13-1512 (RER)4
P.O. BOX .1504 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
j Date: 2/03/14
Application Nurnl er: 13-00001512 Owner: \
-Preperty Address: 49080 EISENHOWER DR MICHELSON FAMILY PARTNERS,
APN: 658-290-003- - -
Application description: REMODEL - RESIDENTIAL E 4
Property Zoning: LOOP DENSITY RESIDENTIAL
Application valuation: 10000
0,
Contractor:
Applicant: Architect gr Engineer: DAVIDSON CONSTRUCTION INC,
17772 E. 17TH STREET, #112
(�U/V TUSTIN$ CA 92780
(714)313-6309
Lfc. No.: 398294
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION,DECLAHATION
I hereby affirm under penalty perju t 1 am licensed under visions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division f the Basin d Professionats and my, License is In full force oral effect. _ 1 have and will maintain a certificate of consent to selNnsure for workers' compensation,, as provided
License Cla i B en No.: 3 98294 for by Section 3700 of the Labor Code, for the performance of the work for which this permit'is
Issued.
f� 'Oats Y Contract — I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
— -f Code, for the performance of the work for which -this permit is Issued. My workers' compensation
OWNER -BUILDER DECLARATION insurance carrier and policy number are;
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FEE Policy Number, 9037917
following reasomlSee: 7031:5,.Business and'Professions Code: Any city or county that ,requires°a'permit to _ I certify that, in•the performance, of :the work :for which this permit is issued, I shall not employ any
construct, eiter,,improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for the: person in any manner so.as to tiecome subject to tit .workers' compensation laws of California,
permit to file a signed;statement that he or she Is.Itcensed pursuant to the provisions of the Comractor'a State and agree that, • e subJectto the ars' compensation provisions'of Section
License Law IChapter.9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 700 of the bor Code, I sit erthwii m ith those provisions.
that he or sheds exempt • therefrom and the basis for the alleged exemption. Any violationof=Section 7031.5 by
any applicant fora permit subjects the applicant to a civil penalty of not more than five. hundred dollars (8500):: —Oats: Applicant:
(_ 1 I, as owner of the property, or my 'amployess with wages as theirsole compensation, will do the work,'and J
the structure is not Intended or offered for sale (Sec. :7044, Business and Professions Code: The WAR11G�AILUIIE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Lowdoesnot applyto an owner of property who builds or improvesthereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself -through -his or her own employees, provided that the DOLLARS (8100,000). IN ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR IN
improvements are notmended,oroffered for sale. If, however, the building or improvement is sold within SECTION 370e OF THE LABOR CODE; INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he'or'she did not'build or
improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project, (Sec. IMPORTANT Application is.hereby made to the Director of Building and Safety for a permit.subject to the
7044, Business and Professions Code: The Contractors' State License Law does not.apply to an owner: of conditions and restrictions set forth on this application.
property who builds or improves thereon, and who'contracts for the projects with a contractor(s) licensed 1. Each persomupon whose behalf this application is made; each person at whose request and for
pursuant to the Contractors' State Ucense.Law:). whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_ 1 I am exempt under Sec. ,.B.&P.C. for this reason the owner, and:the applicant, each agrees to, and shall defend, Indemnify and hold harmless the City
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
of La Quinta, its officers, agents and employees,forany 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 isnot 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 statefie above.lnformation Is correct. I agres.to'comply with all
city,and county ordinances and state laws rel g to but construction, and herebyauthortze representatives
of this county to enter upon the above-mentioned property fo ' spection purpos
D_at Jeal Signature (Applicant or Agent):
Application Number
.Permit. . . .
Additional desc .
Permit Fee
Issue Date .
Expiration.Date . .
. . . . . 13-00001512
ELECTRICAL 2013
23..83
8/02/14
Plan Check Fee . . .00
Valuation . . 0
Qty Unit Charge Per Extension
1.00 23.8300 LS ELEC FIXTURES., FIRST 20 23.83
Permit. . . . PATIO COVER 2013
Additional desc .
Permit Fee . . . . 26.3_.12 Plan Check Fee .00
Issue Date . . . Valuation . . 10000
Expiration Date 8/02/14
Qty Unit Charge Per Extension
2.00 131.5600 EA MISC PATIO COVER, SPEC 263.12
Permit. . . . PLUMBING 2013
Additional desc . .
Permit Fee . . . . 23.84
Issue Date
Expiration Date 8/02/14
Plan Check Fee .00
Valuation . . . . 0
Qty Unit Charge Per Extension
1.00 11.9200 EA P,LBG WATER INST/ALT/REP 11.92
1.00 11..9200 LSPLBG GAS SYS, 1-4 OUTLETS 11.92
Permit. . . . WALL/FENCE PERMIT 2013'
l
Additionadesc . .
Permit Fee 47..19 Plan Check Fee .
:Issue Date . . . . Valuation . . . .
Expiration Date . . 8/02/14
.00
10000
Qty Unit Charge Per Extension
1.0.0 47.1900 LS MISC WALL, FIRST 100 LF 47.19
------------------------------ --------------------------
Special Notes and Comments
2 WATER FEATURES , 2 ALUMAWOOD PATIO
COVERS, BBQ, FIRE -PIT, BLOCKWALL PER
ORCO SPECS.ELEC OUTLETS FOR BBQ, BAR
AREAS, GAS LINE TO BBQ.ELEC AND CABLE
FOR OUTDOORS TV SET.
January 31, 2014 2,:00:3,9 PM JJOHNSON.
LQPERMIT
Application Number . . . 13-00001512
----------------..
--------------------------------------------------- -
Other Fees . . . . . BLDG STDS ADMIN (SB1473) 1.00
HOURLY PLAN CHECK 70..00
PLAN CHECK, PATIO COVER 188.76
PLAN CHECK, ELECTRICAL 23.83
PLAN CHECK, REMODEL 150.15
PLAN CHECK, PLUMBING 35.75
STRONG MOTION (SMI) - RES 1.00
Fee summary Charged
Permit Fee Total 357.98
Plan, Check Total .00
Other Fee Total 470.49
Grand Total 828.47
I.QPERMIT
Paid Credited Due
.00 .00 3.57.98
.00 .00 .00
.00 .00 470.49
.00 .00 828.47
Permit #
X/
City of La QuInta
BuldIng 8T.Safety'Divh1on
P.O. Box 1504, 78495, Calle Tampko V 8.201713
LjQuanta, CA92253-(760)777-7012 My -op
QUINT
Building Permit Application and Traciing%k'�NZTY
Project Address:
Owner's )lamer
-T
A- P. Number. .656,- 2q D - 0.1 /3
A&r=:
Legal Description; Lb -f JQ
City, ST.- Zip:
Contractor. gzyg.naolg -Do (7wjsilvo� /1,6
Ad&=:! -712T 6 1 AR /)U
Telephoner
Project Description:
'City, ST, Zip: C/3 qz (&
A4 F, n ' FQ utj:j A I F�
Telephone: d 6
State Lic.#:M! LZ City Lie
Arch., EnSr., Designer
Address: VP 04- t t.AJ -wu�,
City. ST. Zip:
Telephone:
State Lie. #:
Construction Typw., Occupancy:
Project We (circle one):, New &'n) Alter Repair Demo
of Contad Person:
Sq. Ft-,: #
Stories: # Units:Nmno
Telephone #,of Contact Penowb.
EstimatedEstimatedValue of Project
APPLICANT- DO NOT WRITE BELOW THIS LINE
#
'Submittal
Rcq?d
Reed
TRACMG
PERMIT FEES
Plan Sets
PlauCheck submitted
Item
Amount,
Structural, Cxlcs.
Reviewed, readyorcorrections
Plan CheckD eposit
Truss Cales.
Called ContactPerson
11/2—
-
Plan Ch.&,Bsbuce.
7ldc24:Cxlcs.
Plans picked up 9UA-a—:R-'tS
12-14
Construction
plainFlood Pisa
Grading,plau.
Plans. es bmltftd
2" Review, ready for correctio Be
Mechanical
Electrical
Subcoutactor List
Callc& Contact Person
-44
Plumbing
Grant Deed
Plans Picked up
S.M.L
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for correctlonsrissue
Developer Impact Fee
Planning Approval
Called Contact Person
AI.P.P.
A.
Pub. Wks. Appr
Date of permitIssue
School Fees
low
Total Permit Fees
GENERAL NOTES:
1.' DESIGNED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE.
2. ALUMINU��!RANEVIAI+T fJ�O EDITION OF ALUMINUM ASSOCIATIONS
SPECIFIC TIONS -AND -E} THE INTERNATI NAL BUILDING CODE.
3. DE-4lGtj LOADINGS: Ct = 1.2,1=1.0, Ce - (LL E B
SURES EXCEPT AND C WHEN LOCATED TIGHT
AMONG G NIFERS �n�ls�lo� ���
GROUN SNO A � Q *jN LOADJ.
L"-'�50AMSFJDESIGN
03A� lisLOAD ONLY
ids '8 ��'"wi iLOAD ONLY
30 h13 11. IGN ROOF SNOW LOAD
p �� i � �6 SIGN ROOF SNOW LOAD
i �9F DESIGN ROOF SNOW LOAD
ROOF SNOW LOAD
4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR
A BUILDING PERMIT MUST INCLUDE:
a. GENERAL NOTES (2 PAGES)
b. STRUCTURAL CONFIGURATIONS (1 OR.2 PAGES)
C. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER
STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES)
d. HEADER ,POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVEISNOW AND WIND LOAD
s. ALL APPROPRIATE DETAILS
f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY,
5. CONCRETE MDC: FC=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE
CONDITIONS AS SHOWN IN FIGURE 1904.3 OF THE 2009 IBC. PATIO STRUCTURES MAY BE ATTACHED TO
CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 7509 OR LESS AND THE FROST DEPTH IS
ZERO. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'-6' OF POSTS.
POSTS SHALL BE SET BACK A MINIMUM OF 41NCHES FROM EDGE OR EXPANSION JOINT OF A SLAB.
FOR 0.25/12 < SLOPE < 1112
S. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL AS PER TABLE 1806.2. ALLOWABLE FOUNDATION
WIND.SPEEDS-IN THE 2009 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS PRESSURE IS 1500 POUNDS PER SQUARE.FOOT. LATERAL BEARING PRESSURE IS 100 PSFIFTAND IS
REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "3 SECOND GUST WIND SPEEDS". FOR DOUBLED PER IBC SECTION 1806.3.4. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS,
ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. THE
ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING HIGHER A HIGHER Kzt VALUE BUILDING OFFICIAL MAY ASSIGN A LOAD BEARING CAPACITY. UNITS IN SNOWILIVE LOAD.AREA OF 25 PSF
(ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7-05 SECTION OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W10 ADDITIONAL ENGINEERING. MINIMUM FOOTING
6.5.7 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. DEPTH IS THE LOCAL FROST DEPTH.
NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND
SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS
HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A
DISTANCE OF AT LEAST 1500 FT.
EXPOSURE C: SHALL APPLY WHEN EXPOSURE BAND D (SMOOTH MUD FLATS. SALT FLATS, UNBROKEN ICE
AND OTHER) DO.NOT.
SEISMIC LOADING
MAXIMUM Ss =150% SHOWN IN 2009 IBC FIGURE 1813.5(1)
Ss > 150% ARE NOT REQUIRED AS PER ASCE7-0512.8.1.3
S9 NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D
BASIC SEISMIC FORCE RESISTING SYSTEM
POSTS EMBEDDED INTO FOOTINGS ORDINARY STEEL MOMENT FRAME» R =1.25
POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R=1.25
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
THESE ROOFS ARE NOT SUBJECT TO MAINTENANCE WORKERS AND HAVE NOT BEEN EVALUATED FOR A
CONCENTRATED 300 LBF LOAD.
THE BASIS OF THE DESIGN FORCES ARE IN ACCORDANCE WITH THE BASIC LOAD COMBINATIONS DESCRIBED
IN IBC SECTION 1605.3.1 AND NO FURTHER INCREASES ARE PERMITTED FOR PATIO COVERS RESISTING
WIND OR SEISMIC FORCES.
ICC ESR 1398 (2009 IBC)10/11/2011
7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY USED AS COVERS FOR PARKING OF MOTOR
VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND'HAVE FLOOR SURFACES MADE OF
APPROVED NONCOMBUSTIBLE.MATERIAL OR ASPHALT.
S. AT LEAST ONE HORIZONTAL DIMENSION (PROJECTION OR WIDTH) OF COVER SHALL BE. LESS THAN W.
9. ALL STEEL SHALL BE GALVANIZED ASTM A-653 G90, A123 G46 OR A163 B3, PAINTED ASTM A755 OR USE
AN APPROVED COATING COMPLYING WITH IBC SECTION 2203.2.
10. ALTERNATE ALUMINUM ALLOYS OF EQUAL
MAY BE SUBSTITUTED FOR 3004H3x 40
Page 2 of 80
68
MAYBE USED. 30(
JUN 04 2013
OCT 20 2011
5208 TENNYSON PARKWAY
Lx SUITE 100
INC. PLANO. TEXAS 75024
NONE (L P"GENERAL NOTES
GN01-2009 I "i OF Y`
GENERAL NOTES:
(CONTINUED FROM SHEET NO. 1)
11. STEEL FASTENERS'SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE
CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY
GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE
ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH
ANSUASME STANDARD B1 &6.1 AHD AND AF&PA NDS -0511.1.4. ALL LAG SCREWS MUST COMPLY
WITH ANSI/ASME 816:2.1 AND AF&PA NDS -0611.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/
DIMENSIONS IN ACCORDANCE WITH ASME.B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563.
THE MINIMUM WASHER DIAMETER SHALL BE 1' FOR BOLTED CONNECTIONS. SCREWS AND BOLTS
WILL HAVE A MINIMUM EDGE DISTANCE OF2X FASTENER DIAMETER.
12. EMBEDDED POST SURFACES SHALL BE CLEAN,AND FREE FROM OILY SURFACES.
13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN
THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES
(DETAILS U, AND X) MAY BE LOCATED ANYWHERE.-
14.
NYWHERE:14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR'1730, 2196 OR
EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =k, #10 = r, #12 = W AND #14 = k OR
STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11
15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING
ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY.
16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THEEXCEPTION
#2 IN IBC SECTION 1505.2.
17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE.
18. WHERE. ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN
STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY
TO BE CONTINUOUSLY OR INTERMITTENTLY WET; THE FAYING SURFACES SHALL BE PAINTED OR
OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A
SECTION 6.7.
19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM
DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NOT
EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION
UPLIFT LOAD IS 1162 LBS FOR 9OMPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM
PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE
ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK
TO SAFELY'SUSTAIN THESE,ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING
AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUTSIDE
OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING.
ICC ESR 1398 (2009 IBC) 10111/2011
20. All structures must comply with one of the following:
a. All structures with a roof snow load of 30 psf or less may be built In Seismic Design
Category (SDC) A -D up to the maximum Ss noted' kfi General Note #3: - -
b. Structures with fhut.roof design snow loads over 30 psf complying with IBC Section 1813.1
'Exception#1 do not require additional seismic analysis.
c: Structures not complying with (a) or (b) require additional engineering seismic analysts.
21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND'THE SCOPE OF THIS
REPORT.
22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL
SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. ..
23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC'SECTION
1403.2 AND/OR 1503, WHICHEVER IS MORE STRINGENT.
24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE
LESS THAN 30'
GENERAL NOTES FOR LATTICE STRUCTURES:
(PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2 2009 AND LT012009 THRU LT03-2009.)
1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS.
2. NOTE"INTENTIONALLY LEFT BLANK
3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY
WITH TABLE L1 AND L2, ON SHEET M5.
Page 3 oT60
04 2
OCT 20 2011
5208 TENNYSON PARKWAY
SUITE 100
PLANO. TEXAS 75024 y
IW-' GENERAL NOTES I
GN02-2009
OF 2
PANEL MAY
OVERHANG 2510.
OF CLEARSPAN
MAXIMUM
DRROV DE 1 1/2" —� u
MIM 3.5' CONCRETE SLAB REO
W/ CONSTRAINED FOOTINGS
q 1LSpIY arucn.�irnlKa;'�'O crptY"IIJ
PATIO COVERS ARE LIMITED TO 12'
HEIGHT. CARPORTS AND COMMERCIAL
STRUCTURES ARE LIMITED TO 15'
HEIGHT.
FI
urrn rrn
/'oWi (RE -FINN �
s
SEE SCHEDULE FOR SIZE
DETAIL AO OR M29 ONLY
aauaN
vcRnc�ciiv ' caL1rP
�vnolnoE � �/t
DR1DN
MIN 3.5' CONCRETE SLAB REQ'
W/ CONSTRAINED FOOTINGS
ICC ESR 1398 (2009 IBQ 10/11/2011
3xf X 9' Rm . V/ CONSTRAINED FOOTINGS
SEE SCHEDULE FOR SIZE
DETAIL .AO OR N29 ONLY
v \_
FOR PST SCHEDULES )1
PO_ral
INDE 1 1
MIN 315' CONCRETE
W/ CONSTRAINED I
PLACE 3/8'e
—NUEEL NMR
(RE
SEE SCHEDULE FOR SIZE
DETAIL Ali OR M29 ONLY
Page 4 of 60
3 ('J
Exp.
SEE SCHEDULE FOR SIZE
DETAIL 40 OR N29 ONLY
04 2013
OCT 20 2011
Lx 5208 TENNYSON PARKWAY
INC,
1061
PLANO, TEXAS 75024
NONE �� V—CONFIGURATIONS�
SCOL -2009 1 OF 2,
■.Ir
f �]
Ut
e
• I ■I -' 1 lil
' .... dill
i/.
I1
,•11 I ill �] Y 1 I
♦/
��®'. II
11 l�
\'
/j�
0/
''•
\�
FI
urrn rrn
/'oWi (RE -FINN �
s
SEE SCHEDULE FOR SIZE
DETAIL AO OR M29 ONLY
aauaN
vcRnc�ciiv ' caL1rP
�vnolnoE � �/t
DR1DN
MIN 3.5' CONCRETE SLAB REQ'
W/ CONSTRAINED FOOTINGS
ICC ESR 1398 (2009 IBQ 10/11/2011
3xf X 9' Rm . V/ CONSTRAINED FOOTINGS
SEE SCHEDULE FOR SIZE
DETAIL .AO OR N29 ONLY
v \_
FOR PST SCHEDULES )1
PO_ral
INDE 1 1
MIN 315' CONCRETE
W/ CONSTRAINED I
PLACE 3/8'e
—NUEEL NMR
(RE
SEE SCHEDULE FOR SIZE
DETAIL Ali OR M29 ONLY
Page 4 of 60
3 ('J
Exp.
SEE SCHEDULE FOR SIZE
DETAIL 40 OR N29 ONLY
04 2013
OCT 20 2011
Lx 5208 TENNYSON PARKWAY
INC,
1061
PLANO, TEXAS 75024
NONE �� V—CONFIGURATIONS�
SCOL -2009 1 OF 2,
7X8' ALUM HEADER
3'X8' STEEL C
"'DOUBLE ALUM HEADER
DOUBLE STEEL C DEAN
LATTICE OVERHANG 36' MAX
24' MAX FOR 30 PSF SNOV
LOAD OR NX*ER
MM 3.5' CONCRETE SLAB
REQ'D V/ C13NSTPAMD
FOOTINGS
SINCLE 9PAN ATTACHED
Lm mg
PROVIDD EE11 1�2?" �a
MULTISPAN UNITS
REFER TO GENERAL
N13TE 22.
€ E
O'HANG-
LAMM SIRUCIURE
d �
RAXIMIM
F 5`
_�SVERNAIC
OF
%r' V
LATTICE OVERHANG
36' MAX
24' MAX FOR 30
PSF SN13V LOAD OR
A16 m
POST Mf HIGHER
3x 8'x 12 or 10 QA.
STFa. 'C' BEAU.
FOR KAM WRAP DETAIL,
DELA L 118'.
ATTACHMENT TO MIN 3.5' MIN 3.5' CONCRETE SLAB REQ��'
CONCRETE SLAB MAY BE V/ CONSTRA04ED FOOTINGS
USED WHERE PERMITTED SEE SCHEDULE FOR SIZE
SEE SCHEDULE DETAIL L29 ONL''
a
OF FASCIA
2'x6.625, 3'x6' OR
3'x3' ALUM RAFTERS
H MAX COVEROVER PANEL
LATTICE:
"ASur HANG
sEE oEra
MIN 3.3' CONCRETE SLAB MIN DV CONCRETE
e REWD V/ CONSTRAI
REWD V/ CONSTRAINED FOOTINGS
SEE SCHEDULE
FOOTING STLE •
one.sPAw,yuoFn gwew
TW
FREESTANDING STRUCTURE ATTACHED STRUCTURE
ICC ESR 1398 (209 IBC) 1011112011 Page 5 of 60
TRIBUTARY WIDTH (TW) DIAGRAM
-in SPAN
YORE SPANS
'A.S29'. 3'A' OR 3'x3' ALUM. RAMM
OCT 20 2011
JUN 04 2013
�IYVrlIllaX 5208 TENNYSON PARKWAY
BUQ.DIIIC PRODOCTS, AIG. Pul o 1 TEXAS0075024
NONE
3URATIONS
SCO2-2009
LATTICE COVER 2.0 POST
._ , .. TAai
.uWMD71118 ukx POST MAX
111IOW POST RSCS POST MIN FOOTS
LOAD (Fn SPACING FOR SP POST SIZE
('aP) ON SLAB SLAB IFT) TYPE Y
016WNOOM,Q
14@m18AFTOBs1B001DD"
. ...dbSegp Froseta1t1761
01tl D L11tlk
6 $tl161194
6 LMS IM UDNS
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s n
8trilCluri 01tl5 0 U
NAX POST CEMGTH
SA
WXPOSTLENGTH
MAX
tri•
MAX POET
S' I 1? 1s
V
post MIN
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ICC ESR 1398 (2009 IBC) 1011112011 Page 9 of 60
,JUN 04 2013
LATTICE COVER 2A POST SPACINGS FOR PATIO AND COMMERCIAL COVERS
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TABLES
TABLE 2.3 Pod Requirementb
for AR31d1ed sukrmw&s Structures
a FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
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1.71
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L21
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16
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SLAB 9. FOLLOW 8.11 FROM ABOVE
POST SPACING.
$LAS 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
8TXCw -
d 20•
17
L21
1 I S are
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d= 31'
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a FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
L CHOOSE PROJECTION. VAMN AND OVERHANG OF UNIT
TABLE it AND.2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
A1n9Ttrna11 BuOding Products
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
FREESTANDING AND NULTISPAN UNITS USE TABLE 2.4
Me Teamyeon Pa3toway
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UMTS
9. FIND THE O(C SPACING OR $ OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
tom", Tom" 76024
USE 20PSF Moo
10. USE THE APPROPRIATE DETAILS (LI429). DETAILS MAY:REOUIRE POST TO UPGRADED.
L CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS
11. ALL LATTICE NOT USING DETAIL L28 MUST COMPLY WITH TABLES Ll AND L2 ON SHEET MS
Carl P11bNn4 P. E.
ADEQUATE CLEARSPAN FOR YOUR NEEDS:
FOR PATIO SLABS FOLLOW 1.0 FROM ABOVE THEN
1141 lvy5ok Phm
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
SLAB T. DETERMINE MAXIMUM POST SPACING ON SLAB FROM, TABLE 2.1
LynellheM VA 24503
CALCULATE FROM TRIBUTARY DIAGRAM ONIII= PAGE 2 OF 2
SLAB 8. USE THE SMALLER OF THE POST SPAG_ NG ON SLAB OR HEADER POST SPACING
Larteuto a ftemeaem
8. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEOUATE
SLAB 9. FOLLOW 8.11 FROM ABOVE
POST SPACING.
$LAS 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
7: USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1
ICC ESR'1398 (2009 IBC) 1011112011
Page,B of 60
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34
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36
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L CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MN, COMMERCIAL. UNITS
USE 20PSF MIN)
4. CHOOSE A PANELFROM SECTION 4A THAT NAS•
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
i DETERMINE TRISUTARY WILITH FROM TABLE 52 OR
CALCULATE FROM TRIBUTARY DIAGRAM ONSCOZ PACt's 2 OF 2
L CHOOSE A HEADER FROM TABLE 5.8 THAT HAS-ADEOUATE
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TAKE 12 Tt66UTARY n901TXa FOR =ME SPAN ATTACHED STRUCT1111E3
n0.062'x7" 1B'Smo1
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A bw
10. USE THE APPROPRIATE DETAILS (N1 -N35 or A41MJ
0.042'x3'x8'AI num Pool
RANG
B IN30
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
4'Paat SKWARS12'
SL" T. DETERMINE MA)CMUM POST SPACING ON SLAB FROM TABLE 5.8
PROJECTION OF WALE BPM STUCTUREe in
SLAB 8- USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
CkIwO_ Alum
1t'
8
11, AH
Go9er0.040'x3�1S'Alum.
12'
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6
9
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16
19
29
21,
27"
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6
3S
4'
l4
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6
IT
9
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19
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17"
1'
3.9
4'
4.5'
6'
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9.9
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n0.062'x7" 1B'Smo1
II. FIND THE OIC SPACING OR M OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
A bw
10. USE THE APPROPRIATE DETAILS (N1 -N35 or A41MJ
0.042'x3'x8'AI num Pool
11'
B IN30
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
4'Paat SKWARS12'
SL" T. DETERMINE MA)CMUM POST SPACING ON SLAB FROM TABLE 5.8
B INtE26K
SLAB 8- USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
CkIwO_ Alum
1t'
8
11, AH
Go9er0.040'x3�1S'Alum.
12'
8
11.AH
Colonial D.06r
12'
OA4/ Ebel Clover
12'
0
11.AH
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8'
E
tI AH
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IF
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15'
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K
17. AG
S. FOR SINW.SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 5,6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
A6Nrtmax Bs NOW I
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
51108 Teltnyso44 Part
II. FIND THE OIC SPACING OR M OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
Plano, Teles T3024
10. USE THE APPROPRIATE DETAILS (N1 -N35 or A41MJ
Cad Puinaln, P. L
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
341, Wink Place
SL" T. DETERMINE MA)CMUM POST SPACING ON SLAB FROM TABLE 5.8
Lyndiburg. VA 24M
SLAB 8- USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
Barbuda=a
SLAB L FOLLOW "S FROM ABOVE
SLAB 10. FORTWO POST STRUCTURES USE TABLE 7.1 ON SHEET 93 FOR SLAB', REQUIREMENTS INSTEAD OF THESE TABLES
ICC ESR 1398 (W09,I8C) 10/1112011 Page 29 of 00 -1 z -W--
USE OF FOAM Cp 6 ANELS WILL
REQUIRE TT -I£ USE OFA ST ESIGN
PROFESSION TO COMPLY T
ICC ESR No/ j
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Header 1 METAL SKIM
N� SANDWICH PANEL TO
HEADER C❑NNECTI❑N
OCT 20 2011
ICC ESR 1398 (2009-113C) 10111/2011
2'x6' yALUM FLAT PANEL
N2 t=0.018' 30041-136
t>0,019' 30041-134
92 0.875 RU25
2.'x6ALUM" FLAT' PANEL- - '
N3 t=0.018' 30041-136
00.018' 30041-134
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ATTACH TD TOP OF
PER TABLE 4.9
2• x 6S1 Rafter
Rafter Talks
N5 NEWPORT FASCIA
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SMs a 6.00'
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ATTACH TO TOP OF HEAVE
PER TABLE 4.9 OR 4
010 SMS a 6. O/C
�-- 0.750 FASCIA cAN DE
ROLLED FOR
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.H
AND 3.5' PANEL
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0.75
SIDE FA*WA IS
2_.00 NomiAL .ovV
I IN THICIWESS.
�•` 3.00 ----1
S6 1/2" ROLLFORMEO HEADER
(3004-1-134 ALUM. ALLOY)
FOUR #14 SO SCREWS EACH
SIDE FOR FOOTINGS UP TO d=28"
FASCIA FROM N1, N2, N4 OR MO
r- 010 SMS 8 6. O/C
Structural Panel L
SEE TABLE 4.9 OR 410
SEE NOTE
AT RIGHT
Page 40 of BO
�l r.VA
t
I`Isir Fa6i
3-X A
/^ HIT -111' 50 MAX HILTI
ADHESIVE ANCHOR (ICC ESR
•► Pi. 2062). V/ 2.27 EMBER AND
• ti�� V 0 WASHER OR EQUIVALENT
SLAB OR FOOTING SEE DETAIL BM
®BRACKET FOR CONNECTING POST TO SLAB
13R FOOTING (6063-T6 ALUM ALLOY)
SINGLE SPAN ATTACHED UNITS ONLY
11eT1I11tiX 5208 TENNYSON PARKWAY
BUII.DVC PRODUCIB. IM: SUITE 100
PLANO. TEXAS 75024
NTS
-2009
1 of 4
641 010 SMS
COVEEt PANEL a 6' O/C
ILI
SEE TABLE 4.10 4;656 1.000 —�
7.75' ENCLOSED IN
DETAIL N30 0.0750
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12 (t= 0.105') or
16 Go (t= 0:0591)
JOA75" TYP.. �---- 4.043
1
N9 STEEL "C"- CHANNEL HEADER N 10 CALIFORNIA FASCIA
(ALUM 6063 T6)
(STEEL A-653 Fy=50 KSI)
3' x 3' METAL POST
SEE GENERAL NOTE 19
EIGHT N14 SMS
TWO 3/8' X5' LA DETAIL NO
W/ 10 STEEL WASHER 0
ONE ON EACH SIDE
OF POST 0 O THESE DETAILS ARE LIMITED
TO 110 mph EXPOSURE B AND
100 mph Exp C
DOUGLAS MBER FILL
9 LU
N 1 2 .FOIST OR NEAOER
ATTACHED STRUCTURE POST
TO DECK FL06R JOIST
3.00'
N 1 4 0.024.OR
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04H3
t =0.024' 304
t =0.040' 3105H26 I l i�Y�P3
FCC ESR 1398 (2009 IBC)10111/2011
T-
3- or 4"
1
�---- 3' or 4' --1
0.28
�m
t= 0:030' ALUM
= 0.040' ALUM
= 0.041' STEEL
POSTS MAY BE MMMED r/FLEX
AIM. FACING.
3" ALTERNATE. POST
N 11 (3105—H25 ALUM. ALLOY OR
A-653 Fy=40 KSI STEED
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ILmom &M.F"
LO COOK N=
ALUM
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TOP MART
L
at 1' MIN GAP
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TO LEDGER
tn IIRAIMAGE
TOP MOUNT BRACKET
ASTM A500 GRADE A
STEEL POST
N17 SEE GENERAL NOTE
#9 FOR CORROSION
PROTECTION
Page 41 of 60
6 5/8' _�•3.,
Ml
3' _
7 SOUARE COELOM .
(3004-M34 ALUK ALLOY)
:Nl 6 20 x 6ZW SMEPL RTES
(3004-W4 ALLOL AUAY)_
SIDEPLATE CONNECTION DETAIL TOP MOUNT BRACKET NOT ALLOWED
IN SNOW LOAD AREAS
SEE GENERAL NOTE 49 FOR
CORROSION PROTECTION
1.5. 0.125'
1.5'
STRUCTURAL PANEL.
N18
ALTERNATIVE EAVE ATTACHMENT
ALL HOUSE PENETRATIONS
MUST BE COMPLETELY. N
PERMANENTLY SEAL FIE5 G..
Live
MAX "L" FOR TOP
Load
OR SIDE MOUNT
Wind Speed
ik
.and Exposure
16" o/c 24"olc
...10',
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W-4` 13'-T'
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SIDE MOUNT
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ALSO C014PLY W1
04 2
* /I
139 ° L1uJue1'inl; 5208 TEMNTSOM P20.11.
4 15 * kflLDIW. PRODUCIB. INC SUITE 100
PLANO. TEXAS 75024
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2_ of 4
SEE SHEET MS FOR
STEEL -POST_. sue REQUIREMENTS
FOR INED
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o D. 9>v.:
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d
COPMIE F00704
d
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d<38' B=12'
d<46' B=18'
N29 FREESTANDING OR ATTACHED
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HEADER
(3004-H34 ALUM. ALLOY)
or ao
0.040' ie
m
N31
RAFTER & SIDEPLATES
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Seal with permanently flexible
& waterproof sealant
CDNTINUDUS 2'x DF LEDGER
BOARD OR PROVIDE SIMPSON
2' x 4' $TRDNG TIE MSTA36 (ICC ESRn
DOUG FIR 2105) AT SPLICE LOCATION
WMD STUD 1.00'min. COVER W/ 0.019' ALUMINUM a
e
31 x 8' Header 81 I 31 x 8r Header 82 . - •
(U421) I L =42')
2' x 6' Side Plate
814 i 814 SN -
I I x or*="r CONTINUOUS 2x DF WOOD LEDGER
3*x3' POST I3'x3' POST OKPROVIDE SIMPSON STRONG TIE
I MSTA36 (ICC ESR 2105 AT SPLICE
I 2x6.V SIDEPLATE LOCATION)
COVER W/ 0.019' ALUMINUM.
N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS
LEDGER BOARD ATTACHMENT
V4- LAG SOREVS FOUR 014 SDS EACH SIDE^
W3
1/41 Lag Scree 3' x 8r ALTRI
RAFTER BRACKET
RETAIL L7
r esmw
ATTACH PATIO COVER ® ----3x8' ALUM
3.5' MIN AS PER M26 13R M27 HEADER
Completely Seal with
permanently flexlble. &
waterproof sealant
2.5' MIN PENETRATIOM LOWcurl. 2.25' MIN
WM VMD FRAMING � 811 SELF-BrRnlLlllG
Synthetic Stucco or other
7 ===i
non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMNT
Sheathing MAX WIND LOAD IS 100 MPH EXP B AND 90
MPH EXPOSURE C
SEE ALLOWABLE DISTANCE TO FIRSTSTUCCO ATTACHMENT DETAIL W/
N33
ROW OF POSTS IN TABLE 7.7 LEDGER BOARD
IC0 ESR 1398 (2009 IBC) 10/11/2011 Page 43 of 60
*l
04 2V13
r BOX
HEADER
IMINUM 11"
ICKET
m. ALUMINUM
FOUR #14 .SDS EACH SIDE
N35 LUMINUM 'H' BRACKET FOR.
CONNECTING POST TO HEADER
(6063—TS ALUM. ALLOY)
me 8206SUffE TENNYSON PARKWAY'`
BL1I DINC PR0DL:rf& BYC. 1 I
PIANO. TEXAS 75024
4 of
2x wood studs DF
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or BTR ®16" o/c
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0.04 HF�R
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DER
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TABLE - 7.5
2.25' ;MIN "ANC4'.
e
31 x 8' Header 81 I 31 x 8r Header 82 . - •
(U421) I L =42')
2' x 6' Side Plate
814 i 814 SN -
I I x or*="r CONTINUOUS 2x DF WOOD LEDGER
3*x3' POST I3'x3' POST OKPROVIDE SIMPSON STRONG TIE
I MSTA36 (ICC ESR 2105 AT SPLICE
I 2x6.V SIDEPLATE LOCATION)
COVER W/ 0.019' ALUMINUM.
N32 ALTERNATIVE SPLICE FOR ATTACHED UNITS
LEDGER BOARD ATTACHMENT
V4- LAG SOREVS FOUR 014 SDS EACH SIDE^
W3
1/41 Lag Scree 3' x 8r ALTRI
RAFTER BRACKET
RETAIL L7
r esmw
ATTACH PATIO COVER ® ----3x8' ALUM
3.5' MIN AS PER M26 13R M27 HEADER
Completely Seal with
permanently flexlble. &
waterproof sealant
2.5' MIN PENETRATIOM LOWcurl. 2.25' MIN
WM VMD FRAMING � 811 SELF-BrRnlLlllG
Synthetic Stucco or other
7 ===i
non-structural covering (1' max. thick) POST ALTERNATIVE FOR SLAB ATTACHMNT
Sheathing MAX WIND LOAD IS 100 MPH EXP B AND 90
MPH EXPOSURE C
SEE ALLOWABLE DISTANCE TO FIRSTSTUCCO ATTACHMENT DETAIL W/
N33
ROW OF POSTS IN TABLE 7.7 LEDGER BOARD
IC0 ESR 1398 (2009 IBC) 10/11/2011 Page 43 of 60
*l
04 2V13
r BOX
HEADER
IMINUM 11"
ICKET
m. ALUMINUM
FOUR #14 .SDS EACH SIDE
N35 LUMINUM 'H' BRACKET FOR.
CONNECTING POST TO HEADER
(6063—TS ALUM. ALLOY)
me 8206SUffE TENNYSON PARKWAY'`
BL1I DINC PR0DL:rf& BYC. 1 I
PIANO. TEXAS 75024
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FOUR -!B SCREWS INTO RAFTER AND
FASC14—
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ROOF COVERM IS MAX
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o
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11A4VX3X3'---O 2*X 6 i/f ALUM. o
OAW ALUM PM
TVP.
WITH SIDEPLATES END
3,00- DOUBLE ALUM
N2 rm%i i rr%nL&rn up-Artro RuAS fW%LlU HEADER CONNECTION
DETAILS TO STRUCTURAL PANELS
#14 X. V SMS
F OJV SEeTABLE 7.5 #10 sms 0 FMLOIN-
FF& SPACING' QF SPAC010:
6 _ O.C. 8'. PANELS
1.50" 12' O.C. 12 PANELS
SPACING
2
f,50
MAX LOADS
10 PSF 110 MPH EXP C
it 30 PSF 110 MPH EXP B
2.25* 20 PSF 105 NPH EXP C
A--RAIL-SEE OR 25 PSF 100 MPH EXP C
DETAIL V 2.50!' 30 PSF 95 MPH EXP C
EXTRUDED HANGER
I I (60113 -TO ALUM. ALLOY)
0.30
1.50 .
ICC ESR 1398,(2009 IBC) 10/1112011
OR
10. OUBLE 2*x 6.5" or 3x 8 -
ST HEADERS IN PLACE OF
3"X 80 HEADER WITH
13/c POST & SIDEPLATES
TYP I 3*X .3' POST,,
#10 SMS @
FOL -LOVING
SPACING
61 O/C FOR 6'
PANELS 12' O/C
FOR 12' PANEL
HrTHDAI PAtJrl
ROI.LFORMED HANGER
(3004-H34 ALUM. -ALLOY)
Page 42 of 60
DOUBLE 2X,6Xa25' HEADERS
DOUBLE 31X@1 HEADER (VE1
/1%
04 2913
N31)
xs
&75*
A7$'-
014 x 3/4' SMS
EAtFi S—D]
4 SMS.
IDE
6063T5 ALUMINUM
BRACKET
OCT 20 2011
216 1/2N 12"rt-M
ALUM. RAPIER"
0 lir OR 24' RD
O.C. HE
216 11'2' ALUM. FASCR
N28 LTERNATE-DECORATIVE
,FAsciA TRIM
Pu
_j 39$208 T1ENNYSOII PARKWAY
erunax 00
G Um mc PUM,1TEXAS 75024
NTS
3 of 4
.75' . FASCIA NOR.
IN 3/8' BOLTS
1.5 8
FOUR #14 SD SCREWS EACH 3`X 3• 'X 6 1 2'
SIDE UP TO d=28" FOOTING
T/ 9 W/ IN ix
�TES
SIDE_
X_ TAIL SIL Won
ALUM. FOOTING
_
BRACKET
&0 X1.5' SG ALUM W/ DECORATIVE"
GALVANIZED HILT[ HIT-NY 150 MAX
'r
AL SCROLLS OR SOLID FILL
ADHESIVE ANCHOR (ICC ESR 2262) W/
229' EMBED AND r 0 WASHER OR.
t.� GALVANIZED MILTI HIT-KY 150 MAX .ADHESIVE
V �� HEIR (ICC ESR 2262) W/ 225' EMBED AND 1' 0
�f.i; ��.t EQUIVALENT
'••.•ti SEE SEE DETAIL BM FOR OPTIONS
�'� 7. ASHER IL2 EQUIVALENT.
.�' �
POST
,
EE DETAIL BM FUR OPTMNS
�s�
,�' SLAB OR FOOTING
0 3/8' BOLTS
�j--WROM
X
. @ ALUMINUM FOOTING BRACKET FOR CONNECTING TO
CONN. CMA NEI
7.9 CONCRETE SLAB OR FOOTING
225' 4.5' 225'
4225
SCROLL POST CONNECTMN TO CONCRETE SLAB OR FOOTING
6063 T6 ALUM ALLOY
ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS
BRACKET - 6063 T6 ALUM ALLOY
POST = DETAIL AF
ONLY USABLE FOR SINGLE SPAN ATTACHED UNITS
3.000'
»-
3'
_T
0.062-
I
3A00' .68814)
3"
AG 0.37'
,094', .7 0'(4)
c
o
I -'i I_
�_ 3' 4'
u?
or
.68 "(4)
3' or 4' ASTM A500 GRADE A
STEEL POST t (IN)= 0.030, 0.040 (ALUM
.43714)
SEE GENERAL .NOTE OR = 0.041 (STEEL)
CORROSION PROT IO
w Rno
1236)
9
.020' DP.
JUN 4 013 3' ALUM OR STEEL CLOVERLEAF
x (12) 062" RAD420)
1.50°
POST
•187" RAD(T6)
OS H25 OR ASTM A653 ' GRADE
®Co OSTS
® TWIN 1.5" SQ. X
'ON ES
s° 40 STEEL)
_ % c P
w
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"t" = o.o LESS OTHERWISE NOTED
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m
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tt
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PFCAuf Imm NTS Component Parka do Connection Details
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 48 of 60 Engin is
. OCT 20 2011 p CD05-2009 w.5 of 9
POST SPACING IS RESTRICTED TO THE 'ON
SLAB' SPACING SHOWN IN TABLES W. 5.5,
- POST 'A' DETAIL AD 5.6, 5.7, 5.8, 6.1, 6.5, 6b, 6.7 OR 6.8
SOLID COVERS MUST USE THESE
DOUGLASFIR UTILITYRESTRICTMNS
EIGHT 114 SMS GRADE OR BTR FOR to PSF SNOWiLIVE LOAD
MAXIMUM WINDSPEED IS
_ TVo %S' LAG SCREW _V/ V VASHER, 110 MPH EXP H
I11E N EACH SIDE CF POST.
DOUO.AS FIR
LUMBER FLOOR
.QST DR NEADER
ATTACHED STRUCTURE POST
TO FLOOR JOIST
TWO 3/8" BOLTS
0.091" TYP-
2:25'
i r•O97"
loo NPH EXP C
FOR 20 PSF OR GREATER SNOW/LIVE LOAD
MAXIMUM WINDSPEED IS
110 MPH EXP C
3' x 3' ALUMINUM
'r POST
R:
11•
4" MIN NJ
1.5 5"
5.5" 7
ESt0 STAINLESS STEEL HILTI KWIK BOLT TZ (ICC
1917) W1 2' EMBED WITH 1'0 STEEL WASHERS
MAX FOOTING SIZE IS d= 31'
POST T13 FOOTING ATTACHMENT DETAIL
AP SINGLE SPAN ATTACHED UNITS ONLY
ICC ESR 1398 (2009 IBQ 10/1112011
Page 49 of. 60
OCT 20 2011 1
SEE SHEET M8 FOR CONCRETE
STEEL POST SLAB REQUIREMENTS FOR.
CONSTRAINED FOOTINGS
3/8' x 9' STEEL
B I REBAR EMBEDDED AT
p D a 'B' DEPTH
d : c. _h a. d<33' B=9'
d'< 38' B 12'
3'O p, Q, _ d < 46' B = 18'
d<51' B=24'
9"
CONC�.TE FOOTING I
d
®FREESTANDING OR. ATTACHED. STRUCTURE
COLUMN TO FOOTING CONNECTION DETAiL
JUN 04M013
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CITY OF LA QUINTA
BUILDING & .SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
ILfMrMVW7=70MAM M'AaU11AM67R&MAWAAE
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CITY OF LA QUINTA
BUILDING & .SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
ILfMrMVW7=70MAM M'AaU11AM67R&MAWAAE
AE4l7 fMCt31A *WAWAICA SMMZS7MXftAM
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WIND
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DESIGN
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SPEED
HEIGHT
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WIDTH
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RECE-IVED-
JAN,
0,8 2014
General Notes: clzir OF LA QUINTA
COMMUNITY DEVELOPMENT
Note: All construction shall comply with the 2010
California Residential, Mechanical, Electrical, Plumbing,
Energy, and Green Building Codes, and La Quinta Municipal Codes.
"All 'or equal' substitutions must be submitted to, and approved
by the Building Official prior to installation of the Item.
All underground Gas lines are to be installed in gastight conduit.
BTUs of Gas Units used in this project
1. Gas Barbeque 40,000 BTUs
2. Gas Fire pit 80, 000 BTUs
Water Fountain # 1
Standard electrical spa light will be used as per pool engineering
s
details.
Recycle water system from 1 hp water pump to Fountain and back
to water pump.
Water filler will be installed to clean fountain water. This is shown
in site plan as part of -pool equipment.
Water Fountain # 2
Standard electrical spa light will be used as per pool engineering
details.
Recycle water from 1 hp water pump to Fountain and back to
water pump
Water filler will be installed to clean fountain water. This is shown
in site plan as part of pool equipment.
Outdoor lighting will be low voltage.
See Site Plan for location of Gas lines, Electrical lines, and TV cable
lines.
Dt
Q✓ C� �p4.0. J
Side Yard Remodel Project
This Project will have the following:'
1.2 Alumawood Patio Covers
2.2 Free Standing Block. Walls
j 3. Water Fountain # 1
4. Water Fountain # 2
S. Barbeque, Bar Area
6. Fire Pit
BUILDINGS E TY Q FA
APPROVED
T.
FOR CONSTUCTION
DATE
BY
Owner: Michelson, 'family Partnership; INC.
23161 Mill Creek Drive, Suite 335
Laguna Hills., CA 92653
SE"�� �lurnwwov
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,
Barbeque Patio Area
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#r.L ,4�4 BTUs of Gas Units used in this project - 1. Gas Barbeque 40,000 BTUs
2. Gas Fire pit 80, 000 BTUs
I � '
OF LA QUINTA
16 t�l�' Ci & SAFETY DEPT.
-PROVED
� •Y t L
IVR CONSTRUCTION
GATE BY
e 2
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All underground Gas lines are to be installed in gastight conduit.
#r.L ,4�4 BTUs of Gas Units used in this project - 1. Gas Barbeque 40,000 BTUs
2. Gas Fire pit 80, 000 BTUs
I � '
OF LA QUINTA
16 t�l�' Ci & SAFETY DEPT.
-PROVED
� •Y t L
IVR CONSTRUCTION
GATE BY
e 2
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Water Fountain # 1
Standard electrical spa light will be used as per pool engineering
details.
Recycle water from 1 hp water pump to Fountain and back to
water pump
Water filler will. be installed, to clean fountain water. This is shown
in site plan.
124
,W AI q
'eA 0
0r= LABUILDII\JG & SAFETY DEPT.
FOR onisT�VED
RUCTION
DATE
O Nva, Irl I C �2 � ty N�nS
y
OeD E ► s G14 %owed.
I,Mt'A) C'
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30" x Sou
W AttA C.
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CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTIO ''rr
4L
DATE 8Y
dcJr.l1G� A(c-, (&ar( FhMl Afz �lEl& NG.
0.30 LSF -t4 k,'D e R � 41 ue.
�Q
�ieeht: Sunrise Group
(760) 862-9382
Project: MICHEL50N
WATER FEATURE
1.
Address: q9-o8o Eisenhower Drive
La Quinta
JOD: 2ql-200
Date: 63 January 202it
fly �f� bmwrew
STRUCTURAL AND CIVIL ENGINEERING
DENISE R. POELTLER, INC.
77725 ENFIELD LANE, STE. #130
PALM DESERT, CA 9221.1
TEL. (760) 772-4411 FAX (760) 772-4409
BUILD IIVG & S
E Ty DEPT
FR COED" 0 3 014
TRUCTIO
h,
400-014 DA'T'E � CT � `� S
IQ -.2L .j& ...: _ MMUNI