BOTH2016-000678-495 CALLE TAMPICO
LA.QUINTA, CALIFORNIA 92253
Application Number: BOTH2O16-0006
4 auucrw
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Property Address: 80065 WESTWARD HO
APN: 600070010
Application Description; INDIAN SPRINGS / 910SF FREESTANDING LATTICE STRUCTURE
Property Zoning:
Application Valuation: $6,000.00
Applicant: r
��VALLEY PATIOS INC DBA VALLEY CONCRETE &37897 CHESTERFIELD STREET'` INDIO, CA 92203 2016 I
CiT'f OF LA pUINTA`}
0* 11,1UNITYDEVELOKI..cNTDEPARMENT
VOICE (760) 777-7125
FAX(760)77 7-7011
INSPECTIONS (760) 777-7153
Date: 7/20/2016
Owner:
INDIAN SPRINGS -30LF CLUB
79940 WESTWARD HO DR
INDIO, CA 0
Contractor:
VALLEY PATIOS INC DBA VALLEY CONCRETE &
37897 CHESTERFELD STREET
INDIO, CA 92203
(7.60)534-4634
Llc. No.: 937811
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one o9 the following declarations:
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance
License Cla s: C-8 1 License No.: 937811 of thork for which this permit is issued.
G
10
I have and will maintain workers' compensation insurance, as required by
Dater �% rContracto Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insuranc2 carrier and policy number are:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the I
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).:
( ) 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.).
(� 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 I am exempt under Sec. I 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
Carrier:- Policy Number: _
I certify that in the performance of -:he 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 thst, if.1 should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
nt:
WARNING: FAILURE TO SECURE WORKERS' COVIPENSATION 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 FOF IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNONLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on thi! 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 ssuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify. that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above -me tioned pr perty foninspection�pure ..G�
Dater Signature�(itnnlic o �rtt�
I /� r
FINANCIAL INFORMATION
"'DESCRIPTION I ACCOUNT;`` x� QTY AMOUNT L: P PAIDE PAIDDATE
�x.+_
BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1:00 7/20/16
,METHOD RECEIPT #�x y_`z k' CHECK # r �' ' CLTD BYy
,. ,*, s .
VALLEY PATIOS INC DBA VALLEY C CHECK R17231 1287 RSE
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00
a a y DESCRIPTION'
CCOU
A NTS"-
AMOIINT�
` <il. PAID
PAID DATE;tt
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$97.17
7/20/16
��p 4r 9Y xY'. .$ G -
PAID BY
-'. f 5... ,L 9 4` Ty
METHOD
S .. .•,, . -..
:RECEIPT#'F�CHECK#
y yg
._:
CLTD BY.
.$
,
,
VALLEY PATIOS INC DBA VALLEY C
CHECK
R17231
1287
RSE
X ' UESCRIPTtON
. sr -F ,
" T_ ACCOUNTAMOUNT,
E
- %
•8
PAID r,
r Z
;PAID DATE`
?
i
;
� i
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$95.72
7/20/16
BY:;kt
METHOD
#�
'CHECK '# `,
yg CLTD BY„
".zPAID
,�
,RECEIP.T
VALLEY PATIOS INC DBA VALLEY C
CHECK
R17231
1287 •
RSE
Total Paid for PATIO COVER /:COVERED PORCH / LATTICE: $192.89 $192.89
DESCRIPTIONS tir
$ x,ACCOUNT.
i'QTY
F ";'PAID'PAIDDATE
FAMOUNT
SMI - COMMERCIAL
101-0000-20308
0
$1.68
$1.68
7/20/16
ETHODA, ' �
` 'RECEIPT # �
CHECK #
CLTD BY {
AllFP2
;° __*AA
C
VALLEY PATIOS INC DBA VALLEY C .
CHECK
R17231
1287
RSE
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.68 $1.68'
TOTALS: .$195.57 $195.57
i
i
,4
�.r
Description: INDIAN SPRINGS / 910SF FREESTANDING LATTICE STRUCTURE
Type:•PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 7/12/2016 MFA
ENGINEERED - OPEN "
Approved: 7/19/2016 AOR
Parcel No: 600070010 Site Address: 80065 WESTWARD HO LA QUINTA,CA 92253
Subdivision: TR 2190 Block: '.Lot: 41
Issued:
Lot Sq Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $6,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
NOTES
Details:. 910SF FREESTANDING MULTISPAN LATTICE STRUCTURE [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS,
FLATWORK, OR REVIEW FOR SITE DEVELOPMENT. 2013 CALIFORNIA BUILDING CODES.
ADDITIONAL SITES
Printed: Wednesday, July 20, 2016 7:43:57 AM 1 of 3
. SYSTEMS
1process
CHRONOLOGY TYPE
STAFF NAME =
7 +.
COMPLETION DATE
NOTES
_. , ..
ti
.a
Applied to Approved
Printed: Wednesday, July 20, 2016 7:43:57 AM 1 of 3
. SYSTEMS
CHRONOLOGY TYPE
STAFF NAME =
a ri4CTION DATE:`
COMPLETION DATE
NOTES
_. , ..
ti
EMAIL SENT TO APPLICANT/CONTRACTOR THAT PLANS ARE.
E-MAIL
AJ ORTEGA
7/19/2016
7/19/2016
APPROVED AND PERMIT IS READY TO ISSUE.
CONTRACTOR BROUGHT IN SUBMITTAL AND BURT SAID
NOTE
MARY FASANO
7/12/2016
7/12/2016
PLANNING NEEDS TO SEE IT AS WELL
CONTACTS
NAMETYPE�
*FNAME �` w o.
*��_
ADDRES51
:CITY.-,
STATE'
? 'ZIP ' ;PHONE
FAX
EMAIL
APPLICANT
VALLEY PATIOS INC DBA VALLEY
31897 CHESTERFIELD
INDIO «
CA .
92203
andy@valleypatios.co
CONCRETE &
STREET.
-
m
CONTRACTOR
VALLEY PATIOS INC DBA VALLEY
37897 CHESTERFIELD
INDIO
CA .
92203
andy@valleypatios.co
CONCRETE &
STREET
i
m
OWNER
INDIAN SPRINGS GOLF CLUB
79940 WESTWARD HO
INDIO
:CA
0
DR
Printed: Wednesday, July 20, 2016 7:43:57 AM 1 of 3
. SYSTEMS
... ... .....
.......... .. .. .. ...... . . .
FINANCIAL INFORMATION
... . . ........
J, 7, �q PAID i�
,DESCRIPTION - ACCOUNT QTY '��AMOUNT`
PAID DATEt RECil�i C
ME'
BY.
VALLEY PATIOS INC
BSAS SB1473 FEE
101-0000-20306
0.
$1.00
$1.00
.7/20/16
R17231
1287
CHECK .
1..RSE
DBA VALLEY
T6tal Paid for BUILDING STANDARDS ADMINISTRATION
$1.00
$1.00
BSA:
PATIO COVER, STD,
VALLEY PATIOS INC
101-0000-42404
0
$97.17
$97.17
7/20/16
R17231
1287
CHECK
RSE
OPEN
DBA VALLEY C
PATIO COVER, STD,
VALLEY PATIOS INC
101-0000-42600
0
$PS.72
$95.72
7/20/16
1117h-1
1287
CHECK
RSE
OPEN PC
DBA VALLEY C
Total Paid for PATIO COVER COVERED PORCH LATTICE:
$192.89
$192.89
VALLEY PATIOS INCRSE
SMI - COMMERCIAL
101-0000-20308
0.
$1.68
$1.68
7/20/16
R17231
1287
CHECK
DBA VALLEY C
Total Paid for STRONG MOTION INSTRUMENTATION SMI:
$1.68
$1.68
. ... ......
TOTALS:
195.57
.. . . . .....
ATTACHMENTS
Attachment.T a -•::, CREATED- �.
OWNER
DESCRIPTION &
:. PATHNAIVIE. -, .=r
ETRAKIT,ENABLED:;
•aSUBDIR
DOC 7/19/2016
`
'AJ ORTEGA
SITE PLAN (APPROVED)
BOTH2O16-0006 - SITE
1
PLAN (APPROVED).pdf
BOTH2O16-0006 - 1ST
DOC 7/19/2016
AJ ORTEGA
1ST SUBMITTAL SITE
SUBMITTAL SITE
T
PLAN
PLAN.pdf
'
Bin # City' of La Q uir� to
Building tat Safety Division
Permit # 78-495 Calle Tampico
f�(�1 La Quin ta, CA 92253 - (760) 777-7012
" Building Permit Application and Tracking Sheet
Project Address: �Q • A WWOwner's Name: ' \
8' Ken t'� a nl� to
A. P. Number: Ok
Address: . 7 l 9 g o we S AvjG-(d• Wo 8( -
(—Legal
Legal Description:
City, ST, Zip: W16, C A el -1-2-0.1
Contractor: 1�
Telephone: 7 0 2o3-4313
?>< ><
Address: `7 4qR O l7 -y (, n ,d a fl
Project Description: AS a. �t
J P � -} I1 �IUM0.UJOoC;1
City, ST, Zip: 6e.('AW d0, 0v,\ j
ajl O cu v2/ e T - f s-� ke box
Telephone: n • O -
P 760 2 3 � 3>
3
d t n S n
r
o a 6Q.l
r n c 5 c- IV 5
State Lie. # : l 37 $ k(
City Lie. #.:
') 5-.x 2 G
Arch., Engr., Designer:
Address:
City., ST, Zip: .
h
Telephone:
one•
Construction TY Pe: Occupancy:
:
State Lie. #:
Project circle one) Add'n Alter Repair Demo
hPa Ne w 0
Name of Contact Person: And
Sq. Ft.: gD
#Stories:
# Units:
Telephone # of Contact Person: 7 bO Z0 -1 Lt 313
Estimated Value of Project: (�, oc7 Q
APPLICANT:. DO NOT WRITE BELOW THIS LINE
tl
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for-corrections/issue
Electrical
Subcontactor List
'Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
1-I.O.A. Approval
Plans resubmitted
Grading
IN IiOUSE:- '
'"! Review, ready for correctionstis'sue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit Fees
Cc
PATIO COVER SYSTEM AS MFG. BY: DURAL.UM PRODUCTS,- INC.
GENERAL NOTES: DESIGN REQUIREMENTS:
WIND SPEED CONVERSION TABLE:
THE DESIGN -OF -ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY V
2012!2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AI
RESIDENTIACGODES, ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER ST
AND THE 2015 ALUMINUM DESIGN MANUAL - ADM. COLUMNS BEARING ON CONCRETE SLAB IS
ACCORDANCE WITH 2012/2015 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL -C
AND =ACI,318t14_FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.'
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 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.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NU I BE r_IgCLG3rD WITI I AIIY TYf'G or CQUO nR 6AF4H nAGTFRIAI .
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RA110'(F^JP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE 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.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
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 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG 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 SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBCIIBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH = 110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC &
IBC APPENDIX CHAPTER I.
ROOF LIVE AND, SNOW LOADS: 10, 20.25.30.40 & 50 psf. (SNOW LOADS AT GROUND
LEVEL 25, 30, 40 & 50 psf)
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS: 20,25; 30.40 & 50 psf. (SNOW LOADS AT GROUND LEVEL
25, 30, 40 & 50 psf)
ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110,'120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, SDs = 1.0, Sa = 0.50
RESPONSE MODIFICATION FACTOR, R:1.25
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
R. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. -MINIMUM 66VER SIZE ATTAUHtU I U MAIN STRUCTURE OR rnccGTANPIN e; in, Y 1n'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITEDESIGNPARAMETERS:
(SITE ADDRESS:
WIND SPEED & EXPOSURE:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. ATA MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE ROOF / SNOW LOAD:
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (Le.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
D. TYPE OF HEADER, POST TYPE & QUANTITY�FOOTING SIZE (WHERE REQUIRED) BASED ON THE STRUCTURAL
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE F. OTHER DOCUMENTATION THA THAT BE REQUIRED BY THE LOCAL AUTHORITY HAVING ENG'INEERIN'G FIRM
JURISDICTION. r
'-� , ENG/NEER/NG
SHEET INDEX':
SHEET # SHEET TITLE / DESCRIPTION STRUCTURALENGINEERING
26030 ACERO SUITE 200 PHONE: (949) 305.1150
T-0 ..........:... TITLE SHEET, DESIGN LOADS, GENERAL NOTES MISSION VIEJO, CA 92691 FAX: (?49) 305-1420
SH - 1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER
SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK, SE 5885
SH -3 .............PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: ANTHONY TRAN
SH -4 ............MINIMUM FASTENERS
SH - 5-6 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
SH -8 ............EXISTING EAVE CONNECTION DETAILS
SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH -10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
SH -11 ..........LATERAL�ORCE:RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
SH - 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SH - 13 ....:....HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH - 14 ......*g BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH - 15-17 .....SOLID- COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110 -130 -MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L,11a0-130 MPH
SH - 4344 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L,110-130 MPH
-4
SH - 456 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 1101.0 MPH
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
2 N
O cy)
ZN Cfl
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sz
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S5885
OF Cpl �FO�
03-09-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # - 16.1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
T-0
0 OF 50 SHEETS
7�
5
0
6
0
7
8
ATTACHMENT
ROOF PANEL SEE TABLES SEE DETAIL A, B & C.
SHEET 4 FOR ROOF SHEET 8
PANEL ATTACHMENT TO
SUPPORTING WALL -
HANGER & BEAM.
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
u e r
SOLID PANEL STRUCTURES
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
3 1/2" SLAB ATTACHMENT) W w
MAY BE USED NOTE: NO SPLICE AT EXTe IOR POSTS
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENTTO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% -
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
FOOTINGS
SEE TABLES
CENGTy
O.H. OF ST RUCT URE VARIES
BEq III
pOSTSpAN/ BEAM - -SEE
SEE TAB�FS/N0 FOR POST SPACING
NOT TO
OF BE .o
ACCOwAeLe Sp,AN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
ROOF
ATTACHMENT OVERHANG,
SEE DETAIL A, B & C, OR WOOD, OR
ROOF PANEL SEE TABLES SHEET 8gNENGTNOF CONCRETE
SHEET 4 FOR ROOF D SyA� STRUCT WALL SEE
PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT. Ty � NOT 8 URE VA SHEET 8
SUPPORTING HANGER & BEAM. E pRO�FCT NS /v
"O.H."
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
r
OF ROOF PANEL
SEE DETAIL 11, SHEET 12�
BEAM
ALLOWABLE SPAN J�
FOR MANDATORY SPLICE.
Sp BEAM - SEE TABLES
POST
SEE DETAIL 11, SHEET 12✓
NO BEAM SPLICE AT
EXTERIOR POSTS.
SpAN�
SFE TgeLEs G FOR POST SPACING
F
=
p0 SPAN/
BEAM -SEE TABLES
N SPLICE AT
POSTS, SIZE VARIES
SEE SHT. FOR MINIMUM4
EkN' NOT T O
EXTERIOR POSTS.
11
NUMBER OF REQUIRED COLUMNS
Beep
OF 25°0
q«ow
/
6CFSp
POSTS, SIZE VARIES
31/2" SLAB ATTACHMENT) "
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTIS PAN W/ CANTILEVER OPTION
ROOF PANkl SEE TABLES MIN. 0.25" SLOPE
SHEET 4 FOR ROOF PANEL PER FT
AT (ACHMENT TO
SUPPORTING BEAM.
O.H.L
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN J�
SEE DETAIL 11, SHEET 12✓
Al
FOR MANDATORY SPLICE.
p0 SPAN/
BEAM -SEE TABLES
N SPLICE AT
4CING
SEE Tge�M
FOR POST SPACING =
EXTERIOR POSTS.
S-4
II
POSTS, SIZE VARIES
ON. NOT (jl
T iv
It- SLABACCOwABt
OF BEAM „
3
MAYBE USED
SpA/V
TO CONSTRAIN
III
FOOTING, SEE
W
TABLES
FOOTINGS
SEE TABLES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
2 `N
CD
N cfl L0
2 wmC-)
� � O
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uw>-
Q
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O
O �-
M C/) Lj
COO CO O
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Q�pFESSIp�4
S5885
OF CAl�FO�
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES
SH -1
1 OF 50 SHEETS
v u. _ e r _ v - n i. - j- ..
,
OPENIATTICE STRUCTURES' k,
a RAFTER, SEE TABLES ` r _
• ' WAIL LEDGER OR
ROOF OVERHANG,
SEE AIL A,6 8 C
ST/NG@(q WALL LEDGER OR • . v �G��� r (p/NG " . SHEET B , r
how ROOF OVERHANG, i x
MAX. O.H."O.HSEE DETAIL A,B & C, »
r M
25% OF RAFTER ' SHEET 8. i 1^
vS r ♦r q4C?S oLLOWABLE RAFTER, SEE TABLESSPAN
'u, ?' . -• � ' r't � ' /",* `- �%Yq@� 6 R�9rl,G'' � _ '1 r t ,�-. �� • �, y � ➢, Rz�': MAX.•O.H
H. O.'y „,., f • , t .,
2 25%'OF RAFTER I
n
LL
v♦ .y �_r F. N ..J. - H N .aso0'9.1.OL k �.OW PAN `
MANDATORY BEAM SPICE - SEE �• * ,+ ''` ➢{�, \C?' a
DETAIL 11, SHEET 12 +• Y .r,.e' --a "' AGE G.. "i :... , +•s i ... •+-_ - ' - rt t s ,
NO BEAM SPLICE AT \yC� 60
Lu
EXTERIOR POSTS �(O
t U'
r
101,
q,� } �t MANDATORY BEAM SPICE SEE
r MA
a LENGTH OF STRUCTURE VARIES N _ v v a 6
+ v x DETAIL 11, SHEET 12-
j o- n POST WITH SIDE PLATS r NO BEAM SPLICE AT" Op 6 24 M
@ ' SEE SHT. 11 FOR MINIM M , , ➢ EXTERIOR POSTS Op
. AO3�ySA « - ., 'NUMBER OF REDUI . it - h'.gry
r„ - • - y SF SAq qNi COLUMNS ' - LENGTH OF STRUCTURE VARIES c '
, F
4W4 G ~ •�.._ r �} -_ .�aa, � 1' � �'vr`. r @ .I' - ♦ �I - Y •,+ " dy i rl , f- - : + '.. @ 3 1/2" SLAB ATTACHMENT ,+%- �•' ;.� p Fq '.? POST WIT SID
tiu Y.....k.- �r=.F fic i p Fq •` �r� q ot_�t. `y O M r.r,:{' H E LATES ➢��
pST4gSA
MAY USED WHERE - . ED., 4. p` f.,d _ a r5 ... S STS SpgNij. - .'� _ 1SEE SHT, 11 FOR MINIMUM
NOTE: EACH COMPONENT IS INTER- SFFrAgc� �. „ " SEET BLEs=1 - " FFrge c/N� �� NUMBER OF REDUIRED f ` {- .-
CHANGEABLE WITH ANY OTHER � • ' @�FNG � .. -, • _ �,� � ' . � - �-{I4'..' , �•COLUMNS • i f. �'.
•9
.' COMPONTENT UNLESS OTHERWISE SHOWN. - J S FOOTING WHERE REQUIRED,',NOTE: EACH COMPONENT IS INTER= A s�°ysp 3 v2" SLAB AT
r ` -SEE TABLES a , - T- •�1r/ - MAY BE USED WHERE • • `ti ",, ' ,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE - '- ,f , s t ' ; , ^ CHANGEABLE WITH ANY OTHER sFF SAgC
�,- MAY NOT BE COVERED. . �• 1_ + z x " s, t - COMPONTENTI UNLESS OTHERWISE SHOWNw Tqe� /Rc PERMITTED. t - u t y
f ' - i _ ; moi` r - FS F .,;y, .. SEE TABLES _ 1.#'3
' e �'�' « - • " i , } NOTE: THIS OPEN LATTICE -TYPE STRUCTURE r _ t
t i + w �• ! , MAY NOT BE COVERED..
« D. ~ FOOTING WHERE REQUIRED, t
k' �, _ + - _ 4 .. ' .. '}-• ➢ -+�. �k ' . , i •� T: •.` =,r - - . , SEE TABLES
ra
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE y TYPE "F° ATTACHED MULTISPAN LATTICE STRUCTURE' - r
[. •�, 'T ... ,•. ,,� 1 "tt . `` . � i:,. "-r-•'ari�. ,'`'` �- - +f. Mr t 1 ..•'e h' .' � — ., rr :' e+ - __ .� y..,'
y _
RAFTER SEE TBLE ''1 r , J 3:'
FOR SIZE e;
r AND SPACING- r . t :'j N� i.}t i t • # , a
/ - MAX. O.H. a . ^ . _ #,
25% OF RAFTER O•H , . W Y t Z RAFTER SEE TBLE
O,c •yl- ALLOWABLE ' �„'. *' A' ➢ AND PFOR ACING r o
r' AOS ST,"Rti SPANF RAFTER
ALLOWABLE w
• .. '1'G , . a. 230 •9,1- ._.�� « SPAN
• SOFA D`FR
. � F, v" .�r`Y ,. � �3 , ,R r. t�+: V�+ :R,{k * r•' z. �, Ile"IV.;.- G i^ :.- •'- v`
! r"> ; �`�EQo • ,a -cc =
'LENGTH OF STRUCTURE VARIES y 41 x e ► ; , . (`\C�O�' -
a a MANDATORY BEAM SPICE - SEEF OV Mq } DETAIL 11, SHEET 12 i'.: •.r = M @� t r,;_ N >
NO BEAM SPLICE AT r t; POST CROSS-SECTI LENGTH OF STRUCTURE VARIES ' aV
G
EXTERIOR POSTS AO SEE POST DETAI `
MANDATORY BEAM SPICE SEE ' I�IIIIII
' , t `" DETAIL 71, SHEET 12 POST CROSS-SECTION
_ - S _ _ , '� '• _ 31/2"SLAB �! p L SEEPOSTDETAIL,
„ ` MAY BE USED NO BEAM SPLICE AT ` S Sr . -' r. NOTE: EACH COMPONENT IS INTER- A f EXTERIOR POSTSCHANGEABLE WITH ANY OTHER �SSpq _ FOOTLING, SEE „ t. .'. SFS C;�,-e3/2 SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. g9�FSryG `TABLE _ ?•MAY BE USED
NOTE: EACH COMPONENT IS INTER= OJ10CONSTRAIN
NOTE: MAYNOTB COVERDPESTRUCTURE- . +Z: i CHANGEABLE WITH ANY OTHER''' Fg1 F
BLESG,SEEI' `
t
+. r FOOTING SEE TABLES;�' r ' COMPONTENT UNLESS OTHERWISE SHOWN. @�FSNc
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE • " t ~ , FOOTING SEE TABLES t
MAY NOT BE COVERED.
.TYPE "G" FREESTANDING SINGLE"SPAN LATTICE STRUCTURE ' � TYPE "H" FREESTANDING MULTISPAN�LAT-TICE STRUCTURE'
CN
Nd -
ZZ LU a) o .
Q �
V
LL
' I U
'
�f<Z
3, t O._
cf)
'C6''
�
QR )FESS
s•
S5885
v
-
_
03-11-16
` DURALUM
,, ,IAPMO 0195
`
AHJAPPROVAL -
REVISIONS
MARK DATE _ DESCRIPnON
'
4 STEL JOB #
161071
a
DATE "� 03-09.16
•,
DRAWN BY .Q
AT
CHECKED.
GM
OPEN LATTICE
STRUCTURES
SH - 2'';*
.2 OF 50 SHEETS
c
4
5
6
0
7
0
8
u c r
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
24" TRI -"V" PAN I I 12" x 3 1/2" W PANEL 6" 18' x 2 Yz" FLAT PAN
J282• ,50. .09R U.S.
25. .40' .40' R=.117' -y 77' I 1--.67'
.35' .1 5' 180' I I I�
.67' .40'� .75' .43'77' .45' _
T= (SEE TABLE CALL UNMARKED RADII .06R)
BELOW) 3' 0' 65' T= (SEE TABLE .70' .25J
2. 6' L s• L 0• .25' I.L$s• BELOW) .282• 25' r.38• T= (SEE TABLE BELOW 2'47•
I I .40' I 45'
.35' ,7' • .65' TYP.
F--.3
.403.00' .50-1,50'--1--4.50' .40, -4.50, • 3.00. 40• .433 F----2.0'----F--L.3' 1.3' 0' x.433'1.921 .7 ' 1--125%1 .75' L.92'
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 25 30 40 50
24" TRI -"V" PAN
- 0.88 0.83 0.75 0.80
24"x2Y2"x0.018" 0.85
0.80 0.65 0.65
LUSL
PANELT
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
13'_9"
(IN.)
.020(1)
120 MPH SPAN
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
12'�IZ-16".12'-6"
.018
11'-1 •
11-2"
10'-7"
10'-T
9'-11
.020
14,_7,
12'-8"
15'-3"
9'-0"
8'-6"
8'-7"
8'-1"
8'-2"
7'-5•
.024
13-7"
12'-3"
12'_3"
12'_3,
12,_3,
12'_3"
12'_3"
10
.024
12'-7"
12'-8•
11'-10
12'-0"
10
17._7"
10.x.
9.9,
9._9.
9._2.
9. 3,
g._7,
.032
14'-3"
14'-3"
14'-3"14'-3"
14'-3"
14'-3"
12'-1"
.032
14'-9"
14'-9"
14'-0"
14'-1"
13'-3"
14'-2•
19'_7'
12'-8"
12'_1,
12'_1"
11 _2
11'_3,
15'-7"
.040
15'-7"
8'-4"
B.A.
8'_4"
8'-4'
8'-4"
8'-4•
18'-0"
018
16'-8"
16'-9'
15'-9"
16' O
15'-0"
032
14'-1"
11'_3"
7' 9"
7' S"
7' S"
7 2"
7-2
6'-10"
.020(l)
151_8"
10'_1"
10'_1"
10,_1•
10'_1,
10,_1"
10.1"
20
.024
17 7"
14'-1"
17 7"
14'-2"
17 7"
13 4"
040
19'-4"
17' 6"
19'4"
16'-10"
12'-6"
12' 6"
8.$.
g.�,
B._5,
B. t,
g._1.
7 9,
.024
10'_2,
12'-1"
12'_1"
12'_1"
12.1"
12•_1"
12'_1"
12'_1"
.032
10•_9"
70'_9"
703,
10' 4•
9.10
20
14' 8"
10'_9•
1 D'-3"
10' 4"
14'-8"
14'-8"
.020
.032
7'-3"
7'-3"
7'-3•
7,-3"
7'-3"
7,-3"
.018
12'-9"
12'-9"
12'x"
12' 4"
10'-10"
16'3"
7'-8"
7'-4
7'-4"
7'-1"
V-1"
6'-10"
.040
11'-4"
g._9.
g._9.
8.9,
8._9,
13'_3,
B._9.
zs
oz4
14.7
14.7
13.8
14.1
13_2"
.024
11•_1••
g._g..
8.4,
8. 5.
g, 1,
1•_1
7, 9.
.020 (1)
9._g,
9.3.
9. g.
9._8,
E9"
9.$,..032
9'-10"
9'-3
9'-5"
8'-11"
9'-0'
8'-
12'-2"
12'
12'-0"
10'-6"
10'-2"
10'-2"
9'-7"
12'-0"
9'-2"
024
13'-0"
6'-7"
6'-7"
6'-7"
6'-7"
6'-7"
6'-7"
15'-6"
.018
10'-7"
10'-8"
10'-2"
10'-3"
9'-9"
25
13•_2,
7'-3"
7'-0"
7'-0"
6'-9"
6_10,
6'-7'
.032
8'-3"
B'-3"
8'-3"
8'-3'
30
.024
12.7"
12,_8"
12'-2"
7 2.3
17 6•
14'_2"
14•_2"
8'-3"
8'-0"
B'-0"
7'-9"
14•_2"
14'-6"
040
14�1414'-6"
9'-1"
9'-1"
9'-1•
9'-1"
16'-8"
16'-8"
16'-8"
.032
14'4"
14'-2"
13'-7"
13'-8"
73'-0"
.040
10•_61
9'
10'-0"
10•_6"
10, 6"
10•-6"
D40
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 25 30 40 50
12"x3y"x0.020" -
- 0.88 0.83 0.75 0.80
24"x2Y2"x0.018" 0.85
0.80 0.65 0.65
24"x2V2•x0.024" 0.90
0.88 0.70 0.65
24"x2V2"x0.032" 0.90
0.88 - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
2 N
W O
ZN CID Ln
ILLI � OM
rn
W 0
�w
LLJ
Q Z LO
Q O
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Q�pFEss I�
S5885
- - 1
OF CAI -\F
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPIION
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
S
12" x 3 1/2" W PANEL
8" x 2 Y2" FLAT PAN
LUSL
PANELT
(IN.)
110M SPAN
1 120 MPH SPAN
130 MPH SPAN
EXP.13 I EXP.0 EXP.B EXP.0 EXP.B EXP.0
13'_9"
13'_9"
13,_9,
13'_9"
13'_9"
13'_9"
PANELT
(IN.)
.020(1)
120 MPH SPAN
130 MPH SPAN
EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0
EXP.B I EXP.0 EXP.B EXP.0 I EXP.B EXP.0
.020
12'�IZ-16".12'-6"
12'-0"
11'-1 •
11-2"
10'-7"
10'-T
9'-11
.020
14,_7,
12'-8"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15-3-
13 7"
.024
13-7"
13 7"
13-7"
13-7"
T-10"
5'-10"
5'-10"
13'-2"
12'-7"
12'-8•
11'-10
12'-0"
10
17._7"
17'_7,
17,_7"
17._7,
17'_7"
17'_7.,
024
.032
10
12'-1"
15'-6"
14'-9"
14'-9"
14'-0"
14'-1"
13'-3"
14'-2•
19'_7'
19'-T'
19'_7"
19._7,
19'_7,
19,_7"
15'-7"
.040
15'-7"
15'-7"
15'-7•
15'-7"
18'-0"
18'-0"
18'-0"
17'-7"
16'-8"
16'-9'
15'-9"
16' O
15'-0"
032
14'-1"
11'_3"
111_3,
11'_3"
11'_3"
11'_3"
11-3-
.032
.020(l)
151_8"
15.9"
15'-0"
15'-1"
14'-3"
040
17 7"
15'-7"
17 7"
14-10
17 7"
14'-10
17 7"
14'-1"
17 7"
14'-2"
17 7"
13 4"
040
19'-4"
17' 6"
19'4"
16'-10"
12'-6"
12' 6"
12'-6"
12' 6"
12'-6"
12' 6"
.024
10'_2,
10'_2"
10'_2"
10'_2"
10'_2"
12'_1"
11 _2"
10•_9"
70'_9"
703,
10' 4•
9.10
20
14' 8"
14' 8"
14'x"
14' 8"
14'-8"
14'-8"
.020
.032
:>1"V-7-
13'-3"
12'-9"
12'-9"
12'x"
12' 4"
10'-10"
16'3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
11'-4"
.040
11'-4"
11'-4"
11'-4"
1 VA"
13'_3,
13'_3,
13'_3,
15_1
14.7
14.7
13.8
14.1
13_2"
.024
11•_1••
1•_1"
11•_1••
1_1
17•_1••
1•_1
.024
.020 (1)
>9
>8'.
>81-
9'-10"
9'-3
9'-5"
8'-11"
9'-0'
8'-
12'-2"
12'
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
IT -O"
024
13'-0"
13'-0•
IT -O'
13'-0"
15'-6"
15'-6"
15'-6"
11'-0"
10'-7"
10'-8"
10'-2"
10'-3"
9'-9"
25
13•_2,
13•_2,
13•_2.
13•_2"
13•_2,
13._2,
.032
.032
11'-10"
13•_1
12.7"
12,_8"
12'-2"
7 2.3
17 6•
14'_2"
14•_2"
14•_2"
14•_2"
14•_2"
14•_2"
14•_2"
14'-6"
040
14�1414'-6"
14'-6"
16'-8"
16'-8"
16'-8"
15'-0"
14'4"
14'-2"
13'-7"
13'-8"
73'-0"
.040
10•_61
10•_6"
10'-0"
10•_6"
10, 6"
10•-6"
D40
.020(1)
13' 6"
9'-2"
8'-9"
B•_71,
8'-5"
8'-6"
8'-2"
15'-6"
11'-3"
11'-3"
11'-3"
11'-3"
14'-3-
.024
9'_9'•
9'-9"
9'_9"
9'_9"
9'-9"
10'-4"
10' 6"
10'-1•
10'-2"
9'-7"
10'13"
30
12'-6"
12'-6"
12�12'-161"..03212'-6"12'-1"
WIT
.020
8.11•
gg^
g' -g°
83•
8'-3"
7'-10"
10._8"
13'-4"
13'4"
13'4"
13'4"
-4"l
10'-4"
10'4"
.040
10'-4"
10'-4"
10'-4"
11 _1"
11 _1"
14'-2"
13'-8"
13' 6"
13'-D"
13'-3"
12'-0"
9.1.
9._1.
9.1"
9._1..
9._1.
9._1.
.0200)
25
9'-11"
9'-7"
8'-3"
8'-1"
8'-1"
7'-10"
7'-10'
7' 6'
12'-0"
1'V-6,
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
11'4"
.024
17'-4"
11'-0"
11'-0"
12•_1"
12•_1"
12•_1"
12•_1,
9 5"
9'-1"
9'-1"
8'-10"
8'-7"
40
11'4"
11'-4"
11'4"
11'-4"
11'4"
11'-4"
.032
11 _10„
11'_3"
11•_3••
11•_1,
11'-0"
10•_7••
10•_6,
10•_3"
12'-2"
12•_2,
12•_2"
13.2
12•_2"
12•_2"
12•_3"
12•_3,
.040
12•_3,
12•_3"
12•_3"
13•_1"
13•_1"
13•_1,
13•_1"
12W
12'4"
"12•_2"
2'-4
12-1"
12'
11' 8"
8'-2"
8'-2"
8'-2"
8._2"
8'-2"
8,_2"
.020(1)
13'-3"
12'-9"
7'-1"
7'-1"
7'-1"
6'-11'
6'-11"
6'-9•
15'4•
9, 2"
9._2..
9._2,
9._2,.
9._2,
9._2,
._3"
o2a
9, 3"
9._3,
9._3,
9._3.
9._9"
9._9.
8'-0"
7'-10'
7'-10"
7' 8"
7'�"
7'-6"
50
.020
.032
85
8'-1"
8'-1"
7'-9"
7'-70"
7' 6"
9'-11"
9'-7"
9'-7"
9'-2'
9'4"
9'-9"
9'-9"
-9--l'
.040
9'-9"
9'-9"
9'-9"
1 D'4"
10'-4"
10'-4"
10'4"
10'-4"
10'4"
024
2 N
W O
ZN CID Ln
ILLI � OM
rn
W 0
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Q Z LO
Q O
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S5885
- - 1
OF CAI -\F
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPIION
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
S
8" x 2 Y2" FLAT PAN
6" x 2 Y" FLAT PAN
LUSL
PANELT
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
LUSL
PANELT
(IN.)
110M H SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0
EXP.B I EXP.0 EXP.B EXP.0 I EXP.B EXP.0
.020
12'�IZ-16".12'-6"
10'-3"
12'-6"
9'-6"
12'-6"
9'-7"
12'-6"
9'-0"
.020
14,_7,
12'-8"
14'_7"
12'-0'
14'_7"
12'-0"
14'_7"
11' 4"
14'_7"
11' 6"
14'_7
10'-9"
13 7"
13-7"
13-7"
13 7"
13-7"
13-7"
T-10"
5'-10"
5'-10"
5'-10"
5'-10"
5'-10"
024
024
10
12'-1"
11'-4"
11' 6"
10'-9"
10'-10"
10'-1'
10
14'-2•
13' 4"
13'x"
12' 8"
12'-9"
12'-1"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7•
15'-7"
18'-0"
18'-0"
18'-0"
18'-0•
18'-0•
18'-0"
032
14'-1"
13'-1"
13'-4"
12'-4"
12' 6"
12'-0"
.032
162"
151_8"
15.9"
15'-0"
15'-1"
14'-3"
040
17 7"
15'-7"
17 7"
14-10
17 7"
14'-10
17 7"
14'-1"
17 7"
14'-2"
17 7"
13 4"
040
19'-4"
17' 6"
19'4"
16'-10"
19'-4"
17'-0"
19'-4"
16'x"
19'-4"
16'-6"
19'13"
16'-0"
10'_2"
10'_2,
10'_2"
10'_2"
10'_2"
10'_2"
12'_1"
12_1"
12'_1"
12'_1,
12'_1"
16'_4"
.020
.020
8'-9"
8'-9"
8'-4•
8'-6"
7'-11"
10'-10"
10'4"
10'-3"
9'-9"
9'-10"
9'-5"
11'-4"
11'-0•
11'-4"
11'-4"
11'-4"
1 VA"
13'_3,
13'_3,
13'_3,
13'_3"
13'_3"
13,_3,
.024
.024
20
9' 8"
9'-9"
9'-3"
9'-5"
8'-11'
20
12'-2"
11'-8"
11'-8"
11'-2"
11'_3"
10'-7"
IT -O"
13'-0"
13'-0"
13'-0•
IT -O'
13'-0"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
.032
.032
11'-10"
11 4"
11' G"
11' 0
11'-0"
10,_6,
14'_2"
13'_9
13'-7"
13'-0"
13'_1"
12' 8"
14'-6"
14'-6"
14�1414'-6"
14'-6"
16'-8"
16'-8"
16'-8"
16'-8"
16'-B"
16'x"
.040
D40
13' 6"
12'-10'
12' 6"
11'-1D•
15'-6"
15-2"
15'-2"
14'-10"
14'-10"
14'-3-
919.
9'_9'•
9'-9"
9'_9"
9'_9"
9'-9"
10'-4"
10'-4"
10'4"
10'-4"
10'4
10'13"
020
.020
8.11•
gg^
g' -g°
83•
8'-3"
7'-10"
10._8"
10._1"
10.4.
9._g.
9._9.1
9.4.
10'-4"
10'4"
10'-4"
10'-4"
10'-4"
10'-4"
11 _1"
11 _1"
.024
.024
25
9'-11"
9'-7"
9'-7"
9'-2"
9'-3"
8'-10"
25
12'-0"
1'V-6,
11•_7"
10'-10"
11'-0"
10•_6"
11•_4"
11'4"
1V-4"
17'-4"
11'-0"
11'-0"
12•_1"
12•_1"
12•_1"
12•_1,
12•_1"
12•_1"
032
.032
11 _10„
11'_3"
11 _3•
10•_9
10'-10"
10'4"
13'-T
13' 8"
13'_1
13.2
12'-4"
12•_3"
12•_3,
12•_3"
12•_3,
12•_3"
12•_3"
13•_1"
13•_1"
13•_1,
13•_1"
13•_1"
13•_1,
040
.040
13'-3"
12'-9"
12'-9"
12'-3"
12'-4"
11'-9'
15'4•
15'-1"
15'-1"
14'x"
14'-9"
14'-1"
._3"
9._3"
9, 3"
9._3,
9._3,
9._3.
9._9"
9._9.
9._9,
9. 9,
9._9..
9._9„
020
;18
.020
85
8'-1"
8'-1"
7'-9"
7'-70"
7' 6"
9'-11"
9'-7"
9'-7"
9'-2'
9'4"
9'-9"
9'-9"
-9--l'
9,-9"
-9'-2-
9'-9"
9'-9"
9'-9"
1 D'4"
10'-4"
10'-4"
10'4"
10'-4"
10'4"
024
.024
30
9-6"
8-10"
8 11"
64"
30
11'-4"
10'-9°
11'-0"
10'-4"
10•-6"
9,_11••
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
11'-4"
11'4"
11'4"
11'4"
11'4"
11'4"
.032
.032
11'-1"
10'-8"
10'-9"
10'-4"
10'-4"
10'-0"
13'-2"
12'-8"
13'-0"
12'-6"
12'-7"
11'-10"
11'-7"
11•_7"
11•_7"
11•_7"
11•_7,
11•_7"
12•_3,
12•_3"
12•_3"
12•_3"
12•_3•
12•_3"
040
12'-7"
12'-2"
12'-2"
11'-8"
11'-9"
11'-3"
.040
14'-9'
14' 6"
14'-7"
14'-1"
8.4,
-4"g.4,8.4,8.4.8.4,9.-0,
9.-0.
9.-0, .
9._0.
9.-0..
9._0,
.020
.0207'-8"
7'-6"
T-3"
7'-2°
611"
9-1
8-10"
8-10"
8'-7•
86"
8'-1"
9.0,
r8'
9.0.
9.-0,
9.-0.
9.-0.
9.,6.
9.-0,
9._6,
9.-0,
9._g..9'_6"024
.02440
8'-B"
8-3
8-0
8-1
7'-10"
4010'9'-10"9-10"
9'-7"
98"
W-3"9'-9"
9'-9"
9'-9"
9'-9'
9'-9"
12'-1"
12'-9"
12'-9"
12' 4•
12'x"
12'-1"
032
.032
10'-2"
9'-10"
9'-10"
9'-7"
9'-7"
9'-3"
10'-3"
10'-1"
10'-1"
9'-10"
9'-10"
9'-8"
10'7"
10'7"
10 -7"
10'7"
10 -7"
10 -7"
11,_2"
11,_2"
11 •_2•
11'2"
11 •_2"
11' 2"
.040
.04D
11'-2"
11'-2"
10' 8"
10'-10"
10' 6'
13'-9"
13'4"
13'-0"
13'-0"
13'-1"
12'-7"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
.020
.020
6'-5'
6'-5"
6'-5"
6'-3"
6'-3"
6'-1"
7'-8"
7'-7"
7'-8"
7'-5"
7'-6"
7'-2"
8 3-
8 3"
8 3"
8-3"
8 3"
8 3"
8'-9"
8'-9"
g•_9•
8•_9,
'-9"
8'-9"
024
024
;>8
50
7 4"
7 -3
7 -3"
7 -1
7 -0"
6 -11"
5o
8'-9"
8'-7"
8'-7"
8'-5"
8'4"
8'-1"
9-1°
9. 1"
9 1"
9 1"
9 1"
9-1"
9._8"
9' 8'
8"
9'-10'-3"
9. 8,
9' 8"
9'$"
032
D32
8'-9'
8'-7"
8'-6"
8'-5"
8'4"
8'-3"
10' 4"
10 _3"
10 _3
10'-7"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10' 4�0'4"l
10�4"10'4
V-449'-10•9'-9"9'-9"
9'-5"'"9'-2"
11
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S5885
- - 1
OF CAI -\F
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPIION
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
S
`.
`^
-
. .
~�
'
�
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-
' |
MINIMUM NUMBER OF FASTENERS FORROOF PANEL TO SUPPORTING BEAM &WALL HANGER -
FOR ATTACHED AND FREESTANDING SOLID CQVERS.
°
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'
.
�
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(2)
2 x6 Y2" AND
WALL HANGERS, 3 x8' AND
EXTRUDED AND 3 x8"
WITH
6 Y2"
ROLL.
FORMED
BEAMS
STEEL HEADERS,',,
I
STEEL
INSERT HEADERS
NUMBER OF NO.14 TEKOR SMS SCREWS
�UMBER OF NO,14 TEK OR SMS 'S-6REWS PEF
NUMBER' -OF
NO,14 TEK OR
SMS SCREWS
PER
FOOT OF BEAM
LENGTH
700T
OF
WALL HANGER AND
BEAM LENGTH
PER
FOOT OF BEAM
LENGTH
co �i
§E
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH
110 MPH
120 MPH
130 MPH,
EXP, B EXP, C
EXP, B EXP, C
EXP. B1 EXP, C.
EXP, BI EXP. C EXP, B EXP, C
EXP.,L*B -EXP. C
EXP, B EXP.
C EXP, B EXP, C
EXP, B EXP. C
I-
A2
' 72
1
1
13'
2
2
2 3
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t3
18,
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3 (L 3
13'
1
1
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6
7
0
6
u e 0 r u
F -RAFTER SPANS -FOR OPEN -LATTICE-STRUCTURES 11.0/1-20/1-30_MPH EXR,B_& C
0.042"
z 0-1
TYR
3" x 8"
RAFTER
Z W
0.024" 6.5"
2"
X 6 1/2"
RAFTER
042"
0.0420."
z W
1-2.0"--I
DBL.
2" x 6 1/2"
RAFTER
* 3"x8" RAFTER
* 2"x6.5" RAFTER
T.
a u'
a ul
a v
110
MPH
120
MPH
130
MPH
"T"
110
MPH
*11MIA
all,,.�! ,
130 MPH
"T"
110
MPH
120
MPH
130
MPH
LUSL
(IN.)
-o
LUSL
(IN)
�o
LUSL
(IN)
�o
EXP. B EXP.0 EXP. B EXP.0 EXP. EXP.0
EXP.0 EXP— EXP. B EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
B
EXP. B
EXP. B
29'-8"
29'-6"
29'-8"
28'-9"
29'-3"
26'-3"
16'-0"
15'-10"
16'-0'
15'-0"
15'-9"
13'-8"
22'-6"
22'-4"
22'-6"
21'-1"
22'-2"
19'-2"
16"
26'-3"
26'-3"
26'-3"
26'-3"
26'-3"
25'-7"
16"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
13'-9"
16"
10
.042
02
024
r24-
24'-2"
24'-1"
24'-2"
23'-6"
24'-0"
21'-6"
13'-1"
13'-0"
13'-1"
12'-3"
12'-10"
11'-2"
18'-4"
18'-3"
18'-4"
17'-3"
18'-2"
15'-8"
21'-6"
21'-6"
21'-6"
21'-0"
24
11'-7"
11'-7"
11'-7"
\11'-7
11'-7"
11'-3"
24
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-7"
16"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
-,
16"
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
17'-7"
16"
25'-3"
25'-3"
25'-3"
25'-3"
25'-3"
24'-8"
20
.042
�� ��
032r24-16'-7"
0
032
18'-9"
18'-9"
18'-9"
18'-9"
18'-9"
18'-9"
16'-6"
16'-7"
16'-1"
16'-4"
14'-10"
23'-4"
23'-3"
23'-4"
22'-8"
23'-1"
20'-10"
24"
24"
10"
17'-10"
17'-10"
17'-10"
17-10"
17'-10"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
14'-4"
20'-8"
20'-8"
20'-8"
20'-8"
20'-8"
20'-2"
19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8"
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
32'-8"
16"
21'-6"
21'-6"
21'-6"
21'-2"
21'-3"
20'-8"
16„
21'-9"
21'-9"
21'-9"
21'-9"
21'-9"
21'-2"
16„
30'-8"
30'-8"
30'-8"
30'-8"
30'-8"
29'-10"
25
.042
042
042
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
20'-1"
20'-0"
20'-1"
19'-6"
19'-9"
19'-0"
28'-2"
28'-1"
28'-2"
27'-4"
27'-10"
26'-8"
24"24"
r24-
17'-7"
17'-7"
17'-7"
17'-4"
17'-6"
16-10"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-3"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
24'-4-
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-3"
16"
16"
16"
16"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
024
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
024
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
30
.042
13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9"
r24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1"
14'-2" 14'-2" 14'-2" 14'-2" 14'-2"
14'-2"
24"
24"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
22'-0"
16"
16„
16„
16'-8"
16'-8"
16'-8"
16'-8"
16'-8"
16'-8"
20
.032
15'-0"
15'-0"
15'-0"
15'•-0"
15'-0"
15'-0"
20
.032
21'-1"
21'-1"
21'-1"
21'-1"
21'-1"
21'-1"
40
.042
12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1"
12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
18'-0"
24"
24"
24"
13'-8"
13'-8"
13'-8"
13'-8"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10"
26'-8" 26'-8" 26'-8" 26'-8" 26'-8"
26'-7"
16"
16"
16"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
18'-1"
1"
18'-1"
18'-1"
18'-1"
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
50
.042
042
042
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-9"
24"24"
24"
2"
11'-2"
11'-2"
11'-2"
11'-2"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7"
15'-10" 15'-10" 15'-10" 15'-10" 15'-10"
15'-10"
* NOTE: SINGLE RAFTERS SPACED
16" O.C. MAY BE USED
AT
16"
'l1'-7"
11'-7"
11'-7"
11'-6"
11'-6"
11'-2"
16„
16'-3"
16'-3"
16'-3"
16'-1"
16'-2"
15'-8"
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
024
024
8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1"
13'-4"
13'-4"
13'-4"
13'-2"
13'-3"
12'-9"
24" O.C. MAY BE USED AT 48" O.C.
WHEN DOUBLED.
24„
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-2"
24„
9'-3"
9'-3"
9'-3"9'-3"
9'-3"
9'-3"
14'-4"
14'-4"
14'-4"
14'4"
14'-4"
14'-4"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
16
16
14'-9"
14'-9"
14'-9"
14'-6"
14'-7"
14'-2"
20'-9"
20'-9"
20'-9"20'-6"
20'-7"19'-10"
25
032
25
032
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16-7"
24„
24„
12'-1"
12'-1"
12'-1"
11'-10"
12'-0"
11'-7"
17'-0"
17'-0"
17'-0"
16'-8"
16'4"
16'-3"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
16"
16„
17'-9"
17'-9"
17'-9"
17'-7"
17'-8"
17'-1"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
.042
042
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
20'-0"
20'-0"
20'4"
20'-0"
20'-0"
20'-0"
24„
24„
14'-7"
14'-7"
14'-7"
14'-4"
14'-6"
14'-0"
20'-6"
20'-6"
20'-6"
20'-6"
20'-6"
20'-6"
0.042"
TYR
8.0"
0.024" 6.5'
0.024" 6.5"
0.032"
0.032"
042"
0.0420."
1-2.0"--I
1-2.0"--F—�
* 3"x8" RAFTER
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 OR
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHEDan
FIGURE INDICATES
FREESTANDING
2 N
N C.4 LO
2 IULl m M
U rn
W p
i owLi-
W >—
QZLLo
O C/)
o
N
rn
Q�FESS 1(�
COD
o S5885
- 1
OF CAL\FOEI
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRVMN
4 STEL JOB # 16.1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
MINIMUM FASTENERS
SH - 5
5 OF 50 SHEETS
RAFTER SPANS FOR OPEN LATTICE STRUCTURES
1
V
110/120/130 MPH
0.024" 6.5" 0.024" 6.5"
0.032" 0.032"
0.042" 0.042"
12.0"—I F-2.0"--F_M�—�-2A"-1
* 2"xISS' RAFTER * DBL. 2"x135' RAFTERS
ALUM. ALLOY 3004-H36 ALUM. ALLOY 30041136 OR
OR EQUAL EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
EXP. B & C
2 CD
04
o
W
CJ
C)
Z Lu rn M
W `n p
1 Cwu
W
Q Z LC:)
co co L6
o � o
N rn
rn
QR )f ESS I(y7
140 '%i
S5885
F
OF CAl\FOS
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE OESCRIMON
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
z w
a uj
v,00
2"
X 6 1/2" RAFTER
cr
Z w
a cwi _
v,o
DBL.
2" x 6 1/2" RAFTER
LUSL
^T"
�1N)
110 MPH 120 MPH 130 MPH
LUSL
^T"
�1N)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
30
.024
16"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"9'-9"
10'-3"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
30
024
16
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6".
14'-8"
14'-6"
24"
T-6" 7'-6" 7'-6" T-6" T-6" T-6"
24
11 `-2" 11'-2" 11'-2" 11'-2" 11'-2"
11'-10"
11'-2"
11'-10"
032
16"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6"
13'-1"
032
16"18'-4"
18'-7" 18'-7" 18'-7" 18'-7" 18'-7"
18'-4"
18'-7"
18'-4"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24".1
15'-3" 15'-3" 15'-3" 15'-3" 15'-3"
15'-3"
10'-8"
10'-8"
10'-8"
10'-8"
10'-8"
10'-8"15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
16'-0" 16'-0" 16'-0" 16'-0"
15'-9" 15'-9" 15'-9" 15'-9"
042
16"'5'-9"
22'=7"
• 22-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"16"
22'-2"042
24"
ftl0"
3" 12'-3" 12'=3" 12'-3" 1�-3.
12'-10' 12'-10' 12'-10' 12'-10'
24"t
18' 6°, 18'6" 18'6" - 18'-6" 18'-6"
18'-2" 18'-2" 18'-2" 18'-2" 18'-2"
1 R,'-10'
18'-2"
024
16"
8'-0"
9-1"
8'-0"
9'-1"
8'-0" 8'-0"
9'-1" 9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
•
024
16, ,
2'-10"
12'-8"
2'-10"
12'-8"
2-10"
12'-8"
2'-10"
12'-8"
2'-10"
2'-10"
24"
6 -2 6'-2" 6'-2" � ` 6'-2" 6'-2" 6'-2"
T-2" T-2" 7'-2" T-2" T-2" T-2"
24"'[,�
., 410'-4"
9,-10" 9'-10" 9'-10" 9'-10"
10'-4" 10'-4" 10'-4"'
0"
4"
032
16
10'-10"
10'-10"
16"11'-6"
10'-10"
10'-10"
11'-6"
10'-10"
1'-6"
10'-10"
11'-6"40
032
16^�
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"'-1"24"
M4"l
"40
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24„ ,
12'-6" 12'-6" 12'-6" 12'-6"
6"9
4"
9'-4"
9 4"
9'-4"
9'-4"
9' 4"
� ,1
=13'-2"
13'-2"
13'-2"
13'-2"'-2"
042
16"
13'-2" 13'-2" 13'-2" 13'-2" 13'-2"
13'-9" 13'-9" 13'-9" 13'-9" 13'-9"
042
_
"`
16" i
l�
19'-9"
' 19'-4"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19'-4"
24"10'-9"10'-9"10'-9"
r-1-0-1--91"—,-10'-910-9"24„116'-2"
11'-3" 11'-3" 11'-3" 11'-3" 11'-3"___..
;_;;
16'-2" 16'-2" 16'-2" 16'-2"
15'-10" 15'-10" 15'-10' 15'-10 15'-10"
16'-2"
.024
16"
T-3"
-2"
7'-3"
;-2"
T-3"
-2"
T-3"
-2
T-3"
2"
7'-3"
2,
024
16 '
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11 �„
10'-10"
11 �.
10'-10"
11 �,
24" .
5'-2" 5'-2" 5'-2" F-21. 5 -2 5 -2
5'-9" 5'-9" 5, 9,. 5,_ - 5,_9, 5. 9..
24" !
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9'-4.. 9,�. 9'-4" 9-4"' 9,�„
8'-3"
9'-4„
50
50
032
16
9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9"
10'-3" 10'-3" 10'-3" . 10'-3" 10'-3" 10'-3"
032
- _ "
16 "
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
24"
T-0" T-0" T-0" 7'-0" T-0" T-0"
8' 4" 8' 4"
24" 1
� 1'-3" 11'-3" 11'-3" 11'-3" 11'-3"
11'-10" 11'-10" 11'-10" 11'-10" 11'-10"
11'-3"
11'-10"
.042
16"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
042
"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
24"
91-01, 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
13'-7" 13'-7" IT -7" 13'-7" 13'-7"
13'-7"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
0.024" 6.5" 0.024" 6.5"
0.032" 0.032"
0.042" 0.042"
12.0"—I F-2.0"--F_M�—�-2A"-1
* 2"xISS' RAFTER * DBL. 2"x135' RAFTERS
ALUM. ALLOY 3004-H36 ALUM. ALLOY 30041136 OR
OR EQUAL EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
EXP. B & C
2 CD
04
o
W
CJ
C)
Z Lu rn M
W `n p
1 Cwu
W
Q Z LC:)
co co L6
o � o
N rn
rn
QR )f ESS I(y7
140 '%i
S5885
F
OF CAl\FOS
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE OESCRIMON
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
6
0
7
0
B
A 6 V - V C r V n -
HEADER BEAM TYPES
6.5" ROLLFORM
A GUTTER FASCIA
ALUM. ALLOY
3004-H36
SPLICE
WHERE
0.075"
TYP.
B MAG BEAM
ALUM.ALLOY
6063-T6
.042"/ 6.5'
0.032"
TYP.
F ---2.01. 3.0
----MAX
DBL.2-"x6.5"x0.042"
I "
ALUM. ALLOY 3004-H36
OR EQUAL
('-,)DBL. 2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
U�
T=12 OR
14 GA.
ASTM
A653 SS
GRADE 50
G60
.042"
TYP r
I
I--3.0°--+--MAX.
DBL. 3"x8"x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8x0.042" BEAM
ey' DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8" BEAM.
SPLIC
WHER
OCCUR
0.0
n
C 4" I -BEAM
ALUM.ALLOY
6063-T6
0.042"
TYP.
8"x0.042"
3.0
.032"
ALUM.
0 _,_-�3A" SQ. ALUM POST
LUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
D 4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
�I-X3.0'.___ I
3" SQ.x0.032" ALUM. BEAM i 0.375
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS GRADE 50 G60 1.75
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE:
G60
3"x8"x0.042" B
W/ 14 GA. STL. I.
0.625"
DBL. 3"x8"x0.042" BEAM S'W-x0:042" BEAM
L ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT
OR EQUAL N ASTM A653 GRADE 50 G60
C 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
F ASTM A653 GRADE50 CP60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
0 024'
0.032'
0.042
PLASTIC-
PLUGS
ASTICPLUGS
6.5"
#10 SMS
2 24' 0. .
EA. SIDE
3" SQ. ALUM. POST
D WITHSIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
F7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ (2) "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
0.075"1
NP. 3.I0
t
�_3.0
E MAG POST
ALUM. ALLOY
6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
G
=3"SQ.xt=0.188"
H
=3"SQ.xt=0.250"
0.375
=3"SQ.xt=0.313"
,J
T=12 GA.
INSERT
T=0.125'
ASTM A653 SS
WHERE
ALUM.
GRADE 50 G60�
3.0
OCCURS
ALLOY
6063-T6
.032"
6.6
56 "
7
ALUM.
o
OP
TYP.
F--3.0. -
3" SQ.x0.032" ALUM. BEAM i 0.375
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS GRADE 50 G60 1.75
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE:
G60
3"x8"x0.042" B
W/ 14 GA. STL. I.
0.625"
DBL. 3"x8"x0.042" BEAM S'W-x0:042" BEAM
L ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT
OR EQUAL N ASTM A653 GRADE 50 G60
C 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
F ASTM A653 GRADE50 CP60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
0 024'
0.032'
0.042
PLASTIC-
PLUGS
ASTICPLUGS
6.5"
#10 SMS
2 24' 0. .
EA. SIDE
3" SQ. ALUM. POST
D WITHSIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
F7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ (2) "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
0.075"1
NP. 3.I0
t
�_3.0
E MAG POST
ALUM. ALLOY
6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
G
=3"SQ.xt=0.188"
H
=3"SQ.xt=0.250"
=3"SQ.xt=0.313"
,J
=4"SQ.xt=0.188"
ASTM A500 GRADE B
2 C
CD m
N to Lo
W LLI � O
a)
2 � co
C)
W `n
O
Lu LL
Lu > -
Q Z Lf)
O
Lo
rn
Q�pFESS I(��
o S 5885
- - 1
E.
OF Cpl \FOS
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFTON
4 STEL JOB # 16-1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
om
v�
y
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
A34 FRAMING ANGLE NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER 3/16" STEEL NOTEI BRACKET CAN BE
SEE TABLE 2 DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION 8" 0 1/4"0 HOLES,TYR LOCATED ANYWHERE DN EAVE,
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 NOTE: PROVIDE WATER
10, 20 psf > 8' > 18'
FASTENERS, SEE TABLE 3 STUD WALL FRAMING WHERE ONE OR MORE OF THE. p TYP. BRACKET PROTECTION, METAL FLASHING
FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 6' > 14' AT EVERY 2x CAUCK JOINTS AND SLOPE
R.F. OR EXT. HANGER W o o TO DRAIN (OPTIONAL)
CHANNEL, 2X OR 3X O EXISTING EAVE ALLOWABLE PROJ. TO BEAM
RAFTER BRACKET LEDGER OR WALL HANGER OVtTER
BLE 1
11
WITH FASTENERS 1 1/4" (28LEDGER
PER TABLES 3 & 4
ALUM. PANEL 2X OR EXIST. RAFTERS AT I 2x WOOD STUD OR
3x ALUM. RAFTER 24" O.C. AT ROOF 1" MIN. CONCRETE WALL RA
(3}#14xEXIST. FASCIA BOARD OVERHANG"2X FULL DEPTH
ALLOWABLE PROJ. EXISTING EAVTO BEAM OVERHANG WOOD SCAB,
WHERE OCCURS, 1MIT N_ rNOTE, PLACE 'SIKA FLEX' OR SIMILASEE TABLE 1 (24" MAX.) TE: BRACKET MAY BE
SEE TABLE 2 -{ MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER
COMP. SHINGLE ROOFING TO PROVIDE
SEAL W/ SAME CONNECTION'S.
D1 EAVE CONNECTION %1 WALL CONNECTION ALTERNATE EAVE CONNECTION
1, EXISTING ROOF OVERHANG DESIGN LOADSI u NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6)2"
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"xB" (AT 3"x8" MINIMUM RAFTERS)- C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, & 50 psf OR KILN -DRY WOOD -FILLED 2"x6 Y2" OR 3°xB" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
TABLE 1
TABLE
2
TYPE AND NUMBER
OR RAFTER
OF FASTENERS
CONNECTED
REQUIRED
TO EXISTING ROOF
AT ROOF PANEL
OVERHANG
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
EXISTING
MAXIMUM
PROJECTION
(A)
- SIMPS❑N
A34 FRAMING ANCHOR USING SD9112 SCREWS
COVER
NUMBER AND TYPE
FRAMING MEMBER
WIND SPEED (MPH) AND EXPOSURE
COVER
LUSL
AT ROOF
OVERHANG
-
(B) - (2) SIMPS❑N
DEPTH WOOD
A34 FRAMING ANCHORS, EACH SIDE, USING. SD9112
SCAB FULL LENGTH OF -RAFTER TAIL
SCREWS
WITH
2x FULL
LUSL
OF FASTENERS
110, BI
110,C
120,B
120,C
130,13
130,C
10
S 0 SI STRONG -BOLT 2
SS AT 488.' D.C. <a,b>
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
a =
10 PSF 20 PSF L L
L.L... .. .. .. ..
25 PSF S L 30 PSF S L 40 PSF S L 50 PSF S L
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"o
m 3
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
20
S ATSIMBPSONC STRONG -BOLT 2
10
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
IY
110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x8" FULL OR
2''x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
5' .
(A)
(A)
(A)
• (A) (A). (A)
(A) (A) (A)
. (A) (A) (A)
(A) (A) (A)
(A)
(A)
(A)
25
' 0 S48PS NC STRONG -BOLT 2
6
(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
20
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'4"
20'-7"
7'
(A)
(A)
(A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
(B)
(B)
30
S AT 36' D.C.S(a,b) G -BOLT 2
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2"x6" FULL OR
2"x8 NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
$
(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
9'
(A) (A) (A) (A) (A) (A) (A) (A) I (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
40
S ATS36 SO C.ON S<Rb) G -BOLT 2
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10'
(A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
11'
(A)
(A)
(A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B)
(B)
(B)
50
y2. 0 SIMPSON STRONG -BOLT 2
SS AT 24. O.C. (n,b)
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12'
(A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)
25
2"x6" FULL OR
2x8 NOTCHED
26'-0"
26'-0"
I
26'-0"
26'-0"
26'-0"
26'-0"
I
TABLE
3
C
"'
� TYPE AND NUMBER OF FASTENERS REQUIRED
AT LEDGER
AND ROOF PANEL;RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
FOOTNOTES TO TABLES 3 & 4:
a, EMBED ANCHOR 3' MINIMUM
INTO CONCRETE WALL AND
INSTALL IN ACCORDANCE
WITH ESR -3037
b, USE 3' SQ,x/4' STAINLESS
STEEL WASHER WHEN
INSTALLING NEW WOOD
LEDGER AGAINST EXISTING
CONCRETE WALL,
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
2" x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) )'4 DIAMETER LAG SCEWS
(D) - % DIAMETER LAG SCREW
(E) -34''DIAMETER LAG SCREW
2" x 6" NOTCHED
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
} 10 PSF L.L. 20 PSF L.L. 25 PSF S.L.
30 PSF S.L. 40 PSF S.L.
50 PSF S.L.
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
a WIND SPEED WIND SPEED WIND SPEED
LO9
LO - (EXP. B & C) (EXP. B & C) (EXP. B & C)
WIND SPEED WIND SPEED
(EXP. B & C) (EXP. B & C)
WIND SPEED
(EXP. B & C)
2" x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
it
1- 1101 1201 130 110 120 130 110 120 130
.1101 120 130 110 120 130
110 120 130
2" x 6" NOTCHED
15'-6"
15'-6"
15'-6"
15-6"
15'-6"
15'-6"
2"x6" FULL OR
2"x8 NOTCHED
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5'
(C)
(C)
(C)
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D)
(D)
(D)
40
c. WHERE ROOF PANEL RAIL
OCCURS, USE Y2 DIAMETER
LAG SCREW IN LIEU OF (2)
Y4 DIAMETER LAG SCREWS,
6' (C) (C) (C) (C) (C) (C) (C) (C) (C)
(D) (D) (D) (D) (D) (D)
(D) (D) (D)
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7' (C) (C) (C) (C) (C) (C) (C) (C) (C)
(D) (D) (D) (D) (D) (D)
(D) (D) (D)
2" x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8' (C) (C) (C) (C) (C) (C) (D) (D) (D)
(D) (D) (D) (D) (D) (D)
(E) (E) (E)
2" x 6" NOTCHED
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9'
(C)
(C)
(C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(E)
(E)
(E)
550
2'x6" FULL OR
2"x8" NOTCHED
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
10'
(C)
(C)
(C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E)
(E)
(E)
(C)
(C)
(C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E)
(E)
(E)
2"x8" FULL OR11'
2"x10" NOTCHED
20 -9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12' (C) (C) (C) (D) (D) (D) I (D) (D) (D)
(D) (D) (D) (E) (E) (E)
(E) (E) (E)
2 04
W� rn
N `17Z co Lo
H � O
CSi
W p
Ow LL
LJJ j —
Q
ZLLO
O
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M (n Lo
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CT)
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co
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OF CAL\F�..
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPTIDN
4 STEL JOB # 16-1071
DATE 03.09.16
DRAWN BY AT
CHECKED GM
EXISTING EAVE
CONNECTION DETAILS
H -8
8 OF 50 SHEETS
I.
A o t$ o L. u C r b __ __ H
HANGER CHANNELS AND MOUNTING BRACKETS
N
o M
W NmLfi
2 W��
Ha;Q
W > —
Q Z
Lr)
C:> � o
ILO
C*4
rn
Q fESSI l
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o S 5885
- 1 -
OF' CAl\F�e
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
E
9
REVISIONS g
KA.RK DATE DESCRIPTION B
5qg
F
4 STEL JOB # 16-1071
II
DATE 0309-16 "y
DRAWN BY AT
s
CHECKED GM
B
HANGER CHANNELS AND
MOUNTING BRACKETS g
i
SH -9
9 OF 50 SHEETS
FASTENERS,
SEE TABLE 3, SHEET 4
T=,060" TYP,-1r-
2.740"
1.50"
FASTENERS, .078
SEE TABLE 3 SHEET 8 300"
-
T=.060"
W
ALUM. 3004-H36
1
.06 "
.63 ��
.25"R .05,
FASTENERS
N
C)
3
! 6
1.51.
t= 0.04"
.010"x90" .202"
_ (2) DIA.
N M 563" 281"
FASTENERS,
SEE SHEET 4 0 "
J 200 9 5"
SEE TABLE 3 SHEET 8
0
3"
N
o M
W NmLfi
2 W��
Ha;Q
W > —
Q Z
Lr)
C:> � o
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C*4
rn
Q fESSI l
�L\-\ yl
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- 1 -
OF' CAl\F�e
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
E
9
REVISIONS g
KA.RK DATE DESCRIPTION B
5qg
F
4 STEL JOB # 16-1071
II
DATE 0309-16 "y
DRAWN BY AT
s
CHECKED GM
B
HANGER CHANNELS AND
MOUNTING BRACKETS g
i
SH -9
9 OF 50 SHEETS
5
61
ALUM. ALLOY 3.00" OR
6063-T6 2.410" -
0 75"
•7
.60"
1.50
.090" TYP.
INSTALL %" x 1Y2"x Y8" HDG_
WASHER PLATE AT ANCHORS1,
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM 'IT" BRACKET nC
45" INSERT
16" x 0.188"
F - ASTM A500
4
11 GRADE B
STEEL
T.O.C.
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
7
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
2.0"
7/16"0 HOLE *
FOR 3/8" MB .56"
0
ASTM A500 GRADE B
[INSTALL 1Y," x %" x Y,," HDG 1 1.125"
]WASHER PLATE AT ANCHORSI 0
.157"
TYP
USE FOR 3" OR
4
STEEL POSTS 5.50"
q 2-! HOLES
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL 'IT" BRACKET
INSERT TO
2 FLANGES
BASE PLATE 3/16"
3/16"
2 1/8" APART,
2jS
POST
POST
.75" —BASE FLARES
INSERT
TO YWIDE EA.
Q . T
9" SQ. X 5/8" THK�.---'
SIDE OF FLANGES
COLUMN POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS MIN. NUMBER OF REQ. COLUMNS
FOR Y POST,
(ASTM A500 GRADE B STEEL)
4" WIDE FOR 4" POST
1 6 Y2 1.
l 4y Y4I
1-7/16"0 HOLE
I
& 2-3/8" HOLES
TYP. EA. SIDE
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
nD
TABLE 1
TABLE
2
ATTACHED ONLY
ATTACHED AND
-T" BRACKET @ 3 -SO. POST
FOOTING& ANCHOR BOLTS
FREESTANDING
STEEL POST ONLY:
--T—USE POST TYPE
W/ (4W4 SMS EA. SIDE OF POST
ALTERNATE FTG.
F , 1,.
, G,, H.,I.-J,OR K
OR 1/2"M.B. THROUGH POST
ALUM."T"BRACKET USE WITH
POST
POST POST TYPE B.C,D. OR E.
FOOTING SIZE SINGLE POSTS EMBED.
CUBE SIZE SO.18"DEEP *CUBEFTG.
18" SQ. 12"
S EE "T" BRACKET
T L
STEEL."T" BRACKET OR 9" SQ.
BOLTS
1 /2�DEPTH 0 F
ir. ??- 11.1 IRrn (1)
� (1)1?1?-o
4-
IWO,
2ull 21'SO. 12"
BASEL
BASE PLATE USE WITH
USE
I
F03T TYPE B,C.D,I=,F-,U,H.J UK K.
" 3T ! B C.
0' TYPE
_�UdIINGUR
MIN. EMBD. I
23- & 24- CUBED (1)
31/4"
22" 25" SO. 16,
SEE TABLE 1
(2}3/8"0 STRONG -BOLT 2 SS SEE TABLE 1
EA. BRACKET TO SLAB.
__4;�
4, e*.'.
24- 28" SQ. 20"
LU)
9 1/2" MINIMUM DISTANCE TO
O _j
31/4"
EDGE OF SLAB.
25•- 30- CUBED (2)
(4)4�270.'
26" 32" SQ. 23"
LL
28"� 35" SO. 25'
33" MINIMUM DISTANCE FROM
W -
CRACK TO COLUMN.
SLABN.
(lYe"MIN. EMBEDMENT)
31'- 34- CUBED (2)
(4)-5f8-0,
4'
LU Z
C/)
30" 28
39" SQ.
35--39-CUBED(2)
(4)-3/4-01
-1
43/4"
32" 43" SO. 30'
DE rrH
(l)-1/2-OM.B. F
34" 47' SO. 32'
SLAB SHALL BE IN
4
POURED CONCRETE
x9" LONG, 1"
LU W
FROM ENE) LU <
;% cwo
X.
40"-42-CUBED(2) 42- CUBED (2)
I
(4)-�4"o,
4 3/4'
—
36" 5 1" SQ. 34"
GOOD CONDITION
FOOTING SEE TABLES
OF POST
NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT SS
38" 551SQ. 37 -
I v I
FOR SIZE _�
POURED
112" MIN. SEE FOOTING
([CC -ES ESR -3037) 3037)
1�
SQUARE,
CONCRETE -SQUARE SEE FTG.
-Z:�T SCHEDOLE41N BEAM
40" 60" SO. 39-
IN BEAM SPAN TABLE
BRACKET OR
1)MAY USE EITHER STEEL TB 1,
F ING
FOOTING SPA6,TANLES
42" 64" SQ 41"
ALTERNATE FREESTANDING BASE PLATE.
I . c '
EXISTING SLAB
O U'�L"6
ATTACHED COVERS ONLY
CO
POSTS JO CONC. FOOTING
ATTACHED COVERS ONLY
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASEPLATE.
44" 69' SQ. 43"
SQUARE POST EMBED.
91 _INT0'r6QT;Ir4G
'CUBE FOOTING Wl 3 1/2* SLAB
(3)-3/4"0
BOLTS
a.
FOR POST TYPE F, G, H, 1, J & K
5
61
ALUM. ALLOY 3.00" OR
6063-T6 2.410" -
0 75"
•7
.60"
1.50
.090" TYP.
INSTALL %" x 1Y2"x Y8" HDG_
WASHER PLATE AT ANCHORS1,
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM 'IT" BRACKET nC
45" INSERT
16" x 0.188"
F - ASTM A500
4
11 GRADE B
STEEL
T.O.C.
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
7
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
2.0"
7/16"0 HOLE *
FOR 3/8" MB .56"
0
ASTM A500 GRADE B
[INSTALL 1Y," x %" x Y,," HDG 1 1.125"
]WASHER PLATE AT ANCHORSI 0
.157"
TYP
USE FOR 3" OR
4
STEEL POSTS 5.50"
q 2-! HOLES
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL 'IT" BRACKET
�
c\j C-0 u')
C14
uj m c:) m
cm
0
Lij U_
w>-
C)
Lo
<z o 0
U)
C/) C=)
cli
cy)
0')
Ess I
yl.
co
S 58;85
OF CAI --\'v\-,*
03-11'-16
DURALUM
-IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB 16-1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
COLUMN POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH -10.
10 OF 50 SHEETS
INSERT TO
2 FLANGES
BASE PLATE 3/16"
3/16"
2 1/8" APART,
2jS
POST
POST
.75" —BASE FLARES
INSERT
TO YWIDE EA.
Q . T
9" SQ. X 5/8" THK�.---'
SIDE OF FLANGES
THK. BASE PLATE
FOR Y POST,
(ASTM A500 GRADE B STEEL)
4" WIDE FOR 4" POST
1 6 Y2 1.
l 4y Y4I
1-7/16"0 HOLE
I
& 2-3/8" HOLES
TYP. EA. SIDE
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
nD
�
c\j C-0 u')
C14
uj m c:) m
cm
0
Lij U_
w>-
C)
Lo
<z o 0
U)
C/) C=)
cli
cy)
0')
Ess I
yl.
co
S 58;85
OF CAI --\'v\-,*
03-11'-16
DURALUM
-IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB 16-1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
COLUMN POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH -10.
10 OF 50 SHEETS
A C V
c r �
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
QF
2"X6.5"X0.032" SIDE PLATES
m
110 MPH
120 MPH
130 MPH
EXP B
EXP. C
EXP. B
EXP. C
EXP, B
EXP, C
5'
2
2
2
3
3
3
6'
2
3
3
3
3
4
7'
2
3
3
4
3
4
8'
3
3
3
4
4
5
9'
3
4
4
4
4
5
10'
3
4
4
5
5
6
11'
4
4
4
5
5
6
12'
4
5
5
6
5
7
13'
4
5
5
6
6
7
<=
S
F-
2"X6.5"X0.042" SIDE PLATES
110 MPH
120 MPH
130 MPH
EXP, B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
1 3
6'
2
2
2
3
3
3
7'
2
3
3
3
3
4
8'
2
3
3
4
3
4
9'
3
3
3
4
4
5
10'
3
4
4
4
4
5
11'
3
4
4
5
5
6
12'
3
4
4
5
5
5
13'
4
5
4 1
6
5 1
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
0
7
0
6
1 JBEAM SPLICE TO
Y OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
@ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE.
,5^ #14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
1/4"0 BOLTS
3.5" 3.5"
8" BEAM
ORO I
SEE NOTES
BELOW I I 6 1/2" SIDEPLATE EA.
1 SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. X.032" + (2)-2" x 6 1/2" x 0.042"
1-1W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROLL -FORMED OR
INSULATED ROOF PANEL
TERLOCKING SEAMS, TYP.---�,,'
CO<
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RO IRP (4 MIN, PER PANEL INTERLOCK)
OLL—FORMED
PANEL
SEE SHEET 4
ROOF HANGER
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4 MIN. PER EP "T
ALUMINUM S. _.
TOP & BOTT. 0.024'
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`2n ROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
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NARK DATE DESCRFTK)N
4 STEL JOB # 16-1071
DATE 03-M16
DRAWN BY AT
CHECKED GM
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
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DURALUM
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AHJAPPROVAL
REVISIONS
NARK DATE DESCRFTK)N
4 STEL JOB # 16-1071
DATE 03-M16
DRAWN BY AT
CHECKED GM
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH - 11
11 OF 50 SHEETS
3
E
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8
SIMPLE SPLICE
c r v n I
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 BEAM TO POST' DETAILS 12 BEAM TO POST. DETAILS
FULL MOMENT
OPTIONAL DECORATIVE FASCIA
24"
1"1" (WOOD. ALUM. OR HARDBORD )
8" 1"1
(2)#10,S.M.S.@ EA.
I VALLEY, TYP. -
(12)-#14x 1/2" S.M.S. EACH SIDE OF 3"
° #10 S.M.S. -
(8 TOr. II #12 S.M.S. II
TYP: THICKNESS =.035 6.3 (24 TOT TYP THICKNITNSS =.035" _—_
4 • II ci r
++ + ++ + + �� + + ++ w II
2 ALUM. ALLOY 3004-H36 $
ALUM. ALLOY 3004-H36
OR 6063 -TS 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 As NEE EDTO LEAK
° I -BEAM ALUM ALLOY � AS NEEDED TO CLEAR
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE SO. POST,CONNECT WEB
I STL. C -BEAM TO POST W/ (2) - 5/8" 0
TOTAL= (8}VOO BOLTS / I HHU-BUL IS (814" 1 -BEAM,
SO POST J AND (3) - 5/8" 0 THRU BOLTS
3
SPLICE WHERE '4n
OCCURS ,
TYP.
ALUM.ALLOY
6063-T6
4" I -BEAM
@ 7' I -BEAMS
SO. POST (8 -TOTAL)
- ALTERNATE: 1/4"0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
+ 1.10•
I
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3" SO. POST
2.35��
4414 x 12• S.M.S. EACH SIDE OF 3•
SO. POST (8 -TOTAL) "
ALTERNATE: 1/4"0 BOLT W/ WASHER
EA- SIDE OF 3" SO. POST.
GUTTER FASCIA -
' 3.00" 3" i MAG BEAM
' - d OR 240" SO. POST
L ..
- f
H - BRACKET TO POST. 14
3" x 8"'z .042" BEAM,
3".SQ.'STEEL OR
FIx—MAG BEAM.
MOMENT C -SPLICE II
^II
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.4.
-7f
4
SPLICE WH
OCCUI
ALUM.ALLOY
6063-T6
7" I -BEAM
-1 %2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
i
1.5� 1.50"
28 2"
-� 18
I
MOMENT C -SPLICE
=2"x3", -LATTICE TUBE P2
an
ALUM. ALLOY 3105-H25
28" —�
311
I x.018"
II
G'
(6)-#,14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
JI
i
3" X 3" ALUM. OR
STEEUPOST
LATTICE TUBE TO RAFTER
SO.,
ICE
MAX.
3 -SO. STL. BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
1.00
O�O
2.00
O O
O O
6 - #14 SDS
T-0"
16' °
@ 7' I -BEAMS
SO. POST (8 -TOTAL)
- ALTERNATE: 1/4"0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
+ 1.10•
I
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3" SO. POST
2.35��
4414 x 12• S.M.S. EACH SIDE OF 3•
SO. POST (8 -TOTAL) "
ALTERNATE: 1/4"0 BOLT W/ WASHER
EA- SIDE OF 3" SO. POST.
GUTTER FASCIA -
' 3.00" 3" i MAG BEAM
' - d OR 240" SO. POST
L ..
- f
H - BRACKET TO POST. 14
3" x 8"'z .042" BEAM,
3".SQ.'STEEL OR
FIx—MAG BEAM.
MOMENT C -SPLICE II
^II
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.4.
-7f
4
SPLICE WH
OCCUI
ALUM.ALLOY
6063-T6
7" I -BEAM
-1 %2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
i
1.5� 1.50"
28 2"
-� 18
I
MOMENT C -SPLICE
=2"x3", -LATTICE TUBE P2
an
ALUM. ALLOY 3105-H25
28" —�
311
I x.018"
II
G'
(6)-#,14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
JI
i
3" X 3" ALUM. OR
STEEUPOST
LATTICE TUBE TO RAFTER
SO.,
ICE
MAX.
3 -SO. STL. BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-O"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING = 3/4"
#14 x 1/2" S.M.S. TOP
& BOTT. (2}TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
#14 S.M.S. @12"O.C.
FASCIA
6 1/2"x2"x.024
RAFTER
"U" BRACKET -
1
r#14x %4" TEK SCREWS
BRACKET TO RAFTER —
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9
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FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS -SEE TABLE
OPTIONAL LATTICE TUBES
\\AT OVERHANG
00 (
q FASTENER 6 1/2"
0 o GROUP
00
ALUM. BRACKET X
2" 1" "L" SEE TABLE
RAFTER TO BEAM
'3125' FOR 3 x RAFTER
• 2:125W0R 2 x RAFTER
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4 STEL JOB # 16.1071
DATE 03-0316
DRAWN BY AT
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BEAM TO POST &
LATTICE TUBE TO,
RAFTER CONNECTION
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BEAM TYPES ATTACHED;& F.R� EESTAND(NGL'ATTICETCOV�� Ex�RS-�1O PSF�LIVE:LOAD.'='31:10, 1=20,130rMPH°
1
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T=T2 GA.
ASTM A653SS -
• GRADE 50 G60 3.0' •..
.032°
-ALUM:--
'
• _ -.
F=-3.0"�
•
032° 6.5°
'042
,> '„ - _ } _
-
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(-,)DBL. 2"x6.5"x0.032"'
� •ALUM. ALLOY 3004-H36
�
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y
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TYR
.'
-
3.0°
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN. MAx.POST MAX.POST
SPACING SPACING
POST FOR DBL. FOR 3"x8"
TYPE 2"x6.5'x0.032" BEAM
FTG.
ON.)
(1)
MIN. MAX.POST MAX.POST FTG.
SPACING SPACING
POST FOR DBL. FOR 3"x8' ON.)
TYPE 2"x6.5"x0.032' BEAM (1)
MIN.
POST
TYPE
13'-7„
5,
- '" 15
16' 9'.
1 7
B
14'-7" 29
4'-7" 1
1 3
G 14'-1 15' 4"
H ' 10" 5,�„
4 1
-
g
15 15.4'. 28
5, 1„ p
-17,--14'-6" 1 3
-
G
5
11'-4"
6 '
15'-3" '3 16
15 18
B
13'-3" 28
13 - 3
3
G 13'-7" 14'-1"
H 7
1 - 14--l. "
B �
15 13'-7" 14'-1" 28
1 13'-3" 13'-9" 29
G
6'
9'-9"
7
14'-2" ' 16
18
12'-4" 28p
12'-4" 30
12'-7"3 13'-1
G 12'-7" 13'-1"
B
157 12'-7" 13'-1" 28
17 12'-3" 12'-9" 29
G
7
3
r
3".SQ.x0.032"ALUM. BEAM
Q W/ 1?• CSA. STL. "U" GHANNE�
ASTM A653 SS
` GRADE 50 G60
• OR EQUAL
- J DBL. 2"x6.5x0.042" • .
ALUM. ALLOY :iUU4-H36
OR EQUAL
K 3"x8"x0.042" BEAM
ALUM. ALLO'i 30oi•I 100
OR EQUAL
_J
ILL
d,
C,
8
16
13' 19
B
11'-7" 29
7" 29
G 11'-9" 12'-3"
11'-9" 12'-3"
g
16 11'-9" 12'-3" 28
18 11'-6" 12'_p" 28
G
8
_6„
/ /
9'
12'-7° 19
C
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%
B
16 11'-2" 11'-7" 29
I'I'=p" 20
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9
-
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. 25,
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10,
12'-02'0" 119
10'p,�„ 330
G 10'-710,-T 11'-011'-0"
B
169 10'-710'-3' 11'-0"0'-8" 229
G
10'
6'-2"
,
11
11'-4" ' 17
1-1';4" 20
C
9'-10" 30
30
Fi 10' 1" 10' 6"
10'-1' 10'-6"
B
17 101-11, 10' 6" 29
19 29
G
11'
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10'-10" ! 18
20
C
9'-6" 30
9'-6" 30
9'-8"
H
,
C'
17 9'-8" 9'-8" 29
19 9'-6"
G
12'
i
14 GA
7.875° ASTM
A653 SS
_
4
-• - - �
9.0„
• 0.042" • -
' �'
GRADE
-_ � "" 5o Gso
'
�
625°
2.875"
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TYPE
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_SPACING (IN.) POST SPACING SPACING
FOR DBL. FOR 3"x8°
(SPAN) (1) TYPE 2'x6.5'x0.032' BEAM
FTG.
(IN.)
(1)
MAX.POST MAX.POST
MIN. FTG.
POST SPACING SPACING (IN.)
FOR DBL. FOR 3"x6'
TYPE 2"x6.5" 0.032" BEAM (1)
MIN.
POST
TYPE
13 -7"
5
16'-9`' 'I 16
'16'-4" 18
B
14'-7" 31 H 14'-1 15'-4"
14'-7" 33 J 14'-8" 15'-2"
B
15 14' 1 15'-4" 30
18 14'-1" 14'-7" 31
G
5'
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14 GA. STL. INSERT
Ivl ASTM A653 GRADE 50 G60
..
11'-4•'
15'-3" � i 16 '
0" 19
-154'
� ti
.13'-3" 30 H 13'-7" 14'-1". _
13'-3" 32 I . ,13'-4" 3'-10'
B
16 13'-7" 14'-1" 29
18 2'-10" 13'-4" 31
G.
6, .
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7
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3'-I19
B
12'-4" 29 G 12'-7" 13'-1"
12'-4" 31 I 12'-4' 12'-10'
B
16 12'-7" 13'-1" 29
19 12'-0" 12'-4" 30
G
7,
s + -
DBL. 3"x8"x0.042" BEAM �
3"x8"x0.042" BEAM -
W/ 12 GA. STL: INSERT
,J
8'-6"
8'
17
20
'B
11'-7" 29 G 11'-9" 12'-3"
31 H 11'-8" 12'-1"
B
17 11'-9" 12'-3" 28
19 11'-2" 11'_7• 30
G
8,
L ALUM. ALLOY 3004-H36
OR EQUAL
' +•- - ' - -
' -
_
N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
• SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8" BEAM.
J
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(%�
^'
7'_7"
g' .12'-7"
'I 18
12'-3" 20
C
11'-0" 29 G 11'-2" 11'-7"
11'-0" 30 H 11'-0" 11'-4"
B
17 11'-2" 29
20 10'-7" 0" 29
G
: 9'
6'-10"
10,
12'-O° � 18
11'-$" 21
^
l.�
10' 4" 30 G 10'-7"
p'-4" 30 H 10'-6" 10'-9"
10,
B
g-7
17 29
20 4"29F-4'018
G
10'
FOOTNOTE: "SAMPLE"�6'-2"
11'
21
C9'
9'-10"3010'-1"10'-6"17
-10"30H10'-0"0'-3"
Bg_6"
10'1"29,
29
G
11
5'-8"
12'
18
21
9'-6" 30 H 9'-8'-'--- 9'-8"
.9' 6" 31 9'-7" 9'-4"
C
8 9'-8" 29
P21 R, -g,, 30
G
12'
FIGURE INDICATES
,. EXPOSURE B� -
-
�
•` s
-
- FIGURE INDICATES
• _ • EXPOSURE C
•
T=12 OR
14 GA.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
'
• •'
FOOTNOTES TO ALL SPAN TABLES: •• -^ . -
1. FOOTING SHOWN REPRESENTS LENGTH OF _ "•
EACH LAY
E6"TEACH
ASTM
A653 SS
GRADE
50 G60
r - •042°
TTP,
^ .' r • : i •
R!!r
'
-21E
(
MAX.COL.
SPACING
ON SLAB
F �
� o_
m�.
ATTACHED
FREESTANDING - ATTACHED FREESTAND/NG�
,
� �
� p
m�
�
]MAX.POST FTG.
'SPANG (INJ
(SPAN) (1) 'TYPE
MIN.
POST
MAX.POST FTG- MIN. MAX.POST MAX.POST
SPACING (IN.) POST SPACING SPACING
FOR DBL. FOR 3"x6"
(SPAN) (1) TYPE 2"x6.5'x0.032" BEAM
FTG.
(IN.)
(1)
MAX.POST AMAX POST
MIN. � FTG
POST SPACING SPACING,_ (IN.)
FOR DBL. OR 3'x8'=
TYPE 2'x6.5"x0.032"BEAM � (1)
-'•
MIN.
POST
TYPE
13'-7"
5'
16'-9" 17
15'-0" 19
B
14'-7" 32 I 14'-1 1.5'-4"
14'-7" 34 J 14'-4" 14'-10'
g
16 14'-1 15'-2" 31
4'-2" 33
19 13'-8" -'14'-2'-
G
H
5,
WHERE
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BEIREDUCED SIDE FOR FREESTANDING NG ONLY.
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
SHOWN IN THIS COLUMN OR THE MAXIMUM POST
SPACING SHOWN FOR THE SELECTED BEAM- - -
A
-
•
3.0 MAX
DBL. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
M'
r
11'-4"
,
6
15'-3" ` 1$
13"9" 20
B
13'-3" 31 I 13'-7" 14'-1"
13'-3" 34 J 13'-1" 13'-7"
g
17 13'-1 31.
19 12'-6" 1613'-0'e
G
6.
�
, J
9'-9„
,
7
14'-2" 18
12'-9' 20
B
12'-4" 31 H 12'-7" 13'-1"
12' 4" 33 J 12'-2" 12'-7"
B
17 12'-7" 12'-'�•0 30
20 11'-7" 12'-1" 31
G
,
7
8,_6„
�--�
13'-3" 18
11'-40' 20
g
11'-7" 30 H 11'-9" 12'-3"
11'-7" 32 J 11'-4" 11'-9"
B
18 11'-9" 12'F11.'29�°
20 10'-10" i11'-3"� 3y
3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE •••
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR
,
DBL. 3"x8°X0.042" BEAM
��
T_7"
9'
12'-7" 19
11'-3" 21
B
11'-0" 30 H 11'-2" 11'-T'
11'-0" 32 I 10'-9" 11'-2"
B
18 11'-2" 11'-4" 29
21 10'-3' 10'-8" 30
G
9'
6 -10"
,
10
12'-0" 19
10'-8" 21
C
B
10'-4" 30 H 10'-7" 11'-0"
10'-4" 32 G 10'-2" 10'-7"
g
18 10'-7" 10'-9" 29
21 9'-9" 9'-10" 30
G
,
10
25 a 30 pst. THE DISTANCE FROM COLUMN To SLAB
EDGE SHALL BE 9 1/4" MINIMUM.
'
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED COVERS '
�r,� W/ DBL. 12 GA. STL INSERT
.' i�+
(
r
r
ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8' BEAM.
6'-2"
11'
11'-4" 19
1 O'-2" 22
C
9'-10" 30 H 10'-1". 10'-6"
32 I 9'-9" 9'-10'
B
19 10'-1" 10'-3" 29
21-0" 31
5'_8„
12'
10'_1 2O
g'_g" 22
31 H g'-$"
33 f J
C
19 9'-8" 9'-4" 29
22 9'-0" 8'4
2 N
�
O
C�
W -6--
W � N
w rn m '
� o� ,
w LL
W > -
CD
� OM•� r
O
Q�pFESS Ip�� .
S588
` OF CAI�FO�
03-11-16
- DURALUM'
IAPMO 0195 '
AHJAPPROVAL _
1 '
'�. REVISIONS
MARK DATE OESDRIVTION '
4 STEL JOB # 16.1071
DATE 03-09-16
�
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
' &FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH .
SH'-
"
31
C
34
34 OF 50 SHEETS
s
a
7
o
8
A C V u t r
V
2 N
CV ro Ln
2 LU CD
Z ::D U
W O
i oW
�w>
-
Uo
<Z Lo
cn .
O U
coo -o
CV Nt
Ntrn
Q orvESS 1p�!
�N\4 K
Z
o S 5885
OF CA1.\F
03=11-16
DURALUM
IAPM0 0195
AHJ APPROVAL
REVISIONS
MARK UATE OMRIPTKIN
4 STEL JOB 9 16-1071
DATE 03-0316
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF Ll, 110-130 MPH
SH - 35
35 OF 50 SHEETS
9
CATTACHED &"FREESTANDING-LATTICE•COVERS - 10 PSF-L-IVE-LOAD - 110,-120; 130,MPH,- EXP: B -&G----1
t
�'x8
x0.042°.BEAM
3"x8"x0.042"
BEAM
DBL.
3"x8"x0.042"
BEAM
J DBL. 2"x6.5"x0.042"
DBL. 3"x8"x0.042" BEAM
M.�1N%'14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
W/ DBL. 14 GA. STL. INSERT
}
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
T
. L.
MAX.COL.
SPACING
¢ _
o
MAX•POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
(\4AX.POST
FTG.
MIN,
MAX.POST
FTG.
MIN,
MAX.POST
FTG.
MIN,
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN,
j p
ON SLAB
m �
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
(SPAN)
(1)
TYPE
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(2) (3)
(1)
(1)
13'-7"
5'
18'-0"
15
B
18'-0"
29
21'-8"
16
21'-8"
31
G
20'-9"
16
g
20' 9"
31
G
22'-8"
17
B
22'-8"
31
G
29'-2"
18
C
29'-
336
H
5'
O
18'-0'
18
17'-6'
31
G
21'-8"
19
B
21':2"
33
H
20'-9"
18
20'-2"
33
H
22'-8"
19
22'-1"
33
H
29'-2"
21
28'-6"
I
16'-416
168
B
16,16'-0'
230
19'-9"9'-9"
1
19'-9''9
302
19-0'g1-0"
1
g
19'-0"8
332
�7
20
120
C
20'- 2'p1
332
G
261 26'-8"
1
E
26'-
335
H
61
r
61
4
G
19
C
3"
G
19
6,1
20'-8"
21,
21
26,-0"
I
9'-9
7'
15'-2"
16
B
15'-2"
29
18' 4"
17
18'-4"
30
17'-7"
17
C
17'-7"
30
G
19'-2"
18
C
19'-2"
31
G
24'-8"
19
E
24'-8"
33
H
7
15'-2'
19
14'-10"
30
G
18' 4"
20
C
17'-10'
31
G
17'-7"
19
17'•1"
31
19'-2"
20
19'-2"
32
24'-8"
22
24'-1"
34
J
8'-6"
8'
14'-3"
17
g
14'-3"
29
17'-2"
18
17'-2"
31
16'-6"
18
C
16'-6"
31
G
18'-0"
18
C
18'-0"
31
G
23'- 23'-2'
222
E
23'-2"22'-7'
333
H
8'
14 -3
19
13'-10'
29
G
17'-2'
20
C
16'-9'
31
G
16'-6"
20
16' 1 "
31
18'-0'
21
18'-0"
31
J
7'-7"
9'
13'-6"
17
C
13'-6"
30
16'-3"
18
E
16'-3"
31
G
15'-6"
18
C
15'-6"
31
G
17'-0"
18
E
17'-0"
32
G
21'-1
20
E
21'-21'-3"
334
H
9'
ILL
13'-6'
19
13'-1'
30
C7
16'-3"
21
15'-9"
31
15'-6"
20
15'-2"
31
17'-0"
21
17'-0"
31
21'-10'
23
6'-10,1
10,
12'-912,-9'
120
C
12'-912,-6'
330
15'-4
1
E
15'-4"5'-1"
332
14'-9'4,-9"
121
E
14'-9"4
332
G
16'-116,-1"
121
E
16'-11'6
332
Cj
20' 20'-9"
223
E
20'-
334
H
10'
G
5' 4"
21
C7
4'
1„
20,-2"
11'
12'-2"
18
C
12'-2"
31
14'-8"
19
E
14'-8"
32
14'-1"
19
E
14'-1"
32
G
15'-4"
19
E
15'-4"
32
G
19'-9"
21
E
19'-9"913„
334
I
11'
O
12'-2'
20
11'-10"
30
G
14'-8"
21
14' 4"
32
G
14'-1"
21
13'-8"
32
15'-4"
22
15' 4"
32
19'-9"
24
r
51_8,1
11'-811'-8'
120
C
11'-811
31
14'-114,-1"
122
E
14'-113,-9"
332
13'-6"31-6"
121
E
13'-6"3'-2"
332
C7
14'-914'-9"
122
E
14'-914'-9"
333
H
19'-09,-0"
224
E
19'-0"8'-6"
335
I
12'
12,
-4
G
G
}
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTAND/NG
MAX.COa=
SPACINL.
SPACING
¢F
o
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
'MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX•POST
FTG.
MIN.
jo
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m �
F
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(2),(3)
(1)
13'-7"
5'
18'-0"
16
B
1810..
G
21'-8"
17
B
21'-8"
33
H
20'-9"
17
g
20'-9"
32
G
22'-8"
18
B
22'-8"
33
H
29'-2"
19
C
29'-
337
I
5'
O
17'-8"
19
H
21' 4"
20
20'-7"
34
20' 4"
20
19'-8"
34
H
22' 4"
20
C
21'-6"
35
I
28'-9"
. 22
27'-8"
K
N
11'-4"
6'
16'-4"
17
B
19'-9"
18
C
19'-9"
32
G
19'-0"
13
19'-0"
32
G
20'-8"
18
C
20'-8"
32
G
26'-8"
20
E
26'-
336
I
6'
r
16 -2
19
G
19'-7"
21
18'-9"
34
H
18'-8"
20
C
18'-0"
33
H
20' 4"
21
19'-8"
34
H
26'-3"
23
215'-3"
K
9,-9,1
�,
15'-2"
17
B
18'-4"
18
C
18' 4"
31
G
17'-7"
18
C
G
19'-2"
19
C
19'-2"
32
G
24'-8"
20
E
24'-
15=0
20
14 4
30
G
18'-1"
21
17'-4"
33
H
17'-3"
21
33
18'-10'
21
18'-2"
33
H
24'-4"
23
213'-6"3H7'
8'-6"
8'
14'-3"
18
B
14'-3"
29
17'-2"
19
C
17'-2"
31
G
16'-6"
18
C
017'-Z7��31
30
G
18' 0"
19
C
18'-0"
31
G
23'-2"
21
E
23'-"2
335H8
.J
14'-1'
20
C
13'-6"
29
G
17'-0'
22
16'-3'
32
16'-2"
21
32
17'-8"
22
17'-1"
33
H
22'-9'
24LL
0
7,_x,19'
13'-6"
18
C
13'-6"
30
16'-3"
19
E
16'-3"
31
15'-6"
19
C
31
G
17'-0"
19
E
17'-0"
32
G
21'-10"
21
E
21'- 01811
334
H9'
13'-3"
2112'-9'
30
C7
16'-0"
22
15'-4"
32
G
15'-3"
22
32
16'-8"
22
16'-1"
32
21'-6"
24
6'-10"
10'
12'-9"
18
C
12'-9"
30
15'-4"
19
E
15'-4"
32
G
14'-9"
19
E
14'-9"
31
G
16'-1"
20
E
16'-1"
32
G
20'-9"
21
E
20'-9"9
334
H
10'
12 -7
21
12'-1'
30
G
15'-2"
22
14'-7"
31
14'-6"
22
14'-0"
31
15'-10'
23
15'-3"
32
20'-4"
25
8,1
61 2,1
1 11
12'-
121
C
12'-1'1
330
14'-$
223
E
14'-814'-0"
332
G
141 13'-10'
123
E
14'- 1"3,
331
G
15' 4
223
E
15' 4
332
G
19-
225
E
19'-9"8,-9"
334
O
112'-0"
_7
G
4,-6"
11
5' 2"
4-7"
H
19,-6"
r
51.81,
11'-8"1'
122
C
11'-811'-1'
331
141 13'-10'
223
E
14'-113'
332
G
13'-6"31-3"
223
E
13'-6"2,-9"
332
C7
14'-9
223
E
14'-9
332
H
19'-0"8'-8"
226
E
19'-0'8'-0"
334
I
12'
121
6"
G
4"
H
41-6"
41-0',
r,
\ ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED,
FREES TAND/NG
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
_
ZN I�
MAX COL
SPACING
`F'H
o_
-POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN,
�IAX.POST
_
FTG.
MIN.+
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN,
MAX.POST
FTG.
MIN.
j o
Y'I
ON SLAB
m
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
1SPACING�
(IN ')I
IP_OST_
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
TYPE
SPACING
(IN.)
POST
TYPE
m
(-
2)• (3)�
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1) x
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
(SPAN)
(1)
'
13'-7"
5'
18'-0"
17
B
17'-8"
33
G
21'-8"
19
g
21' 4"
34
H
20'-9"
18
B
20'-4"
32
H
22'-8"
19
B
22'-4"
35
I
29'-2"
20
C
28'-9"
37
K
5'
r
[ O
17'-3'
20
16' 6'
34
H
20'-10'
21
20'-0"
36
K
20'-0"
21
19'-1"
34
I
21'-10"
21
C
20'-10'
36
K
28'-2"
23
E
6'-10'
39
M
11 4"
16'-4"
18
B
16'-2"
32
G
19'-9"
19
C
19'-7"
33
H
19'-0"
19
B
18'-8"
32
H
20'-8"
19
C
20'-4"
34
H
26'-8"
21
E
26'-32'4'-7"
338
K
6
r
6,
15'-10"
20
15'-1'
33
H
19'-1"
22
18'-3"
35
I
18'-3"
21
C
17'-6"
33
I
20'-0"
22
19'-1"
36
I
25'-9"
24
! 9
7'
15'-2"
18
g
15'-0"
31
G
18'-4"
20
C
18'-1"
33
H
17'-7"
19
C
17'-3"
31
G
19'-2"
20
C
18'-10"
33
H
24'-8"
22
E
24'-4"
35
I
,
-9
I
14'-8'
21
14'-0"
33
H
17'-8"
22
16'-10'
34
17'-0"
22
16'-2"
33
H
18'-6"
23
17'-8"
35
I
23'-10'
25
22'-9"
37
K
J•
I 8'-6"
$'
14'-3"
19
B
14'-1"
31
G
17'-2"
20
C
17'-0"
32
G
16'-6"
20
C
16'-2"
30
G
18'-0"
20
C
17'-8"
33
G
23'-2"
22
E
22'- 21
337
I
8'
13'-9"
21
C
13'-1"
32
16'-7'
23
15'-10'
34
H
15'-10"
22
15'-2"
32
H
17' 4"
23
16'-7"
34
H
22'-3'
25
3
K
7'-7"
9'
13'-6"
19
C
13'-3"
30
G
16'-3"
21
E
16'-0"
32
G
15'-6"
20
C
15'-3"
31
G
17'-0"
21
E
16'-8"
32
G
21'-1
23
E
21'-62'0
336
H
91
ILL
13'-0'
22
12'-4'
32
15'-8"
23
15'-0"
33
H
15'-0"
23
14'-3"
32
H
16' 4"
24
15'-7"
34
H
21'-1"
26
1"
K
6'-10"
10'
12'-9"
20
C
12'-7"
30
G
15'-4"
21
E
15'-2"
32
G
14'-9"
21
E
14'-6"
31
G
16'-1"
21
E
15'-10"
32
H
20'-9"
23
E
20'-4"
34
H
10'
.L
12'-3'
22
11'-9'
31
14'-10'
24
14'-2"
33
H
14'-2"
23
13'-7"
31
15'-7"
24
14'-10'
33
20'-0"
26
19'-1"
36
I
335
6, 211
11'
12'-2"
20
C
12'-0"
31
G
14'-8"
21
E
14'-6"
32
H
14'-1"
21
E
3'-1.0"
32� yG�
15' 4"
22
E
15'-2"
32
H
19'-9"
23TE
19'-6"8'-2"
I1
''11'-3"
31
14'-2"
24
13'-7"
32
G
13'-7'
24
rl3'-0"`
X31,-
14'-10"
24
14'-2"
33
19'-1"
2
r
5, 811
11'-811-3'
223
C
11'-610'-9'
331
G
14'-1131-7"
224
E
13'-113
332
H
13'-6"31-0"
224
E
13' 1'2
332
H
14'-9
225
E
14'-6
332
H
19'-0"8'-3"
227
E
18'-8°7'-6"
335
121
=0"
G
41-2"
31-7"
V
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OF CA1.\F
03=11-16
DURALUM
IAPM0 0195
AHJ APPROVAL
REVISIONS
MARK UATE OMRIPTKIN
4 STEL JOB 9 16-1071
DATE 03-0316
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF Ll, 110-130 MPH
SH - 35
35 OF 50 SHEETS
9