10-0642 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
1-1.10 260-00 0642
Property Address:
61225 CACTUS SPRING DR
APN:
764-280-999-154 -300235-
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
MEDIUM HIGH DENSITY RES
Application valuation:
2607
Tiht 4 4 Q"
Applicant: _ Architect or Engineer:
a)lu
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
1 hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with
Section7000 of Division 3 of the Business and Professionals Code, and my License is in full force and e
License lass B License No.: 483069
elDae: Contractor '
WNE UILDER DEC ION i -
I hereby affirm under penalty of perjury th�Iam a pt from the Contractor's Stat nse Law for thfollowing reason (Sec. 7031.5, Business assions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repy structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he s 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 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 (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.).
1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I 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:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/14/10
Owner:
RUDOLPH ED
61225 CACTUS SPRINGS
LA QUINTA, CA -92253
(
Contractor:
OUTBACK PATIO1 UNROO IN
6260 RIVERCRES
RIVERSIDE, CA. 07
(951) 697-0158 JuL 15 2010
Lic. No.: 4830 .
----------------------------7------------------
WORKER'S COMPENSATION DECLARATION
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
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier ULLICO CAS CO Policy Number UWPA48000002410
I certify that, in the performance of the work for which this permit is issued, I shall not employ yn
person in any manner so as to become subject to the workers' compensation laws of Cali
nd agree that, if I should becom 'ect to the workers' compens on provisions of ti
7//00 of the Labor Code, I f with co ly with those pro,
ro ' ions.
'Date: 9 Applicant:
WARNI G: F LURE TO SECURE WORKERS' CO ENSATION COVE EIS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENA ES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TOT COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, I REST,,AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby mL—et. 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 sub'
permit to cancellation.
certify that I have read this application and state that the above information is correct. I agr to com ith
city and c unt ordinances and state laws relating to building constr and hereby au rize re tati
of this co ty o enter upon the above-mentioned property f pecti purposes.
Date: Signature (Applicant or
Application Number . . . . 10-00000642
Permit . .
. PATIO COVER PERMIT
Additional desc
Permit Fee . . .
. 54.00 Plan Check
Fee
35.10
Issue Date . . .
. Valuation
. . .
. 2607
Expiration Date
1/10/11
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
7LN FT X 28 LN FT
ATTACHED'LATTICE PATIO
COVER PER -APPROVED PLANS & 2007CBC,2006"-"`
IBC.
----------------------------------------------------------------------------
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
LQPERMIT
S
I
D
E
P
.R
0
E
R
T
Y
L
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OUTBACK PATIO & SUNROOMS, INC.
J
REAR PROPERTY LINE
www.outbackpatios.com
(800) 37 -PAT 10
(951) 697-0158
pwP zo LAf('ICE
• MATERIAL—ALUMINUM
• COLOR — GAMFlo
• EXISTING DRAINAGE
WILL NOT BE ALTERED.
FRONT PROPERTY LINE
2'1
PAi�lo 7
2'1
NAME (Lv ao'LPH PHONE (
SITE ADDRESS 6122S CACTus 5 P(L►rIG D�.
1-A Q u i N TA . GA "t ZZ -S 3
0
D
E
P
R
0
E
R
T
Y
L
I
N
E
0
Bin #
Qty Of >a QUinta
Building 8T Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: 67i �
Owner's Name: v �p
A. P. Number:
Address: b 1225 (,c.
Legal Description: S%
City, ST, Zip: C 4 �� '�''i A 92 Z
Contractor: v
Address: G 10 R� y , (i
Telephone: `' '' h `?
Project Description: 04
City, ST, Zip: 9.1 W5-h,
1Yl?'fc,Couee
Telephone: 97'Mfv�
ae<; �yjf .;>>✓,. M11-111...
State Lic. # : 0
City Lic. #;
Arch., Engr., Designer:
Address:
-
City,-&T,-Zip-
&T, Zip:hone:
Tele
Telephone:
P
Construction Type: Occupancy:
State Lic. #:
ect type circle one w Add'n Alter Repair Demo
Name of Contact Person: ��0 ,�� (
Sq. Ft : 9
# s4es:
F units:
Telephone # of Con
Value of
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING PERMIT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance.
Title 24 Cafes.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
211 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:-
''' Review, ready for correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
I�
i
Total Permit Fees
LATTICE TUBES
REQUIRED E 36'
O.C. MAXIMUM
ALUMINUM RAFTER
3S' CONCRETE
SLAB REQUIRED FOR
CONSTRAINED FOOTINGS
FREESTANDING LATTICE COVER
0.042'43'x8' ALUMINUM BEAM
14 OR 16 CA BY 3'XB' STEEL C -BEAM
DOUBLE 0.0327XV6.5' ALUMINUM BEAM
DOUBLE 0.042-x3'XB- ALUMINUM BEAM
LATTICE TUBES
REQUIRED @ 36'
O.C_ MAXIMUM
14 OR 16 W BY 3'X8' STEEL C -BEAM
DOUBLE 0.032'%2'X6.5' ALUMINUM BEAN
DOUBLE OD42-x3'X8' AWMWUM BEAM
TRIBUTARY WIDTH
ALL HEADERS MAY
OVERHANG 25% OF
POST SPACING
MAXIMUM HEIGHT FOR PATIO COVERS IS 12'.
MAXIMUM HEIGHT FOR CARPORTS IS 18'.
TRIBUTARY WIDTH
f
FREESTANDING MULTISPAN
LATTICE COVER
I
A SIDEPLATES
..2;f..3...4_ .6
JL
28 REQUIRED IF
•- TABLE22
LA36
OR SELF DRILLING SCREWS
OVER-
SEE TABLE FOR QUANTITY
T_RIMHA_RYWIDT_HSFO_R_S_INGLESPA _NATTACH_EDSTRUCTURES
ATTACH PER
DETAIL LA33TUD,
HANG
C HEADER
91-110
PROJECTION OF SINGLE SPANSTUCTURES (FT)
Double 2x6 10 _`• 16' a8 all
0.042'k3"x8" T_ td 14' all
mph
;Cubk Foo Si- 'd' IbII
9'
10' 11' ; 12' 13' 14' i 15' 16'
1T
1S
(FI)
SCREWS O 24' OC
4'
4.5'
5' 5.5' .6' 6.5' 7' 1 7.5' 8' _
. _ .... .-
`
8.5'
-
9r
1.C__
4.5
5'
55' 6' 65' 7' 7.5' 8' 85'
9'
9.5'
7
5'
5.5'
6' 6.5' 7' 7.6 8' 8.5' 9'
9.5'
10'
3
5.5' ,
6
63' 7' 75' 8 8.5' ' 9' 9S'
10
:10.5'.
FREESTANDING MULTISPAN
LATTICE COVER
I
A SIDEPLATES
..2;f..3...4_ .6
JL
28 REQUIRED IF
1as3/a" SHEET METAL
LA36
OR SELF DRILLING SCREWS
rIS NOT USED
/IS
vvv3X8
SEE TABLE FOR QUANTITY
STEEL
ATTACH PER
DETAIL LA33TUD,
sof sid s s s, zos
C HEADER
91-110
io
Double 2x6 10 _`• 16' a8 all
0.042'k3"x8" T_ td 14' all
mph
;Cubk Foo Si- 'd' IbII
1 i
0.042
xb u 2s 31 >,
O
OCF00
ALUM BRACKET FOR 3 -
SCREWS O 24' OC
SQUARE POSTS (606376) OR
0z��
HEAVY DUTY BRACKET FOR
3X3
CLOVERLEAF POSTS
STEEL
VTVD
(Fy = 36 Nsi STEEL)
POST
3/8" BOLTS
ALUM SIDEPLATE
OR EIGHT 014 SMS
PERMANENTLY FLEXIBLEa
DOOUBLHEADER
L
25 0.5' rein-+f
-
AL
n10 SNS t32 PLCS)
1' MIN
e °
ALUM HEADER
MAINTAIN MIN SPACING DF
(8 PLCS)
o °
OR OTHER
0.5' BETVEEN SCREWS
NON-STRUCTURAL
5,500
HEADER
°
SPLICE LINE
°
10 PSF AND 12' FDR'20 PSF
STUCCO ATTACHMENT DETAIL
1.000
0D5§- ALUM POST
OR 0.043'X3'X3' STEEL
'LOCKSEAM POST
SPLICES NOT ALLOWED FOR
DOUBLE 2X6.5' HEADERS UNLESS
DETAIL LA36 IS USED
DOUBLE
HEADER SPLICE
I
0.042'X3%8 OR -
614 SMS
'•
0.0327x2'x6.V DBL
ALUM HEADER' j__i•
•>(B PLCS)
OSS'%3'%3'
FLUTED ALUM
P
POST
LA �08 SNS
127
ALUM RAFTER
LATTICE
TUBE TWD 08 SMS
HEADER
SEE TABLE BELOW FOR
NUMBER AND SIZE OF
SCREWS. ALL STEEL
C BEAMS USE .TWO 614 SDS
' No. of 085crews .
..2;f..3...4_ .6
Speed : t (in) Meader Allowable Trb Width
Up to 90
0.032
Double 2x6 16 ' all : all all
m_Ph
0.042
0.042"%3x8' w_: - all all
ATTACH PER
DETAIL LA33TUD,
0.042
Double 3x8 all an all all
91-110
0.032
Double 2x6 10 _`• 16' a8 all
0.042'k3"x8" T_ td 14' all
mph
0.042
1 i
0.042
_A
Double 3x6 14' 28 all all
10 J %ISEEE
3'X3' ALUM
TABLE 75
a WAPROOF SEALANT
-75'
R FASTENER
ATTICE
U
ACING
ATTACH PER
DETAIL LA33TUD,
414 SMS
CONCRETE
•
0
R MASONRY
(24 PLCS)
POST
1 i
ALALL
O
OCF00
RAFTER
SCREWS O 24' OC
014 SMS E
0z��
i
1/4' LAG
24' OC
0.024"%2'x6.5"
SCREW
COMPLETELY SEAL VAIN
PERMANENTLY FLEMBLE a
WATERPROOF SEALANT
LEDGER AND WALL ATTACHMENT
LA
24
3'X3' ALUM
.75
MIN MIN
MEN
a WAPROOF SEALANT
-75'
2'X6".DF LEDGER
ATTICE
U
HEADER
STUD
414 SMS
•
0
TWO 3/8' LAG SCREWS O
(24 PLCS)
POST
1 i
IV DC OR THREE 3/8' LAG
O
OCF00
SCREWS O 24' OC
014 SMS E
0z��
i
24' OC
0.024"%2'x6.5"
,
COMPLETELY SEAL WITH
ALUM SIDEPLATE
PERMANENTLY FLEXIBLEa
.I
SPLICE ATTACHMENT
WATERPROOF SEALANT
f r 4'
SINGLE 0.042-X3X8 6-
1' MIN
614 SMS
ALUM HEADER
SYNTHETIC STUCCO
(8 PLCS)
• I I
3 X3
POST 014 SMS @
0.024'.2'.6,5'0.024'.2'.6,5'24. OC
ALUM SIDEPLATE / I ]IF
L A 1/4' BOLTS ASTM A307 W/ 05'
6 STEEL WASHERS
I
4.25'
STEEL
POST
DOUBLE OR SINGLE 3'x8' STEEL C BEAM.
BOLT LAYOUT USE FOUR BOLTS FOR
FOOTINGS UP TO d -42 -
DOUBLE 3x8
0.625' MIN-q--�-STEEL C BEAM
1.000 ° e BOL1/4- 6,000
HEADER ° ° (12 PLCS)
° e
SPLICE LINE o 0
0.043'X3'X3' STEEL
LOCKSEAM POST
DOUBLE STEEL 'C' SPLICE
L9
3'X3' ALUM
31
a WAPROOF SEALANT
RAFTER
2'X6".DF LEDGER
ATTICE
U
HEADER
STUD
10 OR n14 SMS
LA
SEAL WITH PERMANENTLY FLEXIBLE
31
a WAPROOF SEALANT
C
2'X6".DF LEDGER
2' x 4
U
BOARD
STUD
1 OF 4
.�
0
TWO 3/8' LAG SCREWS O
OIMMOMMj
Opti`
W Z` C) 1
IV DC OR THREE 3/8' LAG
O
OCF00
SCREWS O 24' OC
13' MIN
0z��
W
Z yvv
COMPLETELY SEAL WITH
t11Z�X
.
PERMANENTLY FLEXIBLEa
.I
WATERPROOF SEALANT
r 325'
1' MIN
MIN
SYNTHETIC STUCCO
OR OTHER
NON-STRUCTURAL
SHEATHING
COVERING (1' MAX.
THICK)
MAX DISTANCE TO FIRST
ROV OF POSTS 13 23' FOR
10 PSF AND 12' FDR'20 PSF
STUCCO ATTACHMENT DETAIL
WITH LEDGER BOARD
Revisions l
Lc
CMP
Owc11 By
CMP
C
Fdenome
LATTICE. QUICK REF.DWG
U
poge I
1 OF 4
0
co'=
OIMMOMMj
Opti`
W Z` C) 1
O
OCF00
0z��
W
Z yvv
t11Z�X
.
im
JU"3 2009
=-IAPM0 ER # 114-'
F44
l Putnam, P. E1 IVYLINK PLACE
CHBURG, VA 24503
LPUTNAM@COMCASTNET
Drown BY
CMP
Owc11 By
CMP
Dota 11/13/2007
Fdenome
LATTICE. QUICK REF.DWG
Scale NTS
poge I
1 OF 4
E
a-
0%
Do
cu
OD
OD
LA EXISTING VOOD FRAMING MIN.
32 2'x_, 24' O.C., D.F. LARCH.
SIMPSON A34 ANCHOR
EACH RAFTER OR TRUSS
CONTINUOUS 2'x FASCIA
BOARD
ATTACHED RAFTER
_.L.
EAVE
OVERHANG
PnST
solid cows Wind
Live/Snow Load
RAFTER
MAX DISTANCE TO FIRST ROW OF POSTS "L"
solid cows Wind
SIZE
EAVE OVERHANG
Wind Speed (mph)
(24" OIC)
12" 18" 2d" 30" 36"
10 PSI
2x4
15'-8"
8'-11"
63'
7-6'
0'-2"
105 MPH Exp C
2x6
22'
22'
17-4"
13'$"
16-5"
110 MPH Exp B
2x8
22
22'
22'-0'
221-0'
0.032"
10 Ps!
2x4
11'-2'
6-7"
4'-1'
2'-4"
U-2"
110 MPH Exp C
_._ ..
2x6
27-U
22'-0'
16-1"
10'-1"
T-7'
POST`
2x8
2Z.0
2Z-9
22-a
22'-0'
274Y
20 psf
2x4
E'-6"
4'-9"
Z-'
1=3"
(7-1^
110 mph Exp C
2x6
'12-4
12 4
9 8'
5=10"
4=9
21
2x8
12'4
is '4
i2 a'
1z�
ii'.6"
Exposure C
3"x3' Rafter @6 O/C
LA
34 DETAIL LA24, LA25 OR LA26
(SINGLE AND
MULTISPA
Ground
Alurninurn
Wind Speed (mph)
Snow Load
Guage
(Psf)
(n)
Lip to 90 91-110
LIP to 10
0.024"
13-3'
13'3"
LIVE
0.032"
1S3"
1S3'
I-etrlcc-o-n-unsTTc'acrlrilr¢
0 040"
16-5"
16'-5"
11-20
0.024"
9-1"
F-1
WE
0.032"
1Z-1"
12-1"
Max
0.040"
134"
13'-0'
MAX
TABLE 1.5
C
LA
33
DOD LEDGER OR STUD
LA
34 DETAIL LA24, LA25 OR LA26
d F :r. `: _
ti :.-•. >.-._
":'�""
`� S �' "-'' ''•?'
ALUMINUM RAFTER
REQUIRED WITH THIS DETAIL
9,
C1
'FOR 10 PSF: Two #10.2'
'
Alum 0.040"x3"x3" Lockseam
SCREWS FOR 19' CLEARSPANS
RODS (REBAR)
EMBEDDED 9" DP
Alum 0.055"x3"x3" Fluted
FOR 20 PSF: TWO #10x2"
1 D
Alum 0.120N3'k3" Square
SCREWS FOR 10' CLEARSPANS
Multispan Units
Steel 0.043'X35(3" Lockseam
THREE #10x2- FOR 14'
I-etrlcc-o-n-unsTTc'acrlrilr¢
t=AR 1 OTTmr- PATIO AND COMMEF
CLEARSPANW
0.188' ALUM OR
0.188"x4"x4" Square
18
0.125 STEEL BRACXET
?
FOUR 98 SM SCREWS
3/8' BOLT
18
ALUMINUM
Max
_ 24-
RAFTER MANGER
ONE BOLT DIAM. (MIN)
LA
36
STEEL POST
Post Description Max POST
- -Hgt-. -1
d F :r. `: _
ti :.-•. >.-._
":'�""
`� S �' "-'' ''•?'
TVD 3/8' STAINLESS STEEL
HILT[ KVIK BOLT TZ (ICC
ER -1917) W/ 2' EMBEDMENT AND
1' WASHER OR EQUIVALENT.
MAX FOOTING- SIZE 1S d = 28'
-A-
9,
C1
8'
12' MIN
Alum 0.040"x3"x3" Lockseam
I-cl
ATTACHED SINGLE
SPAN FOOTING
TABLE 2.4 Post Requirements for
Freestanding Structures
-"'•: -
Post Description Max POST
- -Hgt-. -1
Alum-0:024'k3"x3"w/ Sideplates f'
_-1_r _
-A-
Alum 0.032'k3'k3" Locks earn
8'
3/8' : 9STEEL
Alum 0.040"x3"x3" Lockseam
�- ci
RODS (REBAR)
EMBEDDED 9" DP
Alum 0.055"x3"x3" Fluted
FREESTANDING
1 D
Alum 0.120N3'k3" Square
POURED FOOTING
Multispan Units
Steel 0.043'X35(3" Lockseam
11Steel
I-etrlcc-o-n-unsTTc'acrlrilr¢
t=AR 1 OTTmr- PATIO AND COMMEF
TABLE 2.4 Post Requirements for
Freestanding Structures
TABLE_3.3,Ro st-Re quire me nts•-_�
�forAttached Structures
Post Description Max POST
- -Hgt-. -1
Alum-0:024'k3"x3"w/ Sideplates f'
_-1_r _
-A-
Alum 0.032'k3'k3" Locks earn
8'
B
Alum 0.040"x3"x3" Lockseam
11'
C
Alum 0.055"x3"x3" Fluted
11'
1 D
Alum 0.120N3'k3" Square
11UIE
Multispan Units
Steel 0.043'X35(3" Lockseam
11Steel
Muttispan Units
0.188'5(3'5(3" Square
15Steel
Muftispan Units
0.188"x4"x4" Square
18
22
TABLE 2.4 Post Requirements for
Freestanding Structures
0:042"x3"x8' Box Beam.(Detail-LAO4)---o
Post Description Max
Height
Maximum POST
Footing
Steel 0.043"x3"x3" Lockseam 12'
d= 27" F
Steel 0.188"x3"x3" Square 16
d=j 37- G
Steel 0.188"x4"x4" Square 18'
d=j 44' H
FABLE 7.6: WALL-A-TTAG-iIVBVTS FOR -LA. _ CE.COVERS
,-ANC-3=11r ANC
CLEAR-' 'NO =0F #10- -NO. OF 1/4"
LIVE �WINb^-_SpAN= Y-SCR_B/VS__ LAG SCREWS
LOAD- 7Sf$D=-(FT%,FEI2-RAFTER- PERRAFTER
10 =105C-- y' -1V- � 2 ' � 2
_.. -. - _ _ � _.__.
1100 22' 3 2
20 1100 10' 2 2
14' 3 2
19' 4 3
1 Ctearspan on this chart is the . listance from thew all to the first row of columns. :
2 Irltentionally left blank
3 1/4" Lag screw s must have 21/4" of penetration into studs. `
These tag screws must have an 1/8" lead hole.
9 DETAIL LA24, LA25 OR LA26
REQUIRED WITH THIS DETAIL
3' POST
TWO 3/8' BOLTS 3.5' CONCRETE SLAB
OR EIGHT e14 SNS OR FOOTING
4.
CONCRETE ANCNDRS SEE
GENERAL NOTE 02- MAX
FOOTING SIZE IS d = 19'
POST ATTACHMENT DETAIL TO SLAB OR FOOTING
SINGLE SPAN ATTACHED UNITS
Up to 10
0:042"x3"x8' Box Beam.(Detail-LAO4)---o
Double 0.042x3'x8' (Detail LA25)'.
Double 0.032"x2"x6.5" (Detail LA25)
TABLE 2 1
24
-Attached-
Freestanding or
26
Attached
Freestanding or
21
Attached
Freestanding or
LIVE
6.5 1U -S'
Structure
Multispan Units
2.'
Structure
Muttispan Units
B 24 25
Structure
Muftispan Units
GPDU D
_ a6=
22
?
�ruwz�
7 9'-8'
18
MAx wsr Le�TH
Max
_ 24-
13'_T
MAX POST LENGTH
MAX
27
8'-T' A
MAX FO_ST LENGTH
SNOW
WIDTH
+PJST
R3YD
POST`
,MN
FdDI
8 I 10 I 17
POST
MBd
FOO
W. ' 10 17
POST
MN
FTOO
8' 10 17
`'.
LOAD
-(FT)'
_
SPACING
..FOR'
SPAO
POST
S¢E
OQYSTRAIt•IDFOO
sPACI
21
W_E
CU4STRAR�FOO
SPACM
POS
SIZE
CONSTRArJ®Fn0
(FSF)�
22
oN SI As
-SLAB
(F rr-
-TYPE
"d'
-d- "d' "d"
(FT)
TY
"a'
r Cr' -d-
(R)
TY
"d'
d 'd" -d-
T-11"
�.
"(Frj
A
16
18 :
(in)
(in)
(�+) (in) !�+)
6-9"
C
fes)
GN !m) !m)
21
22
(n)
Or) (�) (i+)
: 90 NF H EXPOSURE E
18
19
19
20
2(I
_.... ._
9
3-11'
A
S -T
A
17
16
19
20
6-9'
C
21
21
Up to 10
6
11'-4'
A
9-11"
. A
19
21
22
23
IT -2'
B
23
24
25
26
5-8' A
20 _ 21 22
23
6.5
10'-5'
_
A
F -sr
A
19
21
22
23
14'-4"
B
23
24
_
25
26
_
9-1" A
20 21 22
23
LIVE
B
7
9-8"
A
T-11"
A
19
21
22
23
13'-7-
C
23
23
25
26
F -T A
20 21 22
23
4'-1"
7.5'
9'-1'
A
T5"
A
19
20
21
22
17-11'
C
23
23
24
25
8'-1" A
20 20 21
22
A
T_1"-
..-19
20
.. 21.....22
.._1Z-4"
_._G
23 _
.23.....24
-
_ 25
. 7-9'_ ._A
._20_. _.. 20- 21_.
.. 22 -
9
7-6'
A
9-5"
--A
A
20
20
21
22
11'-3'
C
24
24
24
25
T -T A
20 20 21
22
Up to 10
6 11'-4'
A
6.11" A 20 22
23
24
15'-2"
B 24 25
26
_ 28
91-8" _ A
21
22
23 24
LIVE
6.5 1U -S'
A
8'-S A 20
2.'
24
14'-4"
B 24 25
26
27
0'-1" A
21
22
23 24
A
7 9'-8'
18
T-11" A 21 22
23
_ 24-
13'_T
C 25 25
26
27
8'-T' A
27
21
23 24
18
- 7.5 a' 1'
_A
A
T-5" A 21 21
22
23
1Z-11"
C 25 25
26
27
8'-1" A
21
21
22 23
_
T-1" A 21 _21
-22_
_-_23_
17-4'
C _ 25 25
25
26
T-9" A_
21
21
22 23_
4'-5'
B_ V-6-
A
_
26
- T-0' -A
22
22
22 23
T -S'
9 T-6
A
_
6-5" A 21 21
22
23
1i' -T'
C 25 25
25
11-20 6 6-11' A 6-3" A 16 19 20 21
9-5* C 19 21 23 24
6.9" A . 17 19 20 21
LIVE 6.5
6-5"
A
r-10'
A
16
18
19
20
8'-10'
C
20
21
21
23
SS"
A
17
18
19
20
7
6-1'
A
4'-6'
A
16
18
19
20
8'-4'
C
20
21
22
23
51-1"
B
17
18
19
20
7.5
N-9'
A
4'-3'
A
16
18
19
20
T-10"
C
20
21
22
23
4'-9"
B
17
18
19
20
- 8
4'-5'
A
4'-0" ..
A
16
18
19
19
T -S'
C
20
20
21
22
4'-6'
B
17
18
19
19
9
T-11"
A
- T-7-
A
16
18 :
19
19
6-9"
C
20
20
21
22
4'-1'
B
17
18
19
19
on KVW cxcna M r
11-20
6
5-11'
A
F-3"
A
17
20
21
22
S -S
C 1
21
-22
24
25
5-9"
A 1
18
20
1 21
1 22
WE
6.5
S -S
A
4'-10"
A
17
19
20
21
8'-1("
C 1
21
22
23
24
6-5"
A
18
19
20
21
7
6-1'
A
4'-6"
A
17
19
20
21
6-4'
C
21
2Z
23
24
S-1"
B
18
19
20
21
V-5"
7.5
N-9'
A
r-3"
A1719.
1V-3'
C
20
21
T-10"
C
21
22
23
24
4-9'
B
18
19
20
21
_
8
4'-S
A
4'-0"
I
A
17
18
19
20
T -S
C
21
21
22
23
4' 6"
8
18
19
20
2(I
_.... ._
9
3-11'
A
S -T
A
17
16
19
20
6-9'
C
21
21
22
23
4'-1"
B
18
18
19
20
ti,_iiOM'HE)(FlOS1
-Up to 10'
REC
'6= 11-4` - • A 9-11" fA 23 24 26 27
15-2" B 28 28 29 30
9'-8" A 24 24 26 27
LN_E_
f 8.5 10'-S A
V -S
A
23
24
25
26
14'4'
B
28
28
29
30
9-1'
A
24
24
25
26
-
7 9-8' A
7.5 9-1' A
7-11"
T -S
A
A
24
24
24
24
25
25
26
'26
13-T
17-11'
C
C
28
28
28
28
28
28
30
29
8'-7"
8•-1-
A
A
24
24
24
24
25
25
26
26
8 9-6" A
T-1"
A
24
24
224
25
17-C
C
29
29
29
29
T -T
A
24
24
24
25
9 T-6' A
V-5"
A
24
1 24
24
25
1V-3'
C
29
29
29.
.29
7*4"
A
25
25
25
25
11-20
110 M'H EXPOSURE C
6 6-11' A 5'3" A 19 22 1 23 24
15-T D 1 28 28 29 1 30 6-9" A 20 22 23 124
LIVE
6.5 6-5' A
C-10"
A
•20
21
22
23
14'-4"
D -
28
28
29
30
6-5"
A
20
21
22
23
_..._ _
7 6-1' A
4'-6"
A
20
21
22
23
13'-T
0
28
28
28
30
S-1"
B
20
21
22
23
7.5 4'-9• A
4-3'
A
20
21
22
23
12-11-
D
28
28
2s
29
4'a"
B
20
21
22
23
8 4'-S A
4-0"
A
20
20
21
22_ ,
17 4"
E
29
29
29
29
4' 6"
B
20
ZO
21
9 3'-11' A
T-7"
A
2D
20
21
22
11'-3"
E
29
29
29
29
4'-1"
B
21
21
.21
_22
22
Revisions
�n
CMP
0
CMP
0'.00
C,
LATTICE QUICK REF.DWG
O
POW
2OF4
WOO
CL
00 Mm.
aHm
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0
a
C.
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illi
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tS1j9T�0 re►�FO��/
JUN 1 3 2009
IAPMO ER # 114
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG.* VA 24503
CARLPUTNAM@COMCAST.NET
Ororn By
CMP
1Teck By
CMP
Dote' 11/13/2007
Flename
LATTICE QUICK REF.DWG
Scale 'NTS
POW
2OF4
a
Tc
a
C3
O
v
i2
W
1
a
(L
d
AIC
n
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN 90 MPH WIND AREAS
TABLE 2.5
14. Ga (0.070") 3x8 Steel C Beam (LA06)
16 Ga (0.060") 3x8 Steel C Beam (LA06)
Double 14 Ga 3x8 Steel C Beam (LA26)
13'-0"
Attached
Freestanding or
24
Attached
Freestanding or
10'-7"
Attached
Freestanding or-
23
25
Stnicture
Multispan Units
E
Structure
Multispan Units
31
Structure
Multispan Units
GROUND
TRIB
MAX
POST
MAX
25
26
MAX POST LENGTH
MAX
1T-0"
C
MAX POST LENGTH
MAX
27
27
MAX POST LENGTH
SNOW
WIDTH
POST
REO'D
POST
MIN
FOOTER
F I 17 I 18'
POST
MIN
FOOTER
F , 12' I 18'
POST
MIN
FOO
8- 1 12' I 18'
LOAD
(FT)
SPACING
FOR
SPAp
POST
SIZE
CONSTRAINEDFOOTER
SPACING
poST
SQE
CONSTRAINEDF"SPACING(FT)
7
PDS
SQE
CONSTRA INED FOOTER
(PSF)
26
ON SLAB
SLAB
(FT)
TYPE
-d"
d" -d- d"
(FT)
TYPE
"d"
d "d'
E
TY
"dd"
"d" "d"(�
32
1T_$_
7-5
9'-1"
A
1 T-6
0n)
0n) (in) (in)
26
27
(in)
(in) 0n)n)
C
24
(in)
(in) (in) I (in)
90 MPH EXPOSURE B
90 MPH EXFOSLRE C
6
5-11"
A
13'-0"
D
23
24
27
29
10'-7"
D
22
23
25
28
23'-5"
E
28
28
31
32
Up to 10
6
11'-4"
A
20'-S'
D
25
26
28
28
1T-0"
C
24
25
27
27
25-6"
D
28
28
31
34
LNE
6.5
10'-9'
A
19'-4"
D
25
25
28
28
16-0"
C
24
24
27
26
28'-9"
D
29
29
31
32
36'-
7
V-8-
A
18'-5"
1
D
26
26
28
27
15'-2"
C
24
24
26
26
26-0"
E
29
29
31
32
1T_$_
7-5
9'-1"
A
1 T-6
D
26
26
27
27
14'-5"
C
24
24
26
25
2T -S"
E
30
30
30
32
___
8
8--6'
A
16-9'
D
26
26
27
27
13'-9"
C
24
24
26
25
26-10"
E
30
30
30
31
11'2"
9 A
T-6
A
15-5'
D
2626
28
27
26
12'-7"
C
24
24
25
1 24
25'-9"
E
31
31
31
31
90 MPH EXFOSLRE C
90 MPH EXPOSURE B
6
5-11"
A
13'-0"
D
23
24
27
29
10'-7"
D
22
23
25
28
23'-5"
E
28
28
31
32
Up to 10
6
11•4••
A
20'-S'
D
27
27
30
28
17'-0"
C
25
26
28
27
29'-6"
D
30
30
32
34
LIVE
6.5
10'-6'
A
19'-4"
D
27
27
29
28
16-0"
C
25
25
28
26
28'-9"
D
31
31
32
32
36'-
7
W-8"
A
18'-S'
D
27
27
29
27
15'-2"
C
. 26
26
28
26
28'-0'
E
31
31
32
32
1T_$_
7.5
9'-1"
A
1T-6'
D
27
27
29
27
14'-5"
C
26
26
27
25
27-5"
E
32
32
32
32
___
8
8'-6'
A
16-9"
D
28
28
28
27
13'-9"
C
26
26
27
25
26-10"
E
32
32
32
31
11'2"
9
T-6'
A
15'-5'
D
28
28
28
26
12'-T'
C
26
26
26
1 24
25-T
E
33
33
33
31
90 MPH EXPOSURE B
90 MRH EXPOSLRE C
11-20
6
5-11"
A
13'-0"
D
23
24
27
29
10'-7"
D
22
23
25
28
23'-5"
E
28
28
31
32
11-20
6
51_11"
A
13'-0"
D
22
23
25
28
10'-T'
D
20
22
24
27
23'-5"
E
26
27
29
34
LIVE
6.5
S'-5"
A
12'-3"
D
22
23
25
28
9-9'
D
20
22
24
26
22'-10"
E
27
27
29
32
36'-
7
5-1"
A
11'-7"
D
22
23
25
27
9'-1"
D
20
21
23
26
22'-3"
E
27
27
29
32
1T_$_
7-5
4'-9'
A
11'-0"
D
22
22
24
27
81-6"
D
20
21
23
25
21'-9"
E
28
28
29
32
___
8
4'-S'
A
10'-6'
D
22
22
24
27
T-11"
D
20
21
23
25
21'-3"
E
28
28
29
31
11'2"
9
T-11"
A
9'-T'
D
22
22
24
26
T-1"
D
20
1 20
22
1 24
20'-S'
F
29
29
29
31
90 MRH EXPOSLRE C
11-20
6
5-11"
A
13'-0"
D
23
24
27
29
10'-7"
D
22
23
25
28
23'-5"
E
28
28
31
34
WE
6.5
5-5"
A
12'-3'
D
23
24
26
29
9'-9'
D
22..
23
25
27
22'-10"
E
29
29
30
34
LIVE
7
S,-1"
A
11'-T'
D
23
24
26
29
9'-1"
D
22
22
25
27
22'-3"
E
29
29
30
33
36'-
7-5
4'-9"
A
11'-0
D
24
24
26
28
8'-6'
D
22
22
24
27
21'-9"
E
29
29
30
33
1T_$_
8
W -S'
A
101-6'
D
24
24
25
28
T,-11"
D
22
22
24
26
21'-3"
E
30
30
30
33
___
9
T-11"
A
9'-7"
D
24
24
25
27
1 T-1"
D
22
22
23
25
20'-5-
F
31
31
31
33
110'NPH EXPOSURE C
110 NPH EXPOSURE C
11-20
6
'
A
13'-("
D
26
27
29
32.
17-0"
E
29
29
31
34
23'-5"
E
32
32
34
37
Up to 10
6
1.1 4
A
2(Y -S.
D
31
31
33
32
1 T-0"
C
29
29
31
34
27-6"
D
34
34
35
37
LIVE
6.5
10'-S'
A
19'-4"
D
31
31
32
31
160"
C
29
29
31
34
26-10"
D
34
34
35
37
36'-
7
9'-8"
A
18'-6'
D
31
31
32
31
15'-2"
C
29
29
30
33
26-3"
D
35
35
35
36
1T_$_
7.5
9'-1"
A
1T-6'
D
31
31
31
31
14'-5"
C
29
29
30
31
25-8'
E
36
36
36
36
___
8
8'-6'
A
16-9'
D
32
32
32
30
13'-9'
C
30
30
30
32
25'-1"
E
36
36
36
36
11'2"
9
7'-6"
A
15-5"
D
32
32
32
tE
12'-7'
C
30
30
30
B-7
24'-2"
E
37
37
37
14-1
110 NPH EXPOSURE C
11-20
6
5'-11"
A
13'-("
D
26
27
29
32.
17-0"
E
29
29
31
34
23'-5"
E
32
32
34
37
LIVE
6.5
S' -S'
A
17-3"
D
27
27
29
32
16%0"
E
29
29
31
34
22'-10"
E
33
33
33
37
90 B ,(w C 1110 C
7
5-1"
A
11'-T'
D
27
, 27
29
31
15'-2"
E
29
29
30
34
22'-3'
-E
33
33
33
37
36'-
7.5
4'-9"
A
11'-0"
D
27
27
28
31
14'-5"
E..
29
29
30
33
21'-9"
E
...34
34
34
36
1T_$_
8
4'-5"
A
10'-6'
D
27
27
28
31
13'-9"
E
30
30
30
33
21'-3'
E
34
34
34
36
___
9
3'_11"
A
9'-T'
D
27
27
27
30
12'-7-
E
30
30.
30
32
20'-5'
F
35
35
35
36
,,,S INCL -E -S PAN TABLFS_
MULTISP AN TABLES
0.042y,3'x8' Rafter
m
0.024xT'x6:3'-Rafter-'
0-032'x2'x6-5' Raier
0.040'x2'x6.5' Rafter
0.042x3'xB" Rafter
0.024'x7x6.5'
0.032hc7x6.5''
0-040"r2Y6.5'
Ground
Rafter
lir lad Speed + Expos
Wind Seeed +Expos
Wind Speed + Exposwe
Rafter
Wind S
eed + Exposure
Rafts
Wird d .
Wind Seed
W_i_nd_Speed
Rafter
Wind S
Snow _ _
Spa[I
110 t3
110 B
110 8
� i
110 8
_.._-..
•
C
E�ostue C
Exp�ure C
Spa-ci
Exposlse C
1`04-�
-r0n)
90 t3 90C 110C
90 B ,(w C 1110 C
90 B -§6-C 170 C
n
90 6
_
90 C 110 C
_ _.
(n)
_�
90 110
90 110
90 110
on)
90. 110
10---
24' 1
10'-6'
9-11'
8'-1'
14'-6"
130'
11'.2_"-F
1T -T
15$
1210°
36'-
17=1"
17=1'
15$
24_'
T-10'
T-10'
11'-T'
ll -2'
16-4'
17-10'
36'
13-4°
13-4"
CZVE=�
-.. • - ,
20'
�-
11
_..._
971"
B-2
14'-B'
1Mr
11=7
1T_$_
1S$
17-1_0'
30'
7 B'$
18'$
15$
20'
8'-11'
g 2
13'-0"
11-2"
15-8'
12 10'
-"
30'
--
15 0'
--0`
15=0'
16'
11 3'
. _..._.
_._.
___
....
.._..
11=7
1T�'
_
1_S$
_
17-10'
24'
20=9'
19=1'
1S$
16_'
9'-11'
_
B_7
73-0"
11-2_"
_
16.8'
.__ ._
12 10'
24'
1.T-7
16 -Ir _
17
11'2"
9-11'
37
14$
13-0'
11-7
17-8'
1,94r
17-10'
tE
21'-T
19-1"
15-8'
17
9'-11'
B-7
13-0
11-2'
1S$'
1210
16"
14-1
15-&
20
.. ._
24'
S 4'
Ste'
Ste'
9�'
4�'
4d•
13-1'
13_-1'
17-10'
10�'
10'-3
10 3'
24'
4$
4'$
T-7
T-7
4 10'
9 10'
36'
8 2'
8-2'
_ _-
LIVE
20'
64•
-r
6�'
6-0'
11-7
11'-7_
_
11-7
14-3'
14 3
17-10°
30'
173
17-3
17-3"
ZO
S-0'
S-4"
8-7
8-7
11=1-
11=1''
90'
4-0"
9 -4-
-Il",
T-11'
7-11'
177'
12-T
11-7
166-11'
15$_
17-10'
24'
14'-10
14-10'
14-10°
16°
G-9
6S'
W6-
9'-T
17-10'
1210'
24'
11'-0'
11=C'
17
10'-6'
9'-11'
8'-7
14-6'
130'
11-7
- _
1T-7'
15.8"
12-10'
16
18-1'
18-1*
153"
1?
7 10'
T -1P
11'-T'
11-2'
19 -4*
17-10'
16'
14' 4'
14 4'
TABLE 1.1,
TABLE 1.
TABLE 1.31
TABLE IA
TABLE 1.71
TABLE I.q
TABLE 1-9
TABLE
1.1
Ge:ner_nl=Notes
1. Structural design per 2007 California Building Code and 2006
International Building Code. Patio Covers as' defined in IBC Appendix
I shall be used only for recreational, outdoor living purposes and
not as carports, garages, storage rooms or habitable rooms. 20
PSF covers may be used for these purposes.
2. Fasteners are to be galvanized steel or stainless steel_ Anchor
connections to a 3.5" concrete slab shall be approved for 500 tbF
tensile and shear. Anchors to footings described in details.
3. Concrete shall hove a compressive strength. F'c, of 2500 psi at 28
days. Minimum slab thickness is 3-5'. No post shall be placed within
2'-6' of a crock or 4' of an edge or expansion joint.
4. Each application shall show a complete plot plan of the property and
buildings. Circle the post spacing, span, etc., in the tables that
fit that particular job.
5. Each installation shall bear an identifying decal giving the none and
address, of mFgr., live or snow toad, horiz. and uplift wind loads and
approval number.
6. Light gauge steel shall be per ASTM A653. Grade will be specified
under individual details. Thickness is bare steel. Negative
thickness tolerance is -5%-
7. Alternate olum_ alloys may be substituted for those specified
provided they are registered with the Alum. Assoc- for equal or
greater guaranteed minimum properties (Ftu, Fty, Fcy and E).
Thickness indicated is bare metal and negative tolerance is -5%.
B. Lag screws shall be placed in holes prebored 70% diam- For concrete
block construction, place masonry anchors as per the installation
instructions.
9. A foundation and soils investigation is not necessary unless required by
1802.2.1 through 1802.2.6 of the 2006 IBC. Soil is assumed to be Class 5
of Table 1804.2 of the 2006 IBC. BEARING 1000 psF vert., 100 psf/ft.
horiz and doubled as per 1804.3.1- These design values do not apply to
mud organic silts, organic clays, peat or unprepared fills and may
require Further sod investigation,
10. Drainage which otherwise would go over a public sidewalk shall be collected
and diverted under sidewalk.
11. Structures may not be enclosed w/o additional engineering analysis.
12_ Intentionally left blank.
13. All steel shall be galvanized or pointed one shop coat of rust inhibiting
primer and one coat of enomel finish coat. Point inside of all embedded
posts from the bottom to 12' above grade.
14. Wind velocity and Ground Snow/Live load are identified in all of the
relevant tables- Roof loads have determined in accordance with
ASCE7-05 Section 7.3.
Ground Snow Load Applied Roof Load
10 psF 10 psf LIVE OR GROUND SNOW
20 psF 20 psF LIVE OR GROUND SNOW
SEISMIC LOADING
MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.50)
Si NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D
BASIC SEISMIC RESISTNG SYSTEM = MISCELLANEOUS NON BUILDING R=1.25
15. The width of single span attached structures must be at least' 75% of
the projection.
16. Multiple span units are allowed.
17. This note left intentionally blank.
18. All roofs are Class B Fire rated. Structures with 0.024' minimum aluminum
lattice tubes, rafters and headers are Class A Fire rated.
19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance
with ICC ESR -1730, ESR -1976, and ESR -2196 or equivalent.
20. Header splice shall not be located nearer to the end than the First
interior post.
21. Bolts shalt conform to ASTM A-307.
22. Sliding and drifting snow are beyond the scope of this report
23. All multispan tables assume equal spans within 207- All specifications must
be based on the longest span-
...
GENERAL-INSTRUCTIONSFOR THESE LES
1yCHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3_ DETERMINE WIND AND LNE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 2OPSF MIN)
4_ CHOOSE A RAFTER FROM TABLES 1.1 TO 1.10 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SHEET 1.
6. CHOOSE A HEADER FROM TABLE 2.1 OR 2.5 THAT HAS ADEQUATE
_ :POSTSPACING_
7. -FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
UPGRADE_ THE POST IF THE HEIGHT IS NOT SUFFICIENT
'FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4
8. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING
'TO WALL FROM TABLE 7.6
9: USE THE APPROPRIATE DETAILS
10.,ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET 4
:FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
SLAB_7.._DETERM_INE MAXIMUM POST SPACING ON _SLAB FROM TABLE 2.1 OR 2.5.
SLABS, USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
--
SLAB 9.'FOLLOW 8-10 FROM.ABOVE
SLAB 10_.CHECK TABLES SLAW AND SLAB2 ON SHEET FOR CORNER DISTANCE REQUIRMENTS-
Revisions
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IAPMO ER #114
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Cart Putnam, P. E.
,
3441 IVYLINK PLACE
LYNCHBURG,.VA 24503
CARLPUTNAM@Ci3MCASTNET
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Check By
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11/13/2007
Filename
LATTICE QUICK REF.DWG
SOWe
Page 03
NTS
OF 4
Require me nis for Surface Mounted Posts on Concrete Stabs or Footings
Table SLA81: Edge Distance Requirements for Attaching to Concrete
Slab
REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
A higher comer code area.
... Uet—Ine nergnt a structure
Table Lt a: Use thlstable for the following headers
Seismic Size Requirements
over a lesser one.
4. Determine number of posts structure has
able 1-23,
Table Ltb: Use Ihlstable tot the following headers
5. Determine Ss for your area (contact
x8 Alum HeaderDouble
3x8 Alum Header
your local building depadmerdr—
3x8 Alum Header
Double
Steel C Beam
6. Choose Table 1-2a or L.2b based on the treader
Ingle Steel C13eam
7. Deteimine the maximum size allowed on the chart
CL
s
Size
Double 3x8 Alum Header
Size
8. Multiply 41. 02 and 93 and crMda by 94—
Ss
Allowed
Ss Allowed
9- tf *8 is lower than 07 the structure Is OK for seismic ,
20%
2215
Double 2x6.5 Alum Header
2906
10. 8 your Ss is over 150% use 150%
30%
1477
30%
1937
ASCE7.0512.8.1.3
Double Steel C Seam
1107
40%
1453
r50,
50%
10..13
5D%
1328
Single Steel Beam
6131%
844
B09c
1107
"ro check needed far Patio Covers that are V b0 attached to slab under these conditions
70%
723
70%
'
—no check needed for Pate Covert that arc S' tall attached to slab under these conditions
601K•
738
80%
DGD
^rs is the r,*Wh)um Cansid—j Frll''.4—k. Gourd mut— (0:,'
90%
b1i6
9D%
861
mapped on Fgures 1613.5(1). 1613 50) in the 2007 C'Ar
ton%
591
Post Height (h)
T75
Altenntr'vely, di hdu by Mune numbers
110%
586
110%
Post Height (it)
For 2 post Structrues divide bf 3
120%
537
120%
Require
g
9'
10'
111
1Z
fli--p9'
10'
11'
IT
Require B 9' 10'
11'
1Z
8'
9-
10'
11'
1Z
Wind
Number
53
Wind
Exposure B
24'
6-
Wind Exposure C
sl
Wind Number Wind Exposure B
sl
s2
Wind Exposure C
s3
Speed
of Posts
s;
s2 s2
MAMMUM TRIBUTARY WIDTHALLOWED
s6
5 eed of Posts MAXIMUM
TRIBUTARY WIDTH ALLOWED
67
85 mph
2o,3
9
9'
6
3'
0'
9'
8'
5'
T
a
a5 mph
2 of 3
c _ 9'
T
4'
9
9
T
E'
4'
si
4
9
9
9
6
3'
9'
9'
9
5
21
4
T 9 9'
9"
9
9"
9
9'
S'
Sr
5
9
9
9
9
5"
9
9"
9
8'
4'
5
_ 9" T
9'
9
• Sr
9
9'
9
9
69
9
9
9
7'
9
g'
9
9
6
90 mph
2 or 3
_ 9 S•
T
4'
9
9
8'
6
7
7
9
9
9
9'
9'
9
9'
9
9
9
4
1 5
9 9 S
9 9' 9'
9
9'
9
9
9'
9'
9
9
9
9'
9'
9
T
9
90 mph
2 or 3
9 9 6 3' 9
9 T 4' 7 0
4
9
9
9
6
3'
9
9
S'
5
Z
95 mph
2 or 3
9 Sr y
T
4'
9
-9
7'
5'
3
5
9
9
9
91
5'
9
9
9
8'
4'
4
T 9 9
9
9
9
9
9'
9
6
6
9
9
9
9
T
9
9
9
9
6
5
er 9 F
9
9
9'
9
9'
9'
9
9
9
9
9'
9
9
9
9
9
6
100 mph
2013
4
S 9 T
_ 9 9'
6
9'
4
T
9
9
9
9
6-
9'
4'
6
S
95 mph
2 or 3
9 9 6 3 0'
8' 6 4' 7 0
4
9
_
9'
6
3'
9
T
7'
4'
5
e" 9 9'
9'
9
9
9
9'
9'
6
5
9
9'
9
9'
5'
9'
9'
9
7
4'
6
5 9' 9'
91
9
9'
9
9'
9'
9
6
9
9
9'
9
T
9
9
v
9
S
105 mph
2 or 3
_ 9' 6
5'
Z
T
T
5'
3'
1'
7
9
9
9
9
T
9
9
9
9
T
4
5
6
9 9 9
9 9 9
9, 9 9'
9'
9'
9
S
5
9
9
9
9
9
9
9'
9'
9'
9'
6
9'
9
7
6
ir
1o0 mrphh
2,"3
9 6' S 2' D'
9 9' 9 5 Z
AT 5' Y 1' ' 0
CJ 9' 6 7 1'
5
9
9
9
B'
4'
9'
9'
9' -
S
2'
7
9 9 9
9
9
9
9
9
9
9
6
9
9'
9
9
6
9
9'
9
7
4'
110 mph
2 or 3
9 9 6'
T
T
9
6
4'
Z
1'
7
9
9
9
9
6
9
9
9
9
S
4
5
9 9 9'
9' 9 9
T
9'
7
6
9
9'
9'
9
T
9'
5'
T
Z
4'
105 mph
2 cr 3
9 6, 7 1' or
6 4' Z 1' 0
4
4
9
T
T
0,
9'
T
5
Z
0
6
9 9 9
9
B
9
9
9'
9
S
5
S
9
9
6
1'
9
9'
T
4'
1'
7
9 9 9"
9
9
9
9
9'
9'
T
6
9
9
9
E'
3'
9
9'
9
S
2'
7
9
9
9
9
: 4'
9
9
9
7'
3'
Tables Lt and L2 need to be checked
mount concrete attachmem
for
surface
110 mph
2 or 3
6 5 Z5'
5' 7 Z 0 0
4
9
9
5
Z
0'
9
6
3'
P
a'
5
T.
9'
S
3'
0'
B.
9
S
2'
0'
Directions for using Seismic Table 1-2a or
1.2b
6
9
9
9
5'
0'
9
9
T
4'
0
1 Determine Tributary width
7
9
v
9
T
1'
9'
9
5'
1'
2. Determine width of structure
Table SLA81: Edge Distance Requirements for Attaching to Concrete
Slab
Table SLA82:
A higher comer code area.
... Uet—Ine nergnt a structure
may aNrays be used
Seismic Size Requirements
over a lesser one.
4. Determine number of posts structure has
able 1-23,
Table 12b
5. Determine Ss for your area (contact
x8 Alum HeaderDouble
3x8 Alum Header
your local building depadmerdr—
eubte 2x115 Alum Heade
Double
Steel C Beam
6. Choose Table 1-2a or L.2b based on the treader
Ingle Steel C13eam
7. Deteimine the maximum size allowed on the chart
CL
s
Size
Size
8. Multiply 41. 02 and 93 and crMda by 94—
Ss
Allowed
Ss Allowed
9- tf *8 is lower than 07 the structure Is OK for seismic ,
20%
2215
20%
2906
10. 8 your Ss is over 150% use 150%
30%
1477
30%
1937
ASCE7.0512.8.1.3
40%
1107
40%
1453
r50,
50%
10..13
5D%
1328
'no check needed for Patio Covers attached to slab under these conditions
6131%
844
B09c
1107
"ro check needed far Patio Covers that are V b0 attached to slab under these conditions
70%
723
70%
949
—no check needed for Pate Covert that arc S' tall attached to slab under these conditions
601K•
738
80%
DGD
^rs is the r,*Wh)um Cansid—j Frll''.4—k. Gourd mut— (0:,'
90%
b1i6
9D%
861
mapped on Fgures 1613.5(1). 1613 50) in the 2007 C'Ar
ton%
591
100%
T75
Altenntr'vely, di hdu by Mune numbers
110%
586
110%
769
For 2 post Structrues divide bf 3
120%
537
120%
705
For 3 post Stnxbws divide by 3
13D%
545
130%
715
For 4 post Swct uvs dn4de by 4.5
140%
506
14D%
664
For 5 post Stnxtrues divide by 6
150%
473
150%
620 ^'
For all others add 1.5 to number o1 posts
Table SLA81: Edge Distance Requirements for Attaching to Concrete
Slab
Table SLA82:
A higher comer code area.
1• Determine Corner Tributary Area (see Figure 1)
may aNrays be used
2 Determine Wind Speed and Exposure
over a lesser one.
for the patio cover
s4 may always be used
3. Cross Reference Table SLAB? and find
instead of s3.
OC
IAPMO ER #114
Slab
Distance
CL
s
Carl Putria.m. P. E.
3441 IVYLINK PLACE
Corner From Comer
n
Exposure B
Exposure C
Code
X
Y
a+
v
85 90 95 100 105 110 85 90 95 loll ;105 110 mph
r50,
sl
s1
51
s;
st
sl
sl
si
s'.
"SI
sl
52
12"
6"
57
sl
s1
sl
si
si
s2
si
s1
si
sl si
s2
s3
16'
6
57
61
si
sl
s1
s2
s2
s1
s1
s?
sl s2
52
54
12"
12-
60
51
sl
sl
si
s?
s3
sl
sl
s1
sl 52
53
s5
24'
6-
63
sl
s1
sl
s2
s2
s3
sl
sl
s;
s2 s2
s3
s6
18'
1Z"
67
sl
si
si
_,
s3
s4
51
sl
sl
s2 s3
s4
s7
30"
6-
69
sl
sl
s2
s2
s3
s5
si
sl
52
s2 s3
55
s8
S9
24'
18'
12'
16'
Icxlsting Residence
Panel Span
Comet Trib Area I
1
T 1
I
Post Spacing
El
I i
1
I PanIN O.erhang
Figure 1
X and Y are interchangeable Concrete slabs shalt be in good condition
Directions for using these tables
and shall have no cracks in the tributary,
m
A higher comer code area.
1• Determine Corner Tributary Area (see Figure 1)
may aNrays be used
2 Determine Wind Speed and Exposure
over a lesser one.
for the patio cover
s4 may always be used
3. Cross Reference Table SLAB? and find
instead of s3.
the "Slab Comer Code"
(s1, s2. s3, s4 etc) .
A Determine Comer Edge Distance Requirements
From Table Siab2
S Set Post away from Corner as per Figure 2
Check with local building authority to detemfne ifthe structure is built in Exposure 8 or C.
Suburban, wooded and urban areas am generally Exposure B
Rural open areas are generally Exposure C
Comer Trib Area must be in good condition
Figure 2
3.5^ Concrete Slab
` Post
tali", I ,
1
IY
1
� I �
X and Y are Interchangeable
IAPMO ERA114
Sheet 4 of4
If Revis;ons l
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OC
IAPMO ER #114
W
CL
s
Carl Putria.m. P. E.
3441 IVYLINK PLACE
LYNCHBURG. VA 24503
CARLPUTNAM@COMCAST,NET
a
a+
v
On .rl By
CMP
m
o
0
Check By
CMP
N,
m
Dote
11/13/2009
fY
Filename
LATTICE QUICK REF.DVG
Scale NTS
PC" /4 OF 4