BPAT2016-0076i
Applicant:
VALLEY PATIOS
OUTSIDE CITY LIMITS
L4 QUINTA, CA. 92253
'ter °& 1wQw;,�rw
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
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 Clas : tLicense No.::LIC-01073/�62
Date: Z lv Contrac�o
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 IS 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.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec..7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's Add
VOICE (760) 777-7125
FAX (760)'777-7011
INSPECTIONS (760) 777-7153
Owner:
OWEN LARSON
, 92253
Contractor:
VALLEY PATIOS fnphMU
OUTSIDE CITY LIM.TS--
LA QUINTA, CA 92253
(760)534-4630
Llc. No.: :LIC -0107362
Date: 8/2/2016
AUG.0 2 2016
1�-
CITY OF LA QUIPITA
N1TY DEVELOPMENT DEPARTMENT
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the k for which this permit is issued.
7-1 have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner, so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Co , I all forthwith
comply with phoseiprovisions.
Date: Applicant;
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city. and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon
above- merltionrcl property for inspection purposes.
Date: •� �' Signature (Applicant or t
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
BPAT2016-0076
Property Address:
79792 RANDOLPH CT
APN:
604520001
Application Description:
MELISA LARSON / PATIO
Property Zoning:
Application Valuation:
$5,000.00
Applicant:
VALLEY PATIOS
OUTSIDE CITY LIMITS
L4 QUINTA, CA. 92253
'ter °& 1wQw;,�rw
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
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 Clas : tLicense No.::LIC-01073/�62
Date: Z lv Contrac�o
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 IS 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.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec..7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's Add
VOICE (760) 777-7125
FAX (760)'777-7011
INSPECTIONS (760) 777-7153
Owner:
OWEN LARSON
, 92253
Contractor:
VALLEY PATIOS fnphMU
OUTSIDE CITY LIM.TS--
LA QUINTA, CA 92253
(760)534-4630
Llc. No.: :LIC -0107362
Date: 8/2/2016
AUG.0 2 2016
1�-
CITY OF LA QUIPITA
N1TY DEVELOPMENT DEPARTMENT
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the k for which this permit is issued.
7-1 have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner, so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Co , I all forthwith
comply with phoseiprovisions.
Date: Applicant;
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city. and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon
above- merltionrcl property for inspection purposes.
Date: •� �' Signature (Applicant or t
Date: 8/2/2016
Application Number:
BPAT2016-0076
Owner:
Property Address:
79792 RANDOLPH CT
OWEN LARSON
APN:
604520001
Application Description:
MELISA LARSON / PATIO
92253
Property Zoning:
Application Valuation:
$5,000.00
Applicant:
Contractor:
VALLEY PATIOS
VALLEY PATIOS
OUTSIDE CITY LIMITS
OUTSIDE CITY LIMITS
LA QUINTA, CA 92253
LA.QUINTA, CA 92253
(760)534-4630
--------------------------------------7------------------------------------------------------
LIc. No.: :LIC-0107362
Detail: 530SF TRELLIS/SOLID
ROOF PATIO COVER AT REAR YARD [DURALUM) DUSTIN K. ROSEPINK ENGINEERING. 'THIS PERMIT DOES NOT INCLUDE
ELECTRICAL INSTALLATIONS. 2613 CALIFORNIA BUILDING CODES.
DESCRIPTION
FINANCIAL INFORMATION
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
$97.17
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
Total Paid for PATIO COVER / COVERED PORCH / LATTICE:
$192.89
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SMI - RESIDENTIAL
101-0000-20308
0
$0.65
Total Paid for STRONG MOTION INSTRUMENTATION SMI:
$0.65
Permit Details PERMIT NUMBER
r
City of .La Quinta �` �BPATT-2016:,Q
Description: MELISA LARSON / PATIO
Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 7/20/2016 RSE
ENGINEERED - OPEN
Approved: 7/21/2016 DCL
Parcel No: 604520001 Site Address: 79792 RANDOLPH CT LA QUINTA,CA 92253
Subdivision: TR 24197-5 Block: Lot: 1
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
'Valuation: $5,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
R4sCOMPLETION DATE�k NOTES'.
Details: 530SF TRELLIS/SOLID ROOF PATIO COVER AT REAR YARD [DURALUM] DUSTIN K. ROSEPINK ENGINEERING. THIS PERMIT DOES NOT .
INCLUDE ELECTRICAL INSTALLATIONS. -2013 CALIFORNIA BUILDING CODES.
- FINANCIAL INFORMATION
Printed: Tuesday, August 02, 2016 3:00:28 PM 1 of 2
SYSTEMS
ADDITIONALSITE
CHRONOLOGY
.'CHRONOLOGY -TYPE °-° STAFF NAME '.. : ACTION,DATE
R4sCOMPLETION DATE�k NOTES'.
PLAN CHECK SUBMITTAL
`
RAMSES
7/20/2016
7/20/2016
RECEIVED
.SEVILLA
l
TELEPHONE CALL
DUANE CLAYTON
7/21/2016
7/21/2016
NOTIFIED ANDY THAT PLANS WERE APPROVED AND PERMIT.
IS READY TO ISSUE.
CONDITIONS
_
NAME TYPE NAME - . -APPLICANT
_
•ADDRESSl'
,,
7LACQJUINTA
, ; STATE
ZIP PHONE� FAXEMAIL
VALLEY PATIOS
OUTSIDE CITY LIMITS
CA
92253
CONTRACTOR VALLEY PATIOS
OUTSIDE CITY LIMITS
LA QUINTA
CA
92253
OWNER OWEN LARSON'
92253
- FINANCIAL INFORMATION
Printed: Tuesday, August 02, 2016 3:00:28 PM 1 of 2
SYSTEMS
u • ._.
DESCRIPTIOW
, _
ACCOUNT
ryp+rMrWr.+•r
QTY
_
AMOUNT
a PAID
'�"""r'^'r!r!r"w".
-PAID DATE
'',,ryr'w^" �
RECEIPT #
z,: ':
CHECK # : ;
"�
'METHOD
_ i,.
PAID BY k..
CLTD _.
..
,.
P
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
8/2/16
R17567
DEBIT
VALLEY PATIOS
RSE
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 $1.00
BSA:
PATIO COVER, STD,
101-0000-42404
0
$97.17
$97.17
8/2/16
R17567
DEBIT
VALLEY PATIOS
RSE
OPEN
PATIO COVER, STD,
101-0000-42600
0
$95.72
$95.72
8/2/16
R17567
DEBIT
VALLEY PATIOS
RSE
OPEN PC
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89 $192.89
SMI - RESIDENTIAL
101-0000-20308 -
0
$0.65
$0.65
8/2/16
R17567
DEBIT
VALLEY PATIOS
RSE
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.65 $0.65
•, •. .54
INSPECTIONS -
.... EIRENT.,P.ROJECTS „,
ATTACHMENTS
Printed: Tuesday, August 02, 2016 3:00:28 PM 2 of 2 C
SYS TFti1S
t
Bin # " Qty of la Q ui.11 to
Building &r Safety Division
Permit ;rf 78-495 Calle Tampico
La Quinta, CA 92253 _ (760) 777-7012
Building Permit Application arid Tracking Sheet
Project Address: 7 7 c� •Z G Owners Namc: M_Q� C '15 SG La (SOA'.
A. P. Number:
Address: - -1 -7 C) 2tid0( k
Legal Description:
pC�
City, ST, Zip: �v ^ to I -t:L5 j
n r t r
Co t ac o . p..I�
a OS
Telephone:
<%>
Address: 79 9 D ('3 o ct a d 0
Project Description:
City, ST, Zip: C) ' CIZ,� 3
C.C/� .
h ne:
TeleA o a 3
State Lic. #.:
City Lie. #.:
Arch., Engr., Designer: .
Address:
City, ST, Zip: "
an
Occupancy:
cY
:Telephone:
e:
6 -Instruction
ans trueti n TYP
State Lie.
airProJecthPe c'cle oneNew Addn Altor Ra Demo
Name of Contact Person:
Sq. Ft.:�ji7
Stories:
#Units:
Telephone # of Contact Person: -2-D 3j
Estimated Value of Project: S 0 c)o
# Submittal
APPLICANT: DO NOT WRITE BELOW THIS LINE
Req'd Rcc'd TRACKING. PERMIT FEES
Plan Sets
Plan Check submitted
Item
'Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss C21e5.
COW Contact Person
Plan Check Balance.
Title 24.Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical '
Grading plan
2"' Review, ready for correclionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
Ii.O.A. Approval
Plans resubmitted
Grading
IN-HOUSE:-
Review, ready for correctionsrissue
Developer Impact Fee
Planning.Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Pcrniit Fees
1
Larson Residence
- 79792 Randolph Ct
La Quinta CA 92253 CITY of LA c�uiN-rA
BUILDING 8. SAFETY DEPT.
Proposed Alumawood APPROVED
FOR CO STRUCTION
patio cover DATE W % BY '-Z>&-
46-01f
_ J
solid roof patio cover
1118"
F
r.
t
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE:
GOVERNING CODES:
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND
RESIDENTIAL CODES, ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
AND THE 2015 ALUMINUM DESIGN MANUAL -ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN
ACCORDANCE WITH 2012/2015 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION
AND ACI 318-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS. ' .-1�
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SE17.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES," IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, Ff.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH = 110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC &
IBC APPENDIX CHAPTER I.
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND
LEVEL 25, 30, 40 & 50 psf)
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL
25, 30, 40 & 50 psf)
ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110.'120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss= 1.50, S, = 0.6, S. = 1.0, S.= 0.50
RESPONSE MODIFICATION FACTOR, RA.25
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A'TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEETINDEX:
SHEET # SHEET TITLE/ DESCRIPTION
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
7-oU- /NEEl7/NG
STRUCTURAL ENGINEERING
SH -4 ............MINIMUM FASTENERS
SH - 5-6 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
SH -8 ............EXISTING EAVE CONNECTION DETAILS
SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH -10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
e
SH -11 ..........LATERAL FORCE ESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH -18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF LL, 110-130 MPH
SH - 21-23 .....SOLID COVERS AtiUACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 3940 .....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 - 4344 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
Z 04
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03-09-16
DURALUM
IAPMO 0195
AHJAPPROVAL
F LA QUINTA
G & SAFETY DEPT.
PROVED
ONSTRUCTION
BY `,
REVISIONS
MARK DATE DESCRFTIDN
4 STEL JOB # 16.1071
DATE 03-0316
DRAWN BY AT
Cl IECKED GM
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
T-0
0 OF 50 SHEETS
26030 ACERO SUITE 200
PHONE: (?49)305-1150
T-0..................TITLE
SHEET, DESIGN LOADS, GENERAL NOTES
MISSION VIEJO,CA92691
FAX: (949)305-1420
SH - 1 .............
SOLID PANEL STRUCTURES
STRUCTURAL ENGINEER
SH - 2
............OPEN LATTICE STRUCTURES
OF RECORD:
DUSTIN K. ROSEPINK, SE 5885
SH - 3 .............
PANEL SPANS TRI -V, W -PANEL & FLAT PAN
POINT OF CONTACT:
ANTHONY TRAN
SH -4 ............MINIMUM FASTENERS
SH - 5-6 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
SH -8 ............EXISTING EAVE CONNECTION DETAILS
SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH -10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
e
SH -11 ..........LATERAL FORCE ESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH -18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF LL, 110-130 MPH
SH - 21-23 .....SOLID COVERS AtiUACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 3940 .....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 - 4344 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
Z 04
W O rn
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rn
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03-09-16
DURALUM
IAPMO 0195
AHJAPPROVAL
F LA QUINTA
G & SAFETY DEPT.
PROVED
ONSTRUCTION
BY `,
REVISIONS
MARK DATE DESCRFTIDN
4 STEL JOB # 16.1071
DATE 03-0316
DRAWN BY AT
Cl IECKED GM
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
T-0
0 OF 50 SHEETS
E
6
0
7
0
8
I
r
SOLID PANEL STRUCTURES
1
ATTACHMENT
• SHEET 4 FOR ROOF PANELLFNGT
ATTACHMENT
H OF ST
ROOF PANEL SEE TABLES
SEE DETAIL A, B & C,
LFNGT
HOF
SHEET 4 FOR ROOF
' PANEL TO
SHEET8
ANDSST
q
ATTACHMENT
V
NE PRO BF CFS A131F
/ECT/ONS THAN
HFPROT gFLE VAR/E
SUPPORTING WALL
S
SPAN
s
JFCT/0/v THgN
HANGER & BEAM.
/
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
O.H. SPAN
/
' "O.H." NOT TO EXCEED 25%
ALLOWABLE SPAN
OF ROOF PANEL
gFgM
SEE DETAIL 11, SHEET 12
ALLOWABLE SPAN
POST SPAN/
BEAM - SEE TABLES
SEE DETAIL 11, SHEET 12---,,/
SFE Tgg,FC/NG
S
FOR POST SPACING
FOR MANDATORY SPLICE. CE AT
N BEAM IOSTS.
POST SpgN/
BEAM -SEE TABLES
EXTERIOR PO
SFF ge��/1/G
S
NOT TO
POSTS, SIZE VARIESO-H.V
0.EXN. NOT ?
Or
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
OF gr 251
ACCOI`yABCE
25'OF TO FkC
BEAM FFO
V Ltz Sp"
A -
3 1/2" SLAB ATTACHMENT
MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
r ROOF PANEL SEE TABLES
+
ATTACHMENT
• SHEET 4 FOR ROOF PANELLFNGT
LFlIGTy
H OF ST
TO
ATTACHMEBEAM.
ANO Or
RUCTURE
SUPPORTING
O.NT
H
V
I
V
NE PRO BF CFS A131F
/ECT/ONS THAN
qR/FS
O.H
SPAN
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
gFgM
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
POST SPAN/
BEAM - SEE TABLES
EXTERIOR POSTS.
SFE Tgg,FC/NG
S
FOR POST SPACING
POSTS, SIZE VARIES
FOR POST SPACING
NOT TO
0.EXN. NOT ?
AC`OwAg/EgpgN
MAY BE U ED
OF gr 251
ACCOI`yABCE
/
J
TO CONSTRAIN
FOOTING, SEE
TABLES
So
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
FOOTINGS✓ W� J
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
3 1/2" SLAB ATTACHMENT'
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.—
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAYBE USED
TO CONSTRAINFOOTING, SEE
TABLES
LENGTH
MIN. 0.25" SLOPE Ops
PER FT O.H CT URF VARI
ES
gFq \
POST SP N/
SFE7' A61C
�C BEAM - SEE TABLES
FOR POST SPACING
SOH NOr7-j
OF eEA
ALLOA4CE SIIIpgN
W
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
I-
x
2
FOOTINGS ✓ W ��
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
2 _CD
�
CV Cfl Lo
2 W�CD
Ll
G7
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CD
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S58 5
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03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK I DATE DESCRIPTION
4 STEL JOB It 16-1071
DATE 03-0416
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES
SH - 1
1 OF 50 SHEETS
I
ATTACHMENT
SEE DETAIL A, B & C.
ROOF PANEL SEE TABLES
LFlIGTy
FOR
SHEET 8
ANO Or
SHEET 4
STgCL NOTRUCTURF
TROOF
PANEL ATT MIN . 0.25"
SUPPORTING WALL
SLOPE PER FT.
V
NE PRO BF CFS A131F
/ECT/ONS THAN
HANGER & BEAM.
0.
/
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
pOST SpgN/
BEAM - SEE TABLES
NO BEAM SPLICE AT
EXTERIOR POSTS.
SEF TgBCFSING
FOR POST SPACING
POSTS, SIZE VARIES
0.EXN. NOT ?
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
OF gr 251
ACCOI`yABCE
/
J
So
3 1/2" SLAB ATTACHMENT'
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.—
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAYBE USED
TO CONSTRAINFOOTING, SEE
TABLES
LENGTH
MIN. 0.25" SLOPE Ops
PER FT O.H CT URF VARI
ES
gFq \
POST SP N/
SFE7' A61C
�C BEAM - SEE TABLES
FOR POST SPACING
SOH NOr7-j
OF eEA
ALLOA4CE SIIIpgN
W
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
I-
x
2
FOOTINGS ✓ W ��
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
2 _CD
�
CV Cfl Lo
2 W�CD
Ll
G7
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CD
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Q�pFESS I �l
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S58 5
OF CAI�FOe
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK I DATE DESCRIPTION
4 STEL JOB It 16-1071
DATE 03-0416
DRAWN BY AT
CHECKED GM
SOLID PANEL
STRUCTURES
SH - 1
1 OF 50 SHEETS
I
r.
A - O - 1, V .4 G r
2 N
OPEN LATTICE STRUCTURES �1 p
` CD Cfl Ln
7 -
.,;--..,
RAFTER, SEE TABLES _ r- �•W „r- •+•` .
r,
° �'- -r' �y.'�l• �/STjNG@ 'ter,.
WALLLEDGER OR
MAX O O'A'G ROOFOVERHANG,
O.H SEE DETAIL AB&C,
ALLOWABLE
25% OF SHEET 8.
OI�F SPAN
' o'�@ Rftq
2 9@�FSFg1� NG
MANDATORY BEAM SPICE - SEE
o _ DETAIL 11, SHEET 12. � O. -
NO BEAM SPLICE AT f�060 ZQ
A EXTERIOR POSTS
� O MqX
f t7
r LENGTH OF STRUCTURE VARIES G _ _
POST WITH SIDE PLATES
3 @E- SEE SHT, 11' FOR MINIM M
- "O -S, NUMBER OF REOUI
t SFFTq@�cNC - COLUMNS
it FS 3 1/2' SLAB ATTACHMENT r
•
pp E9tij MAY BE USED WHERE
° NOTE: EACH COMPONENT IS INTER- - SFFT SEE TABLES f TY
CHANGEABLE WITH ANY OTHER + q@�FNG ,
COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES
MAY NOT. BE COVERED.
TYPE."E'.' ATTACH ED'S IN GL _S PAN —LATTICE STRUCTURE
cV
p
_<co
r
WALL LEDGER OR
F�Sl'^GROOF
< rn
0
`
N RAFTER, SEE TABLE
-
- FOR SIZE
OVERHANG,
DETAIL ABSC
eC,/CO/NG.
•
AND SPACING
-
-
^ MAX. O.H. O.H
2So 25% OF RAFTER
¢
-
_
°
Op �' ALLOWABLE
t
O SPAN
w
RAFTER, SEE TABLES
Q z C)
O L0
MAX. O.H. O.H
25% OF RAFTER
_
�
co
2So ." ALLOWABLE
p 0
�.
Oc OVF SPAN
STs
6
C0 M
F
NG
pgo'NG
at
•
rn
°
LENGTH OF STRUCTURE VARIES
S2
QRpFESS Iuj (y�
yqN G
MANDATORY BEAM SPICE - SEE
r ` DETAIL 11, SHEET 12
- -
MANDATORY BEAM SPICE - SEE
-
NO BEAM SPLICE AT
OEi
'
Cq Z
DETAIL 11, SHEET 12
T
EXTERIOR POSTS..
FFFrrr�-
-
- ... •
NO BEAM SPLICE ATT
pOS
OST CROSS-SECTI
SEE POST DETAI
..
EXTERIOR POSTS
SFF
` p @
, 7TSpq
CNG
POST WITH SIDE LATES
•,
7
q@
�S
+ . S STS SOgh
FFTgeFSG
SEE SHT, 11 FOR MINIMUM
NUMBER F REDUIRED
3 1/2' SLAB
Y
_
NOTE: EACH COMPONENT IS INTER-
°o
MAY BE USEDTO CONSTRAIN ^
CHANGEABLE WITH ANY OTHER
SF STS
FTq@[FS'NG
po ,M
ST Sp
FOOTING, SEE
03_11-16
COMPONTENT UNLESS OTHERWISE SHOWN.
`
- TABLES
MAY BE USED WHERE
MAYB USED WHERE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
' s
o
MAY NOT BE COVERED.
PERMITTED.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING SEE TABLES
8
.
TYPE "G" FREESTANDING
r
SINGLE SPAN LATTICE STRUCTURE
cV
p
_<co
r
WALL LEDGER OR
F�Sl'^GROOF
< rn
0
OVERHANG,
DETAIL ABSC
eC,/CO/NG.
Cn
IX
SHEET 8
¢
t
w
RAFTER, SEE TABLES
Q z C)
O L0
MAX. O.H. O.H
25% OF RAFTER
_
�
co
2So ." ALLOWABLE
p 0
�.
Oc OVF SPAN
STs
C0 M
F
NG
pgo'NG
at
•
rn
S2
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MANDATORY BEAM SPICE - SEE
r ` DETAIL 11, SHEET 12
NO BEAM SPLICE AT
OEi
24
Cq Z
T
EXTERIOR POSTS..
FFFrrr�-
S5 85
LENGTH OF STRUCTURE VARIES4.
_
'L,fllf IUI
:1 ,�
` p @
POST WITH SIDE LATES
•,
+ . S STS SOgh
FFTgeFSG
SEE SHT, 11 FOR MINIMUM
NUMBER F REDUIRED
Y
COLUMNS
OF CAL\FpCL
.:
NOTE: EACH COMPONENT IS INTER-
po ,M
ST Sp
._
'
03_11-16
CHANGEABLE WITH ANY OTHER
SFF SpgCgry/-
TqS� 'Nc I`
MAY BE USED WHERE
MAYB USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
FS
PERMITTED.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
-
SEE TABLES „
MAY NOT BE COVERED.
• .
FOOTING WHERE REQUIRED,
•
^ • rt .+_ -
SEE TABLES. - -.
- DURALUM
'IAPMO
-TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
0195
AHJ APPROVAL _
RAFTER, SEE TABLE
• AND SPACING
! Y
'
' MAX. O.H. O.H.
259/6 OF RAFTER
1
'
a
' ALLOWABLE
2So "y-• SPAN
e
_ _
1
STS
ggNG
C
_
,
REVISIONS'g--
-
W
gg3
MARK DATE OESCRFTION
o�6op.
2q
s
OV
0033
F/ y
vG
-
LENGTH OF STRUCTURE VARIES
MANDATORYBEAM SPICE
_
a
4STEL JOB # 16-1071
-SEE
-OSS
-• DETAIL 11, SHEET 12
POST CR -SECTION,
SEE POST DETAIL,
NO BEAM SPLICE AT OST
FF
DATE 030316
96
• EXTERIOR POSTS J gC7N
SFS
3
- G
- 3 1/2' SLAB
DRAWN BY AT
MAY BE USED
CHECKED GMCHANGEABLE
'. NOTE: EACH COMPONENT IS INTER-poS TO CONSTRAIN.
SFFTgT TAB�ESG, SEE
;
WITH ANY OTHER
e�FS�G
I.ti
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING SEE TABLES
OPEN LATTICE
a
MAY NOT BE COVERED.
T
9
�+
STRUCTURES
a
- TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE .
• �.• .
SH -
.r
.
-2
-
2 OF 50 SHEETS
E
i
4
a
5
6
0
7
0
8
24" TRI -"V" PAN
r
SOLID PANELS SPANS FOR COMMERCIAL-& PATIOS
110/120/130 MPH EXP. B & C
6" / 8" x 2 Yz" FIAT PAN
-yI.09R U.S.
.n• -
I_II I
(ALL UNMARKED RADII .06R)-
.zs•J
282'-j:::
282' q2. 38' T= (SEE TABLE_ BELOW
45'
TYP.
.7 ' k--1.92' .75'1.92'
5 25'
:d
0o'/Bon,
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 25 30 40 50
24" TRI= V" PAN
0.88 0.83 0.75 0.80
24"x2W 0.018" 0.85
0.80 0.65 0.65 -
LUSL
PANEL -T'
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
I EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
13,_9"
(IN.)
020(1)
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
.018
11'-1°
11'-2"
10'-7"
10'-7°
9'-11"
15'-3"
15'-3"
9'-0"
8'-6-
'-6"
15'-3"
8'-1'
8'-2"
7'-5"
.024
12'
12'-3"
12'-3"
12'-3"
12'-3'
12'-3"
12'-3"
10
.024
12'-7"
12'-8'
11'-10"
12'-0"
11'-1"
10
17'-7"
104"
9'-9"
9'-9"
9'-2"
9.3"
8'-7"
.032
14,_3„
14,_3"
14,_3°
14,_3"
14,_3"
14,_3,
.032
14'-9"
14'-0"
14'-1"
13'-3"
12'-8"
12'-1"
12'-1"
IV -2'
11'-3"
10'-8"
.040
8'4"
8'4"
8'4"
B4
'"
8'4"
8'4"
018
17'-7"
16' 8"
16'-9"
15'-9"
16'-0°
11,_3"
7'-5°
7'-5"
T-2"
7'-2"
6'-10"
.020(1)
10'-1"
10'-1°
10'-1°
10'-1"
10'_1"
10'_1"
20
.024
10,_1,.
9,_6,
9,-0.
9, 0,
12' 6"
8 8"
84
8'-5"
8_1,
8'-1"
7'-9,
.024
12'-1"
12'-1"
12'-1'
12,_1"
12,_1"
12,_1"
.032
11'-2"
10'-9"
10'-9"
10'-3"
10'4°
9'-10'
20
14' 8"
14'-8"
14�14V-18",14'-8"
9'
14'-8"
7'-3"
7'-3"
7'-3"
7'-3"
7'-3"
7'-3"
018
133"
12'-9"
12'4"
11'-7"
7 8"
7'4"
7'4"
7'-1"
7'-1"
6'-10°
8,_9„
8, 9,
8. 9,
8-9-
, 9,
8, 9,
25
.024
15.1„
14.7"
14,_7"
;>8"-
14,_1"
13,_2"
8'-8"
8'4"
8'-5"
81"
8'-1"
7'-9,
11,_1•
9,_8„
9,_8„
9,$,
9, 8,
9,$,
9,$,
.032
9,_10
9'-3"
9'-5"
8,_11"
9'-0'
8'-6"
10' 6"
10'-2"
10 _2"
9'-7"
9'-8"
9'-2"
12'-0"
6' 7"
6'-7"
6'-7"
6'-7"
6'-7"
6'-7"
.018
11'-0"
10'-7°
10' 8"
10'-2"
10'-3"
9'-9"
25
7'-3"
7'-0"
7'-0"
6'-9"
6'-10"
6'-7"
13,_2,
8'-3"
8'-3"
8'-3"
8'-3"
8'-3
8'-3"
30
.024
13'-1"
12'-7"
12'-8"
12'-2"
12'-3"
11'-0°
8'-3"
8'-0"
8'-0"
7'-9"
7'-9"
7'-5"
14,_2"
14,_2„
9'-1"
9'-1"
9'-1"
9'-1°
9'-1"
9'-1"
.032
15'-0"
14'4"
14'-2"
13'-7"
13'-8°
13'-0"
9'-10"
9'-6"
9' 6"
9'-1'
9'-2"
8'-10"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 25 30 40 50
12"x3."x0.020"
0.88 0.83 0.75 0.80
24"x2W 0.018" 0.85
0.80 0.65 0.65 -
24"x2."x0.024" 0.90
0.88 0.70 0.65
24"x2."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:PANELFASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
ALUM. ALLOY 3004-H36 OR EQUAL
2 N
N CD LO
2 � rn co
O
rn
�
w
Lu > -
Q Z CD
Lo
oCD
O O
CV �
O
Q�p-ESS I �
S 5885
1
OF Cpl\F0�
03-11-16
DURALUM
IAPM0 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPTIDN
4 STEL JOB # 16.1071
DATE 03-0316
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
41
12" x 3 1/2" W PANEL
LUSL
PANELT
(IN.)
110 MPH SPAN
120 MPH SPAN
1 130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B I EXP.0
13,_9„
13,_9"
13,_9"
13,_9"
13,_9"
13,_9"
020(1)
12'-0"
11'-1°
11'-2"
10'-7"
10'-7°
9'-11"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
.024
13'-2"
12'-7"
12'-8'
11'-10"
12'-0"
11'-1"
10
17'-7"
17'-7"
17'-7°
17'-7"
17'-7"
17'-7"
.032
14'-9"
14'-0"
14'-1"
13'-3"
19,_7,
19,_7"
19,_7,
19,_7"
19,_7"
19,_7"
.040
17'-7"
16' 8"
16'-9"
15'-9"
16'-0°
11,_3"
11,_3"
11,_3"
11,_3"
11,_3"
11,_3°
.020(1)
10,_1,.
9,_6,
9,-0.
9, 0,
12' 6"
12' 6"
12'-6"
12'-6"
12'-6"
12'-6"
.024
11'-2"
10'-9"
10'-9"
10'-3"
10'4°
9'-10'
20
14' 8"
14'-8"
14�14V-18",14'-8"
14'-8"
.032
133"
12'-9"
12'4"
11'-7"
16'-3"
6'-3"
IVY
16'-3"
16'-3"
16'-3"
040
>1"4'-7-
15.1„
14.7"
14,_7"
13.8
14,_1"
13,_2"
11,_1"
11,_1,
11,_1„
11,_1"
11,_1"
11,_1•
.020(l)
.020 (1)
9,_10
9'-3"
9'-5"
8,_11"
9'-0'
8'-6"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
12'-0"
.024
11'-0"
10'-7°
10' 8"
10'-2"
10'-3"
9'-9"
25
13,_2,.
13,_2.
13,_2,
13,_2"
13,_2,
13,_2,
.032
13'-1"
12'-7"
12'-8"
12'-2"
12'-3"
11'-0°
14,_7,
14,_2°
14,_2"
14,_2"
14,_2"
14,_2„
040
15'-0"
14'4"
14'-2"
13'-7"
13'-8°
13'-0"
10'-6"
10'-6"
10' 6"
10' 6"
10' 6"
10'-0"
.020(l)
9'-2"
8'-9"
8.11
6'-5"
8'-6"
11'-3"
11,_3°
11,_3"
11,_3"
11,_3"
11,_3"
.024
10'-6"
10'-1"
10'-2"
9'-7"
9'-9°
9'-2"
30
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
032
12'-6"
12'-1"
11'-10
11'-6"
11'-6"
11'-1"
13'4"
13'4"
13'�13'-61
13'4"
13'4"
040
14'-2"
13' 8"
13'-3"
12'-0"
020(1)
9-1"
-1"
>8'.
9 1"
9-1"
9 1"
9-1"
8'-3"
8'-1"
8'-1"
7'-10"
7'-10"
7'-6"
10'-3"
10'-3"
IVY
10'-3"
10'-3"
I V Y
024
-9'-1
9'-5"
9'-1"
8'-10"
8_10,
8.7,
40
11'4"
11'4"
11'4"
11'4"
11'4"
.032
11 _3„11.
0„
10,_7
10,_8,
10,_3"
12'-2"
12,_2"
12,_2°
12,_2"
12,_2"
040
12' 8"12'4"
12'-1"
12'-1°
11' 8"
.020(l)
8'-2"
8'-2"
F21
8'-2"
8,_2"
8'-2"
7'-1"
V-11"
6'-11"
6'-9"
9,_2„9,_2"
9,2,9.-2,9.-2,
.024
7.10„
7-8"
7-8"
7-6"
50
10'-7"
10'-7"
10'-7".0329'-7"
9'-7'9'-5"
11"11,_3„
8'N10'4"
11 _3"
11 _3"
.04011-0"
10'_10"
,0' B"
2 N
N CD LO
2 � rn co
O
rn
�
w
Lu > -
Q Z CD
Lo
oCD
O O
CV �
O
Q�p-ESS I �
S 5885
1
OF Cpl\F0�
03-11-16
DURALUM
IAPM0 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPTIDN
4 STEL JOB # 16.1071
DATE 03-0316
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
41
i
o v c v
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED -
FIGURE INDICATES FREESTANDING
- "I.
4
N
N Cfl Lo
2 w m OM
Z �
W p
w>—
Q
zLo
0�
M —Lo
C, !w C:)
N m
0t
a')
Q�ofESS Il
� NA
Q a S5885
OF :Cq` \��� • .
03=11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS -
MARK RATE DESCRUMON
4 STEL JOB # 16.1071
DATE 0340&16
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
TABLE 1
TABLE 2
TABLE 3
(2)
2"x6 %2" AND
WALL HANGERS, 3"x8" AND
EXTRUDED AND 3"x8"
WITH
6 %2" ROLL. FORMED
BEAMS
STEEL HEADERS
STEEL
INSERT HEADERS
NUMBER
OF N❑.14 TEK OR
SMS
SCREWS
UMBER
OF N❑.14 TEK OR SMS SCREWS PER
NUMBER -OF
N❑.14 TEK OR
SMS SCREWS
PER
FOOT OF BEAM
LENGTH
F
700T
OF
WALL HANGER AND
BEAM
LENGTH
PER
FOOT OF BEAM
LENGTH
3
;E
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH
120 MPH
130 MPH
EXP. BI EXP.
C EXP, B EXP. C
EXP. BI EXP. C
EXP. BI EXP, C EXP. B EXP, C
EXP' B EXP. C
EXP. B EXP, C
EXP. B EXP, C
EXP. B EXP,
C
~
~
~
5
1
1
1 j_—
1
2
5'
1'
1 1 1
1 2
1
5'
1
2
2
2
2
1
1 1 2
2
6
1
1
'2P
2
2
2
6'
1
1 1 1
1
2
6'
1
1
1 1
1
1
2
-L-2
2
2
3
1
2 2 2
2
2
1 1
1 1
1
1
71.
1
1
1 2
2
2
3
7'
1
1 1 2 2
2
2
��
1
2
2
2 3
3
2
2 2
2
2
8'
1
2
2 2
2
2
$�
1
1 2 2 1
2
2
$'
1
1
1
1
1
1
2
2
2 3
3
3
2
2 2 2
3
3
1 1
1 2
1
2
9'
2
2
22
2
2
9'
1
2 2 2
2
2
9,
2
3
3 3
3
4
2
2 2 3
3
3
1 1
1 2
2
2
10'
2
2
2 2
2
3
10'
1
2 2 2
2
2
10'
1'l
1
1 1
1
1
2
3
3 3
3
4
2
2 2. 3
3
3
2
2 2
2
2
11
2
2
2 2 -
2
3
1.1'
2
2 2
2
2
3
1
1 1
1
2
3
3
3'
4
4
2
3 3 3
3
3
1 2
2 2
2
2
12'
2
2
3 3
3
3
12'
2
2 2 2 3..:.2,.
3
12'
1
1 1
1
2
3
3
3 4
4
5
2
3 3
2.
4
2 2
2 2
2
2
r13'
3--3—
2
2 3
3
3
"
13,
2
2" 2 3
3
3
13..:.:1-
1
1 1
1
2
3
4
4 4
. 4'"
5
2
3 3 3
3
4
2 2
2 2
2
2
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED -
FIGURE INDICATES FREESTANDING
- "I.
4
N
N Cfl Lo
2 w m OM
Z �
W p
w>—
Q
zLo
0�
M —Lo
C, !w C:)
N m
0t
a')
Q�ofESS Il
� NA
Q a S5885
OF :Cq` \��� • .
03=11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS -
MARK RATE DESCRUMON
4 STEL JOB # 16.1071
DATE 0340&16
DRAWN BY AT
CHECKED GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
"
5
0
6
0
7
0
8
h n 0 u t
RAFTER SPANS FOR OPEN LATTICE STRUCTURES
r
110/120/130 MPH
EXP. B & C
0.042"
w
TYP.
3" x 8" RAFTER
8.0"
W
0.024" 6,5"
2" X 6 1/2" RAFTER
0.032"
z W
DBL. 2" x 6 1/2" RAFTER
0.042"
T"
Z
a v
* 3"x8" RAFTER
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-1-136 OR
ALUM. ALLOY 3004-H36 OR
Z
a v
EQUAL
OR EQUAL
EQUAL
a v
110
MPH
120
MPH
130 MPH
"T'
110
MPH
120
MPH
130 MPH
T
110
MPH
120
MPH
130
MPH
LUSL
(IN.)
u,o
LUSL
(IN•)
U)o
LUSL
(IN•)
U)o
EXP. B EXP.0 EXP. B EXP.0 EXP.0
B EXP.0 EXP. B EXP.C: EXP. B EXP.0
EXP.13
EXP.0
EXP.13
EXP.0
EXP.Bj
EXP.0
EXP. B
EXP.
29'-8"
29'-6"
29'-8"
28'-9"
29'-3"
26'-3"
16'-0"
15'-10"
16'-0"
15'-0"
15'-9"
13'-8"
22'-6"
22'-4"
22'-6"
21'-1"
22'-2"
19'-2"
16"
26'-3"
26'-3"
26'-3"
26'-3"
26'-3"
25'-7"
16"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
13'-9"
16"
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'-4"
18'-3"
18'-4"
�1T-3"
18'-2"
15'-8"
24
6"
21'-6"
21'-6"
21'-6"
21'-6"
21'-0"
24
11'-7"
11'-7"
11'-7"
11'-7"
24
16'-3"
16'-3"
16'-3"
16'-3"
15'-10"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-7"
16"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
16„
18'-0"
, 18'-0"
18'-0"
18'-0"
18'-0"
17'-7"
16„
25'-3"
25'-3"
25'-3"
25'-3"
25'-3"
24'-8"
20
.042
10
10
.032
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'-4"
23'-3"
23'-4"
22'-8"
23'-1"
20'-10"
.032
24"
24"
14'-8"
14'-8"
14'-8"
14'-8"
14'-4"
24"
20'-8"
20'-8"
20' 8"
20'-8"
20'-8"
20'-2"
19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8"
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
32'-8"
16"
21'-6"
21'-6"
21'-6"
21'-2"
21'-3"
20'-8"
16„
21'-9"
21'-9"
21'-9"
21'-9"
21'-9"
21'-2"
16„
30' 8"
30'-8"
30'-8"
30'-8"
30'-8"
29'-10"
25
.042
042
042
16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0"
28'-2"
28'-1"
28'-2"
27'-4"
27'-10"
26'-8"
24"
17'-7"
17'-7"
17'-7"
–1T-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"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-3"
16"
19'-1"
19'-1"
19'-1"
19'-1"
19'-1"
16„
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
16„
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" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
22'-0"
16"
16'-8"
16'-8"
16'-8"
16'-8"
16'-8"
16"
—1-5'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
16„
21'-1"
21'-1"
21'-1"
21'-1"
21'-1"
21'-1"
40
042
20
032
20
.032
12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1"
12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9'
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-0"
24"
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"
26'-8" 26'-8" 26'-8" 26'-8" 26'-8"
26'-7"
16"
16"
16"
15'-0"
-0"
15'-0"
15'-0"
15'-0"
15'-0"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
'-6" 25
25'-6"
25'-6"
25'-6"
25'- 6"
25'-6"
50
.042
042
..042
—15- 1
10'-3" 10'-3 10'-3" 10'-3" 10'-3" 10'-3"
15'-6" 15'-6" 15'-6" 15-6" 15'-6" 15'-6"
21'-10"
0"
21'-10"
21'-10"
21'-9"
24"
24"
24"
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
20'-10"'-10"
20'-10"
20'-10"
20'-10"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
15'-10"
10"
15'-10"
15'-10"
15'-10"
* NOTE: SINGLE RAFTERS SPACED
16" O.C. MAY BE USED AT
16"
11'-7"
11'-7"
11'-7"
11'-6"
11'-6"
11'-2"
024
16„
16'-3"6'-3"
WO"
16'-1"
16'-2"
15'-8"
8'-1"
8'-1"
8'-1"
8'-1"
8'-1"
8'-1"
13'-4"
4"
13'-2"
13'-3"
12-924"
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
024
O.C. MAY BE USED AT 48" O.C.
WHEN DOUBLED.
24
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9-2"
24
9'-3"'-3"
9'-3"
9'-3"
9'-3"
14' 4"
14'-4"
14'-4"
14'-4"
14'-4"
14'-4"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
16
14'-9"
14'-9"
14'-9"
14'-6"
14'-7"
14'-2"
16
20'-9"
20'-9"
20'-9"
20'-6"
20'-7"
19'-10"
25
032
25
032
11'-1"
11'-1"
11'-1"
11'-1"
11'-1"
11'-1"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
24"
24"
10"
12'-0"
11'-7"
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
16'-3"
17-4
17-4
17-4
17'-4"
17'-4"
17'-4"
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
16"
17'-9"
17'-9"
17'-9"
17'-7"
17'-8"
17'-1"
16„
25'-1"
25'-1"
25
25
25'-1"
25'-1"
.042
042
13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'4"
24"
24„
14'-7"
14'-7"
14'-7"
14'4-
14'-6"
14'-0"
20'-6"
20'-6"
20'-6"
20'-6"
20'-6"
20'-6"
0.042"
TYP.
8.0"
0.024" 6,5"
0.024" 6.5"
0.032"
0.032"
0.042"
0.042"
0"---F--� -- -2.0"—I
* 3"x8" RAFTER
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-1-136 OR
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-1-136
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
2
r
O
o �-
CV co LID
cq CD
2 Fw—a)M
U am
2
W �O
W > —
QZL
co O
C o
cV �
rn
QROFESS I(�
2
o S 5885
OF Cpl\F�
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRFnDN
4 STEL JOB It 16-1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
L
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH
0.024" 6.5" 0.024" 6.5"
0.032" 0.032"
0.042° 0.042°
MAX
* 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR
OR EQUAL EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED '
FIGURE INDICATES
FREESTANDING
EXP. B & C
N
W O d -
N
0iU
W cn
O
i Ww
uw>-
a Q Z Lo
ccp O Ln
o cn CD
QRpFEss Iq��
S5885
OF CAO "'
03=11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 03-0916
DRAWN BY AT
CHECKED GM
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 5D SHEETS
Zw
av
�o
2"
X 6 1/2" RAFTER
zw
aU
.`)o•
DBL.
2" x 6 1/2" RAFTER
LUSL
"T::
(IN-)
110
110 MPH 120 MPH 130 MPH
LU
"T"
��N•)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
024
16"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10'-3"
9'-9"
10'-3"
024
16"
14'-8"
6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
6"
14'-8"
14'-6"
14'-8"
24"
7 -6" T-6" T-6" T-6" T-6" T-6"
8'-6" 8'-6" 8'-6" 8'-6"• 8'-6"8'-6"
24".
11'-2" 11'-2" 11'-2" 11'-2" - 11'-2"
11'-10 11'-10' 11'-10 11'-10 11'-10'
11'-2"
11'-10"
.032
16"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
.032
16"
18'-7"
18'-4"
18'-7"
18'-4"
18'-7"
18'-7"
18'-7"
18'-4"
18'-7'•'
18 4"
30
30
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24
15'-3" 15'-3" 15'-3" 15'-3" 15-3"
15'-3"
10'-8"
10'-8"
10'-8"
10'-8"
10'-8"
10'-8"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
042
16"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
042
16„
22'-7"
22'-2"
22'-7"
22'-2"
2�227-222'-2-
"
22'-7"
22'-2"
22'-7"
22'-2"
24"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
24°
18'-6" 18'-6" 18'-6" 18'-6" 18'-6"
18'-6"
12'-10'
12'-10'
12'-10'
12'-10'
12-10'
12'-10'
18'-2"
18'-2"
18'-2"
18'-2"
18'-2"
18'-2"
.024
16"
8-0"
8'-0"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
024
16"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
24"
6 -2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2"
24„
9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
10'-4" 10'x" 10'-4" 10' 4" 10'x"
9'-10"
10'-4"
40
032
16"
10'-10"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
40
032
`1 6"
16'-4"
1
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-4"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6"
12'-6"
9' 4"
9'-4"
9' 4"
9'-4"
9' 4"
9' 4"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
042
16"
13'-2"
13'-9"
13'-2" '
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
042
16„
i : r
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19' 4"
19'-9"
19' 4"
19'-9"
19' 4"
19'-9"
19' 4"
24"
10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9"
24„
16'-2" 16'-2" 16-2" 16'-2" - 16-2"
16'-2"
024
16"
T-3`
8'-2"
7'-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
7'-3"
8'-2"
024
16„
10'-10"
11' 4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
24"
5' -2 5 -2 5'-2" 5'-2 5 -2 5'-2"
5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9"
24„
f
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9'-4" 9:�:: 9'-4" 9' 4" 9'-4"
8'-3"
9'-4"
50
.032 '
16
9'-9"
W8'-4'8'-4'
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
50
.032
16°
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-B"
14'-6"
14'-8"
14'-6"
24"
T-0" 7'-0" 7'-0" 7'-0"
8' 4" 8' 4" 8' 4" 8' 4"
24"
11'-3" 11'-3" 11'-3" 11'-3" 11'-3"
11'-10" 11'-10" 11'-10" 11'-10" 11'-10"
11'-3"
11'-10"
.042
12'-6"
-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
1114"
12'-6"
11'-9"
12'-6"
042
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
24"
91-01, 9 -0" 9'-0" 9'-0" 9'-0" 9'-0"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24"
.13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
14'-3" 14'-3" 14'-3" 14'-3" 14'-3"
13'-7"
14'-3"
0.024" 6.5" 0.024" 6.5"
0.032" 0.032"
0.042° 0.042°
MAX
* 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR
OR EQUAL EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED '
FIGURE INDICATES
FREESTANDING
EXP. B & C
N
W O d -
N
0iU
W cn
O
i Ww
uw>-
a Q Z Lo
ccp O Ln
o cn CD
QRpFEss Iq��
S5885
OF CAO "'
03=11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 03-0916
DRAWN BY AT
CHECKED GM
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 5D SHEETS
A ° V V 0 C 0
r • • b 11 3 J
HEADER BEAM TYPES 2 CD
'-t
1.52" GUTTER + p
1 EXT. CLIP0.3175 W W C-4 CD Lo
CD OM
.61 1.79" SPLICE T�.125' j\� ~ O
1 T=12 GA. INSERT �+ � U �
! WHERE i ASTM A653 SS ALUM.
SPLICE OCCURS. ALLOY
WHERE O
WHERE - GRADE 50 G60� 3.O" OCCURS 6063-T6 Q O
SPLICE R OCCURS 032° W LL
° 6.5" 2.57" WHERE I I I 4.6" ALUM. 6.656' 7.0" W
0.73° Lo
� occuRs II II 4.0"
_ 0.110" 0 � O
0.065'
0T(P. I II 3.0" 0.070' I I- 3.0"� TYP. CD -
TYP.
.038' TYP. II II 2.014" TYP. i ch U) Lrj
2 Z.OB° I I I �� r CD cf) O
11 j L __________� 3 SQ.x0.032. ALUM. BEAM 0.375 cv M
W/ Al2 GA. STL. "U" CHANNEL
2 93 LLF RM 3 0 3.0' 00" 7 E STM A653 SS GRADE 50 G60 1 75 0"
6.5" RO O
GUTTER FASCIA MAG BEAM 4" I -BEAM 4.5" MAG GUTTER 7" "I-CBEIA
-BEAM �pfEss1
A ALUM. ALLOY B ALUM. ALLOY C ALUM. ALLOY D ALUM. ALLOY Y5" F Q�
ET
co
3004-H36 6063-T6 6063-T6 6063-T6 ALUM. ALLOY 6063-T6 � \XK
3 G ALUM. ALL'OYI6063R-T6�
S 5885'
T=12 OR H W/ (2) "C" INSERTS 114 GA.
_.
7.875" ASM ALUM. ALLOY 6063-T6 t
A653 SS
° - GRADE 50 OF CA��F
.042"/ 6.5" G60 NOTE:
0.032" WHERE'C' INSERT OCCURS AS SHOWN IN
TYP 8.0" 8.0" SPAN TABLES, IT SHALL BE INSTALLED THE 03-11-16
0.042" 0.042" + FULL LENGTH OF THE 7"I -BEAM.
4 TYP. TYP. 0.625"
NOTE:z!P DURALUIVI
3.0"� 2.875" EACH HEADER BEAM TOP AND
2.0' 2 0' BOTTOM FLANGES SHALL BE CUT AT IAPMO 0195
MAX.3"x8"X0.042" BEAM EACH INTERIOR COLUMN WHERE 3
DBL. 2"x6.5"X0.042" OR MORE COLUMS OCCUR. DO NOT
1 W/ 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36 "�I t--3.0.. 4.0" "� i M CUT FLANGES AT END COLUMNS. AHJAPPRDVAL
OR EQUAL ASTM A653 GRADE 50 G60
DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM 3"x8"x0.042"BEAM 3"x8"x0.042" BEAM
s `J ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 &RBL
ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT
OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS E
OCCUR AS SHOWN IN THE SPAN TABLES,
° THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
T=12 OR
14 GA. COLUMN / POST TYPES
ASTM
A653 SS
68.0" G
G6o D so=3"SQ.xt=0.188"
g
.042" REVISIONS g
TYP. 0.024' H=3"SQ.xt=0.250" MANN DATE °ESCRFnCN
0,032' c
0.042=3"SQ.xt=0.313"
LASTIC J=4"SQ.Xt=0.188"
F -3.0"--+--4.0 X 3.0"-•I ~ 11.00" r-- 6.5" PLUGS „ 4 STEL JOB 916 1071 Y
=4 SQ.xt=0.250 �
7 MAX. ,040' ALUM. DATE 03.08.16 e
DBL. 3"x8"x0.042" BEAM o4a• STEEL I" @124 Mo. .
W/ DBL. 14 GA. STL. NSERT �" 3.o EA, SIDE DRAWN BY AT
3'0 I 3.O" CHECKED GM
v ALUM. ALLOY 3004-H36 032" r 28 1 0.075" . OR
OR EQUAL ALUM. ` _` I I TYP. 3.0 4.0" ;
DBL. 3"x8"X0.042" BEAM i a
2 GA. STL. INSERT 3.0_+� tHEADER BEAM TYPES &�Y�ALUM . ALLOY 3004-H36 3" SQ. ALUM POST 3" SQ. ALUM. POST t COLUMN I POST TYPES s
3 SQ. ALUM. POST 30
B OR EQUAL B ALUM. ALLOY 3004-H36 C ALUM. ALLOY 3004-H36 3.0" OR 4.0"
Wit
ITH SIDEPLAI ES MAG POST a
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS HEIGHT LIMITED TO �� (�) E SQ. STEEL POST �J
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 3 SQ. STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY n
THE FULL LENGTH OF THE 3"x8" BEAM. 10'-0" MAXIMUM. F ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B -7 i
7 OF 50 SHEETS I!
0
2
I
- r V
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
A3/16' STEEL NOTE, BRACKET CAN BE
8" 0 1/4"8 HOLES,TYP. LOCATED ANYWHERE DN EAVE.
0 NOTE: PROVIDE WATER
0 TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
TO DRAIN (OPTIONAL)
O
EXISTING EAVE ALLOWABLE PROJ. TO BEAM
SEE TABLE 1 (24" MAX.) WHERE OCCURS, T— NOTE, PLACE 'SIKA FLEX' OR SIMILAR -J " �_ NOTE: BRACKET MAY BE
SEE TABLE 2 MATERIAL BETWEEN BRACKET AND
COMP, SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
SEAL W/ SAME CONNECTION'S.
%n1 EAVE CONNECTION WALL CONNECTION
L EXISTING ROOF OVERHANG DESIGN LOADSI " NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"4&
ALTERNATE EAVE CONNECTION
RDL = 3 psf CMIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"xB" (AT 3"x8" MINIMUM RAFTERS) C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, & 50 psf OR KILN -DRY WOOD -FILLED 2"x6Yz" OR 3'x6" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
TABLE 1
A34 FRAMING ANGLE
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DESIGN (E) WALL
COVER
SEE TABLE 2
OF FASTENERS
CONNECTED
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS
LOADS OPENING
PROJECTION
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
MAXIMUM PROJECTION
FASTENERS, SEE TABLE 3
COVER
LUSL
STUD WALL FRAMING WHERE ONE OR MORE OF THE
10, 20 psf > 8'
> 18'
110, C
120,13
120, C
FOLLOWING CONDITIONS OCCUR:
30, 40 8 50 psf
0
S ATSIMPSON
48 So C.STRONG-BOLT 2
R.F. OR EXT. HANGER
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
CHANNEL, 2X OR 3X
20'-7"
} 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
a =
2" x 6" NOTCHED26'-0"
RAFTER BRACKET
26'-0"
LEDGER OR WALL HANGER
25'-7"
25'-4"
21'-2"
o
m
WITH FASTENERS
WIND SPEED
(EXP. B & C)
1 1/4"
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
PER TABLES 3 & 4
20
Y2' 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (a,b)
1
ALUM. PANEL 2X OR
EXIST. RAFTERS AT I
26'-0"
2x WOOD STUD OR
26'-0"
3x ALUM. RAFTER
24" O.C. AT ROOF
1" MIN.
CONCRETE WALL
26-0"
EXIST. FASCIA BOARD
OVERHANG
3 "
26'-0"
26'-0"
5'
ALLOWABLE PROD. EXISTING EAV
FULL DEPTH
I
(A). (A) (A)..
(A) . (A) (A)
(A). (A) (A)
(A)
(A)
W
WOOD SCAB,
25
�• � SIMPSON STRONG -DOLT 2
SS AT 48' O.C. (a,b)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
20
TO BEAM OVERHANG
26'-0"
26'-0"
1" MIN.
25'-2"
25'4"
20'-7"
A3/16' STEEL NOTE, BRACKET CAN BE
8" 0 1/4"8 HOLES,TYP. LOCATED ANYWHERE DN EAVE.
0 NOTE: PROVIDE WATER
0 TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
TO DRAIN (OPTIONAL)
O
EXISTING EAVE ALLOWABLE PROJ. TO BEAM
SEE TABLE 1 (24" MAX.) WHERE OCCURS, T— NOTE, PLACE 'SIKA FLEX' OR SIMILAR -J " �_ NOTE: BRACKET MAY BE
SEE TABLE 2 MATERIAL BETWEEN BRACKET AND
COMP, SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
SEAL W/ SAME CONNECTION'S.
%n1 EAVE CONNECTION WALL CONNECTION
L EXISTING ROOF OVERHANG DESIGN LOADSI " NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"4&
ALTERNATE EAVE CONNECTION
RDL = 3 psf CMIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS), NOMINAL 2"xB" (AT 3"x8" MINIMUM RAFTERS) C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, & 50 psf OR KILN -DRY WOOD -FILLED 2"x6Yz" OR 3'x6" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
TABLE 1
TABLE
2
TYPE AND NUMBER
OR RAFTER
OF FASTENERS
CONNECTED
REQUIRED
TO EXISTING ROOF
AT ROOF PANEL
OVERHANG
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
MAXIMUM PROJECTION
(A) - 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
COVER
LUSL
NUMBER AND TYPE
OF FASTENERS
WIND SPEED (MPH) AND EXPOSURE
110, B
110, C
120,13
120, C
130, B
130, C
0
S ATSIMPSON
48 So C.STRONG-BOLT 2
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
} 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
a =
2" x 6" NOTCHED26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
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)
20
Y2' 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (a,b)
1
2"x6" FULL OR
2"x8 NOTCHED
26'-0"
26'-0"
26'4"
26'-0"
26'-0"
26'-0"
c -[f 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x8" FULL OR
2"x10" NOTCHED
26-0"
26'-0"
26'-0"
'26'-0"
26'-0"
26'-0"
5'
(A) (A)
(A)
(A) (A),., (A)
(A). (A) (A)..
(A) . (A) (A)
(A). (A) (A)
(A)
(A)
(A)
25
�• � SIMPSON STRONG -DOLT 2
SS AT 48' O.C. (a,b)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
20
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'4"
20'-7"
7'
(A) (A)
(A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
(B)
(B)
30
S ATS36 SO C. (a,b) STRONG -BOLT 2
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2"x6" FULL OR
2 x8 NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
8' (A) (A) (A) (A) (A) (A) (A) (A) (A) . (A) (A) (A) (B) (B) (B) (B) (B) (B)
9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (e) (B) (B)
40
S ATS36 SO C.STRONG-BOLT
aRb� G -BOLT 2
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
11'
(A) (A)
(A)
(A) (A) (A)
(B) (B) (B)�(B)
B) (B) (B)
(B) (B) (B)
(B)
(B)
(B)
50
W 0 SIMPSON STRONG -BOLT 2
SS AT 24' O,C. (a,b)
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)
25
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
TABLE 3 c
TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
FOOTNOTES TO TABLES 3 & 4:
a, EMBED ANCHOR 3' MINIMUM
INTO CONCRETE WALL AND
INSTALL IN ACCORDANCE
WITH ESR -3037
b, USE 3' SQA4' STAINLESS
STEEL WASHER WHEN
INSTALLING NEW WOOD
LEDGER AGAINST EXISTING
CONCRETE WALL,
c, WHERE ROOF PANEL RAIL
OCCURS, USE Y2' DIAMETER
LAG SCREW IN LIEU OF (2)
Y4 DIAMETER LAG SCREWS,
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26-0"
26'4"
26'-0"
26'-0"
30
2" x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16-0"
(C) - (2) Y4 DIAMETER LAG SCEWS
(D) - V DIAMETER LAG SCREW
(E) - -Y4' DIAMETER LAG SCREW
2" x 6" NOTCHED
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
} 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
? o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m- (EXP. B & C) (EXP. B & C) (EXP. B & C EXP. B & C ) ( )
6: � ) ( ) (EXP. e & c EXP. B & C
40
2" x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
2" x 6" NOTCHED
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
~ 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x6" FULL OR
2"x8" NOTCHED
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D)
6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
550
2" x 4" FULL
W-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2" x 6" NOTCHED
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2"x6" FULL OR
2"x8" NOTCHED
15'-3"
15'-3"
15'4"
15'-3"
15'-3"
15'-3"
10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
(C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
2"x8" FULL OR11'
2"x10" NOTCHED
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
E
e
N
a
8
N a V u t 0
r • • V n
HANGFR C;HANNFI S AND MOUNTING BRACKETS
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S5885
OF CAl\FOS.:
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
4
FASTENERS,
SEE TABLE 3, SHEET 4
T=,060' TYP,-1r-
+
2.740°
FASTENERS, 078
1.50" SEE TABLE 3 SHEET 8 300"
w
TF
ALUM. 3004-H36
06 " 63
.25"R .O5'
FASTENERS p
3
1.50
.202" FASTENERS,
SEE TABLE 3 SHEET 8 -
! 6"
t= 0.04"
.010"x90"
(2) DIA. SEE SHEET 4 0 "
0
563" s^
�; .281" cl)J 200'
3..
__
0 FASTENERS
Q CONTINUOUS A- RAIL
ROOF PANEL (WHERE OCCURS)
cA
O
+
co SHEET 8
_
SEE TABLE 3
060" " FASTENERS. w
SEE SHEET4 ALUM.ALLOY
FASTENERS,
1.880" SEE TABLE 3, SHEET 4
1.75"
ALUM.ALLOY 6063-T6
ALUM. ALLOY
6063-T6
ALUM.ALLOY
6063-T6
6063-T6
O ROLLFOGERED
O EXTRUDED HANGER / CONNECTION
OC I.R. HANGER
"H" BRACKET
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3)"Q1 LAG SCREWS
10# L.L =(2)#14 SMS EA. SIDE
1 1/2"
20#,25#,30# L.L.=(3)#14 SMS EA. SIDE
BEAM SPLICE TO
#14 SDS,
40#,50# L.L.=(4)#14 SMS EA. SIDE
OCCUR DIRECTLY OVER 5/8"0 PLASTIC
3 PER SIDE
I POST. NOT PERMITTED PLUG WHERE
—
" "
2 -POST UNITS
@ 6 SCREWS I @ SCREW IS INSIDE
1"
J
3/4OR 1 1/2
PER SIDE I
Q
5 5 #1 4 SMS MAY
3„
I 2" x 6 1/2" OR
BE USE AS
5" MIN. 3" x 8" ALUM.
3.5" 3.5" ALTERNATE TO
RAFTER
1/4"0 BOLTS
3.5" 3.5"
AE�
3'
ALUM.—
3/4" OR 1 1/2"
—--------
8" BEAM
5
5"X
13x8
1"HEADER
U -BRACKET
i
F1 OR ❑Pl
LU
EXISTING WOOD STUD FRAMINGSEE
Is
NOTES3"x8"
ALUM.
E) STUCCO
BELOW I I 61/2"SIDEPLATE EA.
2V (E) STUCCO RAFTER
x 3-1/2" LAG SCREWS L.L =10 psf
I SIDE SEE POST SCHED.
psf
#14 SMS EA. SIDE
PENETRATION BRACKET
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 p f
TOP, MID HEIGHT
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION T
BEAM TO POST CONNECTION 8
11/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER-
#8 S.M.S. EACH SIDE
ALUMINUM MEMBER WITH
EXISTING
WOOD FILL OR
DBL. 3'x8'x0.042 BEAM
BOLT CONNECTIO PLAN 2
LATTICE 1 1/2" OR 2"
SHEATHING
NOMINAL LEDGER
OR DBL. 2'x6.5'x0.032'/0.042'
ALTERNATE:
(NEW OR EXISTING)
BEAM
4-#14 S.M.S. EACH
DETAIL B,
RAFTER TO COL.
SHE TO8E,
CONNECT. (8 -TOT.)
2"x6.5" OR 3"x8" RAFTER
x
ui -
15
0 0
I
ALTERNATE: 1/2" BOLT
',
o
1"
4.5.0 6"
ALTERNATE:
m SHEET FASTNgRS, SEE TABLE 3,
5/8' 0 ACCESS
(2)- #14 S.M.S. EACH RAFTER
+
HOLES
1,
TO COLUMN CONNECTION
INSTALL 6 — #14
o
3"x 3"STL.POST (24") ALTERNATE :
INSERT ATTACHED OR
(4 -TOTAL)
C'
X �'
3' SQ. POST LONG SDS @ EACH
(2}2x6.5" OR
ALTERNATE:
HEADER T❑
3"x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
_
2 2x6.5" OR 2 3x8" HEADER
()
` EXISTING
1" STUCCO OR EQUAL
(2)-1/2"BOLT
ALTERNATE:
�
(12COLUMN
(12 FASTENERS
FA
Wx3'x0.024 () OR
"
2.5" PENE. INTO EACH WOOD STUD
PER
2"x 6.5" SIDEPLATE
CONNECTOR (2)-#14 S.M.S. EACH RAFTER
CONNECTION)
DBL. RAFTER / DBL. HEADER CONN. O
STUB COLUMN TO DOUBLE HEADER CONN. O
EXIST. STUCCO / LEDGER O
DOUBLE HEADER TO O
COLUMN DETAIL
ATTACHMENT DETAIL
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S5885
OF CAl\FOS.:
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
4
5
6
7
8
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
TABLE 1 TABLE 2
ATTACHED ONLY ATTACHED AND STEEL POST ONLY:
"_"BRACKET@3"SQ.POST ' FOOTING &ANCHOR BOLTS FREESTANDING I I USE POST TYPE
j' W/ (4W4 SMS EA: SIDE OF POST t I F, G, H, I, J OR K
OR 1/2" M.B. THROUGH POST, ALUM."T"BRACKET USE WITH ALTERNATE FTG.
POST POST POST TYPE B,C,D, OR E. t I
,. SINGLE POSTS CUBE SIZE SQ. 18' DEEP 'CUBE FTG.
BOLTS
FOOTING SIZE EMBED.
STEEL.°T" BRACKET OR 9° SQ. 18" 18" SQ. 12" 1/2 DEPTH OF i I
•' 1 t BASE PLATE USE WITH 1T'-22" CUBED (1) (2}318.0 17/8" 20" 21" SQ. 12• FOOTING OR I I
POST TYPE B,C,D,E,F,G,H,J OR K. 12° MIN. EMBD. I
(2)-3/8"13 STRONG -BOLT 2 SS SEE TABLE 1 22• 25" SQ. 16° ,
23• & 24' CUBED (1) (2)-1/2.0 31/4" ' • t •; , N
EA. BRACKET TO SLAB.E1
25• - 30' CUBED (2) (4 3t -3a CUBED (2) }1/2.0 31/4* 26" 32" SQ. 23' �!•} i i 1, LL co
EDGE OF SLAB.
9 1/2" MINIMUM DISTANCE TO
j33" MINIMUM DISTANCE FROM 28" 35" SQ. 25" '-
SLAB CRACK TO COLUMN. ' (4}56 0 4' :• : LU Q
+111 (1% d " MIN. EMBEDMENT) , v 30' 39" SQ. 28" U)
35--39-CUBED(2) (4}3/4.0 43/4• 32" 43"SQ. 30"1 1/2"OM.B. _
DE Mi
n 34" 47° SO. 32' x9" LONG, 1° : 't`b°::•.:� (L Q
SLAB SHALL BE IN a POURED CONCRETE Li W
FOOTING SEE TABLES 40 -42 CUBED (z) (4}3/4'e 43/4" 36" 51" SQ 34• FROM END ' �'. p In
GOOD CONDITION OF POST
NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS 38" 55" SQ. 37" POURED
FOR SIZE ICC -ES ESR - 303 SQUARE, SEE FTG.
3 1/2" MIN. SEE FOOTING
IN BEAM SPAN TABLE QU 1 MAY USE EITHER STEEL T BRACKET OR 40" 60' SQ. 39" CONCRETE SCHEDULE IN BEAM
ALTERNATE FREESTANDING BASE PLATE. 42" 64' SQ 41' FOOTING SPAN TABLES
EXISTING SLAB - POSTS TO CONIC. FOOTING 2) REQUIRES USE OF ALTERNATE FREESTANDING 44" 69" SQ. 43"
' SQUARE POST EMBED.
7 ATTACHEBASEPLATE. CUBE SLAB D COVERS ONLY O ATTACHED COVERS ONLY O INTO FOOTING
ALUM. ALLOY- 3.00" OR
6063-T6 2.40"
1.375"
0
0.; 75"
1.60"
1.50 .090" TYP.
INSTALL 1Y2" x 1y" x Y" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM "T" BRACKET n
q 7/16"0 HOLE
FOR 3/8" ME
ASTM A500 GRADE B
INSTALL 1Yz" x 1Y2" x Y" HOG
WASHER PLATE AT ANCHORS
.157"
TYP�
USE FOR 3" OR 4"
STEEL POSTS
G; 2- 5/16"0 H
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3)-3/4"0 B
FOR POST TYPE F, G, H, I,
3" OR 4" SQ.
INSERT
>" x 0.188"
ASTM A500
GRADE B
STEEL
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
POST
INSERT
I I
9" SQ. X 5/8" THK.
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Ya" 6 Yz" 1 Y4"
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
Ll C:) .
N C.0 LC)
2 H m OM
lW p
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CD cf) o
cl
QR )FESS I( �
S..5 85
03-11'=16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS -
MARK DATE DESCRIPTION
4 STEL JOB # 16.1011
DATE 03-04.16
DRAWN BY AT
CHECKED GM
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
AM
6
0
7
0
8
0
u t r ^
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
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 I
5.. ,5^ #14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
1/4"BOLTS
3.5"
8" BEAM
m 3
2"X6.5"X0.032" SIDE PLATES
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP, B
EXP. C
5'
2
2
2
3
3
3
6'
2
3
3
3
3
4
7'
2
3
3
4
3
4
8'
3
3
3
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
<=
2"X6.5"X0.042" SIDE PLATES
m
110 MPH
120 MPH
130 MPH
EXP. BI
EXP. C
EXP. BI
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
3
3
3
7'
2
3
3
3
3
4
8'
2
3
3
4
3
4
9'
3
3
3
4
4
5
10'
3
4
4
4
4
5
11'
3
4
4
5
5
6
12'
3
4
4
5
5
5
13'
4 1
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.
ROL
INSULATED
TERLOCKING
CG
ALL
IGER
.5 I .5..
EDOR❑2
SEE NOTES
BELOWI 6 1/2" SIDEPLATE EA.
I
I Ai 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. El
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
ROOF PLAN
FASTENERS, #14 SMS 2 32' D.C.
EET 4 4 MIN. PER EACH JOINT
ROLL -FORMED #14 SMS 2 32' O,C. MAX.
DR IRP <4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL ALUMINUM SKINS IRP
TOP & BOTT. 0.024'
P
SEE SHEET 4
ROLL -FORMED PANEL INSULATED ROOF PANEL
ROOF HANGER 2 INTERLOCKING SEAM INTERLOCKING JOINT
CD
O r
NC.0Lo
Z uj m
�LLI
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co
S58.5
OF CA1 QFC
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MPR_ DATE DESCRFT10N
4 STEL JOB # 16-1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH - 11
11 OF 50 SHEETS
fi
0
7
O
8
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 ' I BEAM TO POST i DETAILS 12
SIMPLE SPLICE FULL MOMENT
' I II I I I I I I I I I
X87 S M'S' II #12 S.M.S. II
TYP. THICKNESS =.035 6.38* (24 TO TYP. THICKN nSS =.035"
II II
+ jj + + ++ + + �� + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
I- 3"-I
SPLICE WHERE ]k
OCCURS 4"
.070"
TYP.
ALUM. ALLOY �16' 1 " 1 - 1 '
I 6063-T6
4" I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WHERE
OCCURS
11"
TYR
ALUM.ALLOY
6063-T6
7" I -BEAM
1 2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
1.5 1.50"
28" �y 27'j r
2..
4 y .0 18,1
I
MOMENT C -SPLICE
2"x3" LATTICE TUBE
w
I -BEAM ALUM ALLOY
(6061-T6) ALTERNATE
STL. C -BEAM
SQ. POST
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SQ. POST,CONNECT WEB
TO POST W/ (2) - 5/8" 0
THRU-BOLTS @ 4" I -BEAM,
I AND (3) - 5/8" 0 THRU BOLTS
@ 7' I -BEAMS
H - BRACKET TO POST
"x 8" k.042" BEAM,
" SQ. STEEL OR
1AG BEAM.
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
LATTICE TUBE TO RAFTER
/ter► ��.G c, . . s " �`�- 1 1/2" SQ., 2" SQ.,
ALUM. ALLOY 3105-H25 � -,,,--...,OR 2"x3" LATTICE
J//
r #8 x 2 "SMS, 2 1/2"3" O.C. MIN. � OR 3 1/2", TYP. U � UP TO 6"O.G. MAX.
i
n n
.018"
:RAFTER
BEAM TO POST DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD )
SO. POST (B—TOTAL) EACH SIDE OF 3'
ALTERNATE 1/4'0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
.751' 1 o
I S +!
2.35' 3' SO. POST
4114 x 12' S.M.S. EACH SIDE OF 3'
SQ. POST (6 -TOTAL))
ALTERNATE: 1/4'0 90LT W/ WASHER
EA- SIDE OF 3' SO. POST
GUTTER FASCIA
3.00' W SQ. POSTMAG BEAM
OR 240' 3'SQ. STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
Lj5'
O
4, '
1
O O
O O
6 - #14 SDS
T-0"
16" 1 "
7" I -BEAM
1 2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
1.5 1.50"
28" �y 27'j r
2..
4 y .0 18,1
I
MOMENT C -SPLICE
2"x3" LATTICE TUBE
w
I -BEAM ALUM ALLOY
(6061-T6) ALTERNATE
STL. C -BEAM
SQ. POST
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SQ. POST,CONNECT WEB
TO POST W/ (2) - 5/8" 0
THRU-BOLTS @ 4" I -BEAM,
I AND (3) - 5/8" 0 THRU BOLTS
@ 7' I -BEAMS
H - BRACKET TO POST
"x 8" k.042" BEAM,
" SQ. STEEL OR
1AG BEAM.
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
LATTICE TUBE TO RAFTER
/ter► ��.G c, . . s " �`�- 1 1/2" SQ., 2" SQ.,
ALUM. ALLOY 3105-H25 � -,,,--...,OR 2"x3" LATTICE
J//
r #8 x 2 "SMS, 2 1/2"3" O.C. MIN. � OR 3 1/2", TYP. U � UP TO 6"O.G. MAX.
i
n n
.018"
:RAFTER
BEAM TO POST DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD )
SO. POST (B—TOTAL) EACH SIDE OF 3'
ALTERNATE 1/4'0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
.751' 1 o
I S +!
2.35' 3' SO. POST
4114 x 12' S.M.S. EACH SIDE OF 3'
SQ. POST (6 -TOTAL))
ALTERNATE: 1/4'0 90LT W/ WASHER
EA- SIDE OF 3' SO. POST
GUTTER FASCIA
3.00' W SQ. POSTMAG BEAM
OR 240' 3'SQ. STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING = 3/4"
#14 x 1/2" S.M.S. TOP
& BOTT. (2}TOT.
FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
ROOF PANEL
— --- --- —
ROLLFORMED OR
EXTRUDED GUTTER
DV
#14 S.M.S. @12"O.C.
FASCIA
6 1/2'x2"x.024 :::�J2"
RAFTER
00 `v FASTENER 61 1 /2'
00 GROUP
00
ALUM, BRACKET X
1" "L" SEE TABLE
"U" BRACKET - RAFTER TO BEAM
17
3.125" FOR 3 x RAFTER
r 2.125" FOR 2 x RAFTER
1 1/2"
t=.040"@6063 -T6,,
i
(6.)-#14x Y4" TEK SCREWS
/121 HIM
t
BRACKET TO RAFTEK
l
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2 .750'
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03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRPnON
4 STEL JOB # 16-1071
DATE 03-0116
DRAWN BY AT
CHECY,6D OM
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
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DURALUM
IAPMO 0195
AHJ APPROVAL
- - -. REVISIONS - - - ---
MARK DATE DESCRPTIDN
4 STEL JOB # 16-1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH "
SH - 16
16 OF 50 SHEETS
pi
3]�
a
g
s
ATTACH DE & FREESTANDING SOLID COVERS 710'PSF"LIVE LOAD - 110,120,130 MPH - EXP. &
7" I -BEAM
WC"ER
7"I -BEAM
H W/(2) "C" INSERTS
DBL 2"x6.5"x0.042"
2"x6.5"x0.032"
8"x0.042 BEAM
OR
ATTACHED
SOLIDFREESTANDING
SOLID
, _ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
Z
MAX.COL.
SPACING
=•
=)8
Q =
F=) o
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN. MAX•POST FTG.
MIN.
MAX.POST FTG. MIN. MAX.POST FTG.
MIN:
MAX.POST FTG.
MIN,
MAX.POST MAX.POST FTG.
MIN.
MAX•POST MAX.POST FTG.
MIN.
^
Iy
ON SLAB
m �
FE
SPACING
(IN.)
POST
SPACING
(IN.)
POST SPACING .
(IN.)
POST
SPACING
(IN.)
POST SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3"x8"
CIN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3"x8"
(IN.)
POST
m
(2),(3)
F-
(SPAN)
(
(1)
TYPE
(SPAN)
(1)
TYPE (SPAN)
"(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
2"x6.5'x0.032"
BEAM
(1)
TYPE
2"x6.5'x0.032
BEAM
(1)
TYPE
13'-7;'
5'
26' 26'-9"
226
E
24'-41123'-8"
334
G
29'-6"29'-6"
227
E
26
335
H
16'-0'
222
B
16'-0"5,-3"
230
G
13'-
13
121
B
13'-2"
13'-8"
27
G
5'
O
H
26'-2"
I
6 -0"
2,-7"
2'-10"
12'-3"
12'-7"
29
r
11'-4"
6'
25'-32"5
227
E
23'-0"
31
G
27'-9"
25
E
25'-3"
32
G
14'-7"
20
B
14'-7"
28
G `
12'-1"
12'-6"
19
B
12'-1"
12'-6"
27
G
6,
3
[--221-41-
33
H
2T-9"
28
24'-7"
34
H
14'-7"
23
14'-0"
29
11'-6"
11'-9"
21
11'-2"
11'-6"
28
9'-8„
7'
24'
228
E
21'- 21
333
G
264"26'-4"
229
E
24'- 2"3,�„
334
H
13'-6"3,-6"
223
C
13 -6"
28
G
11'-2"
11'-7"
20
B
11'-2" '
11'-7"
27
G
7'
24'-0"
-3"
H
.13'-0"
29
10'-8"
0'-10"
22
•10'-4"
10'-8"
27
J
8'-6"
g'
23'-0"
26
E
20'-1 "
32
H
25'-3"
27
E
23'-0"
33
H
12'-8"
21
C
12'=8"
28
G
10'-6"
10'-1
20
g
10'-6"
10'-10"
27
G
,
8
23'-0"
29
20'-3"
32
25'-3"
30
22'-4"
33
12'-8"
24
12'-2"
28
10'-0"
10'-2"
22
9'-9"
10'-0"
27
7 -7 „
9
22'-1"
27
E
20'-1"
33
H
24'-3"
27
E
22'-1"
34
H
12'-0"
22
C
12'-0"
29
G
9'-10"
10'-2"
21
C
9'-10"
10'-2"
27
G
9
IL
22'-1"
30
19'-7"
33
24'-3"
31
21'-7"
34
I
12'-0"
24
11'-6"
29
9' 4"
9'-8"
23
B
9'-2"
9'-4"
27
6'-9;�
10,
21'-4"21'
231
E
19' 48'-10
333
H
23'- 23,-6"
232
E
21
334
I
11' 4"1'-4"
225
C
11' 4"
29
G
9' 4"
9'-2"
21
C
9'-4"
9'-2"
28
G
10'
4"
20'-9"
0'-10"
29
9'-0"
9'-2"
23
8'-9"
8'-6"
27
6'-2"
11'
20'-8"
28
E
18'-9"
34
I
22'-9"
29
E
20'-8"
35
I
1040,
22
E:
10'-10"
30
G-
9'-0"
8'-4"
21
C
9'-0" -
8'-4"
28
G
11
O
20'-8"
31
18'-3"
34
22'-9"
. 32
20'-2"
35
-10"
25
10' 4"
29
8'-7"
8'-4"
23
8' 4"
7'-8"
28
12'
20'-1"
28
E
18'-3"
35
I
22'-1"
29
E
20'-1"
36
J
10'-4"
23
.E•
10'-4"
30
G
8'-7"
T-8"
21
C
8'-7"
T-8"
28
G
12'
20'-1"
32
17'-9"
35
22'-1"
33
19'-7"
35
10' 4"
26
.10'-0"
30
8'-2"
T-8"
23
8'-0"
T-1"
28
SR
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID '
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
{
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MAX.COL.
SPACING
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MAXPOST
FTG.
MIN.
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FTG.
MIN.
MAKPOST
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FTG.
MIN.
MAX.POST
FTG.
MIN.
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MIN.
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m�
SPACING
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POST
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(IN.)
POST
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(IN.)
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POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
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SPACING.
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(IN.)
POST
m�
C
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TYPE
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TYPE
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2"x6.5•x0.032.
1 BEAM- `
(1)
TYPE
2"x6.5"x0.032"
BEAM •
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TAPE
1.�
-
13' 7"
5'
26'-9"
24
E
24'-4"
34
H
29'-6"
25
E
26'-1 "
35
1
16'-0" 20
.
g
16'-0"
30
G
13'-2"
13'-8"
20
B
13'-2"
13'-8"
29
G
5
O
26'-6"
28
23'-1"
36
I
29'-2"
29
25'-4"
36
K
14'-10
22
14'-7"
31
12'-7"
11'-8"
21
12'-3"
11'-6"
30
V6'
25'-3"
25
E
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 '
i •
g
12'-1"
12'-6"
28
G
,
6
- 4'-10'
29
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
\
9'-8"
T
24'-0"
26
E
21'-9"
33
H
26'-4"
27
E
24'-0"
34
H
13'-6"
21
C.
13'-6"
29
G
11'-2"
11'-7"'
21
g
11'-2"
11'-7"
28
G
,
7
ii
23'-8"
30
20'-8"
34
I
26'-1"
31
22'-9"
35
I
12'-8"
23
1z-4"
30
10'-8"
10'-0"
23
10 4"
9'-8"
28
...�
8'-6"
8'
23'-0"
27
E
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 '
22'-8"
31
19'-9"
34
25'-0"
32
21'-9"
35
I
11'-10
24
11'-7"
30
10'-0"
9'-3"
23
9'-9"
9'-1"
28
7'-7"
9'
22'-1"
28
E
20'-1"
33
H
24'-3"
29
E
22'-1"
34
H
12'-0"
22
C
12'-0"
29
G
9'-10"
10'-2"
22
C
9'-10"
10'-2"
28
G
9'
�0
21'-9
32
19'-0"
34
24'-0"
33
21'-0"
35
1
11'-2"
24
11'-0"
29
9,_e
' 4"
8'-9"
23
B
9'-2"
8'-7"
28
(n
6-9 „
10'
21'-4"
28
E
19'-4"
34
H
23'-6"
29
E
21'-4"
35
11'-4"
22
C
11'-4"
29
G
9'-4"
9'-2"
22
C
9'-4"
9'-2"
28
G
,
10
21'-1"
32
18' 4"
33
I
23'-2"
33
20'-2"
34
10'-8"
25
10'1)"
29
9'-0"
8' 4"
24
B
8'-9"
T-9"
28
6'-2"
11'
20'-8"
29
E
18'-9"
34
22'-9"
30
E
20'-8"
35
I
10'-1
22
'E
10'-10"
30
G
9'-0"
8' 4"4�22'
C
9'-0"
8' 4"
28
G
,
11
Q,
20' 4"
. 33
17'-9"
34
22'-6"
34
19'-7"
35
J
10'-2"
25
9'-10"
29
8'-7"
8'-
8' 4"
7'-1"
29
r
5, 8"
12'
20'-19'-10'
334
E
18,_ 17
334
22�
335
E
20'-1i'9
335
J
10 4
226
E
10'-49
330
G
8'-7 $
7' 87
224
C
8'-7°8'-0„
7 -8" 6 /7„
230
G
12'
-3
21'-10'
-1"
9'-9"
6"
-2
�"
-
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
' ' ATTACHED SOLID
FREESTANDING SOLID
MAX.COL.
SPACING
o
MAXPOST
FTG.
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MAKPOST
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MAX•POST
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MAX.POST
MAX.POST
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SPACING
(IN.)
POST
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(IN.)
POST
SPACING
(IN.)
POST
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(IN.)
POST
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(IN.)
POST
SPACING
(IN.)
POST
SPACING
SPACING
(IN.)
POST
SPACING
SPACING
(IN.)
POST
m
(2) (3)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
2-.6.5-0.032-
FOR 3"x8"
(1)
TYPE
2x65' 0032'
FOR 3"x8"
(1)
TYPE
F
13'-T
5'
26'-9"
26
E
24'-0"
35
1
29'-6"
27
E
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'
O
25'-9" •
29
22'-4"
37
K
28'-6"
30
24'-8"
38
13'-8"
24
13' 4"
32
12'-7"
10'-9"
22
12'-3"
10'-7"
29
r
6'
25'-3"
27
E
22'-7"
35
1
27'-9"
28
E
24'-1
36
1
14'-7"
22
B
14'-3"
31
G
12'-1"
12'-0"
21
B
12'-1"
1'-10"'
27
G
6 '
24'-3"
_30
21'-1"
37
K
26'-9"
31
23'-3"
37
K
12'-7"
24
` '
12'-3"
32
11'-6"
-10"
23
11'-2"
9'-8"
28
9'-8"
7'
24'- 23'_1"
231
E
21'-6" -
34
H
26'-4"
29
E
23'-8"
35
1
13'-6"
23
C
13'-2"
30
G
11'-2"
11'-1"
22
B
11'-2"
11'-1"
27
G
7,
20'-1"
36
K
25'-6"
32
22'-1"
37
K
11'-8"
25
.
11'-4"
31
10'-8"
9'-2"
23
10' 4"
9'-0"
27
J
8'-6"
8'
23'-0"
29
E
20'-7"
34
H
25'-3"
30
E
22'-8"
35
1
12'-8"
24
C..
12'-4"
30
G
10'-6"
10'-4"
22
B
10'-6"
10'-4"
27
G
8'
22'-1"
32
19'-2"
36
I
24' 4"
33
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
E
19'-9"
34
H
24'-3"
30
E
21'-9"
34
1
12'-0"
24
C.
11'-8"
29
G
9'-10"
9'-9"
23
C
9'-10"
9'-8"
27
G
9 '
ILL
21'-3"
33
18'-6"
35
I
23'-6"
34
20' 4"
36
K
10'-3"
26
10'-1°
30
9'-4"
8'-1"
24
B
9'-2"
T-10"
27
U)
6'_9„
10'
21'4"20'-7"
334
E
19'-17,-10'
335
H
23
E
21'-19-8"
336
I
11'9'-9"
227
11'-1ll
230
G
9,�„
9'-2"
9'-4"
8'-9"
28
G
10'
I
22'-8"
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J
C
9'-7"
9'-0"
7 -8" •
C
8' 4"
T-2'
27
6'-2"
11'
20'-89'-10'
335
E
18'-67
335
I
22
336
E
20' 49
336
I
10'-19,x„
227.E
10'- 9'-2"
2
G
9101, -8,
8 4T
d23
C
9 0'8,-0"
8'-0 6
228
G
11'
-3
J
22'-0"
-1
J
31'
7,,
4„
-7"
r
N
20'-1"
31
E
18'-0"
35
1
22'-1"
32
E
19'-9"
36
J
10'-4"
25
E
10'-2"
3)
H
8'-7"
T-8"
C
8'-7"
7'-4",5-812
G
12
19'-3"
35
16'-9"
34
J
21'-3"
37
'"
35
9'-0"
27
8'-9"
31
G
8-2"
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7'-4"
6'-0"
28
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03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
- - -. REVISIONS - - - ---
MARK DATE DESCRPTIDN
4 STEL JOB # 16-1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH "
SH - 16
16 OF 50 SHEETS
pi
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6
0
7
0
6
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ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
3x8"x0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3x8"x0.042" BEAM
DBL. 3x8"x0.042" BEAM
L DBL. 3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
W/ DBL. 14 GA. STL. INSERT
P W/ DBL. 12 GA. STL. INSERT
}
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
MAXCOLSPACING
SPACING
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MIN.
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POST
SPACING (IN.)
POST
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POST
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POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
S! 3:
(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'
19'-3" 21
C
19'-3" 30
18'-4" 21
18'-4" 30
G
20'-1" 21
C
20'-1" 30
G
25'-1 " 23
E
25'-1 " 32
H
28'-4" 24
E
27'-8" 35
J
5,
O
18'-1" 23
17'-8" 31
G
18'-4" 23
C
17'-8" 31
20'-1" 24
19' 4" 32
25'-10" 26
4'-10' 34
28' 4" 27
27'-0" 37
17'-16'-6" 224
C
17'-16'-1" 231
16'-9"6,-9" 224
16'-9'6,-2" 231
G
18'418-4 225
C
18'-4"7.8" 331
Cj
?3'-23'-8" 227
E
23'-22,-9" 333
fi
25'-15''10" 227
E
2524',10" 336
6
r
11'-4"
6,
G
C
i
9, 8„
16'-15,-3" 224
C
16'-15'-0" 230
15'
224
15'-115'-0" 230
G
17'-'17'-1" 225
E
0 J
17'-116 331
G
22'-0"'-0" 227
E
22'-211'-1" 333
H
24'-0" 228
E
24'- 23'-1" 335
J
7
7
G
15'-7"
C
a
[--24'-0"
J
8'-6"
8'
15'-3" 23
E
15'-3" 30
14'-7" 22
14'-7" 29
G
16'-0" 23
E
16'-0" 30
G
20'-7" 25
E
20'-719 332
H
22'- 22'-6" 229
E
22'- 211'-7" 334
J
8'
14 4 25
14'-0" 29
C7
14'-7" 25
E
14'-1" 29
16'-0" 26
15' 4" 30
20'-7" 28
-9"
7-7-
"
-
9
14'-4" 23
E
14'-4" 30
13'-9" 23
13'-9" 30
C7
15'-1" 23
E
15'-1" 21
G
19'-4" 25
E
19'-4" 33
H
21'-2" 26
E
J
9'
13'-7" 25
13'-2" 30
G
13'-9" 26
E
13'-3" 30
15'-1" 26
14'-6" 30
19' 4" 29
18'-7" 32
21'-2" 29
6, 9„
10,
13'-89-"-----12'-10" 226
E
13'-8"2'-7" 330
131 13'-1" 226
13'-
330
G
14'- 1'4 227
E
14'-31"3, 231
G
18' 4"8' 229
E
18' 4'�,-8" 333
H
20'-120,-1" 230
E
419'-2
J
10'
C7
E
2'-7"
3,.
9„
4"
6'-2"
11'
13'-1" 24
13'-1" 31
12'-6" 24
12'-6" 31
13'-8" 24
E
13'-8" 31
C7
17'-7" 26
E
17'-7" 34
H
19'-2" 27
E
1
12'3" 26
E
12'-0" 30
G
12'-6' 26
E
12'-0" 30
G
13'-8" 27
13'-1" 31
17'-7" 30
6'-10" 33
19'-2" 30
12'-6"1-9" 227
E
12'-6111'-6" 331
12'-0
227
12'-0'1
331
13'-113,-1" 228
E
13'-112,-7" 332
G
16'-9'6
230
E
16'-9"6,-2" 334
H
231
E
18' 417'-8" 336
J
12'
G
2'-0"
E
-6"
G
-9"
118
8,�,
}
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ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOL/D
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SPACING (IN.)
POST
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SPACING (IN.)
POST
SPACING (IN.) POST
SPACING (IN.)
POST
SPACING (IN.) POST
SPACING (IN.)
POST
SPACING (IN.) POST
TYPE
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(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)
(2) (3)
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
34 H
25'-13''
28
228
E
271-26'-1" 337 I
5'
O
16'-6" 24
B
16'-1" 32
17' 4" 24
17'-0" 33 H
19'-0" 25
18'-6" 33 H
24' 4" 27
10' 36 K
26' 8"
K
r
g'
17'-7" 23
C
17'-7" 31
G
16'-9" 22
C
16'-9" 31 G
18' 4" 23
C
18'-4" 31 G
23'-8" 25
E
23'-21'-9" 335 H .I
251-24' 229
E
25'-23'-9" 336 H
6'
11'-4"
15'-1" 25
14'-8" 32
5'-10' 25
15'-6" 32
17'-4" 26
17'-0" 33 H
22'-3" 28
4'
J
9,_$„
16'-14'-0" 225
C
16'-113'-8" 331
15'-14'-8" 226
C
15'-14'-4" 331 G
17'-116,-1" 226
E
17'-115,-8" 332 G
22' 20'-8" 229
E
22'- 20,-2" 3 H
24'- 22'-7" 229
E
24'- 22'-1" 335 H
7,
7
G
34
i
J
8'-6"
8'
15'-3" 24
E
15'-3" 30
14'-7" 23
E
14'-7" 29 G
16'-0" 24
E
16' 0" 30 G
20'-7" 26
E
20'-7" 32 H
22'-6" 27
E
22'-6" 33 H
8,
13'-1" 26
C
12'-9" 30
G
13'-9" 26
13'-6" 31
15'-1" 27
14'-8" 32
19' 4" 29
8'-10" 34
21'-2" 30
20'-8" 34 I
7'-7"
g'
14' 4" 24
E
14' 4" 30
13'-9" 24
E
13'-9" 30 G
15'-1" 25
E
15'-1" 31 G
19' 4" 27
E
19' 47'-10" 3 H
21'- 20'-0" 231
E
211-
334 H
9.
12' 4" 26
12'-1" 30
G
13'-0" 27
12'-8" 30
14'ILL-2" 27
13'-10" 31 H
18'-3" 30
33
119'-6" I
6'-9"
13'-8" 25
E
13'-8" 31
13'-1" 24
E
13'-1" 30 G
14'-3" 25
E
14'-3" 31 H
18'-4" 27
E
18'-4" 33 H
20'-1" 28
E
20'-1" 34 H
10,
10'
11'-8" 27
11'-6" 30
G
12' 4" 27
12'-1" 30 H
13'-6" 28
13'-2" 31
17'-4" 30
17'-0" 33
19'-0" 31
18'-6" 33 I
6'-2"
11'
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
11'
O
11 -2 27
11'-0" 30
11'-9" 28
11'-6" 30 H
12'-10" 28
12'-7" 31
16'-7" 31
16'-2" 33
18'-1" 32
17,-8.-;34
5'-8„
12'-6'O,-8" 227
E
12'-6"0,-6" 330
H
12'-0111'-3" 228
E
12'-0111
330 H
13'-112-4 229
E
13'-112'-1" 332 H
16'-95'-10" 231
E
16'-9"5,-6" 333 H
17,x, 232
E
18'-4"7-0" 334
12'
12,
-1"
118
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
}
Q S
SPACING
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MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
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MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
MAX•POST FTG.
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MAX.POST FTG. MIN.
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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
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
�
(2).(3)
13' 7"
5'
18' 4" 23
C
18'-3" 33
18' 4" 23
C
18'-0" 33
H
20'-1" 24
C
19'-8" 34
H
25'-1 26
E
25'- 3 J
28'-4$'-'--24'-6" 229
E
271-24'-0" 338 K
5'
O
15'-1" 24
B
14'-9" 33
H
16'-0" 25
B
15'-7" 34
17' 4" 26
17'-1" 35
I
22' 4" 28
-10' 37 K
6,
16'-
225
16'-9"3,-6" 332
G
16'-9'4,-7" 226
C
16'-6'4,-3" 333
G
-4"185'-10' 226
C
18'-015, 334
H
23'-20,-6" 229
E
23'-20,-1" 336 I
25
230
E
2521-10" 337 J
6,
r
11'-4"
3'-10"
C
H
7,
K
22' 4"
K
9,_$„
7,
15'-7" 24
15'-6" 31
15'-7" 24
C
15'-3" 31
G
17'-1" 25
E
16'-8"
22'-0" 27
E
21'-6'8 3 H
230
E
231- 20'-3" 336 1
7'
12'-9" 26
C
12'-7" 32
G
13'-6" 26
13'-2" 32
14'-9" 27
14'-6"
H
19'-0" 298'-6"
124
-7" 35
20'-9"
K
8'
14'-7" 25
E
14'-6" 31
G
14'-7" 25
E
14'-3" 31
G
16'-0" 25
E
P32G
15'-7"
20'-7" 28
E
20'-1" 34 H
22' 6" 29
E
22'-0" 35
12'-0" 26
C
11'-9" 31
12'-8" 27
C
12'-4" 32
13'-10' 28
13'-6"
H
17'-9" 30
17'-4" 35 I
19'-6" 31
19'-0" 35
7'-7"
g'
13'-9" 25
E
13'-8" 30
H
13'-9" 25
E
13'-6" 30
H
15'-1" 26
E
14'-8"
19'-4" 28
E
19'-0"6
334 H
21'- ;'8 232
E
20'-8''$
335 HI
9'
ILL
11' 4" 2711'-1"
31
G
12'-0" 27
11'-8" 31
G
13'-1" 28
12'-9"
H
16'-9" 31
a"
0"
6, 9„
10,
13'-10'-9" 227
E
13'-0'�,-7" 330
H -413'-11"---
228
E
12'-9"1
331
H
14'-312 229
E
14'-0"2'-1" 331
18'-4"6,-0" 231
E
18'-0°5,-7" 334 H
20'-117 332
E
19'-8"7,-1" 335 H
10,
1 �„
-7"
4
H
4"
1
6'-2"
11'
12'-6" 26
E
12'-6" 31
H
12'-6" 26
E
12'-2" 31
H
13'-8" 27
E
13' 4" 31
17'-7" 29
E
17'-2" 33 H
19'-2" 30
E
18'-9" 34
11'
O
10'-3" 28
10'-1" 31
0'-10' 28
10'-7" 31
11'-10' 29
11'-7" 31
H
15'-2" 32
14'-10" 33
16'-7" 33
r
5,_8„
12,
12'- Y. 228
E
1'-1
331
H
12'-0"0
229
E
11-80
331
H
13'-111 230
E
12-911-1" 331
H
16'-9'4
332
E
4,-3" 3
18' 4'5,-10 333
E
334
12'
9'-10"
9'-8"
4"
-1"
4'
-7"
33
5 7„
�2 C14
WO
N CD LID
LU � O
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S5885
- - 1
OF CAL�FO�
03-11'16-
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MARK DATE DESCRPTON
4 STEL JOB 9 16.1071
DATE 03-0516
DRAWN BY AT
CHECKED GM
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 17
17 OF 50 SHEETS
6 - L u C r u r, J
1
0
z
0
3
0
4
s
I
BEAM TYPES ATTAC D &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,-130.MPH - EXP...B & C�
_-
.r - -
• 3" SQ.x0.032" ALUM. BEAM DBL. 2"x6.5"x0.032" - "3"x8" Ox 042" BEAM`
- � E W/ 12 GA. STL. "U" CHANNEL I OR �K '
ATTACHED FREESTANDING ATTACHED FREESTANDING
032° 6'S„ MAX.COL. F F MAX.POST MAX.POST MAX.POST MAX.POST FTG-
SPACING :)g MAX•POST FTG. MIN: j147
POST FTG. MIN. FTG. MIN. MIN. p p_
T=12 GA .042 mSPACING IN.) POST CING POST SPACING SPACING (IN. POST SPACING SPACING (IN. POST m
ON SLAB -3: ( (IN.) FOR DBL. FOR 3°x8' ) FOR DBL. FOR 3"x8' ) �
ASTMA653SS 8.0° (2) (3) F (SPAN) (1) TYPE AN) (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE 2x6.5'x0.03 BEAM (1) TYPE
GRADE 50 G60 3.0 0,042°
16'-9" 15 " 29 G 14'-1 15' 4" 15 14' 1 15'x" 28 ,
032° - 13 -7" 5 B B - G 5
1I I- O 16'-9" 17 14'-7" 31 H 4'-10" 15'-4' 17 14'-6" 15'-1" 30
ALUM. I- 2.0°4.0°T20° - I
I MAX. �T 11'-4„ 6, 15'-15'-3" 16 8 B 13'-3" 230 G H 13'7" 7 14'-1 4 -1" B 117 13'7" -3 -3 14'-113 -9" 229 G 6
�3.0"=-I DBL.2"x6.5"x0.032" 14'-2" 16 12'-4" 28 12'-7" 13'-1" 15 12'-7" 13'-1"
•'" I ALUM. ALLOY 3004-H36 r:3. • ^� _. 9;9 7' 18 B 12'-4" r-0 G 12'-T g 17 12'-3" 229 G 7'
. .. 0
3" SQ.x0.032" ALUM. BEAM OR EQUAL J -8,-6„ 8, 13'-3" 16 B 11'-7" 29 G 11'-9" 12'-3" B 16 12'-3" 28 G $�
�E1W/ 12 GA. STL. "U" CHANNEL DBL. 2"x6.5"x0.042" 3"x8"x0.042" BEAM [--13'-3" 19 11'-7" 29 11'-9" 12'-3" fl 8 11'-6" j2'...Q'� 28
ASTM A653 SS (-,)DBL.
ALUM. ALLOY 3004-1136 K ALUM. ALLOY 3004-H36 J 7,-7„ g 213' -7" 17 11'-0" 29 + 11'-2" 11'-7" p 16 11'-2" 11'-7" 29 G g'
• GRADE SO G60 OR EQUAL - OR EQUAL � 12'7" 19 11'-0" 29 V 0 18 10'-10' 11'-3" 28
12'-0" 17 10'-4" 30 10'-7" 11'-0" 16 10'-7" 11'-0" 29
U) 6'-10" 10' 12'-0" 19 C 10' 4" 30 G 10'-T 11'-0" g 19 10'-3' 10'-8" 29 G 10'
25 � 6'-2" 11' 11 � 17 9'-10" 30-6" 17 10'-1" 10'-6" 29 11'
- - - O 11'x" 20 C 9'-10" 30 H10'-6" B' 19 9'-10' 10'-1" 29 G
• '' r 5'-8" 12' 10'-1 18 C 9'-6" 17 9'-8" 9'-8" 29 G 12'
r=12 OR 20 9'-6" 19 9'-6" 9'-2" 29
is GA_ .
i
7.875 ASTM •
A653 SS ,
• _ ' •' GRADE �-
•
50 G60 _.,r�•,� -'"•4� � ATTACHED FREESTANDING _ATTACHED a. FREESTANDING �
MAX.COL. F � MAX.POST MAX.POST MAX.POST MAX.POST F �
• " 8.0" . • I ' � SPACING pp MAX.POST FTG. MIN. MAX.POST FTG. MIN. ( � FTG. MIN. FTG. MIN
ON SLAB
m- SPACING (( IN.) POST SPACING IN.) POST SPACING y SPACING IN.) POST SPACING SPACING (IN.) POST m
' 0.042" � 3 FOR DBL. FOR 3x8" •FOR DBL. FOR 3°x
625° B. �
(2),(3) �; (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5"x0.032 BEAM A(1) TYPE 2"x6.5k0.032' BEAM (1) TYPE
13'-7" :5 16'-9" 16 B 14'-7" 31 H 14'-1 15' 4" B 15 14'-1 15' 4" 30 G 5
16-4 18 14'-7" 33 J 14'-8" 15'-2" 18 14'-1" 14'-7" 31
•, - - - ' : -:
31, P16-3 15'-3" 16 13'-3" 30 H 13'-T� , 14.'-.1 "- 16 ' 13'-7." 14'-1" 29
- ,•` I _ I_ ., r 11-4" 6 15'-0" 19 B 13'-3" 32 I 13'-4" � 3'-10' %B __-;18 13'-4" 31 G \6/
o"� W/ 14 GA. STL. INSERT
3.0.' M ASTM A653 GRADE 50 G60 '• � i g'_g" 7'
114'-Z_, 17 B 12'-4" 29 G 12'-7" 13'-1" 16 12'-7" 13'-1" 29 G 7,
MAX. • _ [--_`I_3'-10" 19 12'-4" 31 I 12'-4" 2'-10' g --;':l9 12'-0" j 2'�" 30
3x8"x0.042" BEAM J = • 8,_6„ 8' 17 B 11'-7" 29 G 11'-9" 12'-3" B 17 9" 12'-3" 28 ' G 8'
DBL. 3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT 20 11'-7" 31 H 11'-8" 12'-1" 19 11'-2" j j'_7'� 30
L ALUM. ALLOY 3004-H36 � N ASTM A653 GRADE 50 G60 J r� 7�_7'� g' 12'-7" 18 11'-0" 29 G 11'-2" 11'-7" 17 11'-2" 11'-7" 29 g'
OR EQUAL 12'-3" 20 C 11'-0" 30 H 11'-0" 11'-4" B 20 10'-7" 11'-0" 29 G
NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS • ILL, -
' LL SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED �. r^ - i , 12'-0" 18 10'-4" 30 G 10'-7" 11'-0" V
10'-7" 11'-0" 29 ,
THE FULL LENGTH OF THE 3'x8" BEAM. v, 6'-10' 10
'11'-8" 21 C 10'-4" 30 H 10'-6" 10'-9" B 10'-1" j Q'_q" 29 G 10
• � � � 11'-4" 18 9'-10" 30 10'-1" 10'-6" 10'-1" 10'-6" 29
FOOTNOTE: "SAMPLE" • O . 6'-2" 11' 21 C 9'-10" 30 H 10'-0" 10'-3" B 9'-7"g'_g^29G 11189'-6"�309'8"9'-8"9'-$" 29,
10'-10,.FIGUREINDICATES5-8" 1210' -8"21C9' -6"31H9' -7"C 9'-2" g'_g" 3p G 12
EXPOSURE B _
FIGURE INDICATES - r=12 OR '
EXPOSURE C is ca
-WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ASTM }
r - -• -• _ A653 ss m = ATTACHED FREESTANDING ATTACHED FREESTANDING
GRADE 8.0° MAX.COL. F MAX.POST MAX.POST MAX.POST MAX.POST
•
50 G60 Z SPACING p p MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. p p
• I _ 042° ON SLAB � � SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST T§
• FOR DBL. FOR 3°x8" FOR DBL. FOR 3"x8"
• � (2) (g) F- (SPAN)'. (1) TYPE (SPAN) (1) TYPE 2•x6.5'x0.032' BEAM (1) TYPE 2x6.5'x0.032' BEAM (1) TYPE �
FOOTNOTES TO ALL SPAN TABLES: � •- TYP.
1. FOOTING SHOWN REPRESENTS LENGTH OF 16'-9" 17 14'-7" 32 I 15'-4" 16 14'-1 15'-2" 31 G ,
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 13'-7" 5' 15'-0" 19 B 14'-7" 34 J 14'-4" 14'-10' B 19 13'-8" 14'-2" 33 H 5
WHERE SLAB OCCURS, CUBED FOOTING SIZE M 11'-4" 6' 15'-3" 18 B 13'-3" 31 I 13'-7" 14'-1" g 17 13'-7" 13'-10" 31 G 6
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. � �3 0"� � r 13'-9" 20 13'-3" 34 J 13'-1" PI -19 12'-6' 13'-0" 32
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3'0° MAX. 3.0 14'-2" 18 12' 4" 1" H j2'-7" 13'-1" 17 12'-7" 12'-10" 30
SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3x8"X0.042" BEAM � 9.41 �� 20 g 12'-4" J 12'-2" B 20 11'-7' j 2'-j" 31 G ��
SHOWN IN THIS COLUMN OR THE MAXIMUM POST W/ DBL. 14 GA. STL. INSERT
. ^ , 18 11'-7" 30 H 11'-9" 12'-3" 18 11'-9" 12'-1" 29
SPACING SHOWN FOR THE SELECTED BEAM. / ^ ,
�' '� 8'-6" $ 20 B 11'-7" 32 J 11'-4" 11'-9" B 20 10'-10" 31 G 8'
3. THE SLAB SHALL BE A MINIMUM 10'-0': WIDE BY THE ASTM A653 GRADE 50 G60 _
MAXIMUM COLUMN SPACING MEASURED AT THE _j7,_•l�' g' , 12'-7" 19 30 H 11'-2" 11'-7" B- 18 11'-2" 11'-4" 29 G g'
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3"x8"X0.042" BEAM u-11'-3" 21 CJ 11'-0" 32 I 21 -i0'-8" 30
25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB W/ DBL. 1 Z GA. STL. INSERT 12'-O" 19 C 10' 4" 30 H 10'-7" 11'-0" 18 10'-7" 10'-9" 29 ,
EDGE SHALL BE 9 1/4" MINIMUM. P � 6'-10"
10 10'-8" 21 B 10'-4" 32 G 10'-2" B 21 9'-9" 9'-10" 30 G 10
_ ASTM A653 GRADE 50 G60
6'-2" 11' 11'-4" 19 30 H 10'-1" 10'-6" 19 10'-1" 10'-3" 29 11
SEE ALTERNATE FOOTING TABLES NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS O 10'-2" 22 C0' B 21 9'-3" 9'-0" 31 G
SHT. 9 FOR ATTACHED COVERS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED � r • 110'-1 20 g'_g" 3 j H g'_g" g'_g" j g " g'_g" 9'4
X22
Omc-
W C-0 Lf )
N cq CD
• U �
Z �
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Q
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o ) o
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Uc14
cm
rn
QRpFESSIq��
K F
� S5885
- 1 :
' OF �CAX. \FO�
•
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL "
REVISIONS �•- - -
unmc � onre oescRPrrro"
4 STEL JOB # 16-1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
& FREESTANDING
_ BEAM SPANS,
10 PSF L.L, 110-130 MPH ,
. SH - 34 •
34 OF
- .
_.
THE FULL LENGTH OF THE 3"x8" BEAM.
5'_8"
12'
9'-9" 22
`�
9'-6" 33 J 9'-4"
C
" 2g
22 .9'-0" g'_3"
12'
50 SHEETS
b
c r �
2 N
O CD
cy)
N co Lo
2
co
LZ LZ
o6
Z U rn
�0
uW>-
U o
Q OLo
.
O U) L6
U) o
�\ N
rn
Q�pF ESS 1q1��
S 5885
OF
CA1
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35 OF 50 SHEETS
E
ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3x"0.042" BEAM
3"x8"x0.042"
BEAM
DBL.
3"x8"x0.042" BEAM
DBL. 2"x6.5"x0.042"
J _
DBL 3x0.042" BEAM
M
N
O W/ DBL. 14 A. STL. INSERT
¢_
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
¢_
=
SPACING
o_
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN,
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
j o
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
C
(2) (3)
(1)
(1)
(1)
(1)
G
G
18
29'-
336
H
13'-7"
5'
18'-0"
15
B
18'-0"
29
G
21'-8"
16
B
21'-8"
31
G
20'-9"
16
B'
20'-9"
31
G
22'-8"
17
B
22'-8"
31
29'-2"
C
I
5
O
18'-0'
18
17'-6'
31
21'-8"
19
21'-2"
33
H
20'-9"
18
20'-2"
33
H
22'-8"
19
22'-1"
33
H
29'-2"
21
28'-6"
16'-416-4'
168
B
16' 416
29p
19'-9"91-9"
119
G
19'-0"9,-0"
1
g
19' 0"8'
3032
G
20
120
C
20'-
332
Cj
,6'- 26'-8"
121
E
26'-
335
H
6
6'
0'
G
C
32
19
6"
20'-8"
20-2"
26'-0"
I
r
9'-9"
B
15'-2"
29
18' 4"
17
0
17'-7"
17
C
17' 7"
30
G
19'-2"
18
C
19'-2"
31
G
24'-8"
19
E
24'-8"
33
H
7
14'-10"
30
G
18'-4"
20
C31
G
17'-7"
19
17'-1"
31
19'-2"
20
19'-2"
32
24'-8"
22
24'-1"
34
J
8'-6"
]7g'
B
14'-3"
29
17'-2"
18
416'3"31
31
G
16'-6"
18
C
16'-6"
31
G
18'-0"
18
C
18'-0"
31G23'-23'-2'
222
E
23'-222-7
333
H
81
13'-10'
29
G
17'-2'
20
C
31
16'-6"
20
16'-1"
31
18'-0'
21
18'-0"
317'-7"
J
9
C
13'-6"
30
16'-3"
18
1
G
15'-6"
18
C
15'-6"
31
G
17'-0"
18
E
17'-0"32
G
21'-1
20
E
21'-21'-3"
334
HLL
13'-1'
30
G
16'-3"
21
E
31
15'-6"
20
15'-2"
31
17'-0"
21
17'-0"
31
21'-10'
23�F'-2'.'
6'-10..10'
12'-912'-9'
120
C
12'-912-6'
300
15'S
121
G
14'-94'-9"
121
E
14'-914
332
16'-'16'-1"
121
E
16'-11'6-1"
332
G
20'-20'-9"
223
E
20'-210'-2"
334
H
10'
G
4"
E
15'-1"
32
l7
11'
12'-2"
18
12'-2"
31
14'-8"
19
14'-8"
32
14'-1"
19
E
14'-1"
32
G
15' 4"
19
E
15' 4"
32
G
19'-9"
21
E
19'-9"9.3"334I
11'
12'-2'
20
C
11'-10"
30
G
14'-8"
21
E
14' 4"
32
G
14'-1"
21
13'-8"
32
15'-4"
22
15'-4"
32
19'-9"
2412'
11'-$1,'-8'
120
C
11'-811
331
14'-114'-1"
122
E
14'-113,-9"
332
G
13'-6"3,-6"
121
E
13'-6"3-2"
332
G
14'-9"4'-9"
122
E
14'-9"4'-9"
333
H
19'-0'9-p"
224
E
19'-018'-6"
335
I
12'
4
G
}Of
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
}
=^
MAX.COL.
SPACING
F
Z) 0
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.k20'
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
52;E
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POSTCING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m �
L L
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPEAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(2),(3)
(1)
(1)
(1)
5'
18'-0"
16
18'-0"
31
G
21'-8"
17
21'-8"
33
H
"
17
g
20'-9"
32
G
22'-8"
18
B
22'-8"
33
H
29'-2"
19
C
29'- 27'-8"
337
I
5117'-8"
13'-7"
19
B
17'-0'
31
H
21'-4"
20
B
20'-7"
34
0'-4"
20
19'-8"
34
H
22'-4"
20
C
21'-6"
35
I
28'-9"
221'-4"
K
16'-4"
17
16' 4"
30
G
19'-9"
18
19'-9"
32
G
"
13
B
19'-0"
32
G
20'-�"
18
C
20'-8"9
334
G
26
223
E
26'- 25'-3"
336
I
6'
r
6�
16 -2
19
B
15'-7'
30
19'-7"
21
C
18'-9"
34
H
18'-8"
20
C
18'-0"
33
H
20' 4"
21
-8"
H
26'-3"
K
i
9._9.,
15'-2"
17
15'-2"
30
18' 4"
18
18'-4"
31
G
17'-7"
18
C
17'-7"
31
G
19'-18
121
C
19'- 1'8
333
G
24
223
E
241-
336
H
7'
7,
15'-0"
20
B
14' 4"
30
G
18'-1"
21
C
17'-4"
33
H
17'-3"
21
16'-8"
33
-10'
_2"
H
24' 4"
23'-6"
I
J
8'-6"
8'
14'-3"
18
B
14'-3"
29
17'-2"
19
C
17'-2"
31
G
16'-6"
18
C
16'-65
302
G
18'-0"7'-8"
122
C
18'-0''7
333
G
23'-2'2
2124
E
23'-2"2
335
H
8'
14 -1'
20
C
13'-6"
29
G
17'-0'
22
16'-3'
32
16'-2"
21
7
-1„
H
_9
0
1
J
7,_7..
9'
13'-6"
18
C
13'-6"
30
16'-3"
19
E
16'-3"
31
G
15'-6"
19
C
15' 6"
31
G
17'-0"
19
E
17'-0"
32
G
21'-1 "
21
E
21'-20'-8"
334
H
91
13'-3"
21
12'-9'
30
G
16'-0"
22
15'-4'
32
15'-3"
22
14'-8"
32
16'-8"
22
16'-1"
32
21'-6"
24
I
6'-10"
12'-9"
18
12'-9"
30
15'-4"
19
E
15'-4"
32
G
14'-9"
19
E
14'-9"
31
G
16'-1"
20
E
16'-1"
32
G
20'-9"
21
E
20'-9"9
334
I I
10'
1 p'
12 -7
21
C
12'-1'
30
G
15'-2"
22
14'-7"
31
14'-6"
22
14'-0"
31
15'-10'
23
15'-3"
32
20'-4"
25
-8"
6'-2"
11'
12'-2"
19
12'-2"
31
14'-8"
20
E
14'-8"
32
G
14'-1"
19
E
14'-1"
32
G
15' 4"
20
E
15' 4"
32
G
19'-9"
22
E
19'-9'8'-9"
334
I
11'
O
12 -0
21
C
11'-7"
30
G
14'-6"
23
14'-0"
32
13'-10'
23
13' 4"
31
15'-2"
23
14'-7"
32
H
19'-6"
25
r
5._8..
11'-8"1'-6"
122
C
11'-$1,'-1'
331
14'-13'-10'
223
E
14'-113'-4"
332
G
13'-6"3.-3"
223
E
13'-6'2
332
G
14'-9
223
E
14'-9
332
H
19'-� 18,-8"
226
E
19-0
334
I
12'
12'
G
H
-9"
14.-6"
4 -0"
8 -0"
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
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(IN.)
POST
SPACING
(IN.)
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POST
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TYPE
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POST
TYPE
m
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
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(1)
TYPE
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(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
(SPAN)
(1)
(p) (3)
13'-7"
5'
18'-0"
17
17'-8"
33
G
21'-8"
19
B
21'-4"
34
H
20'-9"
18
B
20'-4"
32
H
22'-8"
19
B
22'-4"
35
1
29'-2"
20
C
28'-9"
37
K
5'
O
17'_3'
20
B
16'-6'
34
H
20'-10'
21
20'-0"
36
K
20'-0"
21
19'-1"
34
I
21'-10"
21
C
20'-10'
36
K
28'-2"
23
E
6'-10'
39
ce)
16'-4"
18
16'-2"
32
G
19'-9"
19
19'-7"
33
H
19'-0"
19
B
18'-8"
32
H
20'-8"
19
C
20'-4"
34
H
26'-8"
21
E
26'-32'4'-7"
338
K
6'
r
11'-4"
61
15-10"
20
B
15'-1'
33
H
19'-1"
22
C
18'-3"
35
I
18'-3"
21
C
17'-6"
33
I
20'-0"
22
19'-1"
36
I
25'-9"
24
i
9.-911
7,
15'-2"
18
15'-0"
31
G
18'-4"
20
C
18'-1"
33
H
17'-7"
19
C
17'-3"
31
G
19'-2"
20
C
18'-
335
H
225
E
24'- 22'-9"
337
1
7'
14 -8'
21
B
14'-0"
33
H
17'-8"
22
16'-10'
34
17'-0"
22
16'-2"
33
H
18'-6"
23
1�'-8"
124
23'-10'
K
8'-6"
8'
14'-3"
19
B
14'-1"
31
17'-2"
20
C
17'-0"
32
G
16' 6"
20
C
16'-2"
30
G
18'-0"
20
C
G
23
225
E
22'-9"
337
1
81
.J
13=9
21
C
13'-1"
32
G
16'-7'
23
15'-10'
34
H
15'-10"
22
15'-2"
32
H
17'-0"
23
34
H
22'-3'
-3
K
J
7'-7"
9'
13'-6"
19
13'-3"
30
16'-3"
21
E
16'-0"
32
G
15'-6"
20
C
15'-3"
31
G
17'-0"
21
E
32
G
21'-1
23
E
21'-62'0_1
336
H
9
LL
13'-0'
22
C
12' 4'
32
G
15'-8"
23
15'-0"
33
H
15'-0"
23
14'-3"
32
H
16' 4"
24
34
H
21'-1"
26
K
6'-10..
12'-912'-3'
222
12'-711'-9'
331
15' 44'-10'
224
E
15'- 1"4
333
G
14'-9'4-2"
223
E
14'-63'-7"
331
G
16'-15'-7"
224
E
ffjq�-,
333
H
20'- 20-0"
226
E
20'-
336
H
10'
101
C
G
2"
H
19,-1"
I
6'-2"
11'
12'-2"
20
12'-0"
31
14'-8"
21
E
14'-6"
32
H
14'-1"
21
E
3'-10"
32
G
15' 4'-10"
224
E
F I
19'-9"9
227
E
19'-6"8'-2"
335O
11'-9'
23
C
11'-3"
31
G
14'-2"
2413'-7"
32
G
13'-7"
24
13'-0"
315,_811
33
-1„
121
11'-81,'-3'
223
C
11'-610
331
G
14'-113-7"
224
E
13'-113-0"
332
H
13'-6"3-0"
224
E
13'-12'-0"
332
H
14'-94.-2"
225
E
H
19'-0"s'-3"
227
E
18'-817'-6"
335
I
12'
9'
G
32
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S 5885
OF
CA1
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 16-1071
DATE 03-09-16
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35 OF 50 SHEETS
E