDING MULTISPAN W/CANTILEVER OPTION
1 I I L V
� I ♦mow �
DRAWN BY: K.K.
— -- - -- - -
TOM CAMPBELL & ASSOCIATES, INC.
SOLID PANEL
—
LIVE LOAD=
10, 20 & 30 psf
PATIO COVER SYSTEM INC.MFG. BY:
DURALUM PRODUCTS, IN
DATE: 5/05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95626
SHEET 2 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90. 1008110 MPH
ra1F%n5')_7m1 Fpxdm_1F1G calae(Alrb,raL,m rnm
REVISED BY, K K & D P.
I -,i tt '( 0 6
ALUM. ALLOY 3004-H36
OR EQUAL
* SEE NOTE
--
2 x 6 1/2" RAFTE
X90, 100 & 110 MPH
L.L.=
"T'
(PSF)
(IN.)
o EXPOSURE B &_C
20
.032
16" `-- 14'-111' —
24"
.024
24" 12'-2"
16"
14_8'
16„ 1 21,_1"
.024
16" 9'-8"
24" 7'-11"
30
-24 16'-5"
OR OPE�Np LATTICE
.042
24" 20'_3,.
,,No. 37948
iExp.
• Lp C '\
.024
16"
24" 8'-10"
20
.032
16" 14,_7„
24"
o EXPOSURE B & C
.04224"
16"
14_8'
16„ 1 21,_1"
.024
16" 9'-8"
24" 7'-11"
30
.032
16" 13'-1"
24" 10'-8"
.042
16" 16'_2,
24" 13'-2"
OR OPE�Np LATTICE
COMMERCIAL & PATIOS
6.5..
MAX.—] 2"
.024"
032„
ALUM. ALLOY 3004-1-136
OR EQUAL
,,No. 37948
iExp.
• Lp C '\
(FT.)
0. H.
m 2 DBL. 2 x 6 1/2" RAFTER
c
11 12
(PSF)
(IN)
90, 100& 110 MPH
o EXPOSURE B & C
ALUM. ALLOY 3004-1,136
,.
.024
16„ 1 21,_1"
24" 17'-2"
7 7
10
9 10 10 11 11 12
SEE NOTE BELOW
.032
16" 28._6"
9 9 10
24" 23'-3"
cn ai
20
.024
16" 15'_3"
24" 12._5"
4'
.032
16" 20'_7"
90 & 100 MPH
24" 16'-10"
B& C
30
.024
16" 13'-9"
24" 11'-2"
.032
16" 18'-6"
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
�I 3.0" '
8.0"
(FT.)
0. H.
6 7 8 9 10
11 12
13 14 15
.042"
0
3 4 4 5 5
ALUM. ALLOY 3004-1,136
,.
8 9 9 10 10 11
OR EQUAL
4 5 5 6 6
7 7
8 8 9
9 10 10 11 11 12
SEE NOTE BELOW
5 6 6 7 7
8 8
9 9 10
10 11 11 12 12 13
cn ai
3 x 8" RAFTER
9 9
10 10 11
C
coo
4'
— — — 9 9
10 10
90 & 100 MPH
110 MPH
B& C
EXP. B
EXP.016'}
12 12 13
13 14 14 15 15 -
W1.042
N oEXP.
28'_5'
28'_5,
27'_8"
24'i
23'-2"
23'-2"
22'-6"
10
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
I
I
PROJECTION
SPAN
0. H.
I
c
h
TRIBUTARY TRIBUTARY=
WIDTH 112 SPAN O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
0. H.
6 7 8 9 10
11 12
13 14 15
16 17 18 19 20 21
0
3 4 4 5 5
6 6
7 7 8
8 9 9 10 10 11
1'
4 5 5 6 6
7 7
8 8 9
9 10 10 11 11 12
2'
5 6 6 7 7
8 8
9 9 10
10 11 11 12 12 13
3'
— 7 7 8 8
9 9
10 10 11
11 12 12 13 13 14
4'
— — — 9 9
10 10
11 11 12
12 13 13 14 14 15
,3•
— — — —
11 11 1
12 12 13
13 14 14 15 15 -
I
I
PROJECTION
SPAN
0. H.
I
c
h
TRIBUTARY TRIBUTARY=
WIDTH 112 SPAN O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I
DRAWN BY: K.K.
I
I
I
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
20
042
16"
20'_6"
20,_6"
20'-6"
24'
16'_9„
16'-9"
16'_9„
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
1
i
I
8269 ALPINE AVE., SACRAMENTO, CA 95826
l'qllliAl?-7n?i
SHEET 7 OF 30
30
.042
16i'
18,_6'.
18'_6"
18'_6"
24"
i
I
I
PROJECTION
SPAN
0. H.
I
c
h
TRIBUTARY TRIBUTARY=
WIDTH 112 SPAN O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
l'qllliAl?-7n?i
SHEET 7 OF 30
REVISED RY' K K & D P
90. 100& 110 MPH
FAx nm-1AtG
a s.
(
HANGER CHANNELS AND MOUNTING BRACKETS
1.50" WALL FASTENERS \
ALUM. 3004-H36 .0601
B SEE TABLE
1 50'� .25"R
coo WALL
C7 cl) FASTENERS
1.75" R
ROLLFORMED HANGER
1
281"
ALUM.ALLOY
6063-T6
060;'I 1� 500" r B
EXTRUDED HANGER CHA NEL
R.F. OR EXT. HANGER j
CHANNEL, 2x OR 3x )
RAFTER BRACKET. \
ALUM. PANEL 2x OR
3x ALUM. RAFTER
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ. _EXISTING EAV
SEE TABLE BELOW OVERHANG ,
I
EXISTING EAVE CONNECTION
#14 SMS @J PANELj'�
LOCKS OR #8 SMS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
AT EA. CONTACT
RAFTER SIZE
0o
.20
DESIGN
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
(WHERE
O
ALUM.ALLOY
0
6063-T6
#14 SMS Lal EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
}� 2.740'
T=.060"
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
G'
RAFTER SIZE
0o
WALL FASTENERS
DESIGN
SEE TABLE
-
2" x 4"16"
FULL OR
O
LL=10 LL=20
0
90
9'-3"
APPROVED 3" OR 4"
BorD E E E J J K
ROOF PANEL
24" O.C.
IINSUL.
BorD E E E J J K
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
RAFTER SIZE
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
2" x 4"16"
FULL OR
..
OC
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL 30
90
9'-3"
A BorD
BorD E E E J J K
100
24" O.C.
BorC BorD
BorD E E E J J K
110
D BorD
BorD E E E J J K
2"x6" FULL OR
2"x8" NOTCHED
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
2'-0"
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
Of
UJo
B=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
w¢w
C=7/16"O x 1 1/2" @ 10" O.C.
'HILT] QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
rnuJ
D=7/16"O x 1 1/2" @ 12" O.C.
E=3/8"O x 4" @ EACH STUD
F=7/16"O x 4" @ EACH STUD
EXIST. RAFTER
DRAWN BY: K.K.
DATE: 5105/2009
SCALE: NONE '
REVISED BY' K K& D P 1
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"16"
FULL OR
..
OC
V-6"
16,-8„
13,_10„
9'-3"
2'-0" 11'-8" 8'-8"
2„ x 4"
FULL
24" O.C.
V-6"
10'-8"
8'-3"
2'-0" 7'-0" 4'-6"
T-0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
!!!
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25'-0"
16-9"
t ,
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
10# L.L.=(2)#14 SMS EA. SIDE
1
1/2'.-____
/2" 20#/30#L.L.=(2)#14 SMS EA. -SID
U -BRACKET
TI 2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM.
RAFTER
I
JL4"
OR 1_1/Z'
#14 SMS T&E4
}— 1.Ba6- AT 12" O.C.
EE
Q
w ~ No. 37948 r M
Or_ Exp. 3 3 x`
f�
lAY 0 6 "Ogg
3/16"
B„ 0 STEEL
0 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
O PROTECTION, METAL FLASHING
O r CAUCK JOINTS AND SLOPE
I TO DRAIN
TYPICAL BRACKET AT EVERY 2x
FOR SPAN SEE ALLOWABLE
DEC K/RAFTER SPAN TABLE
\ EXISTING WOOD STUD FRAMING EAVE LENGTH
/I
2x6 OR 2x8 LEDGER
1 1l4"O x 3-1/2" LAG SCREWS L.L.=10 sfRAFTER
17/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf� (3) it1x 12" W.S. )-#14x1 3/4
PENETRATION INTO ' PATIO COVER
JG WOOD STUD)
RAFTER`TO
LL CONNECTIONfO NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
DATE: 5105/2009
SCALE: NONE '
REVISED BY' K K& D P 1
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (951) 741-2107
HANGER CHANNEL
AND BRACKET
ATTACHMENTS
LIVE LOAD=
10, 20 & 30 psf
HORIZ. WIND =
90. 100 & 110 MPH
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO. CA 95826
/Q1n1 da7-7n71 FAY dn:a.151Q calne0lr4,ral„m ��m
SHEET 8 OF 30
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT
DETAILS
= t.
3.00"SQ.
1 3 1-2,,.1
024" #10 SMS
3.00" SQ.
I�
,_I 3.00" SQ. I~
N
PG =3" O.xt=.188"I
.032 @24"O.C.
EA. SIDE
'
y�1.00�
o
o
�
H =3"SO.xt=.2501
=4"SQ.xt=.1886TYP.
040" ALUM.
NK =s^sO.xt=.las'
---
032"
048"STEEL
28 F
O
E
O
3.0" 4.0" OR 5.0"
BB
5/8' PLASTIC PLUG
3" SQ. ALUM. POST
3" SQ. ALUM. POST
WITH SIDE PLATES OD
3 M. POST
MAG POST
3" SQ. ALUM. POST
SQUARE
STEEL POST
ALUM. A 3004- 36
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
ASTM A36 GRADE 40
ALUM. ALLOY 3004-H36
ALUM. ALLOY 6063-T6
ASTM 65 RA 4
ALUM. ALLOY 3.00" OR
2.0"'
6063-T5 2.40"
1.375"
2 FLANGES
CL 7/16" OHOLE .56" 2 1/8" APART
.75"
ASTM GRADE 36 STEEL 1.125 2.s•'
4WASH.
,75" 75" BASE FLARES
o
1.60"
157" TO 3"WIDE EA.
TYP _ __ — SIDE OF FLANGES
USE FOR 3" 1�
TE .090„ TYP.
POST ONLY 5.50" P 1-7/16"0 HOLE
1%e' x 5/16" x 5Y2" WHEN USING
& 2-3/8" HOLES
IN 110 MPH WIND AREA
CL 2- 5/16"0 HOLES TYP. EA. SIDE
.090" BRACKET FOR 3" POSTS
ALUM•"T'"BRACKET
STEEL!"T" BRACKET 5
T=.060" TYP. — --
�3 -3/8" LAG SCREWS OR
4;-1/4" LAG SCREWS
mAY 0 6 )009
j� (2.5" PENE. INTO EA. STUD)
C4
s
3„
- w ~ Flo. 7948
j cy-1
L'
ALUM. ALLOY
3"
OFCAL�
6063-T5
x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM.HEADER
HEADER BRACKET
%
"H" BRACKET
DRAWN BY'. K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0 512 00 9
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA, CA (951) 741-2107
COLUMN/
POST TYPES
10.20 & 30 psl
HORIZ. WIND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 9 OF
REVISED BY' K K R D P
�
90. 100 & 110 MPHIAtA\
d5�-�!\�i FAX dll.'L1A1p calnclfli A,val„m.-,.I..
30
HEADER. BEAM_ TYPES . & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
�I 3.00" SQ.
2.00" SPLICE WHERE
SPLICE
1 79" OCCURS SPLIOCCURSE OCCURS
46"
LID.
� .075" I
73" '2.57" . 4.6" TY P. 14"R
2.19" 2.04 — 065"
2.08" TYP.
048'
z.04" � TYP.
2"T TYP. 3.0• .28"
2 93 4.0000"
2.7" ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 K
ALLOY 3004-H36 A 6063-T6 B C I p
6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM
4'
3„ —I I 6.5" 3" 3.0" I�—
2„ � � MAX. -I 2" i � 1EQUAL .042"WHERE4"SPLICE .SPLICE WHERE�—:032„_�D"OCCURS OCCURS .042"070" 032"TYP. "TYP.ALUM. ALLOY 3004-H36 OR EQUALALUM. ALLOY 3004-H36 OR EQUAL ��M OBOY
AL6 63-T6OY AL6 63-T60Y J i J
4" [-BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM O.
3x86EAM
1.25"� ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
3„ 6„ 625"
r MAX' 3 4" I -BEAM = 7"z2 3/4" x:16 GA. STEEL C -BEAM
I I WAY 0
6
.042"
V. 042" 7.875"
T= 14GA. 7" I -BEAM = 12,'x 3 1/4"X 12 GA. STEEL
I ASTM A653 GRADE 50 •
L__jL '` o
I � 2
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 II 625' i w ~ No. 3 948
OR EQUAL O OR EQUAL O ---I 2.875" F�� N EX I
O P
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM I'
STEEL INSERT ! CIVIL Q�
1 /lt�w\GO
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
"LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY: •.-
DATE: 510512009
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 8 30 psf
WIND =
DURALWN PRODUCTS, INC. -
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE:
-
RANCHO CUCAMONGA, CA (951) 741-2107
HORIZ.
SHEET 11 OF 30
REVISED BY: K.K. 8 D.P.
90. 100 & 110 MPH
_J,
m1a� acs-im.1 anx ana-151A came(d1Ai"alum rnm
COLUMN,/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
SO. 18" DEEP
ALUM.T'BRACKET USE WITH
18"
18" SQ.
12"
20"
21" SQ.
POST TYPE B,C,D, OR E.
22"
STEEL POST ONLY:
16"
24"
"T" BRACKET
STEEL'T"BRACKET USE WITH
POST TYPE B,C,O,E,F,G,H,J OR K.
I
USE POST TYPE
F, G. H. J OR K
(3)-5/8"0 BOLTS
FOR POST TYPE J -
28"
@ 3"SQ. POST W/
3"SQ. POST (2)-#12 SMS EA.
3" SQ. POST ALUM: T"BRACKET:
USE ((2 -3/8"O HILTI
I i
39" SQ.
28"
4 5"
SIDE OF POST OR
I 1/4" M.B. THROUGH
KWIK BOLTS OR EQUAL
STEEL.'TBRACKET:
I i
1/2 DEPTH OF I 1
47" SQ.
(2)-1/2"0 BOLTS
0 ALL ER
1 16"INSERT
POST
USE (2)-3/8"0 HILTI KWIK
SEE NOTES BELOW BOLTS OR EQUAL
FOOTING OR I
12" MIN. EMBD. I I
55" SQ.
CONDITIONS
4 5„
ASTM A3-
(2)-3/8"0 HILTI "KWIK"-
(2" MIN. EMBEDMENT DEPTH
i I
;,
41"
STEEL
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
•t: I I
'�:
:•
T.O.C..
BRACKET TO SLAB.
MINIMUM DISTANCE TO
I
i I
••
L�
"S .BASE
PL .
EDGE OF SLAB = 2-1/2"
d
LL Lu
ASTM A572
STEEL
a w o
DE TH A 'A = 3/13f 0
6"
SLAB SHALL BE IN a POURED CONCRETE
GOOD CONDITION FOOTING SEE NOTE d
.•.:..:.; -. ..� .; :::•.�'.' w 3" SQ. POST (STL.)
"• •. •. • o OR FLUTED
FOR SIZE (1)-1/2"0M.8. /
3 1/2" MIN. SEE FOOTIN x9" LONG, 1" SQUARE OR 4" SQ. POST (STL.)
SCHEDULE QUAR FROM END SEE FTGS, INSERT-
/_O
SCHED. PL.5/8"THK. i
EXISTING SLABO7 _3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O
_-- INTO FOOTING 1 1/2"
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28"
32"
43" SQ.
30"
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ.
39„
42"
64" SQ.
41"
44"
69" SQ.
43"
'CUBE FOOTING W/ 3 1/2" SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" 8 24" CUBE
(2)-1/2'0
3 1/4"
25" - 30" CUBE
(4)_1/70
3 1/4"
31" - 34" CUBE
(4)-5/8"0
4"
35" - 39" CUBE
(4)-3/4"0
4 3/4"
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 -1917 OR EQUAL.
NOTES:
1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BM.
W/INSERT. MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
" X 0'-5};" AT STEEL "T'
BRACKET.
3. POST TYPE F
DO NOT USE STEEL "T"
BRACKET W/7" 1 -BEAM.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
�O
2
w
c
1/2"
_WELDED STEEL BASE PLATE 'I
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B. C, D, F. G. 8 H
flAY 0 6 2009
FREESTANDING
BASE PLATE ANCHOR
TOM CAMPBELL & ASSOCIATES, INC.
BASE PLT(4)-
ANCHOR BOLTS (SIZE 8 TYPE)
:E:S:810
3/4"0 HILTI KWIK BOLT TZ STAINLESS
�"q/fij,�
9"x9"x 5/8"EEL
PER I.C.C. ESR -1917 OR EQUAL
3/4" EMBEDMENT DEPTH)
NO. 37948
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009COMMERCIAL
AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951)741-2`107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K 8 O P
90. 100& 110 MPH
/R1A1 G527091 Fox ert7-t.57c c�Iaanlii„nh,m mm
SHFFT in OF 30
BEAM TO POST CONNECTION DETAILS I
. I
OPTIONAL DECORATIVE FASCIA I
(WOOD, ALUM. OR HARDBORD) 3" X 8" X.042" BEAM, 1 (2)-#14 S.M.S. EA. SIDE (4) -TOT.
.
3" SQ. STEEL OR -
MAG BEAM. \ #14 S.M.S. TOP & BOTT. (2) -TOT.
2-1114 x 12" S.M.S. EACH SIDE OF 3" #14 X 112" S.M.S. TOP
SO. POST (4 TOTAL)
& BOTT. (2) -TOT. I 1 114"
ALTERNATE: 114' 0 BOLT W/ WASHER I '
EA. SIDE OF 3" SO. POST4I
ROOF PANEL i 4 6 1/2"
.5 "
+ ROLLFORMED OR i
` 1.10" EXTRUDED GUTTER i ALUM. BRACKET X
.75 { O y 150"1 (4)-#14 SDS @ EA. SIDE FASCIA
L _+ TOP & BOTT. TOT.=16 414 S.M.S. @12°o.c.
'2.35" 3" SO. POST - 12•• 1"
6 1/2"x2"x
.024"RAFTER
S2-#Q14
x 1/ (4 M.OTALACH SIDE OF 3" 15
ALTERNATE: 1/4'06OLT w/wA.sHER RAIFTER "TAIL" TO GUTTER J
EA. SIDE OF 3" SO. POST-
3" X 3" ALUM. OR
STEEL POST
3.00 3 SO. POST
n 14 3.125"-FOR,3 x RAFTER
OR .zao RAFTER
H - BRACKET TO POST
GUTTER FASCIA
MAG BEAM r 3" SO. POST 13 3
^ I '
3"SO. STL. BEAM JI
SAL-UM-AL-L-OY 300 ALUM. ALLOY 3003=H24 1
.. -
1.50 t=.040"(
6063-T61
1 /2"
"00,� 1.50"..� t = .040" 3004-1-136 ALUK
X28' 31I 2.I 28'' 21I 21.
y i--
_-.E.
• • •.. � "' � '(4) 7 #14 x 3/4" TEK SCREWS
P,.BRACKET-TO RAFTER
1 I.
2"xLATTICE TUBE 1 1/2" SQ. OR P2 , I 11/2" MIN.
3"
j - 2"=LA ICE TUBE O ,I p
ESS/pN Iiia1' 0 �Ilt�s�~' �. — _ o. F'
#8 x 2 "SMS, 2 112" y
OR 3 1/2", TYP. \ PCJ �. CA �� ( ! p
1 1i2" OR 2" SO. OR 2"x3" LATTICE i
@ 3"O.C. MIN. UP TO 7"O.C. MAX. C 2.750" Ff
Lu ~ No. 198
— RAFTER (4)`-;#19 x 314" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
�ATTIC�E�UBETdRAFTE.R�� 3 I BRACKET TO BEAM v
CIV— 17 f BRACKET = RAFTER TO BEAM
-.
=Df3AWN BY-K.K._.
M CAMPBELL8 ASSOCIATES, INC• + +
f BEAM 0 POST
LIVE LOAD =. iPATIO
8 `
COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS. INC. .
t
DATE: 57052009 �
RAL
17EEi�AL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
10, 20 30 p'st�';
HORIZ. VIAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
' i s
SCALE: NONE
RANCHO CUCAMONGA, CA 741.2107
90. 100 R 110 MPH
Ip1A1'd57-7/171 FDX dfl.'1-1510 ealoc(Ad,vmum .-..m
SHEET 13 OF 30
'
REVISED BY: KK R D.P.
SPLICE DETAILS
SIMPLE SPLICE
FULL MOMENT
I I
I I
#10 S.M.S. II #12 S.M.S. II
(8 TOT. TYP. THICKNESS = .035
mE
6.38"
(24 TOT TYP. THICKNOSS = .035"
I I
} II } } }i- } } } } }}
I I
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUnFD OR 6063-T5 FOR EXTRUDED mE---I
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
(6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. THRU-BOLTS
I TOTAL= (8)-1/20 BOLTS I IF Y 1 C -BEA
3 " SO POST
_......... ......................
. o � L.
1.00„ FESS
0 a o S cq'�F BEAM TO POST CONN:
4
21
SPLICE WHERE —_ 4i1 200,1 f m 1
OCCURS _ _.070" o o ~ Nn... 798
TYP. P
tAA_ Cl k#12 METAL BACKED,
BEAM TO POST DETAILS
(2)VALOLEY, TYP. E
ALUM.ALLOY
6063-T6 11.-16.. 1 ° 1
4" I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
OCCU
ALUM.ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
NOR
IN BEAM
ROOF PANEL
4"x3" ALUM. "I"(4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I"If TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE -- v
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 208 30
DURAL PRODUCTS, INC.
SCALE: NONE 1
RANCHO CUCAMONGA, CA (951) 741-2107
SPLICE DETAILS
D
HORI2. NAND =
90. 100 8 110 MPH
IN
MIRI ALPINE AVE., SACRAMENTO. CA 95826
�o+a� eFz7m1 cnlr em.la�a calnclnlr4inlnm ��m
SHEET 12 OF 30
REVISER BY, K K & D P
10#'•L.L.
90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS
12' OR LESS EXP. B & C
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DeL,2"x6,5°x.o32"-BEAM
x8 BEAM
311x811 BEAMANSERT
TIOS
> MINIMUM FOR ANO OFCHED POSTOR_3
C=
5
J
O0m
U ? g
FREESTAND ATT.
MAX.POST
MAX.POST
FREESTAND
ATT.
--
N1AX.POST
SPACING
FREESTAND
ATT. MAX.POST
SPACING
FREESTAND
mQ = TYPE D FOOTNOTE:
-ATT. I—F-
POST TYPE 1 —POST TYPE 2
m
F
a rn
O
SPACING MIN.
FTG. POST
FTG.
SPACING
FTG.
MIN.
POST
FTG.
MIN
FTG. POST
FTG.
(IN.)
FTG. MIN
POST
(IN.) TYPE
FTG.
(IN.) EXP. B EXP. C EXP. B EXP. C
(IN.) TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.) TYPE
4'
14'-4" 32 G
16
19'-2"
38
G
20
16'-4"
32 G
20 29'-11"
38 G
21 s 2 2 2 2
17'-0"
32
13'-4" G
17
17'-2"
32
G
20
14'-8"
32 G
.20 26'-9"
38 G
22 7. 2 2 2 2
5'
13'-7"
6'
11'-4"
12'-6" 32 G
18
15'-8"
32
G
21
13'-4"
32 G
21 24'-5"
38 G
23 2 2 2 2
'
11'-7' 29 G
18
14'-6"
32
G
22
12'-4"
32 G
22 22'-7"
38 G
23 g• 2 3 2 2
7
g�_g
f;
38'-6"
10'-10" 29 G
19
13'-7".
32
G
22
f17"
1 .—
29 G
22 21'-2"
38 G
24 to• 2 3 2 2
C�8�
19
12'-10"
32
22
10'-11"
29 G
22. 19-11
38 G
24 11• 3 3 2 2
�'
7'-7"
10'-3" 29 G
G
9'-8" 29 G
20
12'-2"
32
G
23
10'4"
29G
23 18'-11"
38 G
25 12' 3 3 2 2
10'
6'-9"
11'
29
20
11:7„
29
G
23
9'-10"
29 G
23 18'-0"
32 G
25 13 3 4 2 2
6'-2"
9'-3" G
8'-10" 29 G
20
11'-1"
39
G
24
9,_5„
29 G
24 17'-3"
32 G
26 14• 3 4 2 2
12'
13'
5'-8"
5'-2"
8'-6" 32 H
21
10'-8"
32
H
24
9'-1"
32 H
24 16'-7"
32 H
26 ,s 3 4 2 3
32
F {
24
8'-9"
32 H
24 16'-0"
32 H
26 16• 4 4 2 3
:
14'
4'-10"
8'-2" 32 H
21
10'-3"
— __
15'
32 H
21
-'11,,
32
H
24
g, 5„
32 H
24 15'-5„
32 H
27 17' 4 5 2 3
4'-6"
7'-11"
.
32
H
25
8'-2"
32 H
25 14'-11"
32 H
27 18' 4 5 2 3
16
4.3
32
7'-8" H
22
9'-7"
4 3 3
7'-5" 32 H
22
g _4
32
H
25
8'-0"
32 H
25 14'-6"
32 H
27 1s� 5
17'
4'-0"
32 H
25 14'-1"
32 H
27 2o• 4 5 3 3
18'
3'-9"
7'-3" 32 H
22
9'�1"
32
H
25
7'-8"
19,
38
7'-O" H
22
Si 10"
38
H
25
7,-6,.
38 H
25 13'-9"
38 H
28 FOOTNOTE:
I4EADER AND OR MIN. NO. OF POST
3, 7..
QI
38 H
26
38 H
28 REQUIRED SPACING MUST EXCEED
SPACING
38 H
22
8'-7"
38
H
2 QQL
"
13'-4"
ALLOWABLE SLAB
20'
3'-4"
6'-10"
+ •./ i ( ,�
OR LESSER MUST BE USED
FOOTNOTE:
COL.
TYPES D-1 =.024"
SIDEPLATES, USE ON CONC. SLAB ONLY
COL.
TYPES D-2 =.032"
SIDEPLATES, ON CONC. SLAB OR FOOTING
NOTE:
F -
No:''948 n
FOOTING SHOWN REPRESENTS
EACH SIDE OF CUBED
LENGTH OF
FOOTING WITHOUT SLAB.
EXP.
FOOTNOTE: "SAMPLE"
WHERE SLAB
OCCURS, CUBED FOOTING SIZE
FIGURE
INDICATES EXPOSURE
B
FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
C+I
Q
ADDITIONAL
FOOTNOTE:
WHERE ONLY
ONE FIGURE SHOWN INDICATES EXP. B & C.
SEE ALTERNATE
FOOTING
TABLES
SHT. 10 FOR ATTACHED
& SHT. 24 FOR FREESTANDING
PATIO COVER SYSTEM AS MFG. BY:
DRAMBY: K.K.
BY' K09
LATTICE
TOM CAMPBELL & ASSOCIATES, IN POST SPACING TABLE
AND RESIDENTIAL STRUCTURAL E GINEERING FREESTANDING
LIVE LOAD =
10, 20 & 30 ps1
HORIZ. WIND =
DURAL UM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30
:NONE
COMMERCIAL
RANCHO CUCAMONGA, CA (951)7 1-2107 AND ATTACHED
y •^
90.100 8 410 MPH
/Q1A1 d527M7 FAY d0i-1p70crnmED
BY: K.K. & D.P.
10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP.'B & C
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
3" SQ.
STEEL
BEAM
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
DBL. 3"x8"x.042"BEAM
DURALUM PRODUCTS, INC.
IMAIAR7.7n7i
DBL.2"x6.5"x.032"
RANCHO CUCAMONGA, CA (951) -2707 AND ATTACHED
HORIZ. WIND =
BEAM
SHEET 26 OF 30
3"x8" BEAMw/INSERT
REVISED BY: K.K. B D.P.
.,, ,, .,. ..
90. 100 8 110 MPH
Fnx an:+-isto cemc?itA„mlum rr.�+,
FOR ATTAGHED PATIOS
�
OR 3 x8'BEAM
�
MINIMUM NO. OF POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
MAX.POST
FREESTAND
MAX.POST
FREESTAND
H
Z) 0
O z m
U
ATT.
ATT.
ATT,
i5 �
TYPE D FOOTNOTE:
F_
U,
v cn
Z
SPACING
FTG.
SPACING
FTG.
SPACING
FTG.
SPACING
FTG.
m
It
FTG.
MIN.
POST
FTG.
MIN.
POST
FTG.
MIN.
FTG
MIN.
POST TYPE 1
POST TYPE 2
EXP. B
EXP. C
EXP. B
EXP. C
vnO
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
r
23
4'
17'-0"
14'4"
32
G
17
19'_2„8
39
G
21
16'-4”
34
G
20
29'-11"
39
G
6'
2
2
2
2
5'
24
5'
13'-7"
13'-4"
32
G
18
17'-216' 6 ,
34
G
22
14'-8"
34
G
20
26'-9"
39
G
7.
2
3
2
2
6'
11'-4"
12'-6"
32
G
19
16-8"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
81
2
3
2
2
7'
9'-8"
11'-7"
29
G
19
14'-6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
13-11"
8'
8'-6"
10'-10"
29
G
20
13,_7„
34
G
24
11'-7"
30
G
22
21'-2"
39
G
1o.
3
3
2
26
2
26
2
9'
7'-7"
10'-3"
29
G
20
12'-1
34
G
24
10'-10"
30
G
22
19'-11"
39
G
11
3
4
2
12'-3"
10'
6-9"
9'-8"
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
1z'
3
4
2
27
2
11'
6-2"
9,_3„
29
H
21
11, 7„
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
12'
5'-8"
8'-10"
29
H
22
11'-1"
30
H
25
91-5"
30
H
23
17'4"
34
H
14'
4
5
2
27
3
10'-7"
13'
5'-2"
8'-6"
32
H
22
10'_8"10,-2„
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
28
3
14'
4'-10"
8'-2"
32
H
22
10'-3"10
34
H
26
8'_9"
34
H
24
16-0"
34
H
16'
4
5
3
.28
3
15
4'-6"
7'-11"
32
H
23
9'-11"
34
H
26
8'-5"
34
H
2.4
15'-5"
34
H
17'
5
6
3
6
16'
4'-3"
7'-8"
32
23
9-7 ,
34
J
26
8�-2"
34
J
24
14'-11"
34
j
18'
5
6
3
29
3
�J
2„
17'
4'-0"
7'-5"
32
J
23
9r-4"
34
j
27
T-10"
34
25
14'-6"
34
29
19,
5
6
3
3
11
1
18'
3'_9"
7'_3"
32
24
9 1
34
j
27
7'-5"
34
j
25
14'_1"
34
j
zo
5
6
3
29
3
8'-8'
19'
38
1
24
8'-10"
39
j
27
7,_0„
39
j
25
13'-9"
39
j
29 FOOTNOTE:
HEADER AND OR MIN. NO. OF POST
20
3'-4"
6'-10"
38
j
24
8'-7"
39
27
_8n
39
j
25
13'-4"
39
j
30 REQUIRED SPACING MUST EXCEED
8'-3"
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
Q
�•� C,' �. i�.��
MA
ti111
J IJ �'
FOOTNOTE:'
�t'�
i
CONC. SLAB ONLY
Q�
��
COL. TYPES
COL. TYPES
D-1 =.024"
D-2 =.032"
SIDEPLATES, USE ON
SIDEPLATES, ON CONC. SLAB OR FOOTINGS
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
OF
��
r
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
SLAB.
SIZE
W !— No. ) i
8
I
FOOTNOTE:
"SAMPLE"
MAY BE REDUCED 6" EACH SIDE FOR
FREESTANDING
ONLY.
cl�_
Exp 3
FIGURE
INDICATES EXPOSURE
B
—a
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES
ADDITIONAL
FOOTNOTE:
WHERE
ONLY
ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24
FOR FREESTANDING
DRAWN BY: K.K
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
10, 20 8 30 sf
F
DURALUM PRODUCTS, INC.
IMAIAR7.7n7i
SCALE: NONE
RANCHO CUCAMONGA, CA (951) -2707 AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 26 OF 30
REVISED BY: K.K. B D.P.
.,, ,, .,. ..
90. 100 8 110 MPH
Fnx an:+-isto cemc?itA„mlum rr.�+,