10-0073 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 10--6o000073--
Property
0 00000073Property Address: 52475 AVENIDA JUAREZ
APN: 773-244-009-1 -000000-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: COVE RESIDENTIAL
Application valuation: 2979
Tityl 4 4 Q"
Applicant:Architect or Engineer:
C�Ox)" 4"t Ac/b - z -
v
//f -
-----------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chaff�ter 9 (commencing with
Section 70 0) of Division 3 of the Business and Profe 'onals Code, and my 'clnse i u11 rce and effect.
License CI ss:gB License No.: 30
Date: l Contractor:
C OWNER-BUILDER�RA
I hereby affirm under penalty of perjury t I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Busi nand Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish sin/
repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement tat 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—) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractors) licensed
pursuant to the Contractors' State License Law.).
I—) 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
CI
Owner:
DOUGLAS LEE A
52475 AVENIDA JUAREZ
LA QUINTA, CA 92253
(
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/29/10
Contractor: O.
OUTBACK PATIO & SUNROCII , INC.
6260 RIVERCREST DRIVE E IAN 2 c ;ij
RIVERSIDE, CA 92507
(95.1) 697-0158
Ci'TYCI� E�Ai
LiC. No.. 483069 MIN!
-----------------------------------------------
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.
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 STATE FUND Policy Number 3003606-2010
1 certify that, in the performance of the work for which this permit is issued all of employ any
person in any manner so as to become subject to the workers' comp ati rrtl sof California,
and agree that, if I should bec subject to the workers' c pe ti pro sions of Section
3700 of the Labor Co shall f hwith comply with t e p vi ' ns.
Date: Al
WARNING: FAILURE TO SECURE WORKE COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL NALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CO , 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 [hat I have read this application and stale that the above information is correct. I agree to comp I
city and co ty ordinances and state laws relating to building construction, and hereby authoriz rep a ti
of this cou o enter upon the above-mentioned property f ion purposes.
Date Signature (Applicant or Agen
Application Number . . . . . 10-00000073 ,
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 54.00 Plan Check Fee
35.10
Issue Date . . . . Valuation . . .
. 2979
Expiration Date 7/28/10
Qty Unit Charge Per
Extension
BASE FEE
45.00
1.00 9.0000 THOU BLDG 2,001-25,000
9.00
----------------- ----------------------------------------------------------
Special Notes and Comment's
16 LN FT X 14 LN FT ATTACHED LATTICE
PATIO COVER PER APPROVED PLANS.APPROVED
PER A.J.
---------------------------------- ------------------------------------------
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
Bin #
City of La Quinta
Building 8L 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: 51y7S tAeh Lk, `rtZ
Owner's Name:nQ ct
A. P. Number: Z
Address: SZ �? 5'
Legal Description: �+'�/
Contractor: GG� p
(i( t7
City, ST, Zip: LG i Z�{ o, /22S 3
Telephone: �% �� 4k. ' .. r Yap • c
(
Address: 2-Co, (v �, AST
r
Project Description: KI - C
City, ST, Zip: Awvke, C4 /1-50-7
Telephoneq-5r/ a
State Lic. # City Lie. C
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone:
. ..State Lie. #: ..
�1 *N
Name of Contact Person:
Conduction Type: Occupancy:
Project type (circle a Add'n Alter Repair Demo
Sq. Ft: #Stories: #Units:
Telephone # of Contact Person: dl Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Recd
'[RACKING PERMIT FEES
Plan Seh
Pian Check submitted
Item Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cala.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2'1 Review, ready for correctionsti sue
Electrical
Subeontactor 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
Total Permit Fees
Name
S
Address
Phone %,
www.outbackpatios.com
111
OUTBACK
PATIO & SUNROOMS,
(800) 37 -PAT 10
INC. (951) 697-0158
. .
Mllwl
Zv'
aQ�l: 773 - 2
LATTICE TUBES
REQUIRED 2 36'
O.C. MAXIMUM
ALUMINUM RAFTER
FREESTANDING MULTISPAN
LATTICE COVER
3.5- CONCRETE
SLAB REOUIRED FOR
CONSTRAINED FOOTINGS
W
FREESTANDING LATTICE COVER
0.042'.3'.8' ALUMINUM BEAM
14 OR 16 W BY 3'XB- STEEL C -BEAM
DOUBLE 0.032 XV 16.5' ALOMtNUM BEAM
DOUBLE 0.042i3'IIB' ALUMINUM BEAM
PROJECTION ALL HEADERS MAY
LEARSPAN OVERHANG 25% OF
POST SPACING
LATTICE TUBES
REQUIRED a 36'
O.C_ MAXIMUM
. ALUM INU BEAM
DOUBLE 0.042 X3'XB- ALUMINUM BEAM
TRIBUTARY WIDTH
TRIBUTARY WIDTH
f -
Wind .. 2 T a 4 6
Speed :t (in) iMeader Allowable Trb Width
'TA BLE 2.2
ALL RAFTERS
Double 2x6 16 all all all
OVER-
0.002
TRIBUPA_RY WIDTHS FOR SINGLE SPA _NATTA_CHE_D STRUCTU_ RE_S_
o °
0 0
MAY OVERHANG
CHECK TABLES SLABI AND SLAB2
91 -110
PROJECTION OF SINGLE SPAN STUCTURES (FT)
Double 2x6 10' : _ 16 a0 a0
0.0477(3'k8". 1-: 1C 1T.;.11
--all
In
25% OF THEIR
FOR CORNER DISTANCE REQUIREMENTS
10' 11' ; 12' 13' 14' 16'
iT
'i 18' .
(FT)
0'
CLEARSPAN
4.5'
`: 5' ` 5.5' .6' 6.9 T , 7.9 8'
NOTE: TYPICAL
9
WALL
•,', -,.': ` .
5'
55' 6' 65'7' 7.5' '. _-- B' 1 85' '
LATTICE TUBE
E 9.5' '
7
5'
5.5'
6' 6.5' 7'.. 7.9 8'
SPACING IS
10
3
5.5'
6'
65' 7' 75'_ 8 _; _ 8.5'-; 9'='. - 95'
4'-6' O.C.
.::
,•
SINGLE SPAN ATTACHED STRUCTURES
THAT DO NOT USE DETAIL LA36
_-r,�';
- "y.
- •' 'R,.;.
MUST CHECK TABLES Ll AND LA2
-
_
4 35.5' CONCRETE
'FOR LATERAL STABILITY
-?
•FOR CONSTRAINED
FOO we:
ATTACHED LATTICE COVER
'
0.642.3.8' ALUM94LU BEAM
MAXIMUM HEIGHT FOR PATIO COVERS IS
I2'_
14 OR 16 GA BY 3'X8' STEEL C -BEAM
' DOUBIE O -,--X6 5- M
MAXIMUM HEIGHT FOR CARPORTS IS 18'.
. ALUM INU BEAM
DOUBLE 0.042 X3'XB- ALUMINUM BEAM
TRIBUTARY WIDTH
TRIBUTARY WIDTH
f -
0
SIDEPLATES
REOUIRCD IF 1a.3/a' SHEET METAL
DETAIL LA36 OR SELF DRILLING SCREWS
S NOT USED SEE TABLE FOR QUANTITY
3X8 STEEL dor oiasus.r SOS
C HEADER
ALUM BRACKET FOR 3"
SOUARE POSTS (606316) OR
HEAVY DUTY BRACKET FOR
3X3 CLOVERLEAF POSTS
STEEL (Fy = 36 k5i STEEL)
POST TWO 3/8' BOLTS
OR EIGHT 014 SMS
T
E 3XEr
LA 0.5' rain ALLUMHEADER
25 -►�-
/10 SNS (32 PLCS)e o
MAINTAIN MIN SPACING OF o °
0.5' BETVEEN SCREWS 5,500
HEADER o c
SPLICE LINE e
0D55'X3'X3' ALUM POST 1.000
OR 0.043'.3•X3• STEEL
'LOCKSEAN POST
SPLICES NOT ALLOWED FOR
DOUBLE 2X6.5• HEADERS UNLESS
DETAIL LA36 IS USED
DOUBLE HEADER SPLICE
.i
0.042'X3%8 OR - •014 SMS
0.032':2-.6.5- DBL 5'
ALUM HEADER' 4-1
., (B PLCS)
LA �/
LATTICE
TUBE
se SMS
4LUM RAFTER
rVD t8 SMS
0.055-X3'x3-
FLUTED ALUM
POST
ILE BELOW FOR
.AND SZE OF
SCREWS. ALL STEEL
C BEAMS USE TWO 1114 SOS
' No. of 98 Screws
Wind .. 2 T a 4 6
Speed :t (in) iMeader Allowable Trb Width
'TA BLE 2.2
0.032
Double 2x6 16 all all all
OVER-
0.002
TRIBUPA_RY WIDTHS FOR SINGLE SPA _NATTA_CHE_D STRUCTU_ RE_S_
o °
0 0
HANG
Double 34 aB a0 all all
91 -110
PROJECTION OF SINGLE SPAN STUCTURES (FT)
Double 2x6 10' : _ 16 a0 a0
0.0477(3'k8". 1-: 1C 1T.;.11
--all
In
8'
9'
10' 11' ; 12' 13' 14' 16'
iT
'i 18' .
(FT)
0'
4'
4.5'
`: 5' ` 5.5' .6' 6.9 T , 7.9 8'
8.5'
9
WALL
16' OC OR THREE 3/8' UG
5'
55' 6' 65'7' 7.5' '. _-- B' 1 85' '
' 9'
E 9.5' '
7
5'
5.5'
6' 6.5' 7'.. 7.9 8'
9.5'
10
3
5.5'
6'
65' 7' 75'_ 8 _; _ 8.5'-; 9'='. - 95'
0
SIDEPLATES
REOUIRCD IF 1a.3/a' SHEET METAL
DETAIL LA36 OR SELF DRILLING SCREWS
S NOT USED SEE TABLE FOR QUANTITY
3X8 STEEL dor oiasus.r SOS
C HEADER
ALUM BRACKET FOR 3"
SOUARE POSTS (606316) OR
HEAVY DUTY BRACKET FOR
3X3 CLOVERLEAF POSTS
STEEL (Fy = 36 k5i STEEL)
POST TWO 3/8' BOLTS
OR EIGHT 014 SMS
T
E 3XEr
LA 0.5' rain ALLUMHEADER
25 -►�-
/10 SNS (32 PLCS)e o
MAINTAIN MIN SPACING OF o °
0.5' BETVEEN SCREWS 5,500
HEADER o c
SPLICE LINE e
0D55'X3'X3' ALUM POST 1.000
OR 0.043'.3•X3• STEEL
'LOCKSEAN POST
SPLICES NOT ALLOWED FOR
DOUBLE 2X6.5• HEADERS UNLESS
DETAIL LA36 IS USED
DOUBLE HEADER SPLICE
.i
0.042'X3%8 OR - •014 SMS
0.032':2-.6.5- DBL 5'
ALUM HEADER' 4-1
., (B PLCS)
LA �/
LATTICE
TUBE
se SMS
4LUM RAFTER
rVD t8 SMS
0.055-X3'x3-
FLUTED ALUM
POST
ILE BELOW FOR
.AND SZE OF
SCREWS. ALL STEEL
C BEAMS USE TWO 1114 SOS
' No. of 98 Screws
Wind .. 2 T a 4 6
Speed :t (in) iMeader Allowable Trb Width
L; to 90
0.032
Double 2x6 16 all all all
m_ph
0.002
0.042-x3"xlr 10' �_ 1S ail _ •_all
o °
0 0
0.042
Double 34 aB a0 all all
91 -110
0.032
Double 2x6 10' : _ 16 a0 a0
0.0477(3'k8". 1-: 1C 1T.;.11
--all
In
0.042
r. 1..
0.042
Double 3xB It;
30
ATTACH PER
DETAIL LA33
RAFTER
COMPLETELY SEAL MATH
PERMANENTLY FLEXIBLE $
WATERPROOF SEALANT
LA
24 .75' 75'
MIN MIN
6' 1 a14 SMS
(24 PLCS)
I i
t
POST 1114 SMS e
24. OC
0.024-x2'.6.5" • 1
ALUM SIDEPLATE
SPLICE ATTACHMENT
-r 4'
SINGLE 0.042"X3X8 6- /14 SMS
ALUM HEADER • IS PLCS)
1•'
3.X3. 1
POST 1114 SMS 2
24. OC
0.024•x2'.6.5'
ALUM SIDEPLATE 1h-.1
. I
L A 1/4' BOLTS ASTM A307 W/ 05'
6 STEEL WASHERS
2
I ® @
4.25'
STEEL
POST
DOUBLE OR SINGLE WKS' STEEL C BEAK
BOLT LAYOUT USE FOUR BOLTS FOR
FOOTINGS UP TO d=42•
L9
DOUBLE 3x8
0.625' MIN --+t-
STEEL C BEAN
1.000
u oo
BOLTS
HEADER
o °
0 0
tt2 PLCS)
LA SEAL WITH PERMANENTLY FLEXIBLE
SPLICE LINE
e o
31 h WATERPROOF SEALANT
3441 IVYLINK PLACE
SPACING
2'x6^.DF LEDGER
0A43'X3'X3' STEEL
2- x 4 -__/BOARD
CARLPUTNAM@COMCAST.NET
LOCKSEAM POST.
STUD
OR MASONRY
DOUBLE STEEL 'C' SPLICE
L9
3'X3' ALUM
10 DR 2I4 SMS
IAPMO ER # 114
RAFTER
ATTICE
HEADER
I
Revisions l
JUN�.1/3 2009
a
all
10 DR 2I4 SMS
IAPMO ER # 114
alI
SEE. TABLE 75
LA SEAL WITH PERMANENTLY FLEXIBLE
CO.rt Putnam, P. E.
FOR FASTENER
31 h WATERPROOF SEALANT
3441 IVYLINK PLACE
SPACING
2'x6^.DF LEDGER
LYNCHBURG, VA 24503
2- x 4 -__/BOARD
CARLPUTNAM@COMCAST.NET
STUD. CONCRETE
STUD
OR MASONRY
TWO 3/8' LAG SCREWS O
WALL
16' OC OR THREE 3/8' UG
. SCREWS O 24' OC
1�4• LAG
13' NM
COMPLETELY SEAL WITH
brows By CMP
SCREW
I PERMANENTLY FLEXIBLE R
LEDGER AND WALL ATTACHMENT
WATERPROOF SEALANT- Check By
r-325' 1' MIN CMP
MIN SYNTHETIC STUCCO
OR °TMS Dote 11/13/2007
NON-STRUCTURAL
THING COVERING (1' MAX.
THICK) FDenon+e
MAX DISTANCE TO FIRST LATTICE.. QUICK REF.DNG
ROV OF POSTS IS 23' FOR Scale /
10 PSF AND 12' F13 R'20 PSF NTS_ P"ePope '-OF-4.-.
STUCCO ATTACHMENT DETAIL
WITH LEDGER BOARD
a
V�
m
0
0
CU
\
m
J
m
DC
LA EXISTING WOOD 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
EAVE
OVERHANG
POST
Live/Snow Load
RAFTER
MAX DISTANCE TO FIRST ROW OF POSTS "L"
Solid Coxer wind
SIZE
EAVE OVERHANG
Wind Speed (mph)
(24" O/C)
12" 18" 24" 30 36"
10 PSI
2x4
15'-8"
8'-11'
6-0'
2'-6'
074
1U5 MPH Exp C
2x6
2Z
22'
174^
13$"
98
110 MPH Exp B
2x8
27
27
27-0'
22'-0'
6.o32"
10 psi
2x4
1 T-2•
6-7"
4'-1'
2'.4"
0-2"
110 MPH Exp C
2x6
27-6
22'4
15-1"
10'-1"
T -Z'
POST
2x8
27-(7
2Z-9'27-0
FUST
22'17
2Z-0'
20 p
2x4
8'-W
4'-9"
8' 10 17
-3
0-1^
110 mph Exp C
2x6
17-4'
12'x'
98'
6=10
4'-0
26
2x8
17 4
12'x'
1Z-4'
SIZE
..
CDNSTRANIDFOCI
Exposure C
3"x3" Rafter @6" OIC
LA
34
(SINGLE AND
MULTISPA
Ground
Aluminum
Wind Speed (mph)
Snow Load
Guage
(psf)
(n)
Up to 90 91-110
Up io 10
0.024"
133'
1313"
LIVE_
0.032"
153'
15'3'
F
0.040"
188'
16 =S"
11-20
0.024"
9-1'
9.1
LIVE
6.o32"
1Z-1"
1r-1"
KIAX
0.040"
134"
13'-0".
MAX
TABLE 1.5
LA ,
33
DOD LEDGER OR STUD
LA
34
II
{
DETAIL LA24, LA25 OR LA26
/
-*FOR
ALUMINUM RAFTER
Alum 0.032`x3N3" Lockseam
REQUIRED WITH THIS DETAIL
B
10 PSF: Two #10x2'
11'
f
Alum 0.055'X3'7(3" Fluted
SCREWS FOR 19' CLEARSPANS
D
111
11'
FOR'20 PSF: TWO 810x2'
Steel 0.043'7(3 7(3" Lockseam
11'
F
SCREWS FOR 10' CLEARSPANS
15'
L
Steel 0.188"7(4'7(4" Square
THREE /10x2- FOR 14'
H
POST
MIX
CLEARSPANW
13'-7'
0.188- ALUM OR
KIAX
26
... _
27
0.125' STEEL BRACKET
MAX
0
FOUR 48 SM SCREWS
21 23 24
--- - - -
3/8' BOLT
r
SNOW
ALUMINUM
POST
FWD
POST
RAFTER MANGER
ONE BOLT DIAM. (MIN)
35 DETAIL LA24, LA25 OR LA26
REQUIRED WITH THIS DETAIL
0.060 ALUM
BRACKET
3' POST -
TWO 3/8' BOLTS 3.5' CONCRETE SLAB
OR EIGHT B14 SMS OR FOOTING
v _'4 TWO 3/8' STAINLESS STEEL
STEEL POST HILTI KWIK BOIi TZ (ICC CONCRETE ANCHORS SEE
LA I ti- :�t•=_•'..' ER -1917) W/ 2' EMBEDMENT AND
36 :� Y 1' WASHER OR EQUIVALENT. GENERAL NOTE P2 MAX
=• °' MAX FOOTING SIZE IS d = 28' FOOTING 512E IS d = 19'
d -{
12' MIN ATTACHED SINGLE
d
'SPAN FOOTING
3/8' x 9' STEEL , POST ATTACHMENT DETAIL TO SLAB OR FOOTING
" RODS (REBAR) 1 SINGLE SPAN ATTACHED UNITS
d EMBEDDED 9- OP
FREESTANDING
POURED FOOTING
CDArIKV-_c ono 1 ATTInC DAT1n oA1n CnMMERCIAL COVERS USING ALUMINUM HEADERS IN 90 MPH WIND AREAS
TABLE 2.4 Post Requirements for
:Freestanding Structures
TABLE 3.3 Post Requirements -
for Attached Structures
Post Description Max POS
Post
Hgt
Alum 0.024'hKTx3" w/ Sideplates-
11'
A
Alum 0.032`x3N3" Lockseam
8'
B
Alum 0.040'7KV'A3" Lockseam
11'
C
Alum 0.055'X3'7(3" Fluted
11'
D
Alum 0.120"x3"xY Square
11'
E
Steel 0.043'7(3 7(3" Lockseam
11'
F
Steel 0.188"x3'7(3" Square
15'
G
Steel 0.188"7(4'7(4" Square
18'
H
TABLE 2.4 Post Requirements for
:Freestanding Structures
0.042"x3"x8" Box Beam (Detail LA04)
Post Description Max
Height _
Maximum POST
_ Footing
Steel 0.043"xWx3" Lockseam 12' 1
d= 0- F
Steel 0.188"x 3"x 3" Square 15' 1
d=j 37- G
Steel 0.188'7(4"x4" Square 18' 1
d= 1 44" H
TABLET& WALL ATTACHMENTS FOR LATTICE COVERS
ANC ANC4
CLEAR- NO. OF#10 NO. OF 1/4"
LIVE WIND. SPAN SCRBNS LAG SCREWS
LOAD SPEED (FT) PERRAFTER PER RAFTER
( MPH - - - -
10 105C 19' 2. 2
11oC 22 - _3_._ 2
20 1100 10' 2 2
14' 3 2
19' 4 3
1 Clearspan on this chart is the .0istance from the w all to the first row of columns. =
2 6tentionalry left blank
3 1/4" Lag screw s must have 21/4" of penetration into studs.
These lag screws must have an 1/8" lead hole.
----------- --- --- - -
0.042"x3"x8" Box Beam (Detail LA04)
Double 0.042"x3"x8" (Detail LA25) .
Double 0.032x2"x6.5' (Detail LA25)
TABLE 2.1
B 24
Attached
Freestanding or
28
Attached
Freestanding or
21
Attached
Freestanding or
6.5 10'-5'
A F-5' A 20 22 23
_...
Structure
_
M ultispan Units
B
Structure
Multiapan Units
27
Structure
Multispan Units
GROL!ID
TTTIB
MAX
POST
MIX
24
13'-7'
MAX FUST LB\.."TH
KIAX
26
... _
27
MAX POST LB4;TH
MAX
21
--
21 23 24
--- - - -
MAX POST LENGTH
SNOW
WIDTH
POST
FWD
POST
MN
FOOI
8' I 10 17
FUST
ND4
FUO
8. I 10 17
POST
MN
17-4"
8' 10 17
LOAD
(Fl)
SPAONG
FOR
A N
SPAO
POST
SQE
OONSTRAffwF00
SPAO,
26
SCE
CONSTRAUEDFUO
SPACGJG
_..
SIZE
..
CDNSTRANIDFOCI
(PSF)
23
CNSLAB
SLAB
(FT)
TYPE
"d
d "d d
(FT)
TY
"d
"d
17
1Y
"d
"d "d "d
9
7-11"
(�
- S -T
A
16
(in)
(in) (In) (h)
19
6-9'
(in)
(m) (�) (m)
20
21
(m)
(b) (�) (�)
:90 NFH D(FUSURE B
up to 10
6
11'-4'
A
g-1 t"
A
19
21
22
23
151-T
B 23
24
25
26
- 5-8"
A
20 21 22
23
6.5
10'-5'
A
6-5"
A
19
21
22
23
14'-4'
B 23
24
25
26
9'4"
A
..20 21 22
23
LIVE
19
21
22
23
13-7'
C 23
23
25
26
8'-T
A
20 21 22
23 -
7.5-
W-1'
A
TS
A
19
20
21
22
17-11"
C 23
2_3_
24
25
8'-1'
A
20 20 21
22
A
7-1"
A
19
20
21
22
1Z-4"
C 23
23
24
25
7-9"
A
20 20 21
22
9
7-6'
A
6-5"
A
20
20
21
22
11'-3'
C 24
24
24
25
T-0"
A
20 20 21
22
UP to 10
'V 6 11'-4' �v
A 6-11" A 20 22 23
24
15'-2"
B 24
25
26
28
g4r
A
21
22 23 24
LIVE
6.5 10'-5'
A F-5' A 20 22 23
24
14'-4"
B
SS_
.6
27
9-1"
A
21
22
g_1"
A -
T-11" A 21
24
13'-7'
C 25
25
- _
26
... _
27
8'-7"
-...
A
--
21
--
21 23 24
--- - - -
23
-- - ---
i.5 9'-1"
_22_ _23
A r-5" A 21 21 -- - - 22
A T
23
--
17-11'
C 25 2-5
25
26
4'-9"
8'-1"
A
21
21 22 23
A T-1" A 21 21 22
23
17-4"
C 25
_25-
.1-27""',-
.25
26
1-9"
A
21
21 22 23
17
8 8'-6'
26
T-0"
A
22
22 22 23'
4'-0" ..
9 T-6
A 6-5" A 21 21 22
23
1i'-3"
C 25
25
25
11-20 V V 6 5-11' `- A 5!-3" A ? 16 19 20 21
9'-51 C 19 21 23 24
5'-9" A . 17 19 20
21
L.NE 6.5
S-5"
A
4-10"
A
16
18
/9
20
F-10'
C
20
21
22
23
SS_
A
17
18
19
20
7
g_1"
A -
4•.5"-
q
16 --
Is.
19
20
64'
C
20
21
22
23
5'-1"
B
17
18
19
20
7.5
4'-9"
A
4'-3"
A i
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
16
19
19
T-5'
C
20
20
21
22
4'-6'
B
17
18
19
19
9
7-11"
A
- S -T
A
16
18
: 19
19
6-9'
C
20
20
21
22
4'-1'
B
17
18
19
19
11-20
-y 6 '
- 6-11" --
A
57-7
A
17
20
21
22
9'-5" I
C 1
21
-22
24
25
51-9"
A
18
20
21
22
WE
6.5
6-5"
A
C-1 Or
A
- 17
19
20
21
X-10"
C
21
22
23
24
51-5"
A
18
19 1
20
21
- _
7
5'-1-
A
V -i"
A
17
19
20
21
8'-4'
C
21.
22
23
24
51-1"
B
18
19
20
21
21
7.5
4'-9'
A '
4'-3"
A
17
19
20
21
T-10'
C
21
22
23
24
4'-9"
B
18
19
20
21
- 20
8
4'-S'
A
4'-0"
A
17
18
19
20
7-5'
C
21
21
22
23
4'S
B
18
19
20
20
_.... ._
- 9
3'-11'
A
V-7"
A
17
18
19
20
e-91
C
21
21
22
23
4'-1"
B
18
18
19
20
Up to 10_
6
1 T -1c
- A
6-11"
A
23
24
26
27
IT -7
B
28
28
29
30
S -r'
29
24
24
26
27
WE
6.5
10-5'
A
F-51
A
23
24
25
26
14'-4'
B
28
28
29
30
9-1'
28
24
24
25
26
- _
7
9'-8'
A
T-11"
A
24
24
25
26
13'-T
C
28
28
28
30
8%7'
JA
24
24
25
26
21
7.5_
5-1'
A
T-5'
A
24
24
25
'26
17-11"
C
28
28
28
29
V-1'
- 29
24
24
25
26
- 20
8
8'-6"
A
T-1'
A
24
24
24
25
17-4'
C
29
29
29
29
T3"
29
24
24
24
25
21
9
T-6•
A
6-S
A
24
24
24
25
11'-3-
C
29
29
29.
29
T-0'25
25
25
25
11-20
6 5-11' A 6-3"' A 19 22 23 24 1. 15'-T D 28 28 29 30
6-9" A 20 22 23 24
WE
6.5
6-5'
A
RAO"
A
•20
21
22
23
14'-4'
D
28
28
29
30
Ss"
A
20
21
22 1
23
7
57-1"
A
4'-V'
A
20
21
22
23
13'-T
D
28
28
28
30
5.4-
B
20
21.
22
23
7.5
4'-9-
A
4'-3'
A
20
21
22
23
1Z-11"
D
28
28
28
29
4'-9"
B
20
21
22
23
-
8
4--5'
A
4'-0^
A
20
20
21
22
1 Z-4"
E
29 _ .
29
- 29
29
4' 8 ...
_ B
20 -
- 20
21
22 .
9
TAI"
_
A
3-T
A
20
20
21
2
11'-3'
E
29
29
29
29
4'-1"
B
21
21
21
22
Rev;sions
CMP
(Teck BY
CMP
Del' 11/13/2007
Fa.n a
LATTICE QUICK REFJ44G
co
P09e
O
U
0
Cool= U
.6ao�
.�_i
o 0
s` r
=
EW -:moo
y Coc�
0 m
Co
F� 0
zV�
Z
C.JqC12 = g
u C 1 9'
C EXP 11
7tt
JUN 1 3 2009
1APM0 ER # 114
Cart Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG,' VA 24503
CARLPUTNAM@COMCAST.NET
Morn By
CMP
(Teck BY
CMP
Del' 11/13/2007
Fa.n a
LATTICE QUICK REFJ44G
Scale NTS
II,2
P09e
O
m
a
d
C!
v
W
1
0
a-
o_
f
Cn
m
0
0
vi
CID
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 (LADE)
Double 14 Ga 3x8 Steel C Beam (LA26)
13'-0"
Attached
Freestanding or
27
Attached
Freestanding or
1T4"
Attached
Freestanding or
29
31
Structure
Multispan Units
E
Structure
Multispan Units
'31
Structure
Multispan Units
GROUND
TIB
MAX
POST
MAX
25
26
MAX POST LENGTH
MAX
1T-0"
C
MAX POST LENGTH
MAX
27
27
NWX POST LENGTH
SNOW
WIDTH
POST
RECD
POST
MIN
FOO
8- J 12' 1 18'
POST
MN
FOO
8' 1 12' I 18'
POST
MN
FOO
8- I 12 I 18
LOAD
(FT)
SPACING
FOR
SPACING
POST
StZE'
CONSTRAWED FCCITEJ
SPACING
POST
SIZE
CONSTRAINEDFOOSPACING
7
POST
SIZE
coNSTRAINEDIFOOTEIR
(PSF)
26
ON SLAB
SLAB
(FT)
TYPE
-d-
"d" -d- -d" I
(FT)
TYPE
"d"
"d- -d' "d"
(FT)
TY
"d"
..(r d d_
32
15-8"
(FT)
T-1"
A
1T-6'
(in)
(n) (in) (in)
26
27
(in)
(in) (in) (in)
C
24
(in)
(in)
90 NPH EXPOSLRE B
90 IvPH EXPOSURE C
6
5'-11"
A
13'-0"
D
26
27
29
32.
1T4"
E
29
29
31
34
23'-5'
E
32
28
'31
32
Up to 10
6
11'-4"
A
20'-S'
D
25
26
28
28
1T-0"
C
24
25
27
27
29-6"
D
28
30
29
37
LIVE
6.5
10'-5"
A
19'-4"
D
25
25
28
28
16-0"
C
24
24
27
26
28'-9-
D
29
29
: 31
32
90 B
7
9'-8-
A
18'-5"
D
26
26
28.
27
15'-2"
C
24
24
26
26
28'-0"
E
29
29
31
32
15-8"
7.5
T-1"
A
1T-6'
D
26
26
27
27
14'-5"
C
24
24
26
25
27-5
E
30
30
30
32
13-0'
8
8'-6'
A
16-5'
D
26
26
27
27
13'-9"
C
24
24
26
25
26'-10"
E
30
30
30
31
411 °
9 1
T-6"
I A
15-5'
1 D
1 26
1 26
1 27
26
12'-7"
G
24
1 24
25
24
25'-9"
E
31
1 31
.131
31
90 IvPH EXPOSURE C
-90 NPH EXPOSURE B
6
5'-11"
A
13'-0"
D
26
27
29
32.
1T4"
E
29
29
31
34
23'-5'
E
32
32
32
32
Up to 10
6
11'-4"
A
20'-5"
D
27
27
30
28
17'-0"
C
25
26
28
27
29'-6"
D
30
30
29
37
LIVE
6.5
10'-S'
A
19-4"
D
27
27
29
28
1T-0"
C
25
25
28
26
28-9"
D
31
31
32
32
90 B
7
9'-S"
A
18'-S'
D
27
27
29
27
15-2"
C
26
26
28
26
28'-0'
E
31
31
32
32
15-8"
7.5
T-1"
A
1T-6'
D
27
27
29
27
14'-5"
C
26
26
27
25
27'-5'
E
32
32
32
32
13-0'
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
411 °
9
7'-6'
A
15'-6'
D
28
28
28
26
12'-T'
C
1 26
26
26
24
25-9'
E
33
33
33
31
-90 NPH EXPOSURE B
90 LT -H EXPOSURE C
6
5'-11"
A
13'-0"
D
26
27
29
32.
1T4"
E
29
29
31
34
23'-5'
E
32
32
31
32
11-20
6
5'-11"
A
13'-0"
D
22
23
25,
28
10'-T'
D
20
22
24
27
23'-5"
E
26
27
29
37
LIVE
6.5
5'-5"
A
12'-3"
D
22
23
25
28
T-5'
D
20
22
24
26
22'-10"
E
27
27
29
32
90 B
7
6-1"
A
11'-T'
D
22
23
25
27
9'-1"
D
20
21
23
26
22'-3'
E
27
27
29
32
15-8"
7.5
4'-5'
A
11'-0'
D
22
22
24
27
8'-6"
D
20
21
23
25
21'-9"
E
28
28
29
32
13-0'
8
4'-5"
A
10'-6'
D
22
22
24
27
T-1111
D
20
21
23
25
21'-3"
E
.28
28
29
31
411 °
9
3'-11"
A
9'-7-
D
22
22
24
26
T-1"
D
20
20
22
24
20'-S'
F
29
29
29
31
90 LT -H EXPOSURE C
11 O'NPH EXPOSURE C
6
5'-11"
A
13'-0"
D
26
27
29
32.
1T4"
E
29
29
31
34
23'-5'
E
32
32
31
34
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
33
37
WE
6.5
S -S'
A
12'-3''
D
23
24
26
29
9'-9"
D
22..
23
25
27
22-10"
E
29
29
30
34
90 B
7
6-1"
A
11'-7'
D
23
24
26
29
9'-1"
D
22
22
25
27
22'-3'
E
29
29
30
33
15-8"
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
13-0'
8
4'-S'
A
101-6"
D
24
24
25
28
T.-11"
D
22
22
24
26
21'-3'
E
30
30
30
33
411 °
9
T-11"
A
9'-T
D
24
24
25
27
T-1"
D
22
22
23
25
20'-5-
F
31
31
31
33
11 O'NPH EXPOSURE C
110 NPH EXPOSURE C
11-20
6
5'-11"
A
13'-0"
D
26
27
29
32.
1T4"
E
29
29
31
34
23'-5'
E
32
32
35
37
Up to 10
6
11'-4"'
A
20'-5"
D
31
31
33
32
1T-0"
C
29
29
31
34
2T-6"
D
34
34
33
37
LIVE
6.5
10'-6'
A
19'-4"
D
31
31
32
31
16-0"
C
29
29 ..
31
34
26-10'
D
34
34
35
37
90 B
7
T-8"
A
1IT-6*
D
31
31
32
31
.
15'-2"
C
29
29
30
33
26-3"
D
35
35
35
36
15-8"
7.5
9'-1"
A
1T-6'
D
31
31
31
31
14'-5"
C
29
29
30
33
25-8"
E
36
36
36
36
13-0'
8
8'-6'
A
16'-5'
D
32
32
32
30
13'-9"
C
30
30
30
32
25'-1"
E
36
36
36
36
411 °
9
7'-6"
A
15'-6'
D
32
32
32
20-9'
12'-7"
C
30
30
30
13-0"
24'-2'
E
37
37
37
1S: 8°
110 NPH EXPOSURE C
11-20
6
5'-11"
A
13'-0"
D
26
27
29
32.
1T4"
E
29
29
31
34
23'-5'
E
32
32
34
37
LIVE .
6.5
6-5"
A
12-3"
D
27
27
29
32
16-W
E
29
29
31
34
22'-10'
E
33
33
33
37
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
90 B
7.5
4'-9"
A
11'-(7'
D
27
27
28
31
14'-5"
E..
29
29
30
33
21'-9"
E
•. 34
34
34
36
15-8"
8
4'-5'
A
19-6'
D
27
27
28
31
13'-9"
E
30
30
30
33
21'-3'
E
34
34
34
36
13-0'
9
3-11"
A
9'-7"
D
27
27
27
30
ff 12'-7"
E
30
30.
30
32
20'-5'
F
35
35
35
36
General Notes
1. Structural design per 2007 California BuildingCode and 2006
International Building Code. Patio Covers as defined in IBC Appendix
I sholl 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 lbF
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 crack 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 on identifying decal giving the name and
address of mFgr., live or snow load, 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 alum. 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 70X 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 Fitts and may
require Further sol investigation.
10. Drainage which otherwise would go over a public sidewalk shall be collected
and diverted under sidewalk.
It. Structures may not be enclosed w/o additional engineering analysis.
12. Intentionally left blank.
13. All steel shall be galvanized or painted one shop coat of rust inhibiting
primer and one coat of enamel 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 foods 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 16135(1)
S1 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 ollowed.
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 ICG 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 shall 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 20Y All specifications must
be based on the longest span.
- GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE 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 UNIfS
USE 20PSF 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.
G. -CHOOSE A HEADER FROM TABLE 2.1 OR 2.5 THAT HAS ADEQUATE
:POST SPACING.
7. -FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
' 'FREESTANDING AND MULTISPAIV 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..DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 OR 2.5.
SLAB 8.:USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
• SLAB 9.'FOLJ_OW 8-10 FROM ABOVE � � '
SLAB 10. CHECK TABLES SLAB1 AND SLAB2 ON SHEET 4 FOR CORNER DISTANCE.REQUIRMEN
. ... TS.
r Revisions 1
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I^L
L.L
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1 3 2009
IAPMO ER #.114
01
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, .VA 24503
CARLPUTNAM@CIJMCASTNET
Drown Br
CMP '
01mck By
SINGLE SPAN TABLES
Dote
11/13/2007
Rename
LATTICE QUICK REF.DWG
S<aa
'"'3
NTS
OF 4
MULTISPAN TABLES
0.D42'x3°x6' Ratter
0.024'x2'x6.5' Rafter
0.032X2'x6.5' Rafter
0.040'y,27l6.5' Rafter 0.D42'x3°x8' Rafter
0.024'x2'x6.5'
0.032'x2x6.5"
0.040".2X6.5°
Gtolald
Rafter
Vind Speed + Expos
Intl Speed + Expos_
Wind Speed+ Expos , Rafter
Wind Speed
+Exposure
Rafter
W ndTER Speed
Wind �.
Wind S d
RaRer
Wnd S
_
Snrnv
._.
S i
110 8
110 B
110 B
-
pati
710 8
pati
Expnslae C
costae;C
Exp�lae C
SpL
Expmue C
----
. (psfj
-
(in) _
90 B
90 C
1 t0 C
90 B
90 C
110 C
90 B
90 C
110 C
I
90 B
90 C
_
110 C
(n
90 110
90 110
90 110
(n)
90 . 110
10
24'
10'$
9-11'
B'-1'
14'-6'
13'-0°
11=2_
17-T
15-8"
12-10"
36'..
171°
17=1'
15$
24'
T-10'
T-10'
11=T'
11-2'
1S-4°
t2-10'
36'
134°
-
.13-4'
L1VE
- 20'
11' 3
9 11'
ti 2
14'4r
13-0'
11-2
1T$
-
1S$
---
17:1
30'
tf3'$
--
18'$
-!: -
1S$
...--
2[r
_..
8-11'
8 2
-
730
11'-2°
12-10'
�'
19-0'
15.0°
16'
11:9"
411 °
8-2
14 S
13_-0'
11=2
1 T$
1 S$
12-1(r
24'
20-9'
19`-1'
194r
16'
9'-11',
13-0"
11-2_'
1 Ste'
17.10'
24'
1T:?
1S: 8°
12
4-11'
_
B-2
14�'
13-0'
71-2
1T$
.158'
12-10'
16'
21'-T
19 1°
1541'
17
9-1 t'
..9-2'
8-2'
13-U'
11-2'
l"'
117-110'.
16'
14 1'
1S BP
113
20
24'
64°
5"4°
6-4'
9'-4'
9'-4'
S 4'
13-1'
131'
12-10'
36'
10�'
1Q-3
10 3'
24'
4'$
4'-8°
T-7
T-2
410'
410'
36'
g 2'
8-2' -
L1VE
20'
611'
6�'
6�_
11'-2
11'--2_
11-2
14'-3
14-3'
12-10°
3P
17-T
12-3
173'
21r
S-4'
S-0'
8 2
_.
8 2
11-1'
11-1'
_ 11-1 .._..
30'
...
9-0°
5.4'
16'
T-11'
__...
T-11'
T-11'
17-T
17-T
11'-2
1-5-11"
158'
_.
12-10'
24'
__
14-10'
..._-
14'-10
_.. __
14-10°
16°
6S
63
4T
4T
17-10'
1710'
24_'
12
10£
9'-11°
8-2
14'-6'
13-0'
11-2
1T -T
1543'
12-10'
17
T 10'
T-10'
11'-7"
11-2'
164°
12-70'
16'
14'-4'
14'-4'
TABLE 1.1
TABLE 1.
TABLE 1.
TABLE IA
TABLE 1.7
TABLE 1.
TABLE 1.9
TABLE 1.1
General Notes
1. Structural design per 2007 California BuildingCode and 2006
International Building Code. Patio Covers as defined in IBC Appendix
I sholl 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 lbF
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 crack 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 on identifying decal giving the name and
address of mFgr., live or snow load, 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 alum. 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 70X 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 Fitts and may
require Further sol investigation.
10. Drainage which otherwise would go over a public sidewalk shall be collected
and diverted under sidewalk.
It. Structures may not be enclosed w/o additional engineering analysis.
12. Intentionally left blank.
13. All steel shall be galvanized or painted one shop coat of rust inhibiting
primer and one coat of enamel 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 foods 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 16135(1)
S1 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 ollowed.
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 ICG 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 shall 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 20Y All specifications must
be based on the longest span.
- GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE 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 UNIfS
USE 20PSF 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.
G. -CHOOSE A HEADER FROM TABLE 2.1 OR 2.5 THAT HAS ADEQUATE
:POST SPACING.
7. -FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
' 'FREESTANDING AND MULTISPAIV 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..DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 OR 2.5.
SLAB 8.:USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
• SLAB 9.'FOLJ_OW 8-10 FROM ABOVE � � '
SLAB 10. CHECK TABLES SLAB1 AND SLAB2 ON SHEET 4 FOR CORNER DISTANCE.REQUIRMEN
. ... TS.
r Revisions 1
co
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I^L
L.L
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1 3 2009
IAPMO ER #.114
01
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, .VA 24503
CARLPUTNAM@CIJMCASTNET
Drown Br
CMP '
01mck By
CMP
Dote
11/13/2007
Rename
LATTICE QUICK REF.DWG
S<aa
'"'3
NTS
OF 4
3
a
o:
0
ac
W
O
a.
C0
0
N
GO
GO
J
M
Of
u
Requirements for Surface Mounted Posison Concrete Slabsor Footings
REQUIRED NUMBER OF POSTS FOR SINGLE
SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
CMP
�r
Table t.1a' Use this table for the following headers
Qf
' '4 OF 4
u
Requirements for Surface Mounted Posison Concrete Slabsor Footings
to
r Revisions i
5
REQUIRED NUMBER OF POSTS FOR SINGLE
SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
CMP
/ fixisting Re 9dence
Table t.1a' Use this table for the following headers
Table 723 ' Table, 5. Determine Ss for your area (contact
' '4 OF 4
Table Llb: Use this table tot the following headers
Edge Distance Requirements for Attaching to Concrete
Slab
Table SLAB2:
- - Panel Span
3x8 Alum
Header
Slab Distance
Comer From Comer
Corer
Trib Area
_,---
Exposure sure C
Exposute B po
-�i`O` M 2�
Code X Y
___ ______
Confer Trib Area I
t
(sq It).
Double 3x8 Alum Header
110 mph
sl 6'. 6'
50
s1 Si s, s1 sl 51 s1 st s'. est' st
dst�st
sl
Double 2x6.5 Alum Header
I Post Sparng
1
;,.,.53�
sl sl st sl 51 s2 sl sl 5:
s2
s3
67
Double Steel C Beam
52
54 ,Y 12
60
sl S sl sl s? s3 sl s1 s4 51 s:
53
Single Steel C Beam
Panel Overhang
63
sl sl 51 s2 s2 s3 51 s1 51 s. s2
53
s6
3D' 6'
Figure 1
67
st s1 st s2 s3 's4 s1 s1 st s2 s3
s4
'
69
sl sl s2 s2 r s3 55 1 sl sl s2 s2 s3
s5
s8
S9 18' 18'
X and Y are Interchangeable Concrete slabs shall be in goad condition
'
ton% 591 1009:, T75
110% 769 For 2 post Stnrctrues divide tri 3
'
and shall have no cracks in the tributary
Post He fight (h)
Directions for using these tables
All
Post Height (h)
130% 545 130% 715 For 4 post Structntes divide by 4.5 ,
A higher comer code
Require
8'
9'
10'
11'
12'.
8'
9'
10'
11'
12'
Require S 9' 10' 11' 12'
8'
10'
Q'
12'
Wind
Number
instead of 53.
Wlnd 6t posure B
3 Cross Reference Table SLAB1 and find
Wind Exposure C
Wlnd Number Wind Exposure B
p4AXIMUM TRIBUTARY
re
Wind Exposure C
i
WIDTH ALLOWED
Speetl
of Po95
(s1, s2, s3. s4 etc)
MA)Dk1UM TRIBUTARY
WIDTH ALLOWED
Speed of Poses
01
85 mph
2o,3
9
9'
6'
3'
0'
9'
8'
5'
3'
0'
a5 mph 2 or 3 S 9' 9' 7' 4'
9
9
9'
6'
4'
4
9
9
9,
6
3'
S'
9'
9
5'
7
4 S' 9' 9' 9' 9
9'
9
9'
9'
6
v
5
9
9
5'
9'
5'
9'
S
9
T
4'
5 S' 9' 9' 9' 9
' 9'
5
9'
9
9
90 mph
2 or 3,
5 9 S' T 4'
9
9
8'
6'
3
6 9 9 9 9' 7' 9 9 9 9' 6
7
9
9
9
9'
9'
9
9'
9
9
9
4
5
S' 9 5 9 9
5'
9
9'
9'
T
90 mph
2 or 3
9
9
6
3'
0'
9
T
4'
7G
95mph
2or3
9 9 9' T 4'
9
'S
7'
5'
T
4
9 9 9 6 3'
9 9 8'- 5 Z
5
9
9
9
_
5'
9'
9
9
8'
4'
4
S" 9 9 9 9
9
9
5
5
6
6
9
9
9
9
7'
9
9
9
9'
6"
5
_ 9 9' 9 9
T
9
T
9'
9
1D0 mph
2 or 3
d
9' 9' 9' 6 4'
S' 9' 9' 9' T
9
9
9
9
6'
9'
4'
E'
Z
S
9 9' 9 9' T
Y T 9 9 8'
95 mph
2 or 3
9 9' 6 3' U
8'' 6 4' G
4
9
9
6
3'
9.
9'
7'
4'
5
9' S 9' 9' 9
9
5
9
9'
9
9
5'
T
9'
9
T
4'
6
5 9 9' 9' 9
9
9
9'
9'
T
105 mph
2 or 3
_ 9 8' 5' Z
9
7'
5'
3'
1'
6
9 9 9 9 T
9 9 9 9 S
9
9
9
9
T
9
9
9
9
T
4
5
_ 9 9 9' S
5 9 9' 9 B
9
S'
9
9
9'
9'
6
9'
3'
6
8
100 mph
2 a 3
9 8' S 7 or
T 5' Y I. ' G
9
9
6
T
t'
6
5 9 9, 9 9
5
9
9'
9'
5
9
9
9
&
4'
9'
T
9
S
Z
7
9 9 9' 9 9
9
9
9
9'
9
110 mph
2 or 3
9 9 6' X T
8'
6
4'
Z
1'
6
9 9' 9 9 6
9 9 9 T 4'
7
9
9
9
9
8'
9
9
9
9
6
4
5
S' 9 9 T 3
9
9'
T
6
Z
105 mph
2 or 3
9 6 X 1' a
6 4' Z 1' G
4
9.
9
T
3'
G
9
T
S
Z
G
6
9 9 9 9 B
9
9
5
,
Y
9
9
6
1'
9
9
T .4'
1'
1
7
9 9 9' 9 9
9'
9
9'
9
T
6
9 9 9 8' 3'
9 9 9 5' Z
7
9
9"
g
9
4-
9
9'
9'
T
7
Tables L7 arld L2 need to be checked for surface
mount concrete art achmem
110 mph
2 or3
8 5' Z D• 0'"
5- T Z G G
4
9
9
5'
Z
O'
9
6
3'
1'
G
5
g.
. g'
9
3'
0'
9
9
S
7
G
Directions for using Seismic Table L2a or L2b
6
9
9
9
S
0'
9
T
T
'4'
0,
1 Determine Tributarywidth
,
7
9
9
9
T
' 1'
V9
9
5'
t'
2. Determine width of structure
i n^.^....r^e wol.wt nt �rnrt.rm
to
r Revisions i
5
r
Check By
CMP
/ fixisting Re 9dence
-
Table 723 ' Table, 5. Determine Ss for your area (contact
' '4 OF 4
Table SLA97:
Edge Distance Requirements for Attaching to Concrete
Slab
Table SLAB2:
- - Panel Span
Lattice
'
Slab Distance
Comer From Comer
Corer
Trib Area
_,---
Exposure sure C
Exposute B po
-�i`O` M 2�
Code X Y
___ ______
Confer Trib Area I
t
(sq It).
85 90 95 too 105 110 85'90 95 16o' 105
110 mph
sl 6'. 6'
50
s1 Si s, s1 sl 51 s1 st s'. est' st
dst�st
sl
_ s2 12'" 6'
16' 6"
I Post Sparng
1
;,.,.53�
sl sl st sl 51 s2 sl sl 5:
s2
s3
67
sl sl Si sl 52 52 sl SI s' sl 52
52
54 ,Y 12
60
sl S sl sl s? s3 sl s1 s4 51 s:
53
s5 24' 6-
18� ,7
Panel Overhang
63
sl sl 51 s2 s2 s3 51 s1 51 s. s2
53
s6
3D' 6'
Figure 1
67
st s1 st s2 s3 's4 s1 s1 st s2 s3
s4
s7
24 12'
69
sl sl s2 s2 r s3 55 1 sl sl s2 s2 s3
s5
s8
S9 18' 18'
X and Y are Interchangeable Concrete slabs shall be in goad condition
'
ton% 591 1009:, T75
110% 769 For 2 post Stnrctrues divide tri 3
G
and shall have no cracks in the tributary
Directions for using these tables
All
area.
130% 545 130% 715 For 4 post Structntes divide by 4.5 ,
A higher comer code
1. Determine Corner Tributary Area (see Figure 1)
may always be used
'
2 Determine Wind Speed and Exposure
ober a lesser are.
s4 may always be used
Q'
for the patio cover
JU 13 2009
instead of 53.
3 Cross Reference Table SLAB1 and find
OC
the "Slab Comer Code"
- Figure 2
(s1, s2, s3. s4 etc)
IAPMO ER #114,
4. Determine Corner Edge Distance Requirements
01
3.5^ Concrete Slab
From Table SIab2
Carl Putnam, P. E.
..
S Set Post away from Corner as per Figure 2
3441 IVYLINK PLACE
Check with local building authority to detemvhe lithe structure is built in Exposure 6 of C.
`
Suburban. wooded and urban areas are generally Exposure B
X
_______> .
Rural open areas are generally Exposure C
Post
1
�\
tY
Cooler Tnb Area must be in
good Condition
1
1 ,
(
v
J
X and Y are Interchangeable
to
r Revisions i
5
D,o.n
Seismic Size Requirements 4. Determine number of posts etrUCtufe has
Check By
CMP
Date 11/13/2007
-
Table 723 ' Table, 5. Determine Ss for your area (contact
' '4 OF 4
3x8 Alum Header Double 3x8 Alum Header your local bu0dntg department)""
6. Choose Table L2a or 121) based on the header
QFESS
Double Zx&5 Alum Heade Double Steel C Beam
7. Deteimine the maximum size allowed on the char-
SingleCC.13eaIn -
hanSize
_Steel ^
Size 8. Multiply #1.'92 and 03 and divide by #4""'- .. . -
-�i`O` M 2�
.
Size
Ss Allowed - Ss Allowed 9. it *8 is lower than #7 the structure is OK for seismic _
^0% 7115 20% 2006 10, t your Ss is over 150% use 150%
ASCE?-DS 12.8.1.3
y V 2
' 30% 1477 3D% 1937 _
m
40% 1107 40% 1453
50% 1328 'no check needed for Patio Covers attached to slab under these conditions .
01 50%%
50% 10.13
1107 "ro check needed for Patio Corers that are 1U tall attic hed to :lab under these conditiom
10
s� 1
5C%
7Q% 723 7D% •"rro check needed Dor Patio Co%6. that arc 8'tall attached to slab under these conditions
8092• 738 80^: D60 ^C� U the Ma:arnurn G.nsiJac l Eerthyuaka (0-0 Mut-, (0 2 >tuj
90% 656 9D% 861 mapped on FQUres 1613.5(1), 1613 50) In the 2.W7 Clic
AltemotWiv, divide by Drew numbers
y^'
'
ton% 591 1009:, T75
110% 769 For 2 post Stnrctrues divide tri 3
G
110% 586
120% 537 120% 705 Fbr3 post Stnxtrtxs divide by 3 -
All
130% 545 130% 715 For 4 post Structntes divide by 4.5 ,
140% 506 140% 664 For 5 post Structrues divide by 6 .CD
3
150% 473 150% 620 For all others add 1.5 to number of posts
Q'
JU 13 2009
IAPMO ER#114
OC
Sheet of4
W
IAPMO ER #114,
01
n.
a
Carl Putnam, P. E.
..
3441 IVYLINK PLACE
LYNCHBURG. VA 24503
CARLPUTNAMPCOMCAST.NET
a
v
D,o.n
CMP
Check By
CMP
Date 11/13/2007
Flemme
LATTICE QUICK REF.DWG
scow NTS
' '4 OF 4