13-0259 (PAT)44
P.O. BOX 1504 '0�0
VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Application Number: 13-00000259
Property Address: 81260 JASMINE CT
APN: 764-280-999-31 -300236-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 9177
Applj� n : Architect or Engineer:
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: 13 n No.: 906650
Date: ^ ` f' �j Contractor:
OWNER -B LARATION
I hereby affirm under penalty of perjury that I am exempt fro�ER.D;
Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1—) 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.).
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.).
(_) 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
Owner:
MERCHANTE RESIDENCE
81260 JASMINE CT
LA QUINTA, CA 92253
Contractor:
ALL VALLEY CONSTRUCTION
39813 CLEMENTS WAY
MURRIETA, CA 92563
(760)774-5786
Lic. No.: 906650
I
Date: 3/11/13
11AR 2013
----------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700.of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
--�–� 3700 of the Labor Cod , I shall f hwi m Itis with those provisions.
Date: i� Applicant:
WARNING: FAILURE TO S E WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property#or ins'on pur oses.
Date:
Signature (Applicant or Agent):
�J
LQPERMIT
Application Number
. . . . . 13-00000259
Permit . .
. PATIO COVER
PERMIT
Additional desc .
Permit Fee . . .
. 117.00
Plan Check Fee
76.05
Issue Date . . .
.
Valuation . . .
. 9177
Expiration Date
9/07/13
Qty Unit Charge
Per
Extension
BASE
FEE
45.00
8.00 9.0000
THOU BLDG
2,001-25,000
72.00
----------------------------------------------------------------------------
Special Notes and
Comments
PATIO COVER 231X 301TOTAL
SQ. FT
690.
2009 IBC,2009 IRC,
2010CBC & RC.
PER
APPROVED PLANS.
----------------------------------------------------------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
.
1.00
Fee summary
-----------------
Charged
----------
Paid Credited
Due
Permit Fee Total
----------
.117.00
--------------------
.00 .00
117.00
Plan Check Total
76.05
.00 .00
76.05
Other Fee Total
1.00
.00 .00
1.00
Grand Total
194.05
.00 .00
194.05
N
Bin. #
City of La Quinta
Building & Safety Division
P.O. Box 1504,78-495 Calle Tampico
4.Quinta, CA 91253 -:(760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: Z 60 eT� S N6
A. P. Number.
77dd
S % Z 6 U fd 5 /N + IJ 6 C1,
Legal Description:
Contractor. A L L VA L L. F Y C 0 iJ S7(I AJ �Tj 6%
City, ST, Zip: Z/� (� V 1 ✓`�A V_ A q 2, � /
Telephone:
Address: C 1 3 C (_ C iM 4 A-,*F.S way
ProjectDescription: M,p Woo a P47/8
City, ST, Zip: /IA CTA CA.. 72 r d 3.
co V E /'-3)X. 307
Telephone: '1�� m 7-7 y_51
State Lie. #: 6 6 6 5 City Lic. #:,a ?7
Arch, Engr., Designer.
Address:
City., ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: S/ 1M B b Al C,J �� /�
Construction Type:. Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:6"'�0 j-.'%L # Stories: # Univ:
Telephone # of Contact Person: 7� O_. 7 % 7% 5V-6
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd•
Recd
TRACMG
PERMIT FEES
Pisp Sets
Plan Check submitted
Item Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plana picked up
Construction
Flood plain plan
Plans resubmitted '
Mecharilcal
Grading plan
Z`! Review, ready for correctiionstiissue
Electrical
Subcoutactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S NLL
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
'^' Review; ready for eorrectionslissae
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks. Appr '
Date of permit issue
School Fees
Total Permit Fees
•;rte.
TrIlogy
February 28, 2013
Richard Mercatante
Kathleen Mercatante
81260 Jasmine Ct
La Quinta, CA 92253
Property: 81260 Jasmine Ct
Account:
CONDITIONAL APPROVAL
Dear Richard Mercatante:
- We; are pleased to inform you that your plans for installation of:
k-
• An above ground spa
• Water feature
+ Patio cover
• Fireplace and bbq
Received on 02/22/2013, have been approved by the Design Review Committee with the following conditions: 1, 2, 3, 47, 8,
9,12,13,17 and 19 (see attached copy).
Please note: Any damages caused by contractor due to construction must be repaired; all irrigation and landscape
sliill be restored to original condition.
This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any
property other than that of the applicant. This approval is related solely to the items reserved for approval by the CC&R's in
accordance with the Design Review Guidelines. The approval does not extend to the quality of work done by your architect, or
contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the
services of a state licensed professional for consultation as needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure compliance
with building codes, or other local or state laws. Please be advised that this approval does not relieve you from obtaining any
necessary building permits from the governmental agencies involved to ensure compliance with these codes. Any violations
of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with
the Association's policies and standards.
'h
Si
ely,
Baby Stere
General M
Enclosures
CCAM, CMCA, AMS
Cc: Board of Directors
Design Review Committee
Trilogy at -La Quinta Maintenance Assoc.
Professionally Managed by Action Property Management, Inc.
60-750 Trilogy Parkway, LaQuinta, CA 92253-7717
Phone: 760-777-6059 Fax: (760) 564-2474
www.actionlife.com
r
i
NEW SPA AT -0- ELEVATION WITH STONE ""
COPING, PEBBLE FINISH, AND RAISED "* �- '
WALL AND WATERFEATURE AT REAR. SEE
RENDERINGS. ADD NEW PAVER DECKING �-► "'-,_, -- ` — ",
AS NECESSARY BETWEEN SPA AND __ ..:.,- p i '1 j" jr '
�4
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NEW FIREPLACE WITH STUCCO VENEER,
TILED HEARTH AND CAP, GAS LOG KIT '
AND KEY, AND FIRE -BRICK INTERIOR (SEE
RENDERINGS) \
EXISTING PAVER DECKING TO REMAIN, �-
F
NEW ALUMAWOOD PATIO COVER WITH -
t "v)
FOUR POSTS/COLUMNS, COLOR TO
MATCH EXISTING COVER. F Ni
-r All
NEW E .SILT -IN BARBECUE WITH TWO
BASE`'-; AND COUNTERTOPS. INCLUDES
STUCCO VENEER TO MATCH HOUSE,
STONE, OR TILE COUNTERTOP, GAS,
ELECTRIC, AND CANTILEVERED SIT-UP
BAR Ef.Q COMPONENTS TO BE
SUPPL I:'D BY OTHERS. SEE RENDERINGS.
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=DESIGN CONBIk 1�111IIIIIIIII�IIIIIIIII�IIIIIIIVdIIiIIIIoI illllllllllllllllllllllllllll, I�IIIIIIIiII�dlii��lidllY�lllllll' I =__ __ IIIIIIII�IIIIIIIIIIIIIIIIIIII�1liiiiii�iIIIIVIIIIIIIIIIflllil'
11 MINIMUM ROOF SLO FOR SOLID ROO : PANELS: 114 IN PER FOOT
hI I III--i—NEW—
' I I I. I
12 _MINIMUM P "��” SIZE:IBpi190�iIARE FEE I I I IIIIIII�IIIII II IIIIIII III111111 III IIIIIIIII!IIIIII!11111111�111111��
-13 MINIMUM SIZE"OPTING ROOF'IOVERHANG RHED COVER: -60 SOUAR�IIII�III . I 111111111111111111 --
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SE17, SECTION 6.6.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEMEI 7, SECTION 6.6.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES” IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13,
EXCEPT WHERE NOTED IN THIS REPORT.
17. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY, THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
18 THE RATIO •' PATIO COVER LENGTH (L, FTDLVIDED BY THE PATIO COVER P O ECTION OR WIDTH (P, FT), SHANOT BE LESS THAN ONE (1).
5 II 1111, , ,. Iluuuiil�lllllll� ll, I III „ — __- �ill110,11
4lullilull�Plpl = —_ — I�Illlllll�j lillplllgy!II!I p
MATERIAL SPEC O S: IIIIIIWIIIIVIIIIIIP I _ IIIIIII I 11111111
19. BEAMS SHA ED OVER] IIII„E CENTER SONLY OF A THREE POST( "47N Mll)IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIIIIIIIII ¶IIIIIIIII I IIIIIIIIIIIIIIIIII
_20rALTERNATE L I (NUM ALLOT $IIMAY BE SUBST TED FOR THOSE=SHOWN, PRO LD THEY AREhREG1STERED WI €IRE ALUMINUM ASSOCIATION A,, kVE EQUAL ORIGREATER VEIL D
A MIINIMUMI128 DAY CgK6r1ESSINDS PER SQUARE FOOTII '' PE TERALII OIILI�EARINGS>REIS
BEARINGIPRESSURE
PERABLEIIII1160.2 AND 806 3 4 �Illflll III I I I�I lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II
KERS SHALL,BE HOT-0IPPALVANIZED RUST O-LEUM c� L PAINTED OR ELECTROP SAND
TM A653IIIIIIGRAOE 40. QQI� 1111 IIII�� dllllllllllllllllllllllllllullllh@I
1M BOt1,TS SHALL BE 2 4=T L BOLTS SHALL" -;BE AS,(I ,1 G„J„1FL BOLTS SHgLi (HAVE T -C
TREWS E° F DRILLING (SDS) OR SHEEIT IETAL SCREW$'(SM$) IN G
1BU M UM COLUMNSPACIN _ N BARING ON:A CONCRETI
AND ll 651 ICE UMINUMI PATIOI'CIOVER CLAS A ROOF ASSEMBLY
TABLE 1 - REDUCTION FACTOR APPLICABLE
TO MULTIPLE SPAN CONDITIONS
FOR ROOF PANELS
+I`IIIIII,i' ll ��.
PEED
I URE EImI
v
4oIpIlIIIIIIIIIIIIIIIK = _ 0 =
3
a IP �� 1 loolenPH "IIII IiPll 110 _ — d� I �7�Ef4a IIII I.
?XP! �Il d l IIFh 'III EXP VIII IIIEXPIIIC (IIP. e- = I I w a
1.0 1.00 II 0 80 1 10.90 = O.fi — °h
1111 n, 01 III
lid � -
1.0 1.001 I loo 111.00 - _ — _
I� 111 I I I I 111111 II111111i11'I (,IIIIIII IIT
II,I
1.Odlllllm9.00,011 1.00,1P1'dllu1..00n1!I0.00 z U-00 = = IIII(nllln�. MIP P11111IIIImI:,. 141
20&30
C.
��:'�”I'°IiuiiilllllllllllpllllllllllllU�ll`- � • .
THOMAS I. : Q
CAMPBELL -�
33
I,II�PI!;;ll,�l�;llljilVI'I!'IIID — =---
IIIIIII ��II ===
IIIIIII'uliuIIIIIIIIIIIIIi�I�I!(
,mu11V.IIdIIIillluoL- � _ ”—
RAFTER SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 112°-Sl6E FF
FOR SIZE
AND SPACING OPEN LATTICE TYPES
MAIL PRpZ, ) NOTE: THIS OPEN LATTICE -TYPE ST0.UCTURE EE SCHEDULE
SEE SCHEDULE Svc' MAY NST BE COVERED.,
MAX. O.H. 'VG .�
2511 OF SPAN o• ' 7F-
..j.-
AFfEfi S. -TABLE A/
F0. d/ 7Fci1.61ZE �.�i.
LENGTH OF STRUCTURE VARIES
PZ
PLATES
`oFF Sp
r�(LcC/'t'O
NOTE: EACH COMPONENT IS INTER- B ATTACHMENT
SED WHERE
CHANGEABLE WITH ANY OTHER sF D.
OOMPONTENT UNLESS OTHERWISE SHOWN. rgpDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE /
OPEN LATTICE -TYPE PATIO COVER �,✓
SCALE: MS S'" AY=BCOOVELLATTICE-TYPE STRUCTURE S
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE, ��
RA E SIZE�E MAX PROJ. 9M THIS OPEN L
SEE SCHE
AND SPACING MAY SE
LENGTH OF STRUCTURE VARIES
SEE POST
LENGTH OF
COMPONENT IS INTE-R'
WITH ANY OMER s�
UNLESSOTHERWISE SHOWN. r1B�
\ F
i FOO
PE 'IF" ATTACHED MULTISPAN SE;
NOTE:
SEE S FROJ LE
RAFTEp,SEETABLE
AND SPAC NG -
LENGTH OF STRUCTURE VARIES
_ -pV'9nA'G
POST WITH SIDE PLATES 7k
SEE DETAIL
POSTCRaSSSECTION,
31/2• SLAB p SEE POST DET
SFFr So
NOTE: EACH COMPONENT IS INTER- MAY BE USEDTO CONSTRAIN
CHANGEABLE WITH ANY OTHER aFFr FOOTING,
EE G MAY UNLESS OTHERWISE SHOWN. 1e<FSCHUSEDNOTE: EACH COMPONENT IS INTER- TO CONSTRAIN
d FOOTINGOTHER, SEE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESSGEABLE YOTHERWISE SHOWN.rgB�F SCHEDULE
SCALE FOOTING WHERE REQUIRED NTB SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING _SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICF STRI ICTI IRF
f . ,
kS I. ' o'�,�
CELL
I � ° Xg
e
dem
n°
41�
DRAWN Br: E.N.
TOM CAMPBELL &ASSOCIATES, INC:
-
LIVE LOAD m
SYSTEM As MFG. BY:
ER# 0195
TE:4nB12011
SCALE NONEREVISED
COMMERCIAL AND RESIDENTULL 9TRUCTURAI ENGINEERING
OPENIATTX;E
10.2o a3o pu
EPAT10VER
PRODUCTS, INC.IAPMO
BY.
RANCHO CUCAMONGA, CA (951)741-2107
STRUCTURES
HORIL WIND =
90,100 a 110 MPH
E AVE, SACRAMENTO, CA 95826
021 FAX 4031519 ealasQduretUm.com
SHEET 3 OF 33
1f
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS -�
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -�
F
SQ. POSTS, SIZE VARIES Hr
SI
*SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 8 1/2' SIDE PLATES.
SOLID PANEL TYPES
aryaTy OF ATTACHMENT CHANNEL
SNgLL rypS�(rCh/RALUMINUM SEE DETAILSROOF PANEL -
�SPRQ/EC� SEn FS
SEE SCHEDULE
S -------- IN. 0.25' SLOPE PER FT
SPAN
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
31/H SLAB ALTERNATE
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMUTED.
SEE SCHEDULE
MAX. HT.- 12' POST AND APLICE AT END SAYS.IS
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORIION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED 25%
OF SPAN
'O.H.' NOT TO EXCEED 25%
OF SPAN
7liEPRo F�n
SEE DETAIL FOR SPLICE
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SEE DETAIL FOR SPLICE
LIVE LOAD •
POSTOPTION
S
L: CANTILEVER BE M
SEE DULE
OPTIONAL: CANT EVER BEAM
SE SCHEDULE
1k SO. POSTS, SIZE VARIES
SCyDUC0
SPAC NGR
(/LES
POST PACINOR
Qy
PST SPACING
RANCHO CUCAMONGA, CA (951) 701-2107
?gg5 aF"PAN T
8260 ALPINE AVE., SACRAMENTO, CA 85826
3 1/2' SLAB
ATTACHMENT
ALTERNATE:
ALTERNATE:
MAYBE USED
SINGLE POST
SEE SCHEDULE
ALTERNATE.
25� OF SP
WHERE PERMITTED.
3 1/2' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
SEE SCHEDULE
OTE. O SPLICE AT THIS
TO CONSTRAIN
MAX. HT.= 12'
POST AND AT END BAY
NOTE O SPLICE AT THIS
FOOTING WHERE REQUIRED
FOOTING, SEE
POST D AT END BAYS.
SEE SCHEDULE
NG CUBE SIZE
MCI'
POST D AT END BOYS.
NOTE: EACH COjIu�I ONENT I3CHANGEABLE WIYFNYCOMPONTENT
SCHEDULE
UNLES O 2
I'•
�`•
ATTACHED
MULTISPAN
W/CANTILEV STIM AS
d.�%i
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
37940
ceryaTy
- m'
y UM
1/2 x 9' STEEL ROD
of SrRu •' PI
R , SPANS ULE MIN, 0.25' SLOPE
PER FT.
O H I •� / .� C vi L
0
CHANGEABLE WITH ANY OTHER
•
COMPONTENT UNLESS OTHERWISE SHOWN.
- o.
4'O.H."
COMPONTENT UNLESS OTHERWISE SHOWN.
11 NO
NOT TO EXCEED 25%
q
\��I���`����
I
S
OF PAN
1A//i`AA1Tu Cvcc n0YInnt
SEE DETAIL FOR SPLICE
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SEE DETAIL FOR SPLICE
LIVE LOAD •
PATIO COVER STEM S MFG. BY.
POST, p
SQ. POSTS, SIZE VARIES SgESCyFD rya
OPTIONAL: CANT EVER BEAM
SE SCHEDULE
POST
SfESCNgC/ryG
OPTI NAL CANT EVER BEA
SEE SCHEDULE FOR
SOLID PANEL
STRUCTURES
f
(/LES
POST PACINOR
SO. POSTS, SIZE VARIES FDU�S
PST SPACING
RANCHO CUCAMONGA, CA (951) 701-2107
HORIZ WIND -
90, 100 & 110 MPH
8260 ALPINE AVE., SACRAMENTO, CA 85826
SHEET 2 OF 33
ALTERNATE:
�' OF SP
ALTERNATE.
25� OF SP
3 1/2' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
31/2• SLAB SINGLE POST
BE USED SEE SCHEDULE
TO CONSTRAIN
NOTE O SPLICE AT THIS
TOMAY
CONSTRAIN
NOTE O SPLICE AT THIS
FOOTING, SEE
POST D AT END BAYS.
FOOTING, SEE
POST D AT END BOYS.
SCHEDULE
SCHEDULE
FOOTING WHERE REQUIRED
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9' STEEL ROD
NOTE: EACH COMPONENT IS INTER-
112 x B' STEEL ROD
NOTE: EACH COMPONENT IS INTER -
CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
I
TYPF "n" FRFFATANnIMr: flAl II TIQ13AN
1A//i`AA1Tu Cvcc n0YInnt
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER STEM S MFG. BY.
IAPMO ERN 0195
TE' 4neno1l
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
STRUCTURES
f
10.20 & 30 paf
1
OURALUM PRODUCTS, INC.
REVISED SY:
RANCHO CUCAMONGA, CA (951) 701-2107
HORIZ WIND -
90, 100 & 110 MPH
8260 ALPINE AVE., SACRAMENTO, CA 85826
SHEET 2 OF 33
(818)162-7021 FAX 40&1619 aelea®durelum.mm
ATTACHED
ALTERNATE FTG.
CUBE SIZE
COLUMN
/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
18"
ALUM: TBRACKET USE WITH
���8,�.
20"
T BRACKET
1 POST TYPE B.C.D.OR E.
El POST ONLY:
25• SQ.
/
9TEEL.TBRACKET USE WITH
POST TYPE B,C,D,E,F,G,H J OR K
e"r USESg OST TYPE
F, G,'H
(}5/
(2}4 112 SMS EA.
32' SQ.
J OR K
p
POR POST TYPE J
3'SQ. POST SIDE OF POST OR
1/4"
37 B0. POST UBEM.-}My �ACHEE r
30'
5'
M.B. THROUGH
1
KWIi0LTSOREOUAL
43" SQ.
30"
POST
STEELTBRACKEi:
USE 2}3 B'0 HILTI WK
1 V2 DEPTH OF
FOOTING OR
(2}t/TP! BOLTS 1 16" INSERT
POR ALL OTHER
(2}i/4'0 POWERS WEDGE-
BEE NOTES BELOW �
Bol OR EQUAL
12' MIN. EMBD.
CONDITIONS 4 S' X .166'
BOLTS+ OR EQUAL, EACH
BRACKf?T TO SLAB.
2 ):• EMBEDMENT DEPTH
`'
) •'� •
ASTM A36
STEEL
MINIMUM DISTANCE TO
EDGE OF SLAB = 4" OR
FOR KWIK9OLTS)
•
, j
T.O.C.
TO CRACK = 10"
(I % MIN. EMBEDMENT)
Mold
q
?�i
�.,. •
ASTM A572 STEEL
a
DE TH A -
,.• rn
(1).1/2.0M.B, '•: ;�•.' �� J
3/t B•
• ,.s J ,..�' SLAB SHALL BE IN
GOOD
a POURED CONCRETE
x LONG, t•
FROM END
CONDITION
FOOTING SEE NOTE
OF POST �•:� �L; ::. r Z
�•'
3• SO. POST (STL.) - --
9 1/2' MIN.
FOR SIZE
BEE FOOTING
QUAR
POURED SQUARE SEEFTG.
OR FLUTED i
OR 4- SO. POST (STL.)
SCHEDULE
M BEAM SPAN TABLE
CONCRETE SCHEDULE IN BEAM
FOOTING
IN
EXISTING SLAB 7
3' SQ. POSTS TO CONC. FOOTING 8
�,. SPAN TABLE
SQUARE POST EMBED. O
::-INTO FOOTING 9
L_.
PL.5/8'THK, "
11/2-1 B•1 11/2'
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SO. 1B' DEEP
'CUBE FTG.
18"
18' SQ.
12"
20"
21' SQ.
12-
22"
25• SQ.
16•
L24-�`
X28- SQ.— -b=x.26-
35'-39"CUBE
26"
32' SQ.
23'
28•
35' SQ.
25"
30'
39' SQ.
28•
32"
43" SQ.
30"
34"
47" SQ.
32"
36"
51' SQ.
34"
38"
55" SQ.
37•
40"
60" SQ.
39'
42"
64" SQ.
4.1"
44"
69" SQ.
43•
• CUBE FOOTING WI 4' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23' 8 24' CUBE
(2)-t/Y0
3 1/4"
.. 25'-30"CUBE
(4)-1/2.0
34/4'
31'-34•CUBE
(d}5/8.0
4•
35'-39"CUBE
(4)3/4.0
43/4•
40'- 42• CUBE
(4)3/4'0
4 314• rN
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
W/INSERT, MAO BEAM, 4' OR
7'I -SEAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
2'XVX5&AT
STEEL'T" BRACKET.
3. POST TYPE F
DO NOT USE STEEL=
BRACKET W/7' 1-B AM.
WELDED STEEL BASE PLATE 1
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE BHT. 9
9`'SQ. x 5/B' B, C,'D, F, G, 8 H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
{4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS
9"x9'x 5/8" STEEL PER I.0 C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH) -
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED v
DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD= PATIO COVE SYSTEM S FG. BY:
IAPMO ERB 0195 GATE:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10. 20830psf DURALUM PRODUCTS, INC.
SCALE: NONE1 _I
REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 AND EMBEDMENT 00 010810 d 170 MPH 8289 ALPINE AVE., SACRAMENTO, CA 85826
(910)452-7021 FAX403-1519 salea®dumlt .mm SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
2.00" 3.00" SQ.
SPLICE WHERE �
1.79" OCCURS7 . SPLICE WHERE SPLICE WHERE �1 '
OCCURS OCCURS
4.8' ops•
3" 2.57" 4.6' 7YP.
2.1 s" ;8.
2.04• .085• p a"
• 2.08" 2.04
� rvP.2.
_4_ -T- iii.
93" .00D0' 3.0 .2"
.038" R.F. GUTTER 2'r ASTM A653 GRADE 40
FASCIA -ALUM. ALUM. ALLOY ALUM ALLOY`��t�1\qj ALUM. ALLOY O
ALLOY 3004-H36 6063-T6 6083 T8 t� 111 6063 T8 E
8.5" ROLLFORMED O 4.5" GUTTER O MAG. G kIN�' • • Tq� MAG BEAM O 3" SQ. STEEL BEAM
/ THOMAS I •.
3 4" q�N : CAM j I3 3.0"
1 i O � �Y � m MAX. 2" 9.6
s .0 - _T
ti o.371348 F i IVIL a
SPLICE ` , —� .042"
WHERE SPLICE CJG
OCCURS 4" OCCURS ! 2
070" I 7� 8.0"
TYP. I 4 032"
___LLL TYP.Ll 1
�
t
ALUM. ALLOY 'ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
6063-T8 O ALUM. ALLOY ALUM. ALLOY 3004-H38 OR EQUAL J OR EQUAL
F 6063-T6 O
4" I -BEAM 7" I -BEAM O 2 x 6 RAFTER I<
DBL. 2 x 6.5 BEAM 3 x 8 BEAM
�I 3 � 1�
�MAX.� 3" {+— 6' MAX. 3" e• Z5"
375"
I �•
—� —.-- .042" .042" a .042" T • 14 GA
7.8 5"
T-0.126"
8" ASTM A653 GRADE 50 6.656" ALUM. ALLOY 6063 -TB
ALUM. ALLOY 3004.H38 ALUM. ALLOY 3004-138
OR EQUAL OR EQUAL I ,gZj^ I� .375"
ALUM. ALLOY 3004-H38 O ---1 2.875" �� I•-1.75"�-I
OR EQUAL
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAMO Wl DBL. A
3 x 8 STLINSERT O STEEL NS RT O SPLICE %INSERT O
DRAWN Ev: EN.
DATE.: 11
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
SCALE: NONE
NON
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 8 30 sf
P
DURALUM PRODUCTS, INC.
REVISED 9Y:
RANCHO CUCAMONGA. CA (951) 741-2107
90.00 & 1V10 MPH ND
5288 ALPINE AVE., SACRAMENTO, CA 96520
SHEET 11 OF 33
(918)452-7021 FAX 4031519 aeloa@dlrmhm com
I 10# LL. 90 MPH FREESTAND_& ATTACHED OPEN LATTICE PATIOS 17' OR I F.RS FYP R R r.
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE (REDUCED 6• EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
• 1►
�; • THOMAS I •••.��
CAMPOE L ��
I ILS
FOOTNOTE: 'SAMPLE" j / •. .. ••
t/
FIGURE INDICATES EXPOSURE B
--a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 6 & C.
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM
LATTICE
IQ-
PA O CO ER SYSTEM AS MFG. BY:
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
FREESTAND ATT. FREESTAND ATT. 'ATT.
}
Ml
MAX.COL.
MAX.POST MAX.POST FREESTAND ATT. FREESTAND
MAX.POST MAX.POST MAX,POST POST FREESTAND ATTACHED•
t0, 2D6 s0 pel
m r$
SPACING
SLAB *
SPACING SPACING
SPACING75mNSPACING MIN MIN. SPACING MIN. SPACINGON
(SPAN) OST FTG(SPAN) FTG. FT0. FOR DBL FOR 3' x S' FTG. �G' (SPAN) FTG' FTG. FTG FTG'
m —
RANCHO CUCAMONGA, CA (951)741-2107
AND ATTACHED
POST POST POST (SPAN) POST
POSTPE (IN.) (IN.) TYPE ON.) 2'x65k032' BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN') TYPE
8288 ALPINE AVE., SACRAMENTO, CA 98828
4'
17'-0"
12'-1';,_9„
29
(�
141.6 20'
33
G
7818 14'-013��" 14'-213'
30
(�
11416 28'
35
G
1 36,
39
G
20 23 B
4'
19'-1„
S"
4,_10"
20 35'-1"
5
IX -711
11' 4"
28
G
14 17'-1
32
G
17 12'-6" 12'-8"
29
G
15 23'-3"
34
G
18 32'-11"
37
G
21 B
,
16 17'-1"
19 11'-11" 12'-1"
17 22'_4"
21 31'-4"
24 E
5
�6'
11'-4"
10
10'-8"
28
(�
15 16'-4"
31
(7
17 11'-5" 11'-7"
29
(�
15 21'-3"
33
G
19 30'-0"
37
G
21 B
"
,_ "
17 15 7
20 10'-11 11-0•
"
18 20'-3'
22 28-8"
24 E
6-
7'
9'-8"
10'-19,_9„
27
G
1518 15'-214'-5"
31
G
1 20. 10'-7"10'-1" 101-810'-2"
28
G
1618 19-8-1
33
G
20 27--126
36
(y
2 25 B
7,
8,_9"
22 =6"
E
$'
8'-6"
,
27
G
16 14'•2" "
30
G
18 9'-11" 10'-0'
27
G
16 18'-51,
32
G
20 26'-0"
35
G
22 B
,
8
9 -4
18 i 3'-6
2 i 9'-5 9 -6
" "
18 17'-6"
23 24'-10
25 E
9,
7. 7"
9'-3" . "
27
(�
16 13'-4"
30
G
19 9'-4" 9 -5"
27
G
17 1 T-4"
32
G
20 24'-6"
35
G
23 E
9,
9 -0
19 12'-9
21 8 -11 9'-0 "
"
19 16'-6 "
23 23'-5 "
26 F
10'
6'-9"
9 _0,8._8"
27
(�
1719 12'-8 �2,-1"
29
G
.1 29 8'-10" 8'-11"
27
G
1719 16'-'5,_8„
31
Gi24
21— 2. `
G
2 E
10,
8,_5„ 8,_6"
22T2~ -3d
26 F
8'-8"8,
28
G
1719 12'-1
29
G
1 22 81_5" 8- 6"
28
G
1719 15114'-J1,
31
G`
2124 22'-21
34
(j
2 27
11'
4„
1-6"
8'-1„ 8•_2"
t2"
F
12'
5'-8"
8'-5"8,_0„
29
(j
1 20 11'-7
29
G .1
22 8'-1" 8'-2"
29
(j
1 20 5'-04,�„
31
G
2124 21'-2'Q,_3„
33
G
2 27 E
1,-0„
7 -9" 7 -9"
F
12'
13'
6-2"
8'-1"7,
29
H
18 11'-110,-7"
29
H
20 71 9" 7,•10"7-8"
29
H
1 4'-1,3'-9"
30
H
2 25 20'-59,_5.
33
H
2 28 E
e„
20
2 7'-2"
20
F
13'
14'
x'-10"
7'-9"7,-5„
30
H
1 10'-8�0,-Y
30
H
2 23 7,�„
7'_7„
30
H
1 131
30"I
g •8
33
H
2 28 E
20
6•-8" 7,_3.
20 13'-3"
5 g,_9"
F
14'
15'
�'-6"
7'-6"7'_2"
31
H
1 10
31
H 120,23
6'-10"8,,3" 7-4
31
H
1 20 1312'-10•
31
H
2 25 19`0'8,-1"
32
H
2 28 E
15'
21 9'-10„
7,-0"
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE (REDUCED 6• EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
• 1►
�; • THOMAS I •••.��
CAMPOE L ��
I ILS
FOOTNOTE: 'SAMPLE" j / •. .. ••
t/
FIGURE INDICATES EXPOSURE B
--a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 6 & C.
DRAWN BY: E.N.
TDM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
LIVE LOAD •
PA O CO ER SYSTEM AS MFG. BY:
ERa 0195
E
DATE:428/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
t0, 2D6 s0 pel
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951)741-2107
AND ATTACHED
HORIZ. WIND "
80,1008 fY0 MPHi(S16),152-7021SHEET
8288 ALPINE AVE., SACRAMENTO, CA 98828
26 OF 33
10 a L.L 90 MPH
FAX 405.1519 .elea®duralumoom
10# L_L_ 100 MPH FRFFgT,&mr) R ATTAf- W1=n nocKi I ATTIhIc r71ATI1-1C% of ONO e%m 1 r- � n
x I Nh MAXIMUM COLUMN SPACING ON EXIST)NG SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE -
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT- 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
THOMAS I
CAMP ELL -n
XA.1�3 j A
:m
1 IL
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMOERO01B5
DATE: 428201
SCALE: NONE
IAS
VI\ L,L..VV
1`/%1-.
LJ (x
LJ
r
REVISED BY'
3" SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
8288 ALPINE AVE, SACRAMENTO, CA 85028
DBL.2"x6.5"x.032"
OR 3x8
BEAM
SEAM
3"x8" BEAM
w/INSERT
DBL.
EACH
3"x8" BEAM
A Tx8" STL.
INSERT
b
o
m
MAX.COL.
SPACING
ATT. MAX POST MAX.POST
SPACING SPACING
ATT. MAX.POST
w/
'ATT.
MAX.POST
50
MAACING
SPACING7)jpTo
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
FREESTAND
FREESTAND
FREESTAND
ATTACHED
IN
FTG.
FTG.
POST
FTG,
MIN.
MIN,
MIN.
ON SLAB.
(SPAN)
(SPAN)
FTG FOR DBL. FOR 3' x 6"
FTG. S SPAN G
FTG SPACING
_
�YPE
(IN.)
N.;
(IN.)
POST
TYPE
(IN.) .2"x6.5').032" BEAM
(IN.)
(IN.) )
(IN.)
(IN.) (SPAN)
FTG
(IN.)
FTG
POST
(IN')
~
4'
17'-0"
12'-0"
30
G
15 19'-7"
34
G
17 13'-4" 13'-10"
31
PE
G
16 25'-5"
37
TPOST YPE
19 36'-0"
TPOST
YPE
TYPE
21
,
11'-s"
i6 18'-6"
19 11'-0" 13'-1"
17 24'-0"
G
21 34' 0"
40
G
24 B
4
5
13'-7-
11'-2" .
30
G
15 17'-6"
17 16-6"
33
G
18 11'-11 ^ 12'-5"
31
G
16 22'-9"
36
G
20 32'-2"'
39
G
22 B
20 9'-10" 11'-B"
18 21'-6 "
22 30,5 "
25 E
5,
$'
11'-4"
10'-6"
10'-1"
29
G
16 16'-0"
18
33
G
19 10'-10" 11'-4"
30
G
17 20'-9"
35
G
20 29' 4"
38
G
23 B
15'-1"
21 9'-0" 10'-8"
19 19'-7"
23 27'-9"
26 E
6,
7'
9'-8"
1"
9'-7"
29
G
17 14'-10"
19 14'-0"
32
G
19 10'-1" 10'-6"
29
C7
17 19'-3"
34
G
21 27'-2"
38
C7
23 B
,
21 8'-4" 9'-11"
19 18'-2"
23 25-6"
26 E
7
8'
8'-6"
9' 6„
9'-2"
28
G
17 13'-1
19
31
G
20 9'-5" 9'-9"
29
G
17 18'-0"
34
G
21 25'-5"
37
G
24 B
,
8
13'-1"
22 7'-9" 9'-3"
19 17'-0"
24 24'-0"
27 E
9'
7'-7"
9'_2„
8'-10"
28
G
17 13'-1"
20 12'-4"
31
G
20 8'-10" 9'-3"
28
G
18 17'-0"
33
G
22 24'-0"
36
G
24 E
9'
22 7'-4" 8'-9"
20 16'-0"
24 22'-8"
27 F
10'
6'-9"
8'-108 _6"
29
G
1 20 12'-511-8"
31
(�
2023 8' S" 8.9"
29
(7
1 20 16'-;
33
(j
2 25 2 21'-6"
36
G
2 28 E
7'-0" 8,_3"
5,-2"
F
10'
11'
6'-2"
6'-7"8
30�
�"�
1 20 11'-11';,_2"
30
H
2123 8'-0° 8-4"7'-11,
30
H
1821 15'4
32
H
2 1
;0'-9"
35
H
2 E
1^
6'-8"
6"
25 20,_6,'
28 F
11'
12'
5'-8"
8'_3
7-9
30
H
19 11' 4" "
30
H
21 7'-8" 8'-0"
30
Fi
19 1 -8'
32
H
23
35
H
26 E
,
21 10'-8
23 6'-4 7'-7"
"
21 13'-10"
26 19-7-
29 F
12
13'
5'-2"
7 '-117
31
H Ila
10'-10'0,-3^
31
H
2124 7.5„ 7''8"
31
H
1 21 14
32
H
2326 191-11.18-10"
35
H
26 E
6"
1
6' i" 7 3"
3,�„
9 F
13'
14'
4'-10"
7 ,-2"
32
H
1 21 10'-69'-11"
32
H
2124 7 -0° 7'-5"
32
H
1921 1312.-10,.
32
H
2326 19 3"
34
H
26
2629
5,-11 ° 7,-0"
2e
15'
4'-6"
7'-4'
6'-11"
32
H
19 10'-1"
22
32
H
22 6'-6" 7'-2"
32
Fi
tg 13'-2"
32
H
2427 18
34
H
2 30 E
9'-6"
24 5_g 6, 9„
22 12'-5„
F
15'
x I Nh MAXIMUM COLUMN SPACING ON EXIST)NG SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE -
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT- 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
THOMAS I
CAMP ELL -n
XA.1�3 j A
:m
1 IL
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMOERO01B5
DATE: 428201
SCALE: NONE
COMMERCIALAND RE810ENTULL STRUCTURAL ENOMEERINO
POST SPACING TABLE
FREESTANDING
f0, 20830 pst
DURALUM PRODUCTS, INC.
1(916)452-7021
REVISED BY'
RANCHO CUCAMONGA. CA (95 1) 741-2107
AND ATTACHED
NORM WIND 0 MPH
8288 ALPINE AVE, SACRAMENTO, CA 85028
SHEET 27 OF 33
f 0 4 LL. 100 MPH
FAX 403-1518 eeleetCdurshm.o"m