PAT (11-0182)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
Applicant:
11=00000182��
K
52681 AVENIDA MENDOZA
773-302-020-7 -000000-
PATIO COVER - RESIDENTIAL
COVE RESIDENTIAL
1862
T-ityl 4 4 Q"
Architect or Engineer:
01A
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 [commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Clas . License No.: 770843
Date: ntractor:
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 _ I 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.).
( I I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address: N
LQPERMIT
�(al— � $.53—SSI'�'S'd/
I
Owner:
CITY OF LA QUINTA
78495 CALLE TAMPICO
LA QUINTA; CA 92253
Contractor:
LIFETIME PATIOS
PO -BOX 5806
LA QUINTA, CA 92248
(760)777-2650
Lic. No.: 770843
VOICE (760) 777-7012-
FAX
77-7012FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/18/11
D °
MAR
0 3 2011
CRYOFQ
UINTfi
FINANCE DEPT.
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
yyissued.
tV 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 SOUTHERN INS Policy Number WS10040134-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
700 of a Labor Code, I shall forthwith comply with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 780 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 a d county ordinances and state laws relating to building construction, and hereby authorize representatives
of is county to mer u the above-mentioned property for inspection purposes.
Date: Signature (Applicant or Ag 1:
Application Number . . . 11-00000182
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 43.00 Plan Check Fee 27.95
Issue Date . . . . Valuation . . . . 1862
Expiration Date 8/17/11
Qty Unit Charge Per Extension
BASE FEE 15.00
14.00 2.0000 HND BLDG 501-2,000 28.00
-----------------------------------------------------------------------------
Special Notes and Comments
INSTALL 140 S.F. WEATHERWOOD LATTICE
SHADE STRUCTURE AT REAR OF RESIDENCE.
2010 CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00
STRONG MOTION (SMI) - RES .50
Fee summary Charged Paid Credited Due
Permit Fee Total 43.00 .00 .00 43.00
Plan Check Total 27.95 .00 .00. 27.95
Other Fee Total 1.50 .00 .00 1.50
Grand Total 72.45 .00 .00 72.45
LQPERAIIT
Feb 16 11 11:25a Joanne Tunstead
7603451922 p.1
LIFETIME �^ w HOME IMPROVEMENT CONTRACT
�-PATIOS
License No. B-770643
. o r .nuc . , s : Job No.110200
General Building Contractor
PO Box 5806
Shedd buyer wish to acncise Drink 3oay P* to Cancel. Ihe'Nodw of may be set to this address:
La Quints, CA 92248
(760) 772-0013- (800) 739.7072
ity Of La Quints 76495 Calle Tampico
Fax (7601345-1922
92253
760 177 7000
1152681 Avenida Mendoza ILa./Qa t. 192253 (Same V I2/15/11
M die Onner(s) ofthe premises described alive adiorke thfetme pairs, hereinafter refined to as-CardradoP, to fumsh at materials and tabu necessary
to the abode pante in a goad watrrari8reand PAstarib manner alLerdlg to the fdtrwig tens, spe ditalionss and pnoyitiaa:
a 015a1e1ion 01 One Prokd and Desoripdon atthe Significant Materials to be Used and Eauipmardta be I slanod
To fumish laborand materials neoessary to construct, perplans and manufacturees specifications, approximately 140Sq.Ft.
(10' x 14) of Weatherwood Open Lattice Shade Structure per homeowner -approved design. Structure tobeinstaffed
attached W Fascia.
Materials: As listed below. Selected Color. Sandahwood
2' x 2" Latk* w/twoinch spacing and beveled end caps.
3'x 8'Headerlleamw/ FlatEndCaps.
2'x 6.5" Rafters w/ Flat End Caps.
3k 3"x 8' Posts w/Foam filled Side Platesw/ Flat End Caps
Warranties: Lifetime Limited Factory Warranty provided. Two (2)yearlimitedwofWnanshipwanantyprovided.
CostofCity b0ldingpennits notlnduded.
0. Description dam anis thetwin NOT be waked on�
TMse dexriptiorq (peragraplt eared b) and tint dspedfiaBmn maybe condmued on subsequent pages tsee page number belrw).
eColbaitPeke:Co nftPmposestopxdwmthe aWA%at(Wb Glaryadd'iknsartkrda0.rciorsposLemblautameddmgoorders),:brthe-.
TOW sun ofi 1120.00 Down Payment(i(ay)6 00.00 TME DOWN PAYMENT MAY NOT EXCEED
$1,000 OR 10 PERCENT OF THE CONTRA
d Xcieclnle of Pmaress LPRICF, WHICHEVER IS LESS.
PA Y*EN lRt PAYhEWMMSEWMN$WAUAIM AS EOILCMe
I.' Oapra(aceroact500 .. ..0000 By cash. check ft Mad.=md, and AmerianExPretis,asdmorbedunder
2. UponCorroeim.....-.--------_ 1120A0 mentDeWhaft>the lell(a3%romaniaceWwibe
3. ...- 'Pa added to ail aedlcard paymeit)
4.
The schedule of progress payments must specifically describe each phase of work, including the type and amount of work or
services scheduled to be supplied in each phase, along with the amount of each proposed progress payment R IS AGAINST
THE LAW FOR A CONTRACTOR TO COLLECT PAYMENT FOR WORK NOT YET COMPLETED, OR FOR MATERIALS NOT YET
DELIVERED. HOWEVER, A CONTRACTOR MAY REQUIRE A DOWNPAYMENT.
Moura^^ ,• •ace rwiusrwm ori was Brea mean am ore My. WNM a mal ena6 eco Ne Verneses a he
prdernance d anytaba and sAal ba samjedto cry pensisstledehm as per prwsion(5) on tre errerseWe.
Approximate Start Date: ASAP Apprmdoaate Camp abaopatec ASAP
I. Lsto(DoeanmhtobebogmorwWk otheCo*art CAHam I pamnatNoUcasFom,2-NadoidCahoebtionFoorsard.._.
9. AltdgitnalPfovislas and Ndlces: Addibnal Pr0amm and Notices Of This RoposallContrad Are On The RmrseSdeAnd May Be Coninued On Subsequerd
?ages (a- Pax nrsba � A nolice canter ng ware ial p eral Imiy:eiri nce 6 ataded to On connect A notice paxsnig waters' compensation
utsurahce is attached to this contract. Read'ArNmtion of Otrpute pnw'sim on Page ww (2), person 12 and to NOTICE WMng tis prvison. If you agree b
arbitration. initial onIna-iebelowthe NOTICE athaeindicated. Also,iitialmmesameplaceonEACH offtoontad.
h Acceptarra: This proposa9amtrad Is appy w and amepee. I (we) understand there are no sal agreements or u cervandgs oaween the parties of th's
agearert_Thewdtanlens,proAerars.pbrsGary),specifcaiasandaryttherocaracidomments(dory)in luded rithbisproposellmrtrad'stheentireaperrent
behreen the parties. Charges in he agreememshalbe done bywdEandarge order "and with theeapess appmvaldbolh pates prior to to commerxenentolany
kft chEry order. CIO
gelrreyhouradifiasal
ig
�rJ j4
NOTE: This proposal may be withdawn after 20 trays from if
not appron- and aigned by bond patios .
TT Date The Buyer signed This Contract is:
You are entitled to a completely filled in copy of this agreement, signed by both you and the contractor, before any work
may be started. The Owner or Tarrant has the right to require the Contractor to have a performance and payment bond. The
cost of this bond may be paid by the Owner. The taw requires that the contractor give you a notice explaining your right to
cancel. Initial the checkbox if the contractor has given you a Notice of the Three -Day Right to Cancel
Bann GC3-C Cop,Adgtn ®1996-M ACT Contractors Forms (800) 8315656—,cAhm.mn papered 2 Teta) Pages
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
January 3, 2011
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed with solid roof
panels or lattice purlins, as cited in the attached standard plans identified as Job No.
GF07-0674 and containing my professional engineers stamp and signature, comply with
the roof live, snow, wind and seismic loading requirements cited in the 2009 International
Building Code, 2009 International Residential Code, 2010 California Building Code,
ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2005
Aluminum Design Manual, ADM -05.
Please contact me at (951) 741-2107 or at ticampbell(cDcharter.net should you require
additional information.
Sincerely,
Tom Campbell, PE
Bin # '
Permit # Q1
V
1 `
Project-Address:' SZ Cel AhA4
A.'P. Number:
City ' f La Quini a
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
• Building Permit Application and Tracking Sheet
�CAi�a O.wner''s Name:
Address:
dw 64
Legal Description: '
-City, ST, Zip: L N� �r 2253
Telep e:a
,.1�*::.
Project Description:
Contractor: U 44, W1 Ghon
Address: Gee
City, ST, Zip: `,F—V/J V tM►
�j Z Z �(S'
!A
Teleph �i�!o�G
Telephone: • —M �
���c�aw:�A
City Lic.
State Lic. # : R)- 77G 1-u3•
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
:• � -,
rr37a�•r' ms`s. `.
Construction Type: 'Occii an
Project type (circle one): New Add'n - Alter Repair Demo
Name of Contact Person:
Sq. Ft.: G
#Stories:
#Units:
Telephone # of Contact Person:
Estimated Value of Project: a�
APPLICANT: DO NOT WRITE. BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person'
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Gradingplau
rd 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 correctionslissue
Developer Impact Fee
Planning Approval
Called Contact Person
AI 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 18, IBC APPENDIX CHAPTER 1
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
8 ............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
15 ............MINIMUM REQUIRED COLUMNS
18 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
18 & 19 .... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 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# LL. 110 MPH
24 & 25.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# LL. 110 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 209 L.L. 90-110 MPH
32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# 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-P_ER-HOUR,'EXPOSURES-B AND.G.
110 MILES PER HOUR, EXPOSURES 8 AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D
COMMERCIAL APPLICATIONS - IBC CHAPTER 18.
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 8 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'
S. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE - 5:12
C. MINIMUM 8' 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 (Ia. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN 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
BY: E.N.
12011
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
F.ATIE'
ONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGDESIGN
TITLE SHEET
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
[916),162-7021
ER•
BY:
RANCHO CUCAMONGA. CA (951) 741-2107
LOADS
HORIZ. WIND =
9289 ALPINE AVE., SACRAMENTO, CA 95928
90,100&110 MPH
FAX403.1519 sales@dumium.onm
SHEET T-1
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNIMNG CODER
1: TE810N COMPLIES WITH THE 2008 INTERNATIONAL BUILDING CODE, 2008 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING IIS RESIDENTIAL CODES, ASCE/SEI
7.03 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2006 ALUMINUM MANUAL -AOM 1-06.
ARAWING NOTES
2• ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAO INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE.
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 6 QUNCES AND
PROCEDURES.
6, THE APPROVED SET OF DRAWINGB AND SPECIFICATIONS SHALL BEFROM THEAAKEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND
SAFETY DEPARTMENT. THERE PROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. ATTACHED AND FREESTANDING PATIO COVERS SHL BE NOAALL NOT BE NCEOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7, ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UND18TURSED SOIL OR CERTIFIED FILL,
S. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 31/2 INCHES THICK AND 18 LOCATED IN AREAS WITH A FROST DEPTH .
OF ZERO TO A MAXIMUM COLUMN LOAD OF 760 POUNDS.
S, 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 SECTION81005.3.1 A 1606.3.2.
DHBIGN CONBIDERATIONB: �
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: I/4 INCH PER FOOT. Z�
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.�!1
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 80 SQUARE FEET.
14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS' A8 DEFINED IN ASCE/SEI T. SECTION 8.6.13 G" i �" I • '� �n 1..1
ZA
16. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SE17. SECTION 6.6.7.1, � il r•
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 8.6 13. l ;'r civ " 1
EXCEPT WHERE NOTED IN THIS REPORT.,.r d: ,•.;
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
18. THE RATIO (UP). PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P. FT), SHALL NOT BE LESB.TNAN ONE (1).
I�AIBRIAL BPECIFICATIONB•
1B. TERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND
ULTIMATE STRENGTHS.
20. CONCRETE SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH -OF 2,600 POUNDS PER SQUARE INCH,
21, DESIGN VERTICAL SOIL BEARING PRESSURE IS 600 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH,
(EQUALS 160 PSFIFT x 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
22. EMBEDDED STEEL MENSERS 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 A863, GRADE 40.
23. FASTERNERB: ALUMINUM BOLTS SHALL BE 2024•T4; STEEL BOLTS SHALL BE ASTM A•307: HIGH-STRENGTH BOLTS SHALL BE A-326. 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•INSTALLEO ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDOE•BOLT+ STAINLESS STEEL (ICC -ES ESR -2826 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL.
26, ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1878 OR APPROVED EQUAL,
28, THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE BLAB 18 LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
27. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
NOTES: ALL COMPONENTS ARE INTERCHANGEAa1 P I nui Pec nTW=0M#IQc ntn,•er,
I.C.C. E.S. UMBEREVALVAIION
REPORT NUMBER
DRAWN BY: E.N.
DATE::11/2011
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
.11
PATIO COVE SYSTEM AS MFG. -BY.----]
ES-
SCALE: NONE
COMA1tRCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINCi
GENERPL NOTES
.20 A 30 ps1
DURALUM PRODUCTS, INC.
REVISED BY;
RANCHO CUCAh10NGA, CA 1951) 741.2107
NORM. WIND
00.10011,110 MPH
8200 ALPINE AVE, SACRAMENTO, CA 05826
(016)482.7021 FAX 403.1510 aWas®du/atum.cam
SHEET 10F33
* SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X S 1/2" SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL LFNGT OPS ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL 4A/0 S N UC ALUMINUM SEE DETAILS
ROOF PANEL MIN. 025' SLOPE PER FT,
SEE
FOR SPALLS RaF E FS SEE SOR EDULE
SPNS
O. SP O• =
'O.H.' NOT TO EXCEED 25% 1 O N
. ." NOT TO EXCEED 25% -�
OF SPAN 111"'
SEE DETAIL FOR SPLICE --�
P
+'< SQ. POSTS, SIZE VARIES -
OPTIONAL• CANTILEVER
SEE SCHEDULE FOR
POST SPACING
91/2' SLAB ^I ALTERNATE
ATTACHMENT IIWI SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.- IT NOTE: NO SPLICE AT T
POST AND END BAY
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE:
0
COMPONTENT UNLESS OT
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVE
ALUMINUM
BY: EN.
ROOF PANEL
SEE SCHEDULE
OPTIONAL• CANTILEVER
FOR SPANS
REPORT NUMBER
O.
OPTI NAL: CANT E
'O.H.' NOT TO EXCEED 25%
10.20 830 pd
OF SPAN
SFE,H
SEE DETAIL FOR SPLICE
SPACINCHEDULE
RANCHO CUCAMONGA, CA (851) 701.2107
SQ. POSTS, SIZE VARIES
SQ. POSTS, SIZE VARIES ' '.
SFE ,LPA
NFO
�•H
Yu
ALTERNATE:
31/2' SLAB
SINGLE POST
MAY BE USED
SEE SCHEDULE
:TO CONSTRAIN
OF SP
FOOTING, SEE'
SCHEDULE
SINGLE POST
FOOTING WHERE REQUIRED
SPLICE AT THIS
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE DETAIL FOR SPLICE -__
P
* SQ. POSTS, SIZE VARIES SI
71/E pRa,ZL
'
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
25%OP��
3 1/2" SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED
WHERE PERMITTED. SEE SCHEDULE
SEE SCHEDULE FNOTE. SPLICE AT THIS
MAX. HT.=12' POST AND AT END BAY
41 DOTING WHERE REQUIRED
q�
-� FSEE SCHEDULE
OR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
PANEL MIN. 0.25 SLOPE PER FT.
'O.H." NOT TO EXCEED 25%
OF SPAN
III
BY: EN.
SEE DETAIL FOR SPLICE '�
LIVE LOAD
OPTIONAL• CANTILEVER
BEAM
REPORT NUMBER
POS
OPTI NAL: CANT E
OR
SE POST
10.20 830 pd
DURALUM PRODUCTS, INC.
SFE,H
SE DULE FOR
SPACINCHEDULE
RANCHO CUCAMONGA, CA (851) 701.2107
SQ. POSTS, SIZE VARIES
pL� 3
P ST SPACING
�•H
�
O•N.
25�
ALTERNATE:
OF SP
3 12' SLAB
SINGLE POST
SPLICE AT THIS
MAY BE USED
TO CONSTRAIN
SEE SCHEDULE
NOTE SPLICE A THIS
AT END BAYS.
FOOTING, SEE
POST 4D AT END BOYS.
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x B" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
NOTE: EACH COMPONENT IS INTER -
1/2 x B" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER [)PTION
I.C.C. E.S. EVALUATION
BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
112011
NONE
FREVISEDSY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
STRUCTURES
10.20 830 pd
DURALUM PRODUCTS, INC.
ER-
RANCHO CUCAMONGA, CA (851) 701.2107
HORIZ. WIND
B0. 100 6 110 MPH
8288 ALPINE AVE., SACRAMENTO, CA BBBZB
(81B)452-7021 FAX403.1519 wlea�du iwm.mm
SHEET 2 OF 33
RAFTER SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 U r SIDE PLATES.
FOR SNE OPEN LATTICE TYPES
AND SPACING
MAX. PROJ. 'QBV� AVIY�BECOVERED.THIB OPEN E STRUCTURE SEE SCHEDULE
SEE SCHEDULE
MAX. O.M. 0 \ RAFTER SEE TABLE
26% OF SPAN \ FOR SIZE
AND ,SPACING
LENGTH OF STRUCTURE VARIES
t
PLATES
NOTE: EACH COMPONENT IS INTER -
CBE HANGEABLE
L�jg Errt
CHANGEABLE WITH ANY OTHER PERMITTED.
ED WHEFIE
COMPONTENT UNLESS OTHERWISE SHOWN. r SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SME
OPEN LATTICE -TYPE PATIO COVER ji= THIS OPEN LATTICE -TYPE STRUCTURE P
SCALE: M9 MAYMLBE COVERED. Q
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTU �� Q
RAFTER SEE TABLE MAIL PROD.
FOA
AND SPACING S A
LENGTH OF STRUCTURE VARIES
a=: THIS OPEN LATTICE -TYPE
MAY.ZBE COVERED.
LENGTH OF STRUCTURE VARIES
C
POST WRM SIDE RATES
c4'
.4TTICE
SEE DETAIL
4'D
EACH COMPONENT IS INTER- 3 1/C Sue ATTACHMENT
ti LE WITH ANY OTHER MAYBE USED WHERE
` UNLESS OTHERWISE SHOWN.rSEE SCHEDULE
p TING WHERE REQUIRED,
SCHED. FOR FOOTING CUBE SIZE
E "F" ATTACHED MULTSTRUCTURE
(Ti NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
HV yy� MAY NOTBE COWERED.
111 A SEE SCHEDULE
LENGTH OF STRUCTURE VARIES
U 3 VY SLAB I SEE POST DET
NOTE: EACH COMPONENT IS INTER- TO C�ISLTRAIN P °
CHANGEABLE WITH ANY OTHERsF FOOTING. SEE 31R' SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. Fr SCHEDULE MAY BE USED
NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SFFr SCHEDULE EE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHEO. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE
I.C.C. E.S. EVALUATION
EN.
NIMBI
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD
PATIO COVER SYSTEMAS MFG. BY:
REPORT NUMBER
DATE: U11/M71
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10. 20 8 30 Pel
DURALUM PRODUCTS. INC.
ER-
SCALE: NONE
STRUCTURES
HORIZ. WIND •
8268 ALPINE AVE.. SACRAMENTO. CA 95826
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
90.1009110 MPHSHEET
(918)462-7021 FAX 103.1318 Belea(�durelum.com
3 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
-I 1-- .67-
7 4(
40 25'
L.40' 35'
3.00' 4.50' 4.50" 4.50' 4.504 4
3.00'
ALUM. ALLOY 3004-H36 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
EXPA
EXP.0
10
.018
11'-9'
101-8'
11'-9'
9'-7"
101-8"
8'-8"
.024
.024
13'-9'
12'-7"
13'-9"
11'-3'
12'-8"
10'-3'
10
.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
91-81
91-8'
9'-8"
9'-7'
9 8•
B'-8'
12'-10"
.024
11'-6"
11'-61
111-6"
11'-3'
11'-6'
10'-3'
20
.032
13'-'
IT -4"
13'-4'
13'-0"
13'-4'
17'-3'
17'-3"
17'-3'
30
.020
10'-4"
10'-4•
10'-4"
10'-4"
10'-4'
.018
8'-5'
8'-5"
8'-5"
8'-5-
8'S'
8'-5-
11'-2'
.024
101-0'
10'-0'
10'-0'
101-0'
10'-0'
10'-0'
30
.032
11'-7"
11'-7"
11'-7-
11'-T
11'-7"
11'-7"
ALUM. ALLOY 3004-H36 OR EQUAL
k 12" x 3 1/2" W PANEL
=
PSF)
PANEL r
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.S
EXP.0
EXP.B
EXP.0
10
.020
14'-3"
14'.3'
14'-3"
14'-2"
14'-3"
12'-10"
.024
15'-7"
15'-7'
15'-7'
15'-7"
15'-7'
14'-1'
.032
18'-8"
18'-8'
181-81
181-8"
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
15'5•
15'-5'
15'-5"
15'.5"
15'-5"
15'-5'
040
17'-3"
17'-3'
Ir -3"
17'-3'
17'-3"
17'-3'
30
.020
10'-4"
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'-6"
13'-8'
13'-6"
13'5'
13'-8'
13'-6'
.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 8 ASSOCIATES, INC.
LIVE LOAD •
PATto COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEER9J0
PANEL SPANS
10, 20 A 30 p.r
DURALUM PRODUCTS, INC.
i(OlS)462-7021
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
HOR12. WIND �
70, — 8 110 MPH
8269 ALPINE AVE.. SACRAMENTO, CA 95828
FAX 403.1619 .ele.(gdurelum.com
SHEET 4 0F 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C I
m .09R. (I.S.) .8r
26'
ALL UNMARKED RADII .08R
2.5- TaSEE TC445 c
TY-11 41 3B'
ALUM. ALLOY 3004-1-136 OR EQUAL
1•
37948
7T AOD It C 1 _ A7 -
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
8" x 2 Y" FLAT PAN
LIVE LOAD -
10, 20830
PATIO COVER SYSTEMAS MFG. BY:
DURALUM PRODUCTS, INC.
ALL UNMARKED RADII .08R
L.L.=
PANEL'r
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.BEXP.0
90, 100 8 110 MPHSHEET
EXP.8
EXP.0
EXP.B
EXP.0
R1
12'-1'
12'-1'
12'-1'
12'-1'
12'-1"
11' r
1
.020
25'
12'-1'
12,-1"
12,_1"
111_1"
111_1"
10'-1-
ALUM. ALLOY 3004-1-136 OR EQUAL
1r-11'
.024
L.L.=
PANEL'r
90 MPH
SPAN
100 MPH
10
110 MPH
13'-1'
13'-1•
13'-1"
12.4'
12'x'
11'-2'
EXP.0
EXP.B
EXP.0
13'-4"
13'-4"
13'-4•
17-4"
13'-4"
15'3'
15'3"
15' 3"
15'3•
16'-3'
.032
13'-4'
13'-4"
13'-4'
12'-7'
12'-r
153•
15 3'
15 3'
14'-5'
145•
13'-8'
14•_9•
14.9•
tri'
1r3"
1r3'
17'3'
17'-3"
1r-3"
040
10
14'-9"
14'-9'
14'-9'
14'-0'
14'-0'
1r3"
1T3"
1r3'
18' S-
18'5'
15'-r
10'-0"
10'-0'
1o'-0'
10'-0'
10'-0"
10'-0'
1r-4•
.020
1r-4'
.032
10' o•
10' o-
9.5•
9'-s•
1 r a-
18'5'
18'-5'
10'-10•
10'-10•
10'-10•
10'-10•
10'-10•
10'-10•
19'-7"
.024
19'-7"
.040
20—n-
10'-10'
10'-10•
105"
10'-5-
19'-r
18'-7'
18'-r
17'-9'
11'-0•
11'-0"
11'-0•
11'-0'
11'-0•
12'-7"
12'-r
12'-7"
12'-r
12-7*
12'a•
.032
11'-0•
11'-0'
11'-0"
1 a e-
10' 8•
12'-7-
1 r -r
12'-r
12'-2'
12'-2•
11'-8'
12.7•
12'-7"
14'-3"
14'3•
14'3"
14'3•
14'-3'
14'3•
.040
20
12'-7'
12'-r
12'-7'
12'-2'
12'-2'
14'-3"
14'-3'
14'-3"
13'-9'
13'-9'
13'-3'
7'-8-
7'-8'
7' 8"
r-8-
T_8,
7.-0,
14'-3'
020
14'-3'
.032
r-8"
r-8'
7'-e-
r-5"
r-5"
7'-0-
13'-10'
13'-10"
9'-5•
9'-5-
9'-5"
9'-5'
9'-5'
9'-5'
18•_2•
024
18,_2•
.040
30
9'-5"
9'3"
18'-2°
16'-2'
15'-8•
15'-8"
9'-7'
9 -7"
9'-7•
9'-7'
9'-r
'-11'
10'-11'
1a-�101-10'-11"
10'-11'
.03210'-11°
9'-7"
9'-T
9'-r
9'-4"
9'-4'
[12'
10'-11'
1
10'-7"
10'-9'
1a 6'
10'-7"
1 a -r
5"
12'-5"
12'_5•
12•_5,
12,_5,
12,_5•
.040
30
10'-7'
10'-7'
10'-r
10'-4°
1014"
12'-5"
12'-5'
12'-5'
12'-3'
12'-3"
1•
37948
7T AOD It C 1 _ A7 -
FIGURE INDICATES NOT ENCLOSED—�J— FIGURE INDICATES ENCLOSED
IN ACCORDANCE WITH CBC 8 IBC APPENDIX I
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
10, 20830
PATIO COVER SYSTEMAS MFG. BY:
DURALUM PRODUCTS, INC.
ALL UNMARKED RADII .08R
REPORT NUMBER
DATE:llil/2077
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
PANELSPANS
2.5"
T -SEE
TABLE BELOW
N
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
t' m TVP-
f
90, 100 8 110 MPHSHEET
(918) 452-7027 FAX 403.1519 eeles(�dumNm.com
38•
R1
5'
1
25'
��-
ALUM. ALLOY 3004-1-136 OR EQUAL
8" x 2 3i' FIAT PAN
L.L.=
PANEL'r
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
13'-4"
13'-4"
13'-4•
17-4"
13'-4"
13'-2'
.020
13'-4'
13'-4"
13'-4'
12'-7'
12'-r
11'-5•
14•_9•
14'_9•
14'_9•
14•_9•
14.9•
14'_9•
.024
10
14'-9"
14'-9'
14'-9'
14'-0'
14'-0'
13'-1"
1r4"
17'-4"
1rw
1r-4•
1r-4•
1r-4'
.032
17' 4'
1 r-4'
1 r a-
18'5'
18'-5'
15'-8*
19'-r
19'-7'
19'-7"
19'-7"
19'-r
19'-7"
.040
19'-7-
19'-7'
19'-r
18'-7'
18'-r
17'-9'
11'-0•
11'-0"
11'-0•
11'-0'
11'-0•
11 '-0'
.020
11'-0•
11'-0'
11'-0"
1 a e-
10' 8•
10'3•
12'-7'
12'-r
12 _7,
12.7•
12'-7"
12.7•
024
20
12'-7'
12'-r
12'-7'
12'-2'
12'-2'
11'-9'
14'-3'
14'3"
14'-3"
14'-3'
14'-3'
14'-3'
.032
o 14'-3"
14'-3'
14'3"
13'-10'
13'-10"
13'-3'
18'-2'
18,_2•
18•_2•
18•_2•
18'_2•
18,_2•
.040
18'-2'
18'-2°
16'-2'
15'-8•
15'-8"
9'-7'
9 -7"
9'-7•
9'-7'
9'-r
9'-7'
020
9'-7"
9'-T
9'-r
9'-4"
9'-4'
10'-7"
10'-7'
10'-r
10'-7"
1 a -r
10'-7"
024
30
10'-7'
10'-7'
10'-r
10'-4°
1014"
W-01
12'-5'
12'-5"
12'-5-
12'-5°
12'5-
12'-5'
032
12'-5'
12'-5'
12'5"
12'-1'
12'-1'
11'-9"
14,_1,
14,_1"
14,_1•
14,_1°
14,_1•
14'_1•
040
14'-1"
14'-1•
14'-1•
13'-8"
13'-8•
13'-4'
FIGURE INDICATES NOT ENCLOSED—�J— FIGURE INDICATES ENCLOSED
IN ACCORDANCE WITH CBC 8 IBC APPENDIX I
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
10, 20830
PATIO COVER SYSTEMAS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE:llil/2077
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
PANELSPANS
pef
HORIZ. WIND "
8289 ALPINE AVE., SACRAMENTO, CA 95828
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 8 110 MPHSHEET
(918) 452-7027 FAX 403.1519 eeles(�dumNm.com
5 OF 33
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
#14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM
24" TRI= "V" PAN
F
#14 X 3/4" S.M.S. AT EACH
I VALLEY TO BEAM
cr
12"
12" x 3 1/2"W PANEL
r #14 X 3/4" S.M.S. AT EACH
/ VALLEY TO BEAM
— 8.00' / 8.00" ——�
6" / S"x 2 Y ' FLAT PAN W1{2)APS
NOTE: FASTENERS INDICATED ARE TI
AT EACH SUPPORT BEAM AND
EXIST. WALL
EXIST.
SEE TABLE
SHT. 9
3i�1►�4
FA
FAN BEAM (19'-0" MAX SPAN)
HEADER -
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 lbs. )
2
T=.075".TYP. 21/2"
FAN BEAM ALUM. ALLOY 6063-T6
ATTACHMENT AT HANGER CHANNEL
FAN BEAM
HANGER
CHANNEL
FAN BEAM J 2 /2"
#12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL
ATTACHMENT AT HEADER
1/2" S.M.S. SCREW
AT BEAM
FAN BEAM
2 /2"
0.042"x3"x8" HEADER #14 x 3 1/Y S.M.S. SCREW
AT BEAM
I.C.C. E s. EVALUATION
DRAWN BY: E.N.LIVE
DATE: 1111!2011
TOM CAMPS L 8 A390CIATES, INC.
PANEL FASTENERS
LOAD •
10, ZO 8 30 ptl
PATIO CO SYSTEM AS F :
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
, FAN BEAM
HORIZ. WIND •
8209 ALPINE AVE., SACRAMENTO, CA 93820
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (931) 741-2107
00, 100 6 110 MPHSHEET
(918)482.7021 FAX 403.1819 telea0durefuntodn
8 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
2"3-
IQ 8.8• FES -B8'
I--- �qt -- MAX z f--
�°�s� • AM,o Fy
r.024-
.03;
24•
�(! .024'
ALUM. ALUAL mLOY 3001.438 m
OR EQT
�ALUM. ALLOY 3004.436 }
�C SEE NOTE BELOW OR EQUAL
3 2 X 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER
L L = T 90 MPH 100 MPH 110 MP LL= 'T' 90 MPH 100 MPH 110 MPH
(PSF)
(IN.)
%,j
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B I
EXP.0
.024
16'
12'-2'
12'-2'
12'-2"
11'-10'
11'-10"
11'5'
24' 9'-11" 9'-11' 9'-11' 9'-8' 91-8"
913'
10
.032
16'
16'-3-r13'-3-
0
16'5"
15'-9"
15'-9"
16'-2'
24" 13'-3" 13'3" 12'-10" 12'-10'
12'-5•16'
9
.04224"
10
21'-4"
11
21'-4"
20'-8'
20'-8'
19'-11-
17'5- 17'5" 16'-10" 18'-10"
16'-3"16'
9
10
10
9'4"
11
9'-4'
9'-4'
9'-4'
9'-2".024
24" r-7" 7'-7" 7'-7' 7'-7'
7'-6-
20
.032
16'
12'5"
12'-5'
12'5-
12'-5'
12'5'
12'-3"
24" 10'-2" 10'-2" 10'-2' 10'-2' 10'-2'
10'-0-
23'-10'
.042
16'
16'-4"
16'4'
18'-4"
16'-4"
16'-4'
18'-1'
24" 13'-4" 13'4" 13'-4' 13'4' 13'-4'
13'-2"
13'-2"
.024
16,
12
13
.024
14
24"
10'-9'
24' - - - - -
-
30
.032
16'
12 13
13
14
14 1
15
16"
24" V-4' 6'-4' 8'-4" 8'4" 8'-4'
8'-4"
.042
16'
13'5"
13'-5"
13'5"
13'-5'
13'5"
13-4-
24" 11'-0' 11'-0' 11'-0' 11'-0' 11--0"
11'-0'
(IN)
11
.042
.042
EXPOSURE B & C
3.0' r 8.0'
042'
ALUM. ALLOY 3001.436
OR EQUAL
1k SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-8' 1 23'-5' 24'-W I 22'-8" 1 23'-5' 121'.10-
2(Y -O' 1 19'-1' 1 19'-7' 1 18'-6° 1 19'-1'
Ir -9- 17'-9' 1 17'-9' 17'-9' 1 17'-9' 1 17'-7-
14'-G' 14'-6' 1 14'-6' 14'-6' 1 14'-8' 1 14'-4-
16" 14'-7' 14'-7- 14'-7- 14'-7- 14'-7- 14'-7"
.042
24" 11'-11" 11'-11" 11'-11" 11'•11' 11'-11" 11'-11-
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24' O.C. MAY BE USED AT 46.O.C. WHEN DOUBLED.
PROJECTION
O.H. SPAN
I
ft
TRIBUTARY TRIBUTARY" `
WIDTH I 1n SPAN, O.H.
t •i
'.'; • NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
TRIBUTARY
16' 1
tri'
1r-3" I
tri"
16'-8' I
16'-8"§2r-,2"
DATE: 1111/2011
.024
O.H.
24"
14'-1'
14'-1"
14'-1'
13'-r
13'-r
17
18
19
10
21
0
16'
23'-0'
23'-0'
234r
22'5'
22'5'
9
9
10
.032
11
Zr
18'-9'
18'-9"
1$'-9'
18'-2"
18'-2"
9
10
10
11
11
12
16"
30'-2'
30'-2'
30'-2'
29'-3'
295'
10
11
11
.042
12
24"
24'-7'
24'4'
24'-7'
23'-10'
23'-10'
23'-W
11
12
20
13
13
16"
13--2"
13'-2'
13'-2'
13'-2"
13'-2"
13'-0"
12
13
.024
14
24"
10'-9'
10'-9'
10'4'
10'-9"
10'-9'
10'-7"
12 13
13
14
14 1
15
16"
17'-r
1 rr-7"Ir-7"
1r-7*
17'-7'
17* 4"
20
.032
24"
14'-4'
14'-4'
14'-4"
14'-4'
14'-4'
14'-2'
30
16'
23'-1"
23'-1"
23'-1"
23'-1'
23'-1'
22'-9'
.042
24"
18'-10'
18'-10"
18'-10-
18'-10"
18'-10"
18'-r
16"
10'-10"
10'-10'
10'-10"
10'-10"
10'-10"
10'-10"
.024
24"
8'-10'
8'-10'
8'-10"
8'-10'
8'-10'
8'-10'
16"
5
14'"
14'-6'
14'8"
14'-8"
14'-8"
-8
14'-
30
.032
24"
11'-10'
11'-10'
11'-10'
11'-10"
11'-10'
11'-10"
16'
19'-0'
19'-0'
19'-0"
19'-0'
19'-0'
19'-0"
.042
24-
15'5'
15'-6"
15'-8"
15'-8"
15'-8'
15'5'
(IN)
11
.042
.042
EXPOSURE B & C
3.0' r 8.0'
042'
ALUM. ALLOY 3001.436
OR EQUAL
1k SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-8' 1 23'-5' 24'-W I 22'-8" 1 23'-5' 121'.10-
2(Y -O' 1 19'-1' 1 19'-7' 1 18'-6° 1 19'-1'
Ir -9- 17'-9' 1 17'-9' 17'-9' 1 17'-9' 1 17'-7-
14'-G' 14'-6' 1 14'-6' 14'-6' 1 14'-8' 1 14'-4-
16" 14'-7' 14'-7- 14'-7- 14'-7- 14'-7- 14'-7"
.042
24" 11'-11" 11'-11" 11'-11" 11'•11' 11'-11" 11'-11-
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24' O.C. MAY BE USED AT 46.O.C. WHEN DOUBLED.
PROJECTION
O.H. SPAN
I
ft
TRIBUTARY TRIBUTARY" `
WIDTH I 1n SPAN, O.H.
t •i
'.'; • NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
TRIBUTARY
WIDTH
TABLE
LIVE LOAD"
CLEAR SPAN
(FT.)
DATE: 1111/2011
10. 20830 psf
O.H.
8 I 7 8
9 10
111 12
13
14 15
18 1
17
18
19
20
21
0
3 4 4
5 5
6 6
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'
5 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 1
15
15
18
(IN)
11
.042
.042
EXPOSURE B & C
3.0' r 8.0'
042'
ALUM. ALLOY 3001.436
OR EQUAL
1k SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-8' 1 23'-5' 24'-W I 22'-8" 1 23'-5' 121'.10-
2(Y -O' 1 19'-1' 1 19'-7' 1 18'-6° 1 19'-1'
Ir -9- 17'-9' 1 17'-9' 17'-9' 1 17'-9' 1 17'-7-
14'-G' 14'-6' 1 14'-6' 14'-6' 1 14'-8' 1 14'-4-
16" 14'-7' 14'-7- 14'-7- 14'-7- 14'-7- 14'-7"
.042
24" 11'-11" 11'-11" 11'-11" 11'•11' 11'-11" 11'-11-
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24' O.C. MAY BE USED AT 46.O.C. WHEN DOUBLED.
PROJECTION
O.H. SPAN
I
ft
TRIBUTARY TRIBUTARY" `
WIDTH I 1n SPAN, O.H.
t •i
'.'; • NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1111/2011
10. 20830 psf
OURALUM PRODUCTS, INC.
[9116)452-7021
REPORT NUMBER
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORIZ. WIND "
288 ALPINE AVE.. SACRAMENTO. CA 95826
ER-
REVISED BY:
RANCHO CUCAMONG0. CA (951) 741.2107
9o. 100 8 110 MPH
FAX 403.1619 sales
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' t-3-1-2-11 MAX. HEIGHT C = 10'
3.00"SQ. o X10 SM3 3.00" SQ. 3.00" SQ.
o W4S E
8.5° 3. O
�.03� C
`
ALUM. .14"R U
-�J032• TYR .048"STEEL
O5/8" PLASTIC PLUG •28• OF OE
3" SQ. ALUM. POST MAG POST
3" SQ. ALUM. POST ALLUY
r -WITH SIDE PLATES, OD 3" UM. STEEL POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 L<ALUM..ALLOY 3004-H38 I ALUM. ALLOY 6063-T8
ALUM. ALLOY 3.00 OR
6083-T8 %"-- 2.40"�
/
0 ' 1.375"
X75n
.60"
T. .090" TYP.
INSTALL 1 4 x 1 i" x 6" HDG
WASHER PLATE AT ANCHORS
POR 110 MPH
ALUM "T" BRACKET
CL 7/18.0 HO'
FOR 3/8• A
ASTM GRADE 36 STEEL
INSTALL 05"x 1X" x}6" HDG
WASHER PLATE AT AN
15T.
TVP.
USE FOR 3'
POST ONLY
q 2- 5/18.0
STEEL "T" BRACKET
T
ALUM. ALLOY
6063-T6
"H"BRACKET
3
v,
G =3"SQ.xt=.188'
U=4"S.xt--.250*
.
30.OR4.0"
SQUARE
STEEL POST
ASTM A500 GRADE B
2 FLANGES
21/8' APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
(JI -7/16-0 HOLE
8.2-3/8' HOLES
TYP. EA. SIDE
r— (4) -SDS 25412
b ---q
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET ( 7
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD"
ATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: t/tlQott
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
COLUMN/
t0.20a30 pat
1PURALUMPRODUCTS, INC.
ER-
SCALE: NONE
p03T TYPES
HORR. WIND "
8288 ALPINE AVE., SACRAMENTO, CA 85828
REVISED BY:
RANCHO CUCAMONGA. CA (851) 741-2107
80, 100 a 110 MPH"
(918)452-7021
(818) 462-7021 FAx 403.1818 4elea®duratum.wm
8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004 H38
WALL FASTENERS
SEE TABLE
300' 07
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
0
A B B C D D E E F
100
A B B C D D E E F
t= 0.04"
010290 D�A" 014 SMS C PANEL (LOCKS
.25'R .05
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
50
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX.
OR 08 SMS
ATEA CONTACT
5.
WALL FAGWALLSEE
N.563'
JIFASTENERS
.281'
24" O.C.
42740"
19'-11"
NUS
ALUM.ALLOY ROOF PANEL
ARAIL
(WHERE�OCCURS)
24" O.C.
0
�SEE
TABLE
6083-T6
25'-0'
O
ALUM.ALLOY
6063 -TB
AP.Og
ALUM.ALLOY INSA
ROLLFORMED HANGER EXTRUDED
014 SMS 0 EA CONTACT
HANGER CHANNEL WALL CONNECTION
O I.R. HANGER
8063-76
O
SMS T&B
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
JM. PANEL 2X OR-•/
3x ALUM. RAFTER
FASCIA BOARD•
ALLOWABLE PROD.
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
SEE TABLE
L EXIST. EAVES, RAFTER
EXISTING EAV
OVERHANG
(24' MAX.)
,,EXISTING EAVE CONNECTION
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID;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
110A
B B C D D E E F
18'-8'
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
50
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX.
W
B=SDS25412 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.
�y
D=3/8"0 x 4' LAG SCREW AT EACH STUD
"E=/8"0 x 1 1/8" AT 18" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
5'-7"
"F=3/8"0 x 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
EXIST. RAFTER
E LENOTN
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG(L)
LL=10
LL=20
LL=30
2" x 4"
FULL OR
2" x 6"1'-8'
NOTCHED
16" O.C.
V-8"
181-8'
18'-8'
14'-2"
2'-0" 14'-0' 12'-8'
9'-7"
24" O.C.
12 -5' 11'-8"
8'-10'
2'-W 9'-4" 7'-4"
5'-7"
2"x8" FULL OR
2 x8" NOTCHED
"
24" O.C.
2'-0"
19'-11"
19' 4'
14'-8"
2"x8" 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-20psf
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.
1 1/2' 10# L.L.-(2)#14 SIMS EA. SIDE
20#/"L.L.=(2):114 SMS EA. SIDE
U -BRACKET
_1 3/4" OR 1 1/2"----
I 1 2'x6lrrOR
5" MIN. 3' x 8' ALUM.
I RAFTER
t7W 3/4' OR 1 1/2'
1
0 7948 m
P.3
�TF�FCA �
3/16"
8- 0STEEL
0 1/4'0 HOLES,TYP.
0
0
1 1/4'
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
CAUCK JOINI'8 AND SLOPE
`- TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
I `EXISTING WOOD STUD FRAMING
E LENOTN
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
2,1 LEDGER
PA 10 COVER SYSTEM AS G. BY:
2 EACH 1/4'0 x 3-1/2" LAG SCREWS L.L.=10 psf
REPORT NUMBER
DA E1181112011
2 EACH 7/18'0 x 3.1/2' LAG SCREWS L.L.=20 AND 30 psf
AND BRACKET
1 R W.9
F(3�lv.4.1
}#14x1 3l4'
(2' MIN. PENETRATION INTO
ER-
SCALE: NONE
REVISED BY:
PAnOCO�
EXISTING WOOD STUD)
90, 100 6 110 MPH ND
8289 ALPINE AVE., SACRAMENTO• CA 98828
(91BI452•T021 FAX 4031619 adea®dureNm.mm
SHEET 9 OF 33
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE: BRACKET
SEE /n\ FOR ATTACHMENT NOTE: PLACE'SIKA ILAR
MATERIAL BETWEEN BRACKET AND COMP.
MAY BE MOUNTED
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
BELOW RAFTER W/
SAME CONNECTIONS.
WALL CONNECTION
4O BRACKET CONNECTION
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LIVE
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LOAD .
PA 10 COVER SYSTEM AS G. BY:
REPORT NUMBER
DA E1181112011
COMMERCIAL AND RESIDENTLAL STRUCTURAL ENGINEERING
AND BRACKET
t0, 20630 pe,
DURALUMPRODUCTS.INC.
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONOA, CA (881) 741-21W
ATTACHMENTS
90, 100 6 110 MPH ND
8289 ALPINE AVE., SACRAMENTO• CA 98828
(91BI452•T021 FAX 4031619 adea®dureNm.mm
SHEET 9 OF 33
COLUMN
/ POST
TYPES & SURFACE
MOUNT
AND
EMBEDMENT DETAILS
20"
21" SO.
12'
AW M.'rBRACKET USE WITH
25' SO.
16'
24"
irT
20"
T BRACKET
32' SO.
1 POST TYPE B.C.D. OR E.
26'
35' SO.
STEEL POST ONLY:
30'
39' SO.
® 3 -SQ. POST W/
32'
UMEL.TBRACKETUSE WITH
30'
34"
U3E POST TYPE
(3)-5111-1211 13OLT3
36"
(2)-#12 SMS EA
3'SO. POST SIDE OF POST OR
3 so. POST
POST TYPE B,C,D,E,F,O.H,J OR K
USE Y}yB*,O H�iLn'
55' SQ.
37'
F, G, H, J OR K
FOR POST TYPE J
4 5'
39'
1/4" M.B. THROUGH
POST
64" SO.
KWII�BOLTS OR EQUAL
STEEILL
2}yB'0
to DEPTH OF
69" SO.
4'
(((F2 1n'0 BOLTS
18"INSERT
SEE NOTES BELOW
U HILT�1 KWIK
FOOTING OR
CONDITIONSOTH
X.11881
(2}t/4'0 POWERS WEDGE-
BOLYYSS oR EQUAL
1z• MIN. EMBD.
ri
ASTM A36
BOLTS+ OR EQUAL, EACH
BRACKET TO SLAB.
21.' EMBEDMENT DEPTH
FOR KWIK BOLTS)
.
STEEL
MINIMUM DISTANCE TO:
�i 1'•�f
I
T.O.C.
1
EDGE OF SLAB -4'OR
��
TO CRACK = 10"
. d
•+i
lu
i
ASTM A672 BTEEL
(1 'MIN. EMBEDMENT)
�.. • .: •
;,
Ra
DE TH
4
( 1n'0M.8.
i� .L� :.�:
•, , �•
N
3116'
{ .� �/ • SLAB SHALL BE IN
° FppnNOBCEaENROtE
FROM EETE ND
3 '
GOOD CONDITION
OF POST
„� ,:.;
S :.,:
o m
3 (1571.)_
I
�L�
Z
FQLUTOED
3 1/2"
EXISTING
ATTACHED
ALTERNATE FTG.
CUBE SIZE
50. 18' DEEP
' CUBE FTO.
18"
18" SO.
12"
20"
21" SO.
12'
22"
25' SO.
16'
24"
26" SQ.
20"
26'
32' SO.
23'
26'
35' SO.
25'
30'
39' SO.
28'
32'
43' SO.
30'
34"
47" SO.
32"
36"
51' SQ.
34'
38"
55' SQ.
37'
40'
60' SQ.
39'
42'
64" SO.
41"
44'
69" SO.
4'
CUBE FOOTING W/4' SLAB
IN BEAM SPAN TABLE
3' SO. POSTS TO CONIC.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
BOLTS
EMBED.
23'& 241 CUBE
(2)-1/2-0
3 1/4'
26' - 30" CUBE
(4)-1/2-0
3 1/4'
31"- 34' CUBE
(4) -WO
4-
35* - 39' CUBE
(4)314.0
4 3/4'
401-42'CUBE
(4)-314'0
43/4•
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
INOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
POURED OR 4- SQ. POST (STL.)
CONCRETE SQUARE SEE FTA.
F007INA 9CHEDUCE IN BEAM INSERT
SQUARE POST EMBED. SPAN TABLE PL.5/8'THK.'-'
INTO FOOTING 9
11/2' $• 11n•
WELDED STEEL BASE PLATE
NOTES: BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9
1. DO NOT USE ALUM.'r
BRACKET WITH 3X8 BEAM 9' SO. x 5/81 B, C, D, F, G, d H
WANSERT, MAG BEAM, 4- OR
r 1 -BEAMS. FREESTANDING
BASE PLATE ANCHOR
2. POST TYPE E
INSTALL WASHER PLATE, BASE PLATE ANCHOR BOLTS (SIZE 6 TYPE)
2'X)6'X6WAT
STEEL T BRACKET. (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
3. POST TYPE F (4 3/4• EMBEDMENT DEPTH)
DO NOT USE STEEL "T"
BRACKET W/7" 143EAM.
L.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD
10 COVER SYSTEMAS FG. BY:
REPORT NUMBER
OATS: 1/1 Wol l
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 8 30 pal
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
AND EMBEDMENT
HORIZ. WIND "
8289 ALPINE AVE., SACRAMENTO, CA 95828
REVISED BY:
RANCHO CUCAMONOA, CA (BBI 741-2107
)
80, 1006110 MPH
(819)4527021 FAX 4021819 4eleal du.lu—m
SHEET 10OF33
HEADER BEAM TYPES & ATTACHMENT DETAILS
11.52*. .61"
GUTTER EXT. CLIP
GUTTER EXT. CLIP
Lp,� Lpgp .
3.00" SQ.
2.00"
1.79'
SPLICE WHERE
OCCURS
SPLICE CCUWHERE
SPLICE WHERE
OCCURS
10,20630 pal
HORIZ WIND •
DURALUM PRODUCTS, INC.
269 ALPINE AVE., SACRAMENTO, CA 66826
[918),152-7021
ER-
'n
10 ' 2.57"
4.6"
4.6'
.078•
TYR
14"R
2.19"
s a oeb•
TYP. "
2.06"
2.04•
LOSK
TYR
28"
�-
3'
9"
4.0000•
2.r
ASTM A653 GRADE 40
.038" R.F. GUTTER
FASCIA -ALUM.
ALUM. ALL
ALUM. ALLOY
6083-T6
ALUM. ALLOY
6063-T6EAL
A6u63-T
OY 3004-H366.5"
$4tS
O
O
"
OLLFORMED
4.5" GUTTER
SIn�._ G. GUTTER
MAG BEAM
3 SQ. STEEL BEAM
.,.,,
BF 2 � 3.0•
r3" 1 _ m r, � 6,5• MAX. 2' I� B.e
o.37948 * I
SPLICE � �3 ~ '�2"
OCCCURS 4" OCCURS 00 Q•�� .032" _ 8.0'
TY7pCA`` 042" 032"
110"
TYP.
ALUALLOY ALU�M. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H361 OR EQUAL ALUM. ALLOY UAL 1138
M.
6063 -TS O 6�m O J i OR EQUAL O
K
4" I -BEAM 7" I -BEAM 2 x`6 RAFTER DBL. 2 x 6.5 BEAM 34 8 BEAM 1
3 " 1.25'
MAX 3" 6• MAX 3" 6• 5"
_T 1— 375"
.042" x_042" .042" T -14 GA
7.8 5" r • 0.125•
6" ASTM A663 GRADE 60 6.856" ALUM. ALLOY 6063-T6
ALUM. ALLOY 3004408 ALUM. ALLOY 30044136
OR EQUAL _T OR EQUAL .625*
" I II� 375"
ALUM. ALLOY 3004.1136 - 2,675" 1 1.75•�i
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 STEEL INSERT SPLICE / INSERT
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
Lp,� Lpgp .
PATIO COVER SYSTEM A3 MFG. BY:
I.C.C. E.S. EVALUATION
REPORT NUMBER
PATE: IM1r2011
SCALENONE
IREVISE:DBY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10,20630 pal
HORIZ WIND •
DURALUM PRODUCTS, INC.
269 ALPINE AVE., SACRAMENTO, CA 66826
[918),152-7021
ER-
RANCHO CUCAMONGA, CA (651) 741-2107
90, 100 & 110 MPHCt?M
FAX 403-1616 sales( ureNm.aom
SHEET 11 OF 33
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT I
9" 24"
1 . R'
(2)#10 S.M.S. EA.
6GALLEY, TY P. .
010 S.M.S. II #12 S.M.S.
(6 TOT. TYP THICKNESS =.035' (24 TOT TYP. THICKN r.S = .035"
II 6'
II
+ �� 'f' '} ++ ++ �� t t tit j
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED E—==I
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR Lj
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST.CONNECT WES
(6061-T6) ALTERNATE I I TO POST W/(2)-1/2.0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. STL. C -BEAM THRU-BOLTS
3"
TOTALS (8)-1R"0 BOLTS I
I? FESS/pN So. POST
0 0 0 �Q�' PS ,' CA�p- tnZ BEAM TO POST CONN.
12" 1
SPLICE
WHERE 4"
OCCURS
070" aC
TYP 0 0
ALUM.ALLOY
6063-T6
4" I -BEAM
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCU
ALUM.ALLOY
6083 -TB
7" 1 -BEAM
C
MOMENT C -SPLICE .
0
111 j*
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4'x3' ALUM. 'I' BM. OR
7'x4' ALUM. 'I' BM. -
(4)-1/4'0 M.B. BEAM
TO BRACKET
2- 3/8'0 M.B. THRU STL. T
BRACKET TO POST.
POST, SEE SCHEDULE --
ALTERNATE
—ALTERNATE BEAM TO POST CONN.
I.C.C. E.B. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
125*
0 8
o O
O O
COMMERCIAL AND RESIDENTULL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30 ve(
HORIZ. WIND •
DUPRODUCTS, INC.
5268 ALPINE AVE., SACRAMENTO, CA 85026
1(916)452-7D21
ER-
16" 1"
3'-0"
RANCHO CUCAMONGA. CA (851) 741.2107
MOMENT C -SPLICE .
0
111 j*
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4'x3' ALUM. 'I' BM. OR
7'x4' ALUM. 'I' BM. -
(4)-1/4'0 M.B. BEAM
TO BRACKET
2- 3/8'0 M.B. THRU STL. T
BRACKET TO POST.
POST, SEE SCHEDULE --
ALTERNATE
—ALTERNATE BEAM TO POST CONN.
I.C.C. E.B. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1!11/2011
SCALE: NCNE
COMMERCIAL AND RESIDENTULL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30 ve(
HORIZ. WIND •
DUPRODUCTS, INC.
5268 ALPINE AVE., SACRAMENTO, CA 85026
1(916)452-7D21
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (851) 741.2107
eo, too a 110 MPH
FAX 4031519 sales®duraWm.wm
SHEET 12 OF 33
(WOOD.
2-014 x 1/P' S.M.S. EACH SIDE OF 3'
SO. POST (4•TOTALI
ALTERNATE. 1/4'0 BOLT W/ WASHER
EA SIDE OF 3" SO. POST
0 1
135*3•SQ. POST
l
2-014 x 12' B.M.S. EACH SIDE OF 3'
SO. POST 4TOTAL
ALTERNA • 1/40 LT W/ WASHER
EA. SIDE OF 3• SO. POST
OR 3' SO. POST
1'-0"
GUTTER FASCIA
MAG BEAM 1
3"SO. STL. BEAM
3 -SO. POST
13
T-0"
12 - #14 SDS
FASTENER SPACING - 3/4'
ALUM. ALLOY 3105-H25
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
1-y- 5I 0� 1.50"
.28" 2" 2„
HORD:. WIND "
8289 ALPINE AVE., SACRAMENTO, CA 95828
!
ER-
.018"
RANCHO CUCAMONGA. CA (951)741-2107
9D, 100 & 110 MPH
SQ. OR 2" LATTICE TUBE
SHEET 13 OF 33
ALUM. ALLOY 3105-1-125
.zs"
P1
2"x3" LATTICE TUBE
BEAM TO POST CONNECTION DETAILS
" x 8" x .042" BEAM,
"SO. STEEL OR
IAG BEAM,
(4)-#14 SDS Q EA, SIDE
TOP & BOTT. TOT =16
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
98 x 2 "SMS, 2 1/2'
1 1/2' SO., 2' SO.,
OR 2"x3" LATTICE
Q 3" O.C. MIN.
"^ TO 8"O,C. MAX.
17
LATTICE TUBE TO RAFTER
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - 014 SDS
T-0"
12 - #14 SDS
FASTENER SPACING - 3/4'
#14 x 1/2' S.M.S. TOP
a BOTT. (2}TOT.
ROOF PANEL -
ROLLFORMED OR -
EXTRUDED GLITTER
#14 S.M.S. @112-O.C.-
FASCIA
61/2"x2"x.024 -
RAFTER
Ll
N.�•�131�11� Jac
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
I I Y1
v GROUP FASTENER 6 !/2'
ALUM. BRACKET X
Y 1 1' 1 'L' SEE TABLE
RAFTER "TAIL" TO GUTTER 15
SOF CP%
(4) - #14 x 3/4"TEK SCREWS
BRACKET TO RAFTER
X
t = .040" 0 6063-T6
1/2'
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
_ _O BEAM
"U" BRACKET -RAFTER T
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
BEAM TO POST
LIVE LOAD "
10, 20 A 30 PSI
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: III 12011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HORD:. WIND "
8289 ALPINE AVE., SACRAMENTO, CA 95828
ER-
REVISED BY.
RANCHO CUCAMONGA. CA (951)741-2107
9D, 100 & 110 MPH
(818)452.7021 FAX403-1519 Be
SHEET 13 OF 33
DOUBLE RAFTER
CONNECTION DETAILS
BEAM TO POST CONNECTION
EXISTING
SHEATHING
LIVE LOAD"
SPLICE TO
2'kS" LEDGER
,,)BEAM
/ OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
1 1/2" OR 2"LATTICE
#8 S.M.S.
_
POST. NOT PERMITTED PLUG WHERE
FESSI N 6 SCREWS I ® 2 -POST UNITS
— SCREW IS INSIDE
ALTERNATE 1/2'
BOLT CONNECTIO
DOAUNBLE RAFTER- QQ
k,
9,
1 CA �� PER SIDE I
ti%O ,y 5" #14 SMS MAY
vt (2) SOS25412
A
ALTERNATE : tVQ
��
BE USE AS
269 ALPINE AVE., SACRAMENTO, CA BSB2B
FAX403.1519"ale"®d'.'," .e"m
(4 -TOTAL)
ALTERNATE:
(2} 2x8.5" OR (2)-3'x8' HEADER
4414 S.M.S. EAC
Z
1' STUCCO OR EQUAL
3.5'
ALTERNATE TO
CONNECTOR .M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
STUB COLUMN TO. DOUBLEHEADER CONN. 20
ATTACHMENT DETAIL 22
RAFTER TO COL. _
CONNECT. (8 -TOT
r
ND•3
I3.5" 3. 5"
1/4"0 BOLTS
�1 >t
8" BEAM
�•
5"
I OR �2
4.5.0 Ir
C �F�Q 8-#14 SMS
1.
EACH SIDE I I 61/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
3"x 3"STL.POST (24")
O
ALTERNATE :
#14 SMS EA. SIDE
INSERT ATTACHED OR
3•x 3'STL.POST COLUMN
(2}2x8.5.OR
(2'x8"HEADER
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
FOR FREESTANDING
(2}1/2 -BOLT
BEAM TO POST CONNECTION 21
2'x 6.5" SIDEPLATE
POST SCHEDULE
DBL. RAFTER
/ DBL. HEADER CONN. 19
F -1-1W/
3" SQ. x.032"+ (2)-2" x 61/2" X-3" SQ. x .032" + (2)-2" x 61/2" x.032"
(6}#14 S.M.S. EACH SIDE. F2 W/ (6}#14 S.M.S. EACH SIDE.
USE ON CONIC. SLAB ONLY
USE ON CONC. SLAB OR FOOTING.
#8 S.M.S. EACH SIDE
DRAWN BY: E.N.
ATTICE 1 1/2" OR 2"
EXISTING
SHEATHING
LIVE LOAD"
3
2'kS" LEDGER
DATE' 1/11f2011
SCALE: NONE
IREVISEDSY.
(NEW OR EXIST.)
2"x6.5" OR 3"x8" RAFTER
N
ALTERNATE: 1/2" BOLT
ALTERNATE:
rAL�TMNATE:
vt (2) SOS25412
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
269 ALPINE AVE., SACRAMENTO, CA BSB2B
FAX403.1519"ale"®d'.'," .e"m
(4 -TOTAL)
ALTERNATE:
(2} 2x8.5" OR (2)-3'x8' HEADER
EXISTING
1' STUCCO OR EQUAL
2.5' PENE. INTO EACH WOOD STUD
CONNECTOR .M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
STUB COLUMN TO. DOUBLEHEADER CONN. 20
ATTACHMENT DETAIL 22
DBL. 3"X8"X.942 BEAM
OR DBL. 2X6.5"X.032' BEAM
�— 5/8' 0 ACCESS HOLES
INSTALL 6 - #14 X %'
3" SQ. POST LONG SDS Q EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
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' 1/11f2011
SCALE: NONE
IREVISEDSY.
RESIDENTIAL
COMMERCUIL AND RESIDENTIAL STRUCTURAL ENGINEERING
T CTURAL E
LATTICE
CONNECTIONS
10, 20 a 30 pet
DU UM PRODUCTS, INC.
[916),662-7021
ER.
RANCHO COCA 07
HOR12. WIND "
90.1005110 MPH
269 ALPINE AVE., SACRAMENTO, CA BSB2B
FAX403.1519"ale"®d'.'," .e"m
SHEET 14OF33
MINIMUM NUMBER OF REQUIRED COLUMNS
FOR ATTACHED OPEN LATTICE & SOLID COVERS
DRAWN BY: E.N.
5 o
2"X6.5"X0.024" SIDE PLATES
POST10
LIVE LOAD
5 o
co c
2"X6.5"X0.032° SIDE PLATES
POST 02
REPORT NUMBER
90 MPH
100 MPH
110 MPH
90 MPH
100 MPH
110 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
4'
2
2
2
2
3
2
4'
2
2
2
2
2
2
5'
2
2
2
3
3
2
5'
2
2
2
2
2
2
6'
2
3
2
3
4
3
6'
2
2
2
2
2
3
7'
2
3
3
4
4
3
7'
2
2
2
2
2
3
8'
3
3
3
4
5
4
8'
2
2
2
3
2
3
9'
3
4
3
5
6
4
9'
2
3
2
3
2
4
10'
3
4
4
5
6
4
10'
2
3
2
3
3
4
11'
4
5
4
6
7
5
11'
2
3
2
4
3
4
12'
4
5
4
1 6
7
5
12'
2
3
3
4
3
5
13'
4
5
5
7
8
6
13'
2
3
3
4
3
5
14'
4
6
5
7
8
6
14'
3
4
3
4
4
5
15'
5
6
5
8
9
6
15'
3
4
3
5
4
6
* SEE
SHT.14 FOR POST TYPES'
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
�{ TOM CAMPBELL & ASSOCIATES, INC
LIVE LOAD
P O COVER SYSTEM AS MFG.
REPORT NUMBER
OATS 1/112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
MINUMUM
REQUIRED COLUMNS
70, 20 8 3o of
HORIZ. WIND
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO. CA OW28
ER-
REVISED BY:
r RANCHO CUCAMONOA, CA (9b1) 741-2107
80, 200 f11 fO MPH
(916) 432.7021 FM 403-1519 sateaf®Aumh m.00m
SHEET 15 OF 33
10# L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL 6 ASSOCIATES, INC.
SOLID
POST SPACING TABLE
6.5" ROLLFORM /
4" I -BEAM
4.5"/
MAG GUTTER
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3" SQ. STEEL
BEAM
7" I -BEAM
}
SCALE: NONE
BY:
MAG BEAM
AND ATTACHED
gHORI .110 MPH ND
8269 ALPINE AVE., SACRAMENTO, CA 85028
SHEET 18 OF 33
REVISED
10 p L.L. 90 MPH
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
5 D
MAX.COL.
SPACING
ON SLAB
SPACING
(SPAN)
3 SPAIN G
SPACING
G
SPACINGSPAN
(SPAN) SPACING
POST
MIN.
FTO.
FTO.
FTG.
(LNG.
TYPE
(NG
TYPE
(LNfljlOPET
(NG
TYPE
(NMIN.G
TYPET
OtpAoNg N.)
POST
TYPE
(NG.
(IN.)
(IN.)
TYPE
(IN.)
TPOST
YPE
(IN.) POST
TYPE
4'
17'-0"
13'-4^
30
15
B
16'-1'
30
G
16
B
14'-4"
30
16
B
11'-5"
30
F
15
B
27'-0"
34
G
20 B
12'-8"
17
-
14 10"
18
13'-3"
18
10'-10"
17
25'-0"
22
5'
13'-7"
12'-'�.�.
31
F
1618
B
14'-4"13'-3»
31
G
1719
B
12'-10"11»
31
F
1618
B
10'-;0.-0"
31
F
1517
B
24'-22,-4"
33
G
2 10 B
23 E
6'
11'-4"
11'-2"
33
F
17
B
13'-1" "
33
G
18
B
11'-9 "
33
F
17
B
9'-11"
33
F
16
B
22'-1"
33
G
21 B
10-4 »
19
12 -1
20
0 =10
19
9'-5"
18
20 =5 »
23 E
7'
9'-8"
10'-4"
34
G
17
B
12'-2"
34
G
18
B
10'-10"
34
G
17
B
9'-5"
34
G
17
B
20'-5.
34
G
21 B
9'-7"
19
11'-2"
20
10'-0 "
19
9'-0 "
19
18 -11 ^
24 E
8'
8'-6"
9'-6". .
35
G
17
B
11'-4"
35
G
16
B
10'-2._
35
G
18
B
9'-1"
35
G
17
B
19'-1"
35
G
22 B
8 -10
19
10'-6"
21
8 10
19
8'-7"
19
17'-8"
24 E
9'
7'-7»
9'-2".
37
G
16
B
10'-8'.
37
G
19
B
'
37
G
18
B
8'-8".
37
G
18
B
18'-0"
37
G
22 E
7 -10"
19
9 -6"
21
7'-10"
19
7 -1 o "
19
. "
18 -8
25 F
10'
6'-9"
8'-87._1"
38
G
1819
B
10'-18,_7"
38
G
1 21
B
1"7._1.
!.-7"6'-5'
38
G
1819
B
8-47._1.
38
G
1819
B
17-15'-10..
38
G
23 E
5 F
6'-2"
8'-3"
G
18
B
9'-2"
39
G
19
B
39
G
B
-16'-4^11'
39
G
B
39
G
6,_5.39
19
r-10"
21
19
B'-5"
19
15'-1"
26 F
12'
5'-8"
7'-11"
39
/�
G
19
B
8'-5"
39
G
19
B
-
-
-
-
-
7'-7"
39
G
18
B
15'-7"
39
G
23 E
5'-11"
19
7'-2•
21
5'-11.
19
14'-5"
26 F
13'
5'-2"
7'-7"
40
H
19
B
7'-9"
40
H
19
B
-
-
-
-
-
7'-4"
40
H
19
B
15'-0"
40
H
24 E
5'-5•
1 g
6'-7"
21
5._5»
1 g
3'-10..
26 F
14'
4'-10"
7'-45'-1"
41
H
B
7'-26._2.
41
H
1
B
-
-
-
-
-
7-15._1»
41
H
1919
B
14'-13"
41
H
2 27 E
W'9..
21
F
15'
4'-6"
7-1�. �"
42
H
B
�. �"
42
H
19 ,
B
-
-
-
-
-
6'-10. �"
42
H
19,o
B
1a' o . „"
42
H
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 AND DEPTH 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 _J�
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
ORAwN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE Lppp.
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
PATE: 1/112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 30 pif
DURALUM PRODUCTS, INC
ER.
SCALE: NONE
BY:
RANCHO CUCAMONGA. CA (941) 741-2107
AND ATTACHED
gHORI .110 MPH ND
8269 ALPINE AVE., SACRAMENTO, CA 85028
SHEET 18 OF 33
REVISED
10 p L.L. 90 MPH
(916)452-7021 FAX 403.1519 eelea urelum.eom
10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS . EXP. B & C
DBL 2"x6 5"x 032" BEAM / DBL 3"X 8" 042"Q= KA 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
+► 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 AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT_ 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. ES. EVALUATION
DRAWN BY: E.N.E.N
3"x8" BEAM
SOLID
po9T 6PACINo TABLE
x'
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
EACH w/ A 3"x8" STL.
ATTACHED FREESTAND
INSERT
>
So
MAX•POST MAX.POST
8289 ALPINE AVE., SACRAMENTO. CA 95828
ATTACHED
ER-
FREESTAND
ATTACHED
f 0 N LL 80 MPH
FREESTAND
ATTACHED
5o
MAX.COL
FREESTAND
MAX.POST
MAX.PO3T
MAX.POST .
00
SPACING
ON SLAB*
SPACING SPACING
FOR DBL. FOR Wx 5-
SPACING
(SPAN)
SPACING
(SPAN)
MIN SPACING MIN
�Nd' POST (SPAN) POST
m�
MIN.
MIN.
MIN
MIN.
POST
MIN
POST
MIN
POST
2 x8.5 Sc 032 BEAM
(ING
POST
TYPE
(N;'
POST
TYPE
(NG.
POST
TYPE
(IN.)
TYPE
(�NC')
TYPE
(IN.)
TYPE TYPE
(INS
TYPE
4'
12'-8;x_9" 12'18'-10"
30
F
1517
B
18'-218,-9"
30
(�
1719
B
23'-2�'-9"
34
G
19
B 33'-4"30'-9"
36
(�
2123 B
4'
17'-0"
1
5'
13'-7..
11'-4^ 11'-4"
31
F
18
B
16'-3"
31
(�
18
B
21'-1"
33
G
18 B z9'-1
33
G
22 B
5'
10'-6" 10'-7"
18
15'-0 "
20
19'-6"
22 27'-8^
24 E
10'-49�-7" 10'-49
33
1818
B
14'-103
33
G
1820
B
19'-1
33
(j
27,
2 22 B
33
G
2 25 B
6'
6'
11'-4"
-8"
F
-8"
T-9"
C 25'-2"
E
9-78'-10" 8-78'-11"
34
G
1719
B
13'-812,_8"
34
G
1 21
B
17'-18'x"
34
G
25'
2 23 B
34
G
2;:;:2-6B
7'
C 23'-3"
E
8'
8'-6"
9'-0" 8'-11^
35
G
17
B
12'-10"-
35
(j
19
B
16'-8"
35
G
21 B 23'-7"
35
G
23 B
8'
8'-4" 8'-0"
18
11 10
21
15-5"
23 E 21'-9"
26 E
9'
7'-7"
8'-87'-10" 8'-57'-11"
37
G
1719
B
12'-111-2"
37
G
20
B
15,-84'-8^
37
G
22'-3"0'-8"
2124 B
37
G
9•
2
E
10'
6'-9"
8'-0"7,-2" 8'-0"7,-6"
38
G
1 20
B
11'-810,_7"
38
G
z 22
B
14'-13'-8"
38
G
z B 21'
38
G
10'
24 E 19'-8"
K2F
11'
6'-2"
7'-8" 7-7"
39
G
18
B
10'-110'-1a
39
G
120_
B
14'-13,-2•
39
G
22 B 20'-l"8,_7a
39
G
11'
, "
6 -6 7'-2'
20
5 E
12'
7'_0" 7'-4"
39
G
18
B
10'-6"
39
G
21
BM1"V'
39
G
22 B 19'-
39
G
12,
S'-8"
6'-0" 6'-10"
20
9'-8 "
23
25 E 17'-9"
13'
V-2"
8'-6"5,�" 7'-0"8'�„
40
H
1
B
10-19,_3^
40
H
2123
B
40
H
2 B
H
228 E
13'
26
E18-840
25
F
6'-0"5r6 95'10"
41
H
1 20
B
-8'-11"
41
H
2124
B
41,
H
7
z26 B
41
H
229
14'
14'
4'-10"
E 16'-5•
JE
d�"
42
H
1 20
-8$a
42
H
2124B
42
H
23 B 1715'-11.,
42
H
26
15'
15'
4'-6"
�.
B
26 E
9
+► 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 AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT_ 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. ES. EVALUATION
DRAWN BY: E.N.E.N
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
po9T 6PACINo TABLE
LIVE LOAD •
10, 20 6 So pat
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DRAW 1nr.
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIZ WIND •
8289 ALPINE AVE., SACRAMENTO. CA 95828
SHEET 17 OF 33
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
f 0 N LL 80 MPH
g0,100 & 110 MPH
(818) 452-7021 FAX403-1619 eelea®duraWm.eom
10# L.L. 100 MPH FREESTANDING & ATTACHED
SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL 8 ASSOCIATES, INC.
ealD
POST SPACINO TABLE
6.5" ROLLFORM /
4" I -BEAM
4.5" / MAG GUTTER
DATE: 1/11!2011
3" SQ. STEEL BEAM
7" I -BEAM
}
DURALUM PRODUCTS, INC.
MAG BEAM
ER-
SCALE: NONE
AND ATTACHED
HORIZ WIND"
8288 ALPINE AVE. BACRAMENTO, CA 95826
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAXPOST
FREESTAND
ATTACHED
� o_
MAXCOL.
�;
SPACING
ON SLAB�t
SPACING
SPACING
SPACING PAN)
(SPAN)
NG'
POST
MIN.
POST
MIN.SPACING
POST
POST
POST
POST
�G'
FTG.
FTG. MIN.
TYPE
('IN)
IPOST
TYPE
(N�'
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
( )
TYPE
(M")
TYPE
(IN')
POST
TYPE
(IN')
POSTMIN.
TYPE
POST
(IN') TYPE
4'
17'-0"
13'-0"
30
G
17
B
15'-5"
30
G
17
B
13'-1
3U
G
17
B
11'-1" •
30
G
16
B
26'-0"
34
G
21
B
11'-11"
18
13'-11"
19
12'-5"
18
10'-5"
17
23.5"
23
S'
13'-7"
11'-9"
31
G
17
B
13'-1
31
G
18
B
12'-4"
31
G
18
B
10'-4"
31
G
1 B
B
23'-3"
33
G
22 B
10'-8"
19
12'-5"
20
11'-2"
19
9'-8°
18
2 V -W
24 E
6'
11'-4"
10'-9" „
33
G
18
B
12'-T , „
33
(�
19
B
11'-3"
33
G
18
B
9'-8"
33
G
17
B
21'-3"
33
G
22 B
9'-9
19
11-4
20
9'-9"
19
,_ „
9 1
19
19'-2"
24 E
7'
9'-8"
10'-0"
34
G
18
B
11'-8"
34
G
19
B
10' 5"
34
G
19
B
9'-3"
34
G
18
B
19'-8"
34
G
23 B
8'-4"
19
10'-6"
21
8'-4"
19
, „
8 -4
19
1 T-9"
25 E
8'
8'-6"
s' 4^
35
G
19
B
10'-1 ' „
35
G
20
B
9'-9"
35
G
19
B
8'-10"
35
G
18
B
18'x°
35
G
23 B
7' 4°
19
9'-8
21
, ^
7 -4
19
7'-4°
19
16'-7"
26 E
9'
T-7"
8'-9"6,-6"
37
G
191
B
10'-38.7°
37
G
2 21
B
9' 3"
37
G
191
B
8'-5"
37
G
191
B
1 i'-45.8"
37
G
2 E
g
g
6'-8°
g
26 F
10'
6'-9"
8-4-
38
G
19
1919
B
9'-4"7,-9"
38
G
20
B
8'
38
G
19
B
8-0-
38
G
1919
B
16' 4,-10"
38
G
312-64 E
21
5'-10"
9
'-10"
F
11'
11'
6'-2„
7'-9"
39
H
1919
B
8-5-
39
H
20
B
7'-9"5'-q
39
H
1919
B
7-8-
39
H
1919
B
15'8"�_2"
39
H
2 E
,„
'_1„
21
27 F
12'
S'-8"
7'-14'-10
39
H
1919
B
7'-95,_5„
39
H
20
B
-
-
-
-
-
71-1
39
H
191
B
15' 3'-6"
39
H
2 E
21
q'-10
s
27 F
13
5 -2
6'-7"
40
H
19
B
7'-2"
40
H
20
B
-
-
-
-
-
6'-7"
40
H
19
B
14'-5"
40
H
25 E
4,
1 g
6,5„
21
4,_6"
1 g
13'-0"
28 F
14'
4'-10"
6'-14.2„
41
H
1919
B
6'-8 5,5"
41
H
2
B
-
-
-
-
-
6'-14,-2„
41
H
1919
B
13' 11"
41
H
276 E
[E&i"g,_,^
21
28 F
15'
4'-6"
5_6z�"
42
H
1914
B
42
H
20
B
-
-
-
-
-
5'-8"
42
H
19
13'-5"
H
26 E
1
42
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 AND DEPTH 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
FOOTNjjOTE: jj"SAMPLE"
FIGURE INDICATES EXPOSURE B ��
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. E S. EvawanoN
DRAWN 8Y: E.N
TOM CAMPBELL 8 ASSOCIATES, INC.
ealD
POST SPACINO TABLE
LIVE LOAD"
PATIO CO SYSTEM AS FG. BY:
REPORT NUMBER
DATE: 1/11!2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 d 30 pal
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
AND ATTACHED
HORIZ WIND"
8288 ALPINE AVE. BACRAMENTO, CA 95826
REVISED BY:
RANCHO CUCAMONOA, CA (881) 741-2107
1041-1. 100 MPH
80,100 8110 MPH
(978) 452-7021 FAX 403-1519 aalaa®dumlum.cm"
SHEET 18 OF 33
10#
L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL $ ASSOCIATES, INC.
SOLID
POST SPACING TABLE
DBL. 2"x6.5"x.032" BEAM /
DBL. 3x8"x.042" BEAM
3"x8" BEAM WINSERT
DBL. 3"x8" BEAM
DATE: Ill 112011
SCALE: NONE
>
FREESTANDING
AND ATTACHED
3"x8" BEAM
8288 ALPINE AVE., SACRAMENTO, CA BSB2B
EACH w/ A 3"x8" STL. INSERT
REVISED
1%
MAX.COL.
ATTACHED FREESTAND ATTACHED
MAXPOST
g
MAX.POST MAX.POST FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
m0
U,
H 3
SPACING
ONSLAB*
SPACING SPACING
FOR DBL. FOR 3" x 8' FTG. MIN.
S SP�ANNG
(
ACING
SPAN)
FTG MIN. 8PACING FTG.MIN. TTG MIN.
In—
aa 3
F
TTG
MIN.
FTG.
POST
TTG'
FTG
MIN.
T
2'x8.5'x.032" BEAM (IN.) TYPE
(IN.)
POST
TYPE
(11
TYPE
(IN.)
OST
TYPE
(IN)
TYPE POST
�N') POST TYPE (SPAN) (IN.) TYPE (IN') TYPE
4'
17'-0"
12'-211-0 12111'_1^ 30
G
1618
B
17'-5�5,-9"
30
G
1 ZO
B
22'-8-20'-5"
33
G
20 B 32'-0*
36
G
22
B
4'
-11"
4
5'
13'-7"
10-11" 11'-0" 31
G
17
B .
15'-7"
31
G
19
B
20'-3"
32
G
21 B 28'-8"
35
G
23 B
5,
9'-10" 9'-11"
18
14'-1"
21
18'-3 ^
23 5-10 "
25 E
6'
11'x"
10'-0" 10'-1"
33
G
17
B
14-3"
33
G
19
B
18'-6"
33
G
21 B 26'-2"
34
G
24 B
,
6
s' - o" e'-1 ^
1 s
12'-10"
21
16'-8"
23 C 23'-7"
26 E
7'
9'-8"
9'-3" 9'-4"
34
G
12o
B
13'-11
34
G
20
B
17'-1 S'S"
34
G
22 B 24'
34
G
24 B
7'
8 -4" 8 -5"
-11 "
2
24 C 1'-10"
7 E
81-8" 8'-9° 35
G
18
B
12'-4"
35
G
20
B
16'-0"
35
G
22 B 22'-8"
35
G
25 B
8'
7'-s" 7'-10"
20
�_I.
1122
14'-8"
24 E 20'-5"
27 E
9'
7'-7"
8'-2" 8 -3"
37
G
19
B
11'-7"
37
G
21
B
15'-1 "
37
G
23 B 21'-4"
37
G
25 E
9.
7 -2 7 -5 "
"
20
10-6 "
3
.
13-8
25 E 19 . "
26 F
10'
6'-9"
7'-9" 7'-10"
38
G
19
B
11'-0"
38
G
21
B
14'-4^
38
G
23 B 20'-3"
38
G
26 E
10'
6�-0• W-9•
20
9'-1t^
3
2'_11"
25 E t8'_3^
28 F
11'
6'-2"
7'-5"
39
H
1
B
10'-6"9,-6"
39
H
2
B
13'-82.4"
39
H
23 B 19'�7,_5"
39
H
2629 E
11,
.-11" g._2^
20
24
6 E
F
12'
5'-8"
6'-6" 7--1"
39
H
1
B
10'-1 9._1.
39
H
2
B
13-1'-10"
39
H
24 B 18'-6"
39
H
2 E
12'
5.-5" 5-8"
20
24
g E 8'-8"
29 F
13'
T-2"
6'-0' 6'10"
40
H
2
B
9'-8"
40
H
22
B
12'-11.4"
40
H
2 B 17'-96.-0.
40
H
27 E
13'
S -o^ 5'-3"
20
8.9"
24
28 E
30 F
14'
4'-10"
5'-7" 6--7"
41
H
2 20
B
9��"
41
H
B
12 - 0,-11 °
41
H
7 -
2 27 B
41
H
r27__
4 s" 4 -10"
8._5"
025
E 5.-0"
30
15'
4'-6"
5'-2" 6'�^
42
H
2
B
9'-0"
42
H
B
11-80,_7"
42
H
25 B 18'14._11.
42
H
2 E
15
4.4" 4._g"
20
g._1"
7 E
30 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 AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 5" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHIT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. E.S. EVALUATION
DRAWN BV: E.N.
TOM CAMPBELL $ ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE Lpgp .
20 30
PATI COVER SYSTEM AS MFG. By:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: Ill 112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
FREESTANDING
AND ATTACHED
10, 6 pet
WIND •
8288 ALPINE AVE., SACRAMENTO, CA BSB2B
ER-
REVISED
RANCHO CUCAMONOA, CA (Bs1 741.2107
)
104L.L. 100MPH
0.100HORL
80,1008110 MPH
(878)462.7021 FAX 4011618 ealee®durelum.mm
SHEET
10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
6.5" ROLLFORM /
4" I -BEAM
4.5" / MAG GUTTER
3" SQ. STEEL BEAM 7" I -BEAM
REPORT NUMBER
DATE' 1/112011
SCALE: NONE
MAG BEAM
FREESTANDING
10, 20 Q 30 pd
OURALUM PRODUCTS, INC.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAXPOST
FREESTAND
ATTACHED MAX.POST
FREESTAND
ATTACHED
D_
MAX.COL.
3.
SPACING
ON SLAB*
(SPAN)
(PCG
(SPRING
FTG MIN. SPACING
FTG.
POST
FTG.
MIN.POST
FTGT-M
OST
FTG'
POST MIN.S(SPANO
FTG'
POST
FTG.
POST
FTG
MIN.
FTG
MIN.
FTG MIN.
TYPE
(IN')
TYPE
(IN'YPE
(IN.)
TYPE
(IN')
TYPE
(IN')
TYPE
(IN')
POST
TYPE
POST(SPAN)
(IN.) TYPE
(IN,)
TYPE
(IN.) TPOST
YPE
4'
17'-0"
12 gip'
30
H
1719
14'-92-s,
30
H
18
B
13'x';,-2^
30
H
1819
B
10'-90.1"
30
H
1719
B 24'-21'-0"
30
H
2224
-8^
u
B
5'
13'-7„
11'-39
31
H
1819
13'-���-2^
31
H
1 21
B
11'-19,x»
31
H
1819
B
10'-09,_2»
31
H
17
B 22'-;8,-9"
23 B
4"
9
31
H
24 E
6'
11'-4"
10'
33
H
1919
B
12'-10,_2^
33
H
2 21
B
t o'-
33
H
1919
B
9 -57'-10^
33
H
18
B 20 -17.2»
33
H
23 B
-10"
7'-10"
9
E
7'
9'-8"
9'-7"8,_8»
34
H
19
B
11'-29
34
H
2 22
B
1 o' -o"
34
H
1919
B
8'-118,_8»
34
H
1919
B 18'
34
H
2 2s B
9
-5"
_8»
151-11"
E
8'
8,�»
8'-95'-10"
35
H
1919
10'-58�-9"
35
H
2122
B
8'-95'-10"
35
H
1919
B
8'-75'-10"
35
H
is
B 1T14'-10,
35
H
2426 B
9
E
9'
7'-7"
7'-105,-2"
37
H
1919
B
9'-67'-10"
37
H
2122
B
7'-105,_2»
37
H
1919
B
7'-105,_2»
37
H
1919
B 16'-;4,_0»
H
25 E
37
7 F
10'
6'-9"
7- 0"4,_8»
38
H
1919
B
8'-s"7,_0»
38
H
2122
B
7'-0"4,-8"
38
H
191
B
7'-0
38
�..�
19
B 15'9"-
38
H
25 E
g
e.
9
'_3»
27 F
11'
6'-2»
6'-5" »
39
H
19
B
7'-9" »
39
H
21
B
6'-5"
39
H
19
B
8'-5"
39
,
19
B
39
H
26 E
19
6'-5
22
q'_3 »
19
q'_3»
19
8"
28 F
12'
S'-8"
5'-10"
39
H
19
B
7'-1"
39
H
21
B
-
-
-
-
-
5'-10"
39
H
19
14'-4"
B
39
H
26 E
3'-11»
19
5'-10"
22
3'-11"
19
12,_1»
28 F
13'
5'-2»
5'-5 3.7»
40
J
1919
$
6'-7 5'-5"
40
f
2122
B
-
-
-
-
-
5'-5 3�-�
40
J
19
B 13�
40
J
2 E
9
11'-8"
29 F
14'
4'-10"
5'-0"
41
B
6'-1"
41
J
21
B
-
-
-
-
-
5'-0"
41
19
13'-4"
B
27 E
3,�»
rg
5'-0^
22
3,�»
19
11'-3"41
29 F
15'
4'-6»
4'-8"3,-1^42
J
B
5'-a"4,_8»
42
J
2122
B
-
-
-
-
-
4'-e"�, �"
42
19,q
B 12-, 0",^»
42
2 �. E
* 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
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE' 1/112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 Q 30 pd
OURALUM PRODUCTS, INC.
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
10 NNL rr 1A 0 MPN
_R,7 -WIND"
90,100 d 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 35328
(918) 452-7021 FAX 4011619 ealat®Auralum.ean
SHEET 20 OF 33
10#
L. L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B &
C
SOLID
POST SPACING TABLE
LryE LOAD •
10, 20 a 30 pN
DBL' 2"x6.5 x."032" BEAMIf
DBL. 3x8"x.042" BEAM
3"x8" BEAM WINSERT
DBL. 3"x8" BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
>
IPATIO
8288 ALPINE AVE., SACRAMENTO, CA 86826
'"
ER
REVISED BY:
EACH w/ A 3"x8" STL.
ATTACHED FREESTANO
INSERT
So
(818) 452-7021 FAX 403.1518 "alae uralum.°9m
FREESTAND
ATTACHED
FREESTAND
ATTACHED
MAX
MAXPOST MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
MAXP08T
°D
.COL.
SPACING
ON SLAB
SPACING SPACING
FOR DBL. FOR6•
SPACING
(SPAN)
SPACING
(SPAN)
MIN. SPACING MIN.
POST(SPAN) POST
59 3
MIN
MIN.
FTG
MIN.
MIN.
(ANG
MIN.
POS
MIN.
T
*
2-x6.5'x.032' BEAM
(N.)
POTS
i N.
POST TYPE
(N)
POPE
(NG
TYPE
(N.) (NO TYPE
(N� TYPE
11'-8°9.-8" 11l-10 o
30
H
1715
16-8'4,-1"
30
F'1
1
B
21'-8'8.x"
32
�
B 30'
2123
35
H
2 25 B
4'
4'
17'-0"
p"
21
.. 5'-11^
10'-58'-10" 10'-7'8,-11"
31
H
1819
B
14'-1;2,-7•
31
H
2
B
19'-;6.-5"
31
�
2 B 27'-23,-2"
34
H 124
B
5.
5'
13'-7"
21
23
6 E
9'-7" 9'-8"
33
H
18
B
13'-8"
33
H
20
B
17'-9"
33
H
22 B 25'-1"
33
H
25 B
6.
6'
11'-4"
- "
8 1 8'-2 "
20
11'-6"
22
14'-11 "
24 C 21'-2°
27 E
8'-10" 8'-11"
34
H
1
B
12'-71
34
H
2123
B
16'.5"
34
H
23 19'-7°
2 25 B
34
H
2 28 B
7.
7'
9'-8"
7.-5° 7 -6"
20
p,-0.
3'-10^
C
E
8'-3" 8'-4^
35
H
20
B
11'-1 °
35
H
2t
B
15'-4"
35
H
23 B 21'-8"
35
H
26 B
8,
8
81-60
7'-0" 6'-10"
21
10 -0"
23
12'-11"
25 E 18'-4 "
28 E
7'-10" 7'-10"
37
H
20
B
11'-2"
37
H
22
B
14'-6"
37
H
24 B 20'-6"
37
H
27 E
9'
6'-1"
21
9'-5"
24
12'-2"
28 E 17'-3"
29 F
7'-6"
38
H
2
B
10'-78'-11
38
�"�
22
B
13'-9;
38
�.
2 B t 9'
38
H
2 29 E
10'
5'-11 ° 5'-5°
21
•
4
-7..
26 E t 6'-5"
F
8'-0' 7-1"
39
H
20
B
10'-1"
39
H
23
B
13'-1"
39
H
25 B 18'-6"
39
H
28 E
11'
5'�" 4'-11"
21
8'-6 "
4
11'-0"
27 E 15'-7"
30 F
V1215'41
5'-11 6'-10"4•-6"
39
H
2 21
B
9'-8"
39
�"�
2
B
39
H
7,
2 27 B
39
H
28 E
12-
4'-11.
8.-2"
25
E 4'-11°
0 F
5-0" 6.-3"
40
2
B
9•_3..
J
2 25
B
m
40
J
17-04-4"
227 B
40
J
2 3 E
13'
4,-6" 4•-2°
.�
21
_10"
.40
E
F
5'1" 5'1041
J
2
B
8'-11"7.-6"
41
J
2
B
41
J
6 3.-10^
2 28 B
41
J
2 31 E
14'
25
9'-9"
E
F
2�
8 �7"
42
J
2 2B
B
11'-29,_5.
42
J
15 �
2 28 B
42
J
2 31 E
15'
�� , , ° �,_A"
42
J
,
B
T._3.
E 3.-4"
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
cur 4A cnD ATTecucn A CWT 9R FnR FRFFSTAMnING
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LryE LOAD •
10, 20 a 30 pN
COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: Ill 1/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORU:. WIND "
IPATIO
8288 ALPINE AVE., SACRAMENTO, CA 86826
SHEET 21 OF 33
ER
REVISED BY:
RANCHO CUCAMONGA. CA (851) 741.2107
10 K L.L. 110 MPH
80,100 d 110 MPH
(818) 452-7021 FAX 403.1518 "alae uralum.°9m
20#
L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR
LESS EXP.B&C
SOLID
POST SPACING TABLE
LIVE LOAD -
6.5" ROLLFORM /
4"
I -BEAM
4.5" / MAG GUTTER
3" SQ. STEEL BEAM
7" I -BEAM
10.20630 pet
DURALUM PRODUCTS, INC.
MAG BEAM
E
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIZ. WIND.
828Y ALPINE AVE. SACRAMENTO, CA 06828
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
m o_
MAX.COL.
co
3
SPAING
ON SCLABw
(SPAN)
NG
(SPAIN)
ING
PCAN)
(SPANG
SPACING
(SPAN)
POST
POST
POST
�'
MIN.
FTG.
FTG
FTG.
FTG.
LNG'
(
(IN.)
(INS
(IN.)
POST
(IN.)
({p
POST
(IN.)
)
POST
ON.)
PN')
POST
JMK
(1N')
POST
(IN.)
POST
(IN.)
POST
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
4'
8'-11-
101-51, ,_9"
30
H
1618
g
12-2-
30
H
1719
g
1o' -;p_2.
30
H
1719
g
9'-s"9,_1"
30
H
1s18
g
20' 6"
31
H
2 23
F
-a"
2"
5'
7'-1"
9'-4"
31
H
17
B
10'-11"
31
H
18
B
9'-9"
31
H
17
B
8'-10"
31
H
17
B
18'-4"
31
H
21
F
8'-8•
19
10'-1"
20
9'-1•
19
8,4.
19
17'-2„
24
8'
S'=11"
8'_6.
33
H
18
B
9'-8" "
33
H
18
B
8'-11"
33
H
18
B
8'-2"
33
�„�
17
B
16'-9"
33
H
22
F
7'-10"
19
8'-5
20
7'-10"
19
7'-8"
19
15'-8"
24
7'
5'-1"
7'-10"
34
H
18
B
s'-3.,
34
H
18
B
g'_3.,
34
H
19
B
7'-7"
34
H
19
B
15'-8"
34
H
22
F
6'-8"
19
7'-3"
20
6'-8"
19
6'-8 "
19
14'-6.
25
8'
4'-5"
7-45'-10"
35
H
1819
g
7'-3"6,�.
35
H
18
B
7'
35
H
1919
g
7'-15'-1o"
35
H
1819
g
14'-83-6"
35
H
2
F
0
V_10^
26
9'
3'-11"
6'-115,_2"
37
H
1919
B
6'-5 s
37
H
1 20
B
7'-3"
37
H
1919
B
6'-8.5.-2"
37
H
1819
B
13'-82.9.
37
H
23
F
_7.
5,_2.
6
10'
3'-6"
6'-7-a,_8.
38
H
1919
B
5'-9"5,-1"
38
H
120
B
8'-114,-8.
38
1919
B
6'-4a,_8^
38
H
1919
B
13'-02,_1„
38
H
2427
F
11'
3'-2"
6'-3"
39
J
19
B
5'-3"
39
J
18
B
6'-5"
39
J
19
B
6'-0"
39
J
19
B
12'-4"
39
J
26
F
a'-3•
1 s
r
20
4'-3-
19
4.3.
1 s
11'-4"
28
12'
-
5'-13
39
J
1919
B
4'-10"
39
J
18
B
5'-10"
39
J
19
B
5'-9"
39
J
19
B
11'-10"
39
J
25
F
=11 ^
at2^
20
3,_11"
19
3'_11^
1g
10'-5"
27
13'
-
5'-5
40
J
1919
B
4'-5"
40
J
18
B
5'-5"
ao
J
19
B
5'-5-
40
J
19
B
11'-0"
ao
J
25
F
3,_7.
3'-„”
20
3'-r
1s
3'-r
1s
9'-7"
27
14'
-
5'_0„
41
J
19
B
4'-2"
41
J
18
B
5'-0"
41
J
19
B
5'-0"
41
J
19
12191
B
10'-2"
41
J
25
F
3'. 4 "
19
3,_7.
26
3��^
19
3��^
8'-1 v
27
15,
-
4-8"
42
J
19
B
3'-10",
42
J
18
B
4'-B"__-42
J
19
B
4'-6"
42
J
19
B
9'-6"
42
J
F
, .
3-1
19
3-4 .
20
3'.1^
19
3'.1^
19
R� d^-2-557—
+► 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 S' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B jj
FIGURE INDICATES EXPOSURE
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
TOM CAMPBELL 3 ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
FDDA-Tr','."�E.N.
011
10.20630 pet
DURALUM PRODUCTS, INC.
REPORT NUMBER
E
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIZ. WIND.
828Y ALPINE AVE. SACRAMENTO, CA 06828
ER
:
RANCHO CUCAMONOq CA (931) 717-2107
20 M L.L. 110 MPH
80,1008110 MPH
(p18)462.7021 FAX 403-1618 saN.�du,alum.00m
SHEET 22 OF 33
20#
L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL
DBL. 2^x8.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM WINSERT
3"x8" BEAM
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
5p
MAX.COL.
MAX.POST MAX.POST
FREESTAND
ATTACHED
m
SPACING
ON SLAB*
SPACING SPACING
FOBEAM B
SPACING
(SPAN)
SPACING
(SPAN)
MIN.
POST
MIN.
G.MIN
MIN.
POSTTYPE
SIN)
NqN.
MIN.
POST
2x8 b"x 032"
(NG
(NO
TYPE
(IN)
TPOiT
YPE
(IN.)
l�YPE
(IN.)
4'
8'-11"
9'-8" 9'-9"
30
H
18
B
13'-9"
30
H
18
B
17'-10^
30
20 C 2
9'-0° 9,_1"
18
12'-10"
20
18'-8"
22 . . E
5'
7'-1"
8'-7" 8'-8"
31
�-
1719
B
12'-4'�,-6"
31
H
1
B
16'-04'-11^
31
H
2 C 2
.
g,-1" g,_1"
21
,
23 E
6'
T-11"
33
H
1719
B
11' 3"
33
H
1921
B
14'-;'3
33
H
2123 C 2
V-11„
7,-0" 7�-5"
"
E
T
5'-1"
6'-11"8-0° T-4°8'-10"
34
H
1
B
10'-59,_9„
34
H
2
B
13'-62.7"
34
2124 C 1
20
22
E
8'
4'�"
6'-1 ° 8'-10"
35
H
1 20
B
9'-9"
35
H
2
B
12'-8-10"
35
H
2 E 1
,-3"
9,-1"
23
25 E
9'
3'-11"
5,_5" 8'-6"
37
H
[1-82—o
B
9,_2,.g�_7.
37
H
2123
B
11-."
37
H
22 E 1
4'-8" 5'-11"
5 E
10'
3'-6"
4'-10"4,-3' 6'-1"
38
H
1
B
8'-8"
38
H
2123
B
11'
38
H
23 E 1
5'-4"
20
g,_1.
10'-7"
25 F
11'
3'-2"
a'-5° 5'-7"
39
J
1 20
B
8'-3"7,-9"
39
J
2124
B
0-9p,_1"
39
j
2 E 1
'_10" 4'-10"
26 F
4'_p" 5'-1"
39
J
B
7�-11 �,_5„
39
J
2 24
B
10
39
J
? E 1
12'
-
3'-6° 4,-5"
-1-92o
9,_8°
28 F
13'
-
3 -9" 4,_g"
40
J
1
B
7'-8"
40
J
2
B
9'-119,_3^
40
2 E 1
3'-3° a,_1"
20
7,_1.
24
.� .
27 F
5" 4��"
41
J
1 20
B
7'�
41
J
2
B
9'-78'-11"
41
J
1
2 27 E
1d'
'-0" 3'-10"
8'-10^
25
F
15,
_
LY -43-4'-1"
42
J
1 20
B
7'-1 "8,$"
42
J
225
B
9'-3"8
42
J
24 E 1
10" 3'-7„
-7"
7 F
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
\
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8- EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
RuT V1 Rf1R ATTACWFO A SWT_ ?5 FnR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B —}� ,I
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
12' OR LESS EXP.B&C
EACH w/ A 3"x8" STL. INSERT �
5�
MAX
.POST FREE$TAND ATTACHED G
SPACING FTG MIN. FTG.POST
MIN.
(SPAN) (IN.) POST TYPE (IN.) TYPE
5'-3" 33 H 22 F 4'
23'-7" 25
2'-7" 32 H 23 F 5'
21'-1" 25
01-8° 33 H 23 F 6'
19'-3" 26
34 1 H 24 F 7'
r -1o" 27
7'-10" 35 H 25 F 8'
18'-8" 28
6'-10" 37 H 25 F 9-
6-0-
28
6- ,
38 H 29 F 10
39 J51-3" 126
29 F 11
T--7-- 39 J 126
9 F 12'
e
3'-11 40 23o F 13'
,°
3 -627
12'_7" 41 J 30 F 14
312.2 42 23, F 15'
I.C.C. E.S. EVALUATION DRAWN BY: EN. TOM CAMPBELL & ASSOCIATES, INC. I SOLID POST SPACING TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY:
DATE: 1H 1@011 10, 20 a 30 psi DURALUM PRODUCTS, INC.
REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING HORIZ. WIND" 8289 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 23 OF 33
ER- SCALE: NONE RANCHO CUCAMONOA CA (951) 741-2107 AND ATTACHED 801100 8 110 MPH1(916)452-7021 FAX 4031519 seks®AweNm.mm
REVISED BY: 20 0 L.L. 110 MPH
I.C.C. E.S. EVALUATION DRAWN BY: EN. TOM CAMPBELL & ASSOCIATES, INC. I SOLID POST SPACING TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY:
DATE: 1H 1@011 10, 20 a 30 psi DURALUM PRODUCTS, INC.
REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING HORIZ. WIND" 8289 ALPINE AVE., SACRAMENTO, CA 85828 SHEET 23 OF 33
ER- SCALE: NONE RANCHO CUCAMONOA CA (951) 741-2107 AND ATTACHED 801100 8 110 MPH1(916)452-7021 FAX 4031519 seks®AweNm.mm
REVISED BY: 20 0 L.L. 110 MPH
30#
S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
6.5" ROLLFORM 1
411
I -BEAM
4.51
MAG GUTTER
3" SQ. STEEL BEAM
7" I -BEAM
10, 20 6 30 pit
DURALUM PRODUCTS, INC.
[916),052-7021
MAG BEAM
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
30 # LL. . 110 MPH
HORIZ. WIND "
B0, 100 8 110 MPH
259 ALPINE AVE., SACRAMENTO, CA 95825
FAX 403.1519 selee®dumtum.00w"
MAX POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
rj
MAX.COL.
a�
SPACING
ONSLAB*
(SPAN)
(SPAN)
S AN)
SPACING
(SPAN)
SPACING
(SPAN)
NG'
POST
POST
POST
POST
FTG'
POST MIN.FTG'
POST
FTG
MIN.
FTG.
MIN.
FTG.
MIN.
FTGPOST.
MIN.
( LPOST
TYPE
(LNG'
TYPE
(LNG'
TYPE
(LNG'
TYPE
)
TYPE
((N')
TYPE
(IN')
TYPE
(IN.
TYPE
(IN.)
TYPE
(IN.)
TYPE
4'
6'-2"
9 0"
30
16
B
10'-7"
30
16
g
9'-5"
30
16
g
8'-7"
30
J
15
B
17'-9"
30
J
20
F
8'-7"
18
9'-10"
18
,
9 -0"
18
,
8 -3"
17
16'-11"
22
5'
4'-10"
8-1" , „
31
16
B
8'-8"
31
17
g
8'-5"
31
J
16
g
7'-9"
31
16
B
15'-11"
31
20
F
7 -8
18
7'-11
18
, "
8 -1
19
, "
7 -5
18
15'-2"
23
6'
4'-0"
7 �^ , "
33
17
B
7 �'
33
17
B
7 -9•
33
17
g
7'-1"
33
18
B
14'-6"
33
J
21
F
7 -0
19
6'-7"
18
7'-4"
19
6'-9"
19
3'-10"
24
7'
3'-6"
6'-10"
34
17
B
6'-3" , "
34
17
B
7.2"
34
J
17
$
6,_7e
34
J
17
B
15'-s"
34
21
F
6'-6"
19
5 -8
18
,
6 -8"
19
, "
6 -3
19
14'-6 "
24
8'
-
6 �"
35
J
18
g
5'-5•,_
35
17
g
8'-8"
35
18
g
6'-2"
35
17
B
13'-5"
35
J
22
F
5'-10•
19
4 11
18
,_ "
5 10
19
,
5 -10
19
12'-9"
25
g•
_
6-0^
37
18
g
4'-10•
37
J
17
B
6'-4"
37
18
g
5'-9^
37
18
B
12'-7^
37
2z
F
5'-2"
19
4'-5"
18
5'-2"
19
5'-2 a
19
12'-0"
25
10'
-
5,_ee
38
J
18
B
4'-4•
38
17
g
8'-0"
38
18
g
5'-s^
38
1s
B
11'-10"
38
22
F
4'-8"
19
3'-11"
18
d'-8"
19
4'-8"
19
10'-10"
25
39
J
18
g
3'-11"
39
J
17
g
5'-8"
39
J
19
B
5'_3e
39
J
18
B
10' 9"
39
J
22
F
19
3'-7 "
18
4'-3"
19
4'-3 "
19
9'-9"
25
12'
-
5-2-
-23'-11•
39
J
1919
g
3'-7"3,_3"
39
1718
B
5-53'-11.
39
J
1919
g
5'-0"
39
J
18
g
�'-9"
39
22
F
.�
3'-11 "
19
8'-10"
25
13'
-
5-0-
40
I<
1919
B
3'.4'
3'-�
40
K
1718
g
5'-3'3,-7^
40
K
1919
$
4'-10"
40
K
19
g
40
K
22
F
3,-0e
3'-7'
19
14'
-
4'-10"
41
K
1919
g
3'-12'-10"
41
K
1718
g
5'-0"�,�"
41
K
1919
g
4'-8",,�^
K
19
B
%(
22'�
,�.
41
s
,,_Q.
41
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 —a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/1 VPOt i
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 30 pit
DURALUM PRODUCTS, INC.
[916),052-7021
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
30 # LL. . 110 MPH
HORIZ. WIND "
B0, 100 8 110 MPH
259 ALPINE AVE., SACRAMENTO, CA 95825
FAX 403.1519 selee®dumtum.00w"
SHEET 24 OF 33
30#
S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
90 MPH
100 MPH
110 MPH
TYPE
DBL.2"x6.5"x.032" BEAM
DBL. 3"x8"x.042"BM
3"x8"
BEAM WINSERT
3'-4" SO x
DBL. 3"x8" BEAM
4'-0" SO x
18 DEEP
18 DEEP
18 DEEP
OR 3"x8"BEAM
4'-0" SO x
4'-7" SO x
5'-0" SO x
4'
6'-2"
8'-4^ e' S"
30
EACH w/ A 3"x8" STL.
INSERT
>
Ill 1"
30
5o
MAX.COL.
MAX.POST MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHEDFMAX.POSTFREESTAND
212
ATTACHED
MAX.POST
FREESTAND
ATTACHED
fo�
SPACING
SPACING SPACING
MIN.
MIN.
SPACING
MIN
MI
MW
MIN
SPACING
31
MIN.
1618
MIN.
3
31
12o
ON SLAB *
Yx8 5'x 032' FOR 3- B'
(IN.)
POST
(INC)
POST
(SPAN)
� N)
TYPE
N.
PTrPE(NG
6,_7" 7, 2^
P06T
(NG' i°�
(SPAN)
(IN.)
P�
(IN.)
POST
,rvac
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
cur 1n FOR ATTACHED & SHT. 25 FOR FREESTANDING
F 4'
F 5'
F 6'
F 7'
F 8'
F 9'
F lo,
F 11'
F 12'
F 13'
F 1a'
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
TYPE
EXB&C
TYPE
EXB&C
10' OR LESS
3'-4" SO x
3'-6" SO x
4'-0" SO x
18 DEEP
18 DEEP
18 DEEP
AND ATTACHED
30 # L.L. 1`10MPH
4'-0" SO x
4'-7" SO x
5'-0" SO x
4'
6'-2"
8'-4^ e' S"
30
J
1517
B
Ill 1"
30
1719
B
15'-6 4,_g„
30.
21'-
1 21 C
32
212
7'-11" 8._Orr
E 0'-10^
T-4" T-7
31
1618
B
10'-8 0,_2"
31
12o
B
13'10"'_2^
31
J
1 C 19'7"18'-8^
31
22
5'
4'-10"
6,_7" 7, 2^
22 E
6'
4'-0"
6'-1" 6'-11"
33
1618
B
9'-9°g,-3„
33
18
B
12'-82,_1"
33
J
17--117-0"
2022 C
33
22
5'_6° 8'-7°
E
7'
T-6"
5'-3" 6' S"
34
J
1719
B
9'-0'
34
J
1 21
B
11'-9"V-2
34
20 C 16'
34
J .
23
4'-9" 5'-11"
8,-7"
-2"
.�
23 E 15'-9°
19
8'
4'-7" 5'-9"
35
17
B
8'-5"
35
19
B
10'-1
35
J
21 E 15'-6°
35
J
23
3'-1"
4'-1^ 5'-2^
19
g,-0.
10'-5^
24 E
9,
_
4!-1" 5 -2"
37
J
17
B
7-11 °
37
J
20
B
10'-4"
37
J
21 E 14'-7"
37
J
24
'e
3'-8" 4'-8"
19
7'-7 "
22
9'-10"
24 E 3'-11"
10'
-
T-8" 4'-7"
38
17
B
7'-6"
38
20
B
9'-10^
38
J
22 E 13'-10"
38
J
24
3.�" 4,_2.
19
7'_2"
22
g,�.
24 F 13'-2^
11'
-
3'-4" 4'-2"
39
J
17
B
7'-2"
39
J
20
B
s -4^ "
39
J
22 E 13'-3^
39
J
25
T-0 3'-9°
"
19
6'-10 "
23
8'-11
25 F 12'-7°
3�_1 ° 3'-10"
39
J :
171
B
7-118
39
J
2123
B
8'11" -8,-0"
39
J
22 E 12'-82'-1 °
39
J
25
12'
-
2'-9" 3 �"
s
-7'
25 F
13'
-
2'-10" 3'_7"
40
K
1719
B
-7"
40
K
2123
B
8'-7"8r-2"
40
I<
23 E 12'-2"11'-7°
40
K
25
2,-6" 3,_2.
6,�.
26 F
2'-7" 3'-4"
41
K
17
B
r6'-4"
41
K
21
B
8 -3"
41
K
23 E ,_gr
41
K
26
14'
_
2'-4' T-0"
19
5'-11"
24
7'-11°
26 F 11'-2"
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
FESSIO�
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE i QQ� `
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
cur 1n FOR ATTACHED & SHT. 25 FOR FREESTANDING
F 4'
F 5'
F 6'
F 7'
F 8'
F 9'
F lo,
F 11'
F 12'
F 13'
F 1a'
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
10' OR LESS
3'-4" SO x
3'-6" SO x
4'-0" SO x
18 DEEP
18 DEEP
18 DEEP
AND ATTACHED
30 # L.L. 1`10MPH
4'-0" SO x
4'-7" SO x
5'-0" SO x
20' OR LESS
18 DEEP
18 DEEP
18 DEEP
FOOTNOTE: j'SAMPLE"
FIGURE INDICATES EXPOSURE B —1"�JL._
� �I
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
ES. EVALUATION
DRAWN 1112 E.N.
TOM CAMPBELL & ASSOCIATES, INC.
POST SPACWG TABLE
LIVE LOAD"
10.20 A 30 Pn
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
II.C.C.
REPORT NUMBER
DATE: 1/112011
I SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORIL WIND "
0209 ALPINE AVE.. SACRAMENTO. CA 9SB29
ER-
REVISED BY:
RANCHO CUCAMONOA, CA (951)741-2107
AND ATTACHED
30 # L.L. 1`10MPH
90.100 6 110 MPH .
(910)402-7021 FAX 403.1519 e"Ies@durelum.com
SHEET 25 OF 33
1 10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
* 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 S12E
MAY BE REDUCED e" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
m
No.3 91
F C
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. E.S. EVALUATION
DRAWN BY: E.N.
3" SO. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINS RT DBL. 3"x8" BEAM
LATTICE
POST SPAC9VG TABLE
5
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND FREESTAND 'ATT. FREESTAND
>
o
MAX.COL.
ATT. ATTACHED
MAX.POST MAX.POST MAX.POS7 MAX POST
5 0
°0
SPACING
ON SLAB *
SPACING MIN SPACING MIN SPACING SPACING MIN SPACING M SPACING MIN. MIN.
(SPAN) �G' FTG' FTG. FTG. FOR DBL. FOR 3' x 8' FTG• FTG. FTO FTG. FTG FTG.
m
RANCHO CUCAMONGA, CA 951) 741-2107
(
AND ATTACHED
1071 L.L. 90 MPH
(IN.) POST (SPAN) POST (IN.) 2W.5'x.032' BEAM (I►I•) POST (SPAN) POST (SPAN) POST POST
ON-) (�) (IN.) ON.) ()N.) (IN.) (IN.)
289 ALPINE AVE., SACRAMENTO, CA 9SS26
FAX 403.1818 salso0dumli m corn
SHEET 26 OF 33
TYPE TYPE TYPE TYPE TYPE TYPE
4'
17'-0"
12'-;;1-9"
30
G
1213 20'-0�g,-1"
30
G
1416 14'-013'-4- 14'-2"13.6a
30
G
1214 26'-4'-10"
30
(�
1517 36,-35'-1"
37
G
1719 B
4'
5
13'-7"
11'-4"
31
G
12 17'-1 "
31
G
14 12'-6° 12'-8"
31
G
13 23'-3"
31
G
16 32'-1
36
G
18 B
,
5
0'-11"
14 17'-1"
18 11'-11" 12'-1"
15 22'-2"
18 31'-4^
20 E
6'
11'-4"
10'-80,4"
33
G
1315 16'-4;
33
G
1517 11-10,-11'. 11'-7;1,-0"
33
G
1315 21'20.-3"
33
(�
16 30'- 2B.-8"
35
G
1 21 B
6,
5.-7a
8
E
7'
9'-8"
10'-19
34
G
1315 15 14,-5"
34
G
1517 10'-7 10'_8 10'-2"
34
G
1415 19'-88'-9"
34
Cj
1 19 271 26'-6"
34
G
1 21 B
7,
_9°
0,-1 °
E
8'
8'-6"
9'-8' , ^
35
G
14 14'-2"
35
G
15 9'-11" 10'-0"
35
G
14 18'-5"
35
G
17 26'-0"
35
G
19 B
8,
9-4
16 13'-6"
18 9'-5" 9'-6"
18 17'-6"
19 24'-10'
22 E
9'
7'-7"
9'-3" , "
37
(�
14 13'-4"
37
G
16 9'-4" 9'-5"
37
G
14 17'-4"
37
(�
17 24'-6"
37
G
19 E
9,
9 -0
16 12'-9"
18 8'-11" 9'-0"
,
1.6 16-6'
20 23'-5"
22 F
10'
8'-9"
9-0"
38
G
14 12'-8"
38
G
16 8'-10" 8'-11°
38
G
14 16'-5"
38
G
18 23'-3"
38
G
20 E
10'
8'-8"
18 12'-1"
18 8'-5" 8-6
16 15'-8"
20 22'-2"
22 F
11'
6'-2"
39
G
15 12'-1° ^
39
(�
16 6'-5" " 8'-0"
-r-19
39
G
15 15'-8" "
39
G
18 22'-2"
39
G
20 E
11,
17 11-6
8 -1 8 -2 "
17 14'-11
20 21'-2"
23 F
12'
5'-8"
39
G
1517 11'-711Oa39
G
1719 8'-1" 8'-2°
39
G
1517 15 -04,�a
39
G
121 211
G
2 23 E
12'
®r
T_9a 7,-9"
20'-3a39
F
13'
5'-2"
40
H
15 11'-1"
40
H
17 7'-9° 7'-10"
40
H
.15 14'-5"
40
H
18 20'-5°,_"40
H
21E
13'
17 10'-T'
19 7'-2" T-6"
17 13'-9"21
19 5
23 F
14'
4'-10"
41
H
15 10'-8"
41
}-I
17 7'-4" 7'-7'
41
H
15 13 - 1
41
H :
191. 19 -8 "
41
H
21 E
14 ,
-S.
17 10'-2"
19 6 -8^ 7 -3
17 13'-3"
21. 18'-9
24 F
15'
a' -s"
7
42
H
1518 10'-4"
0 -4s'-10"
42
H
1 20 s'-10" 7 -4"
42
H .
1517 1312'-10"
42
H
1 21 19 -0'8,-1"
42
H
2124 E
15,
r - z^
6 -3^ r -o^
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 S12E
MAY BE REDUCED e" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
m
No.3 91
F C
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. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
LATTICE
POST SPAC9VG TABLE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/11/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 A 30 psi
DURALUM PRODUCTS, INC.
[916)452-7021
ER-
REVISED BY:
RANCHO CUCAMONGA, CA 951) 741-2107
(
AND ATTACHED
1071 L.L. 90 MPH
HORIZ. WIND"
80.100 & 110 MPH
289 ALPINE AVE., SACRAMENTO, CA 9SS26
FAX 403.1818 salso0dumli m corn
SHEET 26 OF 33
it
15-A I I Inn 1kAPW I`RI=F.qTANII R ATTA(:HF=MnPFN-1:ATTICF-PATIOS-12"OR"L-ESS—EXP.B_&-G7 1
* 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
rrwn a cur ec cno coccereunimr
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. E.S. EVALUATION
DRAWN BY: E.N.
STEEL BEAM DBL. 3"x8"x.042"BEAM DBL--2"-x&5"x 032" -BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
t OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
ICE TABLE
POST SLATTPACING
13
MAX.COL
_ _%
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST MAX.POST MAX.POST
5 C
o
0' §
ONACING SLAB -
SPACING SPACING
FTG MIN. FTG SPACING FTG MIN FTG. FOR DBL. FOR 3' x 8' FTG. MIN• FTG. SPACING FTG MIN. FTG. SPACING FTG MIN. FTGPOST. MIN.
(SPAN) POST (SPAN) POST
POST(��) OW
HDAIZ. WIND =
8208 ALPINE AVE.. SACRAMENTO• CA BSB2B
SHEET 27 OF 33
(IN,) TPOSTYPE (IN) (IN,) TYPE (IN.) 2'x8.5'x.032" BEAM (IN.) TYPE (8V.) (IN.) (IN.) (IN.) TYPE (IN') TYPE
k12
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
10 0 L L 100 MPH
80. 1008 110 MPH
30
(�
1314 19'-718'-6"
31
(�
1517 ,3111'-0° 13'-10'3'-1"
30
G
1718 25-24'-0"
33
G
1618 36-34'-0"
37
G
120 B
4'
4'
1T�0'
.
:
13
G
13 17'-6"
31
G
15 11'-11" 12'-5"
31
G
17 22'-9"
32
G
17 32'-2"
35
G
19 B
5'
5
-731
15 16'x"
17 9'-10" 11'-8"
18 21'-6"
19 30'-5"
21 E
33
(�
1415 16' 015.-1^
33
G
11'-4"10•-8•
1618 10'-109-0"
33
(�
1819 20'-99-7"
33
(�
1719 29
35
Cj
1 22 B
61
6'_t
f
27'-9"
E
9'-119.7"
34
G
1416 14'-104.-0"
34
G
1618 10'-1 ^ 10'-s"9
34
G
181'9 19'-18.2"
34
G
1820 27'-2'5.8"
34
G
20 B
7'
7'
9'-B"
8'-4" 11"
2 E
8
8-6 "
9'-6"
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'-1"
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 .
1719 8'-10" 9'-3"
37
G
1 ZO 17'-08,-0^
37
G
1 24'-0"22'-8"
37
(�
2123 E
9,
8'-10 "
17 12'-4"
8 -s"
7 -4 '
21
F
8'-108,_6°
38
1517 12'-51
38
(�
1719 8'-5" 8'-9"
38
G
19. 16'
,
38
G
1 21 z2' 2^1'-8°
38
G
2124 E
10,
10'
fi'-9"
G
t,_8"
7'-0" 8.-3"
21 15'-2"
E
8-7-
H
16
1818 11-111,_2.
39
H
17 8' " 8'-4"
39
H
20 164"14'-0.
39
H
1 21 21'-20,-6^
39
H
2124 E
11'
11'
6'-2" .
39
20 s' -s" 7'-11"
1
F
8'.3-
39
H
1618 11-410,-8^
39
f
18 7'-8" 8 -0^
39
H
2 0 14-8"1
39
H
s22 20'-9'g,-7^
39
H
2224 E
12'
12'
5'-8"
7, 9"
0 6,-4° T-7^
21 3' -to°
.
F
7'-117
40
H
1818 10'-100_3^
40
H
1 PO T-5" 7'-8"
40
H
2 14'-113-4"
40
H
20 19,18'-10^
40
H
2 E
13'
13'
V-2°
s"
8'-1"
22
2
25 F
7 7'
41
H
1618 10'-69'-11
41
H
1 7' -0j____ --j 7'-5"
41
H
2 22 1
41
H
2
41
H
2
14'
4'-10",
7'-2"
°
20 5'-11" 7'-O"
12,-10.
22 18'-2"
25
17'-4-
-46'-11
42
H
1719 10'-1 "9,-6"
42
H
12, s'-6" 7'-2"
42
H
2 13'
42
H
2022 18'7"
42
H
2 25
.15'
4'-6"
°
5 -8" s. 9"
22 12'-5"
7'-6"
* 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
rrwn a cur ec cno coccereunimr
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. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL B ASSOCIATES, INC.
ICE TABLE
POST SLATTPACING
LNE LOAD "
10, 20 8 30 pal
PATIO COVER SYSTEM MFG. BY:
N I
DURALUM PRODUCTS, NC.
NUMBER
i
DATE: 1111/2011
IREPORT SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND ATTACHED
HDAIZ. WIND =
8208 ALPINE AVE.. SACRAMENTO• CA BSB2B
SHEET 27 OF 33
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
10 0 L L 100 MPH
80. 1008 110 MPH
(816) 452.7021 FAX 403.1518 Bal"°�Eulalum.com
1 10# L.L. 110 MPH FREESTAND_& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B v
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. E.S. EVALVATION
DRAM BY: E.N.
3" SQ. STEEL BEAM DBL. TWN.042"BEAM DBI_.2"x6.5"x.032" BEAM 3-x8" BEAM WINS RT DBL. 3"x8" BEAM
LATTICE
POSTSPACOJOTABLE
}
PATIO COVER SYSTEM AS MFG. BY:
OR WWBEAM EACH w/ A 3"x8" STL. INSERT
REPORT NUMBER
i. o
MAX.COL.
MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX POST FREESTAND ATT. MAX POST FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST
5 0
m -
3
SPACING
ON SLAB*
SPACING SPACING
SPACING FTG MIN FTG SPACING FTG MIN �G, FOR DBL FOR 3'x8' FTG. MIN. FTG SPACING FTG MIN FTG SPACING FTG MIN. FTG MIN.
(SPAN) POST (SPAN) (SPAN)
REVISED BY:
RANCHO CUCAMONOA CA (881) 747-2707
AIVD ATTACHED
10 p L.L. 110 MPH
POST POST POST (SPAN) POSTPOST
(IN.) TYPE (IN.) (IN.) TYPE (IN.) 2 -x8.5 -x.032- BEAM IT. TYPE (IN') (IN') TYPE (IN.) (IN.) TYPE ON.)' TYPE
0258 ALPINE AVE., SACRAMENTO, CA 93820
FAX 403.1518 �e1ea®Curetum.mm
4'
17'-0"
11, 9"
30
G
1315 19'"17.-10"
30
H
1618 12'-19'-10" 13'-8"12,-7"
30
H
1718 24'-23.-2^
33
H
1719 35'-32'-9"
36
H
1 22 B
4'
5'
13'-7"
10'-11" "
31
G
14 17'-1" "
31
�-,�
16 10'-10" 12'-1"
31
H
18 22'-2"
32
H
18 31'-4"
35
H
20 B
5'
10'-5
16 5'-11
18 8'-10" 11'-3"
19 20'-8"
20 29'-3"
22 E
6'
11'-4"
10'-4"9'-10,
33
G
1517 1s714'-6•
33
H
1719 9'-10"8-1" 11'0"10,-3"
33
H
1820 2a
33
H
1 28' 26'-9"
34
H
2123 B
8,
18,-11"
P1
E
T
9'-8"
9' 9" . "
34
G
15 14'-5"
34
17 9-2" 10'_2"
34
�„�
19 18'-9"
j
19 26'-6"
34
�,-�
21 B
7.
7-
9 -4
17 13'-5"
^
19 7'-5 9'-6 "
20 17'-6"
21 24'-9°
24 E
8'
8'�"
9-4-
35
G
16 13'-6^ "
35
H
18 8'-7" 9'-6"
35
H
19 17'-6"
35
�„�
19 24'-1
35
H
22 B
8'
8'-11'
18 12'-7
20 7'-0" 8'-11"
21 16'-4'
22 23'-2-
24 E
9'
7'-7"
9-0° , "
37
G
16 12'-9"
37
H
18 8'-1° 9.0"
37
'„�
20 16'-6°
37
H
20 23'-5°
37
H
22 E
9'
8 -7
18 11'-10"
20 6'-7" 8-5"
21 15'-5 "
22 21'-10°
25 F
10'
6'-9"
8'-8'
38
G
16 12'-1"
38
H
18 7'-8" 8'-6"
38
H
20 15'-8"
38
H
20 22'-2"
38
H
22 E
,
10
g._2"
18 11'-3°
20 6'-3" s'-0"
21 14'-8"
22 20.-8-
25 F
11'
6'-2"
8--4-
39
H
1719 11' s 1
39
H
1 2, 7 3 8-2-
39
H
120,22 14'
39
H
2 23 21
39
H
23 E
11'
x_10„
o, -s°
s'-11 " 7'-7"
13-11.,
1 s' -s°
5 F
12'
5'-8-
8'-0"
39
H
17 11'-0-
39
H
19 7'-0" 7'-9"
39
H
21 1 -4"
39
H
21 20'-3"
39
H
23 E
12'
7,-6"
19 10'-3"
21 5'-S" 7'-3'
22 13'-4"
23 18'-11°
26 F
13'
S'-2"
7'-8 7,-2•
40
H
1719 10'-7
40
121 6'-8" 7.'6.
40
2122 13'9"2'-10"
40
J
2123 1 g-18'-2"
40
2326 E
13'
9'-10"
5,-0° 7'-0•
F
1 d'
4'-10"
7'-5°
41
H
17 10'-2"
41
19 e'-5^ 7'-0"
41
21 3 - "
41
21 18 -s'
41
J
24 E
14 r
6'-11"
19 9'-6"
22 5'-3" 6'-9"
23 12'-4"
24 17'-6"
26 F
15'
4'-6"
42
H
18 9'-10"
42
J
20 6'-3" %0"
42
J
21 12'-10"
42
J
21 18'-1"
41
J
24 E,
15
6'-5"
19 9'-2"
22 5'-1" 6'-6-
23 1'-11"
24 16'-11"
27—t=–F—
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B v
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. E.S. EVALVATION
DRAM BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
POSTSPACOJOTABLE
LIVE LOAD •
LOAD
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
1L0. 20IVE
Pd
I(OlS)452-7021
DURALUM PRODUCTS, INC.
ER-
REVISED BY:
RANCHO CUCAMONOA CA (881) 747-2707
AIVD ATTACHED
10 p L.L. 110 MPH
HORIZ. WIND.
ID. 100 8 110 MPH
0258 ALPINE AVE., SACRAMENTO, CA 93820
FAX 403.1518 �e1ea®Curetum.mm
SHEET 28 OF 33
20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
* 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 8 C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT DBL: 3"x8" BEAM
POST SPAC IND TABLE
LIVE LOAD -
10, 20 a 3o
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
}
5 o
MAX.COL.
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. FREESTAND ATTACHED
MAX.POST MAX.POST MAX.POST MAX POST
pWNDnI
m
a
SPACING
ON SLAB*
SPACING SPACING
SPACING FTG MIN. FTG SPACING FTG MIN. FTG, FOR DBL. FOR 3' x S' FTG. MIN. FTG. SPACING FTG MIN FTG. SPACING FTG MIN. FTG MIN.
(SPAN) (SPAN) POST (SPAN) POST POST
REVISED BY:
I-
20 9I_L. 110 MPH
(SPAN) POST POST POST (IN.) (IN.) CIN.) (IN.) (IN')
(IN.) (IN.) (IN.) (IN.) 2718.5'x.032' BEAM (IN.)
FAX 403.1518 nalen@d=Ium.e"m
SHEET 29 OF 33
TYPE TYPE TYPE TYPE TYPE TYPE
4'
8'-11"
91 -101,g,
30
H
1314 14'-614,_4"
30
H
1416 10'-2'9-10 10-3"10'-2" 30
H
1618 18'-118'-8"
30
H
26' 26'-4"
16It-
34
H
1
F
4'
-g'.
118
20
5'
7'-1 a
9'-1"
31
H
1315 12'-11-10"
31
H
1517 9'-1 ° 9 -2" ° 31
H
1719 16' 16'-8"
31
H
181 23' 23'-7"
33
H
1
F
5'
9.1"
6'-1 U" 9'_1
g
21
6'
5'-11"
8'-7"
33
H
15 11-1 "
33
H
15 8'-3" 8'-4" 33
{
17 15'-4"
33
H
17 21'-9"
33
H
19
F
6'
8'-6'
17 11'-9"
18 8'-1" 8'-3"
20 15'-3"
19 21'-6"
21
7
5'-1 „
8'-0"
34
H
14 10'-1 °
34
H
16 7'-8" 7'-9" 34
H
18 14'-3°
3a
H
17 20'-2°
34
H
19
F
7'
7'-,,.
1s 10'-10.
1s 7'-5„ 7,_3"
20 ,a._,.
20 1s'•„”
22
8'
4'-5'
7'-5"
35
H
14 10'-3"
35rHH
16 6'-9" 7'-3" 35
H
18 13'-4"
35
H
18 18'-10"
35
H
20
F
8'
7,_5"
16 10'-2"
18 6'-7" 7'-2"
20 13'-2"
20 18'-8"
22
9'
3'-11 ��
7'-0°
37
H
1417 g'.g"
371619
s-05'-10" 8'-10° 37
H
120 12 �
37
H
1 20 17,-97,-7"
37
H2
F
9'
T-0"
9'-7"
6'-9"
2'-5"
23
10'
T
38
H
1517 9�_2"9'-1"381719
51-4" 61-6°
38
H
1 11
38
H
121 161 16'-8^
38
H
20
F
10'
-6"6-g"6'-7"
5'-3" g'_5^
20 11'-10"
23
11'
3'-2"
6'-4"
39
J
15
1517 8,_9"
39
J
1719 4'-114'-10" 8'-2"
39
J
1820 111.3°
39
J
1 16'15'-11°
39
J
2124
F
11'
6._1°
21
12'
-
6 -1"
39
J
15 8'-4"
39
J
17 4'-6° " 5,-8a 39
J
18 10' 1 "
39
J
19 15'-4" °
39
J
21
F
12
6'-0"
17 8'-3 ^
20 4 5 5 -7°
20 10'-9"
22 15 -3
24
13'
-
5'-105,-9"
40
J
1518 6'-0"7'-11"
40
J
1 4�_2" 5'_3e 40
J
1 20 10'-50��"
40
J
1 22 14'-94,_8"
40
J
2124
F
13,
20 4'-1°
14'
-
5'-8"
41
J
1618 71-9°
41
18 3'-10" 4'-10"
41
J
1
18
41
J
1 14
41
.�
2
F
14'
5._7"
7'-8°
.�
20 3,-9" 4•-9"
20 10'-0"
22 14'-1•
25
15'
S'_5"
42
J
1818 T-6"
42
J
1 31.7° a'-6' 42
J
1 91-9"9'-8"
42
J
1 131.13'-7"
41
J
122
F
15'
5'_5°
7'_5-
20 3'-6" 4,_5.
20
22
25
* 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 8 C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
POST SPAC IND TABLE
LIVE LOAD -
10, 20 a 3o
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE:1 1112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
FREESTANDING
AND ATTACHED
pWNDnI
8288 ALPINE AVE., SACRAMENTO, CA SSB20
1(916)452-TO21
ER-
REVISED BY:
RANCHO CUCAMONOA CA (081) 741-2107
20 9I_L. 110 MPH
0� 00 A 11 0 MPH
FAX 403.1518 nalen@d=Ium.e"m
SHEET 29 OF 33
30# S.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO /COMMERCIAL 12' OR LESS EXP. B & C
+► 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 S' 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 8 C.
I.C.C. E.S. EVALUATION
AWN BY: E.N.
3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAMW/INSERT DBL. 3"x8" BEAM
LIVE LOAD.
0, 20 8 30
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
OR 3"x8"BEAM EACH W/ A 3"x8" STL. INSERT
FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. FREESTAND ATTACHED
COMMERCIALANDRESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDINGER-
AND ATTACHED
FREESTAND
ATT.
5
MAX.COL.
MAX.POST
RANCHO CUCAMONOA, CA (9D1) 741-4107
MAX.POST
MAX.POST MAX.POST
5 0
CIO �$
SPACING
ON SLAB w
SPACING
(SPAN)
SPACING
�G' (SPAN)
SPACING SPACING
MIN MIN. SPACING MIN SPACING MIN. MIN.
FTG. POST FTG. FOR DBL. FOR 3' x S' FTG. POST �G' (SPAN) FTG POST FTG. FTG FTG.
7
F
FTG
MIN
POST
(IN.)
TYPE
(IN.)
POST POST
(IN.) TYPE ON.) 28.5"x.032' BEAM (IN.) TYPE ON.) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE
4'
6'-2"
g-7'8'-7"
30
J
1214 11'
30
J
1315 8'-4" 8'_5,
30
1517 15,
30
J
1517 21'-11-11"
32
J
1619
F
4,
11'-11"
8'-4" 8'_5"
.�
5,-6"
5'
4'-10"
7'-9"
31
J
1314 10'-810,-8"
31
J
1416 7'�" 7' 6"
31
J
1618 13''
31
J
1517 19'
31
J
17
F
5'
7,-9"
T-3" 7,_g"
3'-10"
19'-7"
0
6'
4'-0"
7' 1°
33
J
1315 9'-9
33
1517 s'_1" 6'-11"6,-11^
33
1618 12' -BZ,
33
1618 17
33
1 20
F
6'
7,-1"
9,_9"
6'-1^
-g"
17=11"
7'
3'-6"
6.7"
34
J
1315 9'-0"
34
J
1517 5'_2" 6'-4"
34
1618 11'-9"�-9"
34
J
161 16'-7"6'-7"
34
J
1 21
F
7'
g�_7"
9'-0"
5'-2" 6,�.
g
8'
9'-4-
-48'-11"
35
1416 g -5"
35
1518 4,-7" 5-
35
J
1618 10 10'-11"
35
1619 15�$
35
1 21
F
8'
g,_5"
.J
4'-7" 5,_g.
5,_g.
9'
6-2"6'-2"
37
J
1418 T 117'-11"
'l
37
J
1618 4'_1" 5'-1"
37
J
1618 10'-40,_4"
37
1719 14
37
J
1 22
F
,
9-
4'-1" 5,-1"
.J
i3'-11"
10'
-
5'_9"
38
J
1416 7'-6"
38
J
1618 3'-8" 4'_7"
38
J
1618 9'-19
38
J
1 13'
38
J
1 2Z
F
10'
5'-9"
7,-6"
3,�" 4,_7"
-10"
20 3'n 1 p"
39
J
1418 T -2:_--7,_Z"
39
J
1619 3'-4" 4'-2"
39
J
1618 9'-4"
39
J
1 13'
39
J
19
F
11'
3'-4" 4,-2"
9 �^
20 13'-3"
12'
39
15 s'-11°,
39
16 3'-0"
39
16 8'-11" "
39
18 12'-8"
39
J
20
F
12'
5'-3"
17 8 -11 "
19 T -O"
18 8'-11
20 12'-8"
23
13'
-
5'_0"
40
K
15 6'-7"
40
K
17 2'-10"
40
K
16 8'-7^ "
40
K
18 12'-1 ,
40
K
20
F
13'
5'-0"
17 6 -7"
19 2 =10"
18 8'-7
ZO 12 -2"
23
14'
-
4'10*
41
K
1517 8' 4^
41
K
1719 2'-7' n-3-
41
K
161 g,3"
41
K
1 11 -91,9"
41
K
223
F
14'
-10"
6,_4"
2'-T
S 8'-3"
21
15'
-
4'8"
42
K
1517 s'_1"
42
K
1719 2'_5"
42
K
1818 g, -0^g'-0"
42
K
118_ 11'
41
K
223
F
15'
4'8"
6,_1"
2'-5"
21 11'-4"
+► 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 S' 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 8 C.
I.C.C. E.S. EVALUATION
AWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD.
0, 20 8 30
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
TE:1/I1f2011
ALE: NONE
FA
COMMERCIALANDRESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDINGER-
AND ATTACHED
p"f
ND
8299 ALPINE AVE., SACRAMENTO, CA 98828SHEET
BY:
RANCHO CUCAMONOA, CA (9D1) 741-4107
30 q Li. 10 MPH
90.0100 & 11D MPH
(918) 491-7021 FAx 103-1518 eelee®Eur"Nmmm
30 OF 33VISED
7" I -BEAM W/ (1) "C" SPLICE 12' OR LESS EXP. B & C
FREESTANDING & ATTACHED SOLID PATIOS 20# L.L.
TOM CAMPBELL & ASSOCIATES, INC.
POST SSPACWO TABLE
90 MPH
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
100 MPH
REPORT NUMBER
110 MPH
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
FREESTANDING
AND ATTACHED
per
HORIL WIND •
5 o
31 OF 33
MAX.POST FREESTAND
ATTACHED
MAX POST FREESTAND
ATTACHED
MAX POST FREESTAND
ATTACHED
SPACING FTG MIN.
(SPAN)
SPACING FTG MIN.
(SPAN)
SPACING To MIN.
(SPAN)
FTG.
MIN.
�G
MIN.
POST
FTG.
MIN.
POS
(I 4.) TPOSTYPE
(IN')
TPOST YPE
(IN,) TYPE
(IN.)
TYPE
(IN.) PET
(IN.)
TYPE
4
26'-7" 34
K
19
G
26'-0" 34
K
21
G
25'-3" 33
K
22
G
25'-3" 33
22
24'-5" 33
23
23'-7" 33
25
.
5'
23'-22,-7" 3332
K
2 23
G
23'21'-10" 3332
K
22
G
22'-72"1-1" 3233
K
23
G
4
5
8,
21' 2"0�-8° 3333
K
2123
G
21-19'-11" 3
K
7-
G
20'-19,-3" 3333
K
2 26
G.
33
5
��
20' 34
K .
2124
G
19'-88--5" 3434
J
2
G
19=7'-10° 3434
J
2 27
G
19'-1"
25
8•
18'-1��11" 3
J
2 25
G
18'-4"7-3" 3 35
J
23
G
1T-1 8�-8" 3
2
G
35
35
27
9'
1T-98'-10" 3
J
2 25
G
17'-4-18'-3" 3737
J
2 28
G
16'-105-9" 3737
J
228
G
37
31i. 1
J
2
G
18'-15,-5" 3
J
2427
G
16' 3838
J
2 29
G
25
38
14'-11"
11,
18'-0"5 39
J
23
G
15'-8' 39--
`�
2
G
15'-3'14'-3. 3939
J
26
G
9
'-9" 39
27
15'-4" 3 39
23
G
16-10" 3939
'
2 28
G
14'-13--7" 3939
I
229
G
12'
-1"
13
14'-9" 40
I
24
G
14'-5" 40
25
G
14'-O" 40
'
27
G
14'-0" 40
27
13'-6" 40
28
13'-1° 40
30
14'-2" 41
1
24
G
41
13'-11"�-
1
26
G
13'-6• 41
1
G
4'
°
13'-8 41
27
13 1 41
"
28
12'-7 41
"
P31
F5
13'-9" 42
1
24
G
13'-5" 42
1
26
G
13'-0" 42
G
1zt1" : 49
27
19'_7" 42
29
12'-2" 42
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF I
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
RHT to FnR 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.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
POST SSPACWO TABLE
LIV LOAD -
10, Z06 0o
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: 1/1112011
SCALE: NONE .
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
FREESTANDING
AND ATTACHED
per
HORIL WIND •
8259 ALPINE AVE., SACRAMENTO, CA 95828
31 OF 33
ER-
REVISED BY:
RANCHO CUCAMONCiA, CA (9S1) 741-2107
2011 L.L. 90.110 MPH
80,100 8110 MPH1(912L!!12��519SHEET
"aleswumlum.com
i" I -BEAM W/ (2) "C" SPLICES 12' OR LESS
FREESTANDING & ATTACHED SOLID PATIOS
TOM CAMPBELL &ASSOCIATES. INC.
90 MPH
100 MPH
PATIO COVER SYSTEM AS MFG. BY:
110 MPH
REPORT NUMBER
DATE: 1/11/2011
SCALE NONE
G
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
RANCHO CUCAMONGA. CA (BSI) 741-2107
5
MAX.POST
BIB 452-702t FAX 40S•1579 sales Ou�eNm.mm
MAX.POST
MAX.POST
°D3
SPACINGF7G MIN.
SPACING FTG. MIN.
SPACING FTG MIN.
FTG.
MIN.
FTG.
MIN.
FTG.
MIN.
(SPAN) (IN,) POST
(IN.)
POSTTYPE
(SPAN) (IN,) POST
(IN.)
POST(SPAN)
ON.)TYPE
(IN')
POST
TYPE
TYPE
TYPE
TYPE
4
30'-10" 35
K
20
G
30'-2"
K
22
G
29'-3" 35
K
23
G
29'-4" 35
23
28'-4"
24
27'-4" 34
26
5,
27'-r' 34
K
21
G
26'-11"
K
23
26'-2" " 34
K
24
G
26'-3" 34
24
25'-4"
25
24-6 33
27
s,
25!-2"24'-0" 33
K
2225
G
24
r34
K
2 26
G
3333
23'-122
K
25
G
3
23'-2"
�"
28
�,
23'-4"20'-9" X34
K
22
G
22'-2
K
2427
G
22'-2-,-8"
K
25
G
25
'-5"
34
28
8
21'-10" 35
K
23
G
21'-4" 35
K
24
G
20'-8" 35
K
26
G
20'-9" 35
26
20'-0" 35
27
19'-4" 35
29
9'
20'-19,-,r 3737
K
226
G
20' 3737
2528
G
19'-618'-3" 37
J
26
G
18'-11
37
29
10'
19'-0' 3838
J
2 27
G
19'- "-11" 3
J
2 28
G
18'-6' 3 38
J
2 30
G
8�-7"
38
7 �"
11'
18'- 1"r-8. 3939
J
2 27
G
18'-21 3 39
J
2629
G
17'-8 6 3 39
J127,30
G
r-1 e
-6e
12'
17'-16-11.3939
J
2428
G
17'-5 8�-4" 3 39
`�
2 29
G
16'-;�,-10" 3 39
J
2831
G
13'
17'-116'-3" 4
J
228
G
16'-915,-9" 4
`�
2 29
G
18' 4
J
2
G
40
40
15'-2" 40
31
14'
16'-6 5'-8"
J
228
G
4141
J
2730
G
15'-8 4 4141
J
2 s2
G
41
�42
2"
RL!�4A'
--1
15'-11"
,�,.,"��
J
25
�p
G
42
oe a�
27
��
G
15'-1 422915
,�,,," d�
z�
G
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES EXPOSURE B
_f�l FIGURE INDICATES EXPOSUF.� ..
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
EXP. B & C
20# L.L.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES. INC.
SOLID
POST SPACING TABLE
LryE Lpgp"
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/11/2011
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20890 ps1
IND
DURALUM PRODUCTS, INC.
8288 ALPINE AVE., SACRAMENTO, CA 95828
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (BSI) 741-2107
AND ATTACHED
204 L.L. 90.110 MPH
Op100 &v110 MPH
BIB 452-702t FAX 40S•1579 sales Ou�eNm.mm
SHEET 32 OF 33
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL
•• •
ORAPPROVED
SUPPLIED: OTHERS,•BELOW
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. APPROVED UNDER 2009 IBC,
2009 IRC AND/OR 2010 CALIF. BLDG: & RESIDENTIAL CODES.
WIND
DESIGN S.M.S
90 MPH #14 (d! 12" O.C.
100 MPH #14 Qa 10" O.C.
110 MPH #1 Q O.C.
NOTE: #14 SMS SHALL HAVE
A MIN. 11" PEN. INTO HEADER
PANEL TO HEADER BEAM CONN.
SHOWN\,_,,WALL FASTENERS
SEE TABLE SHEET 9
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
INSULATED ROOF PANEL
TO APPROVED
BEARING WALL SYSTEM
;UL
OF
OPTIONAL DECORATIVE FASCIA
#14 S.M.S. ( WOOD, ALUM. OR HARDBORD)
SEE TABLEABOVE
EXTRUDED
"IR3" GUTTER
INSULATED ROOF PANEL
NON-BEARING WALL SYSTEM
ALUM.ALLOY
6063-T6
3.200"
OR 4.200"
APPROVED 3"
WALL FASTENERS INSUL. ROOF
SEE TABLE SHEET 9 PANEL
#12 SMS T&B1 660" I
AT 12" O.C. —f
WOR 4" HANGER CHANNEL
EXTRUDED
DRIP EDGE
OPTIONAL RAIN
_.J BEAM HEADER I /
(AS SHOWN IN THIS REPORT) V
OPTIONAL NONSTRUCTURAL FASCIA
NOTE:
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS
EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT
AND/OR CALIFORNIA FBH APPROVAL FOR USE. WITH PATIO COVERS COMPLYING
WITH THE 2009 INTERNATIONAL BUILDING.CODE, 2009 INTERNATIONAL
RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010
CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM
PATIO COVER DRAWINGS INDICATED IN THIS REPORT.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS FG. BY:
I.C.C. E.S. EVALUATION
DATE:1/17/2011
INSULATED ROOF
10.20 6 30 pal
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
IREVISEDBY.*__
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL CONNECTIONS
HORR. WIND a
8289 ALPINE AVE., SACRAMENTO, CA 95828
ER-
RANCHO CUCAMONGA. CA (851) 741-2107
90,100 S 110 MPH
(918)452-7021 FAX 403.1519 eelee®dumlum.com
SHEET 33 OF 33