PAT (11-1225)60995 Living Stone Dr
11-1225
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: C11'=00001225_ Owner:
Property Address: e_.;_�_ 60995` -LIVING -STONE DR GILBERT
APN #764=270-999-41 -3'00234-
60995 LIVING STONE DRIVE
Application description- PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 2660
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153 .
Date: 11/14/11
' Contractor: W 11
Applicant: • Architect or Engineer: A BERUMEN CONSTRUCTION R;fl�� 1 2� 1 U
PO BOX 1436
BANNING, CA 92220
(951) 545-7352 ' CITY Of I.AQUINi'A
/A Lic. No.: 920968 FII{lNckGl�i.
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 Bu iness and Professionals Code, and my License is in full force and effect.
License Class: License No.: 920968' .
date i Jqfil ntractor: J, 112
/ O ER -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 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
'and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with.a contractor(s) licensed
. pursuant to the Contractors' State License Law.).
( 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097,. Civ. C.). -
Lender's Name:
Lender's Address: '
LQPERMIT
WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury one of the following declarations: -
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier XEMPT 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 manners as to become subject to the workers' compensation laws of California,
4anagree that, if Isho become sub ct to th kers' compensation provisions of Section
0 of thea�or Cod sho forth th co ith those provisions.
Date:cant. VNWARNE To SECURE W 'KERS' COMPENSAT ON 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 ork is not commenced
within 180 days from date of issuance of such permit, or cessation w rk for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that a aboAinfotion i co t. I agree to comply with all
city and oun ordinances and state laws relating to b ding n, an h authorize representatives
oft�s cntoenerupon the above-mentioned pro for purp se .
Date: ( Si nature (Applicant or Agent):
Application.Number
. . . 11-00001225
Permit
PATIO COVER
PERMIT
Additional desc .
Permit Fee
54.00
Plan Check -Fee ."
: 35.10
Issue Date
Valuation .
. 2660
Expiration Date"
5/,12/12
Qty - Unit Charge Per
.-Extension
-
BASE
FEE
45.00. .
1.00 9.0000 THOU BLDG
2,001-25,000
9.00
Special Notes and Comments
200 S.F. ALUMAWOOD
LATTICE PATIO
COVER;
2010 -CODES.
------"--------------_-----------------------------
Other Fees . .
-
. . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
50
Fee summary
Charged
Paid Credited
Due
Permit Fee Total
54.00-
.00 .00
54.00
Plan -Check Total
35.10
.00 -•.00
35.10
Other Fee Total
1.50
00.. .00
1.50
Grand Total
90.60
00 .00
90.60
LQPERMIT
CITY OF LA 0111 TA i
BUILDING &SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Bin #
14
City .Of ra Quinta .
Building.u,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: Cl 5
Owner's Name:(21 L InR
A. P. Number:
Address: s//(!/W!5 /tF
Legal Description:
City, ST, zip:'Lk Gku !4 i,4 C_ /I-
Ar Contractor: E `
Telephone: >• iy>.:> >? v e�`j _ .
Address: Q, S AI 41b$
Project Description: e 6 v PL
City, ST, Zip: N 4/1^1 q Z 2 .2
L !
Telephone. "I.- 57 7 7.3 2
:rte' ': j`:>:
%( 2
State Lie. # : 2og6 City Lie. M
Arch., Engr.,' Designer:
Address:
City, ST, Zip:
Telephone:
00
yn " '
Construction Type occupancy:
Projecttype (circle one): New Add'n Alter Repair Demo
State Lie. #:
5 c>'"i" K a +
Name of Contact Person:
Sq. Ft.: Q
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS UNE
#
Submittal
Req'd
Recd
TRACKNG
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Calcs. '
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs..
Pians picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2'w Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted .
Grading
IN HOUSE:-
''"Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE / DESCRIPTION RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
T.1 ........... TITLE SHEET/ DESIGN LOADS
1 ............GENERAL NOTES
2 ............SOLID PANEL STRUCTURES
3 ............OPEN LATTICE STRUCTURES
4 ............PANEL SPANS TRI -V & W -PANEL
5 ............PANEL SPANS FLAT PAN
6 ............PANEL FASTENERS-/ FAN BEAM
7 ............RAFTER SPANS
8 ............COLUMN / POST TYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ............BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT
14 ............LATTICE CONNECTIONS
16 ............MINIMUM REQUIRED COLUMNS
16&17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
18 & 19 .... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 100 MPH
20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
22 & 23 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
24 & 25 -...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# C.L. 90 MPH
27 ............LATTICE POST SPACING TABLE_ FREESTANDING AND ATTACHED 10# L.L. 100 MPH
-28= ........ LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 300 L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90.110 MPH
32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 2D# L.L. 90_-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS -
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES 8 AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
COMMERCIAL APPLICATIONS - IBC CHAPTER 16
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.,
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT AVERAGE = 19'
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE = 5:12
C. MINIMUM 6' PROJECTION D. LEAST BUILDING WIDTH = 30'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED
WITHIN THIS ICC -LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (19. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIREDDESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL
SPAN TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED)
BASED ON THE SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY
HAVING JURISDICTION. -
I.C.C. E.S. EVALUATION DRAWN BY: E.N: - TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
/ REPORT NUMBER DATE' 1/112011 TITLE SHEET 10, ZO 8 30 pef DURALUM PRODUCTS, INC.
/ 'SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING DESIGN LOADS M0 20 WIND f DU ALPINE AVE., SACRAMENTO, CA 859T8
ER- REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107
90,1008110 MPH i(SIO)452-7021 FAX403.1519 salas@dumlu- SHEET T-1
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES
1. HE DESIGN COMPUES WITH HE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING b RESIDENTIAL CODES, ASCE/SEI
7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND HE 2005 ALUMINUM MANUAL -ADM 1-05.
DRAWING NOTES: _
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
S AND ENCLOSMILITY.
4. HE DEACH RAWINGS INSTALLATION AND SPEC CATIONS SHOWN REPRESENT HE FINISHED STRUCTURE. BEAR AN IDENTIFYING TAG INDICATING THE NAME AND UNLESS OTHERWISS OF THE SE NOTED, ANFACTURER DD DO NOT ESIGN INDICATE HE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES.
S. HE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND
SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM HE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 312 INCHES HICK AND IS LOCATED IN AREAS WITH A FROST DEP
OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. �
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 81805.32 A,
DESIGN CONSIDERATIONS:
1
11. MINIMUM ROOF SLOPE FOR SOUD ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. U
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
14. COVERS ARE DESIGNATED *RIDGED BUILDINGS'AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 8.
EXCEPT WHERE NOTED IN THIS REPORT. ' 5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 8.5.
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. HE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
No,
MATERIAL SPECIFICATIONS:
19. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH HE ALUMINUM AS AND HAVE EQUAL OR GREATER YEILD AND
ULTIMATE STRENGTHS.
20. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2.500 POUNDS PER SQUARE INCH.
21. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.
(EQUALS 160 PSF/FT x 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
22. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A 448 GRADE C. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM A653, GRADE 40.
23. FASTERNERS: ALUMINUM BOLTS SHALL BE 202444; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS.
WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
24. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL
25. SELF
LLING (SOS) OR SHEET METAL
ICC -ES ESR 1976 OR APPROVED EQUAL
26. TME TABULATEDSCREWS EMAXIMUM (COLUMN SPACING WHEN BEARINGREWS (SMS) IN ON A CONCRETE SLAB IS LIMITEECE D O USE WITH RESIDENTIAL PATO COVERS.ONLY. ,
27. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
1
I.C.C. E.S. EVALUATION ORAWN Bv: l.Pl TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER DATE Ut V2011 /D. 20 a 30 pal DURALUM PRODUCTS, INC.
ES. SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES NORM WIND
REVISED BY: _ RANCHO CUCAMONGA. CA (031) 741.2107 [918),4152-7021
260 ALPINE AVE:, SACRA IC. CA 06828
6o,too6ttoMPn FAX4034110.e1ee®dLmakm a SHEET OF 33
X I"
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS —�
'O.H ' NOT TO EXCEED 26%
OF SPAN
SEE DETAIL FOR SPLICE —
ji
* SQ. POSTS, SIZE VARIES SI
* SEE SHTA S FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X S V2' SIDE PLATES.
SOLID PANEL TYPES
n,E_ Ivor
PRDUF
OPTIONAL• CANTILEVER
SEE SCHEDULE FOR
POST SPACING
3 tl2' SLAB
= �" E11
NNE
TOM CAMPBELL 8 A380CU\TES, INC.
ATTACHMENT
ALTERNATE
1 I.Jrnly VVP o l I ILCVtK
PATIO COVER SYSTEM M . B
MAY USED
SINGLE POST
ER-
M
WHERE PERMITTED.
SEE SCHEDULE
STRUCTURES
SEE SCHEDULE
DURALUM PRODUCTS, NC.
MAX HT.- 17
REVISED BY:
NOTE: NO SPLICE Al
POST AND 6LEND BA
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPOND
00, 100 6110 MPH
CHANGEABLE WITH ANY
SHEET 2 OF W
COMPONTENT UNLESS C
TYPE "A" ATTACHED SINGLE SPAN W/CANTILE%
CyG�
ALUMINUM
OF
ROOF PANEL
0
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED 26%
OF SPAN
SEE DETAIL FOR SPLICE
OPTIONAL•
SQ. POSTS, SIZE VARIES BFE C/ SEE SCHEDULE FOR
�IiFDB POST SPACIN
%O.N
ALTERNATE:
9112' SLAB SINGLE POET
MAY BE USED SEE SCHEDULE
TO CONSTRAIN OTE O SPLICE AT THIS
FOOTING, SEE POST D AT END SAYS.
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
BEAM
112 x 8' STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILFVFR nPTinN
ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS
ROOF PANEL
SEE SCHEDULE MIN. 0.2W SLOPE PER FT
FOR SPANS ---�
^O.H.• NOT TO EXCEED 26%
OF SPAN
SEE DETAIL FOR SPLICE -
* SQ. POSTS, SIZE VARIES
31/2' SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.- 17
DOTING WHERE REQUIRED
SEE SCHEDULE
4i
AND AT
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
Aly
�� OR FOO_NO CUBE SIZE NOTE., EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
r _ E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
� I*
PANEL MIN. 025' SLOPE PER FT.
'O.H.• NOT TO EXCEED 26%
OF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
31R' SLAB III SINGLE POI
MAYBE USED SWI SEE SCHEDUI
TO CONSTRAIN
FOOTING. SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
9
NOTE: EACH COMPONENT IS INTER -
112 x 8' STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TVDC "MIN 0BCC0TA LlMILI/I K A u
I.C.C. I-& EVALUATION
REPORT NUNBER
= �" E11
NNE
TOM CAMPBELL 8 A380CU\TES, INC.
•��.+
SOLID PANEL
.v tv1vL-
LIVE LOAD •
1 I.Jrnly VVP o l I ILCVtK
PATIO COVER SYSTEM M . B
UF I IUN
ER-
SCALE:
SCALE: NONE
COMMI3ICIAL AND RESIDENTIAL STRUCTURAL ENOWEERMG
STRUCTURES
10,206 0pgf
DURALUM PRODUCTS, NC.
REVISED BY:
RANCHO CUCAMONOA, CA (pa11 Th.2107
HORIL WPD
00, 100 6110 MPH
((018)r62-T02t PAX 4py�p Mj;® ntum oom
SHEET 2 OF W
-RAPIER SEE a s e *SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2-X6 1/r SIDE PLATES.
AND SPACING OPEN LATTICE TYPES .
MAX PRO! SV
MAX PROJ. �7LVG UM THIS OPEN IATTICE TYPE STRUCTURE SEE SCHEDULE x'147
SEE SCHEDULE SL/gD MAY COVERED'
MAX' O.N. O. \ RAFTE0. SEE TABLE
26%OF SPAN - \ AFOR
SPACINGtic
LENGTH OF STRUCTURE VARIES
pi
PLATES
? BLAB ATTACHMENT
NOTE: EACH COMPONENT IS INTER- Y BE USED WHERE
CHANGEABLE WITH ANY OTHER st8���
COMPONTENT UNLESS OTHERWISE SHOWN. qg�
I FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER Q(
SCALE., NTS 991P THIS OPEN LATTICE -TYPE
MAY.MBE COVERED, STRUCNRE Q
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTU �� Q
RAPER BEES
ANO SPACING -
LENGTH OF STRUCTURE VARIES
EM: THIS OPEN LATTICE -TYPE
MAYBE COVERED.
s
SEE POST
LENGTH OF STRUCTURE VARIES
- P09T WITH SIDE PLATES 1M
t SEE oETaL
EACH COMPONENT IS INTER- 31? BLAB ATTACMME!
LE WIT MA'..U.. BE USED WHERE
t,HANYOTHER
LESS OTHERWISE SHOWN.t SEE SCHEDULE
FOOTING
SCHED. FOR FFOTIN
SEE FOOTING CUBE SIM
QB E IIF" ATTACHED MULTISPAN TTICE STRUCTURE
KJ ym NOTE INS OPEN MAY NPT B£ TTI' STRUCTURE
j1? A 9EESCJ ECIRE
LENGTH OF STRUCTURE VARIES
.`- - Z� 3 1? SLAB -
SEE POST DET
NOTE: EACH COMPONENT IS INTER- TO r BE SLAB USED
qp� C
31
CHANGEABLE WITH ANY OTHER S FOOTING, SEE �3 IM SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. FFt SCHEDULE NOTE: EACH COMPONENT IS INTER- O CONSTRAIN
USED
OPEN LATTICE -TYPE PATIO.COVER CHANGEABLE WITH ANY OTHER sFFt BCU OLOE EE
FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. '�� FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CURE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING Mtll_TISPAN I TTIC:F STI?I Ir
IOC:
I.C.c. E.B. EVALUATION
DRAWN BY: EN.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD a
PATIO COVER SYSTEMAS MFG. BY:
REPORT NUMBER
DATE: 1/1112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 & 30 pal
OURALUM PRODUCTS, INC.
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (95 1) 741.2107
STRUCTURES
HORR. WIND •
90,109 a 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 93029
SHEET 3 OF 33
(91 S) 482.7021 FAX 403.1919 aateswuretum com
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
.2I "--1 �- .87"
.4(
_.40'
3.00' 1-- 4.50' 4.50" --�— 4.50"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI -'V" PAN
L.L.=
(PSF)
PANEL -T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11'-9'
101-8'
11'-9"
9'-7"
101-8'
8'-8"
10
.024
13'-9"
12'-7'
13'-8'
11.9'
12'-8"
10'-3"
18'-8'
.032
15'-1"
14'-8'
15'-1"
13'-0'
14'-5'
11'-9"
20'-11"
20'-11'
20'-11'
20'-11"
19'-9'
20
.020
11'-10'
11'-10"
018
91-8"
9'-6"
g'-0•
9'-71
gy-0•
5'-8•
20
024
111-8•
11'-8'
11'-8•
11'-3"
11'-8'
10'-3"
1515"
.032
13'-4"
13'x'
13'-4'
13'-0"
13'-4"
11'-9'
17'4'
17'-3"
30
.020
1014'
10'-4•
10'-4"
10'-4"
10'-4"
.018
8'-5'
g.5•
8t5•
81-5"
V-5•
V-5•
30
.024
101-V
10140'
10'-0'
10'-0'
10'-0'
10'-0'
040
.032
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
90/100/110 MPH EXPOSURE B & C
1�1454
125'
6'
47'
ALUM. ALLOY 3004-1-136 OR EQUAL
*
12"x 31/2" W PANEL
=
PSF)
PANEL'r
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.8
EXP.0
EXP.B
EXP.0
10
.020
14'-0'
W-31"
14'-3'
14'-2"
14'-3'
12'-10"
.024
15'-7'
15'-7"
15'-7•
15'-7•
15'-7"
14'-1'
.032
18'-8'
181-8'
18' 8"
18' 8'
18'-8'
17'-3"
.040
20'-11"
20'-11"
20'-11'
20'-11'
20'-11"
19'-9'
20
.020
11'-10'
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
.024
12'-10"
12'-10"
12'-10"
12'-10'
12'-10"
12'-10"
.032
151-5'
15'-5"
1515'
1515"
15'-5"
1515'
040
17'5"
17'-3•
17'5•
17'-3"
17'4'
17'-3"
30
.020
1014'
10'-4•
10'-4"
10'-4"
10'-4"
10'-4•
.024
11'-2"
11'-2'
11'-2"
11'-2"
11'-2"
11'-2"
.032
13'-8'
13'-8'
13'-8"
13'-8"
13'-8'
13'-8"
040
15'-1"
15'-1'
15'-1"
15'-1'
15'-1"
15'-1"
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL a ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
I
DATE: 1/1112011
SCALE: NONE
iREVISED
COMMERCIAL AND REBIDENiIAL STRUCTURAL ENOINEERINO
pgptEL gpA7,tg
10, 20 a 30 pd
DURALUM PRODUCTS, INC.
ER.
BY:
RANCHO CUCAMONDA, CA (9St) 741.2107
HORIZ. WIND"
70, 90 a tto MPH
8269 ALPINE AVE., SACRAMENTO, CA 95820
SHEET 4 OF 33
(918)452-7021 FAX403.1619 �aO-CA Ium.cam
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
r BJs Q�pFES IO�q! l.- 3nnnx--� r f,._ �.B" 3.0' a0.0•
.714' �/ .024- 042"
.0042 ~ x217 .O04Y
ALUM. ALLOY 3004-H36 f m ALUM. ALLOY 3004•H38
OR EQUAL m OR EQUAL
1k SEE NOTE BELOW u AL O EQUAL _T *SEE NOTE BELOW
2 X 8 1/2' RAFTER f,,\ c? DBL. 2 x 8 1/2" RAFTER 3 x 8" RAFTER
(PSF) (IN.) �z 90 MPH 100 MPH 110 MP L.L.= 'T' 90 MPH 100 MPH 110 MPH L,L,= 'T 90 MPH 100 MPH 110 MPH
) (
o EXP. B EXP.0 EXP. B EXP.0 EXP. B 001.0 (PSF) (IN.) °� � EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) es EXP. B EXP.0 EXP. 8 EXP.0 EXP. B EXP.0
024 16' 12'-2' 17-2' 12'-2- 11'-10- 11'-10' 11'-W 024 18' 1r r 1r3- tri- 18'-8" 16'-0• 18'-1• �2 16' 24'-8• 23'-5" 24'-0' 22'-8• 23'-5" 21'-10"
24' 9'-11- 9'-11" 9'-11' 9'-8' 9'-8' 9'3' 24" 14'-1' 14'-1' 14'-1' 13'-r 13'-r 13'2" 24' 20'-0' 19'-1' 19'-r 18'-0' 19'-1' 1r-10'
10
18' 18'3' 18'-3' 18'3' 15'-9- 16'-9" 16'-2- IS- 23'-0' 23'-0" 23'-0' 27-3' 225' 21'-0"
10 .032 10 .032 J14' -S*
24' 13-3" 13'-3' 13'3" 12'-10° 17-10- 12'5- 24' 18'-9" 18'-9' 18'-9' 18'-2' 18'-2' 17'-8'
042 16- 21'4• 21'-4' 21'-4" 20'-8" 20'-8' 19'-11' 042 16" 30'-2" 30'-2' 30'-2' 29'-3' 29'3- 2W-2- �2 18' 1r-9' 17'-9' it -9" 17--9- 1T-7'24' 1T -W 1r5"1r5•16'-10" 18'-10" 18'3" 24" 24'-r 24-r 24'-7' 23'-10' 23'-10' 23-0' 2 24' 14'-8' 14'-8' 14'-8" 14'-' 14'-4'
16' 9'4" W-4* 9'-4' 9'-4• 9'-4' 9'-2" 16" 13'-2' 13'-2'13'2" 13'-r 13'-2' 13'-0'
.024 .024 r-7" T-7" 7-r r -r T-6" 24" 10'-9' 10'-9" 10'-9' 10'-9' 10'-9' 10'-7"18' 175' 12'-5' 175• 12'-5- 12'5• 12'3' 18" 1r -r ir-r ir-r 1r-7- 17'-r 1r4' 16' 14'-r 14'-r 14'-r 14'-7' 14'-7°
20 .032 20 .032 .042
24' 10'-2" 10'-2- 10'-2" 10'-2- 10'-2' 10'-0' 24' 14'-4° 14'-4• 14'-4" 14'4" 14'4" 14'-2'30 24' 11-11' 11'-11• 11'-11" 11'-11' 11'-11' 11'-11•
18" 16'-4' 16'•4' 16'-4" 16'-4- 18'-4• 16'-1' 16" 23'-1" 23'-1"23'-1" 23'-1' 23'-1' 22'-9-
042 24" 13'--13'-4" 13'-4' IT -4" 13'-4' 13'-2" 042 24" 18'-10" 18'-10' 18'-10" 18'-10- 18=10' 18'-r - - - - - -
1e" - - - - - - 16", 1o'-10" 1o'-10' 10'-1o' 10-1o" 1o' -1o" 1o'-10"
024 .024 * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
24- - - - - - - 24" 8'-10" 8'-10" 8'-10' 8'-10" 8'-10' 8'-10' 32.O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
16' 10'3' 10'3" 10'3" 10'-3" 10'3" 10'3• 16' 14'-8" 14'-8" 14'4' 14'-8" 14'-8' 14'-0' 24' O.C. MAY BE USED AT 48.O.C. WHEN DOUBLED.
30 .032 30 .032
24" 8'4' 8'-4° 8'-4' 8'-4" 8'-4• 8'4" 24• 11'-10' 11'-10' 11'-10" 11'-10' 11'-10' 11'-10-
18' 13'-5' 13'5" 13'5" 13'-5" 13'-5" 13'-6' 16" 19'-0' 19'-0' 19'-0" 19'-0" 19'-0' 19'-0" PROJECTION SPAN
042 24° 11'-0" 11'-0" 11'-0" 11'-0" 11'-0° 11'-0" 042 24" 15'-8" 151-8' 16'-6" 15'-8' 15'-6" 16'-8• 011.
_T
RIBUTARY - TRIBUTARY -
WIDTH 112 SPAN • O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
h
I.C.C. E.S. EVALUATION
TRIBUTARY
WIDTH
TABLE
LIVE LOAD -
-CLEAR SPAN
(FT.)
REPORT NUMBER
DATE: 1/111!011
SCALE_NONE
COMMECI
RAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 8 30 pof
O.H.
6 7 8
9 10
11 12
13
1 14 15
18
17
1 18
19
20
1 21
0
3 4 4
5 5
6 B
7
7 8
8
9
9
10
10
11
1'
4 5 5
6. 6
7 7
8
8 9
9
10
10
11
11
12
2'
S 6 6
7 7
8 8
9
9 10
10
11
11
12
12
13
3•
_ 7 7
8 8
9 9
10
10 11
11
12
12
13
13
14
4'
- - -
9 9
10 10
11
11 12
12
13
13
14
14
15
5'
- - -
- _
11 11
12
12 13
13
14
14
15
15
18
RIBUTARY - TRIBUTARY -
WIDTH 112 SPAN • O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
h
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/111!011
SCALE_NONE
COMMECI
RAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 8 30 pof
C.
TRAMENNTO.
11918),152-7021
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
HORIZ. WIND -
90. 100& 110 MPH
288 ALLPI E AVE. SACUM
CA 95828
FAX 4011619 eetee®duralumeom
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT =10' MAX. HEIGHT C =10'
�-3^ �--�--2"–� � 3.00" SQ. � G =3•sax<=.1aa•
3.00"SQ. F
o #10 SMS 3.00" SQ. {� H =3•sQ.xh.2so•
03 24"O.C. �J1.0
SIDE I =3'SQ.xt=.313'
3. O )-4'SQ.xt=.188"
032 C
—' UilLDIOr 14"R , K =4•s .xt=.25o•
L0-32'LL
TYR .048"STEEL = t.
O5/8• PLASTIC PLUG 28" O OE 3.0' OR 4.0•
3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST SQUARE
WITH SIDE PLATES OD ALUM. ALLUY JUL 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H38 ALUM. ALLOY 30041-136 3 SQ. STEEL POST STM A500 GR b I ALUM. ALLOY 8083-T8 ASTM A500 GRADE B
ALUM. ALLOY 3.00" OR 2
6063-T8 %*— 2.40"_ —.1r
q 7/18,0 HOLE
1.375' FOR 3/8• MB e' 2 FLANGES
0 21/8" APART
w
0 ASTM GRADE 36 STEEL 1.125• 2.5'
INSTALL 1)' x 1 ' x • HDO
WASHER PLATE AT ANCHORS .75" .75" BASE FLARES
157' TO 3"WIDE EA.
1.60" T1'P SIDE OF FLANGES
Fn USE FO 3'
INSTALL 4'x15•x 6'HDG .090 TYP. PO O 5.50' �1-7H8'PIHOLE
WASHER PLATE AT ANCHORS 8 2.9/8' HOLES
POR 110 MPH 2- 5/18'0 HOLES TYP. EA SIDE
ALUM "T" BRACKET STEEL -r BRACKET 5
T
ALUM. ALLOY
6063-T8
"H" BRACKET
3
r— (4) -SDS 25412
3'x 8" ALUM. RAFT. BRACKET --"I
3" x 8" ALUM. HEADER
HEADER BRACKET ( 7
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
uvE Lpgp.
PATIO COVER SYSTEM AS MFO. BY:
REPORT NUMBER
DATE: 111112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
COLUMN 1
POST TYPES
10, 20 8 JO Daf
HORM WIND
DURALUM PRODUCTS, INC.
8289 ALPINE AVE., SACRAMENTO. CA 95820
ER-
REVISED BY:
RANCHO CUCAMONOA,CA (931)741-2107
90.1 6 110 MPH
(918) 452-7021 FAX 4011910 a atea®dumtum.""m
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004 H36 WALL FASTENERS p 2,740"
.08 SEE TABLE 300'
.010290 DOA
N co) � ( .583" .281"
ALUM.ALLO
6083-T6
.0 B
Tri'75-
WALL
FASTENERS
SEE TABLE
O
ROLLFORMED HANGER
R.F. OR EM. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X ORS
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROD.
Y
O
EXTRUDED HANGER CHANNEL
SEE TABLE
ING ANGLE
I-- EXIST. EAVES, RAFTER
EXISTING EA
OVERHANG
(24' MAX)
EXISTING EAVE CONNECTION
014 SMS 0 PANEL
LOCKS OR 08 SMS
AT EA. CONTACT
T-.OSO" —
WALL FASTENERS
SEE TABLE
1, EXIST. RAFTER
coNTINUOUS A. RAIL
WIND
ROOF PANEL
(WHEREOCCURB)
OVERHANG(L)
LL=10 LL -20 LL -30 LL -10 LL 20 LL=30 LL=10 LL=20 LL=30
ALUM.ALLOY
6063-T8
APPROVED 3' OR 4'
ALUM.ALLOY INSUL ROOF PANEL
014 SMS 0 EA. CONTACT
A B B C D D E E F
8063-76
WALL CONNECTION
O
I.R. HANGER O
1
1, EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOUD;GROUTED
DESIGN 16" O.C. CELL AT FASTENER) OR CONC.
OVERHANG(L)
LL=10 LL -20 LL -30 LL -10 LL 20 LL=30 LL=10 LL=20 LL=30
90
A B B C D D E E F
100
A B B C D D E E F
110
A B B C D D E E F
18'-8"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
Z -O" 14'-0' 12'-8'
A--SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX
gQ
W
B-SOS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
C-SDS25412 AT EACH STUD, 18' O.C. MAX
6WZ
D318"0 x 4' LAG SCREW AT EACH STUD
'E=WB"O 1 18'
LIN
x 1/8" AT O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'FcW8'0 It 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24' O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
1, EXIST. RAFTER
2 EACH 1/4'0 x 3.1/2' LAG SCREWS L.L.=10 psf
2 EACH 7/16'0 x 3-1/2' LAG SCREWS L.L.a20 AND 30 psf
(S}# 4x3
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG(L)
LL -10
LL=20
LL=30
2" x 4'
FULL OR
2'x8'1'-6'
NOTCHED
16" O.C.
1'-6"
181-8"
18'-8"
14'-2"
Z -O" 14'-0' 12'-8'
9'- "
24" O.C.
12'5' 111-8"
8'-10"
2'-W 914" 7'4"
5'-7'
2"x FULL OR
2'x8" NOTCHED
24' O.C.
2'-0'
19'-11'
19'-4'
14'-8"
2"XW FULL OR
2"x10' NOTCHED
24' O.C.
2'-0"
31'-11"
31'-11'
25-0"
NOTE: 2x8 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16' O.C.)
DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL=20ps1
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10# L.L=(2)t#14 SMS EA. SIDE
20#/30#L.L.-(2)014 SMS EA. SIDE
U -BRACKET
` /4" OR 1 10— --
T
2"x 6 1/7 OR
5- MIN. 3' x 8' ALUM.
RAFTER
3/4' OR 1 1/2"
EXISTING WOOD STUD FRAMING
1
�OFCA �
3/18'
6• 0 STEEL
0 114'0 HOLES,TYP.
0
0
1 1/4'
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
CAUCK JOIN1r8 AND SLOPE
r TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
-L-8 LEDGER
2 EACH 1/4'0 x 3.1/2' LAG SCREWS L.L.=10 psf
2 EACH 7/16'0 x 3-1/2' LAG SCREWS L.L.a20 AND 30 psf
(S}# 4x3
14'(2'
MIN. PENETRATION INTO
REXISTING
WOOD STUD)
!Rt
NOTE: USE LEDGER WHERE RAFTER SPACING
DATE' 1/718011
EXCEEDS EXISTING STUD SPACING
TE:BRACKET
SEE ®FOR ATTACHMENT NOTE: PLACE'SIKA FLEX'OR SIMILA
MATERIAL BETWEEN BRACKET
MAY BE MOUNTED
AND COMP.
BELOW RAFTER W1
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTIONS.
WALL CONNECTION 3O0 BRACKET CONNECTION
I.C.C. E.B. EVALUATION
DRAWN BY: E.N.
' TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIVE LDAD'
P 10 COVER SYSTEM AS G.
REPORT NUMBER-
DATE' 1/718011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10.20 8 3D pe
DURALUM PRODUCTS, INC.
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (981) 741-2107
ATTACHMENTS
80, RIL 8 1 0 MPH
8269 ALPINE AVE., SACRAMENTO, CA 96628'
(918)452-7021 FAX 4011678 edea®dYraWrtlmm
SHEET 9 OF 33
COLUMN
/ POST
TYPES & SURFACE
MOUNT AND
EMBEDMENT DETAILS
12•
20"
21' SQ.
ALUM.TBRACKETUSE WITH
22•
'
18'
24'
'f' BRACKET
20'
I POST TYPE B.CA, OR E
32" SO.
STEEL POST ONLY:
28'
35" SO.
@ 3 -SQ. POST W/
30'
STEEL.'rBRACKET USE WITH
POST TYPE B.C,O E F,O H J OR K
28"
USE POST TYPE
F. O; H, J OR K
(3}�AI'0 BOLTS
FOR POST TYPE J _
30"
(2"12 SMS EA
4T SQ.
32"
36"
51' SQ.
34'
38'
7SO. POST SIDE OF POST OR
r 60. POST
usE .t R}ACKELTT:
SO-SO.
39'
42'
84' SQ.
114• M.B. THROUGH
44'
KWIICBOLTs oa EQUAL
43"
L
4
POST
RACKEr.
sTE�(L2�=-O
112 DEPTH OF I
(}
F201iAALLBOLTSOTHE1•
18"INSERT
NOTES
USE HILT KWIK
FOOTING OR I
x.188•
(2}1/4'0 POWERS WEDGE-
BEE BELOW
BOLEQUAL
12'MIN. EMBD. 1
;CONDITIONS 418•
ASTM A36
BOLTS+ OR EQUAL, EACH
2irDMENTDEPTH
y
STEEL
BRACKe TO SLAB.
FOR KWIK BOLTS)
:�: I I
T.O.C.
MINIMUM DISTANCE TO
1 ''`
c�
1
EDGE OF SLAB = 4' OR
TO CRACK = 10'
G
��
ASTM A572 STEEL
(1 W MIN. EMBEDMENT)
i
..: •
w ow
DE TH
a r
(1}I/rOM.B, i" .�� :.. :;
i
3118•
t • ,� SLAB SHALL BE IN
1 / '
° POURED CONCRETE
x6 -LONG. 1' �� �L� ;• �:
FROM END
rn
GOOD CONDITION
FOOTING SEE NOT
OF POST S �� .
(STL)
FOR
�
9
OR FOLIATED
3 1/2' MIN.
OO
POURED
SQUARE 3 FTA.
OR 4• SO POST STL.)
B�F� EN
QUA
CONCRETE
N
SCHEDULE IN BEAM
INSERT
IN BEAM SPAN TABLE
FOOTING
SPAN TABLE
]
7
SQUARE POST EMBED.
PL.518'THK. oO
EXISTING SLAB
- -
3' SQ.
POSTS TO CONC. FOOTING 8
INTO FOOTING 9
11n• B•
11rz•
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SO. 18- DEEP
' CUBE FTO.
18•
is - so.
12•
20"
21' SQ.
12"
22•
25" SO.
18'
24'
28" SO.
20'
26'
32" SO.
23"
28'
35" SO.
25"
30'
39" SO.
28"
32'
43" SO.
30"
U.
4T SQ.
32"
36"
51' SQ.
34'
38'
55' SQ.
37"
40'
SO-SO.
39'
42'
84' SQ.
41"
44'
89' SQ.
43"
• CUBE FOOTING W/ 4• SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
BOLTS
EMBED.
23.6 24• CUBE
(2)-1n•0
3 1/4•
25•-30'CUBE
(4)-Irz•0
3114•
31' - 34' CUBE
(4"WO
4'
35'- 39' CUBE
(4)31410
4 314•
40'-42"CUBE
(4)3140
43/4'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC.. ESR •1917 OR EQUAL
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
WANSERT, MAG BEAM. 4' OR
7• I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE,
2•XX"X674•AT
STEEL T BRACKET,
3. POST TYPE F
DO NOT USE STEEL T
B n XET wrr IJ3 AM
WELDED STEEL BASE PLATE (10)l
BASE PLATE SCHEDULE
PLATE SIZE I MAYBE USED WITH POST TYPE. SEE SHT. 9
B'SO.x6/B' I B,C,D,F,G,&H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4} 314.0 HILT] KWIK BOLT TZ STAINLESS
9"x9' x sw STEEL PER I.C.C. ESR -19170R EQUAL
(4 314' EMBEDMENT DEPTH)
I.C.C. E.S. EVALUATION
ORAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD.
PATiO COVER SYS rEM AS MFG. BY:
REPORT NUMBER
DATE:1111=1
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 d 30 p4f
DURALUM PRODUCTS, INC.
i(OlO)452-7021
ER-
REVISED BY:
RANCHO CUCAMONOA, CA (861) 741-2107
AND EMBEDMENT
NORM WIND "
80,100 8110 MPH
8289 ALPINE AVE., SACRAMENTO, CA is
FAX 403.1619 4elesAdurelum.00m
SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
1 5 " .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE SPLICE WHERE �1,0
OCCURS SPLICE WHERE OCCURS
1.79" OCCURS
.-- 4.8' 075
(6__. 2.57" 4.6• iVP. 14nR
TYP.
2.19" � X04' 055
2.04• T1'P
2.08" o 28"
rt 41100W3
2.r ASTM A853 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY O
FASCIA -ALUM. ALUM. ALLOY 8083-T6 6063-T8 . E
ALLOY 3004-H36 O 8083-T8 „ B O O
6.5 ROLLFORMED 4.5 GUTTER gg/ G. GUTTER MAG BEAM 3" SQ. STEEL BEAM
Q .CAA F -
4°IT
3.0"
I— 3" 1 i < T 2' I� e s I_ AX. �I 2" Imo- e.c• � 1
0.37948 I I
31 I11
SPLICE - '042'
SPLICE
WHEROCCUURS 4' - O�CCUUR9 (v i Qe .0 2• 8.0"
.070 I .042" 032'��Lt
ALUM.
8 83 TROY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL J ALUM. ALLOY 3004-H38 OR EQUAL J ALUM. LLOY EQ300044436
F 6053-TeK
4" 1 -BEAM O 7" I_BEAM O 2 x:6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O
3- .26*. ". 1
LiMAX. 3" MAX. 3" 8• l 5" -
__T, .375"
—� .042" .042" -.0 .04 " T • 14 GA
7.8 5" ASTM AM GRADE 50 T • 0.125
8• 8.858° ALUM. ALLOY e0e3Te
I L
__T
ALUM. ALLOY 3004-IIs8 ALUM. ALLOY 30044428
OR EQUAL ' OR EQUALS' .375"
ALUM. ALLOY 3004•H38 L �'1 2.875 -
OR
1.75"�
OR EQUAL O, -
OM DBL. 3 x 8 BEAM ON 3 x 8 BEAM, OO 7" I -BEAM "C" OP
3 x,8 BEAM W/ STL. INSERT DBL. 3 x-8 BEAM W/ DBL. 3 x 8 STL. INSERT ' r STEEL INSERT 3 SPLICE / INSERT
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
DATE: UIW2011
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
10,20690 pe!
C S G.
OURALUM PRODUCTS, INC.
-
REPORT NUMBER
SCA
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
BEAM TYPES
NO
8289 ALPINE AVE., SACRAMENTO, CA 08828
ER-
gED BYE
RANCHO CUCAMONGA. CA (081) 741.2107
80,ORI 8 1V10 MPH
(010) 452.7021 FAX 4031819 Galea®dumtum.00m
SHEET 11 OF 33
I
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT I
9" 1, 24' ((dd��
�— ( VALLEY, Y
(8 704 .S. II 1112 S.M.S. II
TYP. THICKNESS =.035' (24 TOT TYP. THICKNEr = .035' IE r==—
II 8. B'
II
t t t tt t t + t +i- I
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED E—__)
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE
SPLICES - ROLLFORMED &EXTRUDED FASCIAS AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY SO. POST,CONNECTWEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C SPLICE ONE SIDE OF WEB MAY BE USED. (8081-T8) ALTERNATE I TO POST W/(2}1/Y0
( ) $TL, C -BEAM THRU-BOLTS
7-1 TOTAL- (8)-112'0 BOLTS
1, QROFESS/pN SO. POST
° O 0rQ� ePs C'9iL1r.9�� BEAM TO POST CONN.
SPLICE WHERE
OCCURS
TYP O O
ALUM.ALLOY
6053-T8
4"I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
occu
ALUM. ALLOY
6063 -TB
7" I -BEAM
MOMENTCSPUCE
111 �,A
TEK SCREWS @ B'
STAGGER IN
FLANGE
ROOF PANEL _
4'x3' ALUM. ':' BM. OR
7'x4- ALUM, -I- BM. -
(4)-114'0 M.B. BEAM
TO BRACKET
2- 318'0 M.B. THRU STL.'r
BRACKET TO POST.
POST, SEE SCHEDULE -/ —I
ALTERNATE BEAM TO POST CONN.
I.C.C. E.B. EVALUATION
DRAWN BY: E.N.LIVE
TOM CAMPBELL B ASSOCIATES, INC.
LOAD •
PATI COVE SYSTEM AS MFO. BY:
REPORT NUMBER
DATE: 1/11Q011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 a 30 p■1
DURALUM PRODUCTS, INC.
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (831) 741.2107
HORQ. WIND
80, 100 8 110 MPH
8288 ALPINE AVE. SACRAMENTO, CA88828
(818) 482-7021 FAX 403.1818 edee®dwalum.eom
SHEET 12 OF 33
BEAM TO POST CONNECTION DETAILS
3" x 8" x .042" BEAM,
3" SO. STEEL OR
MAG BEAM.
' 2-014 x 12• S.M.S. EACH SIDE OF 3• 10
-
' 80. POST.(4•TOTAL) -
ALTERNAM: 114'0 BOLT Wl WASHER -
EA SIDE OF 3• SO. POST
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING - 314'
FASTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
#14 x Irr S.M.S. TOP AT OVERHANG
6 - & BOTT. (2) -TOT. __
1 0'
0�
.76 1 L600
— (4) 14 SDS Q EA. SIDE ROOF PANEL 0 0 v GROUP ER 8112•
2.35' 3' 80. POST . ,
TOP & BOTT. TOT.=16 i ROLLFORMED OR 00
EXTRUDED GUTTER
ALUM. BRACKET X
.. #14 S.M.S. 012.O.C.
2-014 x 1/2' B.M.S. EACH SIDE OF 3• ° - FASCIA
S0.P08T(4•TOTAL) - - -
ALTERNATE 1k'0 BOLT WI WASHER 2- 1' - •L• SEE TABLE
-� EA SIDE OF 3' 60. POST s B 1n'xrXO24 -
` 3" X 3" ALUM. OR RAFTER
STEEL POST 15
3.00' TSO. POST
RAFTER "TAIL" TO GUTTER
GUTTERMAG FASCIA
3•sG POST QQ�\ c/Q/y1pi �.
3'SO. STL. BEAM } 13 H - BRACKET TO POST,
�'Z 3.125" FOR 3 X RAFTER .
ALUM. ALLOY 3105-H25 > -
PT1
. ;
_
1.50"313 � 1
.26' 1.50" (\�, Q� 1 112 t = .040" 8083-T6
2" 2" . q EOF
. � 11n•sa., 2• so.. )
.018° OR 2'33• LATTICE
... �'••) #Sx2'SMS,21n' ®3'O.C.MIN. � .
OR 3 1n', TYP. UP TO 8"O.C. MAX. (4) - #14 x 314" TEK SCREWS
p P BRACKET TO RAFTER `
1 1/2" SQ. OR 2" LATTICE TUBE O 1n• MIN.
ALUM. ALLOY 3105-1-125 RAR JL .
c.,
a .
—� .750 T
r (4) - #14 x 3/4"TEK SCREWS OR (6) #10 x 3/4" TEK SCREWSI
" 17 BRACKET TO BEAM 18
R
2"x3 LATTICE TUBE. LATTICE TUBE TO RAFTER U" BRACKET - RAFTER TO BEAM
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. B
:- s
REPORT NUMBER
DATE: t111/!ON
COMMERCIAL AND RE8IDENTULL STRUCTURAL ENOINEERINO
BEAM TO POST
10, 20 6 30 pat
DURALUM PRODUCTS, INC.
-
ER-
SCALE: NONE
ATTACHMENT
HORIL WIND "
8288 ALPINE AVE., SACRAMENTO, CA 86626
REVISED BY: L
RANCHO CUCAMONGA. CA (951) 741.2107
90, 100 & 110 MPH
(016)452.7021 FAX4MI619 salas®durahx".eom
SHEET 13 OF 33
I
DOUBLE RAFTER CONNECTION DETAILS BEAM - TO POST CONNECTION
. _)BEAM SPLICE TO
1 1/2' OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DDLOAUNB2 RAFTER -
BOLT CONNECTIO
ALTERNATE:
4414 S.M.S. EAC
RAFTER TO COL.
CONNECT. (B -TOT
I ])o 4A-0*8'
3"x 3"STL.POST (24')0 � ALTERNATE:
OR
INSERT ATTACHED (2}2x8.5' OR
3'x 3"STL.POST COLUMN (2) 3"x8"HEADI
FOR FREESTANDING
(2}1/2'13OLT
2'x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
1•
6
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
iEWS I @ 2 -POST UNITS SrRFw IC wc1nG
IDE I I
-enZ 3.5'
m 3.5"
F1 OR ❑2
6414 SMS
EACH SIDE
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
#14 SMS MAY
BE USE AS
ALTERNATE TO
1/4"0 BOLTS
8" BEAM
6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHEC
POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 21
POST SCHEDULE
1❑
3" SQ. x .032" + (2}2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 61/2" x .032"
W/ (8)-#14 S.M.S. EACH SIDE. a W/ (8}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2" EXISTING
SHEATHING
2'x6" LEDGER
2"x6.5" OR 3"x8" RAFTER ti (NEW OR EXIST.)
ALTERNATE: 1/2* BOLT
ALTERNATE: 1, (2) SOS26412
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2)-3"x8' HEADER o EXISTING
ALTERNATE: 1' STUCCO OR EQUAL
3"x3'xO.024" (1) - 1/2' BOLT OR 2.5' PENE. INTO EACH WOOD STUD
CONNECTOR (2} #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22
DBL. 3"X8'X.042 BEAM
OR DBL. 2'X6.5"X.032' BEAM
5/8" 0 ACCESS HOLES
INSTALL 6 - #14 X %-
3" SO. POST LONG SDS ® EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
E.B. EVALUATON
DRAWN BY: E.N.LIVE
TOM CAMPBELL 8 ASSOCIATES, INC.
LOAD"
PATIO COVERSYSTEM AS MFG. BY.
REP
REPORT NUMBER
DATE:: NONE
SCALE: NONE
COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING10,
20 & 30 PSI
DURALUM
ACRRAMENTO,
1(916)452-7021
ER.
REVIBEDBY:
RANCHO CUCAMONCiA, CA (951) 741.2107
CONECCT ON8
NO00 10
80,1006 ttOMPli
82099 ALPINE AVE, CA 95828
FAX4D.T•1519 setas®Oumiumoom
SHEET 14 OF 33
10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
I* 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 8' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. ES. EVALUATION
DRAWN BY: EN.ATTICE
DATE:11t1/201t
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT 1 DBL. 3"x8" BEAM
POST SPACING TABLE
LNE LOAD •
to, 20830 Pet
PATI COVER SYSTE AS MFG. B :
DURALUMPRODUCTS, INC.
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
gi
5o
MAX.COL
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST MAX.POST MAX.POST MAX.POST
9
O
8289 ALPINE AVE., SACRAMENTO, CA 85828
1(916)462-7021
ON SLABS
SPACING SPACING
SPACING �G MIN FTG. SPACING FTG_ MIN FTG. FOR DBL FOR 3' It S- FTG. MIN. FTGOST.' SPACING �G MIN. FTG. SPACING FTG. MIN. FTG. MIN.
(SPAN) (SPAN) (��) (SPAN) POST
m
RANCHO CUCAMONGA, CA (851 741.2107
)
10 0 L.L. 100 MPH
((N) TY E (IN•) (IN,) TYPE (IN.) 2'k8.59L03Y BEAM (IN.) -TYPE (0V.) (IN.) TOPE (IN.) (IN.) TY E (IN') TYPE
FAX 4011518 salsa®durelum.eom
4'
17'-0'
12' 0"
30
G
1314 19-718.-8"
31
G
1517 ,3''411'-0' 13'-10'3._1.
30
G
1718 25'
G
1618 36'-0"34'-0"
37
G
1820 B
4,
-8"
24'.0..33,
.:
`- ,
13'-7
11'-2"
31
G
13 1 T-6"
31
G
15 11-11 12'-5"
31
G
17 22'-9"
32
G
17 32'-2"
35
G
19 B
,
5
5
10'-9"
15 16'-6"
17 9'-10^ 11'-8^
18 21'-6"
19 30'-5"
21 E
10'-6"
33
G
14 16'-0"
33
G
16 10'-10" 11'-4"
33
G
18 20'-9"
33
G
17 29'-4"
35
G
19 B
,
6
6'
11'-4•
10'-1 °
15 15'-1"
P 18 9'-0" 10.-8"
19 19'-7"
1 s 27'-s"
22 E
9 -11ll
34
G
1416 14'-104,_0°
34
G
1618 10'-1 ° 10'-8"9
34
G
t 819 19'3
34
G
1 20 2T 25'-8"
34
G
20 B
7,
7'
9'-8"
9,_7"
8,-4° -11 ^
8'-2"
2 E
8'
8'-6"
9-0
35
G
15 13'-1 ",
35
G
17 9'-5" 9'-9"
35
G
19 18'-0"
35
G
18 25'-5"
35
G
20 B
8,
9 -2
17 13 4 "
19 7 -9 9'-3 "
"
20 17'-0"
20 24 -0"
23 E
9'
7'-7"
9'-2"
37
G
15 13'-1"
37
G
17 8'-10" 9'-3"
37
G
19 17'-0"
37
G
18 24'-0"
37
G
21 E
9'
8'-10 "
17 12'-4"
19 7'-4° 8'-9"
20 16'-0"
21 22'-8°
23 F
10'
6'-9"
8'-10"
38
G
15 12'-5"
38
G
17 8'-5" 8'-9"
36
G
19 . 16'-1"
38
G
19 22'-9" ,
38
G
21 E
10'
8'-6 "
17 11'-8
19 7 -0" 8'-3"
21 15'-2
21 21-8
24 F
11'
6'-2"
8'-7"e,-1°
39
H
1618 11' 11t'-2•
39
H
1720 8'-0" 8'-4"7'-11°
39
H
2 21 15-14,-8.
39
�'i
1 21'
39
H
2124 E
8'-B°
21 20,-0.
8'-3"
39
H
16 11'-4"
39
H
18 7'-8" 8'-0°
39
H
20 -8
39
H
19 20'-9°
39
H
22 E
,
12
12'
6-8"
7,_9"
18 10'-8•
20 8'�" T-7"
21 3'-10"
2 19'-7"
22j__
24 F
13'
S'-2"
7'-11�,
40
�..�
1618 10'-110'-3"
40
H
1820 7'-5" 7'-8"
40
H
2 22 14-1,3'-4°
40
H
2022 191-1
40
H
22 E
13'
e"
6'-1" 7'-3"
8'_10"
25 F
7� 7°7,_2°
41
H
1618 10'-09'-11.
41
H
7, ° 7�-5"
1
41
H
2 13
41
H
2
X18'-2^
41
H
2 E
14'
20 5'-11" 7'-0"
2 2'-10°
22
25 F
7 -as'
42
H
1719 10'-t°9._e"
42
H
1 Zi 6�-0° 7'-2"
42
H
2 13'
42
H
2 8,
42
H
2 E
-11"
5,-8" e'-9"
22 12,_5"
22 17,-0°
25
I* 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 8' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. ES. EVALUATION
DRAWN BY: EN.ATTICE
DATE:11t1/201t
TOM CAMPBELL & ASSOCASSOCIATES, INC.
POST SPACING TABLE
LNE LOAD •
to, 20830 Pet
PATI COVER SYSTE AS MFG. B :
DURALUMPRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
WIND
I
8289 ALPINE AVE., SACRAMENTO, CA 85828
1(916)462-7021
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (851 741.2107
)
10 0 L.L. 100 MPH
Bp0 U MPH
FAX 4011518 salsa®durelum.eom
SHEET 27 OF 33
1 10# LL. 110 MPH FREESTANn_A ATTAr.HFn nPFN I ATTJr_F PATin.q 174 nR i I=-Qc ;=YD a ti- 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 B" 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.
LC.C. E.S. EVALUATION
DRAWN BYE.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
LATTICE
POST SPACING TABLE
LIVE LOAD ^
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
REPORT NUMBER
o
MAX.COL.
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST MAX.POST
5
°0
SPACING
ON SLAB ♦
MAX POST
SPACING SPACING SPACING SPACING SPACING
(SPAN) FTG. N FTG FTG. MIN.POST FTG. FOR DBL FOR 3- x B" FTG • FTG' FTG• MIN. FTG. SPACING FTG MIN. FTG. MIN.
(SPAN)
m
RANCHO CUCAMONGA, CA (950) 741-2107
AND ATTACHED
10 b L.L. 110 MPH
PMIN OST (SPAN)
(IN_) POST (IN) (IN.) (IN.) 2 -x6.5 -x.032" BEAM (IN.) (�.) (M•) POSTTYPE (IN.) (SPAN) (IN.) ON.)
8288 ALPINE AVE.. SACRAMENTO. CA 85828
(818) 462.7021 FAX 403.1519 Bele-Odurelum.eom
SHEET 2B OF 33
TPOST
TYPE TYPE TYPE TYPE YPE
4
17'-0"
11'-9"
30
G
13 19'-1"
30
H
16 12'-1" 13'-6"
30
H
17 24'-1 "
33
H
17 35'-1°
38
H
19
B
4'
11'-3"
, 5 7'-10"
18 9'-10" 12'-7"
18 23'-2"
19 32'-9°
22
5'
13'-7"
10'-11'
31
G
14 17' -1 "
31
H
18 10'-10 12'-1 °
31
H
18 22'-2"
32
H
18 31'-4°
35
H
20 B
1 0 -5 "
18 15'-11 °
18 8 -10" 11'-3 "
19 20'-8 "
20 29'-3"
22 E
5-
6'
11'-4"
10'-4"9'-10„
33
G
1517 15' 714'-6•
33
H
1719 9'-10" 11' 0"10'-3"
33
i'i
1 2018'-11
33
1 21 28!-8"6'-9"
34
H
2123
8,-1 ^
20 ^
H
–"E
6,
T
9-8"
9'-9"
34
G
15 14'-5"
H
17 9'-2" 10',2"
34
H
19 18'-9"
34
H
19 26'-6"
34
H
21 B
,
7
9,�°
17 13'-5"
19 7'-5° 9.
20 i7'-6"
21 24'-9"
24 E
8'
8'-6"
914"
-41 ^
35
(�
1618 13'-612.-T"
35
H
1 8 -7" 9'-6-
-6"
35
}i
1 1 T-eg.�"
35
H
1 22 24 23'-2"
35
H
2 24 B
8,
20 i -o° 8'-11 ^
21
E
9
7 -7 °
9'-0"
37
G
16 12'-9°
37
H
18 8'-1' 9'-0"
37
H
20 16'-6'
37
H
20 23'-5°
37
H
22 E
9
8'-7'
1 B 11'-10"
20 6'-7" 8'-5"
21 15'-5"
22 1'-10"
25 F
10'
s'-9"
6'-a"e,-2^
38
G
1618 t2-111,-3"
38
H
1820 F. e'er"
38
H
20 15'-64._6„
38
H120,
22
38
H
2225 E
10,
s'-3" 8'-0"
1
2 20'-6^
F
11'
6'-2"
e -4r-10^
39
H
117L— 11'-610,-9°
39
H
t 7 -3" 6'-2"
39
H
2022 14
39
Fj
2023 21' 19'-9°
39
H
2 25 E
11'
19
21 5'-11 ^ 7, �..
3'-11"
F
12'
5'-8"
8'-0"
39
17 11'-0"
39
H
19 7'-0° 7-9"
39
H
21 1 -4
39
H
21 20'-3"
39
�"�
23 E
7'-0"
19 10'-3'
21 5'-8" T-3'
22 13' 4"
23 8'-11 °
26 F
12
13'
5'-2"
40
H
1719 10'-7
40
1 21 6'-6° 7'-6°
40
2122 13'
2'-10„
40
J
2123 1 g
40
2 26 E
s' -1o"
5'�° r-0"
,
18,-2^
F
13'
14'
4'-10"
k7'-2
41
H
17ta 10'-2"9.-s^
41
1 6-5" rte°
41
j
2t23 13'3
41
2124 8-9.
41
2x26 E
22 5.�° s•_9"
2'-4°
-6.
F
14,
15'
4'-6"
42
H
1819 9'-10"9,-2"
42
2022 6'-3" T -o"
42
2123 12'-10:11.,
42
2124 18'-l"
41—j1-2427
E
15,
5 -1 " a -e^
6.-11"
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 B" 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.
LC.C. E.S. EVALUATION
DRAWN BYE.N.
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD ^
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: Ill 112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10.20 & 30 Pd
DURALUM PRODUCTS, INC.
ER
REVISED BY:
RANCHO CUCAMONGA, CA (950) 741-2107
AND ATTACHED
10 b L.L. 110 MPH
HORIL WIND
80. 100 & 110 MPH
8288 ALPINE AVE.. SACRAMENTO. CA 85828
(818) 462.7021 FAX 403.1519 Bele-Odurelum.eom
SHEET 2B OF 33