BPAT2016-001378-495"CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Tiht 4.4v Quilt&
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BPAT2016-0013
Property Address:
81080 MONARCHOS CIR
APN:
767780049
Application Description:
MCCAFFERY / PATIO COVER
Property Zoning:
Application Valuation:
$5,000.00
Applicant:
VALLEY PATIOS INC DBA VALLEY CONCRETE &
37897 CHESTERFIELD STREET
INDIO, CA 92203
11111111111111111111
02
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Dater 3/21/2016
Owner:
IOTA GRIFFIN
4675 MACARTHUR CT NO 1550
NEWPORT BEACH, CA 0
18 2016
CU `'` rl r
tfiI�rrQ(JIM?f1`!
Contractor:
1E
2EF11PT fch7 VALLEY PATIOS INC DBA VALLEY CONCRETE &
37897 CHESTERFIELD STREET
INDIO, CA 92203
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.
LicenseClass-C-8 C51 License No.: 937811
Date: 7 �� (b Contractor: `
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 contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Na
Lender's Add
(760)534-4634
Llc. No.: 937811
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Polity Number:
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: 3 u0 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 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 roperty for inspection purposes.
Date: Signature (Applicant or Agent):
DESCRIPTION
FINANCIAL .• t.
ACCOUNT QTY AMOUNT PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306 0 $1.00 $1.00
3/21/16
PAID BY
METHOD RECEIPT # CHECK #
CLTD BY
VALLEY PATIOS INC DBA VALLEY C
CHECK R14059 1231
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
3/21/16
PAID BY
METHOD
RECEIPT # =
CHECK #
CLTD BY
VALLEY PATIOS INC DBA VALLEY C
CHECK
R14059
1231
RSE
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$95.72
3/21/16
PAID BY
METHOD
<, RECEIPT # €
CHECK #
CLTD BY
VALLEY PATIOS INC DBA VALLEY C
CHECK
R14059
1231
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
$0.65
$0.65
3/21/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
VALLEY PATIOS INC DBA VALLEY C
CHECK
R14059
1231
RSE
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65 $0.65
TOTALS:•1
Description: MCCAFFERY / PATIO COVER
Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: UNDER REVIEW
Applied: 3/21/'2U1b RSL
ENGINEERED - OPEN
Approved:
Parcel No: 767780049 Site Address: 81080 MONARCHOS CIR LA QUINTA,CA 92253
Subdivision: TR 32879 Block: Lot: 272
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $5,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
CITY STATE
Details: 252SF TRELLIS PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013
CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
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
IOTA GRIFFIN
4675 MACARTHUR CT
NO 1550
NEWPORT CA
BEACH
0
FINANCIAL INFORMATION
Printed: Monday, March 21, 2016 2:16:36 PM 1 of 2 CR
SYSTEMS
INSPECTIONS
PARENT PROJECTS
Printed: Monday, March 21, 2016 2:16:36 PM 2 of 2 CI?
SYS7EAA5
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
' BY
'BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
3/21/16
R14059
1231
CHECK
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
3/21/16
R14059
1231
CHECK
VALLEY PATIOS INC
RSE
OPEN
DBA VALLEY C
PATIO COVER, STD,
101-0000-42600
0
$95.72
$95.72
3/21/16
R14059
1231
CHECK
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
$0.65
$0.65
3/21/16
R14059
1231
CHECK
VALLEY PATIOS INC
RSE
DBA VALLEY C
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65 $0.65
TOTALS: $194.54 •, .54
INSPECTIONS
PARENT PROJECTS
Printed: Monday, March 21, 2016 2:16:36 PM 2 of 2 CI?
SYS7EAA5
Exlsting Pool
McCaffery Residence
81080 Monarchos Circle
Proposed Alumawood Patio
Cover
CITY OF LA QUINTA
BUILDING &-SAFETY DEPT.
A RC)VED
FOR CONSTRUCTION
DATE 31 i b eY
X016 I Driveway
CITY OF LA OUINTA
COMMUNITY DE!/ELOpMENT
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE:
GOVERNING CODES:
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC &
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
IBC APPENDIX CHAPTER I.
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
LEVEL 25, 30, 40 & 50 psf)
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
AND 2013 CRC SECTION AH1052 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30
ROOF LIVE AND SNOW LOADS: 20, 25, 3U, 4U & 50 psf. (SNOW LOADS AT GROUND LEVEL
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
25, 30,40 & 50 psf)
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 19.
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.
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
ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D'
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, SDs = 1.0, SD,= 0.50
RESPONSE MODIFICATION FACTOR, RA.25
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:
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
TC�ENG/NEER/NG
STRUCTURAL ENGINEERING
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
- 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE C
S
V�R�T6FI� QU I NTA
109 EAST ESCALONES
PHONE: (949) 388-9333
T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES
SAN CLEMENTE, CA 92672
FAX: (949) 388-3773
SH -1 .............
SOLID PANEL STRUCTURES
STRUCTURAL ENGINEER
S
SH -2 ............OPEN
LATTICE STRUCTURES
OF RECORD:
DUSTIN K. ROSEPINK, SE 5885
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
- 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE C
S
V�R�T6FI� QU I NTA
i - 34-36 ..... LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
MPH
SHALL BE BASED ON 85 MPH = 110 MPH.
volt ' , vv,,
S
- 37-38 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130
0.6
BUILDING & SAFETY DEPT.
S
- 39-40 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
APPROVED
S
S
i - 41-42 .....LATTICE
i - 43-44 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
WHERE SNOW LOADS OCCUR, IT IS THE REPONSI
ILITY44ECONSTRUCTION
S
- 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
CONTRACTOR FOR THIS POJECT TO VERIFY WITH
HE L t't
S
1-47 ..........INSULATED
ROOF PANEL ATTACHMENT DETAILS
AUTHORITY HAVING JURISDICTION WHERE SNOW
RIFTING AND
S
i - 48 ..........SNOW
DRIFT DESIGN
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS F
EbD. 44 I ` BY
S
-49 ..........SPAN REDUCTION FACTOR TABLES
SHEETS 49 FOR SPAN REDUCTION FACTORS.
1-50 ..........ADDITIONAL
STATE LICENSURE STAMPS
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DURALUM
IAPM0 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB N 15-1071-1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
T-0
0OF50SHEETS
0
r
0
■
o E o
SOLID PANEL STRUCTURES
{J
■
n
OVERHANG, ATTACHMENT OVERHANG,
ATTACHMENT OR WOOD, OR SEE DETAIL A, B & C, OR WOOD, OR
ROOF PANEL SEE TABLES SEE DETAIL A, B & C, A NGT, OF CONCRETE ROOF PANEL SEE TABLES SHEET 8 q ENGTH OF CONCRETE
SHEET 4 FOR ROOF SHEET 8 O Syq�� S- L/CT WALL SEE SHEET 4 FOR ROOF Sy�L STRUCTU WALL SEE
PANSUPPORTING WALLL EL ATTACHMENT TOTyE PROD F TONS T CIES SHEET 8 PANEL HANGERN WAMATTACHMENT O SIN. 0.25" SLOPE PER FT. TyE p"O TONS E�qR/Es SHEET 8 IV
HANGER & BEAM.
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12—
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
3 1/2" SLAB ATTACHMENT -
MAY BE USED
WHERE PERMITTED.
SEE TABLES
FOOTING WHERE REQUIRED
SEE TABLES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
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.
"O.H." NOT TO EXCEED 25% -
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB—
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
FOOTINGS
SEE TABLES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
pOSM
FOR MANDATORY SPLICE.
SpgN� BEAM -SEE TABLES
NO BEAM SPLICE AT
SE SPAC/ FOR POST SPACING
E TgB�ES NG
�-
=
EXTERIOR POSTS.
POSTS, SIZE VARIESEk
NOT T
CEE0O
SEE SHT. 11 FOR MINIMUM
Op@ 25%
MOV,AstL
NUMBER OF REQUIRED COLUMNS /
ALL
co.
3 1/2" SLAB ATTACHMENT -
MAY BE USED
WHERE PERMITTED.
SEE TABLES
FOOTING WHERE REQUIRED
. SEE TABLES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
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
�ENGTy
MIN. 0.25" SLOPEOFSTRU
PER FT O.H CTURE
- gRlEs
EA
B
POS SPA/V/
SEE tn...gCll�
�- BEAM - SEE TABLES
FOR POST SPACING
` OW //O7 -
OF @�
AgOVV SIIIpA/V
W
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
I
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
Z �
W �c6
W
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
PWRI DATE DESCRIPTION
4 STEL JOB # 15.1071-1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
1 OF 50 SHEETS
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y A o B o C o D o E 0 F o G o H o I o J
2
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S5885
1
OF CAL�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK I DATE DESCRIPTION
4 STEL JOB R 151071.1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
0
2
3
4
0
5
0
6
7
0
8
OPEN LATTICE STRUCTURES
EDGER
RAFTER, SEE TABLES f'r/STj ROOF OVERHA NG,
SEE
@Y/SnNG@ WALL LEDGER OR A'G4 SHEET BAIL AB 8: C
U
MAX. O.H. O.I
25% OF RAFTER
ALLOWABLE
4440 op � SPAN
yy p@ Rye
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
LENGTH OF STRUCTURE VARIES
ROOF OVERHANG,
\ SEE DETAIL AB & C.
SHEET 8.
NOTE: EACH COMPONENT IS INTER- FFgogN/
CHANGEABLE WITH ANY OTHER T9@�FSG
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
oM _
\ G V w
V=
POST WITH SIDE PLATI S
SEE SHTWSEETABLES 11 FOR MINIM M
NUM
COL
ACHMENT
WHERE
DTING WHERE REQUIRED,
E TABLES
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING -
MAX, O.H.
25% OF RAFTER O.H
ALLOWABLE
r OV@ SPAN
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS 'OOS
SFF T Sp
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
SEE POS73T/2
SLAB
' MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
FOOTING SEE TABLES
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
RAFTER, SEE
MAX. O.H.
25% OF RAFTER
ALLOWABLE
MANDATORY BEAM SPICE- SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
LENGTH OF STRUCTURE VARIES
TABLE
MAX. O.H.
25% OF RAFTER
ALLOWABLE
_ SPAN
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12 p POST CR SSSECTION,
NO BEAM SPLICE AT S OSr SEE POST DETAIL,
EXTERIOR POSTS FI�T,ySpgC/
@SFS NG 3 1/2" SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER- po TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SFFT SOgOj TABLESG, SEE
COMPONTENT UNLESS OTHERWISE SHOWN. 9@�FSNG
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES
MAY NOT BE COVERED.
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
Z
uj
X:
lm�
'{
POST WITH SIDE PLATES
p SE9ysp
S q1/
eFT9@
SEE SHT, 11 FOR MINIMUM
O/1G
NUMBERSOF REOUIRED
SFS
° S�Msp
NOTE: EACH COMPONENT IS INTER-
3 1/2" SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHERCOMPONTENT
SFFlge<�
PEY BE D
UNLESS OTHERWISE SHOWN.
c/
FS
WHERE
RMITTED.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE TABLES
- MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
TABLE
MAX. O.H.
25% OF RAFTER
ALLOWABLE
_ SPAN
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12 p POST CR SSSECTION,
NO BEAM SPLICE AT S OSr SEE POST DETAIL,
EXTERIOR POSTS FI�T,ySpgC/
@SFS NG 3 1/2" SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER- po TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SFFT SOgOj TABLESG, SEE
COMPONTENT UNLESS OTHERWISE SHOWN. 9@�FSNG
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES
MAY NOT BE COVERED.
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
Z
uj
X:
lm�
2
0
3
e
4
5
0
6
7
0
6
cr: . . --------------
24" TRI -"V" PAN
o D o E o r o
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
I 12" x 3 1/2"W PANEL
282• ,
R=,117'
.77' 180•
3.10.43—
. 0,3A-Vt--T T= (SEE TABLE_ ,
ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE
ROOF LIVEISNOW LOAD, psf
10 20 30 40 50
24" TRI -"V" PAN
- 0.83 0.75 0.80
24"x2)2"x0.018"
0.85 0.65 -
LUSL
PANEL -T"
110 MPH=2'-3*
MPH SPAN
130 MPH SPAN
EXP.B
13'-9"
B
EXP.0
EXP.B
EXP.0
13'_9"
(IN.)
.020(l)
10'-3"
10'-3"
10'-3'
10'-3"
.018
11'-1'
11'-2"
10'-7"
10'-7"
9'-11"
15'-3"
15'-3"
15'-3"
15'-3"
7"
8'-1'
8'-2"
7'-5"
.024
12,_3"
12,_3"
12'_3,
12,_3"to
024-9"
12'-7'
12' 8"
11'-10"
70
17'-7"
1T -r
17'-r
17' 7"
9'-2"
9'-3"
'-7"
8'-7-
032
14'
14'-3"
14'-3'V14'-3"
14'-3'
14'-3'
14'-3"03212'-8"
14'-9'
14'-9"
i4'-0"
14'-1"
13'-3"
19'-7"
12'-112'-1"
19,_7,
11'-2'
11'-3"
10'-8"
040
8'4"
8'-4"
8'-0"
8'-0'
8'-4"
8'-4"
.018
17'-7"
15'-9"
16'-0"
15'-
7'-9"
7'-5"
7'-5"
7'-2"
7'-2"
6'-10"
.020(l)
10._1,
10•_1•
10,_1,
10,_1,
10,_1"
10,_1"
20
.024
9'-0"
9'-1"
8'-8"
12'-6"
8'-8'
8'-4"
8'-5'
8_1,
8.1•
7'_9
12._1
12,_1,
12.1,
12'_1•
12_1,
12_1..
.032
103,
10'x'
910"
20
10'-9"
10'-3"
10'-0"
9' 8"
9'-9"
9'-9"
7'-3"
7'-3"
7'-3"
7'-3"
7'-3"
7'-3"
.016
13'-3'
12'-9"
12'-9"
12'-4"
12'-4"
11'-7"
7'-6"
7'�"
7'-4"
7'-1"
7'-1"
6'-10"
.040
8'-9'
8 '-9'
25
.024
14'-7"
13'-8"
1"
1' -1
8'-5"
8'-1"
8'-1"
7'-9"
11'_1"
9'-8"
9'-8"
9'-8"
'-8'
9'-8"
9'�"
.032
9_10•
-lo -
9'-3"
r>9
81_11,
9'-0"
8'-6"
10'-0"
10'-2"
10'-2"
9'-r
9'-8"
9'-2'
6'-7"
6'- 7'
6'7"
6-7-
6'-7"
6'- r
6'-7"
.018
10'-r
10'x"
10'-2"
10'-3"
9'-9"
25
7r
13'_2"
6'-9"
13'_2,
6'-7"
13,_2"
8'-3"
8'-3"
8'-3'
8'-3"
8'-3"
8'-3"
30
.024
13,_1
12,_7,
12,-8"
12_2"
12'_3,
8'-3"
8'-0"
8'-0"
7'-9"
7'-9"
7'-5"
14'_2"
9'-1"
9'-1"
9'-1"
VA.
9'-1"
9'-1"
.032
15'-0'
14' 4"
14'-2"
13'-7"
13'-8"
1 T -W
9'-10"
10'-6"
10* -6"
9'-2"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE
ROOF LIVEISNOW LOAD, psf
10 20 30 40 50
12"x3)¢"x0.020"
- 0.83 0.75 0.80
24"x2)2"x0.018"
0.85 0.65 -
24"x2)2"xO.024"
0.90 0.65
EL
24"x2)2"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
12,0'
ALUM. ALLOY 3004-H36 OR EQUAL
n T
110/120/130 MPH EXP. B & C
6" / 8" x 2)S" FLAT PAN
,09R U.S.
—I (ALL UNMARKED RADII .06R)
zee' .38' T= (SEE TABLE BELOW
45'
TYP.
1.92' .7 ' L92' .75' L92'
E5'
6.00'/8,00
ALUM. ALLOY 3004-H36 OR EQUAL
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$5885
pp1
OF CAIO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCWPTION
4 STEL JOB # 157071-1
DATE 3l3P2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
12"x 3 1/2"W PANEL
LUSL
PANEL -r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B I EXP.0 EXP.B I EXP.0 EXP.B EXP.0
13'-9"
13,_9,
13'_9,
13,_9,
13'_9"
13'_9"
.020(l)
12'-0'
11'-1'
11'-2"
10'-7"
10'-7"
9'-11"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
.024
13'-2'
12'-7'
12' 8"
11'-10"
70
17'-7"
1T -r
17'-r
17' 7"
17'-7"
17'-r
032
14'-9'
14'-9"
i4'-0"
14'-1"
13'-3"
19'-7"
19,_7,
19'_7"
19'_7"
040
17'-7"
15'-9"
16'-0"
15'-
11,_3"
11'_3•
11,_3"
11,_3"
.020(l)
NlZ-6"
glZ-6"
9'-0"
9'-1"
8'-8"
12'-6"
12' 6"
12' 6"
12'-6"02411'2,
103,
10'x'
910"
20
14'-8"
14'$"
14'$"
14'-8"
14'$"
14'$"
.032
13'-3'
12'-9"
12'-9"
12'-4"
12'-4"
11'-7"
16'-3"
16'-3"
16-3"
16'-3"
16'-3'
16'-3"
.040
14'-7"
13'-8"
1"
1' -1
11'_1•
11,_1•
11,_1,
11,_1,
11'_1"
020 (1)
>9'o
9_10•
-lo -
9'-3"
9'-5"
81_11,
9'-0"
8'-6"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
.024
10'-r
10'x"
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,-8"
12_2"
12'_3,
14,_2,
14,_2,
14,_2"
14,_2,
14,_2"
14'_2"
40
FO
15'-0'
14' 4"
14'-2"
13'-7"
13'-8"
1 T -W
10'-6"
10* -6"
10'-0"
10'-0"
10'-0"
10'-6"
.020(l)
9'-2"
8'-9"
8'-11"
8'-5"
8' 6"
8'-2"
11,_3,
11'_3,
11,_3,
11,_3,
11,_3"
11'_3"
.024
10'-1"
10'-2"
9'-7"
9'-9"
9'-2-
30
12'-6"
12'-0"
12'-6"
12'-6"
12'-0"
12'-6"
.032
12'-6'
12'-1"
11'-10"
11'-6"
11'-0"
11'-1"
I T-4"
13' 1"
13'-4"
IT -4"
13'-4"
13'-4"
.040
14'-2'
13' 8"
13' 6"
13' 0"
13'-3"
12' 6"
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
.020(l)
8'-3"
8'-1"
8'-1"
7'-10"
7'-10"
7'f"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
.024
9'-5"
9'-1"
9'-1"
8'-10"
8'-10"
8'-7"
40
11'-4"
1 V-4"
1 V-4"
1 V-4"
11'-4"
11'-0"
.032
11'-3'
11'-1"
11'-0"
10'-7"
10'-8"
10'-3"
12'_2,
12,_2,
12,_2•
12'_2•
1�2'12"i04012'8"
12' 4"
12' 4"
12'1"
8'2"
8-2-
8 2"
8'-2-
8 2"
8 2"
020(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"
T-10"
7'-8"
7'-8"
7'-0"
50
10'-7"
10'-r
10'-r
10'_7"
10'_7"
10'-7"
.032
9'-7"
9'-7"
9'-7"
9'-3"
9'-5"
8'-11"
11'-3'
11' 3"
11.3•
11'3
11.3"
11.3"
040
-10,
11'-0"
10'-10" 010" 10'-7"
10'-8"
10'-4"
n T
110/120/130 MPH EXP. B & C
6" / 8" x 2)S" FLAT PAN
,09R U.S.
—I (ALL UNMARKED RADII .06R)
zee' .38' T= (SEE TABLE BELOW
45'
TYP.
1.92' .7 ' L92' .75' L92'
E5'
6.00'/8,00
ALUM. ALLOY 3004-H36 OR EQUAL
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$5885
pp1
OF CAIO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCWPTION
4 STEL JOB # 157071-1
DATE 3l3P2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
e
2
0
3
0
4
0
5
0
8
0
7
0
8
B 0 G 0 D 0 E r 0 V 0 ry
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
FOOTNOTE: "SAMPLE"
_ FIGURE INDICATES ATTACHED -a
FIGURE INDICATES FREESTANDING
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S 5885
1.
OF CA\.\E�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DITI DE1CRIM011
4 STEL JOB # 15.1071-1
DATE 302015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
.SH -4
4OF50SHEETS
TABLE 1
TABLE 2
TABLE 3
(2)
2"x6 %2' AND
WALL HANGERS,
3"x8"
AND
EXTRUDED AND 3"x8"
WITH
6 %2" ROLL FORMED
BEAMS
STEEL HEADERS
STEEL
INSERT HEADERS
NUMBER OF N❑.14 TEK OR
SMS
SCREWS
NUMBER ❑F
N❑.14 TEK ❑R
SMS
SCREWS
NUMBER OF N❑.14 TEK OR
SMS SCREWS
PER
FOOT OF BEAM
LENGTH
PER
FOOT OF
WALL HANGER
AND
BEAM
LMH
PER
FOOT OF BEAM
LENGTH
00;�
E3
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH
120 MPH
130 MPH
EXP. BI EXP. C
EXP. B EXP. C
EXP. B EXP. C
EXP. B EXP. C
EXP, B EXP. C
EXP. BI EXP.
C
EXP. B EXP.
C EXP. B EXP. C
EXP. B EXP. C
~
~
~
5'
1
1
1 1
1
2
5,
1
1
1 1
1
1
5,
1
1
1 1
1
1
1
2
2 2
2
2
1
1
1 2
2
2
1 1
1 1
1
1
6'
1
1
1 2
2
2
6'
1
1
1 1
1
2
6'
1
1
1 1
1
1
2
2
2 2
2
3
1
2
2 2
2
2
1 1
1 1
1
1
7'
1
1
1 2
2
2
7'
1
1
. 1 2
2
2
7.
1
1
1 1
1
1
2
2
2 3
3
3
2
2
2 2
2
2
1 1
1 1
1
2
8
12
2' 2
2
2
8
1
1
2 2
2
2
81
1
1
1 1
1
2
2
2 3
3
3
2
2
2 2
3
3
1 1
1 2
1
2
g,
2
2
2 2
2
2
g�
1
2
2 2
2
2
g,
1
1
1 1
1
1
2
3
3 3_
3
4
2
2
2 3
3
3
1. 1
1 2
2
2
10
2
2
2 2
2
3
10'
1
2
2 2
2
2
10'
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 2
2 2
2
2
11
2
2
2 2
2
3
11'
2
2
2 2
2
3
11'
1
1
1 1
1
2
3
3
3 4
4
4
2
3
3 3
3
3
1 2
2 2
2
2
12'
2
2
3 3
3
3
12'
2
2
2 2
2
3
12'
1
1
1 1
1
2
3
3
3 4
4
5
2
3
3 3
2
4
2 2
2 2
2
2
13'
2
2
2 3
3
3
13'
2
3-3—
2 3
3
3
13'
1
1
1 1
1
2
3
4
4 4
4
5
2
3 3
3
4
2 2
2 2
2
2
FOOTNOTE: "SAMPLE"
_ FIGURE INDICATES ATTACHED -a
FIGURE INDICATES FREESTANDING
N ti
WU)MgoLLJ M
Z 0
w ¢F
huU)w�
-
wwM
M
6 U rn
z co
�Q M
rn
�fEss i�c
o
S 5885
1.
OF CA\.\E�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DITI DE1CRIM011
4 STEL JOB # 15.1071-1
DATE 302015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
.SH -4
4OF50SHEETS
0
2
0
3
4
0
s
0
6
0
7
0
6
r:•.:::::. _ _•
... -- .-- 4 .
A 8 o C - 0 0 o E o F
AFTER-SP_ANS_FOR.OPEN..LATTICE-STRUCTURES 110/120/130 MPH - - -EXP: B &
CRC
0.042'
zZ
TYP.
3" x 8" RAFTER
8.0'
Zz
024' 6.
L 2" X 6 1/2" RAFTER-
ZZ
.032'
DBL. 2" x 6 1/2" RAFTER
.042'
.042'
�.0'_�_MA __".0'--I
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 30D4 -H36
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-H36 OR
EQUAL
OR EQUAL
EQUAL
110 MPH
120 MPH
130 MPH
r-^
'^T^
I 110 MPH
X120 MPH
130 MPH
^T^
110 MPH
120 MPH
130 MPH
"T"
a
¢
a wo
LUSL
(IN.)
nzo
��
_��N•)-
gip-
LL/SL
(IN.)
no
EXP.0 EXP. B EXP.0
EXP. B EXP.0V24'-2"
EXP. B EXP.0 EXP. BI .EXP.C, EXP. B EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
29'-8"
29'-6"
28'-9"
29'-3"
26'-3"
16'-0"
15'-10"
16'-0"
15'-0"
15'-9"
13'-8"
22'-6"
22'-4"
22'-6"
21'-1"
22'-2"
19'-2"
16"
26'-3"
26'-3"
26'-3"
26'-3"
25'-7"
16„
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
13'-9"
16"
19'-10"
19'-10"
19'-10"
19'-10"
9'-10"
19'-4"
10
.042
.024
24'-2"
24'-1"
23'-6"
24'-0"
21' 6"
13'-1"
13'-0"
13'-1"
12'-3"
12'-10"
11'-2"
18'-4"
18'-3"
18'x"
17'-3"
18'-2"
15'-8"24"
.024
21' 6"
21'-6"
21'-6"
21'-6"
21'-0"
24"
11'-7"
11'-7"
11'-7"
11'-7"
11'-3"
24"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
15'-10"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
28'-6" 28'-7" 27'-9" 28'-3"
25'-7"
16"
21-10"
21'-10"
21-10"
21'-10"
21'-10"
21'-10"
'^�
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
17'-7"
1628'-7"
25'-3"
25'-3"
25'-3"
25'-3"
25'-3"
24'-820
.042
10
.032
18'-9"
18'-9"
18'-9"
18'-9"
18'-9"
18'-9"10.032,16'-7"
F�24"
16'-6"
16'-7"
16'-1"•
16'-4"
14'-10"
23,-4„
23'-3"
23'-4"
22'-8"
23'-1"
20'-10"
24"17'-10"
24„
17'-10"
14'-8"
14'-8"
14'-8"
14'-8"_
14'-8"
14'-4"
20'-8"
20'-8"
20'-8"
20'-8"
20'-8"
20'-2"
19'-8" 19'-8" 191-8" 19'-8" 191-8" 19'-8"
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
32'-8"
16"
16"
16"
21'-6"
21'-6"
21'-6"
21'-2"
21'-3"
20'-8"
21'-9"
21'-9"
21'-9"
21'-9"
21'-9"
21'-2"
30'-8"
30'-8"
30'-8"
30' 8"
30' 8"
29'-10"
25
.042
042
042
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
16'-1"
20'-1"
20'-0"
20'-1"
19'-6"
19'-9"
19'-0"
28'-2"
28'-1"
28'-2"
27'-4"
27'-10"
26'-8"
24"
24"
24"
17'-7"
17'-7"
17'-7"
17' 4"
17'-6"
16'-10"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-3"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
24'x"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-3"
16"
16„
16"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
30
.042
.024
13'-9"
13'-9"
13'-9"
13'-9"
13'-9"
13'-9"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'-1"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
.024
24"
24"
24"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
9'-8"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
15'-8" 15'-8" 15' 8" 15'-8" 15' 8" 15' 8"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
22'-0"
16"
16'-8"
16'-8"
16'-8"
16'-8"
16'-8"
16„
15'-0"
15'-0"
15'-0"
15'-0"
16"
1"
21'-1"
21'-1"
21'-1"
40
.042
20
20
.032
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-9"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-0"
.032
24"
24„
24„
13' 8"
13'-8"
13'-0"
13'-8"
13' 8"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
13'•4" 13'-4" 13'-4" 13'-4" 13'-4" 13'x"
19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10"
26'-8" 26'-8" 26'-8" 26'-8" 26'-8"
26'-7"
16"
16„
16"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
50
.042
042
042
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-0"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-9"
24"
24
r24-
11'-2"
11'-2"-_11'-2"F_11'-2"
11'-2"
11'-2"
1'-9"
4
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
15-10"
* NOTE: SINGLE RAFTERS
SPACED
16" O.C. MAY BE USED
AT
16"
11'-7"
11'-7"
11'-7"
11'-6"
11'-6"
11'-2"
16"
16'-3"
16'-3"
16'-3"
16'A"
16'-2"
15'-8"
024
024
8'-1"
8'-1"
8'-1"
8'-1"
8'-1"
8'-1"
13'-4"
13'-4"
13'-4"
13'-2"
13'-3"
12'-9"
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C.
WHEN DOUBLED.
24„
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-2"
24„
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
14'4"
14'-4"
"
14'-4"
14'-4"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
16"
14'-9"
14'-9"4'-6"
14'-7"
14'-2"
16"
20'-9"
20'-9"
20'-6"
20'-7"
19'-10"
25
032
25
032
11'-1"
11'-1"
"
11'-1"
11'-1"24„16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"12'-1"
24"
WVJ"l
12-1"'-10"
12'-W
11'-7"
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
16'-3"16"
17'-4"
17'-4"
"
I T-4"
17'-4"
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
2-6-
16"
17'-9"
17'-9"'-7"
17'-8"
17'-1"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
042
042
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
24"
24"
14'-7"
14'-7"
14'-7"
14'-4"
14'-6"
14'4"
20'-6"20'-6"
20'-6"
20'-6"20'
6"
20'-6"
0.042'
TYP.
8.0'
024' 6.
.024' 6. ,
032
.032'
.042'
.042'
�.0'_�_MA __".0'--I
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 30D4 -H36
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-H36 OR
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED ---�_
� FIGURE INDICATES
y r —FREESTANDING
m -
ti
W to °'
W (1)N o
Z Lurn M
OU��
w Q�
uLLJ �w�
W Lu M
W c�
M
U m
Z �
�Q M
rn
Q�FESS Il
c S5885
1
OF 0p,1
03-03-15
DURALUM
IAPM0 0195
ASSUMPTION
ARJAPPROVAL
REVISIONS
MART( DATE DESCRFnO"
4 STEL JOB N 15.1071-1
DATE 31312015
DRAWNBY MAP
CHECKED DKR
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
A o B o C o D o E u F o G C H ° 1 ° J
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
V
N M
ti
W �N o
a)LL
Zai
O U
w aLIJ
U) W
u
hw�M
w
CIO
cU rn
co
' Q00
0
cl
vi
rn
FESS I
S5 85
1
OF CAl�FO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MAM DATE DESCRIMN
4 STEL JOB d 151071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
z W
Q V
(oo
2"
X 6 1/2" RAFTER
Z W
a
N o
DBL.
2" x 6 1/2" RAFTER
LUSL
"T"
(IN.)
110 MPH 120 MPH 130 MPH
LUSL
(IN)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP.131 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'-6"
14'-8"
14'-6"
14'-0"
14'-6"
14'-0"
14'-6"
24"
7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6"
8'- 6" 8'-6" 8'-6" 8'-6" 8'-0" 8'-6"
24"
11'-2" 11'-2" 11'-2" 11'-2"
11'-10 11' -10 11'-10 11-10 11'-10
11'-2"
11'-10"
30
.032
16"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
30
.032
16"
18'-7"
18'x"
18'-7"
18'-4"
18'-7"
18' 4"
18'-7"
18'x"
18'-7"
1B'-4"
18'-7"
18'A"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
10' 8" 10' 8" ____l 0'x" 10'-8" 10'-8"
24„
15'-3" 15'-3" 15'-3" 15'-3" 15'-3"
15'-1" 15'-1" 15'-1" 15'-1" 15'-1"
15'-3"
15'-1"
.042
16"
16'-0"
15'-9"
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" 12'-3"
12-10 12'-10 12'-10' 12'-10' 12'-10 12'-10'
24"
18'-6" 18'-6" 18'-6" 18'-6" 18'-6"
18'-2" 18'-2" 18'-2" 18'-2"
18'-6"
024
16"
810.
9'-1"
8'-0"
9'-1"
8'-0"
8'-0"
8'-0"
8'=0"
024
16"
2'-10"
12' 8"
2'-10"
12'-8'
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
24"
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
T-2" 7-2" 7-2" 7'-2" 7'-2" 7'-2"
24"
9'-10"9'-10"9'-10"9'-10"
r�101_0"-4'10' 4" 10'-4" 10 -4'10'-4"
9'-10"
032
16"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-0"
10'-10"
11'-6"
032
16"
16'-4"
16'-1"
16'-4"
16'-1"
16' 4"
16'-1"
16'x"
16'-1"
16' 4"
16'-1"
16'4"
16'-1"
40
40
24"
8.'-3" 8'-3" 8'-3" 8'-3"�-3""8'-3"
'-4" 9' 4" 9' 4" 9'- 9'-4"
24•">
12'-6"
13'-2"
12'-6"
13'-2"
12'-6"
13'-2"
12'-6"
13'-2"
12'-6"
13'-2"
12'-6"
13'-2"
.042
16"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
042
16"
19'-9"
'l 9'-4"
19'-9"
19'-4"
19'-9"
19'x"
19'-9"
19' 4"
19'-9"
19'x"
19'-9"
19'-4"
24"
10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9"
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"
7'-3"
8'-2"
7'-3"
8'-2"
T-3"
8'-2"
7'-3"
8'-2"
7'-3"
8'-2"
024
16"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
24"
5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2"
5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
g �" g �, 9'-4" g 9' 4"
8'-3"
9'-4"
032
16
9'-9"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
032
16"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14' 6"
14'-0"
14'-6"
14'$"
14'-6"
14'-B"
14'-6"
50
50
24"
T-0" T-0" T-0" 7'-0" T-0" 7'-0"
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" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9"
12'-6" 12'-6" 12' 12'
.042
16"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-0"
17'-9"
17'-6"
17'-9"
17'-0"
24"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24„
13'-7" 13'-7" 13'-7" 13'-7" pl
'-7"
14'-3" 14'-3" 14'-3" 14'-3"4'-3"
13'-7"
14'-3"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
V
N M
ti
W �N o
a)LL
Zai
O U
w aLIJ
U) W
u
hw�M
w
CIO
cU rn
co
' Q00
0
cl
vi
rn
FESS I
S5 85
1
OF CAl�FO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MAM DATE DESCRIMN
4 STEL JOB d 151071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
024'
6.
'
.024'
6.
,
.032'
.032
.042'
.042'
".0'_4_3.0
I --2.0'--I
--I
* 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
V
N M
ti
W �N o
a)LL
Zai
O U
w aLIJ
U) W
u
hw�M
w
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FESS I
S5 85
1
OF CAl�FO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MAM DATE DESCRIMN
4 STEL JOB d 151071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
A o
6.5" ROLLFORM
A GUTTER FASCIA
ALUM. ALLOY
3004-H36
3.0'
MAX.
n DBL. 2"x6.5"0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
%_,`� D BL. 2"x6.5"0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
Q C o 0 a
SPLICE
WHERE
0.075'
TYP.
B MAG BEAM
ALUM. ALLOY
6063-T6
DBL. 3"x8x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"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.
SPLIC
WHER
OCCUR
0.0
T1
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
e F o
HEADER BEAM TYPES
.032' 3.�0
ALUM
F-- -3.0':�!
B 3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
4" I -BEAM
ALUM. ALLOY
6063-T6
EXT. CLIP
SPLICE T=0.125'
I T=12 GA. INSERT
WHERE I ASTM A653 SS WHERE ALUM.
OCCURS-� , GRADE 50 G60 3. ' OCCURS 60�T6
\�I .032'
4. ALUM. 6.6 6' 7
0.110'
I I- TYP.
�- TYP.
4' I I
I I
L----------�
4�5" MAG GUTTER
v ALUMALLOY
606-T6
3" SQ.x0.032" ALUM. BEAM
E W/ 12 GA. STL. "U" CHANNEL
ASTM A653 SS GRADE 50 G60
Flt.5'
T=12 OR
14 GA.
7.8 5' ASTM
A653 SS
GRADE'
G60
3"x8"x0.042" BEAM
-4.0,-4- @�AST
W/ 14 GA. STL. INSERT
MAX. ' M A653 GRADE 50 G60
3L. 3"x8"4.042" BEAM 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT
OR EQUAL f N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
` OF THE 3"x8" BEAM.
COLUMN / POST TYPES
n nae'
C 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
F ASTM A653 GRADE 50 CP60
3" SQ. ALUM. POST
DWITH SIDEPLATES
ALUM. ALLOY 3004H36
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.
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.
0.075' 3 Y
TYP.
I----3.0 1
E MAG POST
ALUM.ALLOY
6063-T6
G
=3"SQ.xt=0.188"
H
=3"SQ.xt=0.250"
=3"SQ.xt=0.313"
,j
� Q.xf=0:188`
K'=4 "SQ.xt=0.250'\
�. 3U'
OR
4.0'
t � I
3.0' DR 4.0'
.SQ. STEEL POST
`ASTM A500 GRADE B i 1
\`� '
2
N
W U o
Ll L ZaCD
pUm.
w Qw
U) LLI LL
hww�
o UM
a'
`- Z 0000
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$58 8 5
1
OF CAI\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
K -RK I acre aESCRFWN
4 STEL JOB # 15-1071-1
DATE Y3M15
DRAWN BY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
----.....- -
. .
- ------------ - - - _ .. -- - ----------
0
2
0
3
0
4
0
5
0
6
0
7
0
8
C o D 0 E 0 F 0 G
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
TABLE 1
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DESIGN (E) WALL COVER
_f_
L NOTES BRACKET CAN BE
A34 FRAMING ANGLE
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS
LOADS OPENING
PROJECTION
B-
0ES,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
0NOTE:
0RACKET
PROVIDE WATER
PROTECTION, METAL FLASHING
MAXIMUM PROJECTION
FOLLOWING CONDITIONS OCCUR:
30, 40 850 psf > 6'
> 14'
WIND SPEED (MPH)
VERY 2x
CAUCK JOINTS AND SLOPE
R.F. OR EXT. HANGER
120, B
120, C
130, B
130, C
S 0 0TO
DRAIN (OPTIONAL)
CHANNEL, 2X OR 3X
2"x 4" FULL
G ING EAVE
ALLOWABLE PROD. TO BEAM
RAFTER BRACKET
25'-2"
LEDGER OR WALL HANGER
RHANG
RPTE:
SEE TABLE 1
26'-0"
26'-0"
WITH FASTENERS
1 114" " MAX.
2x6 OR 2x8 LEDGER
21'-2"
p
m
WIND SPEED
(EXP. B & C)
PER TABLES 3 8 4
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND
(EXP.
ALUM. PANEL 2X OR
EXIST. RAFTERS AT
I
2x WOOD STUD OR
10
2"x6" FULL HE
2"x8" NOTCHED
3x ALUM. RAFTER
24.O.C. AT ROOF
1' MIN.
CONCRETE WALL
26'-0"
TER
3 1/2' W.2X
EXIST. FASCIA BOARD
OVERHANG
110 120 130
110 120 130
110 120 130
110 120 130
110
FULL DEPTH�ALLOWABLE
130
2"x8" FULL OR
NOTCHED
26'"
-02"x10"
26'-0"
PROJ. EXISTING EAV
WOOD SCAB,TO
1' MIN.SEE
26'-0"
5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A)
25
BEAM OVERHANG
TABLE 1 (24' MAX.)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
WHERE OCCURS,
2" x 4" FULL
26-0"
NOTES PLACE 'SIKA FLEX' NOTE: BRACKET MAY BE
26'-0"
25'-2"
SEE TABLE 2
20W"
7,
MATERIAL BETWEEN BRACKET AND
MOUNTED BELOW RAFTER
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
COMP. SHINGLE ROOFING TO PROVIDE
W/ SAME CONNECTION'S.
(B)
30
Ya' 0 SIMPSON STRONG -BOLT 2
SS AT 36' D.C. (n,b)
SEAL
EAVE CONNECTION
26'-0"
WALL CONNECTION
26'-0"
A
26'-0"
B
ALTERNATE EAVE CONNECTION
L EXISTING ROOF OVERHANG DESIGN LOADS,
26'-0"
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x5)4'
C'
RML = 3 psf (MIN) TO 8 psf (MAX) RLL = 20,
25,
MINIMUM RAFTERS), NOMINAL 2"xB" (AT 3"x8• MINIMUM RAFTERS)
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, & 50 psf
(A) (A) (A)
OR KILN -DRY WOOD -FILLED 2"x6Y2"OR 3"x8" ALUMINUM SECTIONS.
WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
(B)
(B)
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) - SIMPSON 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, B
120, C
130, B
130, C
10
!¢' 0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (n,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.
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"
p
m
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND
(EXP.
SPEED
13 &
C)
20
C RON G -BOLT 2
SATS 8PSO.C.STRONG-BOLT
10
2"x6" FULL HE
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
1-
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
110
120
130
2"x8" FULL OR
NOTCHED
26'"
-02"x10"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A)
25
y' 0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (n,b)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
2" x 4" FULL
26-0"
26'-0"
26'-0"
25'-2"
25'-4"
20W"
7,
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
(B)
(B)
30
Ya' 0 SIMPSON STRONG -BOLT 2
SS AT 36' D.C. (n,b)
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)
20
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
-0
26'"
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B)
(B)
(B)
40
W 0 SIMPSON STRONG -BOLT 2
SS AT 36' D.C. (n,b)
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
(A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
L
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B)
(B)
(B)
50
Ya' 0 SIMPSON STRONG -BOLT 2
SS AT 24' D.C. (n,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)
255
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,xY4' STAINLESS
STEEL WASHER WHEN
INSTALLING NEW WOOD
LEDGER AGAINST EXISTING
CONCRETE WALL,
c. WHERE ROOF PANEL RAIL
OCCURS, USE 'Y2' DIAMETER
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"
30
2" x 4" FULL
16'-0"
16-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) i'a' DIAMETER LAG SCEWS
(D) - %' DIAMETER LAG SCREW
CE) - :Y4' 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"
�o 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 1120 1130 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 ORLAG
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)
550
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)
(C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
2"x8" FULL OR
2"x10" NOTCHED
20'_9"
20'-9"
20'-9"
20'-9"
I20'-9"
I20'-9"
12 (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
V M
ti M
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C S5885
1
OF C1iL\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
M4RK DAII D110 WTION
4 STEL JOB # 15-1071-1
DATE 302015
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
CONNECTION DETAILS
SH -8
8 OF 5D SHEETS
.... .. .........
."_ ___..._..__._............ t. ._ _._.._..._ _..._____.___.____......... _.... _..
,-
7m
.3m
I
.3=
u
ALUM. 3004-H36
1.5 "
r- o.oa"
6 a l: o u o t o r
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS,
4— 2.740" SEE TABLE 3, SHEET 4
FASTENERS
SHEET 8
SEE TABLE 3
FASTENERS,ffOCCURS)
SEE TABLE 3 SHEET 8
FASTENERS,
SEE SHEET 4
5'
CONTINUOUS A- RAIL
ROOF PANEL � (WHERE
T=.060" J
FASTENERS
SEE TABLE 3 SHEET 8
T=,060' TYP,-iF-
6
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
u 4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (B -TOT.)
7m
I S 4.5"0196"
3^x 3"STL.POST (24") \_ ALTERNATE :
INSERT ATTACHED OR (2)-2x6.5" OR
n 3^x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
(2) -1/2 -BOLT
2"x 6.5" SIDEPLATE
BI DBL. RAFTER / DBL. HEADER CONN. O
#6 S.M.S. EACH SIDE
.— LATTICE 1 1/2" OR 2"
' FASTENERS, w
SEE SHEET 4 AL6063-TUM.ALOY
► — FASTENERS,
SEE TABLE 3, SHEET 4
__4 V__
1 75^
ALUM.ALLOY 6063-T6
6063-T6
1.880"
ALUMALLOY
ALUM. ALLOY
ALTERNATE: 1/2" BOLT
6063-T6„
6063-T6
OROHANOGERED
O EXTRUDED HANGER/ CONNECTION
OC I.R. HANGER
"H"BRACKET
ALTERNATE:
FASTNERS, SEE TABLE 3,
oSHEET
8
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
(2} #14 S.M.S. EACH RAFTER
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3) Y22"0 LAG SCREWS
SMS EA. SIDE
1 1/2" 1D# L.L.30#
(4 -TOTAL)
L4
20#,25#,30# .L=(3)#14 SMS EA. SIDE
BEAM SPLICE TO
#14 SDS,
40#,50# L.L =(4)#14 SMS EA. SIDE
OCCUR DIRECTLY OVER 5/8” 0 PLASTIC
3 PER SIDE
I POST. NOT PERMITTED PLUG WHERE
J 1'
3/4" OR 1 1/2"
@ 6 SCREWS I @ 2-POST'UNITS SCREW IS INSIDE
3"x3"x0.024"
_
PER SIDE 1
(2} #14 S.M.S. EACH RAFTER
•5^ #14 SMS MAY
2" x 6 1/2" OR
BE USE AS
b
5" MIN. 3"x 8" ALUM.
3.5" " ALTERNATE TO
RAFTER
BOLTS
3.5"1/4"0
AEC
ALUM.--
3/4" OR 1 1/2"
— --------X
8" BEAM3"x8"
U -BRACKET
lOR [P
1,HEADER
LU
EXISTING WOOD STUD FRAMINGSEE
NOTES
3"X8" ALUM.
E) STUCCO
BELOW I I 6 1/2"SIDEPLATE EA.
(E) STUCCO
x 3-112" LAG SCREWS L.L=10 psf
I SIDE SEE POST SCHEDRAFTER
0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf
#14 SMS EA. SIDE
PENETRATION BRACKET
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
TOP, MID HEIGHT
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
BEAM TO POST CONNECTION 8
6
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
u 4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (B -TOT.)
7m
I S 4.5"0196"
3^x 3"STL.POST (24") \_ ALTERNATE :
INSERT ATTACHED OR (2)-2x6.5" OR
n 3^x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
(2) -1/2 -BOLT
2"x 6.5" SIDEPLATE
BI DBL. RAFTER / DBL. HEADER CONN. O
#6 S.M.S. EACH SIDE
.— LATTICE 1 1/2" OR 2"
STUB COLUMN TO DOUBLE HEADER CONN. O
EXISTING
ALUMINUM MEMBER WITH
S4-1-NIQ
WOOD FILL OR
2"x6.5" OR 3"x8" RAFTER
NOMINAL LEDGER
(NEW OR EXISTING)
ALTERNATE: 1/2" BOLT
SHEET8
ALTERNATE:
FASTNERS, SEE TABLE 3,
oSHEET
8
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
A
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
STUB COLUMN TO DOUBLE HEADER CONN. O
EXISTING
ALUMINUM MEMBER WITH
S4-1-NIQ
WOOD FILL OR
NOMINAL LEDGER
(NEW OR EXISTING)
SEE NOTE, DETAIL B,
SHEET8
FASTNERS, SEE TABLE 3,
oSHEET
8
d EXISTING
1" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER O
ATTACHMENT DETAIL
DBL. 3'xB'x0.042 BEAM
OR DBL. 2'x6.5'x0.032'/0.042'
BEAM I
3' SQ, POST
DOUBLE HEADER -
COLUMN DETAIL
5/8' 0 ACCESS
HOLES
INSTALL 6 - #14
X %'
LONG SDS 2 EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
204 ►—
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OF CALF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MAN( DA117, DESCRIPTION
4 STEL JOB 0 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
2
0
3
............
F ---
A o 8 o C o D o E 0 .F o G o H 0
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
POST
TABLE 1 TABLE 2
ATTACHED ONLY ATTACHED AND STEEL POST ONLY:
"T BRACKET@3"SQ.POST ' FOOTING & ANCHOR BOLTS FREESTANDING I USE POST TYPE
W/ (4)-#14 SMS EA. SIDE OF POST I F; G, H, I, J OR K
OR 1/2" M.B. THROUGH POST ALUM.-rBRACKET USE WITH ALTERNATE FTG.
POST POST TYPE B,C,D, OR E.SINGLE POSTS CUBE SIZE SQ. 18• DEEP ' CUBE FTG. I
FOOTING SIZE
BOLTSEMBED.
STEEL. -r BRACKET OR 9" SQ. 18" 18" SQ. 12" 1/2 DEPTH OF I 1
BASE PLATE USE WITH 1r-22-CUBED(1) (2}3/8.0 1718" 20" 21"SO. 12• FOOTING OR j
POST TYPE B,C,D,E,F,G,H,J OR K 12" MIN. EMBD. I I
ALUM. ALLOY 3.00" OR
6063-T6 �� 2.40"—
o"' 1.375"
0
0 x.:751,
1.60"
1.5 .090" TYP.
INSTALL 1Y" x 1Y2" x Ys" 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 HOLE
FOR 3/8" ME
ASTM A500 GRADE B
INSTALL tY" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
157"
TYPI
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0 H
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(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
INSERT TO
BASE PLATE 3/16"
POST
I -^ I
INSERT
I
9" SQ. X 5/8"THK. `-" `-'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 X. 6Y2" 1Y4.
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
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DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MORK DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
(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
CONDITION
'
SEE TABLE 1
d
DEI ITH
v POURED CONCRETE
FOOTING SEE TABLES
23" & 24- CUBED (1)
(2}1fY0
3114'
22•
25" SO.
16"
(1)-1/2"OM.B.
x9" LONG, 1'
FROM END
OF POST
�! �� 1
:'
�. �.
•.
J
Q
W ~
W Q
N
I-wo
m 7
WGOOD
Z
24' 28' SQ. 20"
25• - 30- CUBED (2)
(4}1r2-0
3114"
26' 32" SQ. 23'
31"- 34" CUBED (2)
(4}518.0
4
28" 35" SQ. 25"
30" 39" SQ. 28"
35"-39'CUBED (2)
(4}3/4.0
4314"
32" 43" SO. 30"
47' SQ. 32'
ao"-42" CUBED (2)
(a}3/a 0
4 3l4"
36" 51' SQ. 34'
NOTE: BOLTS SHALL BE SIMPSON STRONG•BOLT 2 SS
(ICC -ES ESR -3037)
1) MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE
38"
55" SQ.
37"
FOR SIZE
3112" MIN. SEE FOOTING
IN BEAM SPAN TABLE QUARE
-
`.. POURED
CONCRETE
FOOTING
SQUARE, SEE FTG.
SCHEDULE IN BEAM
SPAN TABLES
40. 39"
60" SQ.
42" 64" SQ. 41
69"SQ.
69" S
43
O
EXISTING SLAB
ATTACHED COVERS ONLY
O
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASE PLATE.
O
SQUARE POST EMBED.
INTO FOOTING
CUBE FOOTING SLAB
ALUM. ALLOY 3.00" OR
6063-T6 �� 2.40"—
o"' 1.375"
0
0 x.:751,
1.60"
1.5 .090" TYP.
INSTALL 1Y" x 1Y2" x Ys" 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 HOLE
FOR 3/8" ME
ASTM A500 GRADE B
INSTALL tY" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
157"
TYPI
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0 H
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(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
INSERT TO
BASE PLATE 3/16"
POST
I -^ I
INSERT
I
9" SQ. X 5/8"THK. `-" `-'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 X. 6Y2" 1Y4.
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MORK DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
r.
:_:._::: ::::: -::::: . --- ----
1
0
2
0
3
0
4
a
5
0
6
0
7
0
8
B o C o D o E o
o G o
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
¢F
m
2"X6.5"X0.032" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. BI
EXP. C EXP. B
EXP. I EXP. B
EXP. C
5'
2
2 2
3 3
3
6'
2
3 3
3 3
4
7'
2
3 3
4 3
4
8'
3
3 3
4 4
5
9'
3
4 4
4 4
5
10'
3
4 4
5 5
6
11'
4
4 4
5 5
6
12'
4
5 5
6 5
7
13'
4
5 5
6 6
7
<=
m
2"X6.5"X0.042" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. BE
-XP. 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'
3
4 4
5 5
5
13
4
5 4
6 5
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
/BEAM SPLICE TO
,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
@ 2 -POST UNITS
6 SCREWS SCREW IS INSIDE
PER SIDE I
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROLL -FORMED OR
INSULATED ROOF PANEL
TERLOCKING SEAMS, TYP.--,,,,
WALL
HANGER
vy� 1
eifI-4'�O�
r (E) STRUCTURE
5" #14 SMS MAY
BE USE AS
3.5"
3.5" ALTERNATE TO
DLUI
1/4"0 BOLTS
3.5"
3.5"
V
AN
8" BEAM
5"x0!042"
5"
0 OR
I
SEE NOTES
BELOW
I I 6 1/2" SIDEPLATE EA
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM.
YSQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2y2" x 6 1/2" x 0.042"
a 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.
. PEF
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROLL -FORMED OR
INSULATED ROOF PANEL
TERLOCKING SEAMS, TYP.--,,,,
WALL
HANGER
vy� 1
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r (E) STRUCTURE
ROOF PLAN
FASTENERS,
e« �,,cET 4
ROLL -FORMED #14 SMS 2 32' O.C. MAX.
DR IRP (4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
SEE SHEET 4
OROOF HANGER
#14 SMS E 32. O.C.
4 MIN. PER
ALUMINUM
TOP & BUTT. 0.024'
PION, P
ROLL -FORMED PANEL INSULATED ROOF PANEL
` (INTERLOCKING SEAM INTERLOCKING JOINT
V M
N M
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S5885
- 1
OF CpI�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
KAM 0.47E OEZWTION
4 STEL JOB # 15-1071.1
DATE 302015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
C
DLUI
AN 1!
3"x
�SEE
"x0.02"
®
V
AN
1/ (2) 2"x6
5"x0!042"
SIDE
PLA ETES.
C
XW
IN 2
. PEF
SPAN
TABLE
_
�&\
PROJEC
GD
Q�J�
O
I
ROOF PANEL ATTACHMENT
LENGTH L
ROOF PLAN
FASTENERS,
e« �,,cET 4
ROLL -FORMED #14 SMS 2 32' O.C. MAX.
DR IRP (4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
SEE SHEET 4
OROOF HANGER
#14 SMS E 32. O.C.
4 MIN. PER
ALUMINUM
TOP & BUTT. 0.024'
PION, P
ROLL -FORMED PANEL INSULATED ROOF PANEL
` (INTERLOCKING SEAM INTERLOCKING JOINT
V M
N M
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S5885
- 1
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
KAM 0.47E OEZWTION
4 STEL JOB # 15-1071.1
DATE 302015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
1
0
2
0
3
0
4
o
5
0
_ 6
o
7
0
8
V o U 0 E a F o G
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETA
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
9" 24"
3' 1' 11 3" 1.5 1.1" 8'
(8 O S.
s II #12 S.M.S. II
TYP. THICKNESS =.035 (24TOT TYP. THICKNS =.035'
s.38•
u I u d
+ u + + — IIT ++ ++n++ ++
ALUM. ALLOY 3004-H3 ALUM. ALLOY 3004-H36 W
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I-BEAMALUM 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}1/2"0 BOLTS
SO. POST
SPLICE WHERE
(2#10 S.M.S.@ EA
VALLEY. TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 5/8' 0
THRU•EOLTS @ 4- REAM,
AND (3) - 5/3' 0 THRU BOLTS
@ T I -BEAMS
OCCURST
.070"
TVP.
ALUM. ALLOY
6063-7M
4" I -BEAM
1'-0"
0 0
2'-0"
..
H - BRACKET TO POST
12-#14 SDS
FASTENER SPACING = 3/4'
3"x 8"x.042" BEAM,
3" SQ. STEEL OR
MAG BEAM.
16' 1'
3'-0'
MOMENT CSPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
r— a' � I I
o H o
BEAM TO POST DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD. ALUM OR HARDBORD )
CH SIDE OF 3*
$QTERNA . POST] 1147.0 BOLFT W/ WASHER
EA. SIDE OF 3' SO. POST
— — 3* So. POST
. 23S
4414 x 1R' S.KS. EACH SIDE OF 3'
SO. POST) TOTAL)
ALTERNATE tl4'0 BOLT W/ WASHER
T3�.OWO'
A SIDE OF 3' SO. POST
UTTER FASCIA
3' SQ POST MAG BEAM
3150. STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12-#14 SDS
FASTENER SPACING = 3/4'
FASTENER TO FASCIA - SEE TABLE
- FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
O ED O O .914 x 1/2" S.M.S. TOP
(6)-#14 SDS @ EA. SIDE & BOTT. (2) -TOT.
SPLICE WHERE
TOP & BOTT. TOT.=24
o
OCCURS 4. '
11' ROOF PANEL o onGROUP
TYP.
0o
O O ROLLFORMED OR 100
EXTRUDED GUTTER
ALUM. BRACKET X
3" X 3" ALUM. OR #14 S.M.S. @12"O.C.
ALUM. ALLOY 16 1' STEEL POST FASCIA
6063-T6 31_01 61/2" 2'x.024 2' 1- 'L' SEE TABLE
%" I-BEAMMOMENT CPUCE "U" BRACKET - RAFTER TO BEAM RAFTER
S
1 Y2" SQ. OR 2" LATTICE TUBE 1 2"x3" LATTICE TUBE P LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17
_ 3.125' FOR 3 x RAFTER
2.125" FOR 2 x RAFTER
ALUM. ALLOY 3105-H25 1 1/2" SO., 2" SO..
ALUM. ALLOY 3105-H25 OR 21X3" LATTICE
#8 x 2 "SMS, 21/2" @ 3.O.C. MIN. 1 1/2" t = .040" @ 6063 T6
.28"
ip
1.50" 1.50" �'] OR 3 1/2', TYP. UP TO 6"O.C. MAX.
28" 12" I .28" ]11 �11
L J �qQ (6)-#14xY4 TEK SCREWS rE�j �/2• MIN.
r -' ~ 018 RAFTER BRACKET TO RAFTER
O
O
��� O
(6) - #14x 2/4" TEK SCREWS .750'
BRACKET TO BEAM
204
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03-03-15
DURALUM
IAPM0.0195
ASSUMPTION
AW APPROVAL
REVISIONS
WM I DATE DESG1FfIDN
4 STEL JOB # 151071-1
DATE 3MO15
DRAWN BY MAP
CHECKED DKR
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
12 OF 50 SHEETS
A o B o C o D o E o r o
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS
TRIBUTARY WIDTH TABLE
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
J
J �
j C
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs. )
W
FAN BEAM (19'-0" MAX SPAN)
HEADER
T=.075
TYP,
FAN BEAM
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
`— #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
PROJECTION—
O.H. i
CLEAR SPAN
I I TWIDTHRY TRIBUTARY=
1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
2
W o
W U) N ao
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S5885
1
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPTWN
4 STEL JOB # 15-1071.1
DATE 3132015
DRAWN BY MAP
CHECKED OKR
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
16
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 1
12
NP
NP
NP
NP
NP
5'
-
-
-
- I
- 1
11 11 12
12
NP
NP
NP
NP
NP
NP
NP
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
J
J �
j C
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs. )
W
FAN BEAM (19'-0" MAX SPAN)
HEADER
T=.075
TYP,
FAN BEAM
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
`— #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
PROJECTION—
O.H. i
CLEAR SPAN
I I TWIDTHRY TRIBUTARY=
1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
2
W o
W U) N ao
r^ � M
wV
O V rn Q
�
uU)w�
Lu
W Wco
M
o U rn
00
Q M
U) rn
w o
S5885
1
OF CA1 \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPTWN
4 STEL JOB # 15-1071.1
DATE 3132015
DRAWN BY MAP
CHECKED OKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
• A o 8 o C o D o E o F o G o H o 1 o JLl
BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS
ATTACHED &FREESTANDING
10 PSF LIVE
SOLID COVERS
LOAD - 110,120,130 MPH - EXP. B & C
1.52'
A 6.5" ROLLFORM
0WHERE
z
61'
1. 9'
6. ' 2. 7'
0.73'
.038'
2.18-
SPLICE
OCCUR I I
11
0.07 I II 3'
TYP. I I I
L= - J
SPLICE
occuRs
4, '
0,070'
TYP.
GExr. Gua
SPLICE
WHERE
OCCURS
4•
OTYP.'
2. 4' 1
T=12 GA.
ASTM A653 SS
GRADE 50 G60 3. '
032'
ALUM.
=
O
r
MAX.COL.
SPACING
O(2)S(3
}
�=
F
m
Ir
ATTACHEDSOLID
FREESTANDING SOLID
}
a=
F ~_
m
IX
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
13'-7'
S'
11'-9" 18
11'-9" 20
B
11'-9" 26
11' 4" 28
G
5
6'
6'
10'-9" 18
10'-9" 21
B
10'-9" 26
10'x" 27
G
9'-8
719
-`10'-0" 21
B
9'-8" 27
G
7'
0
3
93'
6.5" ROLLFORM
A ALUM. ALLOY
6063-T6
3,0'
MAG BEAM
B ALUM. ALLOY
6063-T6
4" [-BEAM
C ALUM. ALLOY
6063-T6
4.5" MAG GUTTER
D ALUM. ALLOY
6063-T6
3" SO.x0.032"ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
.1
''/^�
v/
�
Q
8'-6"
8'
yl�.l 19
9'-4" 22
B
9' 4" 26
9'-1" 26
G
8'
7'-7"
9
8'-10" 20
8'-1 O" 22
B
8'-10" 27
8'-7" 26
G
9'
6'-9"
10'
8'-6" 20
8'-6" 23
B
8' 6" 27
8'-1" 27
G
10'
I
6'-2"
11'
21
8'-1" 23
C
27
7'-9" 28
G
11'
5'-�11
12'
7'-$" 21
7'-6" 24
v
7'-$" 28
7'-6" 2$
G
12'
0
SPLICE 70.125'
WNERE ALUM.
OCCURS ALLOY
606176
r�
6,616- 7.
4
0
0,110' 042' 6' 032' 6' 0.042'
TYP. TYP, TYP. TYP,
I
1.75' I-,2.0'-1--MAX.-F-�.O'--IMAX.�,O'--I
o•
DBL 2"x6.5"x0.042" DBL 2"x6.5"x0.032" 3"x8"x0.042" BEAM
7" I -BEAM I ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 K ALUM. ALLOY 3004H36
F ALUM. ALLOY
6063-T6 OR EQUAL OR EQUAL OR EQUAL
t1=
ly
e-
1
MAX.COL.
ON SLAB
(2),(3)
� =
F I-
m
�
ATTACHED SOLID
FREESTANDINGSOLID
>-
w =
j p
m
It
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 1'-7" 1 21
B
11'- 0'-10" 229
G
5
11'-4"
6'
10-9'0.7^ 122
B
10-9'0,_0„ 228
G
6'
9'-8��
7
10'-0" 20
9'-10' 22
B
10'-0" 27
9'-3" 28
V
7
8'-6"
8,
9111 20
9'-2" 23
B
9 4 26
27
G
8'
5
0
W/ (1) "C" INSERT
ALUM. ALLOY 5.
6063-T6
W/ (2) "C" INSERTS T=12 OR
rl ALUM. ALLOY 14 GA
6063-T6 7=1zoR ASTM
14 G0. A653 SS
F1
NOTE: ASTM GRADE 50
WHERE 'C' SPLICE OCCURS AS SHOWN IN S,O' 7.8 S' A653 ss cso 8'O�
GRADE so .042'
SPAN TABLES, IT SHALL BE INSTALLED THE 0.042' �0
FULL LENGTH OF THE 7" I -BEAM. TYP,
J
in
�
�
O
r
7,_7„
9'
8'-10" 21
8'-8" 23
B
8'-10" 27
8'-2" 28
G
9'
6'-9"
10 '
$'-6"
8'-3"
g
$'-6" 27
7'-9" 28
G
10 '
6'-2"
11'
7'-10'
P22
B
8'-1" 27
7'-6" 29
G
,
11
' '
'
127'-7"
7'-$"
C
7'$"28TY5-8'
30
G
12'
6
I
625'
0
3,0' 4'0, 3,0' 4.O'
�MAX,� � '875' MAX�3'0,
DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3x8"x0.042" BEAM
W/ 14 GA. STL. INSERT �r,1 W/ DBL. 14 GA. STL. INSERT
�
MAX.COL.
SPACING
ON SLAB
(2).(3)
� o
� �
F
ATTACHED SOL/D
FREESTANDING SOLID
~ ~
m �
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" 2_OH
11'-2"
B
11'-7" 29
10'-6" 30
G
5'
L ALUM. ALLOY 3004-H36 M ASTM A653 GRADE 50 G60 � ASTM A653 GRADE 50 G60
OR EQUAL
O
7
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
FOOTNOTE: "SAMPLE" W/ 12 GA. STL. INSERT
�L W/ DBL. 12 GA. STL. INSERT_
FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60
EXPOSURE B NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
r
1
11-4"
6
20
23
B
10'-7" 28
9'-7" 30
G
6'
9,_8„
7,
10'-0" 21
9'-6" 23
B
9'-9" 28
$'-1 O' 29
G
7,
81-611
�
8
9'-4" 21
$'-1 O" 24
B
MAXIMUM COLUMN SPACING ON EXISITNG SLAB.
GWHERE
8�
0
8
ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3'x8'BEAM. THE FULL LENGTH OF THE 3"x8"BEAM.,l_79,$,-10"
TO ALL SPAN TABLES:
FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON FJCISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0"WIDE BY THE6'-9"1O'$'_0"25B
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN$'_1'23
WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 8 30 psf.
BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
O7'
22B^98'�"24
N2'
VFOQTNOTES
8'-6"221.
G
1O'
6'-2"11'GMAY
-7"25C
B
5'-8"
12'
7'-$ 3"
r+
7'-7"
OCCUR AT 10 8 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1!4" MINIMUM.
�
2 ti
W �
2 w�M
w aLLI�
U) LL.
W
hw�M
W
coo
U cr)
00
co
�Q ch
�FEss f(�
o S5885
�
7'-1"
l�
29
6'-9" 31
G`
12,
MAXIMUM COLUMN SPACING ON EXISITNG SLAB.
�
1
OF CAl�FO�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
xnR,c OnrE DEsuwnoH
4 STEL JOB p 15.1071.1
DATE atanots
DRAWN BY MAP
CHECKED DKR
BEAM TYPES FOR
ATTACHED &
FREESTANDING
SOLID COVERS
SH -14
14 OF 50 SHEETS
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" SQ. ALUM. W/ 12 GA.
E STL."U" CHANNEL
F 7" I -BEAM
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
MAX.COSPACING
SPACING
F
� p
MAXPOST 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. MAX•POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
o
^^
a.L
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 �
(Z) (g)
W
(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'-4"0'-4" 119
B
9'-0
226
G
13' 13'-7" 1 21
B
12'-0 2
228
G
13'- 13'-3" 121
B
12'-;"1 228
G 113'-41---
120 B 12'-11
228
G
23'-4"23'-4" 225
E
21'-
G
5
C
9'-2"
-1"
-9"
-3" -10
20'-8"K30
6
9'-9" 18
B
8'-10" 24
G
12'-9" 19
B
11' 8" 26
G
12'-2" 19
B
11' 6" 26
G
12'-7" 19 11'-6" 26
B
G
22'-0" 23
E
20'-0"
G
6'
g'-9" 20
8'-8" 26
12'-9" 22
11' 4" 28
12'-2" 21
11'-2" 28
11'-3" 21 11'-0" 28
22'-0" 26
19' 6"
i
9._8"
7'
9'-3"9
121
B
8 6
226
G
12'-1'2 223
B
11'-
227
G
111 11'-3" 222
B
10'-
227
G
2
12' U"0' B 11' -0"0 227
�j
20'-10',10' 237
E
G
7
-3"
8'-3"
2"
0•-9"
0 -7"
4" 21 -2"
8'-6"
$'
8'-10" 19
B
8'-2" 25
G
11'-8" 21
C
10'-7" 27
G
10'-7" 20
B
10'x" 27
G
11'-6" 21 C 10'-6" 27
G
20'-1" 25
E
31
G
$
.••�
8=10 2i
"
10" 25
11'-8" 23
"
10' 4 27
,0'-7" 23
10'-2" 27
9'-9" 22 B 9'-7" 27
20'-1" 28
018'2
31
cd
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
329'
G
LL
-7
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
32
W
6'-9"
10'
8'-3"8,-3" 222
B
7'-7'7
227
G
10'-6
224
C
9'-109
228
G
9 -6"9
223
C
9'-6"-,---
'-0 9 228
G
10'-48 9 9
223 C 227
G
18'-°8
229
E
6--106
332
H
10'
a"
0 -6"
-7"
-6"
-2"
-9" B 8'-7"
3
6"
a'
6 -2
11'
8'-0" 20
B
7'-4" 27
G
10'-0" 22
C
9'-7" 29
G
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
C
8' 0" 23
7'-2" 28
10'-0" 25
9'-3" 28
9'-1" 24
8'-9" 28
8' a" 23 8'-2" 28
17 4" 29
16'-0" 33
5'-8"
12'
7'-7" 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'-'----10" 228
G
16'-8"6'-8" 230
E
16'-0"5'-7" 333
H
12'
7'-7" 23
7'-0" 28
9'-7" 25
9'-1" 29
8'-8" 24
8' 4" 2:
8'-0" 23
ATTACHED SOLID
FREESTAND/NG SOLID
ATTACHED SOLID
FREESTANDING SOL/D
ATTACHED SOLID
FREESTANDINGSOLID
ATTACHED SOL/D FREESTAND/NG SOLID
ATTACHED SOLID
FREESTANDING SOL/D
SPACING
�~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.
MA POST FTG.
MIN.
MAX.POST FTG. MIN.
p
u,
ON SLAB
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
(2) (3)
r
13'-7"
5'
10'-4" 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
6'
9'-91, 19
B
8'-10" 26
G
12'-9" 20
B
11'-8" 28
G
12'-2" 20
B
11'-6" 28
G
12'-6" 20 B 11'-6" 28
G
22'-0" 24
E
20'-0" 32 G
6
11'-4"
9'-8" 21
8'-6" 27
12'-8" 23
11'-1" 29
12'-0" 23
0'-10 29
10'-3" 22 10'-0' 28
21'-9" 28
19'-0" 34 H
9'_8„
7'
9'-3"9,-2" 1
B
86'8
227
C7
12'-
224
B
11'-10-6" 229
G
11'-
223
B
10'-
229
G
11'-7'9' 222 B 11'-09'-3" 228
Cj
20'- 20'-8" 229
E
19'-0"8
333 G
7
22
-1"
1'2'-0"
11'-1"
0 -3"
6"
-0" H
8'-6"
$'
8'-10" 20
B
8'-2" 25
G
11'-8" 22
C
10'-7" 27
G
10'-7" 21
B
10'-4" 27
G
10'-1 21 B 10'-6" 27
G
20'-1" 26
E
18'-2" 31 H
8'
...�
8'-9 23
T-8" 27
11'-6" 25
10'-1" 29
10'x" 24
9'-9" 28
8'-10 23 8'-8" 27
19'-9" 29
17'-3" 33
7' 7"
9'
8'-7" 20
B
T-9" 26
G
11'-1" 22
C
10'-2" 28
G
10'-0" 21
C
10'-0"
G
10'-3" 22 C 10'-V 28
G
19'-2" 27
E
17'-6" 32 H
9'
LL
8 -6 23
7'-4" 28
0'-10' 25
9' 8" 28
9'-9" 24
B
9'-3"
8'-4" 23 B 8'-2" 28
18'-9" 30
16'-7" 33
6'-9"
10'
8'-3" 21
B
7'-7" 28
G
10'-6" 23
C
9'-10" 28
G
9' s" 22
C
9'-6"
[28
G
9'-9" 22 C 9'-8" 28
G
18'-3" 27
E
6'-10" 32 H
10'
8'-2" 24
7'-2" 28
10'-3" 26
9'-4" 28
9'-3" 25
8'-9"
8'-0" 24 B 7'-9" 28
17'-10' 31
16'-1" 32
d
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"
G
9'-3" 22 C 9'-3" 28
G
17' 4" 27
E
16' 4" 33 H
11'
7'-9" 24
7'-0" 29
9'-9" 26
9'-1" 29
8'-10" 25
8' 4"
7'-6" 24 B 7' 6" 29
17'-1" 31
15'-7" 33
5'-8..
224
C
7'-2"6'-9" 230
G
9'-7"9'-4" 226
E
9'-38-9" 230
G
s-8"8'�" 225
C
8'-88-1" 230
Cj
81-1 8'-107'-2" 230
224 C
G
16'-816
232
E
16'-0°5,-1" 333 H
12'
12'
"
6'-10" B
4"
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
it
MAX.COL.
SPACING
< o
MAx.POST FTG.
MIN.
MAX -POST FTG.
MIN,
MAX.POST FTG.
MIN,
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POS7 FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN,
MAx.POST FTG.
MIN.
MAx.POST FTG. MIN.
< p
^=
u,
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 3
F
(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
cf
(2), (g)
13'-7"
5'
10'x" 19
B
9'-3" 28
G
13'-7" 21
B
12'-2" 30
G
13'-3" 21
B
12'-0" 29
G
12'-6" 20
B
12'-0" 29
G
23'-4" 25
E
20'-1 34 H
5,
C1
10'-0" 21
8'-8" 29
13'-1" 23
11' 4" 31
12'-7" 23
11'-2" 31
10'-3" 22
10'-1' 30
22'-6" 28
19'-7" 36 J
6'
9'-9"9 2
B
8'-9
228
G
12'-9"2-4" 224
B
11'-6'O
230
G
2
12'-2"11'
B
11'-10'-7" 230
G7
11' 4'9
222
B
11'-39'-2" 229
Cj
221 21'-2" 229
E
19'-8"$
335 H
6'
11'-4"
-6" 22
8'-2"
-8"
6" 24
4"
-4" 1
9. 8..
7'
9'-3"9 2
B
8 �
228
G7
12'-211'-8" 225
B
10
230
G
11'-10--8" 224
B
10'-80'-0" 230
G
10'-7 8
223
B
229
Cj
20'-10'-2" 230
E
18, 9"
335 H
7'
-0" 23
7'-9"
C
10 -2"
-9"
=6" 1
J
8'-6"
$'
8'-10" 21
B
8'-0" 26
G
11'-8" 23
C
10'-6" 28
G
10'-7" 22
B
10'-3" 28
G
10'-0" 22
B
28
G
20'-1" 27
E
18'-0" 33 H
8'
8'-7" 24
7'-6" 28
11'-1" 26
9'-9" 30
10'-0" 25
9' 4" 29
8'-2" 23
28
V9'
19'-2" 31
16'-9" 34
7'-7"
g'
8'-7" 22
B
T-8" 27
G
11'-1" 23
C
10'-1" 28
G
10'-0" 23
B
9'-9" 28
G
9'-4" 22
B
-44,l28
G
19'-2" 28
E
17'-3" 32{9'
�L
8-3 24
T-2" 29
10'-6" 26
9'-4" 29
9'A" 25
C
8'-10" 29
T-8" 24
29
18'-1" 31
16'-1" 34
10'
8'-3"1-101, 225
B
7'-6'7�-0" 230
G
10'-9'-10" 227
C
91-8"9'-1" 230
G.7
9-68'-6" 225
C
9'-3"81-1" 230
G
8'-107'-0" 224
B
8'-10-2" 230
G
18117'-2" 232
E
16'-8"5,-7" 3gA H
10'
W6'_9„
34
H
6'-2"
11
8-0'7,-6" 225
B
7-316'-9" 231
G7
10'-09'-6" 227
C
9'-4"
231
G
9117'-9" 225
C
8-107'-4" 231
G
8'-6" 23 224
C
8'-6"
231
Cj
17'14"6
233
E
16'-115'-1" 333
11
C
E
8-91,
B
6'-10'
a"
I
e'er
5'-8"
7'-717'-1" 225
C
7'-1'6-7" 231
G
9' 7"9'-1" 228
E
9'-28-6" 231
Cj
8-8"7,-1" 225
Ci
81-6"6'-9" 231
G
81-2" 224
C
8-1
231
G7
16'-8'5,-9" 333
E
15'-8'4-8" 333 H
12
12'
B
6'-7"
I
2
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- 1
OF Cpl \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
0" DATE DESCrsPTa"
4 STEL JOB # 15-1071-1
DATE 31y2015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF Ll,
110-130 MPH
SH - 15
1 15 OF 50 SHEETS
i
0
2
0
3
0
4
o
5
6
o
i
0
8
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A o
B
o
C
o
D
o
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0
F
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G
0
H
o
I
0 J
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD -
110,120,130
MPH - EXP. B t C
7" I -BEAM
INSERT
7" I -BEAM
H W/ (2) "C" INSERTS
I
DBL. 2"x6.5"x0.042"
J DBL. 2"x6.5"0.032" OR K 3"x8"x0.042" BEAM
a
MAX.COL.
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FREESTANDING
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SOLID
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FREESTANDING
SOLID
}
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MAX,POST FTG.
SPACING (IN.)
(SPAN) (T)
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POST
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SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN. MAX.POST FTG.
SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX•POST MAX.POST FTG.
SPACING SPACING
FOR DBL. FOR 3'x8' (IN.)
2'x6.5"x0.03r BEAM (�)
MIN.
POST
TYPE
MAX'POST MAX.POST FTG.
SPACING SPACING
FOR DBL. FOR 3"x8" (IN.)
2'x6.5k0.D32 BEAM (�)
MIN.
POST
TYPE
O
13' 7"
5'
26'-9" 23
26'-9" 26
E
24' 4" 32 G 29'-6""9, 24
23'-8" 34 H 2-6" 27
E
26'-1 33 H 16'-0" 20
26'-2" 35 I --16'-0- 22
B
16'-0" 29
15'-3" 30
G
13'-2" 13'-8" 19
12'-7"
B
13'-2" 13'-8" 27
12'-3" 12'-7" 29
G
5,
r
11'-4"
6'
25'-3"
25'-3"
24
27
E
23'-0"
22'-4"
31
33
G
H
27'-9"
27'-9"
25
28
E
25'-3"
24'-7"
32
34
G
H
14'-7"
14'-7"
20
23
B
14'-7"
14'-0"
28
29
G
12'-1"
11'-6"
12' 6"
11'-9"
19
21
B
12'-1"
11'-2"
12' 6"
11'-6"
27
28
G
6,
9'-8"
7'
24'-0"
24'-0"
25
28
E
21'-3"
32
33
G
H
26'-4"
26'-4"
26
29
E
24'-0"
23'-4"
32
34
�„{
13'-6"
13'-6"
21
23
C
3'-0"
229
G
111-110'-8"
11 0'-10"
222
B
11'-10 �"
11'-1'0'-8"
227
G
7'
�
8'-6"
8'
23' -LL 0"
--2-3'-0-
26
29
E
20'-1
20'-3"
32
32
H
25'-3"
25'-3"
27
30
E
23'-0"
22'-4"
33
33
H
12'-8"
12'-8"
21
24
C
12'-8'2 2"
228
G
10'-60 -0"
10 110'-2"
222
B
10' 69 9
10'-110'-0"
227
G
8'
J
C'
O
7-7'
9'
22'-1" 27
22-1" 30
E
20'-1" 33 24'-3" 27
H 24'-3" 31
E
22'-1" 34 H 12'-0" 22
21'-7" 34 I 12'-0" 24
C
12'-0" 29
11'-6" 29
G
9'-10" 10'-2" 21
9'�" 9'-8" 23
C
B9'4"
9'-10" 10'-2" 27
27
G
9'
6'-9,.
10'
21 21'x" 231
E
191-4" 8'-10 333 { 23' 23' 6" 232
E
21 20'-9" 334 11'-411'x" 225
C
11' -10" 229
C7
9 4 9 -0" g -29 2" 223
C
9'-4- 9" 9'-2"8 -6" 227
�j
10'
6'-2"
11'
20'-8" 28
20'-8" 31
E
.18'9" 34 22'-9" 29
18'-3" 34 � 22'-9" 32
E
20'-8" 35 10'-1 22
20'-2" 35 � 25
E
10'-1 30
29
G
9'-0" 8'-4" 21
8'-7"
C
9'-0" 8'-4" 28
8'�" 7'-8" 28
G
,
11
r
5._8.,
12'
20'-20 =1"
232
E
18'- � 7•-9"
335
�
22'- 22,_1 ��
233
E
20'-1119 -7
335
J
10'-410'-4"
226
E
10'-4"0,-0"
330
C7
8,-7 $ 2"
7'-87'-8"
21
C
8'-7 $ 0"
7'-8
228
G
12'
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SOLID
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MAX.POST FTG.
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(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN. MAX.POST FTG.
SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST MAX.POST FTG. MIN.
SPACING SPACING (IN.) POST
FOR DBL. FOR 3"x8"
2"x6.5'x0.032' BEAM (7) TYPE
MAX.POST MAX.POST FTG.
SPACING SPACING (IN.)
FOR DBL. FOR 3"x8"
2'x6.5"x0.032' BEAM (�)
MIN.
POST
TYPE
G
Q
13'-7"
5'
26'-9" 24
26'-6" 28
E
24' 4" 34 H 29'-6" 25
23'-1" 36 I 29'-2" 29
E
26'-1 35 I 16'-0" 20
25' 4" 36 K 14'-10 22
B
16'-0"
14'-7" Al3
G
13'-2" 13'-8" 20 B
12'-7" 11'-8" 21
13'-2" 13'-8" 29
12'-3" 11'-6" 30
G
5
r
11'���
6'
25'- 0'
22g
E
23'- 21'-9"
33
H 1
27 6"
230
E
25'-23,-10
34
H K
14'- 1'3 _8"
223
B
14'-T 3,�..
231
G
12'-1 "1 -6"
12'-60 8"
222
B
12,_,1-2"
12'-6"
2 -6'0'-6"
229
G
6
9,_8..
��
24'-0 3 _8"
230
E
21'-9" 0'-8"
334
H I
26 26'-1"
231
E
24'-0"
335
H I
13'-612'-8"
223
C
13'-6"2'-4"
230
G
11'-1'0.8"
11'-70 -0"
223
B
11'-1"0 �"
11'-79�$,�
228
G
7'
i
8'-6"
8'
23'-0"
22'-8"
27
31
E
20'-1
19'-9"
32
34
H
25'-3"
25'-0"
28
32
E
33
35
H
I
12'-8"
11'-10
21
24
C
12'-8"
11'-7"
28
30
G
10'-6"
10'-0"
10'-1
9'-3"
21
23
B
9'-9"
9'-1"
27
28
G
8'
J
iii
�
�
�
Q
7'-7"
,
9
22'-1" 28
21'-9" 32
E
20'-1" 33 24'-3" 29
19'-0" 34 fi 24'-0" 33
E
34 H 12'-0" 22
35 I 11'-2" 24
C
12'-0" 29
11'-0" 29
G
9'-10" 10'-2" 22 C
9'-4" 8'-9" 23 B
9'-10" 10'-2" 28
9'-2" 8'-7" 28
G
9'
6,_9..
10'
21' 21'-1" 232
E
19'•418'-4"
� 333 H I 23'-6" 23'-2" 233
E
21'-4" 20'-2" 334 � 10, 8" 225
C
11'-4"0'�" 229
G
9'-4" 9�-0" 9-2- -8'-4" 224 C B
9'-4" 228
Cj
10'
6'-2"
11
20'-8" 29
20'-4" 33
E
18'-9" 34 I 22'-9" 30
17'-9" 34 22'-6" 34
E
20'-8" 35 I 22
19'-7" 35 J 10'-2" 25
E
10'-1 30
9'-10" 29
G
9'-0" 8'-4" 22 C
8'-7" 8'-0" 24
28
295._8..12'334�22�3E20'-?'g-1"335J10'-4'9,-9"226E10'-49'-6"330G224C
G
11'
230
G
12'
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ON SLAB
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FREESTANDING SOLID
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j O
m 3
�
F
MAx.POST FTG.
SPACING (IN.)
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POST
TYPE
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SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN. MAx.POST FTG.
SPACING (IN.) POST SPACING (IN.)
(SPAN) 1 TYPE
() (SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAx.POST MAX.POST FTG .
SPACING SPACING (IN.)
FOR DBL. FOR 3"x6"
2"x6.5"x0.032" BEAM (1)
MIN.
POST
TYPE
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SPACING SPACING (IN.)
FOR DBL. FOR 3"x8"
2'x6.5"x0.032" BEAM (�)
MIN.
POST
TYPE
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13'-7"
5'
26'-9"
25'-9"
26
29
E
24'-0"
22'-4"
35
37
I
K
29'-6"
28'-6"
27
30
E
26'x"
24'-8"
36
38
K
16'-0"
13'-8"
22
24
B
15'-7"
13'-4"
32
32
G
13'-2"
12'-7"
13'-1"
0'-9"
20
22
g
13'-2"
12'-3"
13'-0"
10'-7"
27
29
G
5 ,
r
11-4"
6
25'-3" 27
4'-3" 30
E
35 I 27'-9" 28
21'-1" 37 K 26'-9" 31
E
24'-1 36 I 14'-7" 22
23'-3" 37 K 12'-7" 24
B
14'-3" 31
12'-3" 32
G
12'-1" 12'-0" 21
11'-6" '-10" 23
B
12'-1" 1'-10" 27
11'-2" 9'-8" 28
G
6'
9,_8..
�,
24'-0"
-1"31E20'
28
21'-6"
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34
H
26' 4"
29
E
L23-8�_�35
2'-1"
37
I13'
K
-6"23132"30G11'-2"
11'-8"
25
C
11' 4"
31
10'-8"
11'-1"22B11'2"
9'-2"
23
11'-1"
9'-0"
27
27GLL
723
8'-6°
8'
23' 22'-1"
232
E
19'-2"
34
36
H
I
25'-3"
24'-4"1'
30
33
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22'-8"
21'-2"
35
37
I
K
12'-8"
10'-10
24
26
C
12'-4"
10'-8"
30
30
G
10'-6"
10'-0"
10'-4"
8'-7"
22
24
B
10'-6"
10'x"
8' 4"
27
27
G
8'
J
a'
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7'-7"
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22'-1" 29
21'-3" 33
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19'-9" 34 H 24'-3" 30
18'-6" 35 I 23'-6" 34
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21'-9" 34 I 12'-0" 24
20' 4" 36 K
11'-8" 29
10'-1" 30
G
9'-10" 9'-9" 23
9' 4" 8'-1" 24
C
B
9'-10" 9'-8" 27
9'-2" -10" 27
G
9
6'-9,.
10'
21 20'-7" 334
E
19'-1 -10 335 H I 23 22'-8" 335
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21'-19'-8" 336 I J 11 49'-9" 227
C
11'-19'-7" 230
C7
9 -4'9,-0" g -27 -8" 225
C
9 �'8 8 -g 7r-2" 227
Cj
10'
6'-2"
11'
20'-8" 31
9'-10' 35
E
34 I 22'-9" 32
17'-3" 35 J 22'-0" 36
E
20'-4" 35 I 10'-1 25
19'-1" 36 J 9'�" 27
E
10'-7" 29
9'-2" 31
G
9'-0" 8'4" 23
8'-7" 7' 4" 25
C
9'-0" 8'-0" 28
8'-0" 6'-7" 28
G
11'
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12'
20'- 1
E
18'-0 16--g-
334
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22 21'-3"
337
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19'-9"8'-6"
36
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10'-4'9,-0"
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10'-28 -9��
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8 -7 8'-2"
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DALE UESCRPTION
4 sTEL Jos a 15-10 71
-7'7
7 -4
228
Cj
12'
�"
6.0"
-I
DATE 313/2015
DRAWN BY MAP
CHECKED OKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -16
16 OF 50 SHEETS
0
2
0
3
0
4
0
r.:
A o B o C 0 D 0 E 0 F o G o H o I 0 JLl
s
0
s
0
7
0
8
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. 3"x8"x0.042" 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
}
a
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
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FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
}
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13'-7"
5'
19'-3" 21
19'-3" 30
18'-4" 21
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18'-4- 30
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20'-1" 21
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20'-1" 30
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25'-1 23
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25'-1 32
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28' 4" 24
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27'-8" 35
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5,
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1" 23
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17'-8" 31
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18'x" 23
17'-8" 31
20'-1" 24
19' 4" 32
5'-10" 26
4'-10' 34
28'x" 27
27'-0" 37
17'-7" 22
17'-7" 29
16'-9" 21
16'-9" 29
18' 4" 22
18'x" 30
G
23'-8" 24
E
23'-8" 32
H
25'-1 25
E
25'-1 34
J
,
6
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11-4
6'
16'-6" 24
C
16'-1" 31
G
16'-9" 24
C
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18'-4" 25
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17'-8" 31
23'-8" 27
22'-9" 33
25'-10" 27
4'-10" 36
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16'-1'5 224
16'- �
230
15' 7"
224
15'-1'5'-0" 230
G
17'-117,-1" 225
E
17'-116'-4" 331
G
22'- 22 227
E
22'-
333
�-'{
24'-0"4.0 228
E
24'
335
J
7-
9,_8„
7,
-3"
C
5'-0"
G
C
-0"
2'1'-1"
23'-1"
8,
15'-14 225
15'-14,-0" 329
14'-1'4-7" 225
14'-14,-1" 229
16' -LL 0"6'-0" 226
16'-0"5
330
G
20'-20,-7" 228
E
20'-19'-9" 332
H
22'-22 229
E
22' 2"1-7^ 344
J
8,
.J
8'-6"
4"
E
G
E
C7
E
-4"
6
g'
14'-4" 23
13'-9" 23
13'-9" 30
15'-1" 23
E
15'-1" 21
G
19'-4'9'x" 229
E
19'�
332
H
21'- 21'-2" 26
E
21--T
335
J
91
7'-7"
13'-7" 25
E
G
13'-9" 26
E
13'-3" 30
G
15'-1" 26
14' 6" 30
8'-7"
0 �"
6-9
13'-8" 24
E
13'-1" 23
13'-1" 30
14'-3" 24
14'-3" 21
18' 4" 26
18' 4" 33
20'-1" 27
20'-1" 35
,
�
10
12'-10" 26
G1'
-1"26E12'
-7"30G14'-"
27E13-9"31G18'E17'-8"
33H20'
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35106,_2„13'-�2,-3"226EG12'-62'-0"226E12'-6"2,-0330\713'-838'94
"I
1E13'
-8"3
-76'
-219,
-218-6"335J11'
-1331G17'17
-7"2E17'
-10'333H19'
-2"230E19'
24E
24E12'-0"
3113'1"
25E13'
-1"32G16'
-9"27E16'-9"
34
H
18'-4"28E18'-4"
36J12'
5'-8"
12'12'6"
11'-9" 27
-V
G12'-0"
12'-0" 27
11'-6" 31
G
13'-1" 28
12'-7" 32
16'-9" 30
16'-2" 34
I
18'4" 31
17'-8" 36
}
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDINGSOLID
ATTACHED SOLID
FREESTANDING SOLID
� 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
f1=I1
SPACING
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
�y
�
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (�)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
�
(2) (g)
13-7"
5'
19'-3" 22
C
19'-3" 32
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
5
O
16'-6" 24
B
16'-1" 32
G
17' 4" 24
17'-0" 33 H
19'-0" 25
18'-6" 33 H
24' 4" 27
3'-10' 36
28
26'-1" 37 K
r6,
17'-15,-1" 225
17'-14,-8" 332
16'-95'-10' 225
16'-9"5,-6" 332
181
226
18'-417,-0" 333 G
23
228
E
23'-21�-9" 335 H
229
E
25'-23,-9" 336 H
6,
C
G
C
Cj
7'-4"
C
H
22'-3"
125
24'-4"
J
�
9,_8„
'-14,-0" 225
C
16'-13'-8" 331
G
15'
226
C
15'-14 331 G
17'-116,-1" 226
E
17'-115,-8" 332 G
22'-20,-8" 229
E
22'- 20,-2" 3 H
24'-0"
229
E
24'- 22,-1" 335 H
7,
7,
14'-8"
�"
34
2'-7"
I
J
8'
5'-3" 24
[14'-4"
E
15'-3" 30
14'-7" 23
14'-7" 29
16'-0" 24
E
16'-0" 30 G
20'-7" 26
E
20'- 3
H
22'-6"
230
E
22'-6" 0
334 H
8'
8'-6"
13-1 26
C
12'-9" 30
G
13'-9" 26
E
13'-6" 31 G
15'-1" 27
14'-8" 32
19'-4" 29
8'-10' 34
1'-2'
-8" I
g'
24
14'x" 30
13'-9" 24
13'-9" 30
15'-1" 25
E
15'-1" 31 G
19'-4" 27
E
19'-47'-10' 333 H
21'-20'-0" 231
E
21'-19'-6" 334 H
9.
7'-7"
12-4 26
E
12'-1" 30
G
13'-0" 27
E
12'-8" 30 G
14'-2" 27
13'-10" 31 H
18'-3" 30
I
�
13'-8" 25
13'-8" 31
13'-1" 24
13'-1" 30 G
14'-3" 25
14'-3" 31
H
18'-4" 27
E
18'-4" 33
H
20'-1" 28
E
20'-1" 34 H
10'
�
6'-9'
10'
11'-8" 27
E
11'-6" 30
G
12'-4" 27
E
12'-1" 30 H
13'-6" 28
E
13'-2" 31
17'x" 30
17'-0" 33
31
33 I
11'
13'-1" 25
13'-1" 31
12'-6" 25
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" 34 I
11'
O
6'-2"
11 -2 27
E
11'-0" 30
H
11'-9" 28
E
11'-6" 30 H
12'-10" 28
12'-7" 31
16'-7" 31
16'-2" 33
18'-1" 32
17'-8" 34
r
12'-6'0,-8" 227
12'-6
330
12'-0"1.-3" 228
12'-0"1'-1" 330
13'-112'-4" 229
13'-112,-1" 332 H
2
E
16'-9" 3 H
� 232
E
12'
5'-8„
12,
E
0'-6"
H
E
�"I
E
31
118
,-0„ 33
7,,�„
T
ATTACHED SOL /D
FREESTAND/NG SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOL1D
FREESTANDING SOLID
=
MAX.COL.
� o
jo
MAx•POST FTG.
MIN.
MAX 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•FOST FTG.
MIN.
MAx.POST FTG. MIN.
SPACING
ON SLAB
m �
SPACING (IN.)
POST
-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
m3
W
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
�
C
(2), (3)
(1)
(1)
G
13' 7"
5'
18'-4" 23
C
18'-3" 33
H
18'-4" 23
C
18'-0" 33
H
20'-1" 24
C
19'-8" 34
H
25'-1 26
E
25'-3
337 J
28
229
E
27'-3"
338 K
5'
O
15'-1" 24
B
14'-9" 33
16'-0" 25
B
15'-7" 34
17'-4" 26
17'-1" 35
I
22'-4" 28
-10' K
24'-6"
4'-0"
r
16'-9" 24
16'-9" 32
16'-9" 24
16'-6" 32
G
18' 4" 24
18'-0" 33
I i
23'-8" 26
E
23'-�0-1" 336 I
25' 22' 230
E
2521'-10" 337 J
6'
11-4„
g'
13'-10" 25
C
13'-6" 32
G
14'-7" 26
C
14'-3" 33
H
15'-10' 26
C
15'-7" 34
20'-6" 29
K
4"
K
/
15'-12,-9" 226
15'
226
15'-;"3 332
17'-114,-9" 227
16'-8"4'-6" 333
G
22 -019'-0" 229
E
H
21'-6'8,-7" 3
230
E
23'- 20,-3"
7,8'-6"14'-7"
9._8.,
7,
C
G
j"3,-0„
C
-2"
G
E
H
124
35
20'-9"
25
E
KB��
25
E14'-3"
3116'-0"25E15'7"32
20'-7" 2820'
-17'
-69_6„231E22'-0'9-08'
t35
12-026C12'-8"
G14'-7"
27C12'4"
32G13'
-10'2813'-6"32H17'-9"307._7..9'13'-11.-4.,9"
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25E
H
13'-9" 25E13'-6"30
H
15'-1" 26E14'-8"31
19'-4" 28E19'06'-a"334H
21'-18'-4"232E20'-8'8-0"
9'
27
G
12'-0" 27
11'-8" 31
G
13'-1" 28
12'-9" 32
H
16'-9" 31
13'-10'-9" 227
13'-00'-7" 330
H
13
228
12'-9"1'-7" 331
14'-312 229
14'-012,-1" 331
18'-4" 6,-0" 231
E
18'-0"5,-7" 334
20'-117-4" 332
E
19'-8"7,-1" 335 H
10
6,_9„
10,
E
G
11 �"
E
H
4'
E
H
I
12'-6" 26
31
12'-6" 26
12'-2" 31
13'-8" 27
13'-4" 31
17'-7" 29
E
17'-
333 �-'�
19--2"
333
E
18'-9"6-3" 334
Q
6'-2"
11'
10-3 28
E
10'-1" 31
H
0'-10' 26
E
10'-7" 31
fi
11'-10' 29
E
31
H
15'-2" 32
4'-10'
6'-7"
12'-9'-10" 228
12'-0"0'-4" 229
11'-8"0,-1" 331
13'-111 230
12'-911 331
16'-9'4,-7" 332
E
16'-6'4,-3" 333 �
18'x'5,-10 333
E
18'-015,-7" 334 1
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ASSUMPTION
AHJ APPROVAL
REVISIONS
Maroc Dare oescavnon
4 STEL JOB # 15.1071-1
DATE 3f3f2015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF Ll,
110-130 MPH
SH -17
17
12'
0E 50 SHEETS
1
0
2
0
3
0
4
0
5
0
6
0
7
0
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A o B o C o D o E e F o G o H o r c J
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AW APPROVAL
REVISIONS
MARK DATE DESCRPIIDN
4 STEL JOB a 151071-1
DATE 3PJ2015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
BEAM TYPES
ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3" SQ.x0.032" ALUM. BEAM
E W/ 12 GA. STL. "U" CHANNEL
DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM
OR K
T=12 GA.
ASTMA653SS
GRADE 50 G60-\3. '
032'
ALUM.
II
F�3.0'�
1.032' 6, ,
'042'
I 1I 4 0'
I- 2,0'�Y
MAX. 2.0--
I DBL.2"x6.5"x0.032"
ALUM. ALLOY 30041136
8'
0.042'
TYP.
I I
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LL
G
O
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r
i
MAX.COL.
SPACING
DNS
(2),(3)
F F
D0
m 3
ATTACHED
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H
Do
m3
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN. MAX.POST MAx.POST
SPACING (IN.) POST FOR SPACDBL OR 3ING 1'x8"
(SPAN) (1) TYPE 12-.6.5-.0.032- BEAM
FTG.
(IN.)
(1)
MAX.POST MAX.POST.
MIN. FTG
NG
POST FOR DSPACBL. FOR 31 x8' (IN.)
TYPE 7.6.5'x0.032 BEAM (1)
MIN.
POST
TYPE
13'-7"
5'
16'-9" 15
16'-s" 17
B
14'-7" 29 G 14'-1 15'x"
14'-7" 31 H 4'-10" 15'-4"
B
15 14'-1 ' 15'x" 28
17 14'-6" 15'-1" 30
G
5
11 r 4"
6'
15'-3" 16
15'-3" 18
B
13'-3" 28 G 13'-7" 14'-1"
13'-3" 30 H 13'-7 14'-1"
B
15 13'-7" 14'-1" 28
17 13'-3 13'-9" 29
G
6'
9,_9„
�,
14'-2" 16
14'-2" 18
B
12'-4" 28 G 12'-7" 13'-1"
12' 4" 30 12'-7 13'-1"
B
15 12'-7" 13'-1" 28
17 12'-3' 12'-9" 29
G
7'
8'-6"
8'
13' 3^
13'-3"
16
19
B
11'-7"
11'-7"
29
29
G
11'-9"
11'-9"
12'-3"
12'-3"
B
16
18
11'-9"
11' 6"
12'-3"
12'-0^
28
28
G
8'
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E Ass3 ss
GRADE 50 G60
DBL.
0 ALUM.
OR EQUAL
2"x6.5"x0.042"
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oR EquAL
3x8"x0.042" BEAM
K ALUM. ALLOY 3004 1136
oR EquAL
J
J
7.7„
9
12'-7"
12'-7"
17
19
C
11'-0"
11'-0"
29
29
G
11'-2"
11'-2'
11'-7"
11'-7"
B
16
18
11'-3"
29ASTM
28
G9'
5112'-0"19C
6'-10"
10'
17
10'-4" 30 10'-7" 11'-0"
G
10'-4" 30 10'-7 11' 0"
B
g4�1-7"
16 11'-0" 29
19 10'-8" 296'-2"
G1012'-0"
,
11'
'"179'-10"30
11'x" 20
C
H 10'-1" 10'-6"
9'-10" 30 10'-1 10'-6"
B
17 10'-6" 29GO
19 10'-1" 29
5'-8"
12'
10'-1
0'-10"
19'-6"
H2O
9'-6"
30
30
H
9'-8"
9'-8"
9'-8"
9'-8"
C
17
19
9'-8"
9'-6"
9'-8"
9'-2"
29
29
G
12'
T=12 0
14 GA -
A7.8
7.8S' ASTM
A653 SS
8. 3,
0.042'
TYP,
GRADE
50 G60
,625'
875'
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FTG.
(IN.)
(1)
MIN. MAX.POST MAX.POST FTG.
POST SPAFORCING ING. FOR 3I x8' NG (IN.)
TYPE 2".6.5"x0.032' BEAM (1)
MIN.
POST
TYPE
13'-7"
5'
16'_9"
16 4"
16
18
B
14'-7"
14'-7"
31
33
H
J
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14'-8"
15'-4"
15'-2"
B
15
18
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14'-1"
15'1}"
14'-7"
30
-:-31
G
5'
MAX. 3'
3x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
M ASTM A653 GRADE 50 G60
r
11'-4"
6'
15'-1'5-w
16
B
13'-3"3'-3"
332
H I
13-713 4^14'-13'-10
B
168
13'- 2'-10"
14'-113 4'
231
G
6r
9'-9"
7'
14'- 3'_10" 1 19
B
12'-4"2 �" 231 G 1 12'-7;2 - 13'-12'-10'
B
169 12'-712 -0" 13'-112' 4" 230
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7'
8-6
8
13'-3"
13'-0"
17
20
B
11'-7"
11'-7"
29
31
G
H
11'-9"
11'-8"
12'-3"
12'-1"
B
17
19
11'-9"
11'-2"
12'-3"
11'_7"
28
30
G
8'
DBL. 3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT
J
7,_7"
9'
12'-7"
12'-3"
18
20
C
11' 0"
11'-0"
29
30
G
H
11'-2"
11'-0"
11'-7"
11'-4"
B
17
20
11'-2"
10'-7"
11'-7"
11'-0"
29
29
G
9 '
L ALUM. ALLOY 3004H36
OR EQUAL
N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8' BEAM.
J
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21
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30
30
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10'-7"
10'-6
11'-0"
10'-9"
B
17
20
10'-7"
10'-1'
11'-0"
10'-4"
29
29
G
r
10
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
6 2„
11,
11' 18
11'-2" 21
C
9'-10" 30 H 10'-1" 10'-6"
9'-10" 30 10'-0" 10'-3"
B
17 10'-1" 10'-6" 29
20 9'-7" 9'-6" 29
G
11'
5'-8"
12,
10'-1 " 18
10'$" 21
C
9'-6" 30 H 9'$" 9'-8"
9'-6" 31 9'-7.. 9',.4„
C
18 9'$" 9'$" 29
21 9'-2" $'_9^ 30
G
12'
EXPOSURE B
FIGURE INDICATES
EXPOSURE C
T=12 OR
14 GA.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
ASTM
A6553 SS
GRADE 8. '
50G60
.042'
TYP.
I
I
=
Z
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M
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MAX.COL.
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ON SLAB
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TYPE
MAX.POST FTG. MIN. MAX•POST MAX.POST
SPACING SPACING
SPACING (IN.) POST FOR DBL. FOR 3"x8"
(SPAN) (1) TYPE 2 FOR
BEAM
FTG.
(IN.)
(1)
MIN. MAX.POST MAX.POST FTG.
SPACING SPACING
POST FOR DBL. FOR 3"x8" (IN.)
TYPE 2'.6.5'x0.037 BEAM (1)
MIN.
POST
TYPE
13'-7"
5'
16'-9" 17
15'-0" 19
B
14'-7" 32 I 14'-1 15' 4"
14'-7" 34 J 14'x" 4'-10'
B
16 14'-1 15'-2" 31
19 13'$" 14'-2" 33
G
H
,
5
6'
15'-3" 18
13'-9" 20
B
13'-3" 31 I 13'-7" 14'-1"
13'-3" 34 J 13'-1" 13'-7"
B
17 13'-7" 3'-1 31
19 12'-6' 13'-0" 32
G
6'
91-91,
7
12'-9"
18
20
B
12'-4"
12' 4"
31
33
H
J
12'-7"
12'-2'
13'-1"
12'-7"
B
17
20
12'-7"
11'-7'
12'-1
12'-1"
30
31
G
7'
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
SHOWN IN THIS COLUMN OR THE MAXIMUM POST
SPACING SHOWN FOR THE SELECTED BEAM.
r-Ir3.0'
3'0, MAX. 3'0,14'-2"
DBL. 3"x8"X0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
J
8'_6„
8'
13'-3"
11-10'
18
20
B
11'-7"
11'-7"
30
32
H
J
11'-9"
11'-4"
12'-3"
11'-9"
B
18
20
11'-9"
10'-10"
12'-1"
11'-3"
29
-:;5--1
G
,
8
O
ASTM A653 GRADE 50 G60
3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR
25 & 30 psf. THE DISTANCE FROM COLUMN TO SLAB
EDGE SHALL BE 9 1/4" MINIMUM.
SEE ALTERNATE FOOTING TABLES
SHE. 9 FOR ATTACHED COVERS
DBL. 3X8"X0.042" BEAM
W/ DBL. 12 GA. STL. INSERT
P
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.
O
r
7r-7"
9r
12 -7 "
11 -3
19
21
B
11'-0"
11'-0"
30
32
H
I
11'-2"
10'-9'
11'-7"
11'-2'
B
18
21
11'-2"
10'-3'
11'x"
10'$"
29
30
G
9'
6'-10"
10'
12'-0" 19
10'$" 21
C
B
10'x" 30 H 10'-7" 11'-0"
10' 4" 32 G 10'-2" 10'-7"
B
18 10'-7" 10'-9" 29
21 9'-9" 9'-10" 30
G
10'
6'-2"
11'
11' 19
10'-2" 22
v
9'-10" 30 H 10'-1" 10'"-669"-
9'-10" 32 1 9'-9"
B
19 10'-1" 10'-3" 29
21 9'-3" 9'_0" 31
G
11'
5'-8"
12'
20
9'-9" 22
`•'
9' 6" 31 H 9'$" 9'_$"
9'-6" 33 J 9'-4" 9'-1"
(�
`'
19 9'_$" 9' 4" 29
22 9'-0" $'_3" 31
G
12'
2 ti
W CD 00
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00
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FEss I
S58.85
1
OF CAOF�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AW APPROVAL
REVISIONS
MARK DATE DESCRPIIDN
4 STEL JOB a 151071-1
DATE 3PJ2015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
:... f ::- = = =
- - - - -
04
A
o
B
o
C
o
D
o
E
o
F
o
G
o
H
o
I
o
J
CATTACHED
`r
&FREESTANDING
LATTICE
COVERS
- 10 PSF
LIVE
LOAD
- 110; 120;
130'MPH^EXP.
B 8,
C
DBL. 2"x6.5"x0.042"
Lr -DBL.-3"x8"x0.042"BEAM
3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT
DBI. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
F
J
M
N
O
e `
}
=
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTAND/NG
}
=
Z^
MAX.COL.
SPACING
�o
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
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.
Q
jp
L.
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
(IN.}
POST
SPACING
(IN,)
POST
SPACING
POST
SPACING
(IN.}
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
(y) (g}
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
z
13'-7"
5'
18'-0"
15
B
18'-0"
29
G
21'-8"
16
g
21'-8"
F30
G
20'-9"
16
B
20'-9"
31
G
22-8"
17
B
22'-8"
31
G
29'-2"
18
C
29'-2"
33
H
5
O
18
17'-6
31
21'-8"
19
21'-2"
H
20'-9"
18
20'-2"
33
H
22'-8"
19
22'-1"
33
H
29'-2"
21
28' 6"
36
I
6'
16'-4"
16
B
16'x"
29
G
19'-9"
17
�'
1919
G
19'-0"
17
B
19'-0"
30
G
20'-8"
17
C
20'-8"
31
G
26'-8"
19
E
33
H
6
16'x'
18
16'-0'
30
19'-9"
19
32
19'-0"
19
32
20'-8"
20
20'-2"
32
26'-8"
21
26'-0"
35
I
�
9,_9„
7,
15'-215-2'
169
B
15LL ' 4'-10"
230
G
18'x°8'-4"
120
18'-4'7'-10'
331
Cj
17'-17'-7"
119
Ci
17 J"
331
Cj
19'- 19,-2"
120
L+
19'-29,-2"
332
(j
24'
122
E
24'-24'-1"
334
H
7
0
ti
24'-8"
J
8'-6"
8'
14'-3"
17
B
14'-3"
29
G
17'-2"
18
C
17'-2"
31
G
16' 6"
18
C
16' 6"
31
G
18'-0"
18
C
18'-0"
31
G
23'-2"
20
E
23'- "
33
t i
8,
14'-3
19
13'-10
29
17'-2"201
16'-9'
31
16'-6"
20
16'-1"
31
18'-0'
21
31
23'-2'
22
22'-7'
33
.J
7 -7 „
9'
13' 6"
17
C
13'-6"
30
G
16'-3"
18
E
16'-3"
31
G
15' 6"
18
C
15'-6"
31
G
17'-0"
18
E
17'-0"
32
G
21'-1
20
E
21-1
34
H
9
13'19
13'-1'
30
16'-3"
21
15'-9"
31
15'-6"
20
17' 0"
21
17'-0"
31
21-10'
23
21'-3"
34
3
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
20'-9"
34
H
,
10
12'-9'
20
12'-6"
30
15' 4"
21
1"
32
14'-9"
21
14' 4"
32
16'-1"
21
16'-1"
32
20'-9"
23
20'-2"
34
6' 2"
11'
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'-4"
32
G
19'-9"
21
E
19'-9"
35
O
12'-2'
20
11'-10"
30
14'-B"
21
14'x"
32
14'-1"
21
13'-8"
32
15'-4"
22
15'-4"
32
19'-9"
24
19'-3"
34
t�
5'-8"
12'
11'-8"
18
C
11'-8"
31
14'-1"
19
E
14'-1"
32
G
13'-6"
19
E
13'-6"
32
G
14'-9"
19
E
14'-9"
21
E
19'-0"
35
�
12'
a
11'-8'
20
11' 4'
31
G
-14'-1"
22
13'-9"
32
13'-6"
21
13'-2"
32
14'-9"
22
24
18' 6"
35
/-- —_�
�
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING l
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
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FTG.
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.
4
=^
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POST
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(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
L (SPAN)-.
-(1)- TYPE (SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(7)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(Z). (3}
F
'
13'-7"
5'
18'-0"
16
B
18'-0"
31
G
!1:8,, "
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'-2"
35
I
5,
O
17'-8"
19
17'-0'
31
H
' 4"
20
20'-7"
34
2014-
20
19'-8"
34
H
22' 4"
20
C
21' 6"
35
I
28'-9"
22
27'-8"
37
K
0
6'
16'-4"
17
B
16'-4"
30
19'-9"
18
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'-8"
35
j--,
6,
{ r
16'-2"
19
15'-7'
30
G
19'-7"
21
C
18'-9"
34
H
18'-8"
20
C
18'-0"
33
H
20'-4"
21
19'-8"
34
H
26'-3"
23
25'-3"
36
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
�
19'-2"
32
G
24'-8"
20
E
24'-8"
34
H
�
f
15'-0"
20
14'-4"
30
18'-1"
21
17'-4"
33
H
17'-3"
21
16'-8"
33
18'-10'
21
18'-2"
33
H
24'-4"
23
36
I
J
8'-6'
8'
14'-3"
18
B
14'-3"
29
17'-2"
19
17'-2"
31
16'-6"
18
C
16'-6"
30
G
18'-0"
19
C
18'-0"
31
G
23'-2"
21
E
23'-2"
33
H
,
8
s
14'-1'
20
C
13'-6"
29
G
17'-0'
22
C
16'-3'
32
G
16'-2"
21
15'-7"
32
17'-8'
22
17'-1'
33
H
22'-9'
24
22'-0'
35
I
..J
7'-7"
g'
18
C
13'-6"
30
16'-3"
19
E
16'-3"' '
31
" '
15'-6"
19
C
15'-6"
31
G
17'-0"
19
E
17'-0"
32
G
21'-1
21
E
21'-1
34
H
9'
LL 1
13'-3"
21
12'-9'
30
G
16'-0"
22
32
G
15'-3"
22
14'-8"
32
16'-8"
22
16'-1 "
32
21'-6"
24
0'-8"
34
I
W
6'-10"
10'
12'-9"
18
C
12'-9"
30
G
15'-4"
19
E
32`
vG
14'-9"
19
E
14'-9"
31
G
16'-1"
20
E
16'-1"
32
G
20'-9"
21
E
20'-9'9,_8„
334
H
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
0
,
6 -2"
11'
12' 2"
19
C
12'-2"
31
G
20
E
G
14'-1"
19
E
14'-1"
32
15'-4"
20
E
15'-4"
32
G
19'-9"
22
E
19'-9"8-9"
334
0
12'-0"
21
11'-7"
30
23
14'-0"
32
13'-10'
23
13'x"
31
15'-2"
23
14'-7"
32
H
19'-6"
25
�
5,_8„
11'-8"1
122
(✓
11'-811
331
14'-13,-10'
223
14'-113'-4"
332
G
13-6
223
E
13'-6"2,-9"
332
14'-9 4,-0„
223
E
14'-9'4,-0"
332
H
19'-0"8'-8"
226
E
19'-0"B'-0"
334
1
12,
-6"
-1
G
E
H
3'-3"
G
12'
6
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
=
MAX.COL.
SPACING
F �
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F �
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FTG.
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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.ON
CL
SLAB�SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)POST
SPACING(IN.)
POST
SPACING
(IN.j
POST
SPACING
(IN.)POST
11
SPACING
SPACING
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POST
SPACING
(IN.)POSTSPACING
(IN.)POST
m(2},(3)(SPAN)(1)
0
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)TYPE
(SPAN)
(1)
TYPE
(SPAN)
(SPAN)
(1)TYPE
(SPAN)
(1)
TYPE
(SPAN)TYPE�13'-7"
5'18'-0"17B17'-8"33
G
21'-8"19B21'-4"
34
H
20'-9"
18B20x"32
H
22'-8"
+FrG.MAx.POST
22'-4"
35
I29'-2"20
C28'-9"
37KO17'-3'2016'-6'34H20'-102120-036K2002119-1"34
I21'-10'
20'-10'36K28'-2"23
E
6'-10'
39
1-4615-10"20BH19'-1"22C18'-3"351-3"21C17'-6"33I20'-0"
16'4"1816'-2G
19'-9"1919'-7"33H19'0"19
B18
-8"32H20'-8"
20'x"
34
H26'8"
21
E
26'-3"
36
K
6
19'-1"
36
1
25'-9"
24
24'-7"
38
7
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9,_9„
7,
15'-214-8'
12i
B
15-014'-0"
333
G
18�
222
18'-16'-10'
334
171
122
C
17'-16-2"
333
G
191- 1"8-6"
223
C
18'-117,-8"
335
H
225
24'-212-9"
337
I
7,
H
7-8"
C
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17'-0"
H
124
23'-10'
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,
8-6"
8 '
14'-3"
19
B
14'-1"
31
G
17'-2"
20
C
17'-0"
32
G
16'-6"
20
C
16'
G
18'-0"
20
C
17'-8"
33
G
23'-2"
22
E
35
I
,
8
13'-9"
21
C
13'-1"
32
16'-7'
23
15'-10'
34
H
5'-10"
22
15'-2"
H
17'-4-
23
16'-7'
34
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22'-3'
25
21'-3'
37
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9'
13'-6"
19
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13'-3"
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16'-3"
21
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16'-0"
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15'-3"
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17'-0"
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16'-8"
32
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23
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13'-0'
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12' 4'
32
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15'-8"
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14'-3"
H
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12'912,-322212'711-9'331G15'-44'-10'224E15'-114'-2"333GH14-9'4,-2"223E14'-6'3,-7"
Cj
16'- 1"5-7"
224
E
15'-14,-10'
333
H
20'- 20,-0"
226
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20'-4"
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11'
20
C
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21
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14'-6"
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15'-4"
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15'-2"
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Fi
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a
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19'-127
r
5,_8„
223
11'-610-9,
331
14' _1'
224
13'-113'-0"
332
13'-63'-0"
224
13'-12,-0"
332
H
14'-9'4,-2"
225
E
14'-6"3,-7"
332
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19'-0"8'-3"
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18'-8"7,-6"
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1
OF Cql.\FO`s
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
33
3
REVISIONS
MARK DATE DESCRFTIDN zz2
F
;
a sTEuoe s is-io»-i �
s
DATE 3!312015 ogf
DRAWN BY MAP 3g}
3
CHECKED DI(R c
LATTICE COVERS ATTACHED �
�
& FREESTANDING
BEAM SPANS, �
10 PSF L.L, 110-130 MPH �
B
SH 35
35 OF 50 SHEETS
12'
t ..
A o B o C e D o E o .F o G o H e I o
ATTACHED &FREESTANDING
LATTICE COVERS
10 PSF LIVE
LOAD - 110,120,130 MPH - EXP. B & C
DBL: 3"x8"x0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT
Q
C
G
O
MAX.COL.
SPACING
ON SLAB
(2). (3)
>
m
ATTACHED
FREESTANDING
}
<_
� ~
m
MAx•POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN.
SPACING (IN.) POST
(SPAN) (1) TYPE
13'-7"
5'
32'-0" 19
32'-0" 21
E
32'-0" 34 H
31'-2" 36 K
5,
11'-4
6'
29'-2" 19
29'-2" 22
E
29'-2" 33 H
28'-6" 36 I
6'
r
r
�
9'-9"
7
27'-1" 20
27'-1" 22
E
27'-1" 33 H
26'-4" 35 I
,
7
J
8'-6"
8
20
25'-3' 23
E
25'-3" 34 H8,
J
LL7'-7"
in
�
O
,
9
23'-1 21
3'-10" 23
E
23'-1 35 I
23'-3" 34 H
9'
6'-10"
10'
22' 8" 21
22'-8" 24
E
22'-8" 35
22'-1" 35
10'
6'-2"
11'
21'-8" 21
21'-8" 24
E
21'-8" 36
21'-1" 35
r
5'-8"
12'
20'-8" 22
20'-8" 25
E
20'-8" 36 K
20'-2" 36 J
12'
=
O
SPACING
ONS LAB
�
:)8
m
ATTACHED
FREESTANDING
�
j p
m 3
FTG.
MAx•POSTr
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAx.POST FTG. MIN.
SPACING (IN.) POST
(SPAN) (1) TYPE
13'-7"
5'
32'-0" 20
32'-0" 23
E
32'-0" 36 K
30'-3" 38
5'
N
r
11'-4
6
29'-2" 20
29'-2" 23
E
29'-2" 35 I
27'-8" 37 K
6'
9'-9"
7
27'-1" 21
27'_1" 24
E
27'-1" 35
37 K
7'
J
8'-6"
8125'-3"
21
25'-3' 25
E
25'-3" 34 H
24'-0" 36 K
8'
J
LL
U)
�
O
7'-7"
9'
23'-1 22
3'-10" 25
E
23'-1 35
22'-0" 35
9'
6'-10"
10'
22'-8" 22
22'-8" 26
E
22'-8" 35 �
22'-1" 35
10'
6'-2"
11'
21'-8" 22
21'-8" 26
E
21'-8" 36
21'-1" 35 .
r
5'-8"
12'
20'-8" 23
20'-8" 26
E
20'-8" 36 K
20'-2" 35 I
12'
t1
MAX.COL.
SPACING
ON SLAB
(2) (g)
}
� o
m �
F
ATTACHED
FREESTANDING
� o
m �
It
MAX•POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN.
SPACING (IN.) POST
(SPAN) (1) TYPE
O
13'-7"
5'
32'-0" 21
32'-0" 24
E
32'-0" 38 K
29'-4" 40
5'
M
r
11'-4'
6'
29'-2" 22
29'-2" 25
E
29'-2" 37 K
6'-10" 39
6
I
9'-9"
7
27'-1" 22
27'_1" 25
E
36 K
V-24- 38
7'
J
8'-61,
8
25'-3" 23
25'-3' 26
E
25'-3" 36 J
23'-3' 37 K
,
8
J LL
�%%
a
O
7'-7
,
9
23'-1 23
3'-10" 26
E
23'-1 35 I
22'-0" 37 K
9,
6'-10"
10'
22'-8" 24
22'-8" 27
E
22'-8" 35 I
36 K
10'
6-211
11
21'-8" 24
21'-8" -7-2
21'-8" 36 I
,
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ASSUMPTION
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4 STEL JOB # 157071-7
DATE 313!2015
DRAWN BY
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11
7
9'-10" 36 K
r
5-8
12'
20'-8" 24
E
20'-8" 36 J
12'
20'-8" 28
19'-1" 36 I
MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 36
36 OF 50 SHEETS
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4 STEL JOB q � 157071-1
DATE 31312015
DRAWN BY MAP
- DKR
CHECKED `
ADDITIONAL STATE
LICENSURE STAMPS
SH - 50
50 OF 50
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SHEETS
1
i
13in
City of Lei Quintd
Building K Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
3 Building Permit Application and Tracking Sheet
Permit #
AT12-0)
Project Address: 810 V O d�0.tL �v 5
Owner's Name: G
A. P. Number:
Address': C7 Mp^p—( G`n O S C'(
Legal Description:
City, ST, Zip: Lc- & V t n6 ZZS
Contractor a G`,. US.
Tci6p 2,n'e':"7b0"S3'171-(b3 Li
Address: ` d7R q p v --%A fdad • 1.
Project Description: f
,
City. ST, Zip: //h tl0� QVAR-f
Telephone: %(.jQ —Z03— q (3
3
��fiz�. �_ � •�
"_`
State Lia # : 13.7 g (I
City Lie. ;E:
Arch., Engr., Designer:
Address:
.
City, ST, 'Lip:
'
Telephone: - '
,:� � .a J �•d fir: VVV,.j
a <?` '^':.`
ri•(.�.�>.�.:
v
Construction Type: Occupancy:.
Project type (circle one 'ew Add'n Alter Repair Demo
Sq Ft.: Z # Stories;; J # Units:
State Lic. #:
Name of Contact Person: AA' CJ's
Telephone # of Contact Person: .7 6 o ( '3
Estimated Value of Project: s O
APPLICANT: DO NOT WRITE BELOW THIS LINE
9
Submittal
Rcq'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted ,
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cal cs.
Called Contact Person
Plan Check Balance
,
Title 24 Cates.
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2n° Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Repiew, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub, Wks. Appr
Date of permit issue
1
Total Permit Fees
S
J