11-1138 (PAT)P.O. BOX 1504
78 495 CALLETAMPICO
LA QUINTA, CALIFORNIA 92253
ApplicationNumberi
11-00001138
Property Address:
54100 AVENIDA CORTEZ
APN:
774-19,2-005-20 .-'00,0000-
Application description:
PATIO COVER -RESIDENTIAL
Property Zoning:
COVE RESIDENTIAL
Application valuation:
3458
Applicant:Architect or.Engihear:
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby:affirm under penalty of perjury that 1: am licensed under provisions of:Chapter 9 (commencing with
Section 7000) of0vision 3.of the Business and Professionals Code,; and my License is in full force and -effect.,
Lii�nse Cla _C51 C8 icenae No.: - 937811
/ate• f0 ontractor ^�
OWNEWBU1LDER DECLARATION
I hereby afftim under penalty:of,perjury that 1 am exemptfrom,the Contractor's. State License Law,for the
following reason'ISec. 703 1.5, Business and, Professions Code: Anycity or.courrcythat requires a permit to
,construct, alter, improve, demolish, or repair;zany structure, prior to tis,issuapee, also reguire&ihe:applicant for the
permit:to ftle: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 forthe alleged exemption. Any violation of Section 7031 5_ by
any applicant for a permit subjects--.the,applicant toe civil penalty of not more than five hundred dollars (3500).;
1 —1 I,; as•owner of the property, or, my employees with wages as•thelr'•sole compensation, will do the work, and
the structure Is not intended or offered for sale (Sec. 7044, Business.end: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 herselfahrougn his:orher own employees, proyided that the
Improvements -are notantended.or'offered for sale. If, however, the buildingor improvement is sold within
one year of completion,- the.owner-builder will have the burden of,proving that he.or she did not build or
improve for the purpose of sale-):
(_) I„as owner, of:the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044; Business and Professions Code:. The Contractors'�State License Law does not apply to an owner of
property who builds or -improves thereon, and who contracts for the projecwwith a contractor(s).licensed
pursuant to.the Contractors' State License Law.).
(_) I' am exempt under Sec. B.&P.C..for this reason
Date: Owner:.
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that thereJs.a construction lending agency for the:performance ofthe
work=for Which.this permitis issued (Sec: 3097, Civ. C.).
Londer's.Name:
Lender's Address:
I:QPERMIT
Owner'
MARK RUIZ
54.100 AVENIDA CORT-EZ
LA QUINTA, CA 922.53
VOICE�(760) 777-7012
FAX (760) 777=7011.
INSPECTIONS (760) 777-7153
Date: 10/17/11
Contractor:
VALLEY PATIOS
37897 CHESTERFIELD STREET§�-
U
BERMUDA DUNES, CA 9.2203 LJ(760)534-4634 i P1
Lia. No.: 937811 u I OjrT 17 2011
•---------- ---------=-------I-----r:a^%R. AAt&i+F."_--=J—
WORKER'S COMPENSATION DECLARATION_
I herebyaffirm under penalty of perjury: one of.the following declarations:
I, haveandwill rn ntain.a certificate of`consent to self -insure for workers' compensation,, as provided
for by Section 3700 of the Labor Code, for the pertormance;of the work for which this permit is
119- 1. ode,for the perfoirmance of the wok for whinsurance; hisVermrequi� bey My -workers'
-wor ers' of the Labor
issued.
n workers'
on
workers' compensation
insurence,carrierand policy number are:
Carrier, SOUTIMRN INS M, _ Policy Number 1ASIO047500-01
I certify that, In the'performance;of the work for which'this permit is -issued, I shall,notemploy.any
persomin any manner so as to become subject,to the workers' compensation' laws of California,
and agree that, 10 should become subject to the workers' compensation provisions of Section
3700 "of the Labor Code, I• hall fbrthw; mPly with those provisions.
plicant:
WARNING:: FAIL RE TO SECURE,W KERS” COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMI L PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,00.0 IN ADDITION TO THE`COST OF COMPENSATION, DAMAGES AS PROVIDED FOR,IN
SECTION 3708 OF THE LABOR'ZODE, INTEREST, AND ATTORNEY'S FEES:
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building,and Safety fora permit 'subject to the.
conditions and restrictions set forth orrthis application.
1. Each person, upon whose behalf this application is made, each persomarwhose requestand for
whose benefit work is performed under or pursuant to any permE issued as a result.of'this:application,
the owner, and.the applicant, each agreesto, and shall defend, indemnify and hold harmless the City
of La Quints, Its,offlcers, agents and employees for any acrgromission related to the work being
performed under or following Issuance, of this permit.
2. Any permit issued as -a result of this application becomes null and void if work -is not.commenced
within 180 days from date of issuance of such permit, or cessation of'work'for 180 days will subject
permit to cancellation.
I certify that I have read this application and state•that the above informatiomis correct. 1 agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
;of this oun to enter "u the above merrtloned property for nspection pyrposes.
te: r! 1 ignature (Applicant or Agentl:
1
Application Number 11-00001138
Permit. . . . PATIO COVER PERMIT
Additionaldesc .
Permit Fee . . . . 63.00 Plan Check
Fee
40.95
Issue Date Valuation
. . .
. 3458
Expiration Date 4/14/12
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9.0000 THOU BLDG 2•,,001-25,000
18.00
----------------------- -
Special Notes and Comments
260 S.F. DURALUM ALUMINUM PATIO COVER
LOCATED AT SIDE 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 61.0.0 .00
.00
63.00
Plan Check Total 40.95 .00
.00
40.95
Other Fee Total 1.50 .00
.00
1.50.
Grand'Total 105.45 .00
..00
105.45
LQreaenirr
10'
Driveway
CITY OF IA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR, CONSTRUCTION
DATE//�� �7-//BY f'1.J TIleg
N
54100 Ave. Cortez
La Quinta, CA 92253
Proposed Alumawood Patio Cover
26'-1l"
'
Crt�r of La Quina
Bu& tag 8E Safely DMWihi
P.D Box 1504,"79-40S, Cafe Tampko
4.Quinta, CA 92253 -:(760) 777-7012
Building Permit Application and Tracidng Sheet
Permit # ,,
13v
Projeci.Addcess: '60
ttd
C
OwnWsN=c:. (� z
A. P. Number
Addreas:
Legal Desc doon:
Contractor.. 4L j�
City. ST, Zip: 07 .53
Telephone:
Address: 7 7
city, sr, Zip:")
Telephone: 0I D)
State Lic. # ::' . !
t S �-
-,D
Lia#;
Proje# Description:
Pak
Arch., En.
:Address:
City'. ST. Zip:
Talephoae:
State Lia #:
Name of COMM Person:
Co *ucd t`Typw. Occupancy
Project:type (circle one): New Add'n Alter Rq)air Demo
Sq. FL. 24 p #Stories: 11 Unitx
Telephone # of Contact Person.
Bsdma6od Value of Project
N 9abmittslRwd
Pisa 8eb
APPLICANT: DO NOTWRITE BELOW TMUNE
Rev'd .. TRACKMG PBR>YIIi' FBhS
Plan Cheep submitted Tenn Amonmt
Sbvdaral Cala.
Revkwed, readydor oorreetlov Phu Chtck Deposit.
Tans Cake.
Called Coated pen= plan Cheek Balance.
Tithe 24 C"
Plans *W' LVP Conatraalba
Flow plata plan
]'tars resubmitted ' Mechariteal
Grading plan
2`!ItMew, ready. for cormaontbeue FlecWcal
Sdbeoataetor UA
Called Costad Peron Mon ablag
Grant Deed
Plans pieked up S.M.I.
H.O.A. Approval
Pleas rembmitted Graft]
IN iiO�r
'"' ReAM ready for eorrudonsfi sue Devdoper Impact Fee
rknaws Apl�-
CLikd Contact Person ASPJ'.
Pub. Wln. APpr '
Date of permitissue
ScMd Fea
Tota, Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS,
SHEETINDEX:
SHEETS SHEET TITLE I DESCRIPTION
T-1 ........... TITLE SHEET f DESIGN LOADS
1 ............GENERAL NOTES
2 ............30LID PANEL STRUCTURES
3 ............OPEN LATTICE STRUCTURES
4 ............PANEL SPANS TRW & W -PANEL
5 ...........PANEL SPANS FLAT PAN
B ............PANEL FASTENERS [FAN BEAM
7' .... :.......RAFTER SPANS
B ............COLUMN I POSTTYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ............BEAM.SPLICE DETAILS
14 ............LATTICE CONNECTIONS
15 ............MINIMUM REQUIRED COLUMNS
18917 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 100 LL. 90 MPH
18&19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 100 LL 100 MPH
20 & 21 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED Iris LL 110 MPH
22 & 23. .... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 200 LL 110 MPH
24 & 25. -..SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 309 LL 110 MPH
28 ............ LATTICE ;POST SPACING TABLE FREESTANDINGAND ATTACHED 109 LL 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED ION LL 100 MPH
28 ............LATTICE POST SPACING TABIETREESTANDING AND ATTACHED 10# LL 110.MPH
29 ...........JATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 209 LL 110 MPH
30 ............LATTICE POST SPACING TABLE`FREESTANDINGAND ATTACHED 301! LL 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 209 LL 80.110 MPH
32-.... ........ SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 208 L.L:90+110 MPH
33.............INSULATED ROOF PANEL CONNECTIONS
"CALCULATIONS PREPARED BY A REGISTERED DESIGN
PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING
OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS
DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS
SPECIFIED ON THE PLANS; AND THAT CALCULATIONS SHALL
ADDRESS THE SNOW LOAD PROVISIONS OF IBC/CBC SECTION
1608, INCLUDING, BUT NOT LIMITED TO, RAIN -ON -SNOW
SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT."
DESIGN REQUIREMENTS :
RESIDENTIAL APPLICATIONS - CBC AND ISC CHAPTER 18, CBC & IBC APPENDIX CHAPTER 1,
CRC AND IRC APPENDIX CHAPTER H.
ROOF LIVE AND SNOW LOADS: 10.20 AND 30 POUNDS PER'SQUARE FOOT.
COMMERCIAL APPLICATIONS - CBC AND IBCCHAPTER 18.
ROOF LIVE AND SNOW LOADS:
ADDITIONAL DESIGN REQUIREMENTS.-
1.
EQUIREMENT8-1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 pal.
2. BASIC WIND SPEEDS: 90,100,110 MPH, EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR 11. I.D.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR 1.0
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRALRESPONSE COEFFICIENTS: S6m:1.25, 8, 0.5.80. 0.84, Spm 0.50
RESPONSE MODIFICATION FACTOR, R:1.8
S. EQUIVALENT LATERAL FORCE PROCEDURE.
7. DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT (AVERAGEr 1W
B. MINIMUM COVER SIZE: V BY V
C. LEAST BUILDINGW IDTH: 30'
b. ROOF BEAMS:CONTIN000S OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED
AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE
SPLICING.
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTI
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTS
WITHIN THIS IAMPO-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 QA- 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.
DRAWN BY: M
DATE: 4f2512011
TOM CAMPBELL & ASSOCIATES. INC.
TIRE SHEET
LIVE LOAD -
10.20 & 30 Pat
PA O M 0. :
DURALUM.PRODUCTS. INC.
IAP0.10 EW 01x5
SCALE: NONE
CORD ERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
DESIGNLOADS
MORD:. WIND -
8269 ALPINE AVE. BACRA&@NTO. CA 96028
SHEET T-1
REhSEDBY•
RANCHO CUCAMOWK CA (851)741.2107
90.100&IIOMPH
(1"6)452-7021 FAX401/519 90686Awivacam
PATIO COVER SYSTEM AS MFG.. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES;
1. THE DESIGN COMPLIES WITH THE 2W9 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE. 2010 CALIFORNIA BUILDING 6 RESIDENTIAL CODES, ASCEISE174SUINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE -2005 ALUMINUM MANUAL -ADM 14)&
DRAWING 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 SHALLBEAR AN IDENTIFYING TAG 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, SEQUENCES AND PROCEDURES.
S. THEAPPROVED SET OF DRAWINGS AND SPECIFICATIONS SNAIL BE KEPTAT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE•BUILDING AND SAFETY
DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED MANS AND.SPECIFICATIONS WITHOUT AN APPROVED CHANGEORDER
G. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF'SOLIO OR MESH MATERIAL., EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 91x2 INCHES THICK AND'IS LOCATED W AREAS WITH A FROST DEPTH OF
ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
9. 20 POUNDS PER SQUARE FOOT LL AND GREATER MAY BE COMMERCIAL 3 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1805:3:1 81805.32.
11. MINIMUM ROOF SLOPE FOR SOLD ROOF PANELS: 114 INCH PER FOOT.
12. MINIMUM'PATIO COVER SIZE: 80 SQUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
14. COVERS ARE, DESIGNATED 'RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 8.5:13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS,NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI T. SECTION &5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND.LATTICE PATIO COVERS NOTED HEREIN ARE'DESIGNED AS'OPEN STRUCTURES' IN ACCORDANCE WITH ASCEMS ?,SECTION 5.6.13.
EXCEPT WHERE'HOTED IN THIS REPORT.
17. THE RATIO {HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P. FT). SHALL NOT EXCEED ONE (1 }
18. THE RATIO WP), PATIO COVER LENGTH (L. FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FTL SHALL NOT BE LESS THAN ONE (1)
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A.THREE POST CONDITION.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE'SHOWWN. PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE.EQUAL.OR GREATER YEILD AND
ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARONCH.
22. DESIGN VERTICAL SOIL BEARING' PRESSURE IS 500 POUNDS PER�SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH..
(EQUALS 100,PSFIFT X-2 PER TABLE 7808.2 AND'SECTION lOW.11A.
23. EMBEDDED STEEL MEMBERS SHALL. BE HOT -DIPPED GALVANIZED. RUST-0-LEUM OR EQUAL PAINTED OR ELECTROPLATED ANDCONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM AM GRADE 40.
24. EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A -W. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAO SCREWS ARE REQUIRED TO
BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL{ K*ES ESR -25M FOR CONCRETE AND FOR MASONRY).
28. ALL SCREWS ARE SELF DRILLING (SOB) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -EB ESR 1975 OR APPROVED EQUAL
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING'ON A CONCRETE SLAB is UMTIEDTO UBE'WITIi RESIDENTIAL. PATIO COVERS ONLY.
28.80LID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION,2..
29. SIMPSON SDSM12 AND SD825=,SCREWS SHALL BE IN ACCORDANCE WITH.ICGES EVALUATION REPORT ESR-=.
TABLE 1 - REDUCTION FACTOR APPLICABLE
TO MULTIPLE SPAN CONDITIONS
FOR ROOF PANELS
ROOF LIVE
LOAD, POF
WIND SPEED AND EXPOSURE
90. MPH 100 MPH 110 MPH
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
10
1.00
0.90
1.00
0.80
0.90
0.75
20
1.00
1.00
1.00
1.00
1.00
0.90
30
1 1.00
1 1.00
1 1.00
1.00
1.00
1.00
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
DRAWN BY: E./L
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD •PATIO
COVER SYSTEM AS MFG. BY.
w -NO ON 0196
DAT•EE 4R6MI
COMMERCIAL AND AESIDENiL�L 9TfM1CTURJIL ENtENEER9Ki
I
GENEiiA1 NOTES
10.10 i 60 pt!
OURALUM PRODUCTS. INC.
SCALE: NONE
REVISED SY-
RAN64OCU0AMONM%CA (661)7414707
HONZ. WIND •
0%1006/16MPH
Mg ALPINE AVE.. SACFA6 OMM CA OWN
(916)4617021 FAX X1619 taI III I I
SHEET 1 OF 33
ATTACHMENT CHANNEL
ALUMINUM SEE OETAII
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O:
"O.H" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL SPLICE
SfE
* SO. POSTS. SIZE VARIES
31/2' SLAB A,
ATTACHMENT SIP
MAY BE USED SEE
WHERE PERMITTED.
SEE SCHEDULE
MAX HT.- 17
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR'FOOTING CUBE SIZE
TYPE "A" ATTACHED SIN
ALUMINUM
)OF PANEL
"O.H.• NOT TO. EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SO. POSTS. SIZE VARIES .
* SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2X61/2" SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL
-`u AI TRu�7'86R ALUMINUM SEE DETAILS -
TMF PRDU C?)� E Fs SEE C EDULE OOF PANEL MIN. 0:25' SLOPE FT,
SPANS
O•
'O.H "NOT TO EXCEED 2596
OF SPAN
SEE DETAIL FOR SPLICE
OPTIONAL: CANTILEVER BEAM
O
SEE SCHEDULE POST SPACING
1t SQ .POSTS, SIZE VARIES 8f es`
SCHEDULE
NOTE:,EACH COMPONENT 18 INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNI OTHERWISE SHOWN..
SPAN WICANTILEVER ORI[ON,
ALTERNATE
31/7' SLAB SINGLE POST
MAY BE.USED SEE -SCHEDULE
TO.CONSTRAIN
FOOTING. SEE
SCHEDULE
FOOTING WHEREREQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
12 x 9" STEEL ROD 00
BEAM
SPLICE AT THIS
AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
312" SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.=17
FOOTING WHERE REQUIRED
SEE SCHEDULE`
CSL; R FOOTING CUBE SIZE
B° ATTACHED MULTISR
MIN. 0.25" SLOPE PER FT
NYX.. NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE --
SO. POSTS, SIZEVARIES -
ALTERNATE
3112" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE''FOR FOOTING CUBE SIZE
1I2x 9" STEEL ROD 'oo
37 OF 8�
I
O'fS P�T BE 1 n�..RE VAl4la.
SEE SCHEDULE FOR
POSE SPACING
NOTE: EACH COMPONENT IS M7ER.
CHANGEABLE WITH ANY OTHER
COMPONTE14T UNLESS OTHERWISE SHOWN.
I WlCANTILEVER OPTION
..x
OFgpITHIS SPLICE
AT END BAYS.
NOTE: EACH COMPONENT IS.INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
W/CANTILEVER OPTION
DRAVNV BY: E.N.
TOM CAMPBELL B-ASSOCATES, INC.
LIVE LOAD..
_ A O .COM—SYSTEM AS MFG: BY:
IAPMO ERG; 0195
DATE, U260011
SAL AND RESMENTIAL STRUCTURAL ENOINEERMO
gDUp pp}
10; 20 a 70 pd
DURALUM PRODUCTS, INC.
-
CALE:NE
BIREVISEDBr.
RANCHO CUCAMONc� CA (951) 741,
mN im a iw ODS -
e289 ALPINE AVE.. sA 3-1519 TO. @dCA =saf�
(9t=)432.70ft FAX�16t9 wteionaan
SHEET 2 OF 33
3 UZ SLAB ATTACHMENT P08T MOTH 807E PLATER
NOTE:,EACH COMPONENT IS INTER- MAY BE USED WHERE D;M
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN._ r BEESCHEMU NOTE EACH COMPONENT IS INTER- �LY
T11E
ue ATTFOOTINGWMEREREOUBEM �,• LE, WITH. ANY OTHERYOPEN LATTICE -TYPE PATIO COVER WE Sam. FDR FOOTM WEE E9M UNLESS OTHERWISE SHOWN.EGULEee owERF WESCCDPOOIGC
SEE BCHED. FOR FOOTING CUBE ERE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTUi�4 PE "F" ATTACHED MULTISPAN TTICE STRUCTURE
RAPIER BEE TABLE 8b1 �Tfr' 71118 OPEN LATTIC&TYPE ernu SEE 8 MZU
ANDSPACM a MAYBE COVERED. w
LENGTH OF ST181CTVRE VARIES
LENGTH OF STRUCTURE VARIER
>f 1? BLAB
BEE P08T DET -
OPENLAITICETlJRES
MAY BE USED
PA M . Y:
DURALUM PRODUCTS. INC
NOTE: EACH COMPONENT IS INTER-
FooCN0.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEER010
8TRUCTURE3
CHANGEABLE WITH ANY OTHERCOMPONTENT
82" ALPINE AVE.. SACRAMENTO. CA mm
l(MB)452-7021
SKEET 3OF33
UNLESS OTHERWISE SHOWN. �NOTE:
RANCHO CUCAMONGACA (8!11741,x107
EACH COMPONENT IS.DYTBR-CHANGEABLE
nol
FAx�acilBls.el�e�uanu�Lcan,
WITH ANY OTHERr01n
E
OPEN LATTICE -TYPE PATIO COVER
FOOTING VMERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTOiG MO03RE REOIJWED
SCALE: WN
BEE SCHM FOR FOOTM CUBE BOM
SEE SCHED. FOR FOOTING CUBE ERE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
ORAMIN 0 E N
DATE:4R8/l011
TOM CAMPBELL 8 ASSOCIATES, INC.
OPENLAITICETlJRES
LIVE LOAD v
10.20890ptl
PA M . Y:
DURALUM PRODUCTS. INC
IAPMO ERA 0785
SCALE: N010:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEER010
8TRUCTURE3
HORR MOND o
82" ALPINE AVE.. SACRAMENTO. CA mm
l(MB)452-7021
SKEET 3OF33
REVISED Br.
RANCHO CUCAMONGACA (8!11741,x107
80,1006110 MPH
FAx�acilBls.el�e�uanu�Lcan,
SOLID PANEL SPANS FOR COMMERCIAL 8 PATIOS 90/100/110 MPH EXPOSURE B & C
.25"- .s7• T=SEE TABLE BELOW .35" .40' �7
40'
.48' 70' 4q'
4 25
1A8 40• •35'
3.00" I — 4.50' 450' -� 4.50" 4.5U' 40'
3:00•
24.00"
ALUM. ALLOY 3004-H38 OR EQUAL
24' TRI 'W PAN (SEE NOTE 1 BELOW)
NOTE 1 BELOW)
LL.=
(PSF)
PANEL -r
(IN:)
90 MPH SPAN
100 MPH SPAN _
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.C.
EXP.0
.018
1.1'-9'
10'-0'
11'-9'
9'-r
10'-8'
8'-8'
70
.024'
13'-9'
1r -r
13'-9•
11'-3'
12'-8'
10'_-
.032
.032
15'-1•
14',8•
15-1•
13'-0'
14'S'
11'-9•
20'-11'
.018
9'-8'
9'48'
9'-8•
8'-r
9'-8•
.020
20
.024
1l3'
11148'
11'=8'
11'-0•
11'3"
101x'
12'-10'
032
13'-•
13'x'
13'-4'
1740"
13'4.•
11'49'
153'
.018
8'-5•
8'3'
8'$
6'-5•
8'-5'
8'3'
30
.024
10'-0'
10'4Y
10'4
117-0'
10'-0'
10'-0'
101=4'
.032
1 r -r
11=r
1r -r
1 i' -r
11'=r
111-r
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THEAPPROPRIHTE'FACTOR SHOWN
IN TABLE 1, SHEET 1.
12' x 31%2" W PANEL (SEE
NOTE 1 BELOW)
LL-rs
(PSF)
pANEL-r
(IN;)
90 MPH SPAN
100 MPH_
SPAN
110 MPH SPAN
EXP.B
EXP.C-
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
14'-3'
14'-3•
14'-3•
14'-2'
14'3"
12'-10"
.024
15'-r
15':7,
15'=r
15'-r
15' r
14'-1-
.032
16'-8•
18'-8'
mor-
181-W
18'-8"
1r -r
.040
20'-11'
201-11'
20'=11'
20'-11'
20'-11'
19'-9-
20
.020
11 ,-t0•
11-10•
11'-10•
1 r 10•
11'-10•
ll, -lo -
.024
12'-10'
12'-10'
12'-10'
1'2'-'10'
12'-10"
12'-10"
.032
153'
15-5'
153'
15'.5"
15.5'
15'3'
.040
1r-3'
1r-3•
1r3•
1r3"
ir3'
1r3'
30
.020
104"
10'4-
10'-'
101=4'
101-4'
10'-4-
.024
11'-2'
1 T -r
1 r,Y
11'-2'
1 r-2"
1.r-2-
.032
1T-8'
13'-8•
13'=8'
13'4"
13=8'
13'-8"
.040
15'-1"
15'-1'
15'-1•
15'-1'
15'-1•
si
DRAWN BY' EA
TOM CAMPBELL 8 ASSOCIATES, INC.,
UVELOAD.
PM10 COVER SYSTEM AS MFG. BY.
IAPMO.ERD 0188
DATE:4rA=It
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10.
NORM WIND -
DURALUM PRODUCTS. IN0.
0289 ALPINE AVE., SACRAMENTO. G sun,
REVISED or.
RANCHO CUCAMOIIDA CA (901) 711-2107
M.90 0 110 MPH
(916)4R-7021 PAX 403.1519 s AwLe m
SHEET 4 OF W
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
MAX
�4c: ,off
ALUM. fluor ar ►- No. 3' r (*' mr
OR EQUAL *'
ALUM ALLOY3004{UB 1
* SEE NOTE BELOW OR EQUAL
2 X 6`-1/2" RAFTER DBL.'2 x 6"112"RAFTER
L.L.= T 90 MPH 100 PH I 1 0 MPH LL= "T- 90 MPH 100 MPH 110 MPH L L
(PSF) (IN.) �� EXP, B EXP.0 EXP. 8 .C. EXP. B_ EXP.G (PSF) (IN.) °�� EXP, B EXP.0 EXP. B EXP.C_ EXP. B, C. (PSI
.024
.024
16" 12'-7 12-7 17-7 `11'-10' 11'-10' 11'-5" 16' 17'.3" 1r -r lr.;W 18'-6•1V-13" 18'-1"
24- 9'-11' 9'-11' 9=11• 9'-8" 9'-8" 91-3' 24' 14'-1" 14'-1• 14'-1" 13'-r 13'-r 13'-2" 10
18' 18'-3' 16'-3" 16'-r 15'-9" 15'4' 15'-2* 18' 23=0' 23'-0' 23'-0' 27-3'- 22'-" 21'48"
10 .032 10 .032
24' 13'-3• 13'-3'17-r 1r-10" 1r-10' it -5" 24" 18'4" 18'49' 18'-9' 181-1" 18'-2" 1r4"
16' 21'-4' 211-4" 2114" 20'-8" 20'-r 19'-11" 16" 30'=2' 30'4* 30'-2' 29'x" 2W -r 28'-2'
042 :042
24" 1r -W try" 1r-0' 16'-10• 18'-10' 16'-r 24• 24'r 24'-r 24'-r 23'-10' 23'-10' 274" 20
.024
16• 1 9'-4' 9'-4 9'-4' 94" 9'-4' 9'-2' .024 16' 13'-2" 13'-2" 13'-2' 13'+2" 13'47 13'4
-
24' r-7' r-7' r -r r -r r -r r-6" 24' 10'4" 10'41" 10'-9' 10'4' 10'-9' 10'-r
16• 17-5' 12,-5, 17-5' 17.5' 1 12'-5' 12'-r 16" 1r -r Ir -7' 1 r -r 1 r -r 1r -r 1r-4-
20 :03220 :032
24' 1a-2" 10'-7 10-21 10'-7 10'-r 10'-0' 24' 14'4' 14'4' 14'-4" 14'W 14'-4' 14'-r 30
16' _ 18'-4' 16'-4 16'-4• 18'-4' 16'-4' 16'-1' 18' 23'-1' 23'-1' 23'-1' 23'-1' 23'-1' 2745'
042 24' 13'-4' 13'-4' 13'+4' 13'-4' 13'-4" 13'-7 �2 24' 18'-10' 18'-10' 18'-10' 18'-10' 18'-10' 16'-7'
16" _ _ _ _ _ - 18' 10'-10"10.10- 10•-10' 10'-10' 10'-10' 10'-10"
024 024 24• 8'-10' 8'-10' " 8'40' 6'-10' 6'-10" V,10-
16- 10'-3- 10'-3" 10'-3" 10'-3' 10'x' 10'-3" 18' 14'-6' w4r 14'-0' 14'4' 14'-8' 14'-6'
30 .032 30 .032
24- 8'-4 8'-4 8'4" 8'-4' B'-4 8'•4" 24' 11'-10' 11-10' 11'-10' 11'-10" 11'-1(' Il' -l0-
16' 13'-5' 13'-5' 13'-6_" 13'-5'13--W 13'-0"16" 19'-0' 19'-0'19-V 19'4r 19'-0• 19'-0"
042 0' 11'- 11'-0'' 11'-0" 11'4• 11'-0' 042 24' 15'-8' 16'-8' 15'-8' 15'46' 15'4' 15'46"
EXPOSURE B & C
30 t, B.0•
ALUM. ALLOY 3001 -HU
OR EQUAL
TRIBUTARY
WIDTH
TABLE
WE LOAD'
- CLEAR SPAN
(FT.)
UIPMO ERP 0165
1
16'
90 MPH
100 MPH I
O.H.
6 7 B
9 10
1 11 12
13
14 16
10
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
.1.1
11
12
7
5 6 6
7 7
8 8
9
9 10
10
11
11
12
12
13
PROJECTION
- 7 7
8 8
9 9
10
10 11
19
12
12
13
13
14
4'
- - -
9 9
10 10
11
11 12
12
13
13
14
14
15
5'
_ I
- I _
1 11 11
12
12 13
13
14
14
15
15
16
EXPOSURE B & C
30 t, B.0•
ALUM. ALLOY 3001 -HU
OR EQUAL
DRAWN M SAL
* SEE NOTE BELOW I
WE LOAD'
P ` :
3 x8" RAFTER_
UIPMO ERP 0165
1
16'
90 MPH
100 MPH I
110 MPH
ON.)
9
EXP. B I
EXP.0 I
EXP. B I
EXF.G I.EXP.
8 I
EXP.0
14'48"
16'
24'48"
23'-W
24'-W
27-8'
23'-5'
21'-10'
.042
.042
16•
14'-r
14'-r
14'=r
14'-r
24"
V-cr
19'-1'
19'-7,
18'-6'
19'-1' I
it -10"I
DRAWN M SAL
TOM CAMPBELL & ASSOCIATES; INC.
WE LOAD'
P ` :
UIPMO ERP 0165
.042
16'
1r -w
1r-9•
1r4"
1r-9"
1r-9'
17'-r
24•
14'-8'
14.8'
14'4'
14'-W
14'48"
14'-4-
.042
16•
14'-r
14'-r
14'=r
14'-r
14'-r
14'-r
24"
* NOTE: SINGLE RAFTERS SPACED 18' D.C. MAY BE USED AT
32" O.C. WHEN DOUBLED ANOSINGLE RAFTERS SPACED
24" O.C. MAY USED AT 48' O.C. WHEN DOUBLED.
PROJECTION
O.H. SPAN
h
TRIBUTARY TRIBUTARY -
WIDTH 1/2 SPAN + O.H.
i
• ',•• NOTE TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN M SAL
TOM CAMPBELL & ASSOCIATES; INC.
WE LOAD'
P ` :
UIPMO ERP 0165
DATE-4RBR011
SCALE: NONE
CDMMERCU+L AND RE907ENT1AL STRUCTURAL ENOOIEF7iW0.
RAFTER SPANS
14 20 a 30 p9f
HORR: WRO
DURALUM PRODUCTS. INC,
6299 ALPINS AVE., SACRAWNTO. CA &7629
REy1SE0 BY:
RANCHO CUCAMONGA. CA (951) 741,210?
9Q 100 6110 MPN
(916)452 -Mi FAx 1011616 �tla®dumoRaem
SHEET 7 OF 33
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT =10' r3._.I,_2y MAX. HEIGHT. C =10'
3.00'SD.4" I #to SMS -�I 3.00" SO. --I 3.00 " SQ.
o3r ®2asO.c. I --.11.00}
" �
MON.
8.5 3" O -
�LUIi� ..14"R U'
032' TYP, VAL04rSTEEL
O518" PLASTIC PLUG .28" OF OE
3" SQ. ALUM. POST 3 SQ. ALUM. POST MAG POST
WITH -SIDE PLATES ODALUM. ALLOY3° SQ. ALUM. POST
ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H36 3" SQ STEEL POST
M. ALLOY 8063-T6
STEEL POST
ASTM A500 GRADE B
ALUM. ALLOY 3.00" OR o"
6083-T6 2.40" 7/18"0 HOLE
1.3%5" FOR 318" MB 2 FLANGES
0 2118' APART
n
0 '75 ASTM GRADE 36 STEEL 1.125" U75'
INSTALL 1jf" x IW x f' HDG
WASHER PLATE AT ANCHORS .7S BASE FLARES
1ST TO 3"WIDE EA
x,80" TYP SIDE OF FLANGES
.090" TYP. USE FOR
INSTALL 1 V x 1 V x )i' HDG ONLY
1-7/18"0 HOLE
WASHER PLATE AT ANCHORS& 2318" HOLES.
FOR 11 O MPH q 2- 5118'0 HOLE TYP. EA. SIDE.
ALUM'T" BRACKET STEEL "r BRACKET 5
ALUM. ALLOY
8063-T6
"H" BRACKET
r— (4) -SDS 25412.
3" x 8' ALUM. RAFT. BRACKET "
3"x 8" ALUM. HEADER
HEADER BRACKET l � l
DRAWN or. EJL
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -PATIO
AS G.,B :
IAPMO ERM 0195
S MAW
COMMERCIALANDRESIDENTIAL STRUCTURAL ENOOVEEWNG
COLUMN $
10, 20 a 20 par
DURALUM PRODUCTS, INC.
I(MG)452-702i
SCALE: NONE
REVISED BY;
RANCHO CUCAMONGA. CA (951) 741,2107
POSTTYPES
HORM WIND ■
80;100 d 110 MPH
8219 ALPINE AVE. SACRAMENTO, CA 95128
-FAx 403.15/9 ube@ ffWwmaom
SHEET 8 OF 33,
HANGER CHANNELS AND MOUNTING BRACKETS
WALL FASTENERS j.%4O° `
ALUM. 3004•H36 -__-, , , LE SEE TAB00' 1 ,
Io U.Uq 2A(�)
Db0. 014 SMS ® PANEL LINSWUL
LOCKS Cit 4e SMS
to qN.281 • AT EA CONTACT -
r$ WALL
- RAIL
� FASTENERS SEE TABLE L Y ROOF PANEL � NUOUS A )
O ALUMALLOY OR 4•
1.75"' A N 6083-T8 ALUM ONEL414 8MS ®EA CONTACT �8ROLLFORMED HANGER EXTRUDED HANGER CHANNELWALL CONNECTION , OLR. HANGER O_
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X ORS
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROJ.
3TENERS, SEE TABLE
A34 FRAMING ANGLE
EXIST. EAVES, RAFTER,
EXISTING EAVE CONNECTION
HANGER / RAIL FASTENER TO FASCIA, WALL 'STUD, MASONRY OR CONC.
WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOUD4;ROUTED
DESIGN 18' O.C. CELL AT FASTENER) OR CONC.
LL=10 LL -20 LL -30 LL -10 LU -20 E;30 LL -10 LL -20
90 A B B C D D E E F
100 A B B C D I D E E F
110 A B B C D I D E E F
LL=20
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
2'.x:4'
FULL OR
r. x fr
NOTCHED
A=SDS25412 W/A34.FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX:
24' MAX.
to
B-SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER). STAGGERED, O.C.
C-SDS25412 AT EACH STUD, 18.O.C. MAX:
WW W
N
D=3/8'0 x 4' LAG SCREW AT EACH STUD
-E=318'0 x 1 1/8' AT 1(.O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
4)' 12y g
'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
-L' ' aeortauL®oea
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG L
LL=10
LL=20
LL=30
2'.x:4'
FULL OR
r. x fr
NOTCHED
16" O.C.
1.'-8"
18'-8'
18'-8'
lw-r
4)' 12y g
(816) 432.7021 FAX 4031310 m
24' O.C:
17-6' 1l'_r
8'-1(•
2'-0' 9'-4' r4'
6-r-
2'4' FULL OR
E
rx8' NOTCHED
24' O.C.
2'-0'
19'-11'
19'-4'
14'-8'
2'x8' FULL
2•x10NOTCHED
'
24' O.C.
2'-0'
31'-11'
31'-11'
25'-0'
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG-: RDLal5pef RLL=20pef
EXISTING LUMBER AT OVERHANG: NiO DR_
1 INCH MAXIMUM NOTCH AT WALL
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 .MID SDS FASTENER
TO BE.IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
14MSIDE
2LL=2)=4M
EA. SIDE,
U -BRACKET
2"x 6 lir OR.
3' x 8' ALUM.
RAFTER
OR 1 117'
EXISTING WOOD STUD FRAMING
1
4 SMS T&B I
AT 12' O.C.
(P.,
NOTE: PROVIDE WATER
PROTECTON METAL FLASHING
CAULK ;IaNt'e AIM SLOPE
r TO,DRAIN
FOR SPAN SEE ALLOWABLE
DEMVIAFTER SPAN TABLE
DRAWN BY: E.N.
DATE:4/1N1011
-L' ' aeortauL®oea
I
2 EACH 1/4M x 3.1/2" LAG SCREWS LL=10 pef. .
COVER SYSTEM AS .
DURALUMPRODUCTS,INC.
2 EACH vird x 3.1@' LAO SCREWS LL X20 AND 30 pdf13)-.0.4.01W
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENMEERNG
AND BRACKET
ATTACHMENTS
}414x1314•(r'MIN.
PENETRATION INTO
REVISED BY:
PATIO DOVEREXISTING
WOOD STUD)
W. 100 # 110 MPH
(816) 432.7021 FAX 4031310 m
SHEET 9 OF 33
NOTE:USELEDER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE; BRACKET
SEE ®FOR ATTACHMENT Nom:PLACE `SIXA FLLAR
MATERIAL BETWEEN BRACKET AND COMP.
MAY BE MOUNTED
RAFTER TO SHINGLE ROOFING TO PROVIDE BEN.
BELOW RAFTER W/
SAMECONNECTIOMS.
WALL CONNECTION 030
BRACKET
CONNECTION
DRAWN BY: E.N.
DATE:4/1N1011
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LIVE Lam"PATIO
10.20630 pd
COVER SYSTEM AS .
DURALUMPRODUCTS,INC.
IAPMO ERN 0193 SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENMEERNG
AND BRACKET
ATTACHMENTS
HORR. WIND ■
4260 ALPINE'AVE., BACW VJENTO, CA 83873
REVISED BY:
RANCHO CUCAMONGA, CA (661) 7413107
-
W. 100 # 110 MPH
(816) 432.7021 FAX 4031310 m
SHEET 9 OF 33
COLUMN / POST TYPES & SURFACE
MOUNT AND
EMBEDMENT
-DETAILS
LINE LOAD =
A AS MFG. BY -
Awwrs v"m usEwtrn
Em 0195
DATE*
DAIS 4I28r20Ft
IREVISEIDGY:
COMMERCIAL AND. RESIDENTIAL STRUCTURAL ENGINEERING
T BRACKET
10, 20 a 90 pd
M PRODUCTS, INC.
POst TYPE S,CAOR E.
STEEL POST ONLY:
® 3'SQ. POST W1
HOWL WIND
J=NEAVE.. SACRAMENTO. CA 95826
U 6 K
1
RANCHO cucAMONGA, CA (9511741.2107
USE POSTTYPE1(3}}.618.0
BOLTS
FOR POST TYPE J
FAX 403.1118 mW$@dWftM16 n
(2}#12 SMS EA
3'30. PO5T SIDE OF POST OR
3• SO' POST
XLu
niptAcKEr
2114"
1111
M.B. THROUGH
POST
KV
r - TToOR EWAL
DEPTH OF
�
2 1x2'0 BOLTS1/2
��16'INSERT
141
USE?2F318
B"kTI Kwnt►�T� KIK
FOOTING OR
i j
CONDITIONS ER
x.188•BOL
POWERS. WEDGE-
- ---
OR60W1L(2}1/4.0
ASTM A38
BOLTS+ OR EQUAL. EACH
2?!S•
FOR
EMBEOMENr DEPTH
XWIK BOLTS)
STEEL
BRAClw TO SLAB.
I
O
MINIMUM'•DISTANCE TO
;•
I
r
EDGEOFSLAB=4"OR
TO CRACK ii 10*
A
ASTM A572 STEEL
(1 V4' MIN. EMBEDMENT)
DE •
(1 tl2'OM.B. ± *
11
T(y
3118•
.
'
" �� . _
• SLAB SHALL BE,IN
GOOD CONDITION
v
POURED CONCRETE
FOOTING SEE NOTE
FROM FEND ¢`L
it
S" 3G POST STL)
(
OF POST yt �•t ..: •
3
FLUTED
3 112' MIN
Fall
POURED .
OR 4' SO. POST (STL)
QUARE—CONCRETE
gS
g
INSERT
W BH� AN TABLE
SPAN TABLE
K.
PL'S/B'THI
!
O8
SQUARE PO�NhGIeED G
EXISTING SLAB
3" SQ. POSTS TO CONC. FOOTING
--
1 tn•
t 10
WELDED STEEL BASE PLATE Q
NOTES:
- BASE PLATE SCHEDULE
1. DO NOT USE ALUM."r
PLATE SIZE MAYBE'USED WITH POST TYPE, SEE SHT, 9
BRACKET WITH 3X6 BEAM
9" SO. x SIA' B. C. D, F. G. B H
ATTACHED
ATTACHED ONLY
TnN&MAGSEAM. 4•oR
FREESTANDING
ALTERNATE FTG.
FOOTING_ & ANCHOR BOLTS
BASE PLATE ANCHOR
2. POST TYPE E
�
CUBE SIZE S0.1r DEEP ' CUBE FM
FOOTING SIZE
SINGLE POSTS
EMBED.
I STA i_' WASHER PLATE-
BASE PLATE
ANCHOR BOLTS (SIZE B TYPE)
BOLTS
r X W X 5):" AT
18" 16" SQ, 12"
STEEL T BRACKET.
(4)- 314.0 HILTI KWIK BOLT TZ STAINLESS
20• 21" SQ. 12'
2r d 24• CUBE
(*1"
3114•
9"kn 5V
STEEL PER I.C.C. ESR -1917 OREQUAL
-
3. POST TYPE F
(4 314• EMBEDMENT DEPTH)
22" 25''60. 18'
26'- 30• CUBE
(4) -IMS
3 t14•
DO NOT USE STEEL'T`
BRACKET W17' I -BEAM,
24' 28' SQ. 20'
i
26" 32" SQ. 23'
31'-34•CUSE
(4}618'0
4'
28" 35" SQ. 25'
- -
�FE� ""
3V - 39' CUBE
(4}314'0
4314
, `
30' 39• SQ. 28"
-
CA
32" 43" SQ. 30'
40' - 42• CUBE
(4)114'0
43/4'
Ad?
34' 47" 90. 32'�
NOTE& BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
ND 946
36' 51" SQ. 3 -
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
f
38" 55" SQ. 3T
>�
40" 60" SQ. 39'
42" w so. 41'
44" 69" SQ. 43•
CUBEFOOTMG Wf C SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS.OTHER WISE NOTED
I
DRAWN Or.
t
TOM CAMPBELL & ASSOCIATES, INC,
COLUMN
LINE LOAD =
A AS MFG. BY -
Em 0195
DATE*
DAIS 4I28r20Ft
IREVISEIDGY:
COMMERCIAL AND. RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 a 90 pd
M PRODUCTS, INC.
SCALE: NONE
AND EMBEDMENT
HOWL WIND
J=NEAVE.. SACRAMENTO. CA 95826
RANCHO cucAMONGA, CA (9511741.2107
90.100 6110 MPH4S2-TD21
FAX 403.1118 mW$@dWftM16 n
SHEET 10 OF 33
f—
:038' RX. GUTTER 2.r—
FASCIA-ALUM. ALUM. ALLOY
ALLOY 3004-H36 . O 6063-T8
6.5" ROLLFORMED 4.5"' GUTTER
r 3'
WHEM77 _T
SPLICE
OCCURS 4'
N
P.
ALUM. ALLOY
8083-T8 O
F
4" 1 -BEAM
3'
8'
ALUM. ALLOY WO"M
OR EQUAL OL
3 x.8 BEAM W/ STL. INSERT
4'
ALBS 8 OY /LL605 _ 8 OY
OMAG. GUTTER O
ALU6003-OY
TS
.T I -BEAM O
r r
MAX. 3'
r
ALUM. fluor 30044018
OREQUAL
DBL. 3 x 8 BEAM O
HEADER
BEAM TYPES & ATTACHMENT DETAILS
1 52' .61"
024'
GUTTER EXT. CLIP
GUTTER EXT.,CLIP
.oar
.04r
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERING
BEAM TYPES
10.20 8 30 pd
ALUM. ALLOY 3004-H36 OR EQUAL
J
2)c 6 RAFTER
�iaRo s 1, o Mr1+
(BIS)432.7021 PAX4034SIS aom
SHEET 11 OF 33
3.00" SQ. j.�.
I
2.00'
179"
SPLICE WHERE---J1.0cr--
OCCURS
SPLICE WHERE
occuRs
SPLICEWHERE
r
■ 2.57'
4:0
4.S'
am
TYP.
14"R
TYP.
"
2.19'
2.W
2
Mar
I - ---
rt8"
TM
.28"
f—
:038' RX. GUTTER 2.r—
FASCIA-ALUM. ALUM. ALLOY
ALLOY 3004-H36 . O 6063-T8
6.5" ROLLFORMED 4.5"' GUTTER
r 3'
WHEM77 _T
SPLICE
OCCURS 4'
N
P.
ALUM. ALLOY
8083-T8 O
F
4" 1 -BEAM
3'
8'
ALUM. ALLOY WO"M
OR EQUAL OL
3 x.8 BEAM W/ STL. INSERT
4'
ALBS 8 OY /LL605 _ 8 OY
OMAG. GUTTER O
ALU6003-OY
TS
.T I -BEAM O
r r
MAX. 3'
r
ALUM. fluor 30044018
OREQUAL
DBL. 3 x 8 BEAM O
MAX. 3' I
:042"
AURA ALLOY 30044f78 ■
OR EQUAL T
DBL. 3 x 8 BEAM O
W/ DBL. 3 x 8 STL. INSERT
MAG BEAM O
�M r ss
.03r
ALUM. ALLOY 300"38 OR EQUAL J
DBL..2 x"6:5 BEAM
T-1400.
7.8 FW ASTM A853 GRADE 00
-� 2:875. 1--
3x8BEAM Q
STEELINSERT
ASTM AGO GRADE 40
3" SQ. STEEL BEAMEI
30
.042"
8.0'
U_L
ALUM. ALLOY 3004-H36
OR EQUAL
O
3x8BEAM
.375'
Teo./4S
6.c ur At I IM ALLOY WI134e
:375'
7" I -BEAM °C" O
SPLICE / INSERT
DRAWN BY ENWE
TOM CAMPBELL 8 ASSOCIATE8, INC
LOAD.
024'
UiPMO ERN 01CS
.oar
.04r
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERING
BEAM TYPES
10.20 8 30 pd
ALUM. ALLOY 3004-H36 OR EQUAL
J
2)c 6 RAFTER
MAX. 3' I
:042"
AURA ALLOY 30044f78 ■
OR EQUAL T
DBL. 3 x 8 BEAM O
W/ DBL. 3 x 8 STL. INSERT
MAG BEAM O
�M r ss
.03r
ALUM. ALLOY 300"38 OR EQUAL J
DBL..2 x"6:5 BEAM
T-1400.
7.8 FW ASTM A853 GRADE 00
-� 2:875. 1--
3x8BEAM Q
STEELINSERT
ASTM AGO GRADE 40
3" SQ. STEEL BEAMEI
30
.042"
8.0'
U_L
ALUM. ALLOY 3004-H36
OR EQUAL
O
3x8BEAM
.375'
Teo./4S
6.c ur At I IM ALLOY WI134e
:375'
7" I -BEAM °C" O
SPLICE / INSERT
DRAWN BY ENWE
TOM CAMPBELL 8 ASSOCIATE8, INC
LOAD.
PATIO CO SYSTEM . BY:
UiPMO ERN 01CS
DATE 44 6=1 t
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERING
BEAM TYPES
10.20 8 30 pd
DURALUM PRODUCTS, INC.
� �E AVE.. SACRAMENTO. cJ19""
REVISED BY:.
RANCHO CUCAMONGA, CA (831) 741.2107
�iaRo s 1, o Mr1+
(BIS)432.7021 PAX4034SIS aom
SHEET 11 OF 33
SPLICE
SPLICE
►ILS l
FULL MOMENT
(e To M IIJ #12 S.M.S. II
TYP. THICKNESS -.035 (24 TOT TYP. THICKN S = .035'
6:39'
II u
+ + + + ++ in, ++ 1++
ALUM. ALLOY 3004-H36 ALUM. ALLOY'3004-H36
OR 6063-T5 FOR EXTRUDED OR'6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT'END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12"SIMPLE CSPCICE (ONE SIDE OF WEB) MAY BE USED.
I SPUCE WHR
OCCUP
TQTAL" (3)-7lZ-OBOLT3
DRAWN Or MTOM
CAMPBELL d ASSOCIATES INC
UVE LOM"
O CO 8 AS FG. BY:
1,
O
2.110"
O O
O O
BEAM
1%20g30Od
DURALUMPRODUCTS. INC.
IAPMO ERN 0195
6" 1"
OG
COMMERCIAL AND RESIDENTIAL SWILICTURL ENGINEERING
ALUM��OY
4" I -BEAM 3 0
MOMENT C-BPUCE
NOTE: IF SPLICE=CURS AT ALTERNATE"INTERIOR BAYS, A SINGLE 12• SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCII
ALUM. ALLOY
6063 -Te
7" I—BEAM
MOMENT CSPUCE,
1O
EAM TO POST DETAILS
(2)#10!S:M.S.@.EAA
VALLEY, TYP.
NOTCH ABEAM FLANGE
1 -SEAM ALUM ALLOY AS NEEDED TO CLEAR
(6081-T6) ALTERNATE. 1 SO, POST.CONNECT WEB
yam, C -BEAM TO POST W/(2)-100.
THR"OLTS
SQ. POST
BEAM TO POST CONN.
[;7ffllf:l
4'x3' ALUM.'r'SM
rx4• ALUM. "r
2- 3WO M.B. THRU.STL T
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
DRAWN Or MTOM
CAMPBELL d ASSOCIATES INC
UVE LOM"
O CO 8 AS FG. BY:
DATE uml4Dii
BEAM
1%20g30Od
DURALUMPRODUCTS. INC.
IAPMO ERN 0195
SCALE: NONE
OG
COMMERCIAL AND RESIDENTIAL SWILICTURL ENGINEERING
SPLICE DETAILS
NORMVWIND"
92M ALPINE AVE, SACRAMENTO, CA BSa2S
l(INS)40-Ml
RED er.
RANCHO CUCAMONGA. CA (wq T41-2107
90,100 A TIS MPH
FAX403.1519 - a-2 a u" Dom
SHEET 12 OF 33
�.8: EACH SIDE OF r
IT
PO otT WI WASHER
SO. POST
POST CONNECTION DETAILS
' x 8" x .042" BEAM,
' SQ. STEEL OR
AG BEAM.
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
Y -W
.12,- #14 SDS
FASTENER SPACING � SW
014 x 1/2• S.M.S. TOP
8 Sam M -TOT.
BTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
�OPTIONAL LATTICE TUBES
T OVERHANG
ALUM. ALLOY 3105-1-125
1.500 1.50".
.28" L I 2" I .2w
.018"
09 x 2 "SMS, 21/2"
11/2* SQ..OR 2" LATTICE TUBE
ALUM. ALLOY 3105-1,125
.28" - 3n iij1—
w `
1 lrrsa, r SQ..
OR 2'7Gi' LATTICE
or O.C. MIN.
TO VO.C. MAX.
® 17
2"x3" LATTICE TUBE' LATTICE TUBE TO RAFTER
1
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
(4) - #14 x 3/4" TEK,SCREWS OR (6) #10 x 3/4' TEK SCREWS
BRACKET TO BEAM 18
"U" BRACKET - RAFTER TO BEAM
DRAWN Or. "•
TOM CAMPBELL 6 ASSOCUITE3, INC.
LNE LOAD -
- A 0 - ;
.F I Pir
DATE: utenot 1
ROOF PANEL
81/2
o u FASTENER
t0. 20 a 30 v.1
— —
(4}#14 SDS 0 EA. SIDE
SCALE NONE
P>
ATTACHMENT
2.3V
r SO Pose
TOP & BOTT. TOT: 16
RoLlyopm OREXTRUDED
00
RANCHO CUCAMONGA. CA (051) 741-2107
90.1008, 110 MPH
(919)452-7011 FAX403.1519tabsOftOanoem
SHEET 13.OF33
ALUM. BRACKET x
N74 &M.S. ®12.O.C.
2414 x 1f2' S.M.S. EACH SIDE OF r
FASCIA
ASCL�TE ►i4:1N•0 T W/ WASHER
2' 1- V SEE TABLE
EA. SIDE OF -r BQ. POST
B 1r"IQ"1L024
3"X 3' ALUM. OR
STEEL,POST
RAFTER
"TAIL"
15
Q9
RAFTER TO GUTTER
R
Oar
3' 84. POST
40
2
3.125"'FOR 3 x RAFTER.
GUTTER FASCIA
MAG BEAM raG Posr
3'SQ. sTL. BEAM
13
H - BRACKET TO POST 14
x
ALUM. ALLOY 3105-1-125
1.500 1.50".
.28" L I 2" I .2w
.018"
09 x 2 "SMS, 21/2"
11/2* SQ..OR 2" LATTICE TUBE
ALUM. ALLOY 3105-1,125
.28" - 3n iij1—
w `
1 lrrsa, r SQ..
OR 2'7Gi' LATTICE
or O.C. MIN.
TO VO.C. MAX.
® 17
2"x3" LATTICE TUBE' LATTICE TUBE TO RAFTER
1
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
(4) - #14 x 3/4" TEK,SCREWS OR (6) #10 x 3/4' TEK SCREWS
BRACKET TO BEAM 18
"U" BRACKET - RAFTER TO BEAM
DRAWN Or. "•
TOM CAMPBELL 6 ASSOCUITE3, INC.
LNE LOAD -
- A 0 - ;
DATE: utenot 1
SEAM TO POST
t0. 20 a 30 v.1
DURALl1M PRODUCTS, INC.
IAPMO ERN 0195
SCALE NONE
COMMERCYIL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
NORM WIND w
828E ALPINE AVE., SACRAMENTO. CA 98828
REVISED BY'
RANCHO CUCAMONGA. CA (051) 741-2107
90.1008, 110 MPH
(919)452-7011 FAX403.1519tabsOftOanoem
SHEET 13.OF33
DOUBLE RAFTER CONNECTION DETAILS
BEAM TO POST CONNECTION
TOM CAMPBELL ASSOCIATES, INC.ENO
BEAM SPLICE TO
LOAD-
OCCUR DIRECTLY OVER 518"0 PLASTIC
�QFE E POST. NOT PERMITTED PLUG WHERE
Q
8 S.M.S.
1 1/r OR 2"LATT*r4414
Q 2 -POST UNITS
Gq 6 SCREWS_ I SCREW IS INSIDE
ALTERNATE t/2`DOUBLE `
51
�� �4A. PERS E 1
BOLT CONNECTIOPLAN 2•
" "
•5 #14 SMS MAY
REVISED W.
LTERNATE:;:
S M:S. EACH
ND 3'F34® 3:5'
BE USE AS
3.5" ALTERNATE TO
(818►452-7021RAX1W1d/8tels�duakmcom
SHEET 74 OF 33
AFTER TO COL114"0
BOLTS
ONNECT. (8 -TOT:)
8" BEAM
OR
-
4.s" 0 r
6414 SMS
�.
EACH. SIDE I 6112° SIDEPLATE EA.
SIDESEE POST SCHED.
3"x 3•STL.POST (24*)
°
ALTERNATE:
#14. SMS EA. SIDE
INSERT ATTACHED OR
(2}2x8.5 OR
TOP, MID HEIGHT
AND BOTTOM. 3"SO. POST BETWEEN SIDE'PLATES
3"x 3"STLPOST COLUMN
(2}3'x8'HEADER
FOR FREESTANDING
(2}112`BOLT
BEAM TO POST CONNECTION 21
rxBssIDEPLATE
POST SCHEDULE
DBL. RAFTER / DBL. HEADER CONN. 19
3" SQ. x.032" + (2}2"'x 61/2"x.020 3" SQ. x .032" + (2}2" x 61/2" x :032"
Wl (6}#1.4 S.M.S. EACH SIDE. lflW/ (6}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
#8 S.M.S. EACH SIDE
LATTICE 1 11 0112' 2"
EXISTING
SHEATHING
DBL 3"X8"X042 BEAM
ALUMINUM MEMBER
WITH WOOD FILL OR,_
OR DBL. 2"X8:5"X 032" BEAM �
2'x8" NOMINAL LEDGER
(NEW OR EXISTING)
2'x6.5" OR 3"x8' RAFTER
_
O
1
ALTERNATE: 1/r BOLT
I
°
o
ALTERNATE:
g'
(2) SIMPSON 50525800
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
c
518.0 ACCESS HOLES
(4 -TOTAL)
INSTALL 6 - #14 X
ALTERNATE:
3' SQ. POST
LONG SDS ® EAGH
HEADER TO COLUMN
(2} 2x8,5' OR (2)-3'x8' HEADER
EXISTING
1" STUCCO OR EQUAL
(12 FASTENERS PER
ALTERNATE:
CONNECTION)
2 5' PENE. INTO EACH WOOD STUD
CONNECTOR (2} #14 S.M.S. EACH RAFTER,
EXIST. STUCCO / LEDGER
DOUBLE HEADER TO
STUB COLUMN TO DOUBLE HEADER CONN. 20
ATTACHMENT DETAIL 22
COLUMN DETAIL 23
1
DRAWN BY: EXIVE
TOM CAMPBELL ASSOCIATES, INC.ENO
LOAD-
PA S ASMFG.,BY:
44PM0 ERN 0193
DATE 4rAMit
SCALE: NONE
I
CDMMERCNL AND RESIDENTIAL STRUCTURAL ENGINEERING
LAl S10E
CONNECTIONS
10.20 a 30 Dv
HORIL W WD -
DURALUM,PRODUCTS. INC.
8268 ALPINE AVE., SfK;RAMENTY), CA 96828
REVISED W.
RANCHO CUCAMONGACA(961)741-21m
90.100a110MPH
(818►452-7021RAX1W1d/8tels�duakmcom
SHEET 74 OF 33
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID P/
TRIBUTARY
3"x8"
BEAM WINSERT
DBL.2^x6.5°x.032" BEAM
DBL. 3"x8"x.042"BM
EXB&C.
EXB&C
'
EACH w/ A 3"x8" STL. INSERT
ATTACHEDPOSTMAXpOST FREESTAND ATTACHED
OR 3"x8"BEAM
MAXpOsT
FREESTAND
ATTACHED
SPACING
(SPAN)
SMAX:COL
ma
F
MAXPOST MAXPOST
FREESTAND
ATTACHED
5'-0" SQ x
(IN.)
SPACING
ON SLAB *
SPACING SPACING
3
FOR D13L FOBEAM
SPACING
(SPAN)
FTG-.
MINR
34
MIN.
POST
C 21 � �
MIN
J2
M
PTM
F
41
2-x8 5'x.032"
(IN)
ME
(NG
)
TYPE
(�
13'-1
4,
6''2°
8'-4• 8'_5.
29
J
192o
B
11' 11'-4°
32
J
720
B
26 E 18'-8'
l'-11. 8'-0"
12'-82,_1.
32
J
1r
2 27 C
23
J
2 30
5`
4'-10"
T-4� T -T
28
J
1 21
B
101-8"
31
J
2124
B
11,'-9'I
32
6'-T" T'-2"
24
C E 16,-15.x.
35
.�
2 31
,_2.
7'
_2.
.�.
6'
4'-0"
e'-1' e'-11"
28
J22
B
9-9°9,�.
30
J
224
B
J
2 31
F
S'-6• 6,_r
E
7'
3,-s»
5'_3. 6,_5.5'-11"
28
J
-
B
9, .8._T.
30
J
5
B
.�
E °
4'-9.
91-109,x.
31
J
2 29 E
13'-1103
33
8'
3'=1"
5,'9°
29
J
223
B
6-58,_0.
29
J
?12
B
4'_1" .5'-2°
31
J
13 -32._T•
P2_9 E
33
j
2 33
F
5
8'-11'
91
-
5'-2°
30
J
2123
B
7'=11T
30
2
B
26 E 12'-8•
32
J33
3,.8. 4,�■
F
12 ,
8%6-
-T
`�
26
10,
3'-8' 4'-7"
-
31
J
21
B
T-6"
31
J
23
B
-2'
3'-4" 4'-2"
F
24,
T-2
26
33
K
11'
-
3, 4,=2.
31
J
21
B
T=2'
31
J
24
B
_u
3'-0" 3,-9»
24
6'-10
27
12'
3'-10' . M
32
J
22
B
7'-116'°
32
J
24
B
2 -9 3'-8
24
,r
27
13'
_
2'=10° 3'-7"
.33
K
2225
B
0
33
K
-2-4-2,3
B
2-6. 3,_2.
6.
14
2'4" g'=4•
:33
K
22
B
6'-4"
33
K
25
B
-
2,-4" ,.-
�s
��_„-
in
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB'SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MA WUM'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
TIOS /COMMERCIAL 12' OR LESS EXP.B&C
TRIBUTARY
3"x8"
BEAM WINSERT
DBL, 3^x8" BEAM
WIDTH
EXB&C.
EXB&C
EXB&C
EACH w/ A 3"x8" STL. INSERT
ATTACHEDPOSTMAXpOST FREESTAND ATTACHED
c
3'-6' SO x
MAXPOST
FREESTAND
SPACING
(SPAN)
FTG, MIN SPACING FTG. MIN: FTG. MIN.
(SPAN) ST POSE
PTO
ma
F
20' OR LESS
FTG,
MIN.
5'-0" SQ x
(IN.)
.�E
(IN.) (IN.)
(IN:) TYPE POP
18 DEEP
34
J
C 21 � �
37
J2
28
F
41
25 E 0 -10•
13'-1
33
J
23 C 19'-r
36
J
26
F
5'
26 E 18'-8'
29
12'-82,_1.
32
J
1r
2 27 C
36
J
2 30
F
s'
E T -O•
11,'-9'I
32
24
C E 16,-15.x.
35
.�
2 31
F
7'
_2.
.�.
7
10'-110,_5.
31
J
2 28 E
15'-84��
34
J
2 31
F
81
E
10'9'-10•
31
14,-T3'-11
228 E
2 32
F
9'
.�
E °
91-109,x.
31
J
2 29 E
13'-1103
33
J
1'30
F
10'
F -2"
2
9'
31
J
13 -32._T•
P2_9 E
33
j
2 33
F
11'
8'-11'
F
32
J29
26 E 12'-8•
32
J33
30
F
12 ,
8%6-
F 12,=1.
8-7-
33
K
12'-11.=r
Z 29 E
33
K
30�
F
IT
-2'
F
33
K
27 E
33
K
30
F
�� F 111-126
_u
14'
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
20' OR LESS
4'-0” SQ x
4'-7" SO x
5'-0" SQ x
18 DEEP
18 DEEP
18 DEEP
FOOTNOTE. "SAMPLE"
"SAMPLE"
FIGURE INDICATES EXPOSURE B --I� �I
IFIGUREiNDICATE3 EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP, B B, C.
DRAWN V. E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD ■
CO ER M AS
IAPMO ERC 0185
OATS: 4neno++
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
t0. m a m pit
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741,4+07
AND A
AND ATT OH�
HORM WIND
80,100 a ++0 MPH
B7lB ALPINE AVE:, SACRAMENTO. CA B5S20
(9/e)452.7021 FAX10}15/s
SHEET 25 OF 33
1 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE. PATIOS 12' OR LESS EXP. B & C I
THE MAXIMUM COLUMN SPACING ON'EXISTING SLAB SHALL BE
THE'SMALLER OF THE MAXIMUM SPACING SHOWN -IN THIS
COLUMN OR THE MAXIMUM POST SPACINGZHOWN 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 W 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 S C.
DRAVIM BY: E.N.
DATEIRQ/L011
3" SQ. STEEL BEAM DBL. 3°x8"x.042"BEAM DBL 2"x6.5"x.032" BEAM 3"XS" BEAM WINSERT DBL. 3"x8" BEAM
LATTICE
POST SPACIND T"�
1`
o'
: BY:
DURALUM PRODUCTS, INC
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
FREESTAND ATT: FREESTAND ATT., MAX.POST MAX.POST FREESTAND -ATT. FREESTAND ATTACHED
�-
5
Sm
MAX -COL
MAX.POST MAXPOST FREESTAND ATT: MA)LposT MAX POST
NORM VAND °
'
SPACING
ON SLAB*
SPACING SPACING
(SPAN) tea' POST �G' (SPAN) FTG.POST FTG. FOR DBL FOR 3' z 8• FTG, SPACING MIN `MIN
SPACING MIN SPACING MIN MIN._ SPACING �PT%g
(SPAM �FTG(SPAN]�G'POSTG' POST
m_ �+
RANCID CUCAMONGA CA (051) 7{1,2167.
-
10 E L 00
POST'
(IN.) `TYPE (IN.) (IN.) TYPE (IN.j 2'z8.5'x 032` BEAM (IN.) Po (INTYPE.) (IN(IN.) (IN.) TYPE (IN'1 TYPE
(010) 432-70Z/ FAX403-15 Awshunc^m
4'
1T-0"
-12'-2"1'-9"
29
G
1416 20'
G
1616 14'-4g:_-,13��" 14'-2"13-0"
30
G
14,6 26'-0"4-10
35
G
1 36,
39
G .
2 23 B
4'
19'-1"133
20 35',1"
5`
13'-7"
11'-4.
2$
G
14 1 r-1 ° r
32
G
17 12'-6- 12'.-8"
29
G
15 23'-3"
34
G
18 32'-1 " w
37
G
21 B
5�
0 -11
16 17 -1
19 I 1-11" 12 -1
17 22 -2
21 31'-4
24 E
6-
6'
11'-4"
10'-8"
28
G
15 16`-4" �-
31
G
17 11'-5" 11'-r
29
G
15 - 21'-3^ ^
33
G
i 9 30'-0" -
37
G
21 B
6-
17 1b 7"
° ^
20 10'-11 11-0
18 20-3
l
.22 28'-8'
24 E
7'
9,-8„
27
(j
1.515 15'-214,-5°
31
G
1 20 10'-7"10'-1. 10'-810
28
G
1618 19' *
33
G
2 2r 26-6"
36
G
2 2$ B
T
-2"
9"
E
8'
8'-6"
27
G
16 14'-2'
30
G
18 9'-11^ 10'-0"
27
G
1 18'-5" -
32
G
20 26'-0-
35
G
22 B.
W
18 13'-6'
21 9 -5- 9 -6 ^
18 17'-0
23 4'-10
25 E
9'
T-7"
27
G
16 1.3_'-4'
30
G
19 9'-4" �- " 9'-5" .
2 -
G
17 17'-4" ^
32
G
20 24'-6" °
35
G
23 E
9'
N8-
19.12-.9.21
8 11 9 -0 °
19 16'-0
23 23'-5
26 F
10'
6'-9"
27
G
17 12'-8°
29
G
19 8'-10° 8'-11'
27
G
17 16'i"
31
G
21 3'-3"
34
G
23OE
,
19 12'=1-
21 8'-5" 8'-6°
19 15'-8"
24 22'-2"
2610
11'
6'=2"
28
G
17 12'-1 °
29
G
19 8'v° 8'-6"
28
G
1_T151-8"-
31
G
21 -2°
34
G
24-
8,_4'
19 11'-6°
22 8'_=1" 8'-2°
19 4'-11°
24 21'-2°
2711'
12'
S'-8"
29
G
17 11'-7"
29
G
19 8'-1" 8'-2°
29
G
17' S
$1
G
21 21'-3"
33
G
24
20 1i' -o^
2z 7,-s" r-9°
20 i4'�4^
2a 2a-3"
2712'
13'
5'-2"
8 -� "7,_8"
29
H
1 2U 11-110.-7'
29
H
20� r-9" 7'-1 o'r-s•
29
H
1 20 14�
30
H
2 25 20� 9._5°
33
H
2 28 -E--
r-2^
13', g^
F13'
14'
4'-10"
r-9°7._5.
30
H
1 1Q'-010'-2.
30
H
2 T-4° T-7"
30
fi
1
30
H
25 -18'-9°
33
H
2 Zg E
14'
20
23 6'-8" T-0°
20 13`-3"
F
15'
4'-6^
17'-6"..
31
H
1 10'9:-10•
31
H
2023 6'-10" r-4"
31
H
F207
31
H
2
32
H
E
15'
21
6,_3" 7.-0
2'=10^
25 VA"
28 F
THE MAXIMUM COLUMN SPACING ON'EXISTING SLAB SHALL BE
THE'SMALLER OF THE MAXIMUM SPACING SHOWN -IN THIS
COLUMN OR THE MAXIMUM POST SPACINGZHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS. CUBED FOOTING SIZE
MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE_ B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B S C.
DRAVIM BY: E.N.
DATEIRQ/L011
TOM CAMPBELL 6 A$SOCWTE3, INC.
LATTICE
POST SPACIND T"�
LIVE LOAD `.
10. 20 A 30 Pof
: BY:
DURALUM PRODUCTS, INC
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RE81DENTIAL SMCTURAL,E14GINEEMNCI
FAEEBTANOM
AND ATTACHED
NORM VAND °
MI) ALPINE AVE:. BACRANE,."A$",
SHEET 28 OF 33
REMED BY:
RANCID CUCAMONGA CA (051) 7{1,2167.
-
10 E L 00
Op,100'a 110 MPH
(010) 432-70Z/ FAX403-15 Awshunc^m
-