BPAT2016-000978-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
-1 111111ii 111111 '
80
VOICE (760) 777-7125 J
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/3/2016 .
Application Number:
BPAT2016-0009
Owner:
Property Address:
52675 AVENIDA BERMUDAS
KAREN LOPEZ
APN:
773305020
Application Description:
LOPEZ / PATIO COVER
92253
Property Zoning:
AA\!
Application Valuation:
$2,500.00
i
Applicant:i�
®4`� ?Gr0
Contractor:
VALLEY PATIOS INC DBA VALLEY CONCRETE &
VALLEY PATIOS INC DBA VALLEY CONCRETE &
37897 CHESTERFIELD STREETCIIYI�+
L14QoNTF
37897 CHESTERFIELD STREET
INDIO, CA 92203
COMMU111TYDEVECQRY± N'DEp cRjENT
INDIO, CA 92203 '
(760)534-4634
Llc. No.: 937811
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C-8. C51 License No.: 937811
/j
Date: 3/3 116 contractor: i n 4e)'
i.ex 1cd% bo
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(-1 I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
() 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 contractors) licensed pursuant to
the Contractors' State License Law.).
I ) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of -the work for which this permit is issued -(Sec. 3097, Civ. C.).
Lender's Name: l V1 V
r�
Lender's Address?�Rlopll
WORKER'S COMPENSATION DECLARATION
I hereb affirm under penalty of, perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued._ lyly workers' compensation insurance carrier and polity number are:
Carr: Policy Number:
iJ I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: 6 Applicant: GlitTl V /.OVi Y1�
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a.result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
Date: 3 6 Signature (Applicant or Agent): n
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT.
QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0 $1.00
$1.00
3/3/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
VALLEY PATIOS INC DBA VALLEY C
DEBIT
R13513
RSE
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00
DESCRIPTION
= ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$97.17
3/3/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
VALLEY PATIOS INC DBA VALLEY C
DEBIT
R13513
RSE
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$95.72
3/3/16
PAID BY
METHOD
RECEIPT #-
CHECK #
-CLTD BY
VALLEY PATIOS INC DBA VALLEY C
DEBIT
R13513
RSE
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89
DESCRIPTION •
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$0.50
$0.50
3/3/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
VALLEY PATIOS INC DBA VALLEY C
DEBIT
R13513
RSE
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0:50 $0.50
•,
Description: LOPEZ / PATIO COVER
NAME TYPE
NAME
Type: PATIO COVER
Subtype: CITY STANDARD/PRE-
Status: UNDER REVIEW
Applied: 3/3/2016 RSE
ENGINEERED - OPEN
STATE
Approved:
Parcel No: 773305020 Site Address: 52675 AVENIDA BERMUDAS LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE
LA QUINTA Block: 140
Lot: 7
Issued:
UNIT 15
CA
92203
Lot Sq Ft: 0
Building Sq Ft: 0
Zoning:
Finaled:
Valuation: $2,500.00
Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0
No. Unites: 0
Details: 260SF ALUMAWOOD TRELLIS PATIO COVER AT REAR YARD
[DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL
INSTALLATIONS. 2013 CALIFORNIA BUILDING CODES.
CHRONOLOGY
NAME TYPE
NAME
ADDRESS1.
CONTACTS
CITY
STATE
ZIP PHONE
FAX
EMAIL
APPLICANT
VALLEY PATIOS INC DBA VALLEY
CONCRETE &
37897 CHESTERFIELD
STREET
INDIO
CA
92203
CONTRACTOR
VALLEY PATIOS INC DBA -VALLEY
CONCRETE &
37897 CHESTERFIELD
STREET
INDIO
CA
92203
OWNER
KAREN LOPEZ
92253 .
Printed: Thursday, March 03, 2016 9:54:36 AM 1 of 2
sysrrnts
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
3/3/16
R13513
DEBIT
VALLEY PATIOS INC
RSE
DBA VALLEY C
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00
BSA:
PATIO COVER, STD,
101-0000-42404
0
$97.17
$97.17
3/3/16
R13513
DEBIT
VALLEY PATIOS INC
RSE
OPEN
DBA VALLEY C
PATIO COVER, STD,
101-0000-42600
0
$95.72
$95.72
3/3/16
R13513
DEBIT
VALLEY PATIOS INC
RSE
OPEN PC
DBA VALLEY C
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89
SMI - RESIDENTIAL
101-0000-20308
0
$0.50
$0.50
3/3/16
R13513
DEBIT
VALLEY PATIOS INC
RSE
DBA VALLEY C
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.50
$19439 $194.39
INSPECTIONS m
PARENT PROJECTS
Printed: Thursday, March 03, 2016 9:54:36 AM 2 of 2
SYS7EiMS
Bin '#
City of La Quinta
Building 8r Safety Division
. . 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
WT2Wo-0b
Project Address: � 2 6 7 Veru 2r a -S
Owner's Name:. C) ot5—
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Jtn� ZZ63
Contractor:
PChi oS
Telephone:
hone•
Address: 2qcRog
Project Description: Pfo SQ.0 /� U
City, ST, Zip:
Telephone:
i
State Lic. # :
City Lie.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
PancY:
Constructionn Type: Occupancy:
c�
Lic
rStato
Project type one): w Add'n Alter Ra aiDemo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: C-->
APPLICANT: DO NOT WRITE BELOW THIS LINE
11
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
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 correctionsfissue .
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'rd Review, ready for correctionsl'issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit Fees
3 2016
Driveway
TY OF LA QUINTA
COMMUNITY DEVELOPMENT
FIN
Lopez Residence
52675 Avenida Bermudas+
La Quinta CA 92253
Proposed Alumawood
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTR TION
DATE. _BY
5'
10'
26'
10'
5'
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE:
GOVERNING CODES:
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
AND 2013 CRC SECTION AH1052 FOR 10 psf RESIDENTIAL CONSTRUCTION AND ACI318-11 FOR 20,25 AND 30
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
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 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 NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
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 RATIO (H/P), 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.
i 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.
FO -.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
s 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 8 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, S�=1.0, S. = 0.50
RESPONSE MODIFICATION FACTOR, R:125
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-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 (i.e.. 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.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
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.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
IZiZi7y�9►`L�P�`L��71R�
STRUCTURAL
ENGINEERING FIRM
TC(ENG/NEEh�/NG
STRUCTURAL ENGINEERING
109 EAST ESCALONES PHONE: (949) 388-9333 I-
T -0 .................. TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE, CA 92672 FAX: (949) 388.3773
SH -1 .............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER
SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK. SE
SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: BRADLEY STEVENS
SH - 5 ...........MINIMUM FASTENERS
SH - 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 FORCE 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 ..........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, 110-130 MPH
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 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
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IAPMO 0195
ASSUMPTION
AHJAPPROVAL
Vo
rREVI"",
NAR9 DATE DESCRIPTION
4 STEL JOB a 15-1071-1
DATE 3132015
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
T-0
0 OF 50 SHEETS
3111111111
o B o C o D o E o F o
SOLID PANEL STRUCTURES
W ` 1;
SPAN
3 1/2" SLAB ATTACHMENT
MAY BE USED NOTE: NO SPLICE AT EX 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
ATTACHMENT TO
SUPPORTING BEAM.
OF
VIES
"O.H." NOT TO EXCEED 25% is
OF ROOF PANEL
ALLOWABLE SPAN /
5 SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE. B Sp
NO BEAM SPLICE AT POST IV / BEAM -SEE TABLES
SPg
EXTERIOR POSTS. SEETAB(�SNG FOR POST SPACING =
POSTS, SIZE VARIES NO
° T TO
3 1/2" SLABOF
A((p " iv
MAYBE USED W'S(ESpgN
TO CONSTRAIN
7 FOOTING, SEE
TABLES
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
0
1
ATTACHMENT
OVERHANG,
ROOF PANEL SEE TABLES
FOR
SEE DETAIL A, B & C.
CENGTN
qN0 STRUCT
OR WOOD, OR
CONCRETE
SHEET 4 ROOF
SHEET 8
SNq(OF
WALL SEE
PANEL ATTACHMENT TO
THE PRO F /FS
SHEET8
"O.H." NOT TO EXCEED 25%
T NS
HANGER BEALL
M.
ALLOWABLE SPAN
O. SPAN
PD
"O.H." NOT TO EXCEED 25%
SpgN/
ST
NO BEAM SPLICE AT
OF ROOF PANEL
S SpgCl
EET,ge(ESNG
EXTERIOR POSTS.
ALLOWABLE SPAN
POSTS, SIZE VARIES
SEE DETAIL 11, SHEET 12___l/
BSM
NUMBER OF REQUIRED COLUMNS
FOR MANDATORY SPLICE.
Sp
POST
BEAM -SEE TABLES
NO BEAM SPLICE AT
Sp/
SEETgeLESG
F
=
EXTERIOR POSTS.
POSTS, SIZE VARIES
O N.lvO
2S%00
SEE SHT. 11 FOR MINIMUM
FSE EXCEED
c�
NUMBER OF REQUIRED COLUMNS
qM e, .
W ` 1;
SPAN
3 1/2" SLAB ATTACHMENT
MAY BE USED NOTE: NO SPLICE AT EX 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
ATTACHMENT TO
SUPPORTING BEAM.
OF
VIES
"O.H." NOT TO EXCEED 25% is
OF ROOF PANEL
ALLOWABLE SPAN /
5 SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE. B Sp
NO BEAM SPLICE AT POST IV / BEAM -SEE TABLES
SPg
EXTERIOR POSTS. SEETAB(�SNG FOR POST SPACING =
POSTS, SIZE VARIES NO
° T TO
3 1/2" SLABOF
A((p " iv
MAYBE USED W'S(ESpgN
TO CONSTRAIN
7 FOOTING, SEE
TABLES
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
0
1
V
1
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
3 1/2" SLAB ATTACHMENT' W "
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 MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
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
31/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
MIN. 0.25" SLOPE
PER FT
BEA sp
POST ._AN /
BEAM - SEE TABLES
FOR POST SPACING
`O.H' NOTTjII
OF B_M
A((ONats S'IIP�
W
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
2 ti.
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$558.85.
OF CAL \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MART( 047E DESCMMON
4 STEL JOB # 15-1071-1
DATE 3I3015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
t OF 50 SHEETS
ATTACHMENT
SEE DETAIL A, B & C,
ROOF PANEL SEE TABLES
SHEET 8
SHEET 4 FOR ROOF
PANEL ATTACHMENT TO
MIN. 0.25" SLOPE PER FT
SUPPORTING WALL
HANGER & BEAM.
O.
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
PD
FOR MANDATORY SPLICE.
SpgN/
ST
NO BEAM SPLICE AT
S SpgCl
EET,ge(ESNG
EXTERIOR POSTS.
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
V
1
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
3 1/2" SLAB ATTACHMENT' W "
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 MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
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
31/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
MIN. 0.25" SLOPE
PER FT
BEA sp
POST ._AN /
BEAM - SEE TABLES
FOR POST SPACING
`O.H' NOTTjII
OF B_M
A((ONats S'IIP�
W
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
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OF CAL \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MART( 047E DESCMMON
4 STEL JOB # 15-1071-1
DATE 3I3015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
t OF 50 SHEETS
A o B o C o D o t r o (i o H o
OPEN LATTICE STRUCTURES
RAFTER, SEE TABLES--.,
MAX O.H. O.I
M
25% OF RAFTER
ALLOWABLE
q� _?Seti00I� SPAN
�loyy Fe qy _ .
g9(F�'WG
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL AB 8 C,
SHEET B.
i
RAFTER, SEE TABLE
MANDATORY BEAM SPICE - SEE
pEt
FOR SIZE
�4
OI.
LENGTH OF STRUCTURE VARIES
DETAIL 11, SHEET 12
MAX O.H. O.H
2S%25% OF RAFTER
Oo �M
ST Sp
SFFTpgcgN�
ge1FSG
ES
POST WITH SIDEL TES
SEE SHT, Il FOR MINIMUM
NUMBER OF REQUIRED
COLUMNS
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
SEE TABLES
NO BEAM SPLICE AT��p6
Opp ALLOWABLE
FOOTING WHERE REQUIRED,
�q
° O SPAN
OSTS
TYPE "F" ATTACHED MULTISPAN
EXTERIOR POSTS
(d33
O
_
2
S2
• LENGTH OF STRUCTURE VARIES
6
0,
2
_
POST WITH SIDE PLATI
S
i
SEE SHT. 11 FDR MINIM
JM
2q
DOST�fSp
SFF SpgNN" .
NUMBER OF REQUI
COLUMNS
X30
O M�,
r112SLAB
LENGTH OF STRUCTURE VARIES
ATTACHMENT
qM
SED WHERE
NENT IS INTER -S
EACH ITHOANY
STSp,To
�FTG�
)PERMITTED.
SEE TABLES
CHANGEABLE WNOTE:
OTHER
DETAIL 11, SHEET 12
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE\
NO BEAM SPLICE AT
S
EXTERIOR POSTSSp0 TSp
SEE TABLES
MAY NOT BE COVERED.
SEE POST DETAI
FTgS�FS/NG
IAA
TYPE "E" ATTACHED SINGLE SPAN LATTICE
STRUCTURE
i
RAFTER, SEE TABLE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
pEt
FOR SIZE
�4
OI.
LENGTH OF STRUCTURE VARIES
AND SPACING
MAX O.H. O.H
2S%25% OF RAFTER
Oo �M
ST Sp
SFFTpgcgN�
ge1FSG
ES
POST WITH SIDEL TES
SEE SHT, Il FOR MINIMUM
NUMBER OF REQUIRED
COLUMNS
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
SEE TABLES
MAY NOT BE COVERED.
Opp ALLOWABLE
FOOTING WHERE REQUIRED,
° O SPAN
OSTS
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
gCtiC G
6
G
.OG
i
2q
20
X30
O M�,
_
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
OST CROSS -SECT[
NO BEAM SPLICE AT
S
EXTERIOR POSTSSp0 TSp
SEE POST DETAI
FTgS�FS/NG
7
3 112" SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER-
pp
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
sF ST Sp
STgg1FSNG
FOOTING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN.
TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
° MAY NOT BE COVERED.
FOOTING SEE TABLES
B TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
RAFTER,SEE
MAX O.H.
25% OF RAFTER
ALLOWABLE
SPAN \
WALL LEDGER OR
ROOF
Sr/NGe4/1p/NG_ `SSEE HEET TAI8.
LA B 8 C
MANDATORY BEAM SPICE- SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
pEt
�4
OI.
LENGTH OF STRUCTURE VARIES
OST Sp
SFFT pgCgN�
9s�FS G
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
Oo �M
ST Sp
SFFTpgcgN�
ge1FSG
ES
POST WITH SIDEL TES
SEE SHT, Il FOR MINIMUM
NUMBER OF REQUIRED
COLUMNS
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
SEE TABLES
MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
RAFTER. SEE TABLE
FOR SIZE
AND SPACING—
MAX.
PACINGMAX. O.H. O.H
25% OF RAFTER
ALLOWABLE
OL" SPAN
)ST pyq'I'G
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12 POST CR SSSECTION,
NO BEAM SPLICE AT SF TT Spq SEE POST DETAIL,
EXTERIOR POSTS F gg(FCiA,G
S </2"SLAB
AY BE USED
p CONSTRAIN
NOTE: EACH COMPONENT IS INTER- osr FOOTING, SEE
CHANGEABLE WITH ANY OTHER sFFT SpgC/ I TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.<Fsyc
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES
MAY NOT BE COVERED.
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
x
S2
uix
�Ix
2CNM
ti
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1
OF CAL �rr�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCNDq=
4 STEL JOB # 15-1071-1
DATE 31311015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
4
i
24" TRI -"V" PAN
o t o r o n
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH
ALUM. ALLOY 3004-1136 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
12"x 3 1/2'W PANEL
24" TRI -"V" PAN
LUSL
ROOF LIVE/SNOW LOAD, psi
LUSL
PANELT
110 MPH SPAN
120 MPH SPAN
130 MPMEXP.0
077
EXP.0
EXP.B
EXP.0
EXP.B
0.90
0.70 0.65 - -
��j
(IN.)
0.90
10'-3"
10'-3"
10'-3"
10'-3"
10'3"
Ot89'-0"
11'-1'
11'-2"
10'-r
10'-r
9'-11"
15'-3"
15'3"
15'-3"
8' 6"
878'-1"
15'-3"
8_212,_3"
.024
12,_3"
,2'_3,
,2'-3"
12,_3•
10.02410,4,9.9,99,
13'-2"
12'-7"
12' 8"
11'-10"
12'-0"
11'-1"
10
1T-7"
n• -r
1T -r
n• -r
9,2
9,_3.
032
14'-3"
14'-3"
14'-3"
14'-3'
14�14�1.032
14'-9'
14'•9"
14'-0"
14'-1"
13'-3"
12' 8"
12'-1"
12'r
11'-2"
19'_7"
oao
8,4"
8,4,
B,4^
8,4•
8,4"
8,4-
.018
16'-8"
16'-9"
15'-9"
16'-0'
15'-0"
7'-9"
7'-5°
T-5"
7'-2"
7'-2"
11'-3"
.020(l)
10,_1,
10'_1"
10,_,"
10,_1.
10'_1"
10,_1"
20
.024
10'-1"
9'-6'
9,-6.
9'-0"
12'-0'
8 8"
8'4"
8'-5"
8'-1"
8'-1"
.024
12'_,.
12,_,.
12,_,,
12'_,.
,2._,.
12,,,
.032
11'-2"
10'-9"
10'-9"
10'3"
10'4"
9'-10"
20
10' 9,
10, 3"
10 4
9,-8,
9'_9.
91_9,
7'-3"
7'-3"
7'-3"
T_3•
7'-3"
7'-3-
.018
13'-3'
12'-9"
12'4"
12'4"
11-7"
16'-3"
7'4"
7'4"
7'-1"
7'-1"
V-10"
8,_9,
25
.024
14'-r
13'-8"
14'-1"
13'-2"11_,
8'-8"
8'4"
8'-5"
8'-1"
8'-1"
7'-9-
'-9"
9' 8'
9'-8-
9'-8"
9' 8"
9'-8"
9'-8"
9'$"
.032
9'-10”
9-3"
10'-6"
10'-2"
10'-2"
9'-r
9' 8"
9'-2°
6'-7"
6'-r
6'-7"
6'-7'
6'-7"
6'-7'
.018
11'-0'
1 D' -r
10'-8"
10'-2"
10'-3"
9'-9'
25
7'-3"
7'-0'
7'-0'
6'-9"
6'-10"
6'-7"
13'_2,
8'-3"
8'-3"
8'-3"
8'-3^
8'-3"
8'-3"
30
.024
13'-1'
12'-7"
12'$"
12'-2"
12'-3"
1,'-0"
8'-3"
8'-0"
8'-0"
7'-9"
7'-9"
7'-5"
14'-2"
�10"
040
.032
[%'
15'-0"
14'-4"
14'-2"
13'-r
13'-8"
13'-0"
9' 6"
9'-0"
9'-1"
9'-2'
8'-10"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
12"x 3 1/2'W PANEL
FOR ROOF PANELS
LUSL
ROOF LIVE/SNOW LOAD, psi
ROOF PANEL TYPE
10
20 25 30 40 50
12"x3}4"x0.020"
-
- 0.88 0.83 0.75 0.80
24"x2}4"x0.01 B"
0.85
0.65 0.65 - -
24'x2}4"x0.024"
0.90
0.70 0.65 - -
��j
24"x2}4"x0.032"
0.90
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
' APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
' FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
3
12"x 3 1/2"W PANEL
.50•
1 '
T= (SEE TA
LI BELDV)
12A'
ALUM. ALLOY 3004-H36 OR EQUAL
we
6' / 8" x 2 }4^ FLAT PAN
.09R (I,S.�
.77• 1
(ALL UNMARKED RADII .06R)
T= (SEE TABLE BEL04
45•
TYP.
1.92' .7 ' L92' .75' L9
.25'
----6.00'/8.00
ALUM. ALLOY 3004-H36 OR EQUAL
Z ti
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S 5885
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRU ADN
4 STEL JOB 9 15-1071-1
DATE 3/3121115
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
12"x 3 1/2'W PANEL
LUSL
PANEL'T'
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
13, 9„
13,_9,
13'_9,
, 3,_9,
13,_9,
13,_9,
.020(l)
12'-0'
11'-1'
11'-2"
10'-r
10'-r
9'-11"
15'-3"
15'3"
15'-3"
15'-3"
15' 3'
15'-3"
.024
13'-2"
12'-7"
12' 8"
11'-10"
12'-0"
11'-1"
10
1T-7"
n• -r
1T -r
n• -r
1Ta"
1T -r
032
14'-9'
14'•9"
14'-0"
14'-1"
13'-3"
19'-r
19'-r
19'-T
19'_7"
19'_7"
oao
16'-8"
16'-9"
15'-9"
16'-0'
15'-0"
11'-3"
11'-3"
11'3"
,1'-3"
11'-3"
11'-3"
.020(l)
10'-1"
9'-6'
9,-6.
9'-0"
12'-0'
12' 6"
12'-6"
12•-6"
12'-0"
12'-6"
.024
11'-2"
10'-9"
10'-9"
10'3"
10'4"
9'-10"
20
14' 8"
14'-B"
4' 8"
14'-8".
14'$"
.032
13'-3'
12'-9"
12'4"
12'4"
11-7"
16'-3"
16'-3"
r14'$"
16'-3"
16'-3"
16'-3"04015'-1"
14'-r
13'-8"
14'-1"
13'-2"11_,
„.020(1)
>9-3-
9'-10”
9-3"
12'-0"
12'
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
.024
11'-0'
1 D' -r
10'-8"
10'-2"
10'-3"
9'-9'
25
13,_2•
13'_2•
13'_2,
13'_2,
13'_2,
13'_2,
032
13'-1'
12'-7"
12'$"
12'-2"
12'-3"
1,'-0"
14,_2"
14'_2,
14'-2'
14,_2,
14'_2"
14'-2"
040
15'-0"
14'-4"
14'-2"
13'-r
13'-8"
13'-0"
10'-0"
10'-0"
10'-6"
10'-6"
10'-0"
10'-0"
.020(l)
9'-2"
B'-9"
8'-11"
8'-5"
8'-6"
8'-2"
11'-3"
11'3"
11'_3"
11'_3"
11'-3"
1,'_3"
.024
10'�i'
10'-1'
10'-2"
9'-r
9'-9"
9'-2"
30
12' 6'
12'�i"
12'-0'
12' 6"
12'-6"
12'-0"
032
11'-10
13'-4"
13'4"
13'4'
13'-4"
13'-4"
13'4"
.040
14'-2"
13'-8'
13'-6"
13'-0"
13'-3"
12'-0"
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
T-1'
.020(l)
8'-1"
8'-1"
7'-10"
7'-10"
7'-6"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
.024
9'-5'
9'-1'
9'-1"
8'-10'
8'-10'
40
11'-4"
I V-4"
11'-4"
11'4"
11'4"
4"
11'-4-
032
1
11'3'
11'-1"
11'-0"
10'-7"
10'$'
10'-3"
12'_2,
12'_2•
12,_2,
12,_2,
12'-2"
12'_2"
040
12'-8"
124"
12'-4-
2'4"
B-2-
B 2"
8 2"
8-2"
8-2-
8-2"
8 2"
.020(l)
7 1"
7'-1"
7'-1"
6'-11"
6'-11"
6'-9"
9-_2,
9,_2,
9,_2,
9, 2,
9-_2,
9,_2,
.024
8'-0"
7'-10"
7'-10"
7' 8"
7'-8"
7'-6"
50
10'-7"
10'-r
10'-r
10'-7"
10'-7"
10'-r
.032
9'-7"
9'-7"
9'-7"
9'-3"
9'-5"
8'-11"
111_3•
11'-3'
11'-3"
11'-3"
11�IVI'04011'-0"10'_10"
10'_10' ,0'-7"
we
6' / 8" x 2 }4^ FLAT PAN
.09R (I,S.�
.77• 1
(ALL UNMARKED RADII .06R)
T= (SEE TABLE BEL04
45•
TYP.
1.92' .7 ' L92' .75' L9
.25'
----6.00'/8.00
ALUM. ALLOY 3004-H36 OR EQUAL
Z ti
W 04
o6
W U)00
Z W ch
ZU rn
O
W ¢w
_ u U) LL
W
LL1 Lu co
M
o U 0�
Z co
UQ M
oj
FESS I(�
.��X4 16.
co
S 5885
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRU ADN
4 STEL JOB 9 15-1071-1
DATE 3/3121115
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
t.l
7
�.l
B
v o m o
AOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
iED AND FREESTANDING SOLID COVERS
FOOTNOTE: "SAMPLE"
'ES ATTACHED
FIGURE INDICATES FREESTANDING
ti
Cd
N
Coui
2 0 �'-
r -' w
Q�
uU)wu-
uj
W W M
M
oco
U
' Za Co
ai
NTrn
Q�fESS Icy��
o
S5.8.8.5
i
OF Cpl �F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB N 15-1071-1
DATE 3!3!2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
TABLE 2
TABLE 3
WALL HANGERS,
3"x8" AND
EXTRUDED AND 3"x8"
WITH
STEEL HEADERS
>-
STEEL
INSERT HEADERS
NUMBER OF N❑.14 TEK OR SMS SCREWS
NUMBER OF N❑.14 TEK OR SMS SCREWS
PER
FOOT OF WALL HANGER
AND
BEAM
1
c
~
H
PER
FOOT OF BEAM
LENGTH
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
CP. B EXP. C EXP. B EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP.
C
1
1 1
1
1
5'
1
1
1
1
1 2
2
2
1
1
1 1
1
2
6'
1
1
1 1--l-
1
1
1
2
2 2
2
2
1 1
1 1
1
1
1
1 2
2F2
2
�.
1
1
1 1
1
1
2
2
2 2
2
1 1
1 1
1
2
1
2 2
2
2
$
1
1
1 1
1
1
2
2
2 2
3
3
1 1
1 2
1
2
2
2 2
2
2
9'
1
1
1 1
1
1
2
2
2 3
3
3
1 1
1 2
2
2
2
2 2
2
2
10'
1
1
1 1
1
1
2
2
2 3
3
3
1 2
2 2
2
2
--2-
2
2 2
2
3
11'
1
1
1 1
1
2
3
3 3
3
3
1 2
2 2
2
2
2
2
�32
3
12'
1
1
1 1
1
2
2
3
3
4
2 2
2 2
2
2
2
2 3
3'3
3
13'
1
1
1 1
1
2
2
3
3 3
4
2 2
2 2
2
2
FOOTNOTE: "SAMPLE"
'ES ATTACHED
FIGURE INDICATES FREESTANDING
ti
Cd
N
Coui
2 0 �'-
r -' w
Q�
uU)wu-
uj
W W M
M
oco
U
' Za Co
ai
NTrn
Q�fESS Icy��
o
S5.8.8.5
i
OF Cpl �F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB N 15-1071-1
DATE 3!3!2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
A o B o G o 0 e E e F o V o n o i
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
LUSL
^T^
iIN)
z Z
a
) o
TYP.
3" x 8" RAFTER
B.0'
z Z
¢
n zz
'2" X 6 1/2" RAFTER
z Z
Q
N zz
DBL. 2" x 6 1/2" RAFTER
110 MPH 120 MPH 130 MPH
LUSL
^T^
(IN)
110 MPH 120 MPH 130 MPH
LL/SL
^T^
(IN)
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
EXP B EXP.0 EXP. B EXP.0 EXP. B EXP.0
10
.042
16"
29'-8" 129'-6"
26'-3"
26'-3"
29'-8"
26'-3"
28'-9"
26'-3"
29'-3"
26'-3"
26'-3"
25'-7"
10
.024
16"
16'-0"
14'-2"
15'-10"
14'-2"
16'-0"
14'-2"
15'-0"
14'-2"
15'-9"
14'-2"
13'-8"
13'-9"
10
.024
16"
22'-6"
19'-10"
22'14"
19'-10"
22'-6"
19'-10"
21'-1"
19'-10"
22'-2"
19'-10"
19'-2"
19'-1"
24"
24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21' 6"
21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0"
24"
13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2"
3"
24"
18'-4" 18'-3" 18'-4" 1T-3" 18'-2"
16'-3" 16'-3" 16'-3" 16'-3" 16"-3"
15'-8"
20
.042
16"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
21'-10" 21'-10" 2l' -l0 --:i1'-10" 21'-10" 21'-10"
.032
16"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7"
.032
16"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-3" 25'-3" 25'-3" 25'-3" 25'-3"
25'-7"
24'-8"
24"
18"-9" 18'-9" 18"-9" 18'-9" 18'-9" 18'-9"
1-1
170" 17'-10" 17"-10" 17'-10" 17'-10" 17'-10"
r24-
16'-7" 16'-6" 16'-7" 16'-1" 16'14" 14'-10"
14'-8" 14'-8" 14'-8" 14'-8" --14'-8'" 14'-4"
24"
23'-4" 23'-3" 23'-4" 22'-8" 23'-1"
20'-8" 20'-8" 20'-8" 20'-8" 20'-8"
20'-10"
20'-2"
.042
16"
19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8"
21'-6" 21'-6" 21'-2" 213" 20'-8"
04220'-1"
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2"
•042
16"34'-7"
34'-4" 34'-7" 33'-7" 34'-2"
30'-8" 30'-8" 30'-8" 30'-8" 30'-8"
32'-8"21'-6"
29'-10"25
24"
16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
17'-7" 17'-7" 17'-7" 17'-4" 17'-6" —16-'- 10"
r6.
20'-0" 20'-1" 19'-6" 19'-9" 19'-0"
17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3"
24"
28'-2" 28'-1" 28'-2" 27'-4" 27'-10"
25'-1" 25'-1" 25'-1" 25'-1" 25'-1"
26'-8"
24'x"
30
.042
16"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
20
.024
16"
12'-4"
11"-9"
12'-4"
11"-9"
12'-4"
11'-9"
12'-4"
11'-9"'
12'-4"
11'-9"
12'-4"
11'-9"
20
.024
16"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-3"
16'-7"
r24"
13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9"
15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1"
9'-8" 9'-8" 9'-8" 9'-8'" 9'-8" 9'-8"
24"
14'-2" 14'-2" 14'-2" 14'-2" 14'-2"
13'-7" 13'-7" 13'-7" 13"-7" 13'-7"
14'-2"
13'-7"
40
.042
16"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8"
.032
16"
15'-8" 15'-8" 15'-8" 15'-8" 15'43" 15'-8"
.032
16"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
21'-1" 21'-1" 21'-1" 21'-1" 21'-1"
22'-0"
21'-1"
24"
12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1"
13'-8" 13'-8" 13' 8" 13'-8" 13'-8" 13' 8"
24"
12'-10" 12'-10" 12'-9"
12'-3" 12'-3" 12'-3"
24"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
17'-3" 17'-3" 17'-3" 17'-3" 17'-3"
18'-0"
17'-3"
50
.042
16"
13'11" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0' 15'-0'"
042
16„
19'-0" 19'-0" 18'-10"
18'-1"8'-1"042
W15-6"lW15-6
16"
26'-8" 26'-8" 26'-8" 26'-8" 26'-8"
25-6 25'-6" 25'-6"25'-6" 25'-6"
26'-7"
25' 6"10'-3"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3"
-2" 11'-2 11'-2"
24"
15'-6" 15'-6" 15'-0"
14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9"
24"
21'-10" 1'-10" 21'-10" 21'-10" 21'-10"
20"-10" :i0"-1 0" 20'-10" 20'-10" 20'-10"
21'-9"
20-10"
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
024
16"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-6"
10'-7"
11'-6"
10'-7"
11'-2"
024
16"
15'-10"
16'-3"
15'-10"
16'-3"1"
15'-10"
16'-2"
15'-10"
15'$"
24„
8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1"
9'-6" 9'-6" 9'-6" 9'-6" 9'-6" —19'-2"
24„
13'14" 13'-4" 13'-3"
—19'-3" 9'-3"" 9'-3"
A20'-2"20'-2"
12'-9"
9'-3"
14'-4"
14'14"
14'-4"
14'-4"
14'14"
14'-4"
20'-2"
20'-2"
20'-2"
20'-2"
25
.032
16"
14'-9"
14'-9"
14'-9"
14'-6"
14'-7"
14'-2"
25
.032
16"
20'-9"
20'-9"
20'-9"
20'_6
20'-7"
19'-10
24"
11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1"
12'-1" 12'-1" 12'-1" 11-10" 12'-0" 11'-7"
24"
16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
17'-0" 17'-0" 17'-0" 16'-8" 16'-9"
16'-7"
16'-3"
042
16"
17'14"
17'-4"
17'-9"
17'-4"
17'-9"
17'-4"
17'-7"
17'-4"
17'-8"
17'-4"
17'-1"
042
16"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24"
13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
14'-7" 14'-7" 14'-7" 14'x" 14'-6" 14'-0"
24„
20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
20'-6" 20'-6" 20'-6" 20'-0"
20'-0"
0.042'
TYP.
B.0'
024' 6.
.024' 6. ,
.032
.032'
.042'
.042'
.O'—I
MAX.
* 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
ATTACHED
FIGURE INDICATES
FREESTANDING
W �
W FNM
Z O U rn
W QW
Q LLJ C-)
Lu
WW ce)
o c+)
U a! 00 00
�Q M
Q�FESS 1
S5885
1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AFU APPROVAL
REVISIONS
rll�DATE DESMITION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
-im
a�
A o V o o u o r o G o H o i .+
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. 6 & C
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
W
coao
L wrnM
Z O U rn
W ui
Q
c) LL.
� U)W —
W W M
o U
Z 00
00
� M
rn
FESSlpy9
�9 l
S5885
1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCwvnDN
4 STEL JOB >R 15-1071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
ZF
z
a uii
u) zo
2"X
6 1/2" RAFTER
z W
a
0 zo
DBL. 2" x 6 1/2" RAFTER
LUSL
^T^
(IN)
110 MPH 120 MPH 130 MPH
LUSL
jr(IN.)
110 MPH 120 MPH 130 MPH
EXP B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP B I EXP.0 EXP. B EXP.0 EXP. B EXP.0
024
16"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
024
16"
14'-8"
14'-0"
14'-8"
14'-6"
14'-8"
14'-0"
14'-8"
14' 6"
14'-8"
—14'-6-
4'-0"
14'-8-
14'-6
24"
T-6"7'-6" 7'-6" 7'-6"
T-6" T�8'1.'-6-8 -1 8'-6"8'-6"11'-10
24"
11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
11'-10 11'-10 11'-10 11'-10
11'-2"
11'-10"
30
.032
16"
12'-6"
12'-6"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
30
.032
16"
18'-7"
18'-7"
18'-7"
18'-7"
18'-7"
18'-7"
10'-2" 10'-2" 10'-2"10'-2" 10'-2"
24"
15'-3" 15'-3" 15'-3" 15'-3" 15'-3"
15'-3"
10'x"
10' 8"
10'-8"
10'-8"
10'-8"
10'-8"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
15'-l-
5'-1"
.042
16"
1-0"16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
,042
16"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
24"12'-3"
12'-3" 12'-3" 12'-3" 12'-3"
VW
24"18'-6"
18'-6" 18'-6" 18'-0" 18'-6"
18'-6"
12-10
12-10'
12'-10
12'-10
12'-10
18'-2"
18'-2"
18'-2"
18'-2"
18'-2"
18'-2"
16"
8-0
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
16"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
024
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
024
12' 8"
12'-8"
12'-8"
12' 8"
12' 8"
12' 8"
24"
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
24"
9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
9'-10"
7'-2"
7'-2"
T-2"
T-2"
7'-2"
7'-2"
10'-4"
10'4"
10'-4"
10'x"
10'-4"
10' 4"
40
.032
16"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
40
.032
16"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6"
12'-6"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
042
16"
13'-2"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
042
16"
19'-9"
19'-4"
19'-9"
1 9'-4"
19'-9"
19' 4"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
24"
10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9"
11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3"
24"
16'-2" 16'-2" 16'-2" 16'-2" 16'-2"
15'-10' 15'-10 15'-10 15'-10 15'-10
16'-2"
15'-10"
024
16"
7 -3"
8. -2"
7'-3"
8'-2"
7'-3"
8'-2"
7'-3"
8'-2"
7'-3"
8'-2"
T-3"
8'-2"
024
16"
10'-10"
11'x"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
24"
5'-2" 5'-2" 5'-2" T-2" 5'-2" 5'-2"
51 5'-9" 5'-9" 5'-9" 5'-9" 5'-9"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9'-4" 9'-4" 9'-4" 9'-4" 9'-4"
-8'-3-
9'-4"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
50
.032
16"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
50
.032
16"
14'-0"
14'-0"
14'-6"
14'-6"
14'-6"
14'-6"
24"
T-0" T-0" T-0" T-0" T-0" T-0"
8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
24"
11'-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"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
042
16"
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 -0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
24"
13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
13'-7"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
W
coao
L wrnM
Z O U rn
W ui
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W W M
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00
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S5885
1
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCwvnDN
4 STEL JOB >R 15-1071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
024'
6.
6'
.032042'
.032'
.
,042'
I
1-2.0'—]MAX.
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 OR
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
W
coao
L wrnM
Z O U rn
W ui
Q
c) LL.
� U)W —
W W M
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Z 00
00
� M
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FESSlpy9
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S5885
1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCwvnDN
4 STEL JOB >R 15-1071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
1
0
2
3
0
a
5
f
4
A o B o
o D o E o F o G o n o I
HEADER BEAM TYPES
GUTTER
EXT. CLIP
0.375'
SPLICE
I T=12 GA. INSERT T-0.125*
WHERESPLICE OCCURS I ASTM A653 SS WHERE ALLOY
WHERE GRADE 50 G60-\3. ' OCCURS 608376
WHERE r SPLICE OCCURS 1 .032•
)CCURS 1 I 1 4. ALUM. I I 6.6 6' 7. '
0.110
OTYP., II 3. ' TYP., 4,I ' TYP., TYP'
6.5" ROLLFORM
GUTTER FASCIA MAG BEAM
AALUM. ALLOY B ALUM. ALLOY
3004-H36 6063-T6
MAX.
I DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
J DBL.2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3x8"x0.042" BEAM
(P)_W/ 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.
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
ASTM A653 SS GRADE 50 G60
C 4" I -BEAM X111 4.5" MAG GUTTER
ALUM. ALLOY v ALUM. ALLOY
6063-T6 6063-T6
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
.032' 3.�0'
ALUM
B 3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
7
B,o•
0.042'
TYP.
3"x8"x0.042" BEAM
4- I 4;0, I M W/ 14 GA. STL. INSERT
3.0' +-MAX- 3.0' ASTM A653 GRADE 50 G60
3"x8"x0.042" BEAM
N W/ 12 GA. STL. INSERT
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.
COLUMN / POST TYPES
@_RBL _3"x8"x0.042'BEAM
AUM. ALLOY 3004-H36
OR EQUAL
- 1.00'r-
n nOA-
C 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
F ASTM A653 GRADE 50 CP60
3" SQ. ALUM. POST
D WITHSIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
F 7" 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' 3,
TYP,
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.
SQ. STEEL POST
ASTM A500 GRADE B
2 M
ti
Wco 00
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S58.8 5
1
OF CAIO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK IATI DESLRIPTIDN
4 STEL JOB k 15.1071-1
DATE 313015
DRAWNBY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN/POST TYPES
SH -7
7 OF 50 SHEETS
=3"SQ.xt=0.188"
=3"SQ.xt=0.250"
IH
=3"SQ.xt=0.313"
=4"SQ.xt=0,188"
=4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
2 M
ti
Wco 00
W U) ol N M
Z O
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S58.8 5
1
OF CAIO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK IATI DESLRIPTIDN
4 STEL JOB k 15.1071-1
DATE 313015
DRAWNBY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN/POST TYPES
SH -7
7 OF 50 SHEETS
to
Y I�
a�
IIIIIIII
O B 0
C o D 0 t r o
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
TABLE 1
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DESIGN (E) WALL COVER
I 3/16" STEEL NOTEM BRACKET CAN BE
A34 FRAMING ANGLE
DETAIL A OR B, SITESPECIFIC ENGINEERING IS
LOADS OPENING
PROJECTION
8"
0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE.
SEE TABLE 2
FASTENERS, SEE TABLE 3
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
STUD WALL FRAMING WHERE ONE OR MORE OF THE
10, 20 psf > 8'
> 18'
COVER
LUSL
0
0 TYP. BRACKET
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
(A) - SIMPSDN A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
FOLLOWING CONDITIONS OCCUR:
30.40 & 50 psf > 6'
> 14'
AND EXPOSURE
AT EVERY 2x
CAUCK JOINTS AND SLOPE
R.F. OR EXT. HANGER
120,C
130,13
130,C
10
8 0 0
TO DRAIN (OPTIONAL)
CHANNEL, 2X OR 3X
2"x 4" FULL
26'-0"
0 EXISTING EAVE
ALLOWABLE PROJ. TO BEAM
RAFTER BRACKET
25' 4"
LEDGER OR WALL HANGER
OVERHANG
SEE TABLE 1
26'-0"
26'-0"
WITH FASTENERS
1 1/4' (24"
2x6 ORDc8LEDGER
:)I-
ED —(EXP.
3
WIND SPEED
B & C)
WIND SPEED
(EXP. B & C)
PER TABLES 3 & 4
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
20
ALUM. PANEL 2X OR
IEAVF_�
EXIST. RAFTERS AT
26'-0"
2x WOOD STUD OR
CONCRETE WALL
RAFTER
26'-0"
3x ALUM. RAFTER
110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
24" O.C. AT ROOF
1' MIN.
26'-0"
26'-0"
(3}#14x3 1/2" W.
EXIST. FASCIA BOARD
26'-0"
OVERHANG
3ALLOWABLE
W 0 SIMPSON STRONG -BOLT 2
ss AT ae• D.C. (alb)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
2O
2"x 4" FULL
26'-0"
2X FULL DEPTH
26'-0"
25'-2"
25'-4"
20'-7"
PROJ.
EXISTINWOOD
SCAB,
1' MIN.
(A) (A) (A)
(A) (A) (A)
(B)
TO BEAM
OVERHANG
30
WHERE OCCURS,
2"x 6" NOTCHED
26'-0"
NOTEM PLACE 'SIKA FLEX' DR SIMILAR
SEE TABLE 1 (24" MAX)
26'-0"
SEE TABLE 2
26'-0"
8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE
26'-0"
26'-0"
26'-0"
4A
26'-0"
COW. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
40
y2' 0 SIMPSDN STRONG -BOLT 2
SS AT 36' D.C. (a,b)
2"x8" FULL OR
2"x10" NOTCHED
SEAL W/ SAME CONNECTION'S.
EAVE CONNECTION
26'-0"
WALL CONNECTION
26'-0"
26'-0"
10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
11'
ALTERNATE EAVE CONNECTION
L EXISTING ROOF OVERHANG DESIGN LOADSM
(B) (B) (B)
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6J4"
C'
RDL = 3 psf (MIN) TO 8 psf 04AX) RLL = 20,
25,
MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3'x8" MINIMUM RAFTERS)
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, 6 50 psf
OR KILN -DRY WOOD -FILLED 2"x6 Y2" OR 3"x8" ALUMINUM SECTIONS.
WITH A 10 psf MAXIMUM DESIGN LOAD.
8 EXISTING RAFTER ALLOWABLE BENDING STRESS IS
26'-0"
25'-2"
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
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
MAXIMUM PROJECTION
(A) - SIMPSDN A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
COVER
LUSL
NUMBER AND TYPE
OF FASTENERS
WIND SPEED (MPH)
AND EXPOSURE
110, B
110, C
120,13
120,C
130,13
130,C
10
0 SIMPSDN STRONG -BOLT 2
I�' SS AT 48' D.C. (a,b)
a= 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
10
2"x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25' 4"
20'-7"
2"x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
:)I-
ED —(EXP.
3
WIND SPEED
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
0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (a,b)
2"x6" FULL OR 2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0^
26'-0"
26'-0"
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'-O"
26'-0"
5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A)
25
W 0 SIMPSON STRONG -BOLT 2
ss AT ae• D.C. (alb)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
2O
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
C Rbc G -BOLT 2
S ATS36 SD C.ON STRONG-BOLT
2"x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
40
y2' 0 SIMPSDN STRONG -BOLT 2
SS AT 36' D.C. (a,b)
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'4"
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)
11'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B)
(B)
(B)
50
yz• 0 SIMPSON STRONG -BOLT 2
SS AT 24' D.C. cn,b)
2"x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
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)
2.55
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
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
INT❑ 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,
c. WHERE ROOF PANEL RAIL
OCCURS, USE Y2' DIAMETER
LAG SCREW IN LIEU OF (2)
I/4• DIAMETER LAG SCREWS.
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
3O
2"x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) 3'4 DIAMETER LAG SCEWS
(D) - DIAMETER LAG SCREW
CE) - �'4 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.
a=
2"x8" FULL OR
2"x10".NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
Do WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m - (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)
40
2" x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
�� 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
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)
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)
50
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)
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)
(D) (E) (E) (E) (E) (E) (E)
2"x8" FULL OR
2"x10" NOTCHED
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) I (E) (E) I (E) (E) (E) (E)
Ll 2 cr)
ti
W
coOO
W AMLLI M
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W Q�x
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u)
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W
M
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2
S5885
1
OF Cp,1.\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MAPA DATE DESCRPNON
4 STEL JOB N 15.1071-1
DATE YY2015
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
CONNECTION DETAILS
SH -8
8 OF 50 SHEETS
�-
1�
'—
A e B o L; o
ALUM. 3004-H36
-_1.50
FASTENERS
SHEET 8
SEE TABLE 3
U o t o F o
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS,
4� 2.740 SEE TABLE 3, SHEET 4
FASTENERS, 078
SEE TABLE 3 SHEET 8 300'
63 "
25'R .05
FASTENERS,
SEE SHEET 4
.20 5"
J
Q CONTINUOUS A- RAIL
ROOF PANEL ?i (WHERE OCCURS)
L T.oUUALUM.ALLOY
� SEE SHEET 4
x.75" ALUM.ALLOY 6063-T6
6063-T6
O ROLL FORMED O EXTRUDED HANGER/ CONNECTION
HANGER
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3) i2"0 LAG SCREWS 1 1/2" 10# L.L.=(2)#14 SMS EA. SIDE
20#•25#,30# L.L=(3)#14 SMS EA. SIDE
#14 SDS, 40#•50# L.L=(4)#14 SMS EA. SIDE
/ 13 PER SIDE .
j(ifiE)STUCCO
1'
U)
F' 3"x8" ALUM.
fnX1, HEADER
W 3"x8" ALUM.
RAFTER
PENETRATION BRACKET
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE
PENETRATION INTO EXISTING CORNER STUD.
HEADER BRACKET
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2"
BOLT CONNECTIO
D
-AM
3"x 3"STL.POST (24')
INSERT ATTACHED OR
M3"STL.POST COLUMN
R FREESTANDING —
DOUBLE RAFTER -
PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
4.5'0116*
ALTERNATE:
(2}2x6.5" OR
(2)-3"x8"HEADER
(2}1/2 -BOLT
2"x 6.5" SIDEPLATE
11 DBL. RAFTER / DBL. HEADER CONN.4O
- 3/4" OR 1 1/2"
-f 2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM.
RAFTER
3/4" OR 1 1/2"
U -BRACKET
EXISTING WOOD STUD FRAMING
(E) STUCCO
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L =10 psf
2 EACH 1/2"0 x 3-1/2" LAG SCREWS L.L =20, 25 and 30 psf
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
RAFTER TO STUD WALL CONNECTION
#8 S.M.S. EACH SIDE
� LATTICE 1 1/2" OR 2"
STUB COLUMN TO DOUBLE HEADER CONN. O5
T=.060" —J
FASTENERS
SEE TABLE 3 SHEET 8
— FASTENERS,
1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY
6063-T6
OC I.R. HANGER
T= ---- - -
ALUM.ALLOY
6063-T6
"H" BRACKET
/BEAM SPLICE TO
EXISTING
SHEATHING
2"x6.5" OR 3"x8" RAFTER
POST. NOT PERMITTED PLUG WHERE
6 SCREWS
I @ 2 -POST UNITS SCREW IS INSIDE
ALTERNATE: 1/2" BOLT
I
,5^ #14 SMS MAY
o
BE USE AS
F-
ALTERNATE:
FASTNS, SEE TABLE 3,
\
.5" ALTERNATE TO
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
1/4"0 BOLTS
(4 -TOTAL)
—
.5"
ALTERNATE:
(2} 2x6.5" OR (2}3"x8" HEADER
ALTERNATE:
3"x3"x0.024"
(1) - 1/2" BOLT OR
CONNECTOR
(2)- #14 S.M.S. EACH RAFTER
5 -
"
STUB COLUMN TO DOUBLE HEADER CONN. O5
T=.060" —J
FASTENERS
SEE TABLE 3 SHEET 8
— FASTENERS,
1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY
6063-T6
OC I.R. HANGER
T= ---- - -
ALUM.ALLOY
6063-T6
"H" BRACKET
i 14PIPMUlf--Al
EXISTING
1" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
DHL. 3'x8'x0.042 BEAM
OR DHL. 2'x6.5'x0.032'/0.042'
BEAM I
EXIST. STUCCO / LEDGER O DOUBLE HEADER'
ATTACHMENT DETAIL COLUMN DETAIL
5/8' 0 ACCESS
HOLES
INSTALL 6 - #14
X :'4'
LONG SDS 2 EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
2
��
6-
c,Nao
M
ZO V
w ¢w>5
I� W
. wi
WLu ch
M
M
U
co
M
U) c3irn
FESS Ipygl
X-4
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S5.8.5
1
OF CAl�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
NARK DOTE DESWUPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
/BEAM SPLICE TO
EXISTING
SHEATHING
,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
6 SCREWS
I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE
I
,5^ #14 SMS MAY
o
BE USE AS
F-
FASTNS, SEE TABLE 3,
\
.5" ALTERNATE TO
1/4"0 BOLTS
.5"
8" BEAM
5 -
"
El
TNOTES,
S6
F
1/2"SIDEPLATE EA.
SIDE SEE POST SCHED.
#14 SMTOP,
M.
AND BOTTOM.
POST BETWEEN SIDE PLATES
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
BEAM TO POST CONNECTION 8
i 14PIPMUlf--Al
EXISTING
1" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
DHL. 3'x8'x0.042 BEAM
OR DHL. 2'x6.5'x0.032'/0.042'
BEAM I
EXIST. STUCCO / LEDGER O DOUBLE HEADER'
ATTACHMENT DETAIL COLUMN DETAIL
5/8' 0 ACCESS
HOLES
INSTALL 6 - #14
X :'4'
LONG SDS 2 EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
2
��
6-
c,Nao
M
ZO V
w ¢w>5
I� W
. wi
WLu ch
M
M
U
co
M
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FESS Ipygl
X-4
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S5.8.5
1
OF CAl�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
NARK DOTE DESWUPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
ALUMINUM MEMBER WITH
EXISTING
SHEATHING
WOOD FILL OR
NOMINAL LEDGER
J
(NEW OR EXISTING)
SEE NOTE, DETAIL B,
SHEET 8
o
F-
FASTNS, SEE TABLE 3,
\
SHEET 8
i 14PIPMUlf--Al
EXISTING
1" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
DHL. 3'x8'x0.042 BEAM
OR DHL. 2'x6.5'x0.032'/0.042'
BEAM I
EXIST. STUCCO / LEDGER O DOUBLE HEADER'
ATTACHMENT DETAIL COLUMN DETAIL
5/8' 0 ACCESS
HOLES
INSTALL 6 - #14
X :'4'
LONG SDS 2 EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
2
��
6-
c,Nao
M
ZO V
w ¢w>5
I� W
. wi
WLu ch
M
M
U
co
M
U) c3irn
FESS Ipygl
X-4
o
S5.8.5
1
OF CAl�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
NARK DOTE DESWUPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
I
0
2
0
3
0
4
0
5
6
0
7
O
8
A o y o G o D o
POST
0
1
1
s
1
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
TABLEII TABLE 2
ATTACHED ONLY ATTACHED AND
T BRACKET @ 3 -SQ. POST ' FOOTING & ANCHOR BOLTS FREESTANDING
W/ (4"14 SMS EA. SIDE OF POST ALTERNATE FTG.
OR 1/2" M.B. THROUGH POST ALUM.TBRACKET USE WITH
POST POST TYPE B,C,D, OR E. FOOTING SIZE SINGLE POSTS EMBED.CUBE SIZE SO.18' DEEP ' CUBE FTG.
BOLTS18' 18' SQ. 12"
STEEL.T BRACKET OR 9" SQ.
BASE PLATE USE WITH1r-2r 3re"9 CUBED (1) (2} 17/8' 20" 21' SQ. 12"
POST TYPE B,C,D,E,F,G,H,J OR K.
(2)-3/8'0 STRONG -BOLT 2 SS
EA. BRACKET TO SLAB.
9 1/2" MINIMUM DISTANCE TO
EDGE OF SLAB.
33" MINIMUM DISTANCE FROM
SLAB CRACK TO COLUMN.
(1%" MIN. EMBEDMENT)
'
SLAB SHALL BE IN
GOOD CONDITION
FOR SIZE
31/2" MIN. SEE FOOTING
IN BEAM SPAN TABLE
EXISTING SLAB
7 ATTACHED COVERS ONLY O
SEE TABLE 1
4
•a
DE TH A ;
a POURED CONCRETE
FOOTING SEE TABLES
QUARE
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
23.8 24• CUBED (1)
(2}12"9
31/4•
22• 25' SO.
16"
24' 28" SQ.
20"
25'- 30- CUBED (2)
(4}12.9
31/4"
26' 32' SQ.
23"
31• - 34" CUBED (2)
(4}5/8.9
4'
28' 35' SQ.
25'
30" 39' SO.
28'
35- - 39' CUBED (2)
(4)-W4.9
4 314"
32" 43' SQ.
30"
34' 47" SQ.
32'
40 -ar CUBED (z)
(4}31a 9
431<'
$6• 51" SO.
34'
NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
MAY
1) MUSE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASEPLATE.
38" 55" SQ.
37"
40" 60" SQ.
39"
42" 64' SQ.
41'
�• 69* SO.
43-
•CUBE FOOTING Wl 312•SIAB
OF POST
Z
POURED ---/SQUARE,
ALUM. ALLOY 3.00" OR
6063-T6 �" 2.40"—
,0' � 1.375"
0 0 X7511
1.60"
1.5 .090" TYP.
INSTALL 1y" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM "T" BRACKET n
q 7/16"0 HOI
FOR 3/8"N
ASTM A500 GRADE B
INSTALL 1Y2" x 1y" x y" HDG
WASHER PLATE AT ANCHORS
157"--
TYP__
USE FOR 3" OR 4"
STEEL POSTS
6 2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
STEEL POST ONLY:
USE POST TYPE
F, G. H. 1.JORK
1/2 DEPTH OF
INSERT TO
2 FLANGES
BASE PLATE 3/16-
FOOTING OR
_
POST
12" MIN. EMBD.
I I
TO 3"WIDE EA.
9" SQ. X 5/8" THK.
SIDE OF FLANGES
THK. BASE PLATE
FOR 3" POST,
w
4" WIDE FOR 4" POST
ori
1-7/16"0 HOLE
J
m
& 2-3/8" HOLES
I
TYP. EA. SIDE
LL F
ALTERNATE FREESTANDING
W Z
'
F
(1)-1/2"OM.B.
x9" LONG, 1"
FROM END
W
OF POST
Z
POURED ---/SQUARE,
SEE FTG.
CONCRETE
SCHEDULE IN BEAM
FOOTING
SPAN TABLES
POST
EMBED.
O9SQUARE
INTO FOOTING
(3}3/4"0 B
FOR POST TYPE F, G, H, I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
3" OR 4" SQ.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
2cn
W 04
cV
M
Z U
W J Lu
Q�
mow"- .
LLI W M
o U a'
�Co
Qc00
FESS I(�
S5885
- 1
OF CAL\FO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
mmm DATE DMRFn0N
4 STEL JOB q 15-1071-1
DATE 3=15
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
INSERT TO
2 FLANGES
BASE PLATE 3/16-
2 1/8" APART
_
POST
BASE FLARES
INSERT
TO 3"WIDE EA.
9" SQ. X 5/8" THK.
SIDE OF FLANGES
THK. BASE PLATE
FOR 3" POST,
(ASTM A500 GRADE B STEEL)
4" WIDE FOR 4" POST
1 Y" 6Y2" 1 A.
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
WELDED STEEL BASE PLATE Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
2cn
W 04
cV
M
Z U
W J Lu
Q�
mow"- .
LLI W M
o U a'
�Co
Qc00
FESS I(�
S5885
- 1
OF CAL\FO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
mmm DATE DMRFn0N
4 STEL JOB q 15-1071-1
DATE 3=15
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
A c B u C a D C E C F e
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
F_ 3
2"X6.5"X0.032" SIDE PLATES
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 j
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
Q=
m
2"X6.5"X0.042" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. BI
EXP. C EXP, B
EXP. C EXP. B
EXP. C
5'
2
2 2
2 2
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'
1 3
4 4
5 5
5
13'
1 4
5 4
6 5
7
:1■
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
7■
"I■
/BEAM SPLICE TO
Y OCCUR DIRECTLY OVER 5/8"0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE 1
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROLL -FORMED OR
INSULATED ROOF PANEL
'ERL❑CKING SEAMS, TYP.--N,,,
c,
exnR 1sv r
,e X14' j
HI
F
(E) STRUCTURE
5" #14 SMS MAY
BE USE AS
LUIAN
1 13"x
3.5"
3.5" ALTERNATE TO
5"x0
042"
SIDE
PLATES.
1/4"0 BOLTS
3.5"
3.5"
1SEE
8" BEAM
�II
.5"
il ORD
I
SEE NOTES
LU
N 2
[ PE
SPAN
T
BELOW
1 I
6 1/2" SIDEPLATE EA.
I SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
WSCI. POST BETWEEN SIDE PLATES
POST SCHEDULE
1-13"
SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2y2" x 6 1/2" x 0.042"
W/ (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
'ERL❑CKING SEAMS, TYP.--N,,,
c,
exnR 1sv r
,e X14' j
HI
F
(E) STRUCTURE
ROOF PLAN
FASTENERS,
.ET 4
BOLL -FORMED #14 SMS E 32. O,C. MAX.
7R IRP (4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
SEE SHEET 4
OROOF HANGER
#14 SMS E 32' O.C.
4 MIN. PER EF
ALUMINUM S.____
TOP 8 BUTT. 0.024'
'ION, P
�20ROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
Ll
(t! (D p0
W �Nco
0
w ¢�
u�w�
WW M
o UM
rn
�Z0000
�Q M
FESS Ic}yyt
�.X4'`
S588.5.
1
OF CA \,i
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MART( DATE DESCRInON
4 STEL JOB # 151071-1
DATE 3132015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
1 1 OF 50 SHEETS
CL
LUIAN
1 13"x
"x0.032"
/ (2) 2"x6
5"x0
042"
SIDE
PLATES.
1SEE
AN
�II
C
LU
N 2
[ PE
SPAN
T
BLES
:
PROJEC
S
O
ROOF PANEL ATTACHMENT
LENGTH L
ROOF PLAN
FASTENERS,
.ET 4
BOLL -FORMED #14 SMS E 32. O,C. MAX.
7R IRP (4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
SEE SHEET 4
OROOF HANGER
#14 SMS E 32' O.C.
4 MIN. PER EF
ALUMINUM S.____
TOP 8 BUTT. 0.024'
'ION, P
�20ROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
Ll
(t! (D p0
W �Nco
0
w ¢�
u�w�
WW M
o UM
rn
�Z0000
�Q M
FESS Ic}yyt
�.X4'`
S588.5.
1
OF CA \,i
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MART( DATE DESCRInON
4 STEL JOB # 151071-1
DATE 3132015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
1 1 OF 50 SHEETS
0
4
e
5
e
6
A o B o C o
BEAM TO P
SPLICE DETAILS 11
SIMPLE SPLICE
U o t r' o G o H o
ST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
BEAM TO POST DETAILS 12 BEAM TO POST DETAILS
FULL MOMENT
#12 S.M.S. 11
6aB" (24 TOT TYP. THICKNS =.035"
a
++ ++ii++ ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 30D4 -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 07 EXTRUDED FASCIAS I I -BEAM ALUM ALLOY -
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPUCE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE
3" STL. C -BEAM
TOTAL=(8)-12"0 BOLTS
SCL POST
1.00'
o 0 O o
SPLICE WHERE4" 2. 0'
OCCURS .070"
(2#10 S.M.S.@ EA
VALLEY. TYP.
— NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 5/B" 0
THRU-BOLTS @ 4 -REAM,
AND (3) - 5/8- 0 THRU BOLTS
` @ T I -BEAMS
n'P 0 0 H - BRACKET TO POST
ALUM. ALLOY3" x B" x .042" BEAM,
6063-T6 16' 1' 3" SQ. STEEL OR
4" I -BEAM 31-0 __
MAG BEAM.
MOMENT CSPUCE FT-
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
4 - ------- I
I I
SPLICE WH
OCCU
ALUM.ALLOY
6063-T6
7"I -BEAM
1 Y2" SQ. OR 2" LATTICE TUBE
D
ALUM. ALLOY 3105-1-125
� .28"L. H2'r~ 1.50"
2n
} -.018"
D
.3m
MOMENTCSPLICE
2"x3" LATTICE TUBE
ALUM. ALLOY 3105-1-125
28" 3MM 2..
018�-
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT: 24
L3"X 3" ALUM. OR
STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
#8 x 2 "SMS, 21/2"
1 1/2' SO., 2" SO.,
OR 2•x3" LATTICE
@ 3.O.C. MIN.
" TO 6"O.C. MAX.
ALTERNATE: 0. OTA BOLT W/ WASHERCH
EA.E . SIDE OF 3• SO. POST
Lain
+ 1. 10" .7 1 O 1
+� I
— — 3* SO. POST
2-W
4.114 x 1R• S.ALS. EACH SIDE OF 3'
SO. POST WTOTAL
ALTERNATE' 114.0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
FLRTER FASCIA
3.00' 3" SO. POST MAG BEAM
OR 2 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'-W
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12-#14 SDS
FASTENER SPACING = 3/4'
3TENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
.� OPTIONAL LATTICE TUBES
#14 x 12" S.M.S. TOP
& BOTT. (2}TOT.
ROOF PANEL
0
o o
'v rL FASTENER 612"
0o
GROUP
ROLLFORMED OR
00
EXTRUDED GUTTER
ALUM. BRACKET X
#14 S.M.S. @12"O.C.
FASCIA
6 12'x2') 024 T
1•
"L• SEE TABLE
RAFTER
"U" BRACKET - RAFTER TO BEAM
3.125" FOR 3 x RAFTER
2.125" FOR 2 x RAFTER
t = .040" @ 6063-T6
1 112"
(s) - #14x Ka TEK SCREWS
BRACKET TO RAFTER,
::�
1/2' MIN.
(6) - #14x V4" TEK SCREWS
BRACKET TO BEAM
2 M
ti
Q' ti M
WN o
Z 'w�M
ZO U rn
w a��
uC/)wLIJ �
W 2 M
W M
oU(7.
Z 00
�Q of
Esse
S5 85
OF CALF
03-03-15
DURALUM
IAPMO.0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK I DATE DESOWTI xi
4 STEL JOB d 15-1071-1
DATE 3IJ12015
DRAWN BY MAP
CHECKED DKR
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
12 OF 50 SHEETS
. 0
2
0
3
0
4
0
5
0
6
0
7
0
8
A tl V V O C o r V A 1 J
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS
TRIBUTARY WIDTH TABLE
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
PROJECTION
O.H.
CLEAR SPAN
TRIBUTARY TRIBUTARY= h
I WIDTH 112 SPAN + O.H.
'' • NOTE: TRIBUTARY ON MULTIPLE SPANS IS
•`•' ' EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
21 FAN BEAM FAN BEAM
J
J
� HEADER �
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs. )
W
T
FAN BEAM
ALUM. ALLOY 6063-T6
i #14 x 3 112" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
`--- #12 S.D.S. SCREW
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
2cn
CV ti
co
w cccio
Z cmO
Z 6
V � W LL.
W w co
M
M
M
U rn
Z co
C'7
co 6
rn
�FES81(
S5885
1
OF CALF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRRTIDN
4 STEL JOB # 15.1071-1
DATE Y312015
DRAWN BY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
CLEAR SPAN (FT.)
O.H.
6 7
8
9
10
11 12 13
14
15
f6
17
18
19
20
21
0
3 4
4
5
5
6 6 7
7
8
8
9
9
10
10
11
1'
4 5
5
6
6
7 7 8
8
9
9
10
10
11
11
12
2'
5 6
6
7
7
8 8 9
9
10
10
11
11
12
12
NP
3'
- 7
7
8
8
9 9 10
10
11
11
12
12
NP
NP
NP
4'
- -
-9
9
10 10 11
11
12
12
NP
NP
NP
NP
NP
5'
- -
-
-
-
11 11 12
12
NP
NP
NP
NP
NP
NP
NP
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
PROJECTION
O.H.
CLEAR SPAN
TRIBUTARY TRIBUTARY= h
I WIDTH 112 SPAN + O.H.
'' • NOTE: TRIBUTARY ON MULTIPLE SPANS IS
•`•' ' EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
21 FAN BEAM FAN BEAM
J
J
� HEADER �
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs. )
W
T
FAN BEAM
ALUM. ALLOY 6063-T6
i #14 x 3 112" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
`--- #12 S.D.S. SCREW
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
2cn
CV ti
co
w cccio
Z cmO
Z 6
V � W LL.
W w co
M
M
M
U rn
Z co
C'7
co 6
rn
�FES81(
S5885
1
OF CALF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRRTIDN
4 STEL JOB # 15.1071-1
DATE Y312015
DRAWN BY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
ATTACHED &
10 PSF LIVE
FREESTANDING SOLID COVERS
LOAD - 110,120,130 MPH - EXP. B & C
1.52'
GUTTER
A 6.5" ROLLFORM
:66�
1. 9'
6. ' 2. 7'
0.73'
SPLICE
WHERE
Occ I I
I II
SPACE
OCCURS
4. '
0.070'
em Cup
SPLICE
OCCURS
4• '
0.065'
T=12 GA.
ASTM A653SS
GRADE 50 G60 3 '
•032'
=
nn
Ly
O
MAX.COL.
SPACING
ON SLAB
(2),(3)
}
�x
r o
� _
T 3
ATTACHED SOLID
FREESTANDING SOLID
}
¢x
o
m
F
MAX POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING )
(IN.
(SPAN) (1)
MIN.
POST
TYPE
13'-7"
5'
11'-9" 18
11'-9" 20
B
11'-9" 26
11'-4" 28
G
5'
11'-4"
6'
10'-9" 18
10'-9" 21
B
10'-9" 26
10'-4" 27
G
038'
2. 8'
0,075' II 3' '
TYP. 1 1
L-ee �
TYP.
2. 4' TYP.
---------
ALUM.
I
�3.0' --I
r
r
c
6'
9'-s"
7
10'-0" 11992-11
10'-0"
B
10'-0" 26
9'-8" 27
G
7'
93'
6.5" ROLLFORM
A ALUM. ALLOY
6063-T6
3.0'
MAG BEAM
B ALUM. ALLOY
6063-T6
3.0'
4" 1 -BEAM
C' ALUM. ALLOY
6063-76
AO'
4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
J
'�//'��
v/
LL
Cn
�
8'-6"
8'
g' 4^ 19
9'-4 22
B
9'-4" 26
9'-1" 26
G
8'
7'_]"
9'
8'-10" 20
8'-10" 22
v
B
8'-10" 27
8'-7" 26
G
9'
I
6'-s"
10'
8'-6" 20
8'-6" 23
B
8'-6" 27
8'-1" 27
G
10'
6'-2"
11'
8'-1" 21
23
C
8'-1" 27
7'-9" 28
G
11'
5'-8"
12,
7'-8" 21
7' 6 24
C
7'-8" 28
7' 6" 28
G
12'
SPLICEWHERE ALUM.
ALUM.
OCCURS ALLOY
6063.76
rT-0.125"
6.6 6' 7. ' 8,
6• 6,
0,110' .042' ,032' 0,042'
TYP, TYP, TYP. TYP.
^^
.L.
MAX.COL.
SPACING
ON SLAB
2).(3)
o
�-
m
F
ATTACHED SOLID
FREESTANDING SOLID
s
I' -o
2
POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
1,75' F-,2,0'�MAX.O'- I �.0'�MAX.O'- I 13.0'-I
O
13 -7„
5,
11'-9 ; -7" 1 21
B
11'- 0'-10" 229
G
5
0'
7" I -BEAM I DBL. 2"x6.5"x0.042" J DBL. 2"x6.5"x0.032" K 3"x8"x0.042" BEAM
N
r
11'-4"
s
10'-9" 19
10'-7" 22
B
10'-9" 27
10'-0" 28
G
6'
ALUM. ALLOY ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
6063-T6 OR EQUAL OR EQUAL OR EQUAL
9'-8"
,
%
10'-0" 20
g _10' 22
p
p
10'-0" 27
g•-3" 28
G
,
7
8'-6"
8'
9'-4" 20
9'-2" 23
B
9'-4" 26
8' 8" 27
G
8'
%1 W/ (1) "C" INSERT
ALUM. ALLOY
J
5.
6063-T6
H W/ 2 "C" INSERTS OR
ALUM. ALLOY A.
6063-T6 �1G20R
NOTE: B4O• 7.8 5' Asn" oesD
WHERE 'C' SPLICE OCCURS AS SHOWN IN _ FF
GRADE 50 B' ,
(n
CD
O
7,-7„
9'
8'-10" 21
8'-8" 23
B
8'-10" 27
8'-2" 28
G
9
6'-9"
10'
8'-6" 21
8'-3" 24
B
8'-6" 27
T-9" 28
10
6'-2'
l
11
8'-1" 21
]'-10 24
B
8'-1" 27
]'-6" 29
G
,
11
SPAN TABLES, IT SHALL BE INSTALLED THE U,042'
FULL LENGTH OF THE 7"I -BEAM. TYP, Gso '042'
TYP,
:
5'-8'
12'
7'-8" 22
7'-7" 25
C
7'$" 28
7'-2" 30
G
12'
625'
- 7-3.0'-I 875' {-3.0'�4.0'�3.0'-I
MAX, MAX.
DBL. 3"x8"x0.042" BEAM 3"x8"4.042" BEAM DBL. 3"x8"x0.042" BEAM
%1 W/ 14 A. STL. INSERT W/ DBL. 14 GA. STL. INSERT
=
SPACINGMAX.COL
SPACING
ON SLAB
(2), (3)
ax
o
52�
r
ATTACHED SOLID
FREESTANDING SOLID
}
x
r r
o
!2
cc
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
L ALUM. ALLOY 3004H36 Iv1 ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60
OR EQUAL
O
13'-7"
5'
11'-9" 20
11'_2" 22
B
11'-7" 29
10'-6" 30
G
5'
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
FOOTNOTE: "SAMPLE" N W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT__
FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60
EXPOSURE B
FIGURE INDICATES NOTE: WHERE 12 AND 14 GA STEEL INSERTS
EXPOSURE C OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
M
r
i
J
11-4"
6
10'-9" 20
10'-2" 23
B
10'-7" 28
9'-7" 30
G
6'
s'-8"
7'
10'-0" 21
9'-6" 23
B
9'-9" 28
8'-10' 29
G
7'
11
s -6
8'
9'�" 21
8'-10" 24
,
p
L7
9'-2" 27
8'-3" 29
�-+
G
$,
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3•xB" BEAM. THE FULL LENGTH OF THE 3•xB' BEAM.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-O" WIDE BY THE
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN
WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf.
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
v/
UJ
O
] -]
9,
8'-10" 22
8'-4" 24
B
8'-8" 27
7'-10' 29
G
9'
6'-9"
10
8'-6" 22
$'_0" 25
B
8'-3" 28
7'-6" 30
G
,
10'
6'-2"
11'
8'-1" 23
7'-7" 25
B
C
7'-10" 29
T-2" 31
G
11'
12 '
7'-8 23
7'-1" 25
7'-7" 29
6'-9" 31
G
12'
OCCURAT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET47 FOR 91/4" MINIMUM.
MAXIMUM COLUMN SPACING ON EXISITNG SLAB.
!"5'-$„
0
W
2 w °' c'
0
w a��
u U) W
LLI cn
W �W cr)
M
M
U rn
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01
Q�FESS ICIO!
o $5885
1
OF CA1-\E�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCNPUON
4 STEL JOB k 15-1071-1
DATE 31371015
DRAWNBY MAP
CHECKED DKR
BEAM TYPES FOR
ATTACHED &
FREESTANDING
SOLID COVERS
SH - 14
14 OF 50 SHEETS
I
0
2
o
3
0
4
0
s
C14 r-
A o B o C o D o E 0 F o G o H o 1 o Jof
e
s
0
7
0
8
ATTACHED FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
B MAG BEAM
C 4" I -BEAM
D 4.5" MAG GUTTER
3" SO. ALUM. W/ 12 GA.
E STL."U" CHANNEL
7" I -BEAM
F
ATTACHEDSOLID
FREESTANDINGSOLID
ATTACHED SOL/D
FREESTAND/NG SOL/D
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D FREESTANDINGSOLID
ATTACHEDSOLID
FREESTAND/NG SOLID
}
MAX.COL.
SPACING
�0
1=
> p
MAx•POST FfG.
MIN.
MAx.POST
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.
^=
L.L
ON SLAB
m
SPACING (IN.)
POST
SPACING
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
(2) (g)
(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
(SPAN) (�)
TYPE
13'-7„
5,
10'�
119
g
g'-6"'
k25
13'-7�'3 121
g
12'-4"
228
G
13' 13'-3" 121
B
12'-11'-9" 228
G
13'x"2
120 B 12'-11
228
G
23'
225
E
21'- 20,-8" 333
G
5'
O
0'-4"
2"
G
_3" =10'
23'x"
69'-9"20B8'-8"
9'-9" 18
8'-10"
12'-9" 19
11'-8" 26
19
B11'
11'6" 26
12'-7" 1926
22'-0" 2320'-0"30,
11'-4"
26G12'
-9"22B11'
-0"28G12'-2"
21
-2"28G11'
-321B11'-0" 28G22'-0"26E19'-6"32G6�9,_8"7,9'-3"9,-3"121B8'-68-3"226G12'2'2-2"223B11-�0'-9"227G1,11'-3"222B10'-�0�-7"227Cj12'-00�"221B100-2"227G20'-10=10227E
19'-0"-7"332G7�
[12'-2"
8'-6"
$'
8'-10"19g8'2"
25G11'-8"
2110'7"
C
27
G
0'-7" 20
B
10' 4" 27
G
11'-6" 21 C 10'-6" 27
G
20'-1" 25
E
18'-2" 31
G
$,
8'-10" 21
'-10" 25
11'-8" 23
10'-4" 27
10'-7" 23
10'-2" 27
9'-9" 22 B 9'-7" 27
20'-1" 28
17'-9" 31
-
7-7 „
,
9
8'-7" 19
B
7'-9" 26
G
11'-1" 21
C
10'-2" 28
G
10'-0" 20
B
10' 0" 27
G
11'-0" 21 C 10'-1" 28
G
19'-2" 25
E
17'-6" 32
G
91
�
8'-7" 22
7'-7" 26
11'-1" 24
10'-0" 27
10'-0" 23
9'-7" 27
9'-2" 22 B 9'-0" 27
19'-2" 28
17'-1" 32
6'-9"
10'
8 -3'g'-3" 222
g
7'-7
227
G
10'-610
224
C
9'-109
228
G
9'-6"9
223
C
9'-6 9
228
G
10' 4 8 9'-9 8
223 C 227
G
18'-18,-3" 229
E
6'-106, 332
H
10'
7, 4"
6"
-7"
6"
-2"
-9" B -7"
6"
�
6'-2
11
8'-0" 20
B
7'-4" 27
G
10'-0" 22
�'
9'-7-9, 29
C7'
9'-1" 21
C
9' 1" 28
G
9'-10" 22 9'-6" 29
C
G
17'-4" 26
E
16'-4" 33
H
11'
O
8'-0" 23
7'-2" 28
10'-0" 25
-3" 28
9'-1" 24
8'-9" 28
8'�" 23 8'-2" 28
17'-4" 29
16'-0" 33
r
5'-8"
12'
21
C
7'-2" 27
G
9'-7" 22
E
9'-3" 29
G
8'-8" 21
C
8'-8" 29
G
9'-6" 22 C 9'-2" 29
G
16'-8" 27
E
16'-0" 34
H
,
12
1
23
7'-0" 28
25
29
8'-8" 24
8'�" 28
-10" 28
16'-8" 30
15'-7" 33
�
ATTACHED SOLID
FREESTANDINGSOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
>clq -
MAx•FOST 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.
SPACING
�o
j
^=
L L
ON SLAB
m3
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
(2)• (g)
�
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE (SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
13'-7"
5'
10'x" 18
B
9'-6" 26
G
13'-7" 19
B
12'x" 28
G
13'-3" 19
B
12'-2" 28
G
13' 4" 19 B 12'-2" 28
G
23'-4" 23
E
21'-3" 33 G
5,
O
10'-3" 20
9'-0" 28
13'-4" 22
11'-8" 30
13'-1" 22
11'-6" 30
11'-2 21 11'-0 29
23'-1" 27
20'-1" 34 H
9'-9"9,-8" 121
8�-108,-0„ 227
12'-9"2
223
11'-8"1
229
12'
11'-60'-10' 229
12'-610,-3" 222 B 11'-610-0 228
G
22'
228
E
20'-0'9-0" 334 G
6,
r
11'-4"
6,
B
C7
-8"
B
=1"
G
12'-0"
G
21'-9"
F-(
�
g,_8"
7'-.
9'-3" 1
B
8'-6"
'-0 8'-1
G
12'-2'2 224
B
11'-10-6" 22g
(j
11'- 11'-1"
10'- �
229
C7
11'-79'-6" 222 g 11'-09'-3" 228
G
20'-1 0
229
E
19'-0"8,-0" 333 G
7,
9'-2" 22
27
-0"
0,-3"
$"
H
J
8'-6"
$'
8'-10" 20
g
8'-2" 25
11'-8" 22
C
10'-7" 27
G
10'-7"
t2l
10'-4" 27G10'
-121B10'-6" 27G20'
-1"26E18'
-27_3"333H$,
8=9237827G11'-6"25101"2910'-4"9'9"288'-10232719'-9"„,
8'-7" 20
7'-9" 262210'2"
28
10'0"
10'-10'3"
G
22 C10'-1"28
G
19'-2" 2
E
17'-6"329'
H
�7-798'-6"23g7'-4"289'-8"
28
B 8'-2" 28
18'-9" 30
16'-7" 33
6'-9"
10,
8'-3°8,-2" 224
g
7'-7'7,-2" 228
C7
10'-6"0'-3" 226
C
9'-109'-4" 28 J
G
9'-6 9
225
C
9'-6"-,--
228
G
9 -8
9'-9"8'-0" 224 C 228
G
18'-3".
231
E
6'-106,_1" 332 H
10'
-3"
-9"
g 7'-9"
-10'
a
6'-2"
11
8'-0" 21
B
7'-4" 27
G
10'-0" 23
C
9'-7" 29
G
9'-1" 22
C
9' 1" 28
G
9'-3" 22 C 9'-3" 28
G
17'-4" 27
E
16'-4" 33
H
,
11
O
7'-9" 24
7'-0" 29
9'-9" 26
9'-1" 29
8'-10" 25
8'-4" 29
7'-6" 24 B 7'-6" 29
17'-1" 31
15'-7" 33
�
5'-8"
7'-7'7-6" 224
C
7'-2"6,-9" 230
G
9'-7"9,-4" 226
E
9'-3
230
G
8'-8"
225
C
8'-8-
-8
230
C7
8'-10".23 C
'-1 8'-107'-2" 230
G
16'-8'6'-4" 232
E
16'-0°5,-1" 333 H
12'
12,
8 _g"
8'-4"
8'-1"
6'-10" 4 B
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
MAX POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
MAX.COL.
SPACING
=)Q
j p
ON SLAB
m3
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
CING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POST
m 3
(2).(g)
�
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
PAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
�
13'-7"
5'
10'-4" 19
B
9'-3" 28
G
13'-7" 21
g
12'-2" 30
G
13'-3" 21
B
12'-0" 29
G
jlZ-6"20
B
12'-0" 29
G
23'-4" 25
E
20'-1 34 H
51
O
10'-0" 21
8'-8" 29
13'-1" 23
11'-4" 31
12'-7" 23
31
10'-3" 22
10'-1' 30
22'-6" 28
19'-7" 36 J
6,
9'-9'g,-6" 222
B
8'-98'-2" 228
C7
12'-9'2-4" 224
g
11'-60'-8" 230
�7
12'-11-6" 224
B
;0=7" 230
C7
222
B
11'-39'-2" 229
G
22'-21'-2" 229
E
19'-8"8
335 H
6,
g-4"
-4" I
�
9'-8"
7'
9'-3" 20
g
8'4" 27
G
12'-2" 22
B
10'-1 29
G
11'-3" 22
B
29
G
10'-7" 21
g
10'-7" 28
G
20'-1 27
E
18'-9'7-6" 335 H
7,
9'-0" 23
7'-9" 28
11' 8" 25
___C
10'-2" 30
10' 8" 24
30
8'-9" 23
8'-7" 29
20'-2" 30
I
J
8'-6"
$'
8'-10" 21
B
8'-0" 26
G
226
C
10'-69-9" 230
G
10'
225
B
229
C7
10' ,8'-2" 223
B
9'-18'-0" 228
G
20'-19,-2" 231
E
18'-0"6,-9" 334 H
$
8'-7" 24
7'-6" 28
1'0' -LL 0"
V0'-3
7 , „
�
9
8'-7" 22
g
7'-8" 27
G
23
V10'-60"
C
10'-1" 28
G
10'-0" 23
B
28
G
9'-4" 22
B
9'�" 28
G
19'-2" 28
E
17'-3" 32
H
,
9
-7
8'-3" 24
29
26
9' 4" 29
9'�" 25
C
29
7'-8" 24
29
18'-1" 31
16'-1" 34
6'-9"
10,
7'-6'7,-0" 230
C7
227
C
9'-89-1" 230
�7
9'-6"8
225
C
9'-38
230
G
8'-107'-0" 224
B
8'-10.-2" 230
G
16'
232
E
16'-8"5,-7" 334 H
10'
\7
6"
1"
17'-2"
H
6'-2
11
M._7
7'-3" 29
10'-0" 24
C
g'�" 29
9'-1" 24
18!::! 0" 29
8' 6" 23
C
8'-6" 29
17' 4" 29
16'-2" 33
,
6'-9" 31G9'-6"
27
E8'-9"
31G7'-9"25C7'-4"31G6'�"24B31G16'-4"33E33
I115'-8"12,
7 _1'6'-7" 231
G
9'-7"9'-1" 228
E
9'-2
231
225
8'-6 6 231
C7
2
C
B'- 1
8'-6"
ri
-9"
24
B
2 t`
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MIRK GATE DESC01ION
4 STEL JOB>s 151071-1
DATE 3!32015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -15
15 OF 50
X6'-7" 231
�7
16'-8�5,-9" 333
E
15'-8'4 333 H
12,
I
SHEETS
I
0
2
0
3
0
4
0
5
6
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7
0
B
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAM DATE DESCRPix)x
4 STEL JOB R 151071-1
DATE 313015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF Ll,
110-130 MPH
SH - 16
16 OF 50 SHEETS
ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
7" I -BEAM
G W/ 1) "C" INSERT
7" 1-BEAMDBL.
H W/ (2) "C" INSERTS
2"x6.5"x0.042"
�1�DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM
., OR K
}
ATTACHED
SOLID
FREESTAND/NG
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOL/D
FREESTANDING
SOLID
MAX.COL
SPACING
� _
o
j o
MAx•POST FTG.
MIN.
MAx.POST FTG. MIN. MAX.POST FTG.
MIN.
MAX.POST FTG. MIN. FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST MAX.POST FTG.
MIN.
MAX.POST MAX.POST FTG.
MIN.
^=^
ISL
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
nPOST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3"x8°
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3"x8°
(IN.)
POST
92
(2) (3)
F
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
2-x6.5"x0.032•
BEAM
1
O
TYPE
2'xs.5•x0.o32
BEAM
1
O
TYPE
F-
13'-7„
5,
26'- 26'-9"
226
E
24'
334
G
29'
227
E
26'-26-2"
335
H
16 -0"6
222
g
16'-0"5
230
Cj
13'-2I
13'-
121
B
13'-
13'-8"2,-7"
229
G
5
23'-8"
H
29' 6"
I
-0"
-3"
2'-7"
2'-10"
Z-3"
6'
25'-3"
24
E
23'-0"
31
G
27'-9"
25
E
25'-3"
32
G
14'-7"
20
B
14'-7"
28
G
12'-1"
12'-6"
19
12'-1"
12'-6"
27
G
6'
25'-3"
27
22'-4"
33
H
27'-9"
28
24'-7"
34
H
14'-7"
23
14'-0"
29
11'-6"
1'-9"
21
B
11'-2"
11'-6"
28
9,�„
7,
228
E
21'- 21
333
G
26'-4-26
229
E
24'-02' 3
3
i
13' 6
223
C
13'-6"3,-0"
229
G
11'-10-8"
11'-
222
B
11'-10'x"
11
227
G
7�
-- 24'-0"
-3"
H
-4"
3 -6"
0'-10"
10'-8"
J
8'-6"
8'
23'-0"
26
E
20'-1
32
fi
25'-3"
27
E
23'-0"
33
21
C
12'-8"
28
G
10'-6"
10'-1
20
B
10' 6"
10'-1
27
G
8,
23'-0"
29
20'-3"
32
25'-3"
30
22'x"
33-8"
24
12'-2"
28
10'-0"
10'-2"
22
9'-9"
10'-0"
27
Vi
-7 „
,
9
22'-1"
'"
27
E
20'-1"
33
H
24'-3"
27
E
22'-1"
34
22
C
12'-0"
29
G
9'-10"
10'-2"
21
C
9'-10"
10'-2"
277
96,_9„10,
30
19'-7"
33
24'-3"
31
21'-7"
34-0"
24
11'-6"
29
9'4"
9'-8"
23
B
9'-2"
9'-4"
27G
21 '"2
E
19'-48'-10
333
H
23'- 23
232
E
21
334-4"
112-82
225
(�
11' 0'-10"
229
�7
9 4
9 -29
223C
9'� 8
9'-2
227
C7
10'
6"
20'-9"
9-0"
-2"
9"
8' 6"
6,_2„11,20'-
20,$„
231
E
18'-98
334
I
22
E
20
3350"
225
E
10'-110'
329
G
9
8 -48,-4"
223C9
-0
-a
228
G5'-8"
-3"
22'-9"232
20'-2"
4"
8, 7"
8,�"8
7,$„
12'
20'-1"
28
E
18'-3"
35
'
22'-1"
29
E
20'-1"
36
23
E
10'-4"
30
G
8'-7"
T-8"
21
C
8'-7"
7'-8"
28G
20'-1"
32
17'-9"
35
22'-1"
33
19'-7"
35-4"
26
10'-0"
30
8'-2"
7'-8"
23
8'-0"
7'-1"
28
12'
}
ATTACHED
SOLID
I FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOL/D
}
MAX.COLa
SPACING
SPACING
� �
�o
j 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 MAX.POST FTG. MIN.
MAX.PO MAX.POST FTG.
MIN.
�1=�1
{y
ON SLAB
m
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
SPACING
(IN.)
POST
SPACING
G
SPACING
'OR
(IN.)
POST
m
(2)•(3)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
2x65'0032'
FOR 3"x8"
(1) TYPE
2"x65%0032
3"x
(1)
TYPE
13'-7„
5
26-9
228
E
24'-4"
336
H
29'-6"29'-2"
229
E
26'-25°-4"
336
I
16'-0'4,-10
222
B
16'-0'4,-7
331
G
13'-1"2
13'-8'1
221
B
13'-12.3
13'-8"1
230
G
5
C
3'_1„
1
K
_7
-8"
-6"
r6,
25'-34'-10'
229
E
23'-0"21'-9"
335
H
27
230
E
25'-23,-10
336
H
14-713'-8"
223
B
14'-;"T-4-
231
G
12, '„1
12'-60"
222
B
12'-1'1
12'-6"0,-6"
229
1
27'-6"
K
-6"
-2
G
6'
9,_8„
7'
24'-0"23'-8"
230
E
21'9"20,-8"
334
H
26'-4"26'-1"
231
E
24'- 22,-9"
335
H
13'-6"
223
C
13'-6'2'-4„
230
G
11'-1"0-8"
11'-70'-0"
223
B
11'-1'0_4"
11'-79'-8"
228
G
7'
I
I
J
8'-6"
8'
23'-0"
27
E
32
fi
25'-3"
28
E
23'-0"
33
H
12'-8"
21
C
12'-8"
28
G
10' 6"
10'-1
21
B
10'-6"
10'-1 "
27
G
8,
22'-8"
31
34
25'-0"
32
21'-9"
35
I
11'-10
24
11'-7"
30
10'-0"
9'-3"
23
9'-9"
9'-1"
28
7'-7"
9'
22'-1"
28
E
V1914"
33
H
24'-3"
29
E
22'-1"
34
H
12'-0"
22
C
12'-0"
29
G
9'-10"
10'-2"
22
C
9'-10"
10'-2"
28
G
9'
21'-9"
32
34
24'-0"
33
21'-0"
35
I
11'-2"
24
11'-0"
29
9'�"
8'-9"
23
B
9'-2"
8'-7"
28
10'
21'-4"
'"E
28
34
H
23'6"
29
E
21'-4"
35
11'-4"
22
C
11'-4"
29
G
9'-4"
9'-2"
22
C
9'-4"
9'-2"
286'-9'
G
10
33
I
23'-2"
33
20'-2"
34
10'-8"
25
10'x"
29
9'-0"
8'-4"
24
B
B'-9"
7'-9"
28
6,_2„
11,
20'-8"20'4"
233
E
18'-97
334
I
22'_9",-6"
334
E
20'-89
335
1
10 1-1
225
E
10'-
329
G
9'-0 8
8 -48'-0"
224
C
g -0 8
8
2z9
G
11'
C
-9"
-7
J
10'-2"
9'-10"
-7"
�"
7,_1 "
5'-8„
12,
20'-19'-10
334
E
18'-
334
22'
335
E
20'- ;"g
335
J
10'-4",-9"
226
E
10' 49
330
G
8 -78
7'-8"
224
C
18'-7"'
7'-8 6
230
G
7•-3"
21'-10
1„
-6"
-2"
8 -0"
-7"
12'
}
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING OLID
}
a
MAx.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.P"4.5'4.032i"
MAX.POST
FTG,
MIN.
MAx.POST
MAX.POST
FTG.
MIN.
=
SPACING
�_
5 0
ON SLAB
�O 3
SPACING
IN
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POSTSPAC
NG
FOR II G
(IN.)
POST
FORSPADBL.FOR
3Ix8°
CIN.)
POST
m 3
(2) (3)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(1)
TYPE
(1)
TYPE
BEAM
2x6.5 x0.032'
BEAM
13'-7„
5'
26'-25'-9"
229
E
24'-22
337
1
11
29
230
E
26'-4"24'
338
K
16'-013'-s"
224
B
15'- i"3,
332
G
13'-10
222
B
13'-12
13'-0°0,-7"
229
G
5'
G
4'
K
28'-6"
8"
4"
-9"
-3"
r11,-4„
6,
25'-3 4
230
E
22'- 21
337
1
27
231
E
24'- 23,-T'
337
1
14
224
B
14'-12'-3"
332
G
12,_ 1„1
12'-0°
223
B
12,_ 1„1
1 -1 2,�„
228
G
6'
-3"
-1"
K
26'-9"
K
12'-7"
-6"
10"
2"
9'-8"
7'
24'-02"3-1"
231
E
21'-6"
34
H
26'-4"
29
E
23'-B"
35
I
13'-6"
23
C11'-4"
2"
30
G
11'-2"
11'-1"
22
11'-2"
11'-1"
27
G
7'
20'-1"
36
K
25'-6"
32
22'-1"
37
K
11' 8"
25
31
10'-8"
9'-2"
23
B
10'-4"
9'-0"
27
8'-6"
8
23'-0"
29
E
20'-7"
34
H
25'-3"
30
E
22'-8"
35
1
12'-8"
24
C10'-8"
[12'-4"
30
G
10'-6"
10'-4"
22
B
10'-6"
10'-4"
27
8'
22-1"
32
19'-2"
36
I
24'-4"
33
21'-2"
37
K
10'-10
26
30
10'-0"
8'-7"
24
9'-9"
8' 4"
27G
7-7"
9'
22'-1"
'"ILL
29
E
19'-9"
34
H
24'-3"
30
E
21'-9"
34
I
12'-0"
24
C10'-1"
8"
29
G
9'-10"
9'-9"
23
C
9'-10"
9'-8"
227
G
9'
33
18' 6"
35
I
23'-6"
34
20'x"
36
K
10'-3"
26
30
9' 4"
8'-1"
24
B
9'-2"
-10"
W
6,_9„
1 p,
211-4"20'-7"
334
E
19'-;
335
H
23'-6"22'-8"
335
E
21'-19,-8"
336
1
11 �
227
C
11'-19'-7"
230
G
9
9'-27
225
Ci
9'-4"
8' -9
227
G
10'
7,-10
I
J
9'-9"
9 _0"
-8"
8 �"
7 _2"
6,_2„
11,
20'-89'-10'
335
E
18'-67
335
1
22
336
E
20'-419--l"
336
I
10'-19'
227
E
10'- 9,_2"
231
G
9'-0 8.7"
8 �"
225
C
9'-O8'-0"
8' -0
228
G
11'
C
-3
J
22'-0"
-1 "
J
4"
,_ ,
6'-7"
r
5,_8„
12,
20'-1
335
E
18'-0'6,-9
334
1
22
337
E
19'-9
335
J
10'-4'9,-0"
227
E
10'-2$
331
H
8'-7"----1
-
7 -8
225
C
8'-7
7 �
228
G
12'
9'-3"
J
21'-3"
8 -6"
-9"
G
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7 �"
6 -0"
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$588.5.
1
OF CAl �F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAM DATE DESCRPix)x
4 STEL JOB R 151071-1
DATE 313015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF Ll,
110-130 MPH
SH - 16
16 OF 50 SHEETS
1
0
2
0
3
0
4
0
5
a
fi
e
7
f
A o 8 o G 0 U o
o h e
ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL Wx�BW.042" BEAM
L DBL. 3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
O W/ DBL. 14 GA. STL. INSERT
P W/ DBL. 12 GA. STL. INSERT
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
SPACING
� o
MAX•POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAKPOST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAKPOST FTG.
MIN.
j p
h�h
I,L
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 3
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
it
(y) (g)
13'-7"
5'
19'-3" 21
C
19'-3" 30
G
18'x" 21
C
18'-4"
G
20'-1" 21
C
20'-1" 30
G
25'-1' " 23
E
25'-1 32
H
28' " 24
E
27'-8" 35
J
5,
C
18'-1" 23
17'-8" 31
18' 4" 23
17'-8"
20'-1" 24
19'-4" 32
5'-10" 26
4'-10' 34
28'-4" 27
27'-0" 37
6
17'-7" 22
C
17'-7" 29
16'-9" 21
16'-9"
q29
G
18'-4" 22
C
18' 4" 30
G
23' 8" 24
E
23'-8" 32
H
25'-1 25
E
25'-1 34
J
,
6
16'-6" 24
16'-1" 31
G
16'-9"--:-241C
16'-2"
18'-4" 25
17'-8" 31
23'-8" 27
22'-9" 33
25'-10 27
4'-10" 36
9'-8"
7'
16'-3" 22
C
16'-3" 29
G
15'-7" 22
C
15'-7"
G
17'-1" 22
E
17'-1" 30
G
22'-0" 24
E
22'-0" 32
H
24'-0" 25
E
24'-0" 34
J
7
15'-3" 24
15'-0" 30
15'-7" 24
15'-0" 30
17'-1" 25
16'-4" 31
22'-0" 27
21'-1" 33
24'-o 28
23'-1" 35
J
8'-6"
8'
15'-3" 23
E
15'-3" 30
14'-7" 22
E
14'-7" 29
16'-0" 23
E
16'-0" 30
G
20'-7" 25
E
20'-7" 32
H
22'-6" 26
E
22'-6" 34
J
81
14'-4" 25
14'-0" 29
G
14'-7" 25
14'-1" 29
G
16'-O" 26
15'-4" 30
20'-7" 28
19'-9" 32
22'-6' 29
21'-7" 34
7,_7„
9'
14'-4" 23
E
14'-4" 30
G
13'-9" 23
E
13'-9" 30
G
15'-1" 23
E
15'-1" 21
G
19'-4" 25
E
19'-4" 33
H
21'-2" 26
E
21'-2" 35
J
91
13'-7" 25
13'-2"LL 30
13'-9" 26
13'-3" 30
15'-1" 26
14'-6" 30
19'-4" 29
18'-7" 32
21'-2" 29
20'-4" 35
101
13'-
226
E
13'-8
330
G
13'-13'-1" 226
E
13'-12 330
G
14'-3"4
227
E
14'- �
231
G
18'-4"8
229
E
18'-4"7'-8" 333
20'-120'-1" 230
E
20'-119' 335
J
10'
W61_9.,
2'-10"
2'-7"
-7"
-3
3,9"
-4"
4"
335
61_211
111
13'-12'-3" 226
E 113'-12'-0"
330
G
12'-6
226
E
12'-6"2,-0" 330
G
13'-8"3
227
E
13'-813 331
G
17'-17 230
E
17'-76' 333
H
19'-
230
E
19'-218'
11'
O
2' 6"
8..
1"
-7"
10'
9'-2"
6"
r
5'-8"
12'
12'-6" 24
E
12'-6" 31
G
12'-0" 24
E
12'-0" 31
G
13'-1" 25
E
13'-1" 32
G
16'-9" 27
E
16'-9" 34
H
18'-41, 28
E
18' 4" 36
J
12'
11'-9" 27
11'-6" 31
12'-0" 27
11'-6" 31
13'-1" 28
12'-7" 32
16'-9" 30
16'-2" 34
I
18'-4" 31
17'-8" 36
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID j
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
s
SPACINL.
SPACING
F
MAXpOST FfG. MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
MAKPOST FTG.
MIN.
MAX.POST FTG. MIN.
MAX.POST FTG.
MIN.
MAKPOST FTG. MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
~~
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
(p) (g)
�
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
13'-7"
5'
19'-3" 22 C
19'-3" 32
G
18'-4" 22
C
18'-4"--- 31 G
20'-1" 22
C
20'-1" 32 G
25'-1 24
E
25'-1 34 H
28' 25
E
27'-8" 35 I
51
O
16'-6" 24 B
16'-1" 32
17'-4" 24
17'-0" 33 H
19'-0" 25
18'-6" 33 H
24'x" 27
3'-10' 36 K
26' 8" 28
26'-1" 37 K
r111..
6,
17'-1'5-1" 225 C
17'-14.-8" 332
G
16'-95'-10 225
C
16'-9"5
332 G
18'-4"71 226
C
18'-417.-0" 333 G
23
228
E
23'-21'-9" 335 H
229
E
25'-23.-9" 336 H
6,
6"
H
22'-3"
125'-24'x"
J
91_811
7,
16'-141-0" 225 C
16'-3"3'-8" 331
G
15'-14 226
C
15'-14 331 G
17'-116.-1" 226
E
17'-115 332 G
22'-20 229
E
22'- 20.-2" 3 H
24'- 22.-7" 229
E
24'- 22.-1" 335 H
71
-8"
�"
-8"
-8"
34
I
8'-6"
8'
15'-3" 24 E
15'-3" 30
G
14'-7" 23
E
14'-7" 29 G
16'-0" 24
E
16'-0" 30 G
20'-7" 26
E
20'-7" 32 H
22'-6" 27
E
22'-6" 33 H
81
.J
13-1 26 C
"
12'-9" 30
13'-9" 26
13'-6" 31
15'-1" 27
14'-8" 32
19'4" 29
8'-10 34
21'-2 30
20'-8" 34 I
7'-7"
,
9
E
14'-4" 30
G
13'-9" 24
E
13'-9" 30
G
15'-1" 25
E
15'-1" 31 G
19'-4" 27
E
19'-4" 32
H
21'-2" 27
E
21'-2" 34 H
1
9
LL
26
12'-1" 30
13'-0" 27
12'-8" 30
14'-2" 27
13'-10" 31 H
18'-3" 30
7'-10 33
20'-0" 31
19'-6" 34 I
61.911
1 01
F4"24
227 E
13'-8"1
330
G
13' 12 227
E
13'-1'2 330 G
14'- 13 228
E
14'-313.-2" 331 H
18' 4'7-4" 230
E
-�
18'-4"7'-0" 3
20'-119 231
E
20'-118.-6" 333 H
10�
-6"
�"
1" H
6"
33
-0"
I
6'-2"
11'
25 E
13'-1" 31
H
12'-6" 25
E
12'-6 31 G
13'-8 25
E
13'-8" 31 H
17'-7" 28
E
17'-7" 33 H
19'-2" 28
E
19'-2"
27
11'-0" 30
11'-9" 28
11'-6" 30 H
12'-10" 28
12'-7" 31
16'-7" 31
16'-2" 33
18'-1" 32
17'-8"
51_811
12,
12'-6'0,-8" 227 E
12'-60'-6" 330
H
12'-0"1-3" 228
E
12'-0"1-1" 330 H
13'-112'x" 229
E
13'-112.-1" 332 H
16'-
231
E
16'-95.-0.. 333 H
232
E
18'4.7-0"12'
±35
5'-10"
118'-4"17'x"
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
MAX.COL.
SPACINGON
MAX POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.F25-1
.POST FTG.
MIN,
MAX.POST FTG. MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
SLAB
�° 3
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POSTCING
rFREESTANDING
(IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POSTCING
(IN.)
POST
SPACING (IN.) POST
SPACING IN. )
POST
SPACING( (IN.) POST
_
m3
(2)(g)
cr
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPEAN)
(1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPEAN)
(1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
13'-7"
5'
18'-4" 23
C
18'-3" 33
H
18' 4" 23
C
" 33
H
20'-1" 24
C
19'-8" 34 H
26
E
25'-3" 36 J
28' 26
E
27'-3" 37K
5'
15-1 24
B
14'-9" 33
16'-0" 25
B15'-7"
34
17'x" 26
17'-1" 35 I2'
4" 28
1'-10' 37 K
24'-6" 29
24'-0" 386,
16'-
225
C
16'-9
332
G
16'-9 4
226
C
16'-6'4
333
G
185'-10' 226
C
18' 0
334 H
0,-6" 229
E
I
23'- 20'-1" 3
25'- 22'x" 230
E
25'-1'-10" 337 J
61
3'-10"
3'-6"
-7"
-3"
H
5 -7"
36 K
K
91_8..
7,
15'-12•-9" 226
C
15'-6
332
G
15' 13 226
C
15'-3"3 332
G
17'-114.-9" 227
E
16'-8
333 G
22'-0'9
229
E
21'-6'81-7" 34 H
0 230
E
23'
336 I
7,
2'-7"
-0"
2"
4,-6" H
-0"
124'
35
-9"
20'-3" K
J
8'-6"
8'
14'-7" 25
E
14'-6" 31
G
14'-7" 25
E
14'-3" 31
G
16'-0" 25
E
15'-7" 32
20'-7" 28
E
20'-1" 34
29
E
22'-0" 35 I
81
12'-0" 26
C
11'-9" 31
12'-8" 27
C
12' 4" 32
13'-10' 28
13'-6" 32 H
17'-9" 30
17' 4" 35
6" 31
19'-0" 35
7'-7"
g'
13'-9" 25
E
13'-8" 30
H
13'-9" 25
E
13'-6" 30
H
15'-1" 26
E
14'-8" 31
19'-4" 28
E
19'-0" 3329
E
20'-8" 34 H
91
LL
11' 4" 27
11'-1" 31
G
12'-0"27
11' 8" 31
G
13'-1" 28
12'-9" 32 H
16'-9" 31
16' 4" 34
4" 32
18'-0" 35
10'
13'-1" 26
E
13'-0" 30
H
13'-1" 26
E
12'-9" 30
H
14'-3" 26
E
14'-0" 31
H
18'-4" 29
E
18'-0" 333019'-8"34
V-6"
E
H,W6'-9'
106'-2"
10'-9" 27
10'-7" 30
G
11'-4" 28
11'-7" 31
12'-4 29
12'-1" 31
16'-0"31
15'-7" 34
-4" 32
17'-1" 35 I
33
11'
12'-6" 26
E
12'-6" 31
H
12'-6" 26
E
12'-2" 31
H
13'-8" 27
E
13'-4" 31
H
17'-7" 29
E
17'-2"
30
E
18'-9" 3410'-3"
28
10'-1" 31
0'-10 28
10'-7" 31
11'-10' 29
11'-7" 31
15'-2" 32
4'-10 33-7"
33
16'-3" 345'-811121
12'-9'-10" 228
E
1'-19-8" 331
H
12'-0O'4" 229
E
11'-8"0'-1" 331
H
13'-111 230
E
12'-91111" 33i H
16'-9'4.-7" 332
E
16'-64'-3" 33310
333
E
18'-0"5.-7" 334
12'
4"
W ) 'c_
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$58.85
1
OF CAI\F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
PARK DATE DESCRIPTIDN
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 17
17 OF 50 SHEETS
0
2
0
3
0
4
0
5
0
6
0
7
0
8
A o B o C o D o E 0 F o G o H o I 0 J NG co OR EQUAL LL Ll
BEAM TYPES ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3" SQ.0.032"ALUM. BEAM DBL. 2" x6.5"x0.032" 3"x8"x0.042" BEAM
E W/ 12 GA. STL. "U" CHANNEL a- OR �(
ATTACHED FREESTANDING ATTACHED FREE
STAND/NG }
032' 6' , MAX.COL. kMINOST MAX POST MAX.POST MAX.POST. F7C,, MIN. j o
= SPACING =)o MAX.POST FTG. MIN. MAX.POST FTG. FTG. MIN.
T=12 GA B .
DNS LAB 3 SPACING (IN.) POST SPACING (IN.) BL FOR 31 x8 (IN.) POST FORCDBLC�. FOR 31 x8' (IN.) POST m
ASTMA653SS (2)•(3) F (SPAN) (1) TYPE (SPAN) (1) .03Y BEAM (1) TYPE 2'x6.5"x0.03 BEAM (1) TYPE
GRADE 50 G60 3, ' 0.042' 16'-9" 15 14'-7" 29 15'4" 15 14'-1 15'x" 28
032' J TYP. 13'-7" 5' 16'-9" 17 B 14'-7" 31 -10" 15'x" B 17 14'-0" 15'-1" 30 G 5'
ALUM. �O�MAX.'0 r 11'-4" 6' 15'-3" 16 B 13'-3" 28 14'-1B15 13'-7" 14'-1" 28G6,
15'-3" 113'-3"30 3'-714'-1"17 13'-313-9"29IDBL.2"x6.5"x0.032"9'-9" 7'14'-2 16B12'-4"28 13'-1B15 12'-7"13'-1"28G7,
ALUM.ALLOY 3004-H3614'-2"1812'-4"302'-7 13'-1"17 12'-312'-9"293"SQ.x0.032"ALUM. BEAM 13'3" 16 12912'-3" 16 11'-9" 12'-28W/ 12 GA. STL. "U" CHANNELDBL. 2z6.5x0.042" 3"x8"x0.042" BEAM8'-6"8'13'-3"19B11'-7"29'-9" 12'-3" B 18 11'-6" 28 G 8'
(-,-\W/
`� ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004 H36 J 12'-7" 17 11'-0" 29 11'-7" 16 11'-2" 11'-7" 29 ,
ASTM A653 SS OR EQUAL OR EQUAL 7 _7, 9' 12'_7^ 19 C —'l1'-0^ 29 G 11'_2 11'_7^ g 18 0'-10 11'-3" 28 G 9
GRADE so Gso (n 6'-10" 10' 12'-0" 17 10'-4" 30 G 10'-7" 11'-0" B 16 10'-7" 11'-0" 29 G 10,
5' 12'-0" 19 C 10'x" 30 11'-0" 19 10'-3 10'-8" 29
C 6,_2„ 11, 11'� 1'-4" 120 C 9'-1 9'-10" 330 F'{ 10'-1 1 p•-1 10 -610'-6" B 119 10-1- -9'-10 10 -6 0._J., 229 G 11'
12' 10'-1 18 91-6" 30 9'-8" 9'-8" 17 9'-8" 9'-8" 29
T=12 0 C 9'-6" 30 H 9'-8" 9'-8" C 19 9'-6" 9'-2^ 29 G 12'
14 ca
7.8 5' ASTM
A653 SS
GRADE
SO cso � ATTACHED FREESTANDING ATTACHED FREESTANDING �
MAX.COL. F f-
=
SPACING � o MAx•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. MAX -POST MAx.POST FTG. MIN. j o
B' I ON SLAB m SPACING (IN.) POST SPACING (IN.) POST FORCDBL FOR 3I x8" (IN.) POST FORCDBL FOR 31 x8" (IN.) POST m 3
0.042' ,625' cc (2).(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.Sx0.032' BEAM (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE �
TYP. G 16'-9" 16 14'-7" 31 H 14'-1 15'x" 15 14' 1 15'-4" 30 ,
,875• � 13'-7" 5' 16'x" 18 B 14'-7" 33 J 14'-8" 15'-2" B 18 14'-1" 14'-7" 31 G 5
3"x8"x0.042" BEAM r 6, 15'-15-0" 169 B 13 3.13'-3" 332 H I 13-713'-4 14'-13-10' B 168 13'-72'-10^ 14'-113-4 231 G 6'
M \N/ 14 GA. STL. INSERT
MAX. ASTM A653 GRADE 50 G60 1 9'-9" 7' 14'_ 3'-10" 1 19 B 12'-42 �" 231 G I 12'-712 �^ 13'-12'-10 B 169 12'-712 _Q^ 13'-112 � 230 G 7,
3x8"x0.042" BEAM J 8'-6" 8' 13'-3" 17 B 11'-7" 29 G 11'-9" 12'-3" 17 12'-3" 28 G 8,
DBL. 3"x8"x0.042" BEAM %w1 W/ 12 GA. STL. INSERT 13'-0" 20 11'-7" 31 H 11'-8" 12'-1" B 19 11'-2" 11•_7^ 30
� ALUM. ALLOY 3004-H36 I� ASTM A653 GRADE 50 G60 J , 12'-7" 18 11'-0" 29 G 11'-2" 11'-7" 17 11'-2" 11'-7" 29
OR EQUAL 7�-7 9 12'-3" 20 C 11'-0" 30 H 11'-0" 11'-4" g 20 10'-7 11'-0" 29 G 9
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS LL
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED , 12'-0" 18 10'-4" 30 11'-0" 17 10'-7" 11'-0" 29 ,
THE FULL LENGTH OF THE 3'x6" BEAM. ^' 6'-10" 10 11'-8" 21 C 101-4" 30 HF --10'-6"- 10'-9" B 20 10'-1 1 p'�" 29 G 10
FOOTNOTE: "SAMPLE"
C
6'-2" 11, 11 11'-2" 1 —121 C 9'-1 9'-10" 330 H 10'-110 -0" 10'-610,-3" B 1209.7 10'-6 9,-0„ 229 G 11'
FIGURE INDICATES r 5'-8„ 12, 10'-110'-8" 121 C 9,_6„ 9'-6" 331 H 9'-8"9'-7" 9-8"9'-4" C 1 21 9-8^9'-2" 9-8^g'_g^ 230 G 12'
EXPOSURE B—a
FIGURE INDICATES T=12 OR
EXPOSURE C 14 ca
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ASTM }
A653 SS ATTACHED FREESTANDING ATTACHED FREESTANDING
GRADE 8. T- MAX.COL. MAX.POST MAX.POST MAX.POST MAX.POST FTG. MIN. rj o
50 G60 SPACING S o_ MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. _
ON SLAB m 3: SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m
,042' Ix SPAN TYPE FOR DBL. FOR 3'x6" FOR DBI. FOR 3"x8" �
FOOTNOTES TO ALL SPAN TABLES: TYP. Z (2),(3) I' ( ) (1) (SPAN) (1) TYPE 2•x6.5"x0.032" BEAM (1) TYPE 2"x6.5"4.032" BEAM (1) TYPE �
1. FOOTING SHOWN REPRESENTS LENGTH OF 16'-9" 17 14'-7" 32 I 14'-1 15'-4" 16 14'-1 15'-2" 31 G ,
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 13'-7" 5' 15'-0" 19 B 14'-7" 34 J 14'-4" 4'-10' B 19 13'-8" 33 H 5
WHERE SLAB OCCURS, CUBED FOOTING SIZE M 15'-3" 18 MY3 I 13'-7" 14'-1" 17 13'-7" 3'-1 31
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. �11'-4" 6' 13'-9" 20 B J 13'-1" 13'-7" B 19 12'-6' 13'-0" 32 G 6'
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3'0� MAX.—i-3'0, 14'-2" �18 H 13'-1" 17 12'-7" 2'-1 30
SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3"x8"X0.042" BEAM 9'_9„ 7' 12'-9" 20 B J 12'-2" 12'-7" B 20 11'-7' 12'-1" 31 G 7'
SHOWN IN THIS COLUMN OR THE MAXIMUM POST
&y/_A
W/ DBL. 14 GA. STL. INSERT � 13' 3" 18 H 11'-9" 12'-3" 16 11' 9" 12'-1" 29 ,
SPACING SHOWN FOR THE SELECTED BEAM. ...I 8'-6" 8 B B G 8
ASTM A653 GRADE 50 G60 20 11'-9" 20 10'-10" 11'-3" 31
3. THE SLAB SHALL BE A MINIMUM 10'-0' WIDE BY THE , 12'_7" 19 11'-0" 30 H 11'-7" 18 W9'-0'8!'-3'-
" 29
MAXIMUM COLUMN SPACING MEASURED AT THE 7'-7" 9 11'-3" 21 1 1'-0" 32 I 10'-9" 11'-2" B 21 0'-8" 30 9'
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3"x8"X0.042" BEAM �
25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB W/ DBL. 12 GA. STL. INSERT , 12'-0" 19 C 10' 4" 30 H 10'-7" 11'-0
CDW
W
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1
OF CAl\Eck
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
wax anh 0escrtwiba
4 STEL JOB # 15-1071-1
EDGESHALLBE91/4"MINIMUM.ASTM
ALTERNATE FOOTING TABLES
FOR ATTACHED COVERS
"
18 "29,
30G10C9'-10"30
A653 GRADE 50 G606-10"1010'-8"21B10'x"32G10'-2"10'-7"B21'-10"
NOTE: WHERE 12 AND 14 Ga STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED1O'-1"2O631g'-g^9'-8"19
THE FULL LENGTH OF THE 3"x8'BEAM.9�_9^22v-6"33J9'-4"9'-1"`''22
1'-2" 229'-10"
H10' -1"10'-6"B19
32I9'-9"219'-0"31SHT.9
"29G1SEE
29,
8'-3" 31
�7
12
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
0
2
0
3
0
4
a
,
o B e C e D o E o F o G
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
rlll� onre D1*51 a»
4 STEL JOB A 157071-1
DATE 3r3r2o,s
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35 OF 50 SHEETS
ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
R
3"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
WL���
2 GA. STL. INSERT
WL
O W/ DBL. 14 GA. STL. INSERT
}
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
_
=^
MAX.COL.
SPACING
�o
MAx•POST
FTG.
MIN.
MAX•POST
FTG.
MIN.
MAKPOST
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.
p
I..L
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
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(p) (g)
13'-7"
5'
18'-0"
15
B
18'-0"
29
21'-8"
16
B
21'-8"
31
G
20'-9"
16
B
G
22' 8"
17
B
22' 8"
31
G
29'-2"
18
C
29'-28-6"
336
H
5'
O
18'-0'
18
17'-6'
31
G
21'-8"
19
21'-2"
33
H
20'-9"
18
H
22'-8"
19
22'-1"
33
H
29'-2"
21
I
r
11,x»
16'16
168
B
16,16'-0'
230
19'-9"9'-9"
119
Ci
19'-99,-3"
332
G
19'-09'-0"
119
B
G
20'-8"20'-8"
120
C
20'-8"20'-2"
332
G
26'-8"26'-8"
121
E
26'-26-0"
335
H
6'
6,
4
G
17"3
1
9,_9„
7,
15'-215,-2'
169
B
15
230
18' 4
Ci
18'
331
�j
17'-17'-7"
1
�i
G
19'- �9,-2"
120
C
19'-2"9-2„
332
Cj
24'
122
E
24'-24,-1"
334
H
78'-6"
14'-10"
G
8'�"r17
17'-10
19
24'-8"
8'
14'-3"
17
B
14'-3"
29
G
17'-2"
C
17'- "
31
G
16' 6"
18
C
G
18'-0"
18
C
18'-0"
31
G
23'-22'3
222
E23'-222'-7'
333
H8,14'-3
19
13'-10
29
17'-2
16'-9
31
16'-6"
20
18'-0
21
18'-0
31
2,
J
�,_7„
9'
13'-6"
17
C
13'-6"
30
G
16'-3"
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
1'-1 ;'_3»
344
H9'
ILL13'-6'
19
13'-1'
30
16'-3"
15'-9"
31
15'-6"
20
15'-2"
31
17'-0"
21
17'-0"
31
21'-10'
23
6'-10"
10'
12'-9"
17
C
12'-9"
30
G
15'-4"
18
E
15'-4"
32
G
14'-9"
18
E
14'-9"
32
G
16'-1"
19
E
16'-1"
32
G
20'-9"
20
E
0'-9"
34
H
10'
C
12'-9'
20
12'-6'
30
15'-4"
21
15'-1"
32
14'-9"
21
14' 4"
32
16'-1"
21
16'-1"
32
20'-9"
23
20'-2"
34
21
334
12'-2"
18
C
12'-2"
31
G
14'-8"
19
E
14'-8"
32
G
14'-1"
19
E
14'-1"
32
G
15' 4"
19
E
15'x"
32
G
19'-9"
E
19'-9'9
O
12'-2'
20
11'-10"
30
14'-8"
21
14'-4"
32
14'-1"
21
13'-8"
32
15' 4"
22
15' 4"
32
19'-9"
24
3„
11'-811-8'
120
C 111'-811'-4
331
G
14'-1;4,-1"
122
E
14'-13'-9"
332
G
13'63'-6"
121
E
13'-63-2"
332
C7
14'-9"4-9"
122
E
14'-94'-9"
333
H
19'-09,-0"
224
E
19'-0"8'-6"
335
I
12'
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
_
=^
MAX.COL.
�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.
j o
SPACING
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 3.
¢
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
cr
(2) (g)
5'
18'-0"
16
B
18'-0"
31
G
21'-8"
17
B
21'-8"
33
H
20'-9"
17
B
20'-9"
32
G
22'-8"
18
B
22'-8"
33
H
29'-2"
19
C
29'-22"7'-8"
337
1
5,
O
13'-7"
17'-8"
19
17'-0'
31
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
KI
N
11
16'-4"
17
B
16'-4"
30
G
19'-9"
18
C
19'-9"
32
G
19'-0"
18
B
19'-0"
32
G
20'-8"
18
C
20'-8"
32
G
26'-8"
20
E
26'-
336
1
6,
r
-4»
6'
16'-2"
19
15'-7'
30
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
25'-3"
K
9,-9„
15'-2"
17
B
15'-2"
30
G
18'-4"
18
C
18'-4"
31
G
17'-7"
18
C
17'-7"
31
G
19'-2"
19
C
19'-2"
32
G
24'-8"
20
E
24'-823'-6"
336
H
7
7,
15'-0"
20
14'x"
30
18'-1"
21
17'-4"
33
H
17'-3"
21
16' 8"
33
18'-10'
21
18'-2"
33
H
24' 4"
23
I
8'
14'-3"
18
B
14'-3"
29
17'-2"
19
C
17'-2"
31
G
16'-6"
18
C
16'-6"
30
G
18'-0"
19
C
18'-0"
31
G
23'-2"
21
E
23'-222'-0'
335
H
8
J
8'-6"
14 -1
20
C
13'-6"
29
G
17,-0,
7'-0
22
16-3
32
16'-2"
21
15'-7"
32
17'-8'
22
17'-1'
33
H
22'-9'
24
I
J
7,-�„
9'
13'-6"
18
C
13'-6"
30
G
16'-3"
19
E
16'-3"
31
G
15'-6"
19
C
15'-6"
31
G
17'-0"
19
E
17'-0"
32
G
1'-1
21
E
21'-10'-8"
334
H
9,
�
13 -3 "
21
12'-9'
30
16'-0"
22
15'-4"
32
15'-3"
22
14'-8"
32
16'-8"
22
16'-1 "
32
21'-6"
24
I
L
10'
12'-9"
18
C
12'-9"
30
G
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
0'-9"
34
H
,
10
a6'-10"
12'-7"
21
12'-1'
30
15'-2"
22
14'-7"
31
14'-6"
22
14'-0"
31
15'-10'
23
15'-3"
32
20'-4"
25
19'-8"
34
11'
12'-2"
19
12'-2"
31
14'-8"
20
E
14'-8"
32
G
14'-1"
19
E
14'-1"
32
G
15'-4"
20
E
15'-4"
32
G
19'-9"
22
E
19'-9 8
334
I
11'
O
6'-2"
12'-0"
21
C
11'-7"
30
G
14'-6"
23
14'-0"
32
13'-10
23
13' 4"
31
15'-2"
23
14'-7"
32
H
19' 6"
25
9,
11'-8"1
122
C
11'-811
331
G
14'-13'-10'
223
E
14'-113-4"
332
G
13'-013'-3"
223
E
13'-s 2-9"
332
G
14'-9
223
E
14'-9
332
H
19'-0"8'-8"
226
E
19'-0"8'-0"
334
I
12'
12,
6»
-1
H
4'-6"
4'-0"
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
=
MAX.COL.
SPACING
a =
o
MAX.POST
FTG.
MIN.
TG.
MIN.
MAX.POST
FTG.
MIN.
G.
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.
a 2
j o
a
ON SLAB
m
SPACING
(IN.)
POST.)
POST
SPACING
(IN.)
POST.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
(SPAN)
(1)
TYPE1)
TYPE
(SPAN)
(1)
TYPE1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F
(2) (g)
Z
5'
18'-0"
17
B
48:---
G
21'-8"
19
B
P18'
H
20'-9"
18
B
20'-4"
32
H
22'-8"
19
B
22'-4"
35
1
29'-2"
20
C
28'-9"
37
K
5
O
13'-7"
17'-3
20
1
4
H
20'-10
21
36
K
20'-0"
21
19'-1"
34
I
1'-10
21
C
20-10'
36
K
28'-2"
23
E
6'-10'
3911,-4„
16'x"
18
B
G
19'-9"
19
C
H
19'-0"
19
B
18'-8"
32
H
20'-8"
19
C20'-4"
34
H
26'-8"
21
E
26'-32'4'-7"338
K
6'
6'
15'-10
20
33
H
19'-1"
22
-3-
35
I
18'-3"
21
C
17'-6"
33
I
20'-0"
22
19'-1"
36
1
25'-9"
24
9,_9„
15'-214,-8'
121
B
15'-0'4
333
G
18
222
C
18'-16'-10'
334
H
17'-17'-0"
122
C
17'-16'-2"
333
G
19'2"18'-6"
223
C
18'-117,-8"
335
H
225
E
24'22,-9"
337
I
7,
7,
0"
H
7'-8"
H
124
23-10
K
J
8'
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'-3'
337
1
8
8'-6"
13 -9 "
21
C
13'-1"
32
16'-7'
23
15'-10'
34
H
5'-10"
22
15'-2"
32
H
17'-4'
23
16'-7
34
H
22'-3'
25
K
J
7,-�„
9'
13'-6"
19
C
13'-3"
30
G
16'-3"
21
32
G
15' 6"
20
C
15'-3"
31
G
17'-0"
21
E
16'-8"
32
G
21'-1
23
E
21'-6"0'-1"
336
H
9
13 -0
22
12' 4'
32
15'-8"
23
33
H
15'-0"
23
14'-3"
32
H
16'x"
24
15'-7"
34
H
21'-1"
26
K
10'
12'-912,-3'
222
C
12'-711
331
G
16-44'-10'
224
333
G
14'-9
223
E
14'-63'-7"
331
G
16'-15'-7"
224
E
15-14=10'
333
H
20'- 20,-0"
226
E
20 49,-1"
336
H
10,
W6'-10"
-g
H
4'-2"
I
11'
12'-2"
20
12'-0"
31
14'-8"
21
VE
32
H
14'-1"
21
E
3'-10"
32
G
15'-4"
22
E
15'-2"
32
H
19'-9"
23
E
19'-6
311'-9'
6'-2"
23
C
11'3"
31
G
14'-2"
24
32
G
13'-7"
24
13'-0"
31
14'-10"
24
14'-2"
33
19'-1"
275,_8„12,
11'-811-3'
2p3
C
11'-610,-9'
331
Cj
14'-113,-7"
224
332
H
13'-63'-0"
224
E
13'-12-0"
332
H
14-94-2"
225
E
14'-6"3-7"
332
H
19'-0"8,-3"
227
E
18'-8"7'-6"
335
I
12'
G
co
ti
W c-0 o6
W FNM
rn
2 W
W a��
u�Z-
W
W 2 co
W LLJ_j M
M
o
00
� Z 00
(Q M
rn
MEss Igyq
S 58.85.
1
OF CA0'i
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
rlll� onre D1*51 a»
4 STEL JOB A 157071-1
DATE 3r3r2o,s
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
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