09-1024 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 09-00001024
Property Address: 79704 CASTILLE DR
APN: 609-380-998-42 -293232-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 4788
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
SHATTING ANNE & JIM
79704 CASTILLE DRIVE
LA QUINTA, CA 92253
Contractor:
Applicant: Architect or Engineer: ELCAR INTERNATIONAL INC
BERMUDA
ALLIGATOR POND ROAD BERMUDA DUNES, CA 92203
(760)275-4640
Lic. No.: 893603
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.
Licensee/Clas : B Licens 893603
Date: • 't; i% Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 _ 1 I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/23/09
0
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 witl 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
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 shout ecome subject to the workers' compensation provisions of Section
700 of the Labor Co , I s all forthwith comply with those provisions.
Date: Q Applicant:
WARN NG: FAILURE TO SECURE WORRS' 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.
I
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 buildi construction, and hereby authorize representatives
Of this
c fumy t enter upon the above-mentioned grope fo inspe 'on purposes.
Date:/ / Signature (Applicant or Agent): Y
Application Number . . . . . 09-00001024
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 72.00 Plan Check
Fee
46.80
Issue Date . . . . Valuation
. . .
. 4788
Expiration Date 3/22/10
Qty Unit Charge Per
Extension
BASE FEE
45.00
3.00 9.0000 THOU BLDG 2,001-25,000
27.00
----------------------------------------------------------------------------
Special Notes and Comments
30 LN FT X 12 IN FT PATIO COVER PER 2006 -
IBC CODES,2007 CBC; & APPROVED PLANS &
A.J.
September 23, 2009 10:34:42 AM pjuarez.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid- Credited
----------
Due
-----------------------------------------------
Permit Fee Total 72.00 .00
.00
72.00
Plan Check Total 46.80 .00
.00
46.80
Other Fee Total 1.00 .00
.00
1.00
Grand Total 119.80 .00
.00
119.80
LQPERMIT
r
0
x
Bin #
Qty of La Quinta
Building &T 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`. -1 r, C lwner'sName:
A. P. Number: Address:
Legal Description: C
City, ST, Zip: 3
Contractor: elephone:
)(t
Address:' 1 &FJ Oroject Description:
City, ST, Zip:
0
Telephon /L
Emm
State Lic. #: Q
City Lic.
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone: ....................
State Lic. #:
. . . . . . . . . . . . Construction Type: Occupancy:
Project type (circle one): New Add, Alter Repair Demo
Name of Contact Person: Sq. Ft.: —1
# Stories:
Units:
Telephone # of Contact Person: Estimated Value of Project: � 'A' -\-0 C) coo
APPLICANT: DO NOT WRITE. BELOW THIS LINE
Submittal
Req'd
Rec!d
TRACING PERMIT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Caics.
Called Contact Person
Plan Check Balance
Title 24 CaIcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2d Review, ready for correctionslissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Plumbing
Grant Deed
Plans picked up.
S.M.I.
H.O.A. Approval
Plans resubmitted
I,
Grading
IN HOUSE:-
Reyiew,.ready for correctionslissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date. of permit issue
School Fees
Total Permit Fees
Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering
PAGES
DRAWING
SECTION DESCRIPTION
2 PAGES
GN01-2006
GENERAL NOTES
GN02-2006
2 PAGES
SC01-2006
SOLID PANEL STRUCTURAL CONFIGURATIONS
SCO2-2006CC
ALUMAWOOD STRUCTURAL CONFIGURATIONS
1 PAGE
1
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4 PAGES
2 - 5
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
4 PAGES
6 - 9
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
3 PAGES
LT01-2006
COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
LT02-2006
LT03-2006
1 PAGE
1
10 PAGES
2-11
10 PAGES
12-21
4 PAGES NP01-2006
NP02-2006
NP03-2006
NP04-2006
9 PAGES CD01-2006
CD02-2006
CD03-2006
CD04-2006
CD05-2006
CD06-2006
CD07-2006
CD08-2006
CD09-2006
5 PAGE M1-2006
M2-2006
M3-2006
M4-2006
M5-2006
SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS
COMPONENT PARTS AND CONNECTION DETAILS
.tp
MISCELLANEOUS DETAILS
MISCELLANEOUS DETAILS
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
7.0 FOOTING AND SLAB ATTACHMENT TABLES
7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
July 29, 2008
m
GENERAL NOTES:
1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. THIS REVIEW INCLUDES
THE 2007 CALIFORNIA BUILDING CODE PROVISIONS THAT ARE LOCALLY ENFORCEABLE AND UNDER THE
JURISDICTION OF CITY AND COUNTY BUILDING OFFICIALS. PROVISIONS RELATED SPECIFICALLY TO
HOSPITIALS AND PUBLIC SCHOOLS IN CALIFORNIA ARE NOT PART OF THIS REVIEW.
2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S
SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE.
DESIGN LOADINGS:
GROUND SNOW LOAD
10 PSF
20 PSF
25 PSF
30 PSF
40 PSF
60 PSF
FOR 0.25/12 > SLOPE < 1/12
DESIGN LOAD
10 PSF LIVE OR GROUND SNOW
20 PSF LIVE OR GROUND SNOW
21 PSF
25.2 PSF
33.6 PSF
50.4 PSF
WIND SPEEDS IN THE 2006 IBC ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS
REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM "3 SECOND GUST WIND SPEEDS".
NOTE: EXPOSURE B: URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS
CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY
DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEET THE DEFINITION OF
ANOTHER TYPE EXPOSURE.
EXPOSURE C: OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR
OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE
THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY
TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY
ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE
THAN 600 FEET (182.9 M). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES
IN HURRICANE -PRONE REGIONS.
SEISMIC LOADING
MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1)
S1 NOT APPLICABLE TO THESE STRUCTURES
SITE CLASS = D
BASIC SEISMIC FORCE RESISTNG SYSTEM
POSTS EMBEDDED INTO FOOTINGS = INVERTED PENDULUM » R = 2.0
POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R= 1.25
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
7/29/2008
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 LIVE/SNOW AND WIND LOAD
e. ALL APPROPRIATE DETAILS
f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY.
Page 1 of 55
AUG 2.1 2009
m
GENERAL NOTES:
(CONTINUED FROM SHEET NO. 1)
5. CONCRETE MIX: Fc=2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND
SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE 2006 IBC. PATIO STRUCTURES MAY
BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS.
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 4 INCHES FROM EDGE OR EXPANSION JOINT OF A
SLAB.
6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE FOUNDATION PRESSURE IS
1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF/FT AND IS DOUBLED
PER 1804.3.1. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS,
PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. UNITS IN
SNOW/LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O
ADDITIONAL ENGINEERING.
7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR
VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES
MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT.
8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER.
9. STEEL BOLTS SHALL BE ASTM A-307 AND HOT DIPPED GALVANIZED, MECHANICALLY
GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL
10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED.
11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE
CADMIUM PLATED. CONCRETE ANCHOR BOLTS ARE 3/8" W/ 2" EMBED STAINLESS STEEL HILTI
KWIK BOLT TZ (ICC ESR 1917) OR EQUIVALENT. ANCHORS ATTACHED TO CONCRETE SLAB WILL
HAVE ALLOWABLE TENSILE OF 750 LBF AND SHEAR OF 500 LBF.
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 O, U, AND X) MAY BE LOCATED ANYWHERE.
14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR 1720, 1976 , 2196
OR EQUIVALENT.
15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL
ENGINEERING ANALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY.
16. ROOF PANELS ARE CLASS "B" FIRE RATED.
17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE.
7/29/2008
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 6.6.1
19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM
DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750LBS AND THE POST SPACING SHALL NOT
EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION
UPLIFT LOAD IS 800 LBS FOR 90MPH 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, L14, N12, N13, AL OR AM. CONSTRUCTION OUTSIDE
OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING.
20. ANY UNIT BUILT WITH A ROOF SNOW LOAD GREATER THAN 30 PSF IN A SEISMICALLY ACTIVE
AREA MAY REQUIRE ADDITIONAL ENGINEERING AT THE DISCRETION OF THE LOCAL BUILDING
AUTHORITY.
21. DRIFTING SNOW IS ADDRESSED IN DETAIL BR. 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.
GENERAL NOTES FOR LATTICE STRUCTURES:
(PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SCO2-2006 AND LT01-2006 THRU LT03-2006.)
1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVE AND SNOW LOADS.
2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED.
3. SINGLE SPAN LATTICE STRU T RES THAT USE DETAILS L13, L14 OR L25 MUST COMPLY WITH
TABLE L1 AND L2 ON SHEET
Page 2 of 5.r,
AUG 212009
TH VARIES MP1Ll PROJECTION
LENG OF pROJECT1ON 022HYN�OF
MIN. LENGTH 75% LENGTH & POSiSPA • MIN. SLOPE 0.5C
MIN. PANEL JOINT
HOE OF tHEADER TENERS
COVER PANEL
LENGTH VARIES• OF PROJECTION
FASCIA MIN. LENGTH 75'6
SINGLE SPAN NTII
ATTACHED PATIO HEA
COVERS DO NOT
REQUIRE FOOTINGS
COLUMN LVERT.ALICC LZZIPROVIDE 1 1
1 1/2` DRAIN 3.5' CONCRETE SLAB DRAIN
_ REO'D V/ CONSTRAINED
-d1 I __y� FOOTINGS
J •,- I L�SEE SCHEDULE FOR
7�y FOOTING SIZE. SINGLE SPAN ATTACHED STRUCTURE
FASC
PANEL MAY INTER— OVER PN
OVERHANG 25% MAX.
MEDIATE 1/2.0 STEEL
OF CLEARSPAN 5� G. BAR (RE -BAR
MAXIMUM SPACING
r= —
PROVIDE 1 1/2" i _- d SEE SCHEDULE FOR SIZE
DRAIN DETAIL AO OR N29 ONLY
I I
3.5' CONCRETE SLAB REO'D V/n�,
CONSTRAINED FOOTINGS „d., "d'
MULTISPAN ATTACHED CANTILEVERED STRUCTUR
PATIO COVERS ARE LIMITED TO 12'
HEIGHT. CARPORTS AND COMMERCIALNTH VARIES• SEE SCHEDULES. PRO,
STRUCTURES ARE LIMITED TO 18' PAN
HEIGHT. _ L.
7/29/2008
[:"VL
DR INTERIEDIATE
SLL REAMOLUMNTICALLY— _ STL.COL.TYF
�- 0R 01 1 1/2- a
DRAIN
3.5' CONCRETE SLAB REO'D V/ 'd "a" "a'
CONSTRAINED FOOTINGS
MULTISPAN ATTACHED STRUCTURE
V Nom: SEE SCHEDULE FOR POSTS. ALL POSTS TO BE
Is ftINSTALLED VERTICALLY. MAY HAVE MORE THAN 2 POSTS (PER INTERMEDIATE BEAM).
END '
F CIA
MULTISPAN FREESTANDING `0'3�
PANEL S U T R S�pQS VF 0,
z
W 3.5' CONCRETE SLAB REO'D V/
"d CONSTRAINED FOOTINGSNfO
SEE SCHEDULE FOR SP
FOOTING SIZE I d
SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE MAX. O25X Of
' POST SPP ACCININ G
SEE
It SC ONE NC POST SPACINGE FOR
Oy�A�O�4BOf�NO
3.5' CONCRETE SLAB REO'D V/
1-1/2"0 X 6" REBAR CONSTRAINED FOOTINGS
SEE SCHEDULE FOR SIZE y -d"
DETAIL AO OR N29 ONLY
SINGLE SPAN FREESTANDING STRUCTURE
FOR POST SIZE SEE
POST SCHEDULES
COVER
PANEL
=T&==-�
j LSEE SCHEDULE FOR SIZE
DETAIL AO OR N29 ONLY
AUG 2.-j 2009 .
' 11111elZmaX 5208 TENNYSON PARKWAY
r � SUITE 100
/ BUILDING PRODUCTS, INC. PLANO, TEXAS 75024
DRON BY. CMP
NONE ORIlRAWPIART Nli SOLID PANEL STRUCTURAL
NAME CONFIGURATIONS
DATE:DRAWING SHEET
7/29/08 OR PART
SC01-2006 1 OF 2
1 1/2'
DRAIN
3.5'
CONCRETE SLAB R
CONSTRAINED FOOTINGS
X PNS
PLACE 1/2"0
SPAN
PANEL SPaN
t3 i�ou.i": ..: • 'P`.'�::..:..
.ca, .
4 END
FASCIA
,
"'
M
DT
%�•
g
1
1/2.0 STEEL BAR
-
(RE -BAR)
(;tv.
SEE SCHEDULE FOR SIZE
DETAIL AO OR N29 ONLY
Page 3 of 55
ENGI ERS STAMP
=T&==-�
j LSEE SCHEDULE FOR SIZE
DETAIL AO OR N29 ONLY
AUG 2.-j 2009 .
' 11111elZmaX 5208 TENNYSON PARKWAY
r � SUITE 100
/ BUILDING PRODUCTS, INC. PLANO, TEXAS 75024
DRON BY. CMP
NONE ORIlRAWPIART Nli SOLID PANEL STRUCTURAL
NAME CONFIGURATIONS
DATE:DRAWING SHEET
7/29/08 OR PART
SC01-2006 1 OF 2
3'X8'ALUM HEADER
3'X8' STEEL C
DOUBLE ALUM HEADER
DOUBLE STEEL C BEAM
LATTICE OVERHANG 36' MAX
24' MAX FOR 30 PSF SNOW
LOAD OR HIGHER
3.5' CONCRETE SLAB
REO'D W/ CONSTRAINED
FOOTINGS 1I
SINGLE SPAN ATTACHED
LATTICE, STRUCTURE
O'HANG—
01*.
PROVIDE 1 i
DRAIN
MULTISPAN UNITS
REFER TO GENERAL
NOTE 22.
MULTISPAN FREESTANDING
LATTICE STRUCTURE
SINGLE SPAR W/ CONSTRAINED FOOTINGS
ATTACHED PATH? COVERS DO NOT SEE SCHEDULE FOR SIZE—
REDUIRE FOOTINGS DETAIL L29 ONLY
IES. SEE SCHE0ULE5.
LENGTH �� PROJECTION FASCIA
►AIN. LENGTH 75% OF _ — �.
RAFTER SPAN
kR SPAN)
OR MORE SPANS
—2" X 6.625" OR 3" X 8" ALUM. RAFTERS
A / h
E9R S FRC��C�
�O
j
OVERHANG LATTICE:
COVERALUM. RAFTERS
I .
SEE DETAIL L3
257. POST
PACING
I
�,� 1 •�
SEE SCHEDULE FOR
FOOTING SIZE
SINGLE SPAN ATTACHED CWTUKRED STRUCTURE
VERHANG
° F', tip ti�v� S
3.5' CONCRETE SLAB REO'D W5CON • CONCRETE
ESLAB
RE GS
W/ CONSTRAINED FOOTINGS
F �
dI 'i I I
SINGLE SPAN FREESTANDINPLACE 1- 1/2- 0X 6"
G �j
LATTICE STRUCTURE � STL. BAR AS SHOWN
SEE SCHEDULE FOR SIZE
fL C'>DETAIL L29' ONLY
AUG 2.j 2009
/,k.. P91
r.
FREESTANDING STRUCTURE ATTACHED STRUCTURE
7/29/2008 Page 4 of 55
TRIBUTARY WIDTH (TW) DIAGRAM
OF CLEAR SPAN
tiF
V
MAXIMUM
RAFTER
OVERHANG
�IS 25% OF
.r R��GSG� SFF
—^
CLEARSPAN
<s
LATTICE OVERHANG
36' MAX
24' MAX FOR 30
PSF SNOW LOAD OR
POST HT.
HIGHER
` 1
"z 8 1 r 1 �y
3 " 26GA
"
\►\
STEEL C" BEAM
FOR BEAM WRAP DETAIL,
�►A
DETAIL 'L18'.
1
3.5' CONCRETE SLAB REO'D
SINGLE SPAR W/ CONSTRAINED FOOTINGS
ATTACHED PATH? COVERS DO NOT SEE SCHEDULE FOR SIZE—
REDUIRE FOOTINGS DETAIL L29 ONLY
IES. SEE SCHE0ULE5.
LENGTH �� PROJECTION FASCIA
►AIN. LENGTH 75% OF _ — �.
RAFTER SPAN
kR SPAN)
OR MORE SPANS
—2" X 6.625" OR 3" X 8" ALUM. RAFTERS
A / h
E9R S FRC��C�
�O
j
OVERHANG LATTICE:
COVERALUM. RAFTERS
I .
SEE DETAIL L3
257. POST
PACING
I
�,� 1 •�
SEE SCHEDULE FOR
FOOTING SIZE
SINGLE SPAN ATTACHED CWTUKRED STRUCTURE
VERHANG
° F', tip ti�v� S
3.5' CONCRETE SLAB REO'D W5CON • CONCRETE
ESLAB
RE GS
W/ CONSTRAINED FOOTINGS
F �
dI 'i I I
SINGLE SPAN FREESTANDINPLACE 1- 1/2- 0X 6"
G �j
LATTICE STRUCTURE � STL. BAR AS SHOWN
SEE SCHEDULE FOR SIZE
fL C'>DETAIL L29' ONLY
AUG 2.j 2009
/,k.. P91
r.
FREESTANDING STRUCTURE ATTACHED STRUCTURE
7/29/2008 Page 4 of 55
TRIBUTARY WIDTH (TW) DIAGRAM
OF CLEAR SPAN
tiF
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
0.024"Y9"YR R95" Raflpr 1M.16 n nZ9"v7"vR R9F" Rafter lMnlfienanl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(s
in
90 110 120 130
10
24"
7'-11"
7'-11"
U-11"
6'-0"
LIVE
20"
9'-0"
9'-0"
8'-0"
T-0"
20
16"
10'-5"
10'-5"
9'-5"
8'-3"
LIVE
12"
12'_6"
12'-6"
10'-6"
8'-11"
20
24"
4'-8"
4'-8"
4'-8"
4'-8"
LIVE
20"
5'-5"
5'-5"
5'-5"
5'-5"
30
16"
6'-5"
6'-5"
6'-5"
6'-5"
12"
7'-11"
7'-11"
T-11"
7'-11"
25
24"
4'-6"
4'-6"
4'-6"
4'-6"
20"
5-2"
5'-2"
5'-2"
5'-2"
60
16"
6'-2"
6'-2"
6'-2"
6'-2"
12"
7'-8"
7'-8"
T-8"
T-8"
30
24"
3'-10"
T-10"
3'-10"
T-10"
20"
4'-6"
4'-6"
4'-6"
4'-6"
16"
5'4"
5'-4"
5'-4"
5'-4"
12"
6'-8"
6'-8"
6'-8"
6'-8"
40
24"
T-0"
T-0"
T-0"
T-0"
20"
T-6"
3'-6"
T-6"
3'-6"
16"
4'-3"
4'-3"
4'-3"
4'-3"
12"
5,_4„
5'-4"
5'-4"
5'-4"
60
24"
2'-0"
2'-0"
2'-0"
2'-0"
20"
2'-5"
2'-5"
2'-5"
2'-5"
16"
3'-0"
T-0"
3'-0"
T-0"
12"
3'-10"
T-10"
T-10"
T-10"
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
(s
(in)
90 110 120 130
10
24"
11'_7"
11'-7"
11'_7"
11'_1"
LIVE
20"
13'-0"
13'-0"
13'-0"
12'-5"
20
16"
14'-11"
14'-11"
14'-11"
14'-1"
LIVE
12"
17,_7'
IT -7".
17.-7"
16'_5"
20
24"
7'-2"
T-2"
7'-2"
T-2'
LIVE
20"
8'-2"
8'-2"
8'-2"
8'-2"
30
16"
9'-7"
9'-7"
9'-7"
9'-7"
17,
11'-7"
11,_7'
11'_7,
11,_7,
25
24"
V-11"
V-11"
6'-11"
6'-11"
20"
7'-11"
7'-11"
7'-11"
7'-11"
60
16"
9'-3"
9'-3"
9'-3"
9'-3"
12"
11'_3"
11'_3"
11'-3"
11._3.,
30
24"
6'-0"
6'-0"
6'-0"
6'-0"
20"
6'-11"
6'-11"
6'-11"
6'-11"
16"
8'-2"
8'-2"
8'-2"
8'-2"
12"
9'-11"
9'-11"
9'-11"
9'-11"
40
24"
4'-10"
4'-10"
4'-10"
4'-10"
20"
5'-7"
5'-7"
5'-7"
5'-7"
16"
6'-7"
6'-7"
6'-7"
6'-7"
12,
8'-2"
8'-2"
8'-2"
8'-2"
60
24"
3'-5"
3'-5"
3'-5"
T-5"
20"
4'-0"
4'-0"
4'-0"
4'-0"
16"
4'-10"
4'-10"
4'-10"
4'-10"
12"
6'-0"
6'-0" 1
6'-0"
8'-5"
0 non"Y9"A; R95" Rafter (Mulfisnnnl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
24"
15'-6"
15'-6"
15'-6"
15'-6"
LIVE
20"
17'-3"
17'-3"
17'4"
17'-0"
20
16"
19'_7"
19•_7,
19'-7"
18'-10"
LIVE
17,
22_4"
22•-4"
21'-8"
20•_6"
20
24"
9'-11"
9'-11"
9'-11"
9'-11"
LIVE
20"
11•_2..
11'-2"
11•_2"
11'-2"
30
16"
12'_11••
12'-11"
12'_11"
12,_11"
12"
15'-6"
15'-6"
15'-6"
15'-6"
25
24"
9'-7"
9'-7"
9'-7"
9'-7"
20"
10'-10"
10'-10"
10'-10"
10'-10"
60
16"
12'_6'•
12'_6"
12'-6"
12•_6„
12"
15'-0"
15'_0"
15•_0"
15•_0"
30
24"
8'-5"
8'-5"
8'-5"
8'-5"
20"
9'-7"
9'-7"
9'-7"
9'-7"
16"
11'_2'
11•_2,.
11'-2"
11'-2"
12"
13'-5"
1 13'-5"
13'-5"
13'-5"
40
24"
6'-9"
6-9"
6'-9"
6'-9"
20"
7'-9'
7_9„
T-9..
7,-9"
16"
9'-2"
9'-2"
9'-2"
9'-2'
12"
11•_2'
11•_2'
11•_2,
11'_2,
60
24
4'-11"
4'-11"
4'-11"
4'-11"
20"
5'-8"
5'-8"
5'-8"
5'-8"
16"
6'-9"
6'-9"
6'-9"
6'-9"
12"
8'-5" 1
8'-5"
8'-5"
8'-5"
0.049"Y3"YR" Rafter IMulfisnanl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
sf
in
90 110 120 130
10
36"
13'-4"
13'-4"
13'-4"
13'-4"
LIVE
30"
15'-0"
15'-0"
15'-0"
14'-11"
20
24"
17'_2"
17'_7,
17,_2„
16'_11"
LIVE
16"
21'_9„
21•_8"
21'-9"
20'_10"
20
36"
8'-2"
8'-2"
8'-2"
8'-2"
LIVE
30"
9'-4"
9'-4"
9'-4"
9'-4"
30
24"
11,_0"
11'-0"
11'_0"
11,_0"
16"
14,-4"
14'4"
14'-4"
14'-4"
25
36"
7'-10"
7'-10"
T-10"
T-10"
30"
9'-0"
9'-0"
9'-0"
9'-0"
60
24"
10,-7"
10,_7,
10,_7,
10•_7,
16"
13,_11„
13,_11"
13'-11"
13'_11"
30
36"
6'-10"
6-10"
V-10"
6'-10"
30"
7'-10"
7-10"
7'-10"
T-10"
24"
9,-4„
9,-4„
9'-4"
9'-4"
16"
12,-4"
12'-4"
12'4"
12'4'.
40
36"
5'-5"
5'-5"
5'-5"
5'-5"
30"
6'-3"
6'-3"
6'-3"
6'-3"
24"
T-6"
7'-6"
7'-6"
7'-6"
16"
10._2'
10,_2'
10'-2"
10,_2,
60
36"
T-10"LT-0"
T-10"
T-10"
30"
4'-6""
4'-6"
4'-6"
24"
5'-5""
5'-5"
5'-5"
16"
7'-6""
7'-6"
7'-6"
3"Y3" Rafter (n)R" n/n IMidtic— nr Rinnlpl
Ground
Rafter
Wind Speed and Exposure
Snow Load
Spacing
Exposure C
s
in
90 110 120 130
10
0.024"
11'_8"
11'-8"
11._8"
11'_8"
LIVE
0.040"
16'-5"
16'-5"
16'-5"
15-10"
20
0.024"
T-11"
7'-11"
7'-11"
7'-11"
LIVE
0.040"
13'-0"
13'-0"
13'-0"
13'-0"
25
0.024"
7'-8"
7'-8"
7'-8"
7'-8"
0.040"
17.10"
12'-10"
12'-10"
12'-10'.
30
0.024"
V-11"
6'-11"
V-11"
6'-11"
0.040"
12'_0"
12,_0"
12'-0"
12'_0"
40
0.024"
5'-9"
5'-9"
5'-9"
5'-9"
0.040"
10'-6"
10'-6"
10'-6"
10'-6"
60
0.024"
4'-5"
4'-5"
4'-5"
4'-5"
0.040"
8'-4"
8'-4"
8'-4"
8'-4"
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carlputnamacomcast.net
7/29/2008 Page 5 of 55
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7/29/2008
Page 46 of
55
Engineer's Stomp
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7/29/08 CD05-2006 r 5 of -9-
V POST 'A' DETAIL AD
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7/29/2008
Page 47 of 55
Engineer's Stomp
3.5" CONCRETE SLAB
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Component Ports & Connection Detoils
7/29/08
CD06-2006 6 of 9.