PAT (12-0122)Application Number: 12-00000122
Property Address: 61266 Living Stone Dr
12-0122
APN: 764-280-999=197 -300236-
Application description: PATIO COVER — RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 5107
Applicant: Architect or Engineer:
al �
i
4. VOICE (760) 777-7012
FAX (760) 777-7011
BUILDING & SAFETY. DEPARTMENT. INSPECTIONS (760) 777-7153
BUILDING PERMIT
Owner:
LOUIS RUSSELL
61266 LIVING STONE DF
LA QUINTA, CA 92253
Contractor:
LIFETIME PATIOS
PO BOX 5806
LA QUINTA, CA 92248
(760)772-0001
Lic. No.: 770843
Date: 2/08/12
U
--------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
- WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
Licens •Clas ; License No.: 770843 -
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
ate: ntractor. -
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor.
Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUILDER DECLARATION
insurance carrier and policy number are: -
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier SOUTHERN INS - Policy Number WSI O04 0134 - 01
following reason (Sec. 7031-.5, Business and Professions Code: Any city or county that requires a permit to
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
. construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the`
person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter'9 (commencing with Section 70001 of Division 3 of the Business and Professions Code) or
3 0 of the Labor Code, I shall forthwith comply with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS500).:
s
ate: :Z" Ap cant: "
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
77
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The ."
WARNING: FAILU TO SECURE WOR S' PENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PE AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS (S 100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
-
improve for the purpose of sale.).
APPLICANT ACKNOWLEDGEMENT
(_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Seo.
IMPORTANT .Application is hereby made to the Director of Building and Safety for a permit subject to the
' 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
..conditions and restrictions set forth on this application. '
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1 . Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant to any permit issued as a result of this application;
(_ 1 I am exempt under Sec. , B.&P.C. for this reason _
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
- - 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.
• -
Date: Owner: -
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 ,
CONSTRUCTION LENDING AGENCY
permit to cancellation.
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
I certify that I have read this application and state that the above information is correct. I agree to comply with all
workfor which this permit is issued (Sec. 3097, Civ. C.I. - -
•
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
.
of this un to enter upon t above-mentioned property for inspection purposes.
Lender's Name:
-
-
ate: nature (Applican t : -
' Lender's Address:
LQPERMIT
Application Number
12-00000122
Permit
PATIO COVER PERMIT
Additional desc .
Permit Fee . . . .
81.00 .Plan Check Fee
52.65 "
Issue Date
Valuation
5107
Expiration Date
8/06/12
Qty Unit Charge
Per.
Extension -
BASE FEE
45.00
4.00 9.0000
THOU BLDG 2,001-25,000
36.00
------------------------------------------- -------------------------------
Special Notes and Comments
384 S.F. OPEN LATTICE
SHADE STRUCTURE.
2010 CODES.
-----------------------------------------------------------------------
Other Fees . . . .
BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.51
Fee summary Charged Paid Credited
Due
Permit Fee Total
81.00 .00 .00
81.00
Plan Check Total
.52.65 .00 .0D
52.65 .
Other Fee Total
1.51 .00 .00
- 1.51
Grand Total
135.16 .00 00
135.16
LQPERMIT
sj
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_..
Bin #
City of La Quinta
Building 8z Safety Division
Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit,#P.O.
Project Address:' .
Owner's Name: • eil ` _:. V S
Address: -
A. P. Number:
Legal Description:
City, ST, Zip:
Coritractor: //FE%/AiJ f% 7-106
Telephone:
Project Description:
Address: �� �0X50�
City, ST, Zip: lA 0V1A)7—,4eA
�
Telephone: 76o - 77? -,o
f
_
n //�LL
State Lic. # : /J -%�Dg T 3,
City Lic. #:-..3as8
Arch., Engr., Designer:
Address:
c<,
City, ST, Zip:
Telephone:
#
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'n . Alter. Repair Demo
Name of Contact Person:
Sq. Ft.:
#Stories:
# Units:
Telephone # of Contact Person: 760 (06$ '/ 70D
Estimated Value of Project: N
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TR•ACIMG .
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
r Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'n° Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
-
Date of permit issue
School Fees
Total Permit Fees
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SEE SCHED. FOR FOOTING CUBESIZE
' OPEN LATTICE -TYPE PATIO COVER
THIS OPEN LATTICE -TYPE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
- _ . SCALE:. S._ w _
_ _MAYBE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE
STRUCTURE,
SEE SCHEDULE
' RAFTER 9EE TABLE MAX PROJ.
FOR SIZE SEE SCHE
NOTE: THIS OPEN LATTICE -TYPE STRU
AND SPACING
MAY. "OBE COVERED.
25 OFF SPAN O
LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES ---1" \\
Ro
MAX. HIM,
2511 OF.RP411'
OST CROSSSECTI
T SEE POST OETAI
l
TOM CAMPBELL 8 ASSOCIATES, INC.
Q
FFTgFCr,VO
PATIO COVER SY STEM AS MFG. BY:
POST WITH SIDE PLATES
3Lc T
SF
O PEN LATTICE
SEE DETAIL
�F
TIS q%y G
REVISED BY:
EACH COMPONENT IS INTER-
q
WT
3 12' SLAB ATTACHMENT
MAY BE USED WHERE
LE WITH ANY OTHER
SF
PERMITTED.
i� UNLESS OTHERWISE SHOWN.
q,�p�
'�F
SEE SCHEDULE
q
FOOTING WHERE REQUIRED,
FOOTING, SEE
SCHEDULE
SEE SCHED. FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN
TTICE STRUCTURE
$ r
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
+iT
NOTE:
THIS OPEN LATTICE -TYPE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
MAV NOT BE COVERED.
MAX PRGJ.
SEE SCHEDULE
Ro
MAX. HIM,
2511 OF.RP411'
OST CROSSSECTI
T SEE POST OETAI
LENGTH OF STRUCTURE VARIES
TOM CAMPBELL 8 ASSOCIATES, INC.
Q
FFTgFCr,VO
PATIO COVER SY STEM AS MFG. BY:
POST CR SSSECTION.
3 12- SLAB
SF
O PEN LATTICE
SEE POST DETAIL.
MAY BE USED
NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN
TIS q%y G
REVISED BY:
CHANGEABLE WITH ANY OTHER SFFT ° FOOTING EE
STRUCTURES
HORIZ_ WIND
90,1008110 MPH
eSE AB
SCHEDULE
COMPONTENT UNLESS OTHERWISE SHOWN.�[F /
NOTE: EACH COMPONENT IS INTER-
0
MAY USED
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
QFLc p
T1S�
FOOTING, SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
/N
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHEREGO
SEE SCHED. FOR FOOTIN001ING CUBE SIZE ,
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SY STEM AS MFG. BY:
IAPMO ERN 0195
DATE:4126/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
O PEN LATTICE
10, 20 & 30 pal
DURALUM PRODUCTS. INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951)741-2107
STRUCTURES
HORIZ_ WIND
90,1008110 MPH
8269 ALPINE AVE.. SACRAMENTO, CA 95828
(916)452-7021 FAX 403-1518 sales@duretum.com
SHEET30F 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
25'—� I— .67" T=SEE TABLE BELOW 435iiit, 40" 4T-
2
T -
2.46" 1.70" —.4q -
.40'
q"
.40'1---� 25°
1.48 -40"3.00" — 4.50° 4.50" —�— 4.50" 4.50" 10 V 40" '35"
3.00"
24.00"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI='V" PAN (SEE NOTE 1 BELOW)
L.L =
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0EXP.B
EXP.0
EXP.0
EXP.B
EXP.0
EXP.0
.018
11'-9'
10'-8"
11'-9"
9'-7"
101-8"
8'-8"
10
.024
13'-9°
12'-7"
13'-9'
11'-3"
12'-6"
10'-3"
.032
032
15'-1"
14'-6"
15'-1"
13'-0"
14'-5"
11'-9"
20'-11"
018
9.-8.
9'-8"
9'-8"
9'-7"
9'-8"
8'
20
.024
11'-6"
11'-6"
11'-6"
11'-3°
11'-6"
10'-3"
12'-10"
.032
13'-0'
13'-4"
13'-4"
13'-0'
13'-4"
15'-5"
15'-5"
.018
8'-5"
8'-5"
8-5"
8-5*
8.-5"
8'-5"
30
.024
101-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-4"
.032
11'-7"
11'-7"
11'-7"
11'-7'
11'-7'
11'-2"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
12" x 3 1/2"W PANEL
(SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
�(,t1
�I
�I
.020
14'-3"
14'-3"
14'-3"
14'-2"
14'-3"
12'-10"
.024
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
14'-1"
.032
18' 8"
18' 8"
18'-8"
18' 8"
18'-8"
17'-3"
.040
20'-11"
20'-11"
20'-11"
20'-11'
20'-11'
19'-9"
20
.020
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
.024
12'-10"
12'-10"
12'-10'
12'-10'
12'-10"
12'-10"
.032
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
.040
17'-3'
17'-3°
17'-3"
17'-3"
17'-3"
17'-3'
30
.020
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
024
11'-2'
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
.032
13' 6"
13'-6"
13'-6"
13'-6'
13'-6"
13'-6"
.040
15'-1"
15'-1'
15'-1'
15'-1"
15'-1'
15'-1"
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4126/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10.20 & 30 pet
DURALUM PRODUCTS, INC.
REVISED 8Y:
RANCHO CUCAMONGA. CA (951) 741-2107
HORIZ. WIND -
70. 908 110 MPHSHEET
8269 ALPINE AVE.. SACRAMENTO. CA 95826
(916)452-7021 FAX 4011819 esles@Ourelu"teom
4 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
2, 6.5• )FES .... 3' �.5-
' e MAX. -1 2' �---
.032- Z 1t� .024.042"`
ALUM. ALLOY 3004-H3 ~ nD. 379 r- ,� 1 .042'
OR EQUAL
ALUM. ALLOY 3004-H38 }
7k SEE NOTE BELOW, _ - OR EQUAL
i ( 2 X 6 1/2" RAFTER _t _ DBL. 2 x'6 1/2" RAFTER
L.L.= "T" a 90 MPH 100 MPH 1 0 MPH L,L,= -T" a 90 MPH 100 MPH 110 MPH L.L.
(PSF) (IN.) No EXP. a EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) v�o EXP. B EXP.0 EXP. a EXP.0 EXP. B EXP.0 (PSI
16" 12'-2" 12'-2° 12'-2° 11'-10" 11'-10" 11'-5" 16" 1T-3" 17'-3- 17'-3" 16'-8" 16'-8' 16'-1"
.024 .024
24" 9'-11' 9'-11- 9'-11" 9'-8" (9'-8- 9'-3" 24" 14'-1' 14'-1" 14'-1° 13'-7" 13'-7- 13'-2-
10
16" 16'-3" 16'-3- 16'-3" 15'-9" -15'-9- 15'-2" 16" 23'-0" 23'-0" 23'-0" 22'-3" 22'-3" 21'-6-
10 .032 10 .032
24" 13'-3" 13'-3" 13'-3" 12'-10' 12'-10" 12'-5' 24" 18'-9" 18'-9" 18'-9" 18'-2" 18'-2" 17'-6"
16° 21'4' 21'4" 21'-4" 20'-8" 20'-8" 19'-11° 16" 30'-2° 30'-2" 30'-2- 29'-3" 29'-3" 28'-2'
.042 .042
24" 17'-5- 17'-5" 17'-5" 16'-10" 16'-10° 16'-3" 24° 24'-7" 24'-7" 24'-7" 23'-10" 23'-10" 23'-0"
20
16" 9'-4" 9'-4" 9'-4- 9'-4- 9'-4" 9'-2" 16" 13'-2' 13'-2" 13'-2" 13'-2- 13'-2" 13'-0"
.024 .024
7'-7" T-7" 7-7" T-7" T-6" 24° 10'-9- 10'-9" 10'-9" 10'-9" 10',9" 10'_7"
16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-3" 16" 17'-7" 17'-7" 17'-7- 17'-7" 17'-7" 17'-4"
20 .032 20 .032
24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-0" 24" 14'4" 14'4" 14'-4" 14'4- 14'-4" 14'-2" 30
16" 16'-4" 16'4" 16'4"- 16'-4" 16'-4" 16'-1" 16" 23'-1" 23'-1" 23'-1- 23'-1' 23'-1" 22'-9-
.042rO4
24" 13'4" 13'4° 13'-4" 13'4" 13'-4' 13'-2" 24° 18'-10" 18'-10" 18'-10" 18'-10" 18'-10" 18'-7-
16" _ _ _
024 .024
24` - - - - - - 24" 8'-10" 8'-10" W-10" 8'-10' 8'-10" 8'-10"
16" 10'-3- 10'-3' 10'-3" 10'-3" 10'-3° 10'-3" 16" 14'-6" 14'-6° 14'-6- 14'-6- 14'-6" 14'-6-
30 .032 30 .032
24- 8'-4- 8-4- 8'4- 8'4- 814° 8'4" 24" 11'-10" 11'-10" 11'-101 11'-10" 11'-10° 11'-10"
16" 13'-5° 13'-5° 13'-5" 13'-5" 13'-5" 13'-5" 16" 19'-0" 19'-0" 19'-0" 19'-0- 19'-0" 19'-0'
.042 F04�2
24" 11'-0- 11'-0° 11'" 11'-0" 11'-0" 11'-0" 24° 15'-6' 15'-6" 15'-6" 15'-6" 15'-0' 15'-6"
-0
EXPOSURE B & C
3.0^ ^ 8.0'
ALUM. ALLOY 3004-H36
OR EQUAL
TRIBUTARY_.WIDT_H._TABLE
*SEE NOTE BELOW t
CLEAR SPAN
(FT.)
3 x 8" RAFTER
DATE: 4267011
SCALE: NONE
"T-
a
O.H.
6 7 1 8
9 10
11 12 13
14 15
16
17
18 1
19
20
1 21
0
3 4 _= 4_ ,
5 5
6 6 7
7 8
8
9
9 1
10
10
. 11
1'
4 5 5 j
6 6
7 7 8
8 9
9
10
10
11
11
12
2'
56 _.. 6
7 7
8 8 9
9 10
10
11
11
12
12
13
3'
- 7 7
8 8
9 9 10
10 11
11
12
12
13
13
14
4'
- - -
9 9
1 0 10 11
11 12
El2
13
13
14
14
15
5'
- - -
- -
11 11 12
12 13 1
13 1
14
14
15
1 15
1 16
EXPOSURE B & C
3.0^ ^ 8.0'
ALUM. ALLOY 3004-H36
OR EQUAL
DRAWN BY: EJJ.
*SEE NOTE BELOW t
LIVE LOAD =
_
3 x 8" RAFTER
DATE: 4267011
SCALE: NONE
"T-
a
90 MPH
100 MPH
110 MPH
(IN.)
H o
EXP. B
EXP.0
I EXP. B
I EXP.0 I
EXP. B I
EXP.0
14'-6-
16'
24'-6"
23'-5"
24'0'
22' 8"
23'-5"
21'-10'
042
.042
16°
14'-7"
14'-7-
14'-7°
14'-7-
14'-7"
24'
20'-0"
19'-1"
1 19'-7"
1 18'-6" 1
19'-1"
17'-10-
DRAWN BY: EJJ.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4267011
SCALE: NONE
16'
17'-9"
17'-9'
17'-9"
17'-9"
17'-9"
17'-7"
.042
24°
14'-6"
14'-6"
14'-6°
14'-6-
14'-6-
14'-4"
.042
16°
14'-7"
14'-7-
14'-7°
14'-7-
14'-7"
14'-7"
24°
11'-11°
11'-11"
11'-11'
11'-11"
11'-11"
11'-11"
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32° O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24° O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTION
SPA
O.H.
O
=_ h
TRIBUTARY TRIBUTARY -
WIDTH 1/2 SPAN • O.H.
:f
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: EJJ.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4267011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 8 30 pst
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
HOR17- WIND a
90, 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
FAX 4031519 seleeQduralum.eom
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10"r -3--j-2-1 MAX. HEIGHT C = 10'
3.00" SQ.
3.00"SQ. .024"*1 u
24 SMS 3.00" SQ.
.032" @24"O.C.
EA. SIDE
6.5' 3. O 5"
`ALII� .14"R "A
032° TYP. oae"STEEL
PLASTIC PLUG •28" OF OE
3" SQ. ALUM. POST MAG POST
3" SQ. ALUM. POST ALLOY
WITH SIDE PLATES OD �3" UM. - STEEL POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 5I ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00" OR
6063-T6 I--- 2.40"—.%I!
/' 1.375"
0 0 >c.; 75"
1.60"
1.5 .090" TYP.
INSTALL 1Y2" x 1Y{ x }8" HOG
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM 'T" BRACKET
q 7/16"0 HOI
FOR 3/8" N
ASTM GRADE 36 STEEL
INSTALL 1Y2" x IN x Ya' HDG
WASHER PLATE AT ANCHORS
1sT
TYP.
USE FOR 3"
POST ONLY
%2-5/16-0
STEEL "T" BRACKET
ALUM. ALLOY
6063-T6
"H" BRACKET
O=3"SQ.xt=.188"
H=3"SQ.xt=.250"
I=3"SQ.xl=.313"
J=4"SO.xt=.188"
K =4"S .xt=.250"
= t.
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
CE 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
r- (4) -SDS 25412
3" x 8" ALUM. RAFT. BRACKET �
3"x 8" ALUM. HEADER
HEADER BRACKET (7) -
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 412612011
i
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
10.208 30 pal
OURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
POST TYPES
HORIZ WIND -
90, 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
(916) 452-7021 FAX 4011519 ealesQduwtum.com
SHEET 8 OF 33]
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 150" WALL FASTENERS 078 2,•]40"
08 SEE TABLE 300'
1.50" 1 I I oc•o _ -633' 1
1O 4 WALL
FASTENERS
SEE TABLE
1.75" O
ROLLFORMED HANGER
.281"
ALUM,ALLOY
11 1 6063-T6
.OBD O
EXTRUDED HANGER CHANNEL
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
R.F. OR EXT. HANGER SEE TABLE
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X OR—/
3x ALUM. RAFTER u I
FASCIA BOARD—)EXIST. EAVES, RAFTER
ALLOWABLE PROJ. _ EXISTING EAV
SEE TABLE BELOW OVERHANG
(24" MAX.)
EXISTING EAVE CONNECTION O2
014 SMS Q PANEL
LOCKS OR #8 SMS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
AT EA CONTACT
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
3 (WHERE
ALUM.ALLOY
#14 SMS ® EA CONTACT
N 6083-T6 -
.
WALL CONNECTION
. O
ALUM.ALLOY
6063-T6
I.R. HANGERCO
T=.060" -
WALL FASTENERS
SEE TABLE
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
16" O.C. CELL AT FASTENER) OR CONC.
LL=10
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 1-1-4m,
90
A B B C D D E E F
100
A 8 B C D D E E F
110
A B B C D D I E E F
14'-2"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
14'-0"
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX.
zz
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.
w ¢
C=SDS25412 AT, EACH STUD, 16' O.C. MAX.
yNa
D=3/8"0 x 4" LAG SCREW AT EACH STUD
LLN�
'E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2" x 6"1'-6"
'F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
9'-4"
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1
EXIST. RAFTER
2xe OR tae LEDGER
. ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"
16" O.C.
V-6"
18'-8"
18,-8"
14'-2"
2'-0"
14'-0"
12'-8"
9'-7"
FULL OR
SHEET90F 33
24' O.C.
SEE aFOR ATTACHMENT NOTE: PLACE'SIKA FLEX" OR SIMILAR
14 MATERIAL BETWEEN BRACKET AND COMP.
12'-5"
11'-8"
8'-10"
2" x 6"1'-6"
2'-0"
9'-4"
7'-4"
NOTCHED
2"x6* FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11"
19'4"
-5'-7'-
14'-8"
2"x8" FULL OR
2"x10" NOTCHED
24" O.C.
2'-0"
31'-11"
31'-11"
25'-0"
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: ROL-15psf RLL=20psf
EXISTING LUMBER AT OVERHANG: #20 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10# L.L.-(2)#14 SMS EA SIDE
20#/30#L.L.-(2)f#14 SMS EA SIDE
U -BRACKET
3/4" OR 1 1/2"
2xe OR tae LEDGER
T2" x 6 1/2" OR
2 EACH 1/4'0 x 3-1/2" LAG SCREWS L.L.=10 psf .
2 EACH 7/16'0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
5" MIN. W x B" ALUM.
ER
RAFTER
(2' MIN. PENETRATION INTO
3/4" OR `11/2'
(3}t! 4z31rz'w.s.
EXISTING WOOD STUD FRAMING
APPROVED 3' OR 4'
INSUL ROOF PANEL
1 1/4"
--'-----{#14 SMS T&B
1.880"--i- AT 12" O.C.
3/16'
STEEL
114"0 HOLES,TYP.
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
v- TO DRAIN
FOR SPAN SEE ALLOWABLE
OECK/RAFTER SPAN TABLE
1
2xe OR tae LEDGER
TOM CAMPBELL 8 ASSOCIATES, INC.
2 EACH 1/4'0 x 3-1/2" LAG SCREWS L.L.=10 psf .
2 EACH 7/16'0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
LIyE LOAD a
ER
}#14x1 3/4"
(2' MIN. PENETRATION INTO
DATE:4rz8rz011
SCALE: NONE
(3}t! 4z31rz'w.s.
PATIO LAVER
EXISTING WOOD STUD)
DURALUM PRODUCTS, INC.
NOTE: USE LEDGER WHERE RAFTER SPACING
RANCHO CUCAMONOA CA (951 741-2707
i
ATTACHMENTS
HORIL WIND n
90, 1008110 MPH
EXCEEDS EXISTING STUD SPACING
SHEET90F 33
NOTE: BRACKET
SEE aFOR ATTACHMENT NOTE: PLACE'SIKA FLEX" OR SIMILAR
14 MATERIAL BETWEEN BRACKET AND COMP.
MAY BE MOUNTED
SHINGLE ROOFING TO PROVIDE SEAL
�FTER
BELOW RAFTER W/
SAME CONNECTION'S.
TO -
WALL CONNECTION O
O BRACKET CONNECTION
DRAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIyE LOAD a
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE:4rz8rz011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA CA (951 741-2707
i
ATTACHMENTS
HORIL WIND n
90, 1008110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95825
(918)452-7021 FAX 403.1519 sales®dutelum.com
SHEET90F 33
COLUMN/
POST TYPES
& SURFACE
MOUNT
AND
EMBEDMENT DETAILS
20"
21" SQ.
12"
ALUM.TBRACKET USE WITH
25" SQ.
16"
24"
28" SQ.
20"
"T" BRACKET
32" SQ.
POST TYPE B,C,D.OR E
28"
35" SQ.
STEEL POST ONLY:
30"
39" SQ.
@ 3 -SQ. POST W/
32"
STEEL.'TBRACKET USE WITH
30"
34"
USE POST TYPE
(3Y518-0 BOLTS
36"
(2}#12 SMS EA.
U.
POST TYPE B,C,D,E.F,G.H,J OR K
55" SQ.
37"
F. G. H. J OR K
FOR POST TYPE J _
39"
3"SQ. POST SIDE OF POST OR
3- SQ. POST
ALUM.'T'BRACKET:
USE (2hir8'0 HILTI
44"
I
'
43'
4 5'
114" M.B. THROUGH
' POST
KWIK BOLTS oR EQUAL
STEEL."T'BRACKET:
1n DEPTH OF
i
I I
' '
(2}1/2'0 BOLTS 1
FOR ALL OTHER
16"INSERT
SEE NOTES BELOW
USE (2}3x8.0 HIL71 KWIK
FOOTING OR
i I
CONDITIONS 5•
x .188"
(2)-1/4"0 POWERS WEDGE-
BOLTS OR EQUAL
12' MIN. EMBD.
4
ASTM A36
BOLTS+, OR EQUAL, EACH
2 W EMBEDMENT DEPTH
STEEL
BRACKET TO SLAB.
FOR KWIK BOLTS)
1 I
-'
T.O.C.
MINIMUM DISTANCE TO
+;:
EDGE OF SLAB = 4" OR
I '
w
S BASE P
TO CRACK= 10'
G
• .
W zd
ASTM A572 STEEL
(1 %4" MIN. EMBEDMENT)
a
::;t•.• ".7.'
vi a
DEDTH 4 .
(1 1/2"OM.8.
i ~L� :�•
rn
= V
3/16•
".� v /• .ry, n• , SLAB SHALL BE IN
v POURED CONCRETE
FROM END
•'" •L• •'
�'
w rn w
GOOD CONDITION
FOOTING SEE NOTE
OF POST
;tib :"
O m
3' SQ. POST (STL.) _
FOR SIZE
Z
OR FLUTED
31/2' MIN.
SEE FOOTING
POURED
SQUARE, SEE FTG.
OR 4' SQ. POST (STL)
SCHEDULE QUARE--JCONCRETE
SCHEDULE IN BEAM
INSERT
IN BEAM SPAN TABLE
FOOTING
SPAN TABLE
S EXISTING SLAB O
3" SQ. POSTS TO
CONC. FOOTING OS
SQUARE
INTO
POST EMBED.
FOOTING
9
O
PL.5/8'fH
1
11n• 6•
1 12'
ATTACHED
ALTERNATE FTG.
CUBE SIZE
I 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.
U.
38"
55" SQ.
37"
40"
60" SQ.
39"
42"
64" SQ.
41"
44"
69" SQ.
43'
' CUBE FOOTING Wl4' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23• & 24' CUBE
(2)-1n•0
3 1/4'
25•- 30' CUBE
(4)-tn•0
3 114-
31" - 34' CUBE
(4}5/8.0
4-
35' - 39• CUBE
(4}3/4'0
4 314"
40'-42'CUBE
(4)-3/4'0
43/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE,
2' X Xi' X 574' AT
STEEL 'r BRACKET,
3. POST TYPE F
DO NOT USE STEEL'1'
BRACKET W(/' I -BEAM.
WELDED STEEL BASE PLATE 10
TOM CAMPBELL & ASSOCIATES, INC.
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. 9
W SQ. x 5/8'
B, C, D; F, G, & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
9"x9"x 5/8'
(4)- 3/4'0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -19170R EQUAL
(4 314" EMBEDMENT DEPTH)
DRAWN BY., E.N.
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN O18S
DATE: 412812011.
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 8 30 p8/
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA CA (951) 741.2107
AND EMBEDMENT
HOWL WIND
90, 100 & 110 MPH
8289 ALPINE AVE., SACRAMENTO. CA 85828
FAX 483.1518 sales@duraNmcom
SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52 r 61" GUTTER EXT. CLIP I GUTTER EXT. CLIP I
1.79"
2.57"
2.08"
--
.038" R.F. GUTTER
FASCIA -ALUM. O
ALLOY 3004-H36 A
6.5" ROLLFORMED
1- 3 -I
SPIKE _T
WHERE
OCCURS 4"
070"
. TYP. __IL
ALUM.ALLOY +
6083-T8 O
F
4" I -BEAM
3°
_T
-; *-- .042"
8"
ALLOY 30038
OR EQUAL 4-HO
OR EQUAL '
3 x 8 BEAM W/ STL. INSERT
SPLICE WHERE
OCCURS
oes
TYP.
2.r -
ALUM. ALLOY
6063-T6
4.5" GUTTER
4°
ISPU WOC
ALUM.ALLOY
6063-T6
7" I -BEAM
2 8.5•
,. O. J ��yi•]�
.024"
-► �- .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
OJ
2 x 6 RAFTER
� MAX 3• ' � B. � MAX. 3° e•
.042" .042"
ALUM. ALLOY 3004-H36. ALUM. ALLOY 3004-H36
OR EQUAL OR EQUAL
-M, I DBL. 3 x 8 BEAM ON
DBL. 3 x 8 BEAM ( W/ DBL. 3 x 8 STL. INSERT
3.00" SQ.
�I1.00C'�
14"R
TYP18()
.28"
+ ASTM'A653 GRADE 40
3" SQ. STEEL,BEAMO
{
.3.0'
L� A - ' 2. 6.s
-� .042"
.032° 6.0"
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
J OR EQUAL
O`DBL. 2 x 6.5 BEAM 3 x 8 BEAM
.1 25° .
375" +
T"14 GA
7.8 5" ASTM A653 GRADE 50 6.656" T-0.125*
ALUM. ALLOY 6069.76
L
II 625" I.375"
2.875° F��' h 1.75"--I
3 x 8 BEAM O7" 1 -BEAM "C" OP
STEEL INSERT SPLICE / INSERT
SPLICE WHERE. -
SPLICE WHERE
OCCURS
I
OCCURS
4.6'
07s
4.8'TYP.
.:
10, 20 8 30 p5f
DURALUM PRODUCTS, INC.
1(916)452-7021
2.04• .085• J
- _
REVISED BY:
TYP.
HORIZ WIND "
.0000'
3.1
ALUM. ALLOY -
ALUM. ALLOY
O
6083-T6 O
C
6063-T6
SHEET 11 OF 33
MAG. GUTTER
MAG BEAM
2 8.5•
,. O. J ��yi•]�
.024"
-► �- .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
OJ
2 x 6 RAFTER
� MAX 3• ' � B. � MAX. 3° e•
.042" .042"
ALUM. ALLOY 3004-H36. ALUM. ALLOY 3004-H36
OR EQUAL OR EQUAL
-M, I DBL. 3 x 8 BEAM ON
DBL. 3 x 8 BEAM ( W/ DBL. 3 x 8 STL. INSERT
3.00" SQ.
�I1.00C'�
14"R
TYP18()
.28"
+ ASTM'A653 GRADE 40
3" SQ. STEEL,BEAMO
{
.3.0'
L� A - ' 2. 6.s
-� .042"
.032° 6.0"
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
J OR EQUAL
O`DBL. 2 x 6.5 BEAM 3 x 8 BEAM
.1 25° .
375" +
T"14 GA
7.8 5" ASTM A653 GRADE 50 6.656" T-0.125*
ALUM. ALLOY 6069.76
L
II 625" I.375"
2.875° F��' h 1.75"--I
3 x 8 BEAM O7" 1 -BEAM "C" OP
STEEL INSERT SPLICE / INSERT
DRAWN BY: E.N.
DATE:1`
� TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:,
IAPMO ERp 0195
SCALE::426/201NONE
ON
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING`
BEAM TYPES
10, 20 8 30 p5f
DURALUM PRODUCTS, INC.
1(916)452-7021
- _
REVISED BY:
RANCHO CUCAMONGq CA (9511741.2107
HORIZ WIND "
8269 ALPINE AVE., SACRAMENTO, CA 95826
90, 1008.110 MPH
FA%403-15198e1es@durelum.com
SHEET 11 OF 33
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
#10SMS II #12 S.M.S.
IS rot. ii
TYP. THICKNESS =.035' (24 TOT TYP. THICKN fSS = .035"
8.38'
II � II
+ + ++ + + :1 + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WHERE
OCCURS
ALUM. ALLOY F--16" 1.
6063-T6
4" I -BEAM 3'-0"
MOMENT CSPLICE
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
6063-T6
7" I -BEAM
C
MOMENT C•SPLICE
0
NO
(2)1110 S.M.S.Oa EA.
VALLEY.TYP.
e
R
CAMPBELL d ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
1. 5"
O
4.5"
0 0
O O
Iv
in
IE [-==I
BEAM
3
DURALUM PRODUCTS, INC.
16" 1"
X -D"
I -BEAM ALUM ALLOY
MOMENT C•SPLICE
0
NO
(2)1110 S.M.S.Oa EA.
VALLEY.TYP.
e
R
CAMPBELL d ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
Iv
in
IE [-==I
BEAM
3
DURALUM PRODUCTS, INC.
NOTCH I -BEAM FLANGE
I -BEAM ALUM ALLOY
MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AS NEEDED TO CLEAR
(606146) ALTERNATE
I
SO. POST.CONNECT WEB
STL. GBEAM
REVISED BY:
TO POST W/(2)-1/2"0
90.100 81110 MPH
THRU-BOLTS
SO. POST
BEAM TO POST CONN.
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS aQ 8°O.C.
MAX. STAGGER IN BEAM
PANEL
4'x3' ALUM. 'I' BM. OR (4)-1/4.0 M.B. BEAM
7'x4' ALUM. "1" BM. 1 ,r—TO BRACKET
2- 3/8'0 M.B. THRU STL. "T°
BRACKET TO POST.
POST, SEE SCHEDULE — —�
ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.TOM
CAMPBELL d ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4nen011
T
BEAM
10, 2"30'.,
0 8 30 psf
DURALUM PRODUCTS, INC.
IAPMO ER# 0195
SCALE: NONE
MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SPLICE DETAILS
ND
8269 ALPINE AVE., SACRAMENTO, CA 95828SHEET
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
90.100 81110 MPH
FAX 403.1578 ealea@duralum.mm
12 OF 33
R
- BEAM TO POST -,CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA - - • -
•
(WOOD. ALUM. OR HARDBORD) -
+=, 3'x-8" x.042" BEAM,
�Jf f 3" SQ. STEEL OR -
_ • • MAG BEAM.,
2-#14 x ,112• S.M.S. EACH SIDE OF 3' . `, - ' :. - N -+
S0. POST 4 -TOTAL , L '
ALTERNAT�' 1/4'0
(4-TOTAL)
W/ WASHER .. 7
EA. SIDE OF 3• SO. POST ,
"L" FASTENERS -
1'-0"
4 - #14 SDS
•2'-0"
6-#14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING = 3/4"
,• ;t1 ..
FASTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS -SEE TABLE
OPTIONAL LATTICE TUBES '
#14 X'1/2- S.M.S. TOP • `, AT.OVERHANG -
+ - ,'may ,t }. r t & BOTT. (2) -TOT. 3 • �` ,
75 0
+ S 1 50 ` ROOF PANEL o o ' o FASTENER, e tl2• ,
3•so.Posr (4}#14 SDS @ EA. SIDE _ oo GROUP
2.35' ; .l ROLLFORMED OR o o `
TOP 8 BOTT. TOT:=16 ..
• ' - .. � - - EXTRUDED GUTTER
w 1 " ALUM. BRACKET X
#14 S.M.S. 012"O.C. .. .}
2.414 x 1/2' S.M.S. EACH SIDE OF 3' FASCIA, • ° _
. SO. POST (4 -TOTAL) - • •. L ' i' + 7s. 'f .
ALTERNATE• va•0 BOLT W/ WASHER
IDE OF 3 .. •-+, •L• SEE TABLE
SD. POST
EA S' • i ,
. ~ 8 1 P2"x2"x.024
+ > RAFTER
3" X 3" ALUM. OR.
STEEL POST
lW 3•30'PO - Y ,, * :fQ . RAFTER "TAIL" TO GUTTER .
GUTTER FASCIA . O� -
MAG BEAM . 3• SO. POST.
3"SQ. STL. BEAM } 13 14 ~ FJD. *4r- 3.125" FOR 3 x RAFTER
' H.-rBRACKET TO POST j _% 2.125'm FOR 2 x
ALUM. ALLOY 3105-H25
1y 5I 0I . 1;50" } t = .040" @ 6063-T6 . .
. 1 1/2' SO.. -2- SQ.,
I ,018' * • ,� - OR 210" LATTICE
#8 x 2 "SMS, 2,1/2' @ 3" O.C. MIN.
OR 3 1/2", TYP. UP TO WO.C. MAX. • (4)' #14 x 3/4" TEK SCREWS 13 '
�' P2 - "� BRACKET TO RAFTER
O
(1'1/2'• SQ. OR 2" LATTICE TUBE �- ' .11/2" MIN.
ALUM. ALLAFTE
OY 3105-H25' RR f •; _ yrt r,� ;r ��, ' L� ` ` ° i
_ .28"3+1 211
" •018„ - 1 750' y N
.. (4) - #14 k'3/4' TEK SCREWS OR (6) #10 x 3/4" TEK"SCREWS
BRACKET TO BEAM
2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER 17- "U" BRACKET =RAFTER TO BEAM �18
mi
DRAWN BY: E.N. 1" , ,,
-
- TOM CAMPBELL 8'ASSOCIATES, INC.
;
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY: -
-
- IAPMO ER# 0195
,.
DATE:4/28@011
SCALE: NONE - _
COMMERCIAL AND RESIDENTIAL STRUCTURAL
BEAM TO POST
ATTACHMENT
10, 20 & 30 psf
HORIZ. WIND - . -
DURALUM PRODUCTS, INC. -
8289 ALPINE AVE.. SACRAMENTO, CA 95828
-
•
REVISED BY:. •�
. RANCHO CUCAMONGA. CA (951) 741-2107
-
..90, 100 & 110 MPH
(918) 452-7021 FAx 40Y1619 seles(o�duralu"tcortl
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION
/BEAM SPLICE TO
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFIEP
BOLT CONNECTIO �r^^._
ALTERNATE:
4-#14 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
4.1+16'
3"x 3"STL.POST (24") ° ALTERNATE:
INSERT ATTACHED
OR R(2}2x6.5° OR
Mx 3 3"STL.POST COLUMN (2)-3"x8"HEADER
R FREESTANDING
(2)-1 /2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
/---LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2° BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
- ALTERNATE:
(2}x6
2.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) -1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS of AC%Af Ic IAfCIMM
r— "tea PER SIDE
.5" #14 SMS MAY
rl BE USE AS
NO 3x64$ Vii) 3.5"„ 3.5"
ALTERNATE TO
/ 1/4"0 BOLTS
3.5" 3.5"
8" BEAM
o OR o
6-#14 SMS ol
EACH SIDE I I 6 1/2" SIDEPLATE EA.
I i
#14 SMS EA. SIDE SIDE SEE POST SCHED.
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 21
POST SCHEDULE
1�3" SQ. x.032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032"
W/ (6)-#14 S.M.S. EACH SIDE. � W/ (6}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
EXISTING
"-6 Y2°x0.024"
UMINUM MEMBER
TH WOOD FILL OR
:6" NOMINAL LEDGER
°W OR EXISTING)
SIMPSON SDS25600
EXISTING
Z 1' STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER
ATTACHMENT DETAIL 22
DBL. 3"X8"X.042 BEAM
OR DBL. 2"X6.5"X.032" BEAM
%— 5/8" 0 ACCESS HOLES
INSTALL 6 - #14 X Y4-
3" SQ. POST LONG SDS Q EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 412612011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
CONNECTIONS
HORIZ. WIND "
00. 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 14 OF 33
(916) 452.7021 FAX 4031519 sales®durelum.com
'`OR:LESS~'EXP:"
- 10#''L.L. 0-00-MPH-FREE STAND.& ATTACHED OPEN-LATTICE'PATIOS-12B& C .
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE«�h$ - #
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
�Q
SELECTED BEAM. ij.�4.] � _ ���j j , •. ' • � '
/•fid 2 .,(•- `,�1 _ ,.
+' No. 3794• � �*�i
FOOTNOTE: "SAMPLE" -
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE, B 4'
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
t - y
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING _
ow+wN BY: E.N.
3" SQ. STEEL BEAM 'D 3"x8"x.042"BEAM J ` DBL.2"x6.5"x. 32"BEAM. 3"x8"•BEAM w/INSERT r DBL: 3"x8".BEAM --
LATnCE
i_
•-
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
>-
ng
'MAX.COL.
S' FREESTAND ATT. FREESTAND ATT. MAX.POST MAXPOST FREESTAND ATT. FREESTAND 'ATT. ,FREESTAND ATTACHED
MAX.PO' - MAX.POST• MAX.POST POST
~
o
m -
SPACING
SPACING ^ SPACINGMAX
SPACING MIN SPACING MIN.. MIN. SPACING' MIN. SPACING MIN. MIN.
FTG. FTG. FTG• FTG. FOR DBL. FOR 3" x 8" FTG• FTG' FTG. FTG' ' FTG.. FTG.
m
3
I- •
ON SLAB*
(SPAN) POST (SPAN)' POST, POST (SPAN) POST - (SPAN)' POST POST.
(IN.) (IN.) (IN.) (IN.) 2"x6.5"x.032" BEAM (IN.) (IN.) (IN.) (IN.) (IN.) `TYPE (IN.)
8269 ALPINE AVE. SACRAMENTO. CA 95826
FAX 403-1519 salea®Aurelumoom
SHEET 27 OF 33
TYPE .TYPE TYPE TYPE TYPE
4;
1 T-0 „
12'-0" "
30
G
15' 19'-7"
-
34
G
17 • 13'-4" - 13'-10"
'
31
- G '
16 25'-5".
37
G G.
19 36'-0"
40
G
21
B
4,y
11'-6,.
16 18'-6,.
19 11'-0" :13'-1 •.
17 24'-0"
21 34'-0"
`
24
5
13'-7"
11'-2" '
30
G
15 17'-6"
33
G
18 - 11'-11" 12'-5"
31
16 22'-9"
G
20 32'-2"
39.`
G
22 B
,,
10'•9"
17 '� 16'-6"
'
20 s'-10" 11'-8"
G
18 21'-6"
-36
22 30'-5"
25 E
5
6'
6'
11.-4"
10'-6"
29
(�
16 16'-0'* ---
33
G
19 10'-10" 11'-4"
-30
G
17 20'-9"
35
G..
20 29'•4"
38
G
-
23 ., B-
6�
. ..
10 -1
18 15'-1"
21 9'•0" 10'-8"
19 19'-7"
23 2T-9"
26 E -
7
"
9_g----7:9'-7-129
9'-11"
G
17 14'-10"
32
G
19' 10'-1" 10'-6"•'
29
G�
17 19'-3"
G
21' 27'-2"
-G
23 B
,'
7.
19 14'-0..
21 s'-4" 9'-11"
19 -18'-2"
.34
23 25'-8"
.38.
26 E
8..
8'-6" ..00"
28
G
17 13'-1
31.
G
20 9'_5„ 9'-9" -
29
G ,
17 18'-0"
34
G
21 25'-5"
,.37
G
24 = - B
8�.
19 13'-1"
22 7'-9" 9'-3".
19 17'-0"
24 24'-0"
'.27
_. E9'T-7"
28
G
17 13'-1"
31
G
20' 8'-10" 9'3"
2S
G
18 17'-0"
33
G
22 24'-0"
36
G
24 E
20 12'-4"
22 7 -4" 8._g,.
20 16'-0"
24 22'-8"
279'10'•
6'-9"
29
G
18 12'-5"
31
G '
20 8'-5" 8'-9"
29
G
18 16'-1 "
33
G
22 ' 22'-9"
36
G
25 - E
10'.
•
.
20 11'-s"
23 T-0" 8'-3"
20 15'-2"
25 21'-6"
'
28 _ F'_
1.1
6'-2"
8'-7"
.
H
18 11'-10"
.30
H '
21 8'-0" 8'-4" -
30.
'.H
18 15'4"
' H
23 21' 8"
35
'H
25 E
,
11
g'-1"
.30
20 11'-2•.
23 6'-8" T-11,.
21 14'-6"
,32
25 20'x"
.
28 F .
12'
5'4"' "
8'-3"
30
H
19 11'-4"
30
H
21 7'-8" 8'-0" `
30
' H
19 14'-8"
32
H
23 20'-9" -
35
H
26 E
T-9"
_
-
21 10'_8"
23 6'-4" T-7"
, 21 13'-10"
26 19'-7"
29 F
12'
13
,,
5'-2".
7'-11"
31
H
19 10`-10"
31
H.
21 7'-5" 7'-8"
31
!,
H
19 14' 1"
32
H
23 19' 11"
35„
H -_
26 • E
'
,
T-6"
21 10'-3"
24 6'-1" T-3"
21 13'-4"
-
26 18'-10"
.
.
29
14
"
T-7"
32
19 10'-6"
H.-
21 T-0" T-5"
32
H
19 13' 7"
32
23 19' 3"
34
H
26 E
.4:10"
_- T-2„
.H
21 9'-11"
;32
24 5'-11„ •7,_p.•
21 12'-1 o„
.H
28 18'-2"
29 F
14;
15
4'-6
7'-4"
32.
H _
19 ' 10'-1 "
32
H
22 6'-6" T-2"
32.-
H
19 13'-2"
' 32
H
24 18'-7 ,
34
H
27 E
15'
6'-11„
.,
. 22 g,_6"
24 5'-8't 6'-9"
22 -12'-5..
27 17,_6"
gp F .
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE«�h$ - #
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
�Q
SELECTED BEAM. ij.�4.] � _ ���j j , •. ' • � '
/•fid 2 .,(•- `,�1 _ ,.
+' No. 3794• � �*�i
FOOTNOTE: "SAMPLE" -
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE, B 4'
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
t - y
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING _
ow+wN BY: E.N.
TOM CAMPBELL B ASSOCIATES. INC.
LATnCE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
-
IAPMO ER# 0195 • '• •
OATE:4r2=011, , •
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING •
10. 20 8 30 psf .
DURALUM PRODUCTS, INC. ,
'
REVISED BY:
RANCHO CUCAMONGA . CA (051) 741-2107
AND ATTACHED
10 p LL. 100 MPH
HORIZ WIND =
'SO. 100& 110 MPH '1(916)452-7021
8269 ALPINE AVE. SACRAMENTO. CA 95826
FAX 403-1519 salea®Aurelumoom
SHEET 27 OF 33
10# L.L. 110 MPH FREESTAND-& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
>-3"
TOM CAMPBELL & ASSOCIATES, INC.
SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAM
w/INSERT
DBL.
3"x8" BEAM
REVISED BY:
RANCHO CUCAMONOA, CA (857) 741-2107
OR 3"x8"BEAM
HORIZ. WINO -
6269 ALPINE AVE, SACRAMENTO, CA 95826
I
EACH w/
A 3"x8" STL.
INSERT
>
90, 100 & 110 MPH
(916) 452-7021 FAX 403.1519 salesQdunllum.com
SHEET 28 OF 33
FREESTAND
FREESTAND
� o
MAX.COL.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT: MAX.POST MAX.POST
ATT.
*ATT.
a x
SPACING
SPACING
SPACING
SPACING SPACING
MAX.POST
MAX.POST
FREESTAND
ATTACHED
H H
>p
FTG.
(IN.)
PAST
FTG.
MINP06
FTG.
MIN.
FTG
MIN.
FTG
MIN,
FTG MIN.
F
ON SLAB*
(SPAN)
FTG. (SPAN)
)
FTG. FOR DBL. FOR 3" x 8"
FTG SPACING
(SPAN)
FTG SPACING
m
TYPE
(IN')
(IN')
TYPE
(IN.) 2"x6.5"x.032" BEAM
(IN.)
TYPE
(IN•)
(IN,)
(IN) (SPAN)
(IN,)
(IN')
4'
17'-0""31
G
16 19'-1"
18 17'-10"
36
H
18 12'-1" 13' 6"
33
H
16 24'-10"
38
TPOSTYPE
20 35'-1"
TPOST YPE
TPC
YPE
23
9'10"12'-7"18
2'-2"H
23 32'-9"
42
H
25 B
4'
5'
13'-7"
31
G16
17'-1"
35
� {
19 10'-10" 12'-1"
32
'
17 22'-2"
21 31'-4"
24 B5"
18 15'-11"
22 8'-10" 11'-3"
1920'"H
37
24 29'-3"41H
26 E6'
11'-4"
0,
30
(�
719 15-714'-6"
34
H
222 9'-10"8-1 11'-0"10'-3,
31
H
1820 20'18'-11"37
2 28
2427 B
H
24 2g9"40
H
E
6,
7'
9'-8"
18'-8--
30
G
18 14'-5"
20 13'-5"33
H
20 9'-2" 10'-2"
23 7'-5"9'-6"
30
i
18 18'-9"
36
H
22 26'-6"
39
H
25 B"
1813'-6"
20 17'-6"
25 24'-9"
28 E
7'
8'
8'-6„30
G
20 12'-7"
33
H
21 8'-7" 9'-6"
23 7'-0"
30
H
18 17'-6"35
23 24-1025
38
H
g1"
9'
T-7„"
30
G
121 12'-9'"32
8'-11"
2124 8'-1" 9'-0^
H
21 16'-4"H
1 16'-65
35
25 23'-2"
2326 23'21'-10"
298'
2629 EF
6-7 8' S"30
21 5
H
38
H
9,112'-1"
8'_2..
31
G
21 11'-3"
32
H
21 T 8" 8'-6"
31
H
15'8"
19 15'-8"
34
H
24 22'-2"
26 E
24 6'-3" 8'-0"
22 14'-8"
26 20'-8"
37
H
30 F
10'
8'-4"
7'-10"
31
t _I
19 11'-6"
22 10'-9"
31
H
22 T Y 8'-2"
31
H
19 14'-11"
34
H
24 21'-2"
27 E
24 5'-11" 7'-7"
22 13'-11"
27 19'-9"
37
H
3o
12'
5'-8"
8 -0"7 -6"
32
H
222 11'-010
32
H
2225 7'-0" 7,_9„
32
H
2022 1 q'-43.�.,
33
H
24 20'-3"
27 E
-3"
5.8 7,_3„
27 18'-11"
37
H
31 F
12'
13'
5'-2"
7'-8"
7'-2"
33
H
20 10'-7"
23 9'-10"
33
22 6'-8" 7'-6"
33
20 13'-9"
33
25 19'-5^
28 E
-23
25 5'-6" 7'-0"
22 12'-10"
`�
28 18'-2"
36
J
31 F
13-
T-5- "
33
H
223 10'-2"9,-6„
33
J
6'-5- 7 -3"
33
J
2 13
33
J
2 18'-9"7.6"
2831I�F
5 5'-3" 6,-9"
43 2,�„
28
36
J
H4'T-2"
6,
34
{
21 9'-10"
34
J
23 6'-3" 7'-0"
34
20 12'-10"
25 18'-1"
28
5"
23 9'-2"
26 5'_1" 6, 6"
`�
23 11'-11..
34
J
28 16'
.35
jg2F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
�;4LOSSt
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE r�
n
SELECTED BEAM. 6. t. A. L!�
NOTE:
FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B —a
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
ORAWN BY: E.N.
OATS:1
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE SPACING TABLE
PO
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE:: NONE
ONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 30 psf
1
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA, CA (857) 741-2107
AND ATTACHED
HORIZ. WINO -
6269 ALPINE AVE, SACRAMENTO, CA 95826
I
10 # LL 110 MPH
90, 100 & 110 MPH
(916) 452-7021 FAX 403.1519 salesQdunllum.com
SHEET 28 OF 33