13-0769 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
i' Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
ovo
13-00000769
47755 ENDLESS SKY
649-030-069-143 -31311 -
PATIO COVER - RESIDENTIAL
HIGH DENSITY RESIDENTIAL
300
Tihf 4 4 a"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect or Engineer
Owner:
BARBARA HANSON
47755 ENDLESS SKY
LA QUINTA, CA 92253
(760)000-0000
DETIME PATIOS
1
13
BOX
Jul -J 1 (, i7 LA QUINTATA,,
CA 92253
I _ (7 0)610-5380
a
...r_I LOUT Lic. No.: 770843
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B License No.: 770843
Contractor. /
ER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale fSec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
( ) 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 fSec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPFRDI IT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/20/13
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
U Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier MED CENTURY INS Policy Number A09461819
_ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, 1 shall forthwith comply with those provisions.
Da�te: � Applicant;
WARNING: FAILURE TO SECURE W13RXE ' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$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 1 have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for inspection purposes.
Date:_+Os
ignature (Applicant or Agent',' / V
Application Number . . . . . 13-00000769
Permit . . . . . . PATIO COVER 2013
Additional desc .
Permit Fee 95.81 Plan Check Fee
.00
Issue Date Valuation . . . .
300
Expiration Date 12/17/13
Qty Unit Charge Per
Extension
1.00 95.8100 EA MISC PATIO COVER, STD
95.81
-------------------'---------------------------------------------------------
Special Notes and Comments
PATIO COVER 38.5 SQ FT OPEN LATTICE
DURALUM PATIO COVER (DURALUM
SPECIFICATIONS) 2010.CALIFORNIA BUILDING
CODES.
----------------------------------------------------------------------------
Other Fees .. . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, PATIO COVER
94.38
STRONG MOTION (SMI) - RES
.50
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total 95.81 .00 .00
95.81
Plan Check Total .00 .00 .00
.00
Other Fee Total 95.88 .00 .00
95.88
Grand Total 191.69 .00 .00
191.69
I.QPEPAIIT
Bin #'
City. of La Quinta
Req'd
Building 6: Safety Division .
P.O. Box 1504,.78-49.5 Calle Tampico .
Permit #
��j •�
La Quinta,:CA 92253 - (760) 777-7012
Building Permit
Plan Sets
• Application and Tracking Sheet
Project Address:"
Owner's Name:
A." P. Number.
Address:
City, ST, Zip:
Legal Description:
Contractor: L �.�.I hIA f
Telephone:
Address: 30V G(.0
Project Description:
City, ST, Zip:
Telephone: 777 cUGSd .,.`a {"' • �. ,.i`�
Truss Calcs.
State Lie. # :�17G K,4.
city iic. #: 32's -Ir
Arch., Engr., Designer:
Address:
City, ST, Zip:
Energy Cates.
"
Telephone:
R..•1yc�.-
�?"t
aM' r� �•
Constrnction•Type: Occupan cY
State Lic. #:
�e''•. .
Y 4^ t
;-�,-�-yt.�`_'-=-= Y :,-.'�'� :.'h���.`-��.�,-;
New Add'n
Project type (circle. one): -Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Plans resubmitted
Mechanical
t eiepnone iF or Comact rerson. 1 rsnmawda varve of rroject_ w -j -
APPLICANT: DO NOT WRITE. BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACING.
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for correction's
Pian Check Deposit
Truss Calcs.
Called Contact Person
Pian Check Balance
Energy Cates.
r
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Gradingplan
V Review, ready for wrrectionslissue
Electrical
Subcontactor List
Called-ContactPerson
Plumbing
Grant Deed
Plans picked up
S.M.L
H O.A Approval
Plans resubmitted
Grading
IN HOUSE:-
316 -Review, ready for corrections/issue.
Developer impact Fee
Planning Approval
Called Contact Person
A.LP P.
• Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
0.1.
61. ffo
,..
'aLuenl�:u w�.�Q:
;sx
FLA
��w�r� •q%ZV S
,54.5 .
t
62,E'
61.6,
J 61. L. --HI
110
1
CITY OF LA QUINTA —
BUILDING & SAFETY DEPT.
APPROVE®
FOR. CONSTRUCTION
DATA Q- BY G&
2
1,x.0
I.
40
u
WATERCOLORS AT LA QUINTA HOMEOWNER ASSOCIATION
ARCHITECTURAL IMPROVEMENT APPLICATION AND REVIEW FORM
Lot Number: ____ Owner Name:
Property Address:Z�S
Nature of Improvement_(;6,1,��
Contact Phone:
Date:-1.-?/-5--
-------------------- - --- --- - ---- ------------------------------------
Color, if applicable: � pie�G _________Estimate start date:__ -,4u8_______
Location, if applicable: ----- -------- --------------------------------------
Dimensions, if applicable: ------------------------------- z ----------------------------
Construction materials if applicable: __,.,1t.���tr►..s�._______________________________
Supplier/vendor: �.,lt.,>ai1>!'1Sr�______________________ Approx. Cost: _____-_-_____
Attach an additional page for description, if necessary. One set of plans of all
improvements must be attached to this application to show location and dimensions, or a
picture of the item if more appropriate. If construction is involved, the owner is responsible
for obtaining City of La Quinta permit to do the work.
Owner Signature: ___________________________
---------------------------------------------
Send the application by any of the following:
Via email - Irene@whitestarmgmt.com
By mail to'.
Watercolors c/o Whitestar Management
71687 Highway 111, Suite 102, Rancho Mirage, CA 92270
Phone: 760.773.0123 Fax: 760.773.5432
For Internal Use Only -
Date Received Ins ection date if applicable:
roval Dis - roval circle one) Date: =,1 __=1_-_
Committee Signatur : ei2 _ �'f----------Board Liaison Initials:
a
Conditions:
Whitestar Management for Watercolors at La Quinta HOA
IN
Rev. 4.13
RARER SEE TABLE
* SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 12' SIDE PLATES.
LENGTH OF STRUCTURE VARIES
I/
FOR SIZE
LIVE LOAD =
OPEN LATTICE TYPES
q;;
AN SPAGNO
NOTE: EACH COMPONENT IS INTER-
SEE DETAIL
10, ZD 830 pd
�Tp,_
THIS OPEN LATTICE STRUCTURE
MAX PRa•'�+�
SEE SCHEDULE
EACH COMPONENT IS INTER-
BM: -TYPE SEE SCHEDULE
MAY�T BE COVERED.
MAIL. O.H.
25% OF SPAN O•FOR
CHANGEABLE WITH ANY OTHER ,q,�
sE
RAFTER, SEE TABLE
SIZE
CHANGEABLE WITH ANY OTHER �t
r
�w'' /AL''
1A
` SPACING
J I? SLAB EHr
FoonNG WHERE
^ti\CRtr_25%OF SP
MAr BE uSED NMERE
D WHERE
PERABTTED.
LENGTH OF STRUCTURE VARIES4-<
SEE CROXSSECTI
-SEE POST OETAI
LENGTH OF STRUCTURE VARIES
I/
•�
LIVE LOAD =
POST WITH SIDE PLATES
q;;
POST
DET
NOTE: EACH COMPONENT IS INTER-
SEE DETAIL
LENGTH OF STRUCTURE VARIES
10, ZD 830 pd
sr
SEE
31/1 SLAB
EACH COMPONENT IS INTER-
3 I? SLAB ATTACHMENT
MAY BE USED WHERE
PLATES
�� WI1H SIDENOTE:
SEE DETAIL
CHANGEABLE WITH ANY OTHER ,q,�
sE
r
CHANGEABLE WITH ANY OTHER �t
COMPONTENT UNLESS OTHERWISE SHOWN.
�w'' /AL''
1A
: EACH COMPONENT IS INTER-
J I? SLAB EHr
FoonNG WHERE
E WITH ANY OTHER '4F
MAr BE uSED NMERE
D WHERE
PERABTTED.
OPEN LATTICE -TYPE COVER
sEE TI FOR
NT UNLESS OTHERWISE SHOWN. Fr114.
SEE SCHEDULE
_
N T :THIS OPEN LATTICE -
B
MAYFOOTINGESCC
WHERE REQUIRED,
SUEFOOTING CUBE
STTICERSTRUCTURE
TYPE "E" ATTACHED SINGLE SPAN
LATTICES STRU
A TYPE "F" ATTACHED MU.LTISPAN
N . C37
NOTE: THIS OPER LATnCE•TYPE STRUCTURE
EXP. 03/31 MAX
AIAr�T BE COVERED.
RAFTERSEEMAX PROD.
&2ETABtF SEE SCH
NOTE: THIS OPEN LATTic UGTURE
$SCHEDULE
AND SPACING
MAY-IQ.BE COVE
. RAFTER.SSEE TABLE
Js MAX O.H. 0.
kgl•�re-25%OFSPAN
\ -
\ ��—,,,
AND SPACING
O.
.
LENGTH OF STRUCTURE VARIES
�L Jc
TI�.d�=qlV�
SEE CROXSSECTI
-SEE POST OETAI
LENGTH OF STRUCTURE VARIES
I/
LIVE LOAD =
J 1? SUB
q;;
POST
DET
NOTE: EACH COMPONENT IS INTER-
MAY BE USED
TO S
OPEN LATTICE
10, ZD 830 pd
CHANGEABLE WITH ANY OTHER
SEE
31/1 SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. r�LLr
SCHEDIAE
NOTE: EACH COMPONENT IS INTER-
MAY BE � RA
SHEET 3 OF 33
CHANGEABLE WITH ANY OTHER �t
SCHEDULE
OPEN LATTICE -TYPE COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
_ SCALE NTS
SEE SCHEO. FOR FOOTING CUBE SIS
REQLMREO
7 D. FOR
SEE SC
SEE BCHED. FGR FOOT0K7 CUBE BBE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
'tYPE IV FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL b ASSOCNTES, INC.
LIVE LOAD =
PA VER SYSTEM G. BY.
IAPMO ER/ 0185
GATE: 1Qg1Q012
COMMERCIAL AND RESIDENTIAL STRUCTURAL FJ4WNEEfUNO
OPEN LATTICE
10, ZD 830 pd
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONOA. CA (951) 741-21DT
STRUCTURES
HORIZ. WIND •
80.100 d 1110 MPH
S286 ALPINE AVE, SACRAMENTO, CA 86828
SHEET 3 OF 33
REVISED BY,
(818)452.7021 FAX 40.}7576 asle�dVYluRpp6
* SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X B 1/2' SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL ANG ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL qNO SAyOFS7RU ALUMINUM SEE DETAILS —
SEE FOR SPANS ROOF PANELTMFp EL
Te F SSF /Fs SEE SCR SPANS FPAN IN. 0.25' SLOPE PER F7
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
P
S(
+F SQ. POSTS, SIZE VARIES
OPTIONAL-, CANTILEVER
SEE SCHEDULE FOR
POST SPACING
3 1/2' SLAB
ALTERNATE: `�
ATTACHMENT
311GLE POST
MAY BE USED
SEE SCHEDULE
I
WHERE PERMITTED.
ATTACHMENT SINGLE POST
SEE SCHEDULE
COMMERCIAL AND RESIDEMIAL STRUCTURAL EiNOINEERINO
MAX HT. 17
NOTE: NO SPLICE AT THIS
POST AND A END BAYS.'
FOOTING WHERE REQUIRED
SEE SCHEDULE
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS IM
MAX. HT.= 17
CHANGEABLE WITH ANY OTHER
SHEET 2 OF 33
COMPONTENT UNLESS OTHE
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —
SO. POSTS, SIZE VARIES
ALTERNATE:
3 1A7 SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR
POST SPACIN
O•N.
?5%
P
JOTTEOSPLICEATTHIS
D AT END BAYS.
MJ
BEAM
1/2 x 8' STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
P
S!
* SO. POSTS, SIZE VARIES
144
PRO
S Ea
OPTIONAL' CANTILEVER
SEE SCHEDULE FOR
POST SPACING
PANEL MIN. 0.25' SLOPE PER FT.
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SO. POSTS, SIZE VARIES
ALTERNATE:
3 1A2' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x B' STEEL ROD /
SEE SCHEDULE FOR
P T SPACING
O•N
25% OF
NOTE SPLICE THIS
POST 4 40 AT END BOYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
DRAWN BY: E.N.
25% O�
ALTERNATE:
R SYSTEM Y:
ATTACHMENT SINGLE POST
\
!IS
COMMERCIAL AND RESIDEMIAL STRUCTURAL EiNOINEERINO
MAY BE USED SEE SCHEDULE
/0. 0202/30 D
NgMQ WIND •
WHERE PERMITTED.
SEE SCHEDULE
NOTE. O SPLICE AT
MAX. HT.= 17
POST AND AT END BAY
SHEET 2 OF 33
TING WHERE REQUIRED
SEE SCHEDULE
FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
"B" ATTACHED MULTISPAN
W/CANTILEVER OPTION
1L&M�
_
LFNGTli n� _
PANEL MIN. 0.25' SLOPE PER FT.
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SO. POSTS, SIZE VARIES
ALTERNATE:
3 1A2' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x B' STEEL ROD /
SEE SCHEDULE FOR
P T SPACING
O•N
25% OF
NOTE SPLICE THIS
POST 4 40 AT END BOYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD •IPATIO
R SYSTEM Y:
UPMO EW 0196
DATE: 10)01/2012
SCALE: NONE
COMMERCIAL AND RESIDEMIAL STRUCTURAL EiNOINEERINO
SOLID PANEL
STRUCTURES
/0. 0202/30 D
NgMQ WIND •
SM AL IN PRODUCTS, INC.
6269 ALPINE AVE.. SACRALIEMO, G 9582E
REVL9EO BY:
RANCHO CUCAMOHOA CA (961) 741.2107
90. 100 8 110 MPH
(916) 452.7021 FAX 403-1519 W"4®dvWm.can
SHEET 2 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
_ 2' X 6 1/2' RAFTER = DBL. 2" x 6 1R" RAFTER
r r 3- L.L.= 90 MPH 100 MPH 110 MPH LL.= -r iii 90 MPH 100 MPH 110 MPH
r r (PSF) (IN.) 16 gyp, 8 E)CP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) y� �(p, B EXp,C EXP. 8 EXP.0 EXP. BI EXP.0
18' 17-0' 10'-T 10'-9• 9' 8' 7-91 8'�' 16, 16'-10' 14'-10' 15'-Y 13'-4' 13'-9' 12'-2'
9' a 02+ 02+' 14 8' 14'-0' 14 6' 14' 8' 14 6' 13'-1' 19' 8' 19'-8' 19 8' 19 8' 19 8' 18'x'
e.s .oar S.s" :ar .024 9'-10' 81-6' 8'-10" T-9' 8'-1• T-1' .024 13'•9' 17-2" 12-4' 11'-0• 11'3' 10'LL_j-0'
24' 11'•9' 11'-9' 11'-9' 11'•9' 11'•9' 10'-8' 24' 18'-1' 18'•1' 16'-1' 18-1' 18'-1' 15'-1'
18'-0' 14'-1 14'-4' 178' 13'•1' 11'-0" 22'-0' 19'-10' 20'3' 17'-9' 18 4' 18'-2
3' x tr RAFTER r x e 1? RAFTER DBL. r x 5 1rr RAFTERS t 8' 18'-6' 18'-6' 7 8'$' 18'-0" 18'-8' IT T-6' 16' 26'-0' 26'-0" 26'-0' 26'-0' 26'-0' 24'-r
ALUM. ALLOY 30041139 ALUM. ALLOY 3004+W ALUM. ALLOY 300+4135 10 .032 10 .032
OR EQUAL OR EQUAL OR EQUAL 24, 13'-1' 11'-7' 11'-9• 10'-4' 10'-0' 9'$• 24" 18'4" 78'-3" 78'-r 14'-T 15'-1' 13'-3'
1k SEE NOTE BELOW *SEE NOTE BELOW 15'-1' 15'-1' 15'-1' 14' 3• 27'-2' 21'•2' 21'-2' 21'-2' 21'-2" 20-1"
0'-10' 18' 8' 18'-9' 16'-r 17'-l' 15'-1' 29'-0' 26'-0' 28'-6• 23'-3' 24'-1' 21'-2
i 3' x 8' RAFTER 18" 22'-2' 27-2 27-2' 22'-2" 22'-2' 21'-2 16" 31'•3' 3t'-3' 31' 3' 31'-3' 31'-3' -10"
90 MPH 100 MPH 110 MPH 042 24' 1T-1' 15'-1' 15'-4" 13'-r 14'-0' 12'-3' 042 24' 24'-1' 21'-2' 21'-8' 79'-1' 19'-8' 1T3'
(IN.) m2 EXP, B EXP.0 EXP. B EXP.0 EXP. B EXP.0 18'-2 18'-2 18'-2' 18'-2' 18'-Y 17"4' 25'-r 25'-7' 25'-r 26-r 25'-T 24'-0'
16" 23'-0' 20'-3' 20'-8' 18'-2' 18'-9' 16'-7' 16, 12'-0' 10'-r 10'-9' 91-6' 9'-9' 8'-0' 16, 16'3' 14'-10' 15'-2• 13'-4' 13'-9• tr-2
26'-10' 26'-10' 26'-10' 26•10' 2-6 25'-1' 12'-0' 72'-0' 1r-0" 12'-0' 12'-0' 11'-r 18' 3' 16'-3' 16'3• 18'3' 18.9' 15'-9•
10 •042 18'-9' 16'-7" 18'-10• 14'-10' 15'-4' 13'-r .024 9.9. 81-8' 81-10, 7"-91 8' 1' 7'-1- .024 13'-4' 12'•2' 17.4• 11'-0• 11'-3' 10'-0'
24' 22'-0' 22-- 2r-0' 22'-0' 22--0 20'-6' 24" 9 9- 9' 9' 9' 9' 9' 9' 9' 9- 9' 6' 24" 13'-4' 13'•4' 13' 4' 13' 4' 12'-1
16" 22'-Y 20'3' 20'-8' 18'-2' 18'-9' 16'-7• 16, 15'-3' 14'-1 • 14'-4• 12'-8' 13'-1' 11'-6' 16" 21'•6' 19'-10' 20'3' 17'-9' 18'-4' 16--2-
20 22'-2' 22'-2" 22'-2 22'-Y 21'-0' 15'-3' 15'-3' 15'-3' 15'-3' 15'-3' 14%9' 21'-0" 21'3" 21'-6' 21'•6" 21'-8' 20'-9"
20 '042 24' 18'-2' 16'-7' 18'-10' 14'-10' 15' 4' 13'-7' 20 .032 24' 14'-1' 11'-r 11'-9' 10'-4* 10'-0' g-8• 20 .032 24' 17'-7" 18'3' 16'-7' 14'-r 15'-1' 13'-3'
18'-2" 18'-Y 18'-2" 18'-2" 18'-2' 1 T-7' 12' 8' 17-0' 1 r e' 12' 8' 12'-0" 12'-1' 1 T -r 1 T -r 17'-r 1 T -r 1 T -r 1 T-0'
16" 19'-4' 19'-4" 19'-4• 18'-2' 18'-9' 16'-7- 16' 18'-4' 18'-4' 18'4' 16'-7' 17'-1' 15'-1' 18, 5'-10' 25'-10' 25'-10' 23'-3' 24'-1' 21'-Y
19' 4" —44' 19'-4' 19'x' 79 4' 18'•10' 18' 4" 18' 4' 18'x' 18' 4' 18'x' 1T-9' 25'-10" 25'•10' 25-10' 25'-10" 5'-10' 25'-1'
30 •042 15'-10" 15'-10' 15'-10" 14'-10" 15'4' 13'-r .042 15'-1' 15'-1' 15'-1' 13'-r 14'-0' 12'-3' .042 21'-2' 21'-2' 21'-2' 19'-1' 19'-0' 1T-3"
za• 1s' -1a• 1s'-10 1s' -1o" 1s'-10 is -1o• 7 '6• 24• ts'-r 1s' -r ts'-1' 1s'-1' 15'-r 1a' -r 2a' 2r-2' 2r-2• 2r -z• zr-2• 21'-2 20'6•
10'-0' 10'-6' 10'-0' 9'•6' 9'-9• B'3' 14'-2 14'-2' 14'-2 13'-4' 13'-9' 12'-2
* NOTE: SINGLE RAFTERS SPACED 18' O.C. MAY AL 18' 10' 6' 10'-0' 10'-6' 10'-6' 10'-6• 1o'-2' 16• 14'-2' 14'-Y 14'-Y 14'-2' 14'-2•
3Y O.C. WHEN DOUBLED AND SINGLE 24 .024
24' O.C. MAY BE USED AT 48' O.C. WHEN D �RAi� C Za, 8'-r 8'-r 8'-r 7'-9' B'-1' T-1' 24, 11' 8" 11'-0' 11' 8' 11'-0' 11'3" 10' 0"
8'-7' 8'-7' B' -r 8'-T 8'-r 8' 4' 11'x' 11' 8• 11'$' 11'-8'
FOOTNOTE: 'SAMPLE' to13'-3' 13'3' 13'3' 12'-0' 13'-1' 11' 6' 18--8- 18'-8* 18' 8• 17'-9' 18'•4' 18'-2"
FIGURE INDICATES 4 tt• A 16' 13'-3' 13'3' 13'-3" 13'3' 13'-3' 13'-0' 16' 18' 8' 18' 8"
ATTACHED }}-- 10'-10" 10'-10" 10'-10• 10'•4' 100-8' 9'•6•. 30 .032 15'-3' 15'3' 15'-3' 14'-r 15'-1' 13'-3'
FIGU ICATNO 379 24' 24'
FREE NC P 0 1 10'-10' 10'-10' 10-10" 10'-10' 0'-10" 10' 8' 15'3' 163" 153' 15'3' 15'-3
16'-1' 16'-11 18'-7" 16'-1• 16'-1' 15'-1• 2r -r 2r -r 2r -r 22'-r 22'-r 21'-2'
PROJECTION 16' 16'-1' 18'-1' 76'-7' 16'-1' 16 -1
'' 15' -0' 18' -r 27-r 22'-r
O.H. SPAN q%M C 2 13'-2' 13'-2" 13'-2' 13'-2" 13'-2" 12'•3.2 18'-6• 18'•6' 18'x• 18'-8' 18'-0' 1 T-3'
24• 13'-2' 13'-2• 13'-2' 13'-2 13'-2• 12'-9' 24• 18'-0' 18'-8• 18'-0" 18'•6' 18'-8' 18'-0'
TRIBUTARY WIDTH TABLE CLEAR SPAN (FT,)
h O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
TRIBUTARY TRIBUTARY= 0 3 4 4 5 5 6 6 7 7 B 8 9 9 10 10 11
yy(pTM 1/2 SPAN O.H. 1' 4 5 5 6 6 7 7 8 8 9 9 70 10 11 11 12
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13
7 3• _ 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14
NOTE: TRIBUTARY ON MULTIPLE SPANS IS a' _ _ _ g 9 10 10 11 11 12 12 13 13 14 14 15
EQUAL TO CENTER SPAN TO CENTER SPAN
5• _ _ _ _ _ 11 17 1 12 12 13 1 13 1 14 14 15 15 16
DRAWN BY: E.N.
DATE: 101012012
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •MFG
10, 20 8 30 pd
'
DURALUM PRODUCTS, INC.
UPMO ERM 0195
SCALE: NONE
COMMERCIAL AND REgIpEN W STRUCTURAL ENOINEERINO
RAFTER SPANS
HORIZ WIND
E209 ALPINE AVE.. SACRAMENTO. CA 95M
I(OlG)452-7021
REVISED BY.
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 6 110 MPH
FAX 4031519 MW*@,*m xn mT
SHEET 7 OF 33
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
DRAWN BY: E.N.
4
TABLE 1
4
TABLE 2
5
IAPMO ERN 0195
TABLE 3
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
6
10, 20 a 30 pd
(2) 2"x6 Y" AND
3
WALL HANGER, 3"x8" AND
3 3 4
4
EXTRUDED AND 3"x8" WITH
5
1 FAX 03.1519 mW
(91e) 462.7021 FAX 403.1519 oMa�O,rMmoxn
7�
6 %2" ROLL FORMED HEADERS
STEEL HEADERS
2
STEEL INSERT HEADERS
3
NUMBER OF NO. 14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF WALL HANGER AND HEADER LENGTH
NUMBER OF NO. 14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
>
>
>
5
o
6
o
6
7
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
5
��
2
3
t
3
~
4
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
5
3 3 3 4 4 5
5
2 3 3 3 3 4
5
2 2 2 2 2 3
7
3 4 4 4 4 5
8'
2 3 3 4 3 4
4 4 5
2 2 2 3 3 3
6,
3 4 4 4 4 5
6,
2 3 3 4 3 4
6,
2 2 2 3 3 3
3
3
3 4 4 5 5 6
4
3 4 3 4 4 5
4
2 3 3 3 3 4
6
7
3
DRAWN BY: E.N.
4
4
PATI COVER SYSTEM MFG. BY:
5
IAPMO ERN 0195
5
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
6
10, 20 a 30 pd
7
3
3 3 4
4
5
1 FAX 03.1519 mW
(91e) 462.7021 FAX 403.1519 oMa�O,rMmoxn
7�
2
3
2
3
3
4
4
5
5
6
6
7
3
4 4 5
5
6
2
3
3
4
3 4
5
6
5
7
8'
3
4 4 5
4
6
8'
2
3
3
3
3
4
4
6
5
7
6
8
4
5 4 6
6
7
3
3
3
4
4 5
9'
4
5
5
6
6
8
9'
3
4 4 5
5
6
9 ,
3
3
3
4
4
4
5
6
6
8
7
9
4
5 5 6
6
7
3
4
4
4
4 5
5
6
6
7
7
9
4
5 5 6
5
7
3
3
5
10
5
7
7
8
8
10
10,
0
4
6 5 7
6
8
10
3
4
6
11,
5
6
6
8
7
9
11'
4
5 5
8
11.
3
4
5
6
8
7
9
9
11
5
6 6
9
3
4
6
5
7
7
8
8
1
4
6 5
8
3
4
W56
6
12'
6
8
8
10
9
12
12�
5
7 6
W77
10
12'
4
5
7
13'
6
7
7
9
9
1
13'
S
6 6
9
13'
3
4
7
98
1110
6
7 7
10
4
5
7
FOOTNOTE: 'SAMPLE'
NAL c
FIGURE INDICATES
ATTACHED
Y C'4i�A/<
FIGURE INDICATES
111 III FREESTANDING
O
POj
m
FAN BEAM
+-
—
r- FAN BEAM (I W -(r MAX SPAN)
t A
P. 03/31 fie
2' FAN BEAM AN't
3 HEADER
z CEILING FAN AND/ T=.075' 2 /Y 2 1/2' 2 /2'
N OR LIGHT 0 lbs. ) E TYP•
(MAX 30 lbs. )
#14 x 3 1/2' S.D.S. SCREW #12 S.D.S. SCREW
FAN BEAM AT BEAM AT HANGER CHANNEL
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
DRAWN BY: E.N.
TOM CAMPBELL A ASSOCIATES, INC.
LIVE LOAD
PATI COVER SYSTEM MFG. BY:
IAPMO ERN 0195
GATE: 1=112012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
MINUMUM
REOUIRED COLUMNS
10, 20 a 30 pd
DURALUM PRODUCTS, INC.
e� SNE CAWsk
REVISED BY:
RANCHO CUCAMONGA. CA (961) 741410/
W amo �
1 FAX 03.1519 mW
(91e) 462.7021 FAX 403.1519 oMa�O,rMmoxn
SHEET 6 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' MAX. HEIGHT C = 10'
-3�-2" 1 3.00" SQ.
3.00"SQ. � a
>sto SMS 3.00'SQ.
4O.C.-�1 00t._SIDE.14"R
NP.048'STEEL
STIC PLUG .28' O O
3" SO. ALUM. POST 3" SQ. ALUM. POST 10MINALLORWMAG POST
WITH SIDE PLATES OD 3" SO. STEEL POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004 H38 ALUM. ALLOY 3004-H38 ASTM A500 GR 8 ALUM. ALLOY 6063 -TS
ALUM. ALLOY 3.00" OR
6063-T6 -- 2.4()---,-'r
1.375"
75"
1.60"
1.5 — ,090" TYR
INSTALL IX* x 1 ' x X- HOG
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T" BRACKET
A
-14
a z
* ~ No. C37948
(.n EXP. 03/31/15
(17/16-0 HOi
FOR 3/8' h
ASTM GRADE 36 STEEL
SALL 1YH' ' x X' HDG
INWATSHER PLATEx13SAT ANCHORS
.15r.
TYP.
SE FOR
POST ONLY
0, 2- 5/16'0
STEEL "T" BRACKET
T
ALUM. ALLOY
6063-T6
"H" BRACKET
J
3
Ln
6
G=3'SO.xl=.1 BB'
H=3'SO.xt=.250•
I=3'SO.xt=.313'
J =4"SO xt=.188'
K=4•S .xt=.250'
=I.
3.0' OR 4.0'
SQUARE
STEEL POST
ASTM A500 GRADE B
2 FLANGES
2 1/8' APART
BASE FLARES
TO 3•WIDE EA.
SIDE OF FLANGES
(i1-7/16'0 HOLE
& 2-3/8' HOLES
TYP. EA. SIDE
(4)_SDS 2.5412
#14 SDS,
3 PER SIDE
3' x 8' ALUM. RAFT. BRACKET --Jl
3' x 8" ALUM. HEADER
HEADER BRACKET 07
DRAWN BY: E.N.
GTE:IWV2012
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD o
10,20.30DY.
A Y F . B
IA PMOERR►0186
SCALE: HONE
COMMERCIAL AND RESIDENTIAL STRUCTURALENOINEERINO
POST TYPES
HORIL WINO •
8MDURALNPRODUCTS,INC.
6289 ALPINE AVE., SACRAMENTO, G 86826
REVISED BY:
RANCHO CUGMONMk G (9611741.
go, 100 a 110 MPH
(9161462.7021 FAX 403-1619 sdesWunmu awn
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
_ 1.50
nrWALL
FASTENERS ALUM ALLOY
SEE TABLE 6063-T6
1.T5' O O
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL
A34 FRAMING ANGLE
SEE TABLE
FASTENERS, SEE TABLE -i
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.��
WHERE ALLOWABLE
PROJECTION EXCEEDS 16',
ADD A34 FRAMING ANGLE
EA SIDE OF RAFTER (2 PER
RAFTER TO BLK'G)
ALUM. PANEL 2X OR--
3xALUM. RAFTER 11
FASCIA BOARD ZEXIST. EAVES, RAFTER
ALLOWABLE PROJ. _EXISTING EAV
SEE TABLE BELOW OVERHANG
(24' MAX.) �a
EXISTING EAVE CONNECTION 0
WALL FASTENERS
SEE TABLE
25'R 0.,
014 SMS ® PANEL
LOCKS OR 68 SMS
AT EA CONTACT
^ '
8' O.C.
CONTINUOUS A- RAIL
ROOF PANEL
(WHERE OCCURS)
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
ALU6�T8 Y
-
J5• WALL FASTENERS
1DO
014 SMS 0 EA CONTACT
SEE TABLE
WALL CONNECTION
O
2.740-
#14 SDS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
8' O.C.
DESIGN
16' O.C. CELL AT FASTENER) OR CONC.
T=.060'
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
w
-
J5• WALL FASTENERS
1DO
tV
SEE TABLE
A B B C D D E E F
A
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
24' DC
O
ZoB=SDS25412
W" FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.'
A
SEE PAGE 33 FOR
ALUM LTO Y APPROVED ROOF PANEL
ywa
A
71
<
'E=3/8'0 x 1 1/8' AT 16.O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
26'-0'
I.R. HANGER OC )
L
•HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
16' O.C. CELL AT FASTENER) OR CONC.
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
A B B C D D E E F
1DO
A B B C D D E E F
110
A B B C D D E E F
A
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
24' DC
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX.
ZoB=SDS25412
W" FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.'
18'-1'
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
ywa
D=3/8"0 x 4' LAG SCREW AT EACH STUD
<
'E=3/8'0 x 1 1/8' AT 16.O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
26'-0'
'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
-0
26''
•HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
-L-tAC
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
2'x 4'
FULL
24" O.C.
18'
19'-2'
15'-3'
12'-4'
24' 12'-8' 9'-10'
A
2' x 6'26'-0'
NOTCHED
24' DC
18"
90,100 a 110 M9'H
22'-2'
18'-1'
24• 18'-8' 14'-9'
11'-10'
2'x8' FULL OR
2'X8" NOTCHED
24' O.C.
AND COMP.
26'-0'
26'4'
-0
26''
24' 18'-8• 1 22'-9" 1
187
2'x8" FULL OR
2"x10• NOTCHED
24.O.C.18,
26'-0'
26'4'
26'-0'
24' 26'-0" 26'-0-
24'4'
NOTE:
(A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B
IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH,
EXPOSURE C WIND LOADS.
1. EXISTING ROOF OVERHANG DESIGN LOADS:
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20 a 30 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 PSI.
3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL =10, 20, & 30 psf
110# L.L.=(2)114 SMS EA. SIDE
II 12' 20#rXWL.L.=(2)14 SMS EA. SIDE
V l U -BRACKET
1 1/4'
` 3/4" OR 1 1/2"
-L-tAC
I 2"x61/2'OR
2 EACH IWO x 3.12- LAG SCREWS L.L?70 pal2 EACH 7/16'0 x 3.12' LAG SCREWS LL.•20 AND 30 paf
S MIN. 3" x 8' ALUM.
RAFTER
(3),0, l ,_W(T
'OR
MIN. PENETRATION WTO EXISTING
EXISTING WOOD STUD FRAMING
1
8'
~�No. CM
kTsxp. 0313
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
CHUCK JOINTS AND SLOPE
�— TO DRAIN
FOR SPAN SEE ALLOWABLE
OECKItAFTER SPAN TABLE
�1
-L-tAC
TOM CAMPBELL d ASSOCIATES, INC.
2 EACH IWO x 3.12- LAG SCREWS L.L?70 pal2 EACH 7/16'0 x 3.12' LAG SCREWS LL.•20 AND 30 paf
LIVE LOAD •
(3),0, l ,_W(T
MIN. PENETRATION WTO EXISTING
DATE. id01/2012
SCALE: NONE
COMMERCULL AND RESIDENTIAL STRUCTURAL ENOINEERINO
R3
WOOD STUD)NOTE:
DURALUM PRODUCTS, INC.
SM ALPINE AVE. SACRAMENTO, CA 96626
USE LEDGER WHERE RAFTER SPACING
RANCHO CUCAMONGA. CA (961)70-2`107
ATTACHMENTS
90,100 a 110 M9'H
EXCEEDS EXISTING STUD SPACING
SHEET 9 OF 33
TE. BRACKET
SEE ® FOR ATTACHMENT NOTE: PLACE SIKA FLEX' OR SIMILAR
MAY BE MOUNTED
MATERIAL BETWEEN BRACKET
AND COMP.
BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTION'S.
WALL CONNECTION O
O BRACKET CONNECTION
DRAWN BY: EN.
TOM CAMPBELL d ASSOCIATES, INC.
HANDER CHANNEL
LIVE LOAD •
PATIO VER TEM F
LAPMO ER0 0186
DATE. id01/2012
SCALE: NONE
COMMERCULL AND RESIDENTIAL STRUCTURAL ENOINEERINO
MID BflANCET
to, 10 a 70 pd
HORR. WIND •
DURALUM PRODUCTS, INC.
SM ALPINE AVE. SACRAMENTO, CA 96626
REVISED BY:
RANCHO CUCAMONGA. CA (961)70-2`107
ATTACHMENTS
90,100 a 110 M9'H
(916)462-7021 TAX 40Y1619 rakaaAduraMa2eom
SHEET 9 OF 33
f
COLUMN
/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
' CUBE FTG.
18'
ALUM.7"BMCKET USE WITH
IT
20'
21'SQ.
1T
T BRACKET
POST TYPE B.C.D.OR E
16'
STEEL POST ONLY:
28' SQ.
20-
3 -SQ. POST W/
WITH
POST 8,Cp F. H.J OR K
23'
USE POST TYPE
F. G, H. J OR K
(3).&S-0 BOLTS
FOR POST TYPE J
25'
(2)812 SMS EA
3'SQ. POST SIDE OF POST OR
3• SO. POST UALLUM� BRA KEEn
),&"
28'
3r
4
30'
1/4' M.B. THROUGH
KWIK BOLTS OR EQUAL
i
1/2 DEPTH OF I
3e•
1210 BOLTS
V9
16'INSERT
POST
SEE NOTES BELOW Ugggl 0 HK -,n KW19
FOOTING OR I
40'
OONNDITIONS ER 15
x .188'
(2}1/4'0 POWERS WEDGE-
BOL OR EQWL
1T MIN. EMBD. I I
44•
69" so.
ASTM A36
BOLTS+ OR EQUAL, EACH
2 i1' EAIBEDMENr DEPTH
FOR KWIK BOLTS)
I ::
STEEL
BRACK�T TO SLAB.
.4- i I +
1j
T.O.C.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4' OR
TO CRACK= 10'
d
�.
W
ASTM A572 STEEL
(1 %' MIN. EMBEDMENT)
�
�'•' ;
rn w a
DE ITH ,
(18'0M.8.-� i' :L� ;'
3116'
SHALL BE IN
GOOD CONDITION
a FTOU� ATE
LONGSLAB
FROM END 1��L' '•
o rn m
3- SO. POST (STL.) _
OF POST ti�
Z
_
OR FLUTED
3 1/2' MIN.
SEEEE SQ�OTHG
R�
SQUARE, SEE FTG.
OR 4- SO. POST (STL.)
SCHEDULE QUAR
CONCRETE
SCHEDULE IN BEAM
INSERT
IN BEAM SPAN TABLE
FOOTING
SPAN TABLE
_ _ . ._ _ ,
PL.5/8-THK.
7
8
SQUARE POST EMBED.
T.
EXISTING SLAB _
3' SQ. POSTS TO CONC. FOOTING
INTO FOOTING
1 1r2' 8
1 111
ATTACHED
ALTERNATE FTG.
CUBE SIZE
'CURE
SQ. 18' DEEP
' CUBE FTG.
18'
18' SQ.
IT
20'
21'SQ.
1T
n'
25' SQ.
16'
24'
28' SQ.
20-
26-_
3r SO.
23'
28"
35' SO.
25'
30'
39' SO.
28'
3r
43' SO.
30'
34•
4r SO.
37
3e•
51' SQ.
34"
38'
55• SQ.
3r
40'
60' SQ.
39'
42'
64' SO.
41'
44•
69" so.
43-
3'
•CUBE FOOTING Wl v SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
BOLTS
EMBED.
23' 8 24' CUBED
(2)-1/2.0
3 1/4'
25'-30'CUBED
(4)-18'0
31/4'
31' - 34' CUBED
(4) -SVG
4'
35' - 39' CUBED
(4)-3/4'0
4 3/4'
4G' - 42" CUBED
(4),VVO
4 3/4'
NOTES: BOLTS SHALL BE HILT KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EOUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
NOTES:
1. DO NOT USE ALUM. 'f -
BRACKET WITH 3X8 BEAM
WANSERT, MAG BEAM. 4. OR
7' [-BEAMS.
2. POST TYPE E
JUSTALL WASHER PI ATE
TXX-X5)5'AT
STEEL T BRACKET,
3. POST TYPE F
DO NOT USE STEEL 'r
BRA XET W/r I -B eld.
0
ALTERNATE FREESTANDING FOOTING
WELDED STEEL BASE PLATE. 10
90 MPH
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. 9
9'SO. x&8' 1
B. C, D. F. G,&H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE
ANCHOR BOLTS (SIZE 6 TYPE)
9'x9'x 5/8"
(4}.V-0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH)
0
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL 9TRlX:TUiLLL ENGINEERING
3'-4" SQ x
T-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND EMBEDMENT
4'-0" SQ x
4'-7" SQ x
F -O" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
C37948
03/31/.,
DRAWN BY: E.N.
TOM CAMPBELL d ASSOCIATES, INC.
COLUMN
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
UPAIO EW 0195
DATE 10018812
IREVI.SIEDBY:
COMMERCIAL AND RESIDENTIAL 9TRlX:TUiLLL ENGINEERING
SURFACE MWHT
10, 20 6 30 pd
HORR. WIND "
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95828
1(918)462-7021
RANCHO CUcAAuONGA, CA (951) 7414107
AND EMBEDMENT
9o, 100 a 110 MPH
FAX 403.1519 &sIsWunlum.oam
SHEET 110 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52' .61"
GUTTER EXT. CLIP GUTTER EXT. CLIP
3.100" rySQ.
0
2.00"
1.79'
SPLICE WHERE�1
OCCURS SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
E
VIRIEMVISED
"
BEAM TYPES
HORIL MIND •
8268 ALPINE AVE.. SACRAMENTO. CA 85828
4.5•
.075
RANCHO CUCAMONGA, CA (851) 741-2107
2.5r
4.8•
TrP.
SHEET 11 OF 33
2.19'
T 2541
14"R
TYR
2.06•
ow
2.04 • iYP.
oes•
—r
TMP• 4.0000•
3.
.28"
2.r
ASTM A663 GRADE 40
.036" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H36 O
ALUM. ALLOY
ALUM. ALLOY 6063-T6
6063-T6 O O
ALUM. ALLOY
6063-T6
O
6.5" ROLLFORMED
4.5" GUTTER MAG. GUTTER
MAG BEAM
3" SQ. STEEL BEAME
NAL F
a� �
A MAX. __T
_ REC37948 .042"
WHEE SPLICE*
OCCURS 4• OCCURS 1! f-:o3r — .032'TMP. e.o•
070 .oar
TYP.
~'+ ALUM. ALLOY 3004-H36
ALUM. ALLOY 3000 H36 OR EQUAL '
ALUM. ALLOY ATB LUM. ALLOY
� ALUM. ALLOY 3004-H38 OR UAL EQJ OR EQUAL
4" I -BEAM O 7" I_BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM j 3 x 8 BEAM O
V _ j.
25• `
A B B' J MAX. 3• MAX. 3" 668222
375'
.042' .042* .042' T -12 OR 14 GA. T-0.125"
8" 7.8 5" ASTM Ansa GRADE 50 6.656'
ALUM. ALLOY 8083 -TS
ALUM. ALLOY 3004.436 ALUM. ALLOY 3001- I6
OR EQUAL OR EQUAL I 25" I �} .375'
ALUM. ALLOY 3004-138 �'�'1 2.675" �� I•1.75'�•i 1
OR EQUAL O
B BEAM 7"
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBLL3 x 8 S INSERT O STEER SRT O SPLICE/ INSERT O
E.N.
2012
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
10, 20 & 30 pd
V ER SYSTEM AS MFG. B
DURALUM PRODUCTS, INC.
UAPMO ERN 0185
E
VIRIEMVISED
COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING
BEAM TYPES
HORIL MIND •
8268 ALPINE AVE.. SACRAMENTO. CA 85828
RANCHO CUCAMONGA, CA (851) 741-2107
90. 100 6 110 MPH
(810) 462.7021 FAX403-tst9 4ab�0unhmlosn
SHEET 11 OF 33
vt 4414 x 12- S.M.S. EACH SIDE OF 3'
SO. POST (8 -TOTAL
ALTERNATE: 1/4'0 BUT W/ WASHER
EA SIDE OF 3' SO. POST
' O
u
2.36' 3- SO. POST
4-114 x 12' S.M.S. EACH SIDE OF 3'
SQ. POST(&TOTAL
ALTERNATE: 114'0 T WI WASHER
EA SIDE OF 3' SO. POST
BEAM TO POST CONNECTION DETAILS
" x 8" x .042" BEAM,
" SQ. STEEL OR
IAG BEAM.
@ 90 MPH - USE
(4)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=16
@100&110 MPH - USE
(6)-#14 SDS @ EA SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
3.00' 3' SD. POST
OR .240'
GUTTER FASCIA
MAG BEAM 3- SO. POST
3"So. STL. BEAM 13 H - BRACKET TO POST
ALUM. ALLOY 3105-1-125
1� � 50" I.._ 1.50"
.z8" 2"
[�I.018"
#8 x 2 'SMS, 2 1/2'
C)
1'1/2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
.2e" � 9n rtn
J "L
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS `
3'-0'
12 - #14 SDS
FASTENER SPACING = 3/4"
#14 x 1n' S.M.S. TOP%
8 BOTT. (2}TOT..
FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
�OPTIONAL LATTICE TUBES
AT OVERHANG
ROOF PANEL;*
q FASTENER 6 in -
TOM CAMPBELL 8 ASSOCIATES, INC.
0o GROUP
ROLLFORMED OR '
O O
EXTRUDED GUTTER
UPMO ERA 0196
r.AE: NONE
ALUM. BRACKET X
#14 S.M.S. @12'0 C.
NORIZ WIND "
FASCIA
I
2' 1" 'L' SEE TABLE
61m1z'x.oz4
RAFTER
(970)462.7031 FAX 403-1619 .tl.sQ&xMm.ccm
_c\ON LL R..
RAFTER 'TAIL" TO GUTTER 15
1 1n' SO., 2- SO.,
OR 2'x3' LATTICE
@ 3' O.C. MIN.
TO 6'O.C. MAX.
17
2"x3" LATTICE TUBE 1 LATTICE TUBE TO RAFTER
1
(4) - #14 x 3/4' TEK SCREWS
BRACKET TO RAFTER
1/2' MIN.
x
t = .040" (& 6063-T6
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
- 18
"U" BRACKET -RAFTER TO BEAM
WN Br: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
TO POST
LIVE LOAD "
10.10 d 30 Pot
PATIO ER SYSTEM MFG. BY:
DURALUM PRODUCTS, INC.
UPMO ERA 0196
r.AE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEER9VGSEMI
• ATTACHMENT
NORIZ WIND "
0309 ALPINE AVE. SACRAMENTO, CA 96830SED
I
.10N12012
By,
RANCHO CL'CAMONGA CA (961) 741-2107
90. 100 a 110 MPH
(970)462.7031 FAX 403-1619 .tl.sQ&xMm.ccm
SHEET 13 OF 33
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
I I I 1
(2)1110 S.M.S. EA.
VALLEY, TYP.
B o S m S II #12 S.M.S. II
TYP. THICKNESS = .035 (24 TOT TYP. THICKNHiSS =.035'
8.78' ---
u II o
+ �� + + ++ + + + + ++ w
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 W
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED --===I
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED SL EXTRUDED FASCIAS I -BEAM ALUM ALLOY NOTCH I•BEAM FLANGEAS NEEDED TO CLEAR
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB MAY BE USED. (8061-T8) ALTERNATE J I SO T,CONNECT WEB
STL. C -BEAM TO POOSS T Wf (2) -SIB' 0
3" TOTAL= (B} V2.0 BOLTS THRU-BOLTS @ 4- I -BEAM.
�QN A I SQ. POST @ r FeSO THRU BOLTS
O o o ��S��Y �4�BEAM TO POST CONN.
SPLICE WHERE�1 4. 2. 0" ;
OCCURS I 070" No. C37%8TMP' o o 3/31 #12 METAL BACKED,
l NEOPRENE WASHERED
TEK SCREWS @ 8.O.C.
�• MAX. STAGGER IN BEAM
ALUM. TROY FLANGE
16" 1"
E 1
4" I -BEAM 3C -S ROOF PANEL
MOMENT -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
oCCU
ALUM.ALLOY
8083-78
7" I -BEAM
w
MOMENT CSPUCE
0
j4'x3' ALUM. 'I' BM. OR
TOM CAMPBELL 8 ASSOCIATES, INC.
Tk4' ALUM.'I' BM.
AT T I -BEAM:
PATK) VER SYSTEM AS MFG. BY:
11.25*
O e
4.5"
Ll
O O
O O
AT ALL COLUMNS -
TO BRACKET
(CENTER AT COLUMN).
10, 20 6>D pet
HORIZ WIND "
SECURE TO I -BEAM
16" V
3. -0 -
REVISED BY:
MOMENT CSPUCE
0
j4'x3' ALUM. 'I' BM. OR
TOM CAMPBELL 8 ASSOCIATES, INC.
Tk4' ALUM.'I' BM.
AT T I -BEAM:
PATK) VER SYSTEM AS MFG. BY:
ADD'C' SPLICE X 18' LONG
(4}114'0 M.B. BEAM
AT ALL COLUMNS -
TO BRACKET
(CENTER AT COLUMN).
10, 20 6>D pet
HORIZ WIND "
SECURE TO I -BEAM
W/  TEK SCREWS
REVISED BY:
EQUALLY SPACED -
1' FROM ENDS.
2.3/8'0 M.B. THRU STL. T
SHEET 12 OF 33
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAp ,
PATK) VER SYSTEM AS MFG. BY:
UPMO ER10196
DATE: t0A1ROt2
SCALE: NONE
COMMERCLLL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
gpL D�NL,g
10, 20 6>D pet
HORIZ WIND "
DURALUM PRODUCTS, INC.
5259 ALPINE AVE., SACRAMENTO, CA 96825
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
90, 100 6 110 MPH
(015) 452-7021 FAX 403.018 relea*dLrmam.w,,
SHEET 12 OF 33