BPAT2016-009878-495 CALLE TAMPICO - U 4v VOICE (760) 777-7125
FAX (760) 777-7011
LA C1UIN'ffa; CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
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LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 770843
Date: Contractor./ {Ivy
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).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(1 I, as owner of the property, am 6clusively 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
Lender's Add
WORKER'S COMPENSAT.•ON 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 370C of the Labor Code, for the performance
of the work for which this permit is issued.
ave 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: MID-CENTURY INSURANCE COMPANY Policy Number: A09461819
I certify that in the performance of :he work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree thet, 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: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOF 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 thi_ application.
1. Each person upon whose behalf this appli••ration is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of ssuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordi lances and state laws relating to building.
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
Date: _—�C��� Signature (Applicantor Agent):
Date: .10/6/2016
Application Number:
BPAT2016-0098
Owner:
Property Address:
79941 WILLIAM STONE WAY
CLAYTON AND LINDESY MOE
APN:
604491005
79857 WILLIAM STONE WY
Application Description:
MOE / SOLID PATIO COVER�01-'RtE . A IRWYAIRD
LA QUINTA, CA 92253
Property Zoning:
u -I
Application Valuation:
$2,736.00 g
91
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Applicant:
-
7 -
Contractor:
LIFETIME PATIOS
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LIFETIME PATIOS
P O BOX 5806
q�10
a
P O BOX 5806
LA QUINTA, CA 92248
i
LA QUINTA, CA 92248
(760)772-0013
Llc. No.: 770843
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LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 770843
Date: Contractor./ {Ivy
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).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(1 I, as owner of the property, am 6clusively 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
Lender's Add
WORKER'S COMPENSAT.•ON 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 370C of the Labor Code, for the performance
of the work for which this permit is issued.
ave 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: MID-CENTURY INSURANCE COMPANY Policy Number: A09461819
I certify that in the performance of :he work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree thet, 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: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOF 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 thi_ application.
1. Each person upon whose behalf this appli••ration is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of ssuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordi lances and state laws relating to building.
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.
Date: _—�C��� Signature (Applicantor Agent):
Date: 10/6/2016
Application Number:
BPAT2016-0098
Owner:
Property Address:
79941 WILLIAM STONE WAY
CLAYTON AND LIMDESY MOE
.APN:
604491005
79857 WILLIAM STONE WY
Application Description:
MOE / SOLID PATIO COVER AT REAR YARD
LA QUINTA, CA 9253
Property Zoning:
Application. Valuation:
$2,736.00
Applicant:
Contractor:
LIFETIME PATIOS
LIFETIME PATIOS
P O BOX 5806
P O BOX 5806
" LA QUINTA, CA 92248
LA QUINTA, CA 92248
(760)772-0013
-----------------------------------------------------------------------------------------------
LIC. No.: 770843
Detail: 304SF SOLID PATIO COVER AT REAR YARD [DURALUM SPECIFICATIONS] THIS PERMIT
DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013
CALIFORNIA BUILDING CODES.
FINANCIAL •' •
DESCRIPTION ACCOUNT QTY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION" BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PATIO COVER, STD, OPEN
101-0000-42404
0
$101.84
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PATIO COVER, STD, OPEN PC
101-0000-42600.
0
$100.32
Total Paid for PATIO COVER'/ COVERED PORCH / LA—TICE: $202.16
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SMI - RESIDENTIAL
101-0000-20308
0
$0.50
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50
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- .'- . Ronr Prnncrfv I inc
William Stone Way
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10/6/16 .r
Crty of La Quinta
Building 8r Safety Division
P.O. Box 1504,78-495 Calle Tampico
ia.Quinta, CA 92253 -:(760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
ProjectAddress: 79941 William Ston'e.Way La Quinta,.9 qfter'sxame:. Cla on and Lidsey Moe
A. P. Number. Address: 79857 William Stone 'JVa
Legal Description: City, ST, Zip: La Quinta, CA, 922.53
Contractor Lifetime Patios Telephone: 760 393 1430
Address: PO Box 5806 Project Description:
City, sT,Zip: La Quinta, CA, 92248 Attached Weatherwood-Solid Shade Strucuture..
Telephone: 760 777 2650 Approx. 19'x 16'
State Lic. # : '13770843 City Lic. # 3258
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone: , . °
.L
State Lie. #: "
Construction Type: • Occupancy:
Project type (circle one): New Add'a Alter Repair Demo
Name of Contact Person: Charles Tunstead
Sq. Ft.: 304
# Stories:
# Units:
Telephone # of Contact Person: 7.60 777.2650/ 760 668 1700
Estimated Value of Project: $2,736 00
APPLICANT: DO NOT WRITE BELOW THIS UNE
N
Submittal
Req'd
Recd
TRACKING
PERMIT FEES -
Plan Sets
Plan Check submitted
Item Amount
Structural Cates.
Reviewed, ready for conwdons
Plan Check Deposit. .
Truss Calcs.
Called Contact Person
Plan Check :3alance
Title 24 Calci'.
Plans picked up
Constructioi
Flood plain plan'
Plans resubmitted..
Mecharilcal
Grading plan
Z'! Review, ready for correctioteissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans pldwil up
ML
H.O.A. Approval
Plan's resubmitted
Grading
IN HOUSE:-
1i° Review; ready for correctionsAssne
Developer Impact Fee
Planning Approval.
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
m
° F o G
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
110 MPH
85 MPH
A
o B °
m
° F o G
CBC /IBC
WIND SPEED
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
110 MPH
85 MPH
1
GENERAL NOTES:
DESIGN REQUIREMENTS:
WIND SPEED CONVERSION TABLE:
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on
GOVERNING CODES:
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC .&
SITE DESIGN PARAMETERS:
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
IBC APPENDIX CHAPTER 1.
o
TECHNIQUES, SEQUENCES AND PROCEDURES.
SEISMIC DESIGN CATEGORY: D
2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND
ROOF LIVE AND SNOW LOADS: 10. 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND
SPEED BY 0.6
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S,= 1.50, S, = 0.6, S = 1.0, SG= 0.50
RESIDENTIAL CODES, ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
LEVEL 25, 30, 40 & 50 psf)
-
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
RESPONSE MODIFICATION FACTOR, R:1.25
AND THE 2015 ALUMINUM DESIGN MANUAL - ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
CD
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
6. DESIGN ASSUMPTIONS: '
ACCORDANCE WITH 2012/2015 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION
ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL
CHANGE ORDER.
A BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
AND ACI 318-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
25, 30, 40 & 50 psf)
m
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
DRAWING NOTES:
ADDITIONAL DESIGN REQUIREMENTS:
3
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,'.
,
SEE CONVERSION METHOD, THIS PAGE,
2
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
DRIFT DESIGN
a
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
2. BASIC WIND SPEEDS: 110, 120.130 MPH, EXPOSURES B AND C. -
FOR APPLICATION
AND USE.
CBC /IBC
WIND SPEED
EQUIVALENT CRC IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
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06-23-16
DURALUNI
IAPMO 0195
APPROVAL
IREVISIONS '
DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 06-23.16
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES g
SH -0 5
0 OF 50 SHEETS
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-13
OO
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
N CO
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on
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
5. SEISMIC DESIGN PARAMETERS:
SITE DESIGN PARAMETERS:
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
SITE CLASS: D y
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
o
TECHNIQUES, SEQUENCES AND PROCEDURES.
SEISMIC DESIGN CATEGORY: D
U) o
SITE ADDRESS'
SPEED BY 0.6
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S,= 1.50, S, = 0.6, S = 1.0, SG= 0.50
W >
-
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
RESPONSE MODIFICATION FACTOR, R:1.25
O�
SH - 37-38 .....LATTICE
CD
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
6. DESIGN ASSUMPTIONS: '
O (n
O
CHANGE ORDER.
A BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
m
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C77
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
3
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
- SH - 47 ..........INSULATED
ROOF PANEL ATTACHMENT DETAILS
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SH - 48 ..........SNOW
DRIFT DESIGN
a
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
SH - 49 ..........SPAN
REDUCTION FACTOR TABLES
WIND SPEED & EXPOSURE:
SHEETS 49 FOR SPAN REDUCTION FACTORS.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EXISTING OR NEW CONRETE SLABS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
CARPORTS.
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
ROOF / SNOW LOAD:
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
DESIGN CONSIDERATIONS:
A. TITLE SHEET AND GENERAL NOTES.
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
12. MINIMUM COVER PROJECTION IS 10'.
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
4
13 SIZE OF ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
STRUCTURAL.
EXISMINITING OVERHANGUM
.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
D.
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
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
ENGINEERING FIRM
ASCE/SEI 7.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
V
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN
JURISDICTION.
ACCORDANCE WI
C*,.
COVERASCEISEI EAN
17. THE RATIO (WP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHEETINDEXSHALL
NOT EXCEED ONE (1).
UCTURAL ENGINEERING
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
SHEET # SHEET TITLE / DESCRIPTION
BE -LESS THAN ONE (1).
26030 ACERO SURE 200 PHONE: (949) 30S-1150
T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES
MISSION VIEJO. CA 92691 FAx (949)305.1420
5
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
SH -1 ............. SOLID PANEL STRUCTURES
STRUCTURAL ENGINEER
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
SH -2 ............OPEN LATTICE STRUCTURES
OF RECORD: DUSTIN K ROSEPINK SE 5885
---
-----WI-THTHEALUMINUM-ASSOCIATIONAND-HAVE-EQUAL-OR-GREATERYEIL-DAND-UL-TIMATE-STRENGTHS.----------SH-3
PANEE-..PANE-V W-PANEL&FLATPAN---------
POINTOFCONTACT:------ANTHONY'TRAN'---
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0
06-23-16
DURALUNI
IAPMO 0195
APPROVAL
IREVISIONS '
DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 06-23.16
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES g
SH -0 5
0 OF 50 SHEETS
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 SH -4 ............MINIMUM FASTENERS
SH - 15-17 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-13
OO
SH - 18-20 .....SOLID
N CO
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on
WIND SPEED CONVERSION TABLE:
W m
^ pLr1
BUILDING Sc SAFE 1 I DEP T.
tz U
ml
-
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
�
;z3
6
U) o
x
SPEED BY 0.6
W_
LL_
W >
-
4
Q Z
0
O�
SH - 37-38 .....LATTICE
CD
0.6
O (n
O
N
SH - 41-42 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
m
SH - 43-44 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
C77
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0
06-23-16
DURALUNI
IAPMO 0195
APPROVAL
IREVISIONS '
DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 06-23.16
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES g
SH -0 5
0 OF 50 SHEETS
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 SH -4 ............MINIMUM FASTENERS
SH - 15-17 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-13
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FTx 2 PER SH - 5-6 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
-N OF 1 A Q U I
SH - 18-20 .....SOLID
TABLE 1806.2 AND SECTION
SH - 7 BEAM TYPES, COLUMN / POST TYPES
V �� ii
CI �s(�/
WIND SPEED CONVERSION TABLE:
S SHA.a.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ............HEADER
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. SH -8 ............EXISTING EAVE CONNECTION DETAILS
^ pLr1
BUILDING Sc SAFE 1 I DEP T.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
APPROVED
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. SH -10 / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
6
..........COLUMN
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. SH -11 FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
FOR CONST CTION
SPEED BY 0.6
..........LATERAL
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR SH - 12 ..........BEAM TO POST &LATTICE TUBE TO RAFTER CONNECTION DETAILS
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON ACONCRETE SLAB IS LIMITED TO USE WITH SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). SH - 14 ..........BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS
�%
DATE � B
/QRpFESS 10��
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S 5885
0
06-23-16
DURALUNI
IAPMO 0195
APPROVAL
IREVISIONS '
DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 06-23.16
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES g
SH -0 5
0 OF 50 SHEETS
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
SH - 15-17 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-13
SH - 18-20 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
WIND SPEED CONVERSION TABLE:
SH - 21-23 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
SH - 24-27 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SH - 28-30 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SPEED BY 0.6
SH - 31-33 .....SOLID
COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SH - 34-36 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SHALL BE BASED ON 85 MPH =110 MPH.
SH - 37-38 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
0.6
SH - 39-40 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 41-42 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 43-44 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
SH - 45-46 .....LATTICE
COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
- SH - 47 ..........INSULATED
ROOF PANEL ATTACHMENT DETAILS
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SH - 48 ..........SNOW
DRIFT DESIGN
a
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SH - 49 ..........SPAN
REDUCTION FACTOR TABLES
SHEETS 49 FOR SPAN REDUCTION FACTORS.
SH - 50 ..........ADDITIONAL
STATE LICENSURE STAMPS
/QRpFESS 10��
������ K�
S 5885
0
06-23-16
DURALUNI
IAPMO 0195
APPROVAL
IREVISIONS '
DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 06-23.16
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES g
SH -0 5
0 OF 50 SHEETS
1
2
3
4I
--- _1 l
71
oI
81
o B o
SOLID PANEL STRUCTURES
o G o
ROOF ROOF
OVERHANG, ATTACHMENT OVERHANG,
ATTACHMENT SEE DETAIL A, B & C. OR WOOD, OR
OR WOOD, OR CEN
ROOF PANEL SEE TABLES SEE DETAIL A, B & C, CFN ROOF PANEL SEE TABLES SHEET B Gr/-/ CONCRETE
SHEET 4 FOR ROOF SHEET 8 AI�O T OFSTRUC WALL SEECONCRETSHEET 4 FOR ROOF ANO SNq� N STRIJ WALL SEE
PANEL
SUPPORTING
BEAM. A17ACHMENT TOTH�PRO F T �S Ttiq�IES SHEET 8 PANEL �NGER BEAM ACHMENT TO MIN. 0.25" SLOPE PER FT. T//FPROP 7 �S ���tv SHEET 8
HANGER
0. SP PN 0.
"O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25%
OF ROOF PANEL OF ROOF PANEL
ALLOWABLE SPAN ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12—"/ 8 SEE DETAIL 11; SHEET 12� SEA
FOR MANDATORY SPLICE. POST SpAN BEAM - SEE TABLES FORMANDATORY BEAM SPLICE E. POST SPAN/ BEAM - SEE TABLES =
NO BEAM SPLICE AT E SPACING = EXTERIOR POSTS. SEE TAe AC/ FOR POST SPACING
EXTERIOR POSTS. S E rq8 CFS
CES O
POSTS, SIZE VARIES O%CIyO POSTS, SIZE VARIES Eke' NOT r0
SEE SHT. 11 FOR MINIMUM 25% OF TO FkC iv SEE SHT. 11 FOR MINIMUM OFgeE025 %
NUMBER OF REQUIRED COLUMNS BEA49gC�oWABCP NUMBER OF REQUIRED COLUMNS ALLOW
SPAN
3 1/2" SLAB ATTACHMENT 3 1/2" SLAB ATTACHMENT
MAY BE USED NOTE: NO SPLICE AT EX TOR POSTS MAY BE USED
WHERE PERMITTED. WHERE PERMITTED.
SEE TABLES SEE TABLES
NOTE: EACH COMPONENT IS INTER- NOTE: EACH COMPONENT. IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "6" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
-- — ------A-T-TACHMENT TO — - -- —
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25%—i__
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
- -- O. H. STRUCTURE
i
SEA
POST SPAN/ BEAM AEE TABLES
AFF TAS ES NG . _ `FOR POST SPACING
NOT r0
OFB o
ACCO 441
W 8LESPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES—MIN.-Q.25" SLOPE
SHEET FOR ROOF PANEL
PER FT. O.H.
ATTACHMENT TO
O
SUPPORTING BEAM.
GM
O.H.
SPA
�.
SPAN
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
M
ALLOWABLE SPAN J�
SEE DETAIL 11, SHEET 12✓
e
SPLICE.
FORNONBEAM
Sp
SPLICE AT
SET SPORY
�N G
EXTERIOR POSTS.
7ASCES
u-
POSTS, SIZE VARIES
W >
3 1/2" SLAB
MAY BE USED
J
TO CONSTRAIN I
FOOTING, SEE
o O
TABLES
co
FOOTINGS
�C BEAM - SEE TABLES
FOR POST SPACING
NOrrcll
OF S
'ALLOW
A&L
CCpyyABCE SPAN
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
Y.
DATE
O
DRAWN BY
O
N
GM
�.
N N
O
W m
M
C/ U
rn
W W
u-
W >
—
Qzo
o O
o
co
d -
O Q?f Ess I�
o S 5885
OF Cp`
06-23-16
DURALUM
IAPMO 0195
REVISIONS '
�1 DATE DESCRIPTION
4 STEL JOB B 16-1071
DATE
06-23.16
DRAWN BY
AT
CHECKED
GM
SOLID PANEL
STRUCTURES
SH- 1
1 OF 50 SHEETS
_ ..- --------------
SY e 'ate`''-`}::: _: :• _�•:: - _.:_...:-� :: ?'-�
OPEN LATTICE STRUCTURES ..
a
• RAFTER, SEE TABLES WALL LEDGER OR
- ., _ - - •-�E1'7Sri ROOF OVERHANG,
NGS - SEE DETAIL A,BBC
LEDGER
OR `.;
&11/4 SEE
SHEET 8.
ROOF NG..
MAX 0. H. \ - SEE DETAILA,B 8 C .. _ . • _ - ,
q' 25% OF RAFTER O,H' .. - \ SHEET B. ERS ES RAFT EE TABLES
-
ALLOWABLE -
o�,� MAX- O.H., 0 -
S Eq NG 25% OF RAFTER -
�FS ?6 tq,l ALLOWABLE
^9n, _ OFpOVF SPAN
- OSTSpgA,G•` i
MANDATORY BEAM SPICE - SEE
IL 11.
NOTBEAM SPL CEE AT �.a'�p UG - .'l3 c7
' EXTERIOR POSTS 3� ..X f- , _
--. RHgN - 52MANDATORY BEAM SPICE - SEE �G� G-
_ LENGTH OF STRUCTURE VARIES G _ DETAIL I i,'SHEET 12
NO BEAM SPLICE AT 0� - OV
POST WITH SIDE PLAT S 3
B SEE SHT. 11 FOR MINIM M - EXTERIOR POSTS (o} F
'OO NUMBER OF REOUI G
-
COLUMNS p i LENGTH OF STRUCTURE VARIES _
N
e FT9@�FS G " 9 H SIDE LATES
POST WIT
312" SLAB ATTACHMENT A �M
B OST Sp SEE SHT. 11 FOR MINIMUM
p0 Fgy7 MAY BE USED WHERE !• S Sp 9N� NUMBER OF REQUIRED
PERMITTED.NOTE: EACH COMPONENT IS INTER- SF TspaPgN� SEE TABLES "� FFTge<c�Nc COLUMNS
CHANGEABLE WITH ANY OTHER FTge�C7NG ��• Fs e
COMPONTENT UNLESS OTHERWISE SHOWN. Fs FOOTING WHERE REQUIRED, NOTE: EACH COMPONENT IS INTER- po T'sp 3TICE-TY12"
SLAB ATTACHMENT
SEE TABLES . CHANGEABLE WITH ANY OTHER . S sp Ary MAY BE USED WHERE '
NOTE: MAIM NOT BE COVERED.
STRUCTURE _ COMPONTENT UNLESS OTHERWISE SHOWN. FFTae °jNG I PERMITTED.
® RFs SEE TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
' - - Ml.Y NOT BE COVERED. FOOTING WHERE REQUIRED,
' - - - SEE TABLES '
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
'-'- 1---'-'�' --RAFTER, SE_ETABLE---•---_
.. -
- - - --.-..---------------
,-
-----^-'--
�� ...----- s-. -
-------'-'-' -
N
+4
.. FOR SIZE-
----- - - --. •-
-- --
-
— --------•----------
_ - AND SPACING
•i,
O
Q
W LL
MAX 0 .
O•H.
- - `
- - - RAFTER, SEE TABLE
FOR SIZE
Q
0_
.-
�M U) LCj
O UJ
25% OF RAFTER
25%OF
p
ANDSPACING
ALLOWABLE
- p
osTSpFRH O SPAN
MAX O.H. O.H.
25%-0F RAFTER
OFCAl\F�¢
• -
• '9CiCG
-
- ^
- .1�ALLOWABLE
SPAN
IAPMO 0195
_
yOOf
V
.
pDs SANG
•
MARK DATE DESCRUMON
gg
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4 STEL JOB R - 16.1071
j
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-
60•
Q
=
c7
_
LENGTH OF VARIES
P•(�
OVF
<
G.
O
`.
STRUCTURE
��
' - MANDATORY BEAM SPICE - SEE
(d�
0��RH'q$
- DETAIL 11, SHEET 12
NO BEAM SPLICE AT -
_
POST CROSS -SECT]
' -
"
LENGTH OF STRUCTURE VARIES
qA/G
-
- p
- - EXTERIOR POSTSOS
SFF RSp�Ci
SEE POST DETAI
--.MANDATORCETALISPSHEETE2
. -
POST CR
t -
SS -SECTION,
NG
-
3 12" SLAB
NO BEAM SPLICE AT S OST
_
SEE POST DETAIL, ,
NOTE: EACH COMPONENT IS INTER-
posT
MAY BE USED -
TO CONSTRAIN
- "; EXTERIOR POSTS FFT Spq
qe<F°jNG
_
sF
FOOTING, SEE '
S
31/2"SLAB
CHANGEABLE WITH ANY OTHER
Sp
FT9BgCi
TABLES
BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
NG I
FS
NOTE: EACH COMPONENT IS INTER-
p D sT
TO CONSTRAIN
TO
FOOTING, SEE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE -
-
CHANGEABLE WITH ANY OTHER
SFFT SpgCi
Ae<FSNG `�-
TABLES '
MAY NOT BE COVERED.
FOOTING SEE TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
'
- - -
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
-
FOOTING SEE TABLES,
-
•
MAY NOT BE COVERED.
TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
g
DATE - 06.23.16
DRAWN BY AT ?
CHECKED GM !
OPEN LATTICE
STRUCTURES
SH -2
2OF50SHEETS
°y D
N
+4
N N CD "
W m co
O
Q
W LL
ui
z CD
Q
0_
.-
�M U) LCj
O UJ
p
67
o , S 5885 a'9-
9OF
OFCAl\F�¢
06-23-16 '
DURALUM
IAPMO 0195
A -U APPROVAL
- REVISIONS
MARK DATE DESCRUMON
gg
H
4 STEL JOB R - 16.1071
g
DATE - 06.23.16
DRAWN BY AT ?
CHECKED GM !
OPEN LATTICE
STRUCTURES
SH -2
2OF50SHEETS
0
2
4
5
7
B
0
24" TRI -"V" PAN
o D oE c F c
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
75•
ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 25 30 40 50
24" TRI -"V" PAN
- 0.88 0.83 0.75 0.80
245AZYFx0.018" 0.85
0.80 0.65 0.65
LUSL
PANEL'T"
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.8
EXP.0
P In.) L�
(IN.)
13,_9.•
13._9,
10'-3"
10'-3"
10'-3"
IVY
10'-3"
10'-3"
12'-6"
10'-3'
.018
12'-6"
9'-7"
12'2"
9'-0"
020
14 7-
12' 8"
14•_ •
1'2'-0
12'-0'
11'-1"
9'-0"
8'2"
8'-7"
8'-1`
6' 2"
7'-5"
15'-3"
15'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12' 3"
12'.3-
10
.024
10
10
032
15'-7"
15'-7"
15 7"
13'-4'
13'-2"
12'-7"
10'4"
9'-9'
99 9"
9,_2,
9'-3"
8'-7"
17,_7"
17._7•
14'3"
14-3"
14-3"
14.3
14'_3
14'_3"
17 7"
14'-1'
.032
17 7"
13' 4"
040
I VA"
17' W
19'4"
16'-10"
19'4"
17'-0"
19'4"
16' 4"
15'-6"
14'-9"
12'-8"
12'-1"
12.1^
11.2
11.3
--10'-8-
19,_7,
19,_7"
8.
8'4"
8'4"
8'4"
8'4'
8'4"
12-1"
10'-3"
.018
12-1"
9'-10"
15-4"
9'-5'
11'-4"
11'4"
11'4"
11'-4"
1114'
7'-9"
7'-5"
7'-5"
7'-2"
7'-2"
6'-10"
11,_3,
11•_3•
101_1"
10,_1"
10,_1.•
10._1"
10,_1•
10,_1"
20
.024
9'-5"
8'-11"
20
024
12'-2"
11,-8"
11'-8"
11 _2
11 _3"
9'-0"
032
B'-1"
B'-1"
7'-9"
12'2"
12'-6"
12'-1
12'-1"
12,_1"
12•_1,
12,_1"
12,_1,
15'-6"
13•_1"
.032
14'-6"
14'-6"
14'-6"
11'-2"
W-15"
'-9"
10"
10'-3"
16'-6"
16'-8"
20
16'2"
14'2"
14'-8`
T_3'
7'-3"
7'-3"
7'-3"
7'J"
TJ"
032
018
040
13'-3"
T-8"
7'4"
7-4"
T-1"
7'-1'
6'-10"
13'-0"
16'-3"
8'-9"
8'-9"
8'-9"
8'-9"
g'-9"
8'-9"
25
.024
14'-10"
14'-3"
9'-9"
9'-9"
9'-9"
9'-9"
1__8'-8"
8'4"
8'-5"
8'-1"
8'-1"
10'4"
10'4"
1'-1"
11,_1,
11
11,_1,
11,_1•"
.020 (1)
.032
8'-3"
7'-10"
.020
10'2"
10'-1"
10'-3"
9'-10"
10.6,
10,_2
10,_2„
9'4"
9'2"
9'-2-
10'-4"
12'-0"
617.
6'-7"
6'-7"
6'-7"
6'-7"
6'-7"
.024
.018
.024
11'-0"
7'-3"
7'-0"
7'-0"
6'-9"
6'-10'
6'-7"
13._2,
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
30
.024
9'-3"
8'-10"
25
12.0
11 6
11.7"
10.10
13'-1"
8'-0"
8'-0"
T-9"
V-9"
T-5"
-
11'4°
9'-1"-
9'-1'.
9'-1'.'
.9,_1s
9. 1._.
91 1,._
12.1„
.D32
032
9'-10"
9'-6"
9'-6"
9'-1"
9'-2"
13'-0"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 25 30 40 50
12"xVY"x0.020"
- 0.88 0.83 0.75 0.80
245AZYFx0.018" 0.85
0.80 0.65 0.65
24"x2Y2"x0.024" 0.90
0.88 0.70 0.65
24x232"x0.032" 0.90
0.88 - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
o M 1
110/120/130 MPH EXP. B & C
6" 18" x 2 Yz" FLAT PAN
.09R Q.S.
4(ALLUNMARKED RADII .06R)zs•.282• (SEE TABLE BELOW45'
TYP.
L92' .75' 1.92'
.25'
-6.00'/8.00'
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY 3004-H36 OR EQUAL
12" x 3 112" W PANEL
8" x 2 32" FLAT PAN
LUSL
PANEI'T"
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
I EXP.0
EXP.B
EXRC
EXP.B
EXP.0
130 MPHSPAN
HEXP.0
(IN.)
P In.) L�
110 MPH SPAN
13,_9.•
13._9,
13,_9"
13,_9"
13,_5"
13,_9,
12-6"
10'-10"
020(1)
12'-6"
10'-3'
12'-6"
9'-6"
12'-6"
9'-7"
12'2"
9'-0"
020
14 7-
12' 8"
14•_ •
1'2'-0
12'-0'
11'-1"
11'-2"
19-0 7"
10'-7"
9'-11"
13 7"
11'4"
13 7"
11'-6"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-10"
13'-4"
.024
5'-10"
12'-9"
5'-10'
12'-1"
10
10
032
15'-7"
15'-7"
15 7"
13'-4'
13'-2"
12'-7"
12' 8"
11'-10
12'-0"
11'-1"
10
18'-0"
15'-0"
17,_7"
17._7•
17,_7,
17.7•
17--17,
17,_7"
17 7"
14'-10"
.032
17 7"
14'-1'
17 7'
14'-2'
17 7"
13' 4"
040
I VA"
17' W
19'4"
16'-10"
19'4"
17'-0"
19'4"
16' 4"
15'-6"
14'-9"
14'-9"
14'-0"
14'-1"
13'-3"
10-2"
9'-1"
10-2"
8'-9"
19,_7,
19,_7"
19._7.
19,_7,
19,_7,
19,_7,
12-1`
10'-10
.040
12-1"
10'-3"
12-1"
9'-9"
12-1"
9'-10"
15-4"
9'-5'
11'-4"
11'4"
11'4"
11'-4"
1114'
1114"
13 3"
13'-3"
13'_3"
13'_3"
11,_3,
11•_3•
11,_Y
11,_3"
11•_3,
11,_3,
10.1"
.020(1)
9'-9"
9'-3"
9'-5"
8'-11"
20
024
12'-2"
11,-8"
11'-8"
11 _2
11 _3"
9'-0"
032
13'-0"
11'-10"
13'-0"
11'-4"
13'-0"
11'-6'
12'2"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
15'-6"
13'_7"
.024
15'-6"
13•_1"
15'-6"
12•_8"
14'-6"
14'-6"
14'-6"
11'-2"
W-15"
14'-6"
16'-6"
16'-8"
20
16'2"
14'2"
14'-8`
14'-8"
14'2"
14' 8"
14'2"
032
040
13'-3"
12'-9'
12'-9"
12'4"
12'-4"
11'-7"
12'-10
13'-0"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3-
15'-2"
.040
14'-10
14'-10"
14'-3"
9'-9"
9'-9"
9'-9"
9'-9"
14'-7'
14'-7"
13'2"
14'-1"
13'-2"
10'4"
10'4"
1'-1"
11,_1,
11
11,_1,
11,_1•"
.020 (1)
>91%
8'-3"
7'-10"
.020
10'2"
10'-1"
10'-3"
9'-10"
9'-3"
9'-5"
8'-11"
9'-0">8"
'-6
10'-4"
10'-4"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
11'-1"
.024
11'-1"
.024
11'-0"
10'-7"
10'2"
10'-2"
10'-3"
9'-9"
25
13._2,
13,_2"
13._2„
13,_2"
13,_2,
13,_2.,
9'-7"
9'-7"
.032
9'-3"
8'-10"
25
12.0
11 6
11.7"
10.10
13'-1"
12'-7"
12'2"
12'-2"
12'-3"
11'2"
11'-4"
11'4°
14'-2'-
14'-2"-
14'-2"
14'-2"-
14'-2"-
14'-2"-
12.1„
.040
032
15'-0"
14,_4"
14.2"
13.7
13 _8"
13'-0"
10'-6"
10'-6"
10'-6"
10'-6'
10'-6"
10'-6"
11'-3"
.020(l)
10-10
10'4"
14'-1"
13'-7"
13'2"
13'-1"
9'-2"
8'-9"
8_11,
8'-5"
8'-6"
6'-2"
12'-3"-
12'-3"
11,_3„
11,_3,
11,_3,.
11,_3,
11,_3,
11,_3„
13'_1." ..13'-1"
.024
--
040
13 _3
12.9"
12.9„
12.3„
10'2"
10'-1"
10'-2'
9'-7"
9'-9"
9'-2"
30
14.8„
12'2"
12,_6„
12,_6"
12,_6"
12.6"
12.6.,
9,_3.
.032
9,_3.
y,_3.,
9._9.
9,_9.,
9._9.
9._9.
12' 6"
12 _1,
11 _10
11 _6,
11 _6
11 _1,
13'4"
13'4"
13'4"
13'4"
13'4"
13'4'
.040
8'-5"
8'-1"
8'-1"
7'-9"
14'-2"
13'2"
13'2"
13'-0"
13'-3"
12'-6"
9'-7"
9'-2"
91-1.
9 1"
9 1"
9-1"
9-1"
9-1"
'-9"
.020(1)
9'-9"
10'-4"
10'4"
10'4"
10'4"
10'4"
10'4"
8'-3'
8'-1"
8'-1"
7'-10,
7,_10•
7'-6"
10'-3"
10'-3"
10'-3"
10'-0"
10'-3"
10'-3"
.024
30
9'-1"6'-10"
9'-5'
9'-1"
99 1"
8'-10"
8'-10"
8'-7"
40
104
11'4"
9'-11"
11'4"
IVA"
11'"
11'"
'-9"
10'-9"
.032
11'4"
11'4"
114'
11'4"
11'-4"
-11"
113"
14
11-0
10-7"
140-8"
140 -3
12'-2"
12'-2"
12,_2"
12,_2,
12•_2.
12,_2"
.040
10'-8"10'4"
10'4"
10'-0"
13'-2"
12'2"
13'-0"
12'-6"
12'-7"
8'-2"
6 2-
8'-2'
8-2-
B 2"
8'2"
11•_7,
020(l)
12•_3„
12•_3"
12._3•
12,_3"
12•_3"
12,_3,
T-1'
7'-1"
7'-1"
6'-i t"
6'-11"
9,_2,
9._2,
9,_2.
9,_2.,
9._2.
9,_2.
.024
12•_2„11'2"
11 _9,
8'-0"
T-10'
7'-10"
7'2"
7'-8"
7' 6"
50
_1
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
'4"
.032
B'4"
9'-0"
9,_0"
9•-0"
9'-0"9'-0"
9'-7"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
.040
7'-6"7'-3"
7'-2'
11'-D"
10'-10"
10'-10"
10'-7"
10%B"
10'4"
8" x 2 32" FLAT PAN
6'x 2 Yz" FLAT PAN
LUSL
P (IN.) LT
PH SPAN
120 PH SPAN
130 MPHSPAN
HEXP.0
LUSL
P In.) L�
110 MPH SPAN
12D PH SPAN
130 PH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B
EXP.B I EXP.0 EXP.B _EXP.0 EXP.B EXP.0
020
12-6"
10'-10"
12'-6"
10'-1"
12'-6"
10'-3'
12'-6"
9'-6"
12'-6"
9'-7"
12'2"
9'-0"
020
14 7-
12' 8"
14•_ •
1'2'-0
14•_7,
12'-0"
14,_7.
11 4"
14•_7"
11'-6"
14,_7,
10'-9"
.024
13 7"
12'-1"
13 7"
11'4"
13 7"
11'-6"
13'-7"
10'-9"
13'-7'
10-10"
13 7"
10'-1"
.024
15'-10"
14'-2"
5'-10"
13'4"
15'-10"
13'-4"
5'-10"
12'-B"
5'-10"
12'-9"
5'-10'
12'-1"
10
10
032
15'-7"
15'-7"
15 7"
13'-4'
15 7"
12'4"
15 7"
12'-6"
15 7'
12'-0"
032
18'-0"
16'-2'
18'-0"
15'-B"
16'-0"
15'-9"
18'-0"
15'-0"
18'-0"
15'-1"
14,-3"
040
17 7"
15'-7"
17 7"
14'-10"
17 -7"
14'-10"
17 7"
14'-1'
17 7'
14'-2'
17 7"
13' 4"
040
I VA"
17' W
19'4"
16'-10"
19'4"
17'-0"
19'4"
16' 4"
19'-4"
16'-6"
19' 4"
16'-0'
.ozo
10-2"
9'-1"
10-2"
8'-9"
10-2"
8'-9"
10-2"
8'-4"
10-2"
8'2"
10-2"
7'-11'
.ozo
12-1`
10'-10
12-1"
10'4"
12-1"
10'-3"
12-1"
9'-9"
12-1"
9'-10"
15-4"
9'-5'
11'-4"
11'4"
11'4"
11'-4"
1114'
1114"
13 3"
13'-3"
13'_3"
13'_3"
13'_3"
13'_3"
20
024
10.1"
9
9'-9"
9'-3"
9'-5"
8'-11"
20
024
12'-2"
11,-8"
11'-8"
11 _2
11 _3"
10.7"
032
13'-0"
11'-10"
13'-0"
11'-4"
13'-0"
11'-6'
13'-0"
11'-0"
13'-0"
11'-0"
13'-0"
IV W
032
15'-6"
14' 2"
15'-6"
13'-5"
15'-6"
13'_7"
15'2"
13'_0"
15'-6"
13•_1"
15'-6"
12•_8"
14'-6"
14'-6"
14'-6"
142
W-15"
14'-6"
16'-6"
16'-8"
16 -8"
16'2"
16'-8"
16'2"
040
040
13'-6"
12'-10
13'-0"
124
12'2"
11'-10"
15'2"
15'-2"
15'-2"
14'-10
14'-10"
14'-3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10'4"
10'4"
10'4"
10'-4"
10'4"
10'4"
.020
8'-3"
8'-3"
7'-10"
.020
10'2"
10'-1"
10'-3"
9'-8"
9'-9"
9'4"
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
10'4"-1
1"
11'-1"
'-1°
11'111"1_0"
11'-1"
.024
.024
25
9'-11"
9'-7"
9'-7"
9'-2"
9'-3"
8'-10"
25
12.0
11 6
11.7"
10.10
11 _0,
10 6„
11'4"
it ' -4"
11'-4"
11'-4"
11'4°
11'4°
12'_1
12.1„
12.1,
12'_1„
12.1„
12.1"
032
.032
11'-10"
11'-3"
11'-3"
10'-9"
10-10
10'4"
14'-1"
13'-7"
13'2"
13'-1"
13'-2"
12'4"
- -
12'-3"
12'•3"
12'-3"
12'-3"-
12'-3"
12'-3"-
_. ..__.
13'-1"-
13.1•
13_1
13_1"
13'_1." ..13'-1"
--
040
13 _3
12.9"
12.9„
12.3„
124
11'-9"
.040
15'4"
15.1
15.1
14.8„
14'-9"
14.1,
5._3.
9.3„
9,_3.
9_3.,
9,_3.
y,_3.,
9._9.
9,_9.,
9._9.
9._9.
5,_9.
9,_9,
.020
.020
8'-5"
8'-1"
8'-1"
7'-9"
7,_10•
7'-6"
9'-11"
9'-7"
9'-7"
9'-2"
9'4"
8'-11"
9"
'-9"
9'-9"
9'-9"
10'-4"
10'4"
10'4"
10'4"
10'4"
10'4"
.024.024
30
9'-1"6'-10"
B'-11"
B'4"
90
11'4'
10'-9"
11'-0"
104
10'-6"
9'-11"
9"
'-9"
10'-9"
10'-9"
11'4"
11'4"
114'
11'4"
11'-4"
.032.032
10'-8"10'4"
10'4"
10'-0"
13'-2"
12'2"
13'-0"
12'-6"
12'-7"
11'-10"
18-4-W-4"
7"
1'-7"
077'-2"
11•_7,
11,_7"
12•_3„
12•_3"
12._3•
12,_3"
12•_3"
12,_3,
.040.040
12•_2„11'2"
11 _9,
11.314.9
14.6
147"
14.114
_1
13.7"
'4"
B'4"
B'4"
9'-0"
9,_0"
9•-0"
9'-0"9'-0"
9•-0"ozoozo
7'-6"7'-3"
7'-2'
6'-11"
V-1"
B'-10"
8'-10"
8'-7"
8'-6"
8'-1"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-6"
9'-6"
9'2"
9'2"
T-6"
9'-6"
024
.024
40
8'-3"
8'-0"
8'-1"
7'-10"
40
10'-2"
9'-10"
9,_10•
9'-7"
9'-6"
9'-3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
12'-1"
12'-9"
IT 9"
1X -C
12'-6"
12'-1"
.032
.032
10'-2"
9'-10"
9'-10'
9'-7"
9'-7"
9'-3"
10'-3"
10'-1"
10'-1"
9'-10"
9'-1D"
9'2"
10.7,
10_7"
10•_7.
10_7
10.7•
10.7.
11_2
11.2,
11.2
11.2
11. 2,
11_2
.040
.040
11'-6"
11'-2"
11'-2"
10'-8"
10'-10"
10'-6"
13'-9"
13'4"
13'-6"
13'-0"
13'-1"
12' 7-
7 5'
7 5"
7 5"
7 5"
7 5'
7 5"
B'-3'
8'-3"
8'-3"
8'-3"
8'-3"
V-3"
020
020
6'-5"
6'-5"
6'-5"
6'-3"
6'-3"
6'-1"
7'$"
7'-7"
7'-8"
T-5"
7'-6"
7'-2'
8'-3"
8'-3"
8'-3"
8'-3"
B'-3"
8'-3"
8'-9"
8'-9"
B'-9"
8'-9"
024
024
�'-98-98,50
7'-3'
7'-3"
7'-1"
7'-0"
611
50
8'-9"87"8'-7"B'-5"
9,_7.
9. 7.
9. 1.
9, 1.
9,_7.
9, 1.
g, 8.
9. 8.
g,$.
g,2.
9181.
032
.032
8'-9"
8'-7"
8'-6"
8'-S
8'4"
8'-3"
10'4"
10'-3"
10'-3"
10'-1"
10'-1"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
104
10 4"
10'4"
10'4"
10'4"
10'4"
D40
.040
9.10,
9
9'-9'
9'-5"
9'-7"
9'-2"
11 _10
11 _7
11'-9"
11 _6„
11,_6•
11,_2
......... . ...
..........
-- --------
E F G H ."o J' i.
A B c D
O
C14
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM 8, WALL HANGER 14
co U
FOR ATTACHED AND FREESTANDING .SOLID COVERS
2
3
TABLE 1
4
U'0X
- Xm
d ---.)
()f W LLL_
Lu
C)
0�
c: U) L6 c�
04 c1li
rn
QRUff331
S 5885
cl�
OF CA% -\F
.06-23-16
DURALUM
1APM00195-
'AHIAPPROVAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED- I
FIG URE-INDICATES-EREES-TA- NDIN.G_
6
REVISIONS
MARK DATE DUMP, ]ON
4 STEL JOB 9 116-1071
7 DATE 05-23.15 5
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
B
SH - 4 5
• 4 OF 50 SHEETS
TABLE 1
TABLE 2
TABLE 3
(2)
2"x6 Y2" AND
WALL:- HANG
E RS,'3"i8" AND
EXTRUDED AND 3"x8"
WITH
6Y2"
ROLL
FORMED
BEAMS,
STEEL
-HEADERS
STEEL
INSERT HEADERS
>-
NUMBER OF NO.14 TEK OR SMS SCREWS
\IUMBER OF NO.14 TEK OR SMS SCREWS PER
-NUMBER OF ND.14 TEK OR
SMS SCREWS
M
PER
FOOT DF,BEAM
LENGTH
Of
<m
-_ODT
OF
WALL
HANGER AND
BEAM LENGTH
<:c
PER
FOOT OF BEAM
LENGTH
DO
�9;�
Of
110 MPH 120 MPH 130 MPH
110 MPH MPH 13&` MPH
110 MPH
120 'MPH
130 MPH
EXP. B EXP. C
EXP. B EXP, C
EXP. BI EXP. C
EXP.
BI EXP. C
EXP. B EXP. C
EXP. 13 EXP, C
EXP. BI EXP,
C EXP. BI EXP. C
EXP B EXP.
C,
~
~
2
1
2
2 2
2,
2
61'
2
-22
-g----2
2 --��2
2 -�3
611
1
1
�2
-��2
2 2
61
1
11
1.
1 1
1
1 2
2 3
2
3
2
3
7 '
2
2
22 2
2
2, --� 2
2
81
1
�2
2
2 2
2
�
�3
2 �--
�3
8'
k-1�2
t2
3--2 _2
_3 2 P!�_
8'.
1
1 2
1
2
- 7!
--1-�2
3'
1
91
22
2 2
2
1
9
2
- 2
91
1
1 2
2
2
2 ---:�_�2
3
3. 3
1
10,
2
3
2--____
3 3
2
3
4
1
10
_2
2
2
2 - 2
2 3
2
-3�_� 3�
.10'
1' 2
'
2 2
1
-1-21
2
11
2
3
2 32
:��
3
2
4
3
4
-1 j-,
_2_�
2
2 3 __2
3 2 -:33-
2,` 3
3- , 3
2
---:--
2 2
2' 2
2
12'
2
3' ---
2
3
3
3 -4-
3
4
5.
12
2
-�2
3
2
�— 3' 3
3
2,.., 4
12'
2.__ 2
1
2 2
2
2
13'
2
-�3
-�—_
2
�4kf:��4
2 3
3
3
�4
5 1
13-
[72��
2
2 3
3 3
13'.
1
__�—
1
2' -- �- 2'
1 1
2' 2
2
2
U'0X
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d ---.)
()f W LLL_
Lu
C)
0�
c: U) L6 c�
04 c1li
rn
QRUff331
S 5885
cl�
OF CA% -\F
.06-23-16
DURALUM
1APM00195-
'AHIAPPROVAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED- I
FIG URE-INDICATES-EREES-TA- NDIN.G_
6
REVISIONS
MARK DATE DUMP, ]ON
4 STEL JOB 9 116-1071
7 DATE 05-23.15 5
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
B
SH - 4 5
• 4 OF 50 SHEETS
A o B o C D o E Fo G o H o I
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
t
0
2
o "
3
4
5
o
6
7
B
0.042"
o W
Tl'P.
3" x 8" RAFTER
8.0°
ID W
024" 6.5"
2"
X 6 1/2"
RAFTER
.032'
.042"
F-2.0"_�_M- —�-2.0"---I
* 3"x8" RAFTER
- DBL.
2" x 6 1/2" RAFTER
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-H36 OR
T"
vw
c5w
aav
"W
110
MPH
120
MPH
130
MPH
r„
110
MPH
120 MPH
130 MPH
T
110 MPH
120 MPH
130 MPH
LUSL
(IN.)
a"
�o
LUSL
(IN)
azo
LUSL
(IN.)
coz
�o
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
29'-8"
29' 6"
29'-8"
28'-9"
29'-3"
26'-3"
16'-0"
15'-10"
16'-0"
15'-0"
15'-9"
13'-8"
22'-6"
22'-4"
22'-6"
21'-1"
22'-2"
19'-2--
9'-2"
161,
16"
26,_3"
26'-3"
26'-3"
26'-3"
26'-3"
25'-7"
16
14'-2"
14'-2"
14'-2"
14'-2'
13'-9"
16
19'-10"
19'-10"
19'-10"
19'-10"
19'-10"
19' 4"
10
.042
024
024
24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6"
13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2"
18�18'-18'-4"
17'-3"
18'-2"
15'-8"24"
21 6„
21'_6"
21' 6"
21' 6"
21' 6"
21'-0"
24
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-3"
24
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"
16
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-7"
16"
21_10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
16
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
17'-7"
10
25'-3"
25'-3"
25'-3"
25' 3"
25'-3"
24'-8"
18'-9"
18'-9"
18'-9"
18'-9"
18'-9"
18'-9"
16'-7"
16'-6"
16'-7"
16'-1"
16'-4"
14'-10"
23'�23--03-'23'-4"
22'-8"
23'-1" 20'-10"
20
.042
10
.032
.032
24"
17'_117'-10"
17'-10"
17'-10"17'-10"
17'-10"
24
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
14'2
24„
20'-8"
20'-8"
20'-8"
20'-2"
19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8"
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
16"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
32'-8"
16"
21'-6"
21 6"
21'-6"
21'-2"
21'-3"
20'-8"
16„
21'-9"
21'-9"
21'-9"
21'-9"
21' 9"
21'-2"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"
28'-2"
28'-1"
28'-2"
27' 4"
27'-10"
26'-8"
[24-17'-7"
17'-7"
17'-7"
17'-4"
17'-6"
16'-10"
24
17'-9"
17' 9"
17'-9"
17'-9"
17'-9"
17'-3"
24
25'-1"
25'-1"
25'-1"
25'-1"
25-1"
24'-4"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
16"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-3"
16"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
16„
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
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"
24
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
24
9'-8"
9'-8"
9'-8"
9'-8"
9'-8'
9'-8"
24
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
15'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
16
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
22'-0"
16"
16' -8"F
-i-6'-8"
16'-8"
16'-8"
16'-8"
16'-8"
16„
15'-0"
15'-0"
5'-0" 1
15'-0"
15'-0"
15'-0"
20
032
21'-1"
21'-1"
40
.042
12'_1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
20
.032
12'_10"
12'-10"
12'-10"
12'-10'
12'-10"
12'-9"
18'-1"
18'-1"
18'-1"
-10"
18'-0"
F24
13'-8"
13'-8"
13'-8"
13'-8"
13'-8"
13'-8"
24
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
24"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
19'-0" 19'-0" 19'-0" 19'-0" 19' 0" 18'-10"
16"
26'-8" 26'-8" 26'-8" 26'-8" 26'-8"
26'-7"
16"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
16"
18'-1"
i8'-1"
18'-i"
i8'-1"
i"o'-i"
io'-i"
25'-6"
25'-6"
25'-6"
2�-6"
25'-6"
25'-6"
50
042
042
04 2
10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3"
15'-6" 5'-6" 15'-6" 15'-6" 15'-6"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-9"
24'
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
24
14'-9"14'-9"
14'-9'
14'-9"
14'-9"
24„
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
10-7
R-1
0'-7"
10'-7"
10'-7"
10'-7"
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
15-10"
16"
11'-7"11'-7"
11'-6"
11'-6"
11'-2"
16„
16'-3"
16'-3"
16'-3"
16'-1"
16'-2"
15'-8"
* NOTE: SINGLE
RAFTERS
SPACED
16" O.C.
MAY BE USED
AT
024
024
13'-4"
13'-4"
13'-4"
13'-2"
13'-3"
12'-9"
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
8'-1"
8'-1"
8'-1"
8'-1"
8'-1"
8'-1"
24
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'
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
14'-4" 14'-4" 14'-4" 14'4" 14'4"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
- -
-.0-32--
16"
-
14' _ -14'-9" - 14'-9"
--9"
. ,14=6"
- 1.4'-7"
_
25-
-.032-
16--::::2'-0'-9"
-
- -
-20'-9"
20'-9"
20'-6"
20--7--
19'-10'
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
25
11'-1" 11'-1" 11'-1" 11'-1" 11'-1"
24"
12'-1"
12'-1"
12'-1"
11'-10"
12'-0"
V17-4-
24„16-7
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
16'-3"17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
24'-6"
24'-6"
24'-6"
24-6"
24' 6"
24' 6"16"
179"17'-9"
17'-9"
17'-7"
17'-8"
161,.042
25=1"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
042
13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
20'-0"
20'-0"
20'10"
20'-0"
20'-0"
20'-0"
24"
14'-7'
14'-7"
14'-7"
14'-4"
14'-0"
14'-0'
24"
20'-6"
20'-6"
20'-6"
20'-6"
20'-6"
20'-6"
0.042"
Tl'P.
8.0°
024" 6.5"
0.024" 6.5"
032"
.042"
.032'
.042"
F-2.0"_�_M- —�-2.0"---I
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 3004-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
FREESTANDING
j O
O
N cfl LQ
ULl 0-5 m
:D U rn
c �
D_ Lu LL_
W > —
Q z o
o �_ o
N C6
rn
Q�pFEss Igyq�
S 5885
OF
CA1 \FCS
06-23-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCPJr. ION
4 STEL JOB R 16.1071
DATE 06.23-16
DRAWN BY AT
CHECKED GM
MINIMUM FASTENERS
SH. - 5
5 OF 50 SHEETS
i
-i _ V•_ _ _ _ _ -
T E,
N
1
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C o CO
', CV CO117)vi LLl CV O
• � C3) C'7
Q ai
U U rn
O X
[If W �
L1J >
Qzo
O
O U) p
® N co
Na-
S5885
-
S5885
OF CAl\F��
06-23-16
DURALUM
- _IAPMO 0195
AHJAPPROVAL
6.
6
REVISIONS Q 1
•
YNR( DATE DESCRXION
2" X 6 1/2" RAFTER
FOOTNOTE: "SAMPLE"
ow
-
DBL. 2" x 6 1/2" RAFTER -
zw
FIGURE INDICATES
FREESTANDING
4 STEL JOB A 16-1071
..
x
DATE 06.23.16
.. .'
°
T
110
MPH
120 MPH
CHECKED GM
130 MPH
g
3
'T'
"110
MPH
120 MPH
130 MPH
LUSL
��N•)
awo
�o
LUSL
iIN)
aa'W'
�o
EXP. EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EX
B
91-91,
191-91,
91-9..
914.
91-9.1
91-91.
14'_8"
14' 8"
14'-8"
14'-8"
14'-8"
14'-8"
16"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
16„
-14'-6"
14'-6"
14'-6"
14' 6"
14'-6"
14'-6"
024
024
T-6" 7'-6" 7'-6" T-6" 7'-6" 7'-6"
11;-2"
11'-2"
11'-2"
11'_2"
11'-2"
11'_2"
24
8'-6"
24 :
11'-10"
11'-10"
11'-10"
11'-10'
11'-10"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6"
18:-7"
18'-7"
18'-7"
18'-7"
18'-7"
18'-7"
1611
13'-1"
13'-1"
13'-1"
13'-1"
13'-1"
13'-1"
16
:18'-4"
18'-4"
18'-4"
18' 4"
18'-4"
18'-4"
30
032
30
032
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
24„
10'-81,
10'-8"
10'-8"
10'-8"
10'-8"
10'-8"
24„
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
10'-0"
10'-0"
101-011
101,011
1GI,G11
161=011
22',T'
22-7" -
22'.7"
1�'_7".
'27.7"
'2�'_7"
16
15'-9"
. 15'-9"
15'-9"
15'-9"
15'-9"
15'-9"
16
:22'-2"
22'-2"
22'-2"
22'-2"
22'-2"
22'-2"
042
042
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
18'-6"
18'-6"
18'-6"
18'-6"
18'-6"
18'-6"
24"
12'-10'
12'-10'
12'-10'
12'-10'
12'-10'
12'-10'
24„
'18'-2"
18'-2"
18'-2"
18'-2"
18'-2"
18'-2"
8'-0"
8'-0"
8'-0"
8,_0.
8'-0"
8'-p°
2'=10"
2'-10"
2'-10"
2:-10"
2'-10"
2'-10"
16
9 1
9 -1
91-11.
91-1.1
9_1
9_1
16
12'-8"
12'-8"
12'-8"
12'-8"
12'-8"
12'-8"
024
024
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
9'-10"
9'-10"
9'-10"
9' 10"
9'-10"
9'-10"
24"
7: 2..
�.7,_2"
7: 2„
7: 2,
7: 2,:
7: 2
24"
-1 p 4„
1 p 4„
1 G 4„
10 4
10:x,:
10'-4".
101-10"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
164"
1613"
164"
164"
16'-4"
16'-4"
16
16
16'-1"
16'-1"
16 '-1"
16'-1"
16'-1"
16'-1"
40
032
40
032
8'-3" 8'-3" 8'4" 8'-3" 8'-3" 8'-3"
12'-611
12'-6"
12'-6"
12'-6"
12'4"
12'-0"
24"
9:4„
9:4:1
9-4:
9'-4"
9:4 :
9'-4"
24„
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
19'-9"
19'-9"
19'-9"
19'-9"
19'-9"
19'-9"
16
13'-9"
13'-9''
'I T4
13'-9"
13'-9"
13'-9"
16
19'-4"
19'-4"
19'-4"
i 9` 4°
i 9' 4"
19'-4"
-
.042
042.
10'; 9" 101-91, 10'-9" 10'-9" .10'-9" 10'-9"
16'-2"
16'-2'1
16'-2"
16'-2"
16'-2"
16'-2"
24„
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
24„
15'-10"
15-10'
15'-10"
15'-10"
15'-10'
15'-10"
7 -3"
T-3"
7'-3"
7'-3"
7'-3"
7'-3"
10'=10"
10'-10"
10'-10"
10'-10"
10'-101,
10'-10"
16"
8'-2"
8'-2"
8'-2"
8'-2"
8'-2"
8'-2"
1 s„
11'-4"
11'-4"
11'-4"
11'-4"
11'-4"
11'-4"
.024
.0 48'
5,-2" 5'-2" 5'-2" 5'-2"
5�55"-9
3"
8'-3"
8' 3"
8'-3"
8'-3"
8-24
.
5' 9"
5'-9"
5'-9"
5' 9"
24
„9' 4"
9, 4.,
9:�,:
9,�,:
9:�,.
9,�,
9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
16
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
50
.032
50
.032
T-0" T-0" 7'-0" 7'-0" T-0" T-0"
11'-311
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
24 .:
8' 4"8'-4"
24"
11'-10"
11'-10"
11'-10"
11'-1011
11'-9" 11'-911 11'-9" 111-91' 11'-9" 11'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
16
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
16
:17'-6"
17'-6"
17'-6"
17'-6"
17'-6"
17'-6"
042
042
9'-0" 9'-0" 9'-0"
13' -7"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
24""
10'-2"
10'-2"
10'-2"
24„
~ 14'-3"
14'-3"
14'-3"
14'-3"
• � C3) C'7
Q ai
U U rn
O X
[If W �
L1J >
Qzo
O
O U) p
® N co
Na-
S5885
-
S5885
OF CAl\F��
06-23-16
DURALUM
- _IAPMO 0195
AHJAPPROVAL
6.
6
REVISIONS Q 1
•
YNR( DATE DESCRXION
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
4 STEL JOB A 16-1071
..
x
DATE 06.23.16
.. .'
°
-
DRAWN BY AT
'
CHECKED GM
g
3
RAFTER SPANS FOR
-
OPEN LATTICE
z
COMMERCIAL & PATIOS
S -H. 6
1
G !1C CD CYCFTC
41
of
51
61
on
vo
A o B C D o E o F o - G H I o J
HEADER BEAM TYPES
1.52"
GUTTER
EXT. CUP
0.375
61° 1 79" SPLICE I T=12 GA. INSERT T=0.125'
SPLICE WHERE I ASTM A653 SS WHERE ALUM.
WHERE OCCURS ALLOY
SPLICE \l1 GRADE 50 G60 3.0" OCCURS----
SPLICE
76
n n WHERE
.032°
2.57° WHERE I I I � 6.656° 7.0°
OCCURS 4.6' ALUM. 0.110°
0.73" II II 4.0°
0.075" I 3.0" 0.070" 0.065° I3.0"�
038' iYP. II IITYPTYP• I
2.08„ I I 2.04°
LL -----JJ I I 3" SQ.x0.032" ALUM. BEAM 0.375
L ----------J
W/ 12 GA. STL. "U" CHANNEL
2'93 3.0" 3.0" 00" E ASTM A653 SS GRADE 50 G60 1.75°
6.5" ROLLFORM
VA__� UTTER FASCIA
ALUM.ALLOY
3004-H36
MAX.
1 DBL.2"x6.5"x0.042"
1 ALUM. ALLOY 3004-H36
OR EQUAL
1 DBL.2"x6.5"x0.032"
v ALUM. ALLOY 3004-H36
OR EQUAL
B MAG BEAM
ALUM. ALLOY
6063-T6
T=12 OR
14 GA
ASTM
A653 SS
GRADE 50
G60
.042"
TYR
I MAX.3.0°� I
DBL. 3"x8"x0.042" BEAM
O 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.
C 4" I -BEAM
ALUM. ALLOY
6063-T6
3"x8"x0.042" BEAM
I� ALUM. ALLOY 3004-H36
OR EQUAL
032"
ALUM.
D 4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE:
G60
0.625"
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
"np A,
@�3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
3" SQ. ALUM. POST
�' ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
FASTM A653 GRADE 50 CP60
3" SQ. ALUM. POST
WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
0.075'
lYP.
7" I -BEAM
F
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.
=3"SQ.xt=0.188"
l 1�
=3"SQ.xt=0.250"
IH
=3"SQ.xt=0.313"
3"x8"0.042" BEAM
4.0„�
-3.0° MAX 3.0'
M W/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
DBL. 3"x8"0.042" BEAM
3"x8"0.042" BEAM
L ALUM. ALLOY 3004-H36
OR EQUAL
W/ 12 GA. STL. INSERT
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
"np A,
@�3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
3" SQ. ALUM. POST
�' ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
FASTM A653 GRADE 50 CP60
3" SQ. ALUM. POST
WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
0.075'
lYP.
7" I -BEAM
F
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.
E MAG POST
ALUM. ALLOY
6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
21 0
N
K CD c-
0
N CV O
LLJ M M
:DU
rn
W°
( 0 O
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ESS I
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S5885
Cr
OF CA0T'
06-23-16
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS
AWIX DATE DESCNPM
I
4 STEL JOB N 16-1071 I
i
=3"SQ.xt=0.188"
=3"SQ.xt=0.250"
IH
=3"SQ.xt=0.313"
GM
=4"SQ.xt=0.188"
=4"SQ.xt=0.250"
E MAG POST
ALUM. ALLOY
6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
21 0
N
K CD c-
0
N CV O
LLJ M M
:DU
rn
W°
( 0 O
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O o
CV m
rn
ESS I
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S5885
Cr
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06-23-16
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS
AWIX DATE DESCNPM
I
4 STEL JOB N 16-1071 I
i
DATE
DRAWN BY
AT
CHECKED
GM
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7OF50SHEETS
----
..._:..__...:�Z•-�•:.-:::-•-:, r T:.------..... - - - , ..._....----...tet..,..---------- �---------.. ......:........� _ c..........._.....
A - 8 0
1
A34 FRAMING ANGLE
SEE TABLE 2
FASTENERS, SEE TABLE 3—
R.F. OR EXT. HANGER --N
CHANNEL, 2X OR 3X
RAFTER BRACKET
C D o E
o F o G
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
2 ALUM. PANEL ZX OR EXIST. RAFTERS AT
3x ALUM. RAFTER 24" O.C. AT ROOF
EXIST. FASCIA BOARD OVERHANG
ALLOWABLE PROJ. EXISTING EAV W FULL DEPTH
WOOD SCAB,
TO BEAM OVERHANG WHERE OCCURS,
v SEE TABLE 1 (24" MAX-)Ij .
SEE TABLE 2
A EAVE CONNECTION
1, EXISTING ROOF OVERHANG DESIGN LOADS,
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25,
3 30, 40, & 50 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
TABLE 1
'
°
4
5
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
10
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
20
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
°
s
7
B
r
OVERHANG
2'W" FULL OR
2"x10" NOTCHED
25
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
30
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2'W" FULL OR
2"x10" NOTCHED
40
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
50
2" x 4" FULL
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
2"x8" FULL OR
2"x10" NOTCHED
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
STUD WALL FRAMING WHERE ONE OR MORE OF THE
FOLLOWING CONDITIONS OCCUR:
LEDGER OR WALL HANGER
WITH FASTENEF
PER TABLES 3 8
1"
3
1°
2x WOOD STUD OR
CONCRETE WALL
B WALL CONNECTION
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"4" (AT 2"x6YF
MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2"x6 )z" OR WxB" ALUMINUM SECTIONS.
° H
8" 0
3/16" STEEL NOTEi BRACKET CAN BE
1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE.
DESIGN
(E) WALL
COVER
LOADS
OPENING
PROJECTION
10, 20 psf
> 8'
> 18'
30,40&50 psf
>6'
>14'
2x WOOD STUD OR
CONCRETE WALL
B WALL CONNECTION
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"4" (AT 2"x6YF
MINIMUM RAFTERS), NOMINAL 2"x8" (AT 3"x8" MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2"x6 )z" OR WxB" ALUMINUM SECTIONS.
° H
8" 0
3/16" STEEL NOTEi BRACKET CAN BE
1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE.
26-0"
0
0
TYP. BRACKET
AT EVERY 2x
CA> -SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
g' C o
110, B
110, C
TO DRAIN (OPTIONAL)
o
EXISTING EAVE
ALLOWABLE PROJ. TO BEAM
r
OVERHANG
20 PSF L.L.
SEE TABLE 1
NOTES PLACE 'SIKA FLEX' OR SIMILAR —� �— NOTE: BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND MOIINTFD BELOW RAFTER
LUMP. SHINULC HUUP INN TO PROVIDE
SEAL W/ SAME CONNECTION'S.
C ALTERNATE EAVE CONNECTION
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD.
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
26'-0"
MAXIMUM PROJECTION
26-0"
26'-0"
26'-0"
CA> -SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
WIND SPEED (MPH) AND
EXPOSURE
110, B
110, C
120, B
120, C
130, B
130, C
of
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
26'-0"
26-0"
26'-0"
25-2"
254"
20'-7"
26'-0"
26'-0"
26'-0"
25'-7"
264"
21'-2"
�o
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 SPEED
(EXP. B & C)
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
of
110 120
130
110 120 130
110 120 130
11.0 120. 130,
110 120 130
110
120
130
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26-0"
5'
(A) (A)
(A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A)
(A)
(A)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B)
(B)
26'-0"
26'-0"
26'-0"
25'-2"
254"
20'-7"
T
(A) (A)
(A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
(B)
(B)
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)
26'4"
26'-0"
26'4"
26'-0"
26'-0"
26-0"
9,
(A) (A)
(A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
26'4"
26-0"
26'-0"
10'
(A) (A)
(A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B)
(B)
(B)
11'
(A) (A)
(A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B)
(B)
(B)
26'-0"
26'-0"
26'4"
25'-2"
26-4"
20'-7"
(A) (A)
(A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) I (B)
(B)
(B)
(B)
26'-0"
26'-0"
26'-0"
26'-0"
26-0"
26':F.12'
26'-0"
26'-0"
26-0"
26'-0"
1 TABLE 3 c
TYPE AND NUMBER OF FASTENERS REQUIRED
AT LEDGER
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
26-0"
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
16'-0"
16-0"
16'-0"
16'4"
16-0"
16-4-
110
101-101,
10'-10"
10'-10"
9'-2"
9'-3"
-
(C)
26'-0"
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
r
26'-0"
26'-0"
26'-0"
26'-0"
26'4"
26'-0"
o: _
�o
(C)
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
E
15'-6"
15'-6"
15'-6"
15'-6"
15-6"
15'-6"
(C)
(C)
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5'
6'
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7'
(D)
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9'
15'-3"
15'-3"
15'-3"
15'-3"
15-3"
15'-3"
10'
(D)
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
11'
12,
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
(C) - (2) 'a' DIAMETER LAG SCEWS
(D) - %' DIAMETER LAG SCREW
(E) - �14' DIAMETER LAG SCREW
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
- 30 PSF S.L.
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
110
120
130
110
120
130
110
120
130
110
120
130
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(C)
(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(C)(C)
(C)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(C)
(C)
(C)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
40 PSF S.L.
50 PSF S.L.
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
110
120
130
110 1
120
1.130
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(D)
(E)
(E)
(E)
(D)
(D)
(D)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
I (E)
I (E)
ABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER NUMBER AND TYPE
LUSL OF FASTENERS
10 >2' 0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (a,b)
20 I SS SIMPSO
48 D C.STRONG-BOLT L 2
L5 I 'IS' 0 SIMPSON STRONG -BOLT 2
SAT 48' D.C. (a,b)
30 I )¢' 0 SIMPSON STRONG -BOLT 2
SS AT 36' D.C. (a,b)
0 SIMPSON STRONG -BOLT 2
50 I j¢' 0 SIMPSON STRONG -BOLT 2
SS AT 24' O.C. (a,b)
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 Y/2° DIAMETER
LAG SCREW IN LIEU OF (2)
Y4 DIAMETER LAG SCREWS,
' O
CV
ON N O
a LL1 C3) m
~ Q rn
C) rn
O O >GQ
LU LL_
W > —
Z Lo
O r--
co'U) L(7
O L O
N � M
C�
d -
Cr
111
Zr S 5885
06-23-16
DURALUNI
IAPMO 0195
AHJ APPROVAL
' REVISIONS '
r�RK DATE DESCRIPTION
4 STEL JOB # 16.1071
DATE
06.2316
DRAWN BY
AT
CHECKED
GM
EXISTING EAVE
CONNECTION DETAILS
SH -8
8OF50SHEETS
A o B C o D E F o G H
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS, T=
1
4 2.740" SEE TABLE 3, SHEET 4
ALUM. 3004-H36
o
1.50„
t= 0.04"
2 N FASTENERS
" of SHEET 8
SEE TABLE 3
FASTENERS, -----_078
SEE TABLE 3 SHEET 8 300"
63 "
25"R 05'
FASTENERS,
SEE SHEET 4 0 "
.200' O5"
J CONTINUOUS A- RAIL
Q
ROOF PANEL (WHERE OCCURS)
T=.060" J w
K)
FASTENERS o
SEE TABLE 3 SHEET 8 0
a
uuuI I I FASTENERS, w `- — FASTENERS, --I �
6063-T OY
SEE SHEET AL•g80' SEE TABLE 3, SHEET 4
1.75" ALUM.ALLOY 6063-T6 ALUM. ALLOY
6063-T6 AL6063-T6 Y 6063-T6
OROLLFOORRED O EXTRUDED HANGER / CONNECTION OC I.R. HANGER "H" BRACKET
3
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
.. 61
of
1111111111111116111
1 1/2" OR 2"LATTICE
ALTERNATE 1/2"
BOLT CONNECTION -1
3"x 3"STL.POST (24")
INSERT ATTACHED OR
3"x 3"STL.POST COLUMN
FOR FREESTANDING _
#8 S.M.S.
DOUBLE RAFTER -
PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
7'
4.5'0 6"
r
0 ALTERNATE:
(2)-2x6.5" OR
(2)-3"x8"HEADER
(2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN.4O
#8 S.M.S. EACH SIDE
r_ LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)-#14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"4.024" (1) -1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. O5
(3) %2" O LAG SCREWS
1 1/2" 10# LL=(2)#14 SMS EA. SIDE
20#,259,30# L.L.=(3)#14 SMS EA. SIDEBEAM
WOOD FILL OR
SPLICE TO
NOMINAL LEDGER
#14 SDS,
40#,509 L.L.=(4)914 SMS EA. SIDE
L
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
LLl m
3 PER SIDE
wZ)
I POST. NOT PERMITTED PLUG WHERE
� O
a�
>G
@ 6 SCREWS
I @ 2 -POST UNITS SCREW IS INSIDE
-J
1"
3/4' OR 1 1/2"
R SIDE
I
4
---PE-f
2" 6 1/2" OR
5-'
5„ #14 SMS MAY
BE USE AS
3
x
`D
-14111
p
o
d-
5" MIN. 3" x 8" ALUM.
35"
3.5" ALTERNATE TO
RAFTER
1/4"0 BOLTS
3.5"
U)
3
3/4" OR 1 1/2"
%EACH
"
BEAM
3"x8" ALUM.X
5„8"
HEADERU-BRACKET
1OR
LU
XISTING WOOD STUD FRAMING
SEE NOTES3"X8"
ALUM.
STUCCO
BELOW
I 6 1/2" SIDEPLATE EA.
5
2 (E) STUCCO
RAFTERx
3-1/2" LAG SCREWS L.L.=10 psfSIDE
SEE POST SCHED.
3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf
#14 SMS EA. SIDE
-
PENETRATION -- -- BRACKET
2-EACH-5/8"O-x-3-1/-2=L-AG-SCREWS-L-L-.=40-and-50-psf
TOP, -MID HEIGHT
—
3"SQ. POST BETWEEN SIDE PLATES
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM.
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
HEADER BRACKET n2
RAFTER TO STUD WALL CONNECTION n3
1 BEAM TO POST CONNECTION n8
.. 61
of
1111111111111116111
1 1/2" OR 2"LATTICE
ALTERNATE 1/2"
BOLT CONNECTION -1
3"x 3"STL.POST (24")
INSERT ATTACHED OR
3"x 3"STL.POST COLUMN
FOR FREESTANDING _
#8 S.M.S.
DOUBLE RAFTER -
PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
7'
4.5'0 6"
r
0 ALTERNATE:
(2)-2x6.5" OR
(2)-3"x8"HEADER
(2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN.4O
#8 S.M.S. EACH SIDE
r_ LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)-#14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"4.024" (1) -1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. O5
EXISTING
1" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
EXIST. STUCCO/ LEDGER O
ATTACHMENT DETAIL
DBL. 3'x8'x0,042 BEAM
OR DBL. 2'x6.5'x0,032'/0,042'
BEAM I
v-5/8' 0 ACCESS
HOLES
INSTALL 6 - #14
X �4''
3' SO, POST --"/LONG SDS @ EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
CONNECTION)
DOUBLE HEADER TO O
COLUMN DETAIL
ALUMINUM MEMBER WITH
EXISTING
SHEATHING
WOOD FILL OR
OCD
NOMINAL LEDGER
J
(NEW OR EXISTING)
L
SEE NOTE, DETAIL B.
LLl m
SHEET 8
wZ)
� O
a�
>G
in
I
� LL
FASTNERS, SEE TABLE 3,
m \
SHEET 8
EXISTING
1" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
EXIST. STUCCO/ LEDGER O
ATTACHMENT DETAIL
DBL. 3'x8'x0,042 BEAM
OR DBL. 2'x6.5'x0,032'/0,042'
BEAM I
v-5/8' 0 ACCESS
HOLES
INSTALL 6 - #14
X �4''
3' SO, POST --"/LONG SDS @ EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
CONNECTION)
DOUBLE HEADER TO O
COLUMN DETAIL
QRpFESS ILI
co
S5885
OF��
06-23-16
6
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS
. IDPh I DESCRP710H
4 STEL JOB # 16.1071
DATE
o
DRAWN BY
OCD
CHECKED
p
N
L
LLl m
Cc )
� O
a�
>G
I
� LL
LLl-
w >
—
Q O
O Lo
`D
-14111
CD cc
i)
co _
N
o
d-
rn
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S5885
OF��
06-23-16
6
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS
. IDPh I DESCRP710H
4 STEL JOB # 16.1071
DATE
0623-16
DRAWN BY
AT
CHECKED
GM
HANGER CHANNELS AND I
MOUNTING BRACKETS
SH -9
9OF50SHEETS
--------------
'K.p. ---------
C G o H
A B D E o F o
C�l
CV
COLUMN POST *SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS C) MIN. NUMBER OF REQ. COLUMNS C5
Cq CQ
cn
Lu 0-3
<
< U)o
iw
X
0<
Ll-
LLI >
CD
Z Lo
2)
TABLE C, U)
TABLE 1 (Z' U) Lo
2 ATTACHED AND
ATTACHED ONLY STEEL POST ONLY:. cC-0 CD
N cl)
-T- BRACKET @ 3 -SQ. POST FREESTANDING USEPOSTTYPE
FOOTING & ANCHOR BOLTS I.JORK
F, G, H
W/ (4)-#14 SMS EA. SIDE OF POST ALTERNATE FTG.
OR 1/2"M.B. THROUGH POST ALUM."T"BRACKET USE WITH
POST— POST TYPE B,C,D, OR E. SINGLE POSTS CUBE SIZE S0.18"DEEP * CUBE FTG.
0
POST FOOTING SIZE BOLTS EMBED. 18" 18" S0. — 12" 1/2 DEPTH OF
STEEL * "T" BRACKET OR 9" SQ.
BASE PLATE USE WITH 17'-22-CUBED(1) 22- CUBED (1) (2)-31B'g 1— 1718" 20" 21"SQ. 12" FOOTING OR
POST TYPE B,C,D.E . F,G,H,J OR K. 25" SO. is" 12" MIN. BD. Y,
(2)-318"0 STRONG -BOLT 2 SS SEE TABLE 1 -1/2-0 3 1/4* 22"
EA. BRACKET TO SLAB. 23'&24"CUBED (l) (2) 24" 28" SQ. 20" co
9 1/2" MINIMUM DISTANCE TO cn 01 35885
3 25- - 3D- CUBED (2) (4Yi/2-0 31/4' •26" 32" SO. 23" LL
EDGE OF SLAB.
.33'MINIMUM DISTANCE FROM, 2B" 35" SQ- 25 W Z
• 31'- 34* CUBED (2) (4y.51B-0 4- W <
SLAB CRACK TO COLUMN. IN
(lY8"MIN. EMBEDMENT) 4 30" 39" SO. 28" U) a-
4 3/4" 32' 43" SO. 30" f
35- - 39- CUBED (2) (4)-V4O (l)-112'0M.B._/.*:__-l. F -
DEI ITH d
x9"LONG, 1" Q_ < OF CA\ -
34" 47"SO. 32" W W
SLAB SHALL BE IN POURED CONCRETE 40- - 42- CUBED (2) (4)-314`0 4 3/4' FROM END 0 Co
36" 51"So. 34 -
FOOTING SEE TABLES I OF POST z
—GOOD CONDITION NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS 38" 55" SQ. 37" 06-23-16
FOR POURED —SQUARE, SEE FTG.
SE SIZE (ICC -ES ESR -3037) 60" SQ.
3 1/2" MIN. E FOOTING 40" 39" CONCRETE SCHEDULE IN BEAM
QUAR 1) MAY USE EITHER STEEL 7 BRACKET OR FOOTING
IN BEAM SPAN TABLE 41" SPAN TABLES
42" 64" SQ.
ALTERNATE FREESTANDING BASE PLATE.
69" so.
EXISTING CLfiB POSTS TO CONIC. FOOT!NG -G' 43" DURALUM
2) REQUIRES USE OF ALTERNATE FREESTANDING SQUARE POST EMBED.
O '4'__J�LCMERS ONLY BASEPLATE' 'CUBE FOOTING VVI 3 Irr SLAB INTO FOOTING
9
ATTACHED COVERS ONLY IAPMO 0195
*fc,
0
AHJ APPROVAL
TAT7'
(3)-3/4"0 BOLTS
FOR POST TYPE F, G, H, 1, J & K
3" OR 4" SQ.
45" INSERT
16 —X- 0 188"
ASTM A500
4 5" GRADE
STEEL
T.O.C.
+1
(4)- SS 316 3/4"0 STRONG -BOLT 2 SS,
STEEL PER ]CC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
REVISIONS
ALUM. ALLOY .-3-00" OR
2.0" MARK DATE DESCMPnON
6063-T6 2.40"
7/16"0 HOLE 2 FLANGES INSERT T6\
1.375° .561, BASE PLATE 3116"
FOR. 3/8" MB 0— 2 1/8" APART
.5"
0 ASTM A500 GRADE B POST ---
0 .75" 1.125" 2 4 STEL JOB 9 16-1071
INSTALL iYj'x %" x YB" HDG - I
WASHER PLATE AT ANCHORSI
INSERT
75' 75 —BASE FLARES DATE 05-z"16
7 .157" TO YWIDE EA. 9" SQ. X 5/8" THK`
1.60 TYP _tX. SIDE OF FLANGES THK BASE PLATE, DRAWN BY AT
1.75" FOR 3" POST, B S
1.50 .0901, TYP. USE FOR 3" OR 4" CHECKED GM
STEEL POSTS _4" WIDE FOR 4" POST (ASTM A500 GRADE STEEL) 9
1 5.50" 4 1 1 Y4.' 6 Y2"
0 INSTALL x %'x Ya" HDG I — q 1-7/16"0 HOLE
WASHER PLATE AT ANCHORS "0 HOLES
IFOR 130 MPH 2- 5/16 HOLES 9'2-3/8" HOLES COLUMN POST SURFACE
TYP. EA. SIDE WELDED STEEL BASE PLATE 10
LARA K 1111
LUM -_7B C
DST TYPE B ' C
STEEL. -r B RAC
BASE PLATE USE
P ST TYPE
EM
w 70,mo
0 T E B C,
SEE TABLE I
7T
1.125: 2
NOTE: CONCRETE SLAB ANCHORS SHALL B MOUNT AND FOOTING
E NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1. '
DIAMETER SIMPSON STRONG -BOLT 2 SS
EMBEDMENT DETAILS
(ICC -ES ESR -3037) -
ALTERNATE FREESTANDING
ALUM "T".BRACKET STEEL "T" BRACKET BASE PLATE ANCHOR
SH�10
10 OF 50 SHEETS
1
2
3
41
51
61
71
o,
o C e D o
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
aF
2"X6.5"X0.032" SIDE PLATES
S
110 MPH 120 MPH 130 MPH
EXP. III
EXP. C EXP. B
EXP. C EXP. B
EXP. C
5'
2
2 2
3 3
3
6'
2
3 3
3 3
4
7'
2
3 3
4 3
4
8'
3
3 3
4 4
5
9'
3
4 4
4 4
5
10'
3
4 4
5 5
6
11'
4
4 4
5 5
6
12'
4
5 5
6 5
7
13'
4
5 5
6 6
7
5�
2"X6.5"X0.042" SIDE PLATES
m
110 MPH 120 MPH 130 MPH
EXP. B
EXP, EXP. B
EXP. I 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
POST. NOT PERMITTED PLUG WHERE
@ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE
5„ .5„ #14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
3.5" 3.5" 1/4"8 BOLTS
8" BEAM
5 I .5"
OR 1
SEE NOTES — A
BELOW j I 6 1/2" SIDEPLATE EA.
1
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
3" SQ. x.032" + (2)-2" x 6 1/2" x 0.032"3" SQ. x.032" + (2)-2"x 6 1/2" x 0.042"
1❑ W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
. COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROLL -FORMED OR
INSULATED ROOF PANEL
TERLOCKING SEAMS, TYP.
WALL
HANGER
rr, lwjN �
CE) STRUCTURE
1 3'
S
2 F
AN
I T/
ROOF PANEL ATTACHMENT
I
ROOF PLAN
r
FASTENERS, #14 SMS R 32' O.C.
SET 4 4 MIN. PER EACH JOINT
ROLL -FORMED #14 SMS 2 32' O.C. MAX..
OR IRP (4 MIN. PER PANEL INTERLOCK)
_zOLL-FORMED
PANEL ALUMINUM SKINS IRP
TOP & BOTT. 0.024'
4
ROLL -FORMED PANEL INSULATED ROOF PANEL
1 ROOF HANGER 2 INTERLOCKING SEAM INTERLOCKING JOINT
P
�
O
N
ON co N
O {
LU rn
c-)
F_- Q
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m
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0
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—
z
O
o
�O
�
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S 5885
FAHJAPPROVAL
0
06-23-16
DURALUM
IAPM0 0195
REVISIONS
4 STEL JOB # 16-1071
i
DATE 06.23.16
DRAWN BY AT
CHECKED GM
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
FSH
11 OF 50 SHEETS
A - B a - C u D E. o F C' -
• BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS CN
SPLICE' DETAILS 11 BEAM TO POST DETAILS 12 BEAM ' TO POST' DETAILS 13 o „
N N O
t SIMPLE SPLICE FULL MOMENT tx ui m F)
4:
9.1 _ 24"
(WOOD, ALUM. OR HARDBOR 0¢izr
" � OPTIONAL DECORATIVE FASCIA
- W D A p)
7t7___—
#10 S.M.S.@ EA O 0 Q
ALLEY, TYP. _ _ SQ POST ( TOTAL) ' EACH SIDE OF, 3" —� ,
o #10 S.M.S. #12 S.M.S. ' - " ALTERNATE: 1/4.0 BOLT Wl WASHER LU �_
II II EA SIDE OF 3• SO. POST U
ISTOr. TYP. THICKNESS =.035 (24 TO TYP. THICKNELSS=.035" = In �'
n - In
6.38" a .. . - - QOOt pt t.tt t t t ttt'u1, • ' 'S�. - 0.,�
Q CO
2 ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36 w I t t10 cV
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED .75 I O I I
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I L -t Lso rn
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
3" Sp. POST -
NOTCH I -BEAM FLANGE 2.35• -
o SPLICES - ROLLFORMED & EXTRUDED FASCIAS i -BEAM ALUM ALLOY—/ I AS NEEDED TO CLEAR
(6061-T6) ALTERNATE' I I ' SO. POST,CONNECT UVEB - ' RQFESSI
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.1 TO POST W/ (2) - 5/8" 0
3 TOTAL= (8}1/2"0 BOLTS STL. C -BEAM ."ANDTHRU-BOLTS @ 4" I -BEAM, SO. x t2" S.M.S. EACH SIDE OF 3"
AND (3) - 5/8" 0 THRU BOLTS 50. (e -TOTAL)
SO. POST ALTERNATE: 114"0 BOLT WI WASHER
.,@7 I -BEAMS - EA. SIDE OF 3' SQ. POST -
3 1.0++0 - o S 5885'
L ° t--� ° ° , - 1
i A0.
UTTER FASCIA
3.00• 3' SO. POST MAG BEAM
SPLICE WHERE 2.00. OR.240 3•SO. STL BEAM
4,. ,
OCCURS • - OF C,{A`i- -
TMP' H -BRACKET TO:POST 14 RAFTER "TAIL" TO GUTTER 15
_ 06-23-16
` I NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf '
= ALUM. ALLOY 3" x 8" x.042" BEAM, ROOF LIVE AND SNOW LOADS
4 sos3 Ts L-16 1 ° 3" SQ. STEEL OR '
MAG BEAM.
10
4 I -BEAM 3'-0" ^
r „
MOMENT C -SPLICE
_
r NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF UVEB) MAY BE USED. '
"L" FASTENERS DURALUM
1'-0° n - #14 soy _. _ ,: IAPM0 0195
2'4" 6 -#14 SDS FASTENER TO FASCIA - SEE TABLE
3'-13" 12-#14 SDS FASTENER TO RAFTER TAILS - SEE TABLE AHJ APPROVAL
FASTENER SPACING = 3/4" OPTIONAL LATTICE TUBES
r
°
125
°
O
AT OVERHANG
#14 x 1/2" S.M.S. TOP
& BOTT. (2) -TOT."
s
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
SPLICE WHERE
- OCCURS
11"
4.5'
-
_
.
_
-
RO OF PANEL
0 0
c
FASTENER 6 1/2"
-
-- ----- -
----
0 o
GROUP
TYP.
g
-
_
ROLLFORMED OR
EXTRUDED GUTTER
o O
ALUM. BRACKET X
-
'
_
3" X 3" ALUM. OR
#14 S.M.S. @12°o.C.
16" 1"
STEEL POST -
• .
FASCIA
a
-
i.
'
ALUM. ALLOY
6063 T6
S -O"
- . , - I
6 V2 ..x.024 -
2„ 1„
,.L„ SEE TABLE
6
7" I -BEAM -.
-
RAFTER-
- -
REVISIONS
MOMENT C -SPLICE
man Ovh DESCRF !ON
1 %2" SQ. OR -2" LATTICE TUBE
P1
2"x3" LATTICE TUBE P2
LATTICE TUBE TO RAFTER 16
"U" BRACKET - RAFTER TO BEAM 17
3.125" FOR 3 x RAFTER
o
2.125" FOR 2 xRAFTER
ALUM. ALLOY 3105-H25
1,112" SQ. 2" SQ..
OR 2"x3" LATTICE
-
- - -
_
t - :040" @ 6063 T6
4 STEL JOB # 161071
ALUM. ALLOY 3105-H25
#8 x 2' SMS, 2 1/2" @ 3" Q.C. MIN.
1 1/2"
DATE 0623 t6
€
7
1.50" 1.50 "
OR 3 1/2", TYP. UP TO 6"O.C. MAX.
BY AT
28
2
28"
3"
2..
— — — - —
(6) - #14x %'TEK SCREWS �/2' MIN.
BRACKET TO RAFTER
DRAWN
CHECKED GM
o
8"
X018'
RAFTER-
o °
BEAM TO POST &
2
LATTICE TUBE TO
a
,Q Q
RAFTER CONNECTION
F
}
DETAILS
;
_
(6) - #14x%" TEK SCREWS 2.750
(6)
BRACKET TO BEAM
SH.— 12
12 OF 50 SHEETS
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949.305.1150 FAX 949.305.1420
cn 90 m
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Ao B Co Do Eo F o G
BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
O
Or
C:)
C CSO Lr1)
'4
LLI M
F <
-g-
U) 0')
0 X
<
LL_
uj >
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0
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S5885
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06-23-16
D URALUM
IAPMO 0195
AHI APPROVAL
REVISIONS
I NNRK I MTF I DESCRIPTION
I
4 STEL JOB # 16-1071
i I
ATTACHED &
10 PSF LIVE LOAD
FREESTANDING SOLID COVERS
- 110,120,130 MPH - EXP. B & C
DRAWN BY AT,
6.5" ROLLFORM
CHECKED GM
BEAM -TYPES FOR
.61"
11.79.
6.5" 2.57"
0.73'-�
.038' 2.08"
SPLICE
C��_E
UR
0.075.. 1 3.0'
TYR I I
SPLICE
WHERE
OCCURS
4.0"
0.070'
TYR
GUT -TER
EXT, UIP�
SPLICE
WHERE
OCCIIRS---,,
4.6"
=0.065"
2.0'r Typ.
- - - - - --
T=12GA.
ASTM A653 SS
GRAD . E 50 G60 3.0
032'
ALUM.
SOLID COVERS
0-
75
C)
MAX.COL.
SPACING
ON SLAB
(2).(3)
Z)o
In
-
M
ATTACHED SOLID
FREESTANDING SOLID
>-
a: 3:
< I,-
f=_) b
Ln 3:
cr
POST 1`76.
nsp SPACING (IN.)
(SPAN) (1)
1
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
13'-7--
5'
111_9�� 18
11'-9" 20
B
1 " 9'. 26
11 1-4" 28
G
5'
.6'
1 V-4"
-
6
10'9" - 1-:8-
!��j �0, -; 2
-9., 11
B
10'9" 26
1 0._4. 27
G
9'-8"
7'
10.01, 4n
�10'-W �21
_
B
0'-o 26
10' _0" 26
9'-8" 27
G
7'
(n 4.5- MAG GUTTER
ALUM. ALLOY
.6063-T6
.5" RqLLFORM
(A -6
ALUM. ALLOY
5063-T6
on
AG BEAM
A A
ALUM. ALLOY
6063 -TS
4- I -BEAM
ALUM. ALLOY
6063-T6
3" SQ.0.032" ALUM. BEAM
E \Wl 12 GA. STL. "U"CHANN . EL
ASTM A653 SS
GRADE 50 G60
LL
C/)
8'-6
8,
9'-4" 19
�-4- 22
B
"
4" 26
9'-4
9' '
9 _1 26
G
8'
T -T'
9,
9'
8' 10" 20-
"I-10" -��22
B
8'-10" 27
8'-7" 2b
8 _7
G
9'
6'-9"
10'
8-15" 20
-2-3
B
8,_
8' 6'� 27
8 _1 27
G
10'
F.,..E
_ '.
6 624
11'
8 21
8111, 2O
P� �r-9--281
G
5,_8"
12'
c
7'-8" 28
7'-6" 28
G
12'
0.375.
WHERE ALUNL
OCCURS ---- ALLOY
6063-T6
6.656" 7.0"
8.0"
0.110"
Typ.
7
1-1.75° L 1
I1I
.0.
ALUM -ALLOY
6063-T6
,C„ INSERT
W/ (1)
1042"__ 6.1
Typ.
_ MAX..
t -,\DBL. 2"x6.5"x0.042"
�_�ALUM ALUM. 3004-H36
OR EQUAL
3.032' 6.5"
TYP.-
I 1I
MAX.
DBL. 2"x6.5"x0.032!-'
k,�A�LUMALLOY 3004-H36
OR EQUAL
0.042" --
Typ�
Yx8";K0.042" BEAM
ALUM. ALLOY 30134-1-136
OR EQUAL
C
C4
_J
MAX.COL.
SPACING
ON SLABm
mx:
;� P
Z30MAX
ATTACHED SOLID
FREESTANDING OLID
-
>_
, ,
<
I'
D
L -
FTG
SPACING IN.)
MIN.
POST
TYPE
MAX.POST I FTG.
SPACING (IN.)
(SPAN)
NMI N.
POS
P
TYPE
13'-7'
5'
B
28
11' �9
0'-10- -:1-9
G
5'
6'
10,
B 11'�10--O,,
27
28
G
6'
9'-8"
7'
101011 2 0
2-2
B
110'-0 27
9'-3" 28 28
G
T
8'-6"
8'
9'-4"9 2" 2023
'-
B
9"
'-4'8,-8"
-� 8-8- 26 27
-
G
8'
ALUM. ALLOY
6063-T6....
r
C6
T -T'
9-.
y____
8' 10" 21
8!-8L- -23-
B
8'10 11 27
�28_
G
9.
W1 (2) "C" INSERTS --T=12 OR
CIA
ALUM. ALLOY SS
SM
6063-T6 /-T=12 OR ASS3 SS
14 CA GRADE 50
NOTE: ASTM Go
8.0" 7.875" A653 SS 8.0
WHERE'C SPLICE OCCURS AS SHOWN IN I G DE 51
SPAN TABLES, IT SHALL BE INSTALLED THE 0.042" - G60 .042"7'8"
FULL LENGTH OF THE T" I -BEAM. TYP.
ILL
U)
0-
(D
6-4-
lo'
8 6" 21
-:---
3 24
B
8' 6" 27
_!.�T
9-7-28
-
G
lo,
6'-2"
8--1 21
7' -10'024
B
8'1" -:27,
7._6', 29
G
11
6-8"
12
22
-� �.-25
c
7'-8" 28
T-2° �30
G
12T_7- '
0.625'
C)
MAX.COL.
SPACING
ON B
SLA
(2).(3)
>_
:30
0
L
ATTACHED SOLID
IFREESTANDING OLID
>_
�-3. 011 . 4.0-
MAX. MAX.
DBL. YxWW.042" BEAM Wx8"x0.042" BEAM DBL. Wx8"x0.042" BEAM
W/ 14 GA. STL. INSERT A �6164 GGAjTL.5joNGS6ERT
(�� D L.A
ALUM. -ALLOY 3114-H31 M STL_ INSERT
53 D�
T STM �
TM 6 0 E 0�
OR EQUAL &ISTM A6�53 GRADE 50 G610
3W'W.042" BEAM-? DBL. Yx8"O.042" BEAM
FOOTNOTE: "SAMPLE" &±W�l 12 GA_ STL. INSERfj RT
FIGURE INDICATES ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60
-a
FTG.
nSP CIONSGT (IN.)
(SPAN)
MIN.
POST
TY PE
MAX.POST FTG.
SPACING (IN.)
(SPAN)
MIN.
POST
TYPE
13'-7"
5.
21 1 �911 2O
1,V -:22
B
11'7
G
5'
61
101-91, 20
� �10'-2-� --
-523
B
10'7 28
p 19�L - 36
G
6.
9'-8"
7'
10, -0.1 2
2-�- - `�_ �23
�-6 1
B
)19.. 28
_:-2-9
G
7'
EXPOSURE B
FIGURE INDICATES NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
EXPOSURE C OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 6 & C. OF THE 3"A8" BEAM. THE FULL LENGTH OF THE 3!'xB' BEAM.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE .
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN
WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf.
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4" MINIMUM.
MAXIMUM COLUMN SPACING ON EXISITNG SLAB.
_J
LL
0
0-
0
8'-6"
8'
9'-4' 21
_2:_�_8 10.
'� .:- 2-4
B
9' 2" 27
-7-2-,
G
8'
T-7"
9'
W-10
�:� 22
m, "
4 24
B
27
7'-10' 29
G.
9'
6,-g"
lo,
18 -6"_-- 22
�__
8'-O" 25
B
8' 3 28
$7
30
G
10'
- 6'- p
-� T-7- -��25C
B
29 1
7'-2" 3
G
11'
6-13"
12'
�7'- 8 �"2 3
7'-1 " 25
c
7'-7" 29
6-9 F 31
IIG
12'
O
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0 X
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C16
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Go
S5885
OF \_\'i
06-23-16
D URALUM
IAPMO 0195
AHI APPROVAL
REVISIONS
I NNRK I MTF I DESCRIPTION
I
4 STEL JOB # 16-1071
i I
DATE 06-23-16
i I
DRAWN BY AT,
CHECKED GM
BEAM -TYPES FOR
ATTACHED&
FREESTANDING
SOLID COVERS
SH
-14
14 OF 50 SHEETS
o B o C o D
o F o G o H
I p Na (ZD
0
NcoL0
W m OM
U
O LQ
W
Q O Lo
O
CD - r -
m U3
CD U O
N M
rn
a�
QRpFESS ICy��
o S 5885
K
1
OF CA0\ _
06-23-16
DURALUM
IAPMO 0195
I REVISIONS '
A7nRK 0.47E DESMPTON
4 STEL JOB R 16.1071
DATE 06•Z3.16
DRAWN BY AT !
CHECKED GM
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 15
55 OF 50 SHEETS
ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
MAG BEAM
�n1 4" I -BEAM
4.5" MAG GUTTER
3" SO. ALUM. W/ 12 GA.
STL."U' CHANNEL
7" I -BEAM
� --
E
F
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
ATTACHED SOLID
I FREESTANDING SOLID
>-
=
MAX.COL.
SPACING
�
7 ❑
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.
0-
ON SLAB
D
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
j
C
G
(2),(3)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
�
13' 7"
5'
10'-4"
17
B
9'-6"
25
G
13'-7"
19
B
12'-4"
27
G
13'-3"
19
B
12'-2"
27
G
13'-4"
19
B
12'-10" '
27
G
23'-4"
22
E
21'-3"
31
G
5
O
10'-4"
19
9'-2"
26
13'-7"
21
12'-1"
28
13'-3"
21
11'-9"
28
12'-3"
20
1'-10"
28
23'-4"
25
20'-8"
33
�-
11'x"
6'
9'-9"
18
B
8'-10"
24
G
12'-9"
19
B
11'-8"
26
G
12'-2"
19
B
11'-6"
26
12'-7"
19
B
11'-6"
26
G
22'-0"
23
E
20' 0"
30
G
9'-9"
20
8'-8"
26
12'-9"
22
11' 4"
28
12'-2"
21
11'-2"
28
G
11'-3"
21
11'-0"
28
22'-0"
26
19'-6"
32
6'
g,_8„
7'
9' 3'9,-3"
121
B
8 6'$,-3"
226
G
12'-2"
223
B
11' 10'
227
G
11'-
222
B
10'-10,
227
12' 0
221
B
11'-0"0,-2"
227
G
20'-20''10
227
E
19'-0'$,-7"
332
G
7'
2'-2"
9"
111'-3"
7„
G
0-4"
J
8'$"
8,
B
8 27'-10"
225
G
11'-8"1'-8"
223
C
10' 10'-4"
227
G
10'-
223
B
10' 4"0-2"
227
G
11'-69,-9"
222
C
10-69'-7"
227
G
20'-20,
228
E
18'-17,-9"
331
G
8�
10,7„
g
1"
7-7 '
,
9
g'i
T 9"
26
G
11'-1"
21
C
10'-2"
28
G
10'-0"
20
B
10'0"
27
G
11'-0"
21
C
10'-1"
28
G
19'-2"
25
E
17'-6"
32
G
9W6'-9'
T-7"
26
11'-1"
24
10'-0"
27
10'-0"
23
9'-7"
27
9'-2"
22
B
9'0"
27
192"
28
17'-1"32
10'
B
7' 7'7'-4"
227
G
10' 6"0'
224
Ci
9-109'-7"
228
G
9-6"9'-6"
223
Ci
g'-6"9'
228
G
10' 4'8'
223
C
9 9g,
227
G
18'-1'8,
229
E
6-105,x„
332
H
10'
6"
2"
9"
B
7
3,
6'_2„
11'
8'-018'-0"
223
B
7 47'-2"
228
G
10' 0"0'-0"
225
C
9 7'9'-3"
228
G
9'-1119'-1"
224
C
9-118'
228
G
9'-10'8'
223
C'
91 6'8'-2"
228
G
17' 4"
229
E
16' 4'6,-0"
333
H
11'
O
9"
4"
r
5-8
12'
7 77'-7"
223
Ci
T-2"
228
G
9'-7"
225
E
9'-3"9'-1"
229
s-8118'
224
8'-8'8
9'-6118'-0"
223
9'-2"'-10"
228
16'-816'-8"
230
E
16'-0"5,-7"
333
H
7'-0"
9'-7"
G
8"
C
4"
?28
G
C
G
12'
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
MAX.COL.
SPACING
Z) o
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.F!132:'
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.
o
ON SLAB
SPACING
(!N.)
POST
SPACING
(!"!.)
POSTCING
(IN.)
POST
SPACING
(IN.)
POST
SPACIPlG
(!N.)
POST
SPACING
(IN.)
POST
SPACING
(!T!.)
POST
SPACING
(!N.)
POST
SPAC!NG
(IN.)
POS?
SPP.CING
(!N.}
POST
m
(2).(3j
(SPAN)
(1)
TYPE
(SPAN)
(;)
TYPEAN)
(1)
TYPE
(SFAl:)
(;j
TYPE
(SPAN)
(i}
TYPE
(SPAN)
(i)
TYPE
(SPA"!)
(tj
TYPE
( SPA":)
(1)
TYPE
SPAN)
(1)
TYPE
(SPAN-)
(PA)
(1)
TYPE
�
13'-7"
5'
10'-4"
18
B
9'-6"g
22S
G3'-4"
"
19
B
12'-4"
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,
10'-3"
20
-0
22
11.'-8"
30
13'-1"
22
11'-6"
30
11'-2"
21
11'-0'
29
23'-1"
27
20'-1"
34
H
11'-0"
6'
9'-9"
19
B
8'-10"
26
G12'-8"
"
20
B
11'-8"
28
G
12'-2"
20
B
11'-6"
28
12'-6"
20
B
11' 6"
28
22'-0"
24
E
20'0"
32
G
r
9'-8"
21
8'-6"
27
23
11'-1"
29
12'-0"
23
10'-10"
29
G
10'-3"
22
10'-0'
28
G
21'-9"
28
19' o"
34
H
6
9'-8"
7'
9'-3"
19
B
8'-6"
26
G
12'-2"
21
B
11'-1"
27
G
11'-3"
20
B
10'-1 "
27
G
11'-7"
21
B
11'-01,
27
G
20'-1
25
E
19'-0"
32
G
7,
9'-2"
22
8'-1"
27
12'-0"
24
10'-6"
29
11'-1"
23
10'-3"
29
9'-6"
22
9'-3"
28
20'-8"
29
18'-0"
33
H
J
8'-6"
8'
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
F {
8'
8'-9"
23
7'-8"
27
11'-6"
25
10'-1"
29
10'-4"
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
�?
11'-1"
22
C
10'-2"
28
G
10'-0"
21
C
10'-0"
27
G
10'-3"
22
C
10'-1"
28
G
19'-2"
27
E
17'-6"
32
H
9
8_6'
23
T 4"
_28
0'_10'
-25_
-28_
-9_-9'-
-29-
-B
.-9 3-
-28_
_8' 4-
-23-
-B-
-8-2-
-28_
1 -
-3.0_
16-7"
-33_
6, 9„
10
8' 3"8'
224
B
7'-7'7-2"
228
G
10'-6110-3"
226
C
9'-109'-4"
228
G
9' 6"g,-3"
225
9'-6"8,
8 J
228
9'-9118'-0"
224
C
9 87'-9"
228
18'-17,-10'
231
E
6'-106'-1"
332
H
10'
2"
C
9"
G
B
G
6'-2"
11'
8'-0"
21
B
7' 4"
27
G
10'-0"
23
C
9'-7"
29
G
9'-1"
22
C
9'-1"
28
G
9'-3"
22
C
9'-3"
28
G
17'-4"
27
E
16'-4"
33
H
11'
O
7'-9"
24
T-0"
29
9'-9"
26
9'-1"
29
8'-10"
25
8'-4"
29
7'-6"
24
B
7'-6"
29
17'-1"
31
15'-7"
33
r
5,_8.,
12
7'-717'-6"
224
C
7'-2'6'-9"
230
G
9'-7"9-4"
226
E
9'-3'8-9"
230
G
8'-8'8,-4"
225
C
8'-88'-1"
230
G
8'-1
224
C
8'-107'-2"
230
G
16'-8'6,
232
E
16'-0"5'-1"
333
H
6'-10"
g
4"
12'
}
¢ _
ATTACHED SOLID
FREES TAND/NG SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
}
=
MAX.COL.
SPACING
Z,
MAX•POST
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.POST
FTG.
MIN.
MAX.POST
FTG.
MIN,
MAX.POST
FTG.
MIN.
~ p
Q.
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
G
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
�
13'-7"
5'
10'-4"
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
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
11'-4"
6'
9'-9"
20
B
8'-9"
27
G
12'-9"
22
B
11'-6"
29
G
12'-2"
21
B
11'-3"
29
G
11'-4"
21
B
11'-3"
29
G
22'-0"
26
E
19'-8"
34
H
6
r-
g'_6"
22
8'-2"
28
12'-4"
24
10'-8"
30
11'-6"
24
10'-7"
30
9' 4"
22
9'-2"
29
21'-2"
29
18'-4"
35
I
I
g, 8„
7'
19'-3"--9'-0"
223
B
8'-4'7'-9"
228
G
12,_ 111
225
B
10
230
G
11,_ 1110'-8"
224
B
10'-80'-0"
230
G
10'-7'6-9"
223
B
10'
229
20'-20,
230
18-9'7,-6"
335
H
-8"
C
10'-2"
8'-7"
G
2„
E
1
7,
J
8'-6"
8'
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
9'-10"
28
G
20'-1"
27
E
18'-0"
33
H
8
24
7'-6"
28
11'-1"
26
9'-9"
30
10'-0"
25
9' 4"
29
8'-2"
23
8'-0"
28
19'-2"
31
16'-9"
34
T-7"
9'
8'-7"
22
B
7'-8"
27
11'-1"
G
23
C
10'-1"
28
G
10'-0"
23
B
9'-9"
28
G
9'-4"
22
B
9'-4"
28
G
19'-2"
28
E
17'-3"
32
H
9
ILLU)
8'-3"
24
7'-2"
29
10'-6"
26
9'-4"
29
9'-4"
25
C
8'-10"
29
7'-8"
24
7'-7"
29
18'-1"
31
16'-1"
34
6'-9"
1p,
8'-37'-10"
225
B
7'-6'7,-0"
230
G 10'-9'-101,
227
C
9'-8"9,-1"
230
G
9'-6"8-6"
225
C
9'-3"8,-1"
230
G
8 107'-0"
224
B
011
8'-17'-2"
8 J
230
G
18'-17,_2,
232
E
16' 815,-7"
334
H
10'
6'-2'
11
8'-0"
23
B
T-3"
29
10'-0"
G
24
C
9'-4"
29
G
9'-1"
24
8'-10"
29
8'-6"
23
C
8'-6"
29
17'-4"
29
16'-2"
33
H
11
O
7'_6"
25
C
6'-9"
31
9'-6"
27
E
8'-9"
31
T-9"
25
C
7'-4"
31
G
6'-4"
24
B
6'-10'
31
G
16'-4"
33
E
15'-1"1
33
1
r
5,_8„
12
7'-7'7=1"
225
C
7'-1'6-7"
231
G
g'-7119-1"
228
E
9'-218,-6"
231
G
8'-8'17'-1"
225
C
a-6"6.
231
G
8`2i15'-9"
224
C
8 116'-7"
231
G
16' 8'6,-9"
333
E
15'-14,-8"
333
H
12
9"
B
I
I p Na (ZD
0
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W m OM
U
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W
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CD U O
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K
1
OF CA0\ _
06-23-16
DURALUM
IAPMO 0195
I REVISIONS '
A7nRK 0.47E DESMPTON
4 STEL JOB R 16.1071
DATE 06•Z3.16
DRAWN BY AT !
CHECKED GM
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 15
55 OF 50 SHEETS
o
2
3
4
5
s
o
7
°
B
A
o
8
}ATTACHED
�_
SOLID
FREESTANDING SOLID
C
FREESTANDING SOLID
o
D'
ATTACHED SOLID
o
FREESTAND/NG SOLID
E
o
I
F
o
MAX.POST
FTG.
G
°
FTG.
H
°
FTG.
I
MAX.POST
°
MIN.
MAX -POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
MIN,
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
'!N.)
MIN.
POST
jo
m>
T
T
ON SLAB
= S
SPACING
(IPJ.)
POST
SPACING
(IN.)
POST
SPACING
(INQ
POST
SPACING
'
(IPJ.)
POST
SPACING
(IN.)
POST
roc
SPACING
cPAN
(IPJ.)
^OST
FOR DBL.
ATTACHED & FREESTANDING SOLID COVERS - 10,PSF LIVE
LOAD -
110,120,130 MPH - EXP. B & C
FOR DBL.
FOR 3"x8"
(1)
P�
,� �
(2).(3)
F
c
(SPAT
(1)
W/
7" I -BEAM
(1) "C" INSERT
11)
T'P'
(SPAN)
W/
7" I -BEAM
(2) "C" INSERTS
c
(PAP:)
(1}
I
DBL 2"x6.5"x0.042"
(1)
POST
DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM
,J OR K
t1)
TvpE
2'u6.5"x0.032-
BEAM
G
POST
H
BEAM
((1)
POST
TYPE
F
(2). (g)
H
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
}
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
BEAM
FREESTAND/NG SOLID
TYPE
}
13'-8"1'-6"
230
MAX.COL.
SPACING
¢ =
~
m
MAX.POST
FTG.
MIN,
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
SPACING
FTG.
(IN.)
MIN.
POST
MAX•POST
SPACING
MAX.POST
SPACING
FTG.
(IN.)
MIN.
POST
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
(IN.)
MIN.
POST
j o
m
13'-0"
11
ON SLAB
��
SPACING
IN.)
((1)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
TYPE
'(SPAN)
14'-10
TYPE
FOR 3"x8"
(1)
TYPE
-x0032
FBEAMB"
(1)
TYPE
f
10'-7"
C
(2). (3)
f -
SPAN)
04
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(i)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
34
H
(1)
20
2x65Rx003i'
14'-7"
29
G
2:6
12'-6"
20
g
12'-1"
12'-6"
C
G
6'
T-
11'-4"
6'
4'-10'
29
E
21'-9"
35
I
27'-6"
30
23'-10'
36
K
13'-8"
23
13'-8"
19
13'-
13'-8"2'-7"
229
.11'-2"
10'-6"
29
13'-7"
5'
26'-9"
23
E
24'-4"
32
G
29'-6"
24
E
26'-1 "
33
H
16'-0"
20
B
16'-0"
29
G
13'-2"
13'-6"
29
B
1'2
11'-7"
21
G
5
11 79
®
G
7
26'-9"
26
9'-8"
23'-8"
34
H
29'-6"
27
34
26'-2"
35
I
16'-0"
22
37
15'-3"
30
23
12'-7"
2'-10"
21
3
10'-0"
23
4„
-8"
25'-3"
24
23'-0"
31
G
27'-9"
25
E
25'-3"
32
G
14'-7"
20
B
14'-7"
28
G
12'-1"
12'-6"
19
B
12'-1'1
12'-6"1'-6"
27
G
6'
10'-10"
27
11'-4"
6'
25'-3"
27
E
22'-4"
33
H
27'-9"
28
34
24'-7"
34
H
14'-7"
23
35
14'-0"
29
24
11'-6"
11'-9"
21
2
9'-3"
23
9' 9"
9'-1"
28
24, 0„
25
7'-7"
21'-9"
32
G
26' 4"
26
33-
24,_0„
32
H
13'-6"
21
C
13'-6"3'-0"
229
G
11'-1"0,
111-
222
B
11'-10'-4"
11'71,-0'-8"
227
G
7'
9'
-
227
9,_8„
7
24'-0"
28
E
21'-3"
33
H
26'-4"
29
E
23'-4"
34
35
13'-6"
23
24
K
11'-0"
29
8,.
0'-10"
8'-9"
23
B
9LL
B
"
(n
s
23'-0" 26
21' 4"
26'-1 "
32
19' 4"
25'-3"
27
E
23'-a"
33
H
12'-8"
21
C
11'-8°
26
G
1 U' -b"
1 U' -'I u'
20
-..
B9'-9"
K.O.-
10'-10"
27
9'-2"
28
G
e!
8'-6"
G
„
23-4-
29
E
20'-3"
32
H
25'-3"
30
23'-z"
22' 4"
33
20'-2"
12'-8"
24
10'-8"
1 z _2"
z8
10'-4"
10' o"
10'_2"
22
8' 4"
24
10' o"
27
7'-9"
28
8' 4"
7'-2"
27
9'
22'-1"
27
20' 8"
20'-1"
33
H
24'-3"
27
E
22'-1"
34
H
12'-0"
22
C
12'-0"1'-6"
229
G
g-101,
10
21
C
9'-109
10'-2"
227
G
9'
G
11
7'-7"
G
22'-1"
30
E
19'-7"
33
17'-9"
24'-3"
31
22'-6"
21'-7"
34
I
12';0"
24
10'-2"
25
J
9'-10"
4"
9'-8"
8'-7"
B
2
7"
8' 4"
7'-1"
29
LL
r
21'-4"21'
231
20'-1"
19'-4"8'
333
18'-3"
23'-
232
22'-1"
21'-41,20'-9"
334
1
11'-411
225
C
11' 0'-10"
229
G
g �t9'-0"
g 29'
223
C
9,�„
g _2"
28
G
10'
G
12'
6,_9„
10,
4"
12'I-
E
10'
12'
H
23,-6"
E
E
35
J
19'-1"
4"
9'-9"
26
9'-6"
30
2"
8'-2"
7' 4"
8,_g„
8'-6"
27
7"
4"
6'-0"
11'
20'-8"
28
18'-9"
34
22'-9"
29
20'-8"
35
I
10'-10"
22
E
10'-10"
30
G
9'-0"
8'-4"
21
C
9'-0'$
8'-4"
.
228
G
11'
Q
6'-2"
20'-8"
31
E
18' 3"
34
I
22'-9"
32
E
20'-2"
35
0'-10"
25
10'-4"
29
8'-7"
8'-4"
23
7' 8
20'-120,
232
18'-31'7,
335
22'
233
E
20'-119'-7"
335
J
10'-410,-4"
226
E
10' 4"0'-011
3030
G
8-78'-2"
7-87'-8"
223
Ci
8 7'8'-0"
7 87'-1"
8 J
228
5,_8„
12,
1
E
g„
22,-1"
r
CD
}ATTACHED
�_
SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTAND/NG SOLID
"'
I
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.POST
FTG.
MIN.
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
MIN,
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
'!N.)
MIN.
POST
jo
m>
T
T
ON SLAB
= S
SPACING
(IPJ.)
POST
SPACING
(IN.)
POST
SPACING
(INQ
POST
SPACING
'
(IPJ.)
POST
SPACING
(IN.)
POST
roc
SPACING
cPAN
(IPJ.)
^OST
FOR DBL.
FOR 3"x8"
(IN)
pOST
7"PE
FOR DBL.
FOR 3"x8"
(1)
P�
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(2).(3)
F
c
(SPAT
(1)
TYPE
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11)
T'P'
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(1)
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c
(PAP:)
(1}
PE
T.
(S I)
PAh
(1)
POST
.(� )
t1)
TvpE
2'u6.5"x0.032-
BEAM
1
()
POST
2"x6.5"x0.032"
BEAM
((1)
POST
TYPE
F
(2). (g)
H
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(i)
TYPE
2'x6.5"x0.032"
BEAM
20
TYPE
13'- "
13'-8"1'-6"
230
•
13 7„
5'
26'-9"
24
E
24'-4"
34
H
29'-6"
25
E
26'-1 "
35
1
16'-0"
20
B
16'-0"
30
G
13'-2"
13'-8"
20
B .
13'-2"
13'-0"
27
G
5'
13'-7"
26-6"
28
E
23'-1"
36
I
29'-2"
29
E
25'-4"
36
K
14'-10
22
14'-7"
31
12'-7"
11'-8"
21
3
10'-7"
29
04
25'-3"
25
23'-0"
33
H
27'-9"
26
E
25'-3"
34
H
14'-7"
20
B
14'-7"
29
G
12'-1"
12'-6"
20
g
12'-1"
12'-6"
28
G
6'
T-
11'-4"
6'
4'-10'
29
E
21'-9"
35
I
27'-6"
30
23'-10'
36
K
13'-8"
23
13'-4"
31
11'-6"
10'-8"
22
.11'-2"
10'-6"
29
P
9'-8"
24'-0"
26
21'-9"
33'
H
26'-4"
27
E
24' 0"
34
_35
H
13'-6"
21
C
13'-6"
29
G
11'-2"
11'-7"
21
B
11'- 1'O
11 79
228
G
7
9'-8"
7'
23'-8"
30
E
20' 8"
34
I
26'-1"
31
22'-9"
37
I
12'-8"
23
12'-4"
30
10'-8"
10'-0"
23
4„
-8"
J:
s'
23' 0"
27
20'-1 "
32
H
25'-3"
28
E
23'-0"
33
H
12'-8"
21
C
12'-8"
28
G
10' 6"
10'-10"
21
B
10'-6"
10'-10"
27
G
8'
.J
8'-6"
22'-8"
31
E
19'-9"
34
I
25'-0"
32
E
21'-9"
35
1
11'-10
24
11'-7"
30
10'-0"
9'-3"
23
9' 9"
9'-1"
28
7'-7"
-9'-
22'=1=
28-
- -
E
20'-1'=
33-
- - - 24'-3=
H
29-
- -
E
22'-1= -
-34- -H—
1-2'-0= - -22_
_ _ _
C
1.2_0"
_29
_ _ _
G
9_10" _
10'-2" _
22 _
C _
T-110"_
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10'-2"_
28
_G--
9'
-
227
G
91
32
19' 0"
34
E
24'-0"
33
1
21'-0"
35
I
11'-2"
24
K
11'-0"
29
9' 4"
8'-9"
23
B
9LL
B
(n
21' 4"
28
121'-4"
10'
19' 4"
34
H
23'-6"
29
E
21'-4"
35
I
11' 4"
22
C
11' 4"
z9
G
9' 4"
9'-2"
22
C
9'-4"
9'-2"
28
G
10
28
G
6'-9"
10'
21'-1"
32
E
18'-4"
33
I
23'-z"
33
I
20'-2"
34
10'-8"
25
J
10'-4"
29
9'-0"
8' 4"
24
B
8' 9"
7'-9"
28
8' 4"
7'-2"
27
20' 8"
29
11,
18'-9"
34
E
22'-9"
30
I
20'-8"
35
I
10'-10"
22
E
10'-10"
30
G
9'-0"
8'-4"
22
C
9'-0"
8'-4"
28
G
11
228
G
11'
20'-4"
33
E
17'-9"
34
22'-6"
34
E
19'-7"
35
J
10'-2"
25
J
9'-10"
29
8'-7"
8'-0"
24
7"
8' 4"
7'-1"
29
r
20'-1"
30
E
18'-3"
35
I
22'-1"
31
E
20'-1"
36
J
10'-4"
23
E
10'-4"
30
G
8'-7"
7'-8"
22
C
8'-7"8-0"
7'-8'6'
230
G
12'
228
G
5'-s"
12'I-
-__19'-l0"_:
9'-10'
34
12'
17'-3"
34
E
21'-10'
35
J
19'-1"
35
9'-9"
26
9'-6"
30
8'-2"
7' 4"
24
8'-2"
6'-10"
7"
4"
6'-0"
r
CD
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ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ct:
T
T
MAX.COL.
SPACING
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MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
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MAX.POST
FTG.
MIN.
MAKPOST
FTG.
MIN.
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SPACING
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SPACING
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MAX.POST
SPACING
FTG.
MIN.
;o
ON SLAB
m
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
FOR DBL.
FOR 3"xB"
(IN.)
POST
FOR DBL.
FOR 3"x8"
((1)
POST
TYPE
m 3
(2). (g)
H
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(i)
TYPE
2'x6.5"x0.032"
BEAM
(1)
TYPE
21xB.5'x0.032"
BEAM
(1)
5'
26' 9"
26
24'-0"
35
1
29'-6"
27
26'-4"
36
K
16'-0"
22
B
15'-7"
32
G
13'-2"
13'-1"
20
B
13'-2"
13'-0"
27
G
5'
13'-7"
25'-9"
29
E
22'-4"
37
K
28'-6"
30
E
24'-8"
38
13'-8"
24
13'-4"
32
12'-7"
0'-9"
22
12'-3"
10'-7"
29
25'-3"
27
22'-7"
35
1
27'-9"
28
E
24'-1 "
36
1
14'-7"
22
B
14'-3"
31
G
12'-1"1
12' 0"
21
B
12'-1"
1'-10"
27
G
6
T-
11'-4"
6'
24'-3"
30
E
21'-1"
37
K
26'-91,
31
23'-3"
37
K
12'-7"
24
12'-3"
32
6
-10"
23
11'-2"
9'-8"
28
9'-8"
24'-0"
28
21'-6"
34
H
26'-4"
29
E
23'-8"
35
I
13'-6"
23
C
13'-1111'-4"
331
G
11'-10'
11 -19'-2"
223
B
11'-21"0'
11'-19
227
G
7
7'
23' 1"
31
E
20'-1"
36
K
25'-6"
32
22'-1"
37
K
1
25
8'
4„
0"
J:
8'
23' 0"
29
20'-7"
34
H
25'-3"
30
22'-8"
35
I
12'-8"
24
C
12'-4"
30
G
10'-6"
10'-4"
22
B
10'-6"
10'-4"
27
G
8'
8'-6"
22'-1"
32
E
19'-2"
36
I
24'-4"
33
E
21'-2"
37
K
10'-10
26
10'-8"
30
10'-0"
8'-7"
24
9'-9"
8'-4"
27
7'-7"
9'
22'-1"
29
19'-9"
34
H
24'-3"
30
E
21'-9"
34
I
12'-0"
24
C
11'-8'0'-1"
230
G
9110.1
9-9.1
224
C
9'-109'-2"
9.87'-10"
227
G
91
21'-3"
33
E
18'-6"
35
1
23'-6"
34
20'-4"
36
K
10'-3"
26
a"
B
6 -9
121'-4"
10'
30
E
19'-1"
34
H
23'-6"
31
E
21'-1"
34
1
11'-4"
25
C
11'-1"
29
G
T-4"
9'-2"
23
C
9'-4"
8'-9"
28
G
10
20'-7"
34
17'-10'
35
I
22'-8"
35
19'-8"
36
J
9'-9"
27
9' 7"
30
9'-0"
7'-8"
25
8' 4"
7'-2"
27
6, 2„
11,
20'-89'-10'
335
E
W-15"7'-3"
335
I
22
336
E
20'-�9,-1"
336
I
10'-19'-4"
227
E
10'-9'
231
G
9-08,
8�7'-4"
225
C
9'-O'8-0"
8 06'-7"
228
G
11'
C
J
22, 0„
J
2"
7"
r
5'-s"
20'-1.1
31
18'-0"
35
I
22'-1"
32
E
19'-9"
36
J
10'-4"
25
E
10'-2"
30
H
8'-7"
7'-8"
23
C
8'-7'7'
7 4
228
G
12'
12'
19'-3"
35
E
16'-9"
34
J
21'-3"
37
18'-6"
35
9'-0"
27
8'-9"
31
G
8'-2"
6'-10"
25
4"
6'-0"
r
CD
m
N
CD
(V co
Lo
o
.
G
w m
~ Q
"'
o
x
�
� w
<
W >
—
U Z
0
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L 7
CD CJS
N
CD
M
rn
/Q�pFESS f
S5885
OF CA0�.,
06-23-16
DURALUM
IAPMO 0195
APPROVAL
REVISIONS '
�I-anr j DESCR-10N
4 STEL JOB 9 16-1071
DATE 0623.16
DRAWN BY AT
CHECKED GM
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 16
1
2
3
C
5
mI
oI
71
°J
Lim
B o C °-------- D -_ ° _. E o F o G o H ° I o
ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
MAX.COL.
r
�=
3"x8"0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x&W.042" BEAM
ATTACHED SOLID
FREESTANDING SOLID
�I SBL. 3"x8"x0.042" BEAM
V��/ 14 GA. STL. INSERT
��W/ 12 GA. STL INSERT
O W/DBL. 14 GA. STL. INSERT
P W/ DBL. 12 GA. STL. INSERT
=
SPACING
MAX.COL
Q =
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
>-
MAX.POST
SPACING
~o
MAX -POST FTG.
SPACING
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.
N F
TYPE
ON SLAB
& 3
(IN.)
(SPAN)
POST
TYPE
SPACING (IN.)
POST
TYPE
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
mg
C
G
(2). (3)
(Ir.)
(1)
m
(SPAN) (1)
(2I (3)
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN)
O
-
13'-7"
5'
19'-3" 21
C
19'-3" 30
G
18'-4" 21
C
18'-4" 30
G
20'-1" 21
C
20'-1" 30
F�
25'-1 " 23
13'-7"
25'-1 " 32
18'-4"
28'-4" 24
E
27'-8" 35
J
5,
18'1"
23
C
18'-1" 23
33
31
20'-1"
18'-4" 23
C
17'-8" 31
(1)
20'-1" 24
25'-1
19'-4" 32
G
25'-10" 26
E
4'-10' 34
H
28'-4" 27
E
27'-0" 37
00
r-
11' 4"
6'
17'-7" 22
C
17'-7" 29
"
G
16'-9" 21
C
16'-9" 29
G
18'-4" 22
C
0
18'-4" 30
G
23'-8" 24
E
23'-8" 32
H
25'-1 25
E
25'-1 34
J
6,
E
25'-1 "
34
16 -6 24
28'-4"
16'-1 31
E
16'-9" 24
35
16'-2" 31
5
18' 4" 25
11' 4"
17'-8"
16' 6"
23'-8" 27
B
22'-9" 33
32
25'-1o,.,-:2-7
17' 4"
24'-10"-361-
C
17'-0"
I
9,_8„
7,
16'-3" 22
C
16'-3" 29
G
15'-7" 22
C
15'-7" 29
G
17'-1" 22
E
17'-1" 30
26'-8"
22'-0" 24
22'-0" 32
37
24'-0" 25
E
24'-0" 34
J
7,
17'
225
C
15'-3" 24
332
15'-0" 30
16' 95'-10'
15'-7" 24
(.
15'-0" 30
332
17'-1" 25
18'-4"7.4„
16' 4" 31
G
22'-0" 27
E
21'-1" 33
H
24'-0" 28
E
23'-1" 35
335
H
J
8'-6"
8'
15'-3" 23
E
15'-3" 30
G
14'-7" 22
E
14'-7" 29
G
16'-0" 23
E
16' 0" 30
G
20'-7" 25
E
20'-7" 32
H
22'-6" 26
E
22'-6" 34
17'-1"
8
E
16'-8"
32
14' 4" 25
22'-3"
14'-0" 29
E
14'-7" 25
34
14'-1" 29
24'1"
16'-0" 26
15'-4" 30
35
20'-7" 28
6,
19'-9" 32
9'-8"
22'-6' 29
16'-3"
21'-7" 34
`�
16'-3"
30 -
7-7
g'
1413'-7" 225
E
14' 4'3' 330
G
13'-9" 23
E
13'-9" 30
G
17'-1"
E
15'-1" 21
G
19'-4" 25
E
19'-4" 33
H
21'-2" 26
E
21'-2" 35
J
9'
(L
H
7
J
8'-6"
2"
14'-0"
13'-9" 26
E
13'-3" 30
31
G
14'-6" 30
E
19' 4" 29
31
18'-7" 32
16'-1"
21'-2" 29
E
20' 4" 35
32
20'-7"
6'-9.,
10,
13'-
226
E
13'-8'2, 330
G
13'- 33,
226
E
13'- 9
330
G
1
E
14'-313'-9" 231
8'-6"
18'1'8'1" 229
15' 3"
18'-17' 333
H
20'-120,-1 230
E
20'-119'1" 335
J
10,
E
14'-7"
29
2'-10"
16'-0"
7"
E
3,-1"
30
2,-7"
20'-7"
314'3"24
20'-7"
G
H
E
8"
E
"
33
H
8,
7cf)'-7"
6'-2
11
13' 1 " 24
E
13'-1 " 31
G
12'-6" 24
E
12'-6" 31
G
13'-6"
E
13' 8" 31
G
17'-7" 26
E
17'-7" 34
H
19'-2" 27
E
19'-2" 36O
J
11
34
21'-2'
12'-3" 26
12'-0" 30
34
12'-6" 26
,
9
12'-0" 30
7'-7"
g'
14'1"
13'-1" 31
E
17'-7" 30
30
6'-10' 33
'-9"
[�13'
19'-2" 30
E
18'-6" 35
30
G
15'-1"
5'-8"
12'
12' 6'A
1 227
E
12'-6"1
331
G
I
12' �2'-0" 227
E
12'-0'1
331
G
13_1„ 25
E
13.1„ 32
21'-2"
16'-9" 27
H
16.9" 34
H
18'-4" 28
E
12'=4"-26
J
___-,.�2_1°
E
-30_
30
_9„
"
6"
1Z8--30-
12'-9"
6„
13'-1" 28
13=10"-3.1--H-
12'-7" 32
G
16'-9" 30
E
16'-2" 34
I
18'-4" 31
33
17'-8" 36
31-
12'
/QRpf ESS Iq1,��\
w o
S588
OF cp,
06-23-16
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS '
MARK DATE I DESCRP--ION
4 STEL JOB # 16.1071
r
DATE 06.23.16 -
I
DRAWN BY AT
CHECKED GM -
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
s
SH - 173
17 OF 50 SHEETS 3
MAX.COL.
r
�=
ATTACHED SOLID
FREESTANDING SOL/D
ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
I FREESTANDING SOLID
D
a
=
SPACING
F
o
MAX -POST
SPACING
FTG.
I MIN.
POST
MAX.POST
SPACING
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.
=
jp
O
ON SLAB
r s
(SPAN)
(IN.)
TYPE
'(SPAN)
(IN.)
POST
SPACING
I
(IN.)
POST
SpAC!N^v
(I J.)
POST
SPACING
(!N.)
POST
SPaCINJG
(IN.)
FOST
SpaC!NlG
(!N.)
POST
SPACING
(Irl.}
POST
SPACIrIG
!
(IN.)
PCS
SPPpChC
SPACING
(Ir.)
POSE
m
(2I (3)
N
(SPA;:)
(i}
TYPE
(SPFJj
(i}
TYPE
(SPAN)
(;)
TYPE
(SPAN)
(1j
TYPE
(SPAN)
(;)
c
TYPE
(SPAN)
(1)
TYPE
c
(„PAN)'
(1)
o
TYPE
(SPAN!)
(1)
TYPE
c
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F�
O
13'-7"
5'
18'-4"
23
C
18'-3"
33
H
18'1"
23
C
18'-0"
33
H
20'-1"
24
C
19'-8"
(1)
H
25'-1
(i}
E
25'-3"
(1)
J
28'-4"
(;)
E
27'-3"
00
5'
13'-7"
5'
19'-3"
22
C
19'-3"
32
G
18'-4"
22
C
18'-4"
31
G
20'-1"
22
C
20'-1"
32
G
25'-1
24
E
25'-1 "
34
H
28'-4"
25
E
27'-8"
35
1
5
O
11' 4"
6'
16' 6"
24
B
16'-1"
32
16'-9"
G
17' 4"
24
C
17'-0"
33
H
19'-0"
25
C
18'-6"
33
H
24'-4"
27
E
3'-10'
36
K
26'-8"
28
26'-1"
37
K
11,4„
6'
17'
225
C
17'
332
G
16' 95'-10'
225
(.
16'-9'5,-6"
332
G
18'-4"7.4„
226
C
18'-4"7,-0"
333
G
23
228
E
23'-21'
335
H
25
229
E
25'-23,-9"
336
H
6
9'-8"
7'
15'-1"
24
C
14 8"
31
15'-7"
G
24
C
15'-3"
31
G
17'-1"
25
E
16'-8"
32
H
22'-3"
27
E
9"
34
It__
24'1"
28
23'-6"
35
J
6,
9'-8"
7'
16'-3"
23
C
16'-3"
30 -
G
15'-7"
23
C
15'-7"
30
G
17'-1"
23
E
17'-1"
31
G1--20-8..
22'-0"
26
E
22'-0"
33
H
24'-0"
26
E
24'-0"
34
H
7
J
8'-6"
8'
14'-0"
25
E
14'-6"
31
G
14'-8"
26
E
14'-4"
31
G
16'-1"
26
E
15'-8"
32
20'-7"
29
20'-2"
34
H
22'-7"
29
22'-1"
35
1
8
J
8'-6"
8'
15' 3"
24
E
15'-3"
30
G
' 7"
23
E
14'-7"
29
G
16'-0"
24
E
16'-0"
30
G
20'-7"
26
E
20'-7"
32
H
22'-6"
27
E
22'-6"
33
H
8,
7cf)'-7"
9' 13'-9"
13'-1"
26
C
12'-9"
30
H 13'-9"
13'-9"
26
E
13'-6"
31
H
15'-1"
27
E
14'-8"
32
19' 4"
29
8'-10'
34
21'-2'
30
20'-8"
34
I
,
9
7'-7"
g'
14'1"
24
E
14'1"
30
G.3_0_-2.7_
'-9"
[�13'
24
E
13'-9"
30
G
15'-1"
25
E
15'-1"
31
G
19'-4" 27
E
19'-4"
32
H
21'-2"
27
E
21'-2"
34
H
,
9
.LL__
__ ___
-___
12'=4"-26
"
___-,.�2_1°
E
-30_
30
H 13'-1
"
26
1Z8--30-
12'-9"
1.4 2"-27-
26
13=10"-3.1--H-
14'-0"
31
1-8-3=-30-
18'-4"
29
- 1-7-'-10'
-33
33
2O-0-'
31-
30
1-9 fi"-34
19'-8"
—I-
H
6'-9"
10'
13 8
25
E
13'-8"
31
G12'1"
-1"
24
E
13'-1"
30
G
14'-3"
25
E
14'-3"
3118'1"
H
H
27
E
18'-4"
33
H
20'-1"
28
E
20'-1"
34
H
1
1012'-6"
11'-8"
27
26
11' 6"30
12'-6"
31
12'-6"
27
26
12'-1"
30
H
13'-6"
28
27
13'-2"
31
31
17' 4"
30
29
17'-0"
33
33
19'-0"
31
30
18'-6"
33
1
10
13'-1"
25
E
13'-1"
31
H
12'-6"
25
E
12'-6"
31
G
13'-8"
25
E
13'-8"
31
H
17'-7"
28
E
17'-7"
33
H
19'-2"
28
E
19'-2"
34
34
O
5'-8"
11'-2"
27
27
11'-0"
30
31
11'-9"
28
27
11'-6"
30
H
12'-10"
28
27
12'-7"
31
32
16'-7"
31
30
16'-2"
33
33
18'-1"
32
31
17'-8"
34
35
12,
12'-6'O,-8"
227
E
12' 6'0,-6"
330
H
�12'_0"1'-3"
228
E
12'-0"1'-1"
330
H
13'-112
229
E
13'-112,-1"
332
H
16-95'-10"
231
E
16-95,-6"
333
H
18-417,-4"
232
33
18' 417,
334
34
I
12'
4'
1
E
0"
12'
/QRpf ESS Iq1,��\
w o
S588
OF cp,
06-23-16
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS '
MARK DATE I DESCRP--ION
4 STEL JOB # 16.1071
r
DATE 06.23.16 -
I
DRAWN BY AT
CHECKED GM -
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
s
SH - 173
17 OF 50 SHEETS 3
MAX.COLSPACING
=
ATTACHED SOLID
FREESTANDING SOL/D I
ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
N CD
a_
SPACING
F r
o
m
MAX.POST
SPACING
FTG.
MIN.
POST
MAX.POST
SPACING
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.
jp
O
ON SLAB
m
(SPAN)
(IN.)
(1)
TYPE
'(SPAN)
(IN.)
POST
TYPE
SPACING
(IN.)
POST
TYPE
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
( IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
(2).(3)
(1)
(SPAN)
(1)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F
O
13'-7"
5'
18'-4"
23
C
18'-3"
33
H
18'1"
23
C
18'-0"
33
H
20'-1"
24
C
19'-8"
34
H
25'-1
26
E
25'-3"
36
J
28'-4"
26
E
27'-3"
37
5'
15'-1"
24
B
14'-9"
33
16'-0"
25
B
15'-7"
34
17'1"
26
17'-1"
35
I
22' 4"
28
1'-10'
37
K
24'-6"
29
24'-0"
38
K
r-
11' 4"
6'
16'-9"
24
C
16'-9"
32
16'-9"
G
24
C
16'-6"
32
G
18'-4"
24
C
18'-0"
33
H
23'-8"
26
E
23'-1"
35
1
25'-1
27
25'-3"
36
J
13'-10"
25
13'-6"
32
14'-7"
26
14'-3"
33
H
15'-10'
26
15'-7"
34
20'-6"
29
20'-1"
36
K
22'1"
30
E
21'-10"
37
K
6
9'-8"
7'
15'-7"
24
C
15'-6"
31
15'-7"
G
24
C
15'-3"
31
G
17'-1"
25
E
16'-8"
32
G
22'-0"
27
E
21'-6"
34
H
24'-0"
28
23'-6"
35
I
12'-9"
26
12'-7"
32
13'-6"
26
13'-2"
32
14'-9"
27
14'-6"
33
H
19'-0"
29
18'-7"
35
I
20'-9"
30
E
20'-3"
36
K
7
J
8'-6"
8'
14'-7"
25
E
14'-6"
31
G
14'-7"
25
E
14'-3"
31
G
16'-0"
25
E
15'-7"
32
20'-7"
28
20'-1"
34
H
22'-6"
29
22'-0"
35
8
12'-0"
26
C
11'-9"
31
12'-8"
27
C
12'-4"
32
13'-10'
28
13'-6"
32
H
17'-9"
30
E
17'-4"
35
I
19'-6"
31
E
19'-0"
35
7cf)'-7"
9' 13'-9"
25
E
13'-8"
30
H 13'-9"
25
E
13'-6"
30
H
15'-1"
26
E
14'-8"
31
19'-4"
28
19'-0"
33
21'-2"
29
20'-8"
34
H
,
9
11' 4"
27
11'-1"
31
G
12'-0"
27
11'-8"
31
G
13'-1"
28
12'-9"
32
H
16'-9"
31
E
16'-4"
34
H
18'-4"
32
E
18'-0"
35
I
6'-9"
10' 13'-1
"
26
E
13'-0"
30
H 13'-1
"
26
E
12'-9"
26
E
14'-0"
31
18'-4"
29
18'-0"
33
20'-1 "
30
19'-8"
34
H
10'-9"
27
10'-7"
30
G
11' 4"
28
11'-7""
29
12'-1"
31
H
16'-0"
31
E
15'-7"
34
H
17'-4"
32
E
17'-1"
35
1
1012'-6"
11
26
E
12'-6"
31
12'-6"
26
E
12'-2"
W31:3��27
27
13'4"
31
17'-7"
29
E
17'-2"
33
19'-2"
30
18'-9"
346-2
0'-3"
28
10'-1"
31
10'-10'
28
10'-7"'
29
11'-7"
31
H
152"
32
14'10"
33
H
67"33
E16'-3"
34
5'-8"
12'
'"
27
E
1-10"
31
H 12'-0"
27
E
11'-8"
27
E
12'-9"
32
16'-9
30
16'-6"
33
18'-4"
31
18'-0"
35
28
9'-8"
3110'
4"
29
10'""
_30
11'-1"
31
H
14'-7"
32
E
14'-3"
33
I
15'-10
33
E
15'-7"
34
I
12'
/QRpf ESS Iq1,��\
w o
S588
OF cp,
06-23-16
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS '
MARK DATE I DESCRP--ION
4 STEL JOB # 16.1071
r
DATE 06.23.16 -
I
DRAWN BY AT
CHECKED GM -
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
s
SH - 173
17 OF 50 SHEETS 3
O
N
C
c:>
N CD
Ln
W m
oC-)
H Q
rn
O0
xQ
U z
O
0
O
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o
co
N �
M
rn
rn
/QRpf ESS Iq1,��\
w o
S588
OF cp,
06-23-16
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS '
MARK DATE I DESCRP--ION
4 STEL JOB # 16.1071
r
DATE 06.23.16 -
I
DRAWN BY AT
CHECKED GM -
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
s
SH - 173
17 OF 50 SHEETS 3