BPAT2015-00237
i
78-495 CALLE TAMPICO I V VOICE.(760) 777-7125
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
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 Busi ss and Professions Code,
and my License is in full force and effect.
License Class- C33, C51 License No.: 855623
Date: Contractor: Z
��
OWNER -BUILDER D CLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any.violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(1 I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
( ) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec..7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon; and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
I ) I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION.LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097,.Civ. C.).
Lender's Name:
Lender's
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 rk for which this permit is issued.
'I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: 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 shoulp<pine subject to the
workers' compensation provisions of Section 3700 of t abor Code, I shall forthwith
comply with th se provisions.
'� o
Date: % C_] Aoolicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that theabove informs is correct.
I agree to comply with all city and county ordinances and state laws r ting to building
construction, and hereby authorize representatives of this city to a fr upon the above-
mentioned pro erty for inspection purposes. O
Date: Signature (Applicant or Agent):
r J
Date: 4/15/2015
Application Number:
BPAT2015-0023
Owner:
Property Address:
57755 BARRISTO
GARY JENSON
762500008
57755 BARRISTO
Z:
Ap lication Description:
JENSON/556 SQUARE FOOT PATIO COVER AT BACKYARD
LA QUINA, CA 92253
Property Zoning:
Application Valuation:
$9,000.00
V2
a
o
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a
Applicant:
Contractor:
Lfz
3 u
ANILOM INC DBA GOLD STAR
CUSTO
ANILOM INC DBA GOLD STAR CUSTO
T�A
Lt
42-335 WASHINGTON STREET
42-335 WASHINGTON STREET
nv'—
CD
>
SUITE F363
SUITE F363
-
U
PALM DESERT, CA 92211
PALM DESERT, CA 92211
(760)641-7544
ri
Llc. No.: 855623
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 Busi ss and Professions Code,
and my License is in full force and effect.
License Class- C33, C51 License No.: 855623
Date: Contractor: Z
��
OWNER -BUILDER D CLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any.violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(1 I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
( ) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec..7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon; and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
I ) I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION.LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097,.Civ. C.).
Lender's Name:
Lender's
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 rk for which this permit is issued.
'I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: 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 shoulp<pine subject to the
workers' compensation provisions of Section 3700 of t abor Code, I shall forthwith
comply with th se provisions.
'� o
Date: % C_] Aoolicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that theabove informs is correct.
I agree to comply with all city and county ordinances and state laws r ting to building
construction, and hereby authorize representatives of this city to a fr upon the above-
mentioned pro erty for inspection purposes. O
Date: Signature (Applicant or Agent):
ab1smtcff
Owners Association
April 11„ 2015
Gary Jensen
57755 Barristo Cir.
La Quinta, CA 92253
Via email only:
RE: 57755 Barristo Cir.
Dear Mr. Jensen:
In accordance with your request, please be advised that you do not need architectural approval for
your backyard improvements, provided that the pergola is not visible from the common area or is
of such a height as to be a visible nuisance to the neighbors.
Sincerely,
Rosie Galla, CCAM
Community Association Manager
On Behalf of the Board of Directors
Santerra Owners Association
Bin #
City Of La QUinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quanta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
'�P►`►� ��—�23
ProjectAddress: 7�/ �j`� �� rri S+o
Owner's Name: Ga $
A P. Number
Address: 7S - f3Q,-vV.3 o
Legal Description:
Contractor: � Qac %
City, ST, Zip:y4-
Te phone:
Address: 7Z35- W&gki ,�D 4s
ProjectDescription:
City, ST, Zip: (,tn -e
/wu uo 0- tdaod Cc t� l (� (5-1 02,errl'
Telephone: bi% ] Q
State Lic. # : City Lie. #;
Arch., Engr., Designs:
Address:
City., ST, Zip:
vs '
Telephone:
.rw
z .�����• ��
State Lie. #; `, $�.
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: �W*
Sq. Ft.: .5 S ,(o
I # Stories:
—# Units:
Telephone #,of Contact Person: (g O
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
11
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance.
Title 24 Calcs.
Pians picked up
Construction
Flood plain plan
.Plans resubmitted
Mechanical
Grading plan
2° Review, ready for correctionsfissue
Electrical
Subcontoctor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
BILIEW
UP115
Total Permit Fees
CIT1 OF LA QUINTA
COMMUNITY DEVELOPMENT
4
6
FINANCIAL INFORMATION
DESCRIPTION
ACCOUNT QTY
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306 0
$1.00
$0.00
PAID BY
''METHOb RECEIPT #
CHECK #
CLTD BY
'Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00' $0.00
DESCRIPTION.
ACCOUNT
QTY
' AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$1.17
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $1.17 $0.00
TOTALS:0. $0.00
Description: JENSON/556 SQUARE FOOT PATIO COVER AT BACKYARD
ADDITIONAL
Type: PATIO COVER
Subtype: Status: UNDER REVIEW
Applied: 4/10/2015 SKH
Approved:
Parcel No: 762500008. Site Address: 57755 BARRISTO LA QUINTA,CA 92253
Subdivision: TR 32225
Block: Lot: 8
Issued:
Lot Sq Ft: 0
Building Sq Ft: 0 Zoning:
Finaled: '
Valuation: $9,000.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
Details: PATIO COVER - 556 SQ FT PATIO COVER [DURALUM SPECIFICATIONS]. DOES NOT INCLUDE ELECTRICAL. 2013 CALIFORNIA BUILDING
CODES.
Printed: Wednesday, April 15, 2015 11:35:05 AM 1 of 2 J
SYSTEMS
ADDITIONAL
CHRONOLOGY TYPE STAFF NAME.
ACTION DATE
CHRONOLOGY
COMPLETION DATE
NOTES
PLAN CHECK SUBMITTAL
RECEIVED
STEPHANIE KHATAMI
4/10/2015
4/10/2015
CONDITIONS
CONTACTS
NAME TYPE•
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
ANILOM INC DBA GOLD STAR CUSTO
42-335 WASHINGTON
STREET
PALM DESERT
CA
92211
(760)564-1549
CONTRACTOR
ANILOM INC DBA GOLD STAR CUSTO
42-335 WASHINGTON
STREET
PALM DESERT
CA
.92211
(760)564-1549
OWNER
GARY JENSON
57755 BARRISTO
LA QUINA
CA
92253
(760)564-1549
Printed: Wednesday, April 15, 2015 11:35:05 AM 1 of 2 J
SYSTEMS
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
By .
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
PATIO COVER, STD,
.101-0000-42404
0
$97.17.
$0.00
OPEN
PATIO COVER, STD,
101-0000-42600
0
$95.72
$0.00
OPEN PC
Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00
SMI - RESIDENTIAL
101-0000-20308
0
$1.17
$0.00
Total Paid forSTRONG MOTION INSTRUMENTATION SMI; $1.17 $0.00
TOTALS:0. $0.00
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED
DATE DATE
RESULT REMARKS NOTES
FINAL" BLD
PARENT PROJECTS
Printed: Wednesday, April 15, 2015 11:35:05 AM 2 of 2 C
SYSTGAAS
- 6'-5"
20'-O8"
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
10'-32"
15'-7"
20'-4T76-"
PATIO COVER SYSTEM AS MFG. Bl': DURALUM PRODUCTS, INC.
1 DESIGN REQUIREMENTS
GENERAL NOTES: WIND sPi=ED'COi11VERSiON TABLE:
..
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
° ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IR(
UND 2013 CRC SECTION AH105.2 FOR 10 psi RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20.25 AND:
A
psf-RESIDENTIAL.AND,COMMERCIAL CONSTRUCTION. i
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
2 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,
o 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.
3 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
112 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
o CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
4 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES: IN
ACCORDANCE WITH ASCE1SE17.
° 17. THE RATIO (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
5 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAYBE 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 1DO PSF/FT x 2 PER
TABLE 1808.2 AND SECTION 1806.3.4.
23, EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
i 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICG -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 AP_P_ENDI) 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: 11, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
S. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S. = 0.6, S°s = 1.0, S. 0.50
RESPONSE MODIFICATION FACTOR, R:1.25
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-
i 10 MVR
ROOF / SNOW LOAD:
I C) #- Ll_
STRUCTURAL.
ENGINEERING FIRM
�TC�ENG/NEER/NG
STRUCTURAL ENGINEERING
109 EAST ESCALONES PHONE: (949)3U -93n
T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE. CA 92672 FAX: (949) 388-3773
SH -1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER
SH -2 ............OPEN LATTICE STRUCTURES OF RECORD:
SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT:
SH -5 ...........MINIMUM FASTENERS
SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
SH -8 ............EXISTING EAVE CONNECTION DETAILS
SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH -10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
SH - 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPF
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPF
SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPI
SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPI
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPI
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPI
SH -47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES _
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
DUSTIN K. ROSEPINK, SE 5885
BRADLEY STEVENS
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S58 .
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
i
i
a
REVISIONS f
MRK DATE DESCRVDDN
I
I
(
ggt
4 STEL JOB 151071-1 1
DATE Y312015 !
DRAWN BY MAP
CHECKED DKR E
s
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
i
T-0
0OF50SHEETS
0
2
o
3
o
4
1
8
0 t o F o
SOLID PANEL STRUCTURES
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.•
"O.H." NOT TO EXCEED 25% -
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
31/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
POS -W sPAIJV
IES
BEAM - SEE TABLES
FOR POST SPACING
NOT TO
OF S
�LO1'1'ABLE SP,�
FOOTINGS ✓ W
SEE TABLES \j/ NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% - —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES —
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
FOOTINGS
MIN. 0.25" SLOPE
PER FT
%-O rSrS SF's
�- BEAM - SEE TABLES
FOR POST SPACING
O H NOT T�II
OF g
ALO SLE SP,aN
W
SEE TABLES "" NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
204 1'—
W cD c6
W FNM
rn
OZ U rn
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c�
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FSS 1
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5885
1
Of 1 q*L
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
"IRK wn= oESCranon
4 STEL JOB A 15-1071-1
DATE 3/3f2D15
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
1 OF 50 SHEETS
p . I
ROOF
ROOF
ROOF PANEL SEE TABLES SEE DETAIL
ATTACHMENT
A, B 8 C,
�
LENGT
OVERHANG,
OR WOOD, OR
ATTACHMENT
SEE DETAIL A, B & C.
ROOF PANEL TABLES
.-
LE NGT
OVERHANG,
OR WOOD, OR
SHEET 4 FOR ROOF
Alllp OFS,
SEE SHEET B
ANO OF STRUC
CONCRETE
PANEL ATTACHMENT TO
SHEET 8
Sy
NO UR
WALL SEE
SHEET 4 FOR ROOF
SI lAL
O
WALL SEE
SUPPORTING
TNEPRO LESS l ES
SHEET 8
PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT.
SUPPORTING WALL
�Rt� /ES
THE P
/30,/ ESS
SHEET 8
FCL 7-,
HANGER &BEAM.
HANGER & BEAM.
O.
SPAN
O.
"O.H." NOT TO EXCEED 25%
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
OF ROOF PANEL
ALLOWABLE SPAN
SEE
ALLOWABLE SPAN
DETAIL 11, SHEET 12�
B
SEE DETAIL 11, SHEET 12�
B
FOR MANDATORY
PO TT SPAN /
BEAM -SEE TABLES
FOR MANDATORY
PSp /
BEAM -SEE TABLES
NO BEAM SPLICE AT
SFE G
=
NO BEAM SPLICE AT
SEE TigB�ES NG
FOR POST SPACING
H
_
EXTERIOR POSTS.
Tge�Fs
EXTERIOR POSTS.
POSTS, SIZE VARIES
O•LLN
OT
m
POSTS, SIZE VARIES
EkC NOT QH TO
SEE SHT. 11 FOR MINIMUM
2S o pF TOEkC
B�MgLLOW�LE
N
SEE SHT. 11 FOR MINIMUM
OF EEO 25/
NUMBER OF REQUIRED COLUMNS
NUMBER OF -REQUIRED COLUMNS
ALLOWABLE ABLE
SP
SP
AIV
3 1/2" SLAB ATTACHMENT
3 1/2" SLAB ATTACHMENT
MAY BE USED
WHERE PERMITTED.
NOTE: NO SPLICE AT EX IOR POSTS
MAY BE USED
WHERE PERMITTED.
SEE TABLES
SEE TABLES
NOTE: EACH COMPONENT IS INTER-
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED
CHANGEABLE WITH ANY OTHER
FOOTING WHERE REQUIRED
CHANGEABLE WITH ANY OTHER
SEE TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
SEE TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
TYPE "B" ATTACHED MULTISPAN
W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.•
"O.H." NOT TO EXCEED 25% -
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
31/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
POS -W sPAIJV
IES
BEAM - SEE TABLES
FOR POST SPACING
NOT TO
OF S
�LO1'1'ABLE SP,�
FOOTINGS ✓ W
SEE TABLES \j/ NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% - —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES —
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
FOOTINGS
MIN. 0.25" SLOPE
PER FT
%-O rSrS SF's
�- BEAM - SEE TABLES
FOR POST SPACING
O H NOT T�II
OF g
ALO SLE SP,aN
W
SEE TABLES "" NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
204 1'—
W cD c6
W FNM
rn
OZ U rn
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ww``'
c�
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Q ch
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FSS 1
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5885
1
Of 1 q*L
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
"IRK wn= oESCranon
4 STEL JOB A 15-1071-1
DATE 3/3f2D15
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
1 OF 50 SHEETS
p . I
,
f
7
8
A o B o C o D o E o F
RAFTER, SEE TABLES
' MAX. O.H.
25% OF RAFTER
ALLOWABLE
q�4o SPAN
t �1@Sp /G
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
G G•
�A fi0
EXTERIOR POSTS
f �
9
1■1
�
LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIESy,�C
Lu
x
AD��SA
•�\GROG•
G
MANDATORY BEAM SPICE - SEE
NO BEAM SPLICE AT
SFS
EXTERIOR POSTS
NO BEAM SPLICE A7
ApS�SA
WALL LEDGE
ROOF OVER
SEE DETAIL,
SHEETS.
O�
N x
POST WITH SIDE PLAT S
SEE SHT. 11 FOR MINIMUM
NUMBER OF REOUI
COLUMNS
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
NOTE: EACH COMPONENT IS'ITER- SF SA9 vy� PERMITTED.
FT C/A SEE TABLES
CHANGEABLE WITH ANY OTHER�'�,
COMPONTENT UNLESS OTHERWISE'SHOWN. FS �� FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES
MAY NOT BE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. O.H.
25% OF RAFTER , O.H�A
JC.
f �
'Cn �pG
MANDATORY BEAM SPICE - SEE
LENGTH OF STRUCTURE VARIESy,�C
Lu
x
DETAIL 11, SHEET 12
•�\GROG•
G
MANDATORY BEAM SPICE - SEE
NO BEAM SPLICE AT
DETAIL 11, SHEET 12
EXTERIOR POSTS
NO BEAM SPLICE A7
O
OST CROSSECTI
SSEE
EXTERIOR POSTS AID S
POST DETAI
ST
FF T� qC/N
LENGTH OF STRUCTURE VARIESG
�S C'
POST WITH SIDE L TES
3 1/2' SLAB
S -T)- ASOgI
SsT9@
MAY BE USED
NOTE: EACH COMPONENT IS INTER-
AQ
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
sF SrsA
FTgg�FStiG
FOOTING, SEE
COMPOTENT UNLESS OTHERWISE SHOWN.
COLUMNS
3 1/2' SLAB ATTACHMENT
TABLES
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
sF SAq
STge�FSG
MAYBE USED WHERE
— MAY NOT BE COVERED.
COMPOTENT UNLESS OTHERWISE SHOWN.
FOOTING SEE TABLES
TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
RAFTER,SEE
MAX. O.H.
251/6 OF RAFTER
ALLOWABLE
SPAN I-�
� n �
y
WALL LEDGER OR
/Sl/n,GB ROOF OVERHANG,
SEE
/—SHEETS.�LA,BBC
'
f �
MANDATORY BEAM SPICE - SEE
Lu
x
DETAIL 11, SHEET 12
•�\GROG•
NO BEAM SPLICE AT
EXTERIOR POSTS
��
O
LENGTH OF STRUCTURE VARIESG
POST WITH SIDE L TES
S -T)- ASOgI
SsT9@
SEE SHT, U FOR MINIMUM
NUMBER F
C/NG
REQUIRED
SFS
NOTE: EACH COMPONENT IS INTER-
AOsso
qhi
COLUMNS
3 1/2' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
sF SAq
STge�FSG
MAYBE USED WHERE
COMPOTENT UNLESS OTHERWISE SHOWN.
PERMITTED-
SEETABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
TABLE
LENGTH OF STRUCTURE VARIES I�'`G
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12 POST CROSS-SECTION,
NO BEAM SPLICE ATS`OTTSAq SEE POST DETAIL,
EXTERIOR POSTS
S MAY E USED
NOTE: EACH COMPONENT IS INTER- AOST TO IN
FOOTING, SEE
CHANGEABLE WITH ANY TABtEs
COMPONTE T UNLESS OTHERWISE SHOWN. S�FTq@pFs/�G I�
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES
MAY NOT BE COVERED.
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
V C�i
W`
(.06
W �Nco
w0'�'?
UL
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Z a~
u�w
WUJM
C7
O Q Co
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co
S5.885 -
OF 5885 -OF Cpl\F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
9
p�
3
REVISIONS Q
MAM Dnh D¢scrswnoH
1`
4 STEL JOB ffi 151871-1
DATE 3rJ/2815 ypg
DRAWN BY MAP
CHECKED DKR 44BI
OPEN LATTICE
i
STRUCTURES
SH -2
J 2 OF 50 SHEETS 8
A o B o C o D o E o F o G e n e 1 o
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
24" TRI -"V" PAN 12"x 3 1/2"W PANEL 6"/ 8"x 2X2• FLAT PAN
.09R (I.S.
4a R=.117' n• b7•
25• .3s• .{o• .n• ieo• Irl '
b7' .40' .75' .43' .{5' "(ALL.UNMARKED RADII .ObR)
T� (SEE TABLEo BELOW) 65. T- (SEE TABLE .70' 25'
2 6' r L o• 25•BEI.Dv) �,T= (SEE TABLE BELOWz 7•
.40'45' .35' 7 ' b5' TYP..403.00' SO' .50' --+ASO' 10' �. 3�' 40' 1.92' .75' 1.92'
2 .433' l.3' 1.3' .433'
4A0' 72A' '/8A0'
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
o�
FIM
o�
nm
7�
im
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 25 30 40 50
24' TRI -"V" PAN
- 0.88 0.83 0.75 0.80
24•x2X2-X0.018• 0.85
0.80 0.65 0.65 - -
LUSL
PANEL -r
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXPA
EXP.0
EXP.B
EXP.0
13'-9"
(IN.)
.020(l)
10'-3•
10'3"
10'3•
10•-3•
10'-3•
10'-3•
.018
11'-1 •
11-2•
10'-r
10'-r
9'-11'
15'-3•
15'-3"
s•-0•
e'-6•
a• -r
s' -r
e' -r
r -s•
.024
12'-3•
12'3•
12'-3•
1z-3'
12'-3•
1z-3'
10
.024
12'-r
12'x•
10
1 T-7•
10'4'
9'-9'
9-9'
!Y- -
9'-3•
8'-7•
.032
14'-3•
14'3•
14'-3'
14�14'-3-14'-3'
.032
15'-6"
14'-9"
14'-9'
14'-0•
14'-1•
13'-3'
12'-8"
12'-1"
12'-1'
19'-7"
19'-7'
10"r
.040
81-4'
8'4'
8'4'
8'4'
8'4"
8'4'
.018
1T-7'
16' 8'
16'-9'
15'-9•
16'-0•
15'-0"
11'-3•
11'-3•
11'-3"
11'-3•
7'-2•
11'-3"
.020(1)
10'-1•
10'-1"
10'-1"
10'_1•
10'-1•
10'_1•
20
.02a
t(Y-1•
W-6-
9' 6'
9'-0'
9'-1'
8-8'
12'-0"
8•-E'
8'-4
8'-5'
V 1•
8'-1"
7'-9•
.024
12•-1"
12'-1•
12'-1"
1z-1-
12'-1-
1z-1•
.032
10'-9'
10'-9"
10'-3•
10'4•
9'-10"
zo
10'-9•
10'3•
10
14'$•
14'-8'
9'-9'
T-3•
7'-3•
7'-3'
T-3'
r-3"
r-3'
.018
13'-3•
12'-9"
12'-9
12'4'
12'4•
11'-7'
7'-8"
T-4'
T 4•
T-1•
7'-1•
6'-10•
8'-9•
8'-9"
8 .
8'-9•
8'-9•
8'-9•
25
.024
1s• -r
,a' -r
,a' -r
13'-8•
14'-1•
13'-2'
8'-0'
8'4'
8'-5'
8'-1'
S.A.
7'-9•
9'-8•
9'-8•
9' 8'
9' 8'
9•-8•
9' 8'
.032
9'-10'
9'-3'
9'S'
9'-0"
8'-6•
12'-0'
12'-0•
12'-0•
12'-0"
12'-0"
12'-0"
6•-r
6'-r
6•-r
6'-r
6'-r
6'-r
.018
10'-r
10'x'
10'-2•
9'-9•
25
7'-3'
7' 0"
7'-0•
6'-9•
6-10•
6'-r
13•_2"
8'-3•
8'-3'
8'-3'
8'-3'
8'-3•
8-3-
30
.024
13'-1'
12'-r
12' 8'
12'-2'
12'-3'
11•-0"
14'-2"
8'-0'
7'-9"
7-9'
T-5•
14'-r
9'-1•
9'-1'
9'-1•
9'-1"
9'-1"
9'-1'
032
15'-0'
14'4•
14'-2T"
13'-r
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 LIVE/SNOW LOAD, psf
20 25 30 40 50
irx334•XO.020" -
- 0.88 0.83 0.75 0.80
24•x2X2-X0.018• 0.85
0.80 0.65 0.65 - -
24-x2 -xO.024- 0.90
0.88 0.70 0.65 - -
24•xZW4.032• 0.90
0.88 - - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
2
W cti4 mlo
W
c/) 04
M
0
W aw
U) Lu
W LLI M
co
M
U M
00Z
�M
C37
S5..85
1
OF CAOF&
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
WM wre MsawnoN
4 STEL JOB It 1SiD71-1
DATE 3/32015
DRAWNBY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
I
SH -3
3 OF 50 SHEETS
12" x 3 1/2"W PANEL
LLISL
PANEL -r
(IN.)
110 MPH SPAN
I 120M SPAN
1 130 MPH SPAN
EXP.B EXP.0 EXP.B I EXP.0 EXP.B I EXP.0
13'-9•
13'-9•
13'-9'
13'-9"
13'-9"
13'-9"
.020(l)
12'-0•
11'-1 •
11-2•
10'-r
10'-r
9'-11'
15'-3•
15'-3"
15'-3"
15'-3•
15'-3'
15'-3'
.024
13'-2'
12'-r
12'x•
10
1 T-7•
17"-r
17'-r
171-7•
17'-7'
1 T -r
.032
15'-6"
14'-9"
14'-9'
14'-0•
14'-1•
13'-3'
19'-7•
19'-r
19'-r
19'-7"
19'-7'
19'-r
.040
1T-7'
16' 8'
16'-9'
15'-9•
16'-0•
15'-0"
11'-3•
11'-3•
11'-3"
11'-3•
1,'-3"
11'-3"
.020(1)
t(Y-1•
W-6-
9' 6'
9'-0'
9'-1'
8-8'
12'-0"
12'f•
12'-6"
12'-6"
12'-0•
1r-0•
.024
10'-9'
10'-9"
10'-3•
10'4•
9'-10"
zo
14'-8'
14'-8-
id'3•
14'$•
14'-8'
14'-0"
032
13'-3•
12'-9"
12'-9
12'4'
12'4•
11'-7'
16'-3•
16'3•
16'-3.
16'-3•
16'-3"
16'-3"
.040
1s• -r
,a' -r
,a' -r
13'-8•
14'-1•
13'-2'
11'-1'
11'-1•
11'-1'
1.020(1)
�81
9'-10'
9'-3'
9'S'
9'-0"
8'-6•
12'-0'
12'-0•
12'-0•
12'-0"
12'-0"
12'-0"
.024
10'-r
10'x'
10'-2•
9'-9•
25
13'-r
13'-r
13'_2•
13•_2"
13•_2•
13•_2"
032
13'-1'
12'-r
12' 8'
12'-2'
12'-3'
11•-0"
14'-2"
14'-2"
14'-2'
14'-2"
14'-2•
14'-r
.040
15'-0'
14'4•
14'-2T"
13'-r
13'-8-
13'-0"
10'-0-
10'-6•10'-6"
10'-6•
10'-0•
.020(l)
9-r
8'-9"
81-11•
8'-5•
8'-6"
8'-2"
11'-3•
11'-3•
11'-3•
11'-3'
11'-3'
11'-3'
.024
10' 6'
10'-1 •
10'-2•
9'-r
30
12' 6'
12•-6•
12'_6
12'-6•
12* -6'
12'-6'
o3z
,rte•
12•-r
, r-,
1 r-6"
1 rte•
111-1"
13'4'
13'4'
13'4'
13'4"
13'4"
13'4•
.040
14'-2•
13'$•
13'-W
IT -D'
13'-3•
12'-6"
9'-1'
9-1•
9-1'
9'-i'
.0zo(,)
�7-
B'3'
8'-1'
81'
r-10'
7'$"
10'-3•
10'3'
10'3•
10'-3•10-3"
10'-3'
.024
40
11'4•
11'4"
1114'
11'4•
11'-4"
11'4•
.032
12'-2•
12'-r
1z-2•
12'-2-
12•-2"
1z'-2•
040
1z 8'
12'4'
12'4•
12'-1'
1Y-11
,1' 8•
8'-r
8'-2•
V 2"
8' -7
a, -
.020(l)
7'-1'
T-1'
7'-,'
6•_11•
6•_11•
6'-9'
9'-2"
9-Y
9-r
9'-2'
9'-2'
9'-r
.024
r-10'
r 10'
T-8'
7' 8"
7' 6'
50
10'-r�O7-10'-r
10'-r
1o'-7"
,0'-r.032
9
9 -r
9 -3'
9'-5"
6'-,1'
11'-3'
11'3•
11'-3•
11'-3"
11'-3•
11'3•
.040
11'-0•
10'-10`
10'-10"
101_7•
10' 8'
10''
2
W cti4 mlo
W
c/) 04
M
0
W aw
U) Lu
W LLI M
co
M
U M
00Z
�M
C37
S5..85
1
OF CAOF&
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
WM wre MsawnoN
4 STEL JOB It 1SiD71-1
DATE 3/32015
DRAWNBY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
I
SH -3
3 OF 50 SHEETS
o v U t o F o G o m o
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED -a
FIGURE INDICATES FREESTANDING
m 5
2 r-
M
w U)�
o< -
w aF
VU)LIJ w -
—
W W ch
M
C5 U a'
`— Z Co
U)m
�r
rn
49 �FEss icy
a
S5 85
1�
OF CA0�.
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
MU APPROVAL
1
i
REVISIONS i
Mkac on>E nFstnFMN
I
4 STEL JOB ffi 151071-1 i
DATE 3!9!2015
DRAWN BY MAP
CHECKED DKR i
s!
d
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
]i
SH -4
4 OF 50 SHEETS i
TABLE 1
TABLE 2
TABLE 3
(2)
2"x6 %" AND
WALL HANGERS, 3"x8" AND
EXTRUDED AND 3"x8"
WITH
6 %2" ROLL FORMED
BEAMS
STEEL HEADERS
STEEL
INSERT HEADERS
NUMBER OF N❑.14 TEK OR
SMS
SCREWS
NUMBER OF
N❑.14 TEK OR
SMS
SCREWS
NUMBER OF NO.14 TEK OR
SMS SCREWS
>-
PER
FOOT OF BEAM
LENGTH
<m:
PER
FOOT OF
WALL HANGER
AND
BEAM I
qNG1
H
PER
FOOT OF BEAM
LENGTH
3
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH
120 MPH
130 MPH
EXP. B EXP. C
EXP. B EXP. C
EXP. B EXP. C
EXP. B EXP. C
EXP. B EXP. C
EXP. B EXP. C
EXP. B1 EXP.
C EXP. B EXP. C
EXP. B EXP. C
~
~
I-
5
1
1
1 1
1
2
5'
1
1
1 1
1
1
5'
1
1
1 1
1
1
1
2
2 2
2
2
1
1
1 2
2
2
1 1
1 1
1
1
6
1
1 2
2
2
6'
1
1
1 1
1
2
6'
1
1
1 1
1
1
2
2
2 2
2
3
1
2
2 2
2
2
1 1
1 1
1
1
71
12
1
1 2
2
2
7,
1
1
1 2
2
2
7,
1
1
1 1
1
1
2
2 3
3
3
2
2
2 2
2
2
1 1
1 1
1
2
8
1
2
2 2
2
2
8
1
1
2 2
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
g,
2
2
2 2
2
2
g�
1
2
2 2 .2
2
g,
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 1
1 2
2
2
10,2
2 2
2
3
10'
1
2
2 2
2
2
10'
1
1
1 1
1
1
3
3 3
3
4
2
2
2 3
3
3
1 2
2 2
2
2
11
2 2
2
3
11'
2
2
2 2
-2
3
11'
1
1
1 2 1
1
2
3
3
3 4
4
4
2
3
3 3
3
3
1 2
2
2
2
12'2
2
3 3
3
3
12'
2
2
2 2
2
3
12'
1
1
1 1
1
2
3
3
3 4
4
5
2
3
3 3
2
4
2 2
2 2
2
2
13'
2
2
2 3
3
3
13'
2
2
2 3�3�3
3
13'
1
1
1 1
1
2
3
4
4 4
4
5
2
3
3
4
2 2
2 2
Z
2
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED -a
FIGURE INDICATES FREESTANDING
m 5
2 r-
M
w U)�
o< -
w aF
VU)LIJ w -
—
W W ch
M
C5 U a'
`— Z Co
U)m
�r
rn
49 �FEss icy
a
S5 85
1�
OF CA0�.
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
MU APPROVAL
1
i
REVISIONS i
Mkac on>E nFstnFMN
I
4 STEL JOB ffi 151071-1 i
DATE 3!9!2015
DRAWN BY MAP
CHECKED DKR i
s!
d
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
]i
SH -4
4 OF 50 SHEETS i
A o B o C o D o E o F o G o M o i
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
t
13=
v�
FIM
.3m
im
LUSL
^T^
(IN)
i W
z
a
nip
0.042'
3" x 8" RAFTER
gir
f
TYP.
z w
a W
rang
i"—X 6 1/2"'RAFTER S
z
a W
no
DBL. 2"x 6 1/2" RAFTER
110 MPH 120 MPH 130 MPH
LUSL
^T^
(IN)
110 MPH 120 MPH 130 MPH
LUSL
"T^
(IN)
110 MPH 120 MPH 130 MPH
EXP B EXP.0 EXP. B EXP.0 EXP. Br
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
10
.042
16"
29'-8"
26'-3"
29'-6"
26'-3"
29'-8"
26'-3"
28'-9"
26'-3"
29'-3"
26'-3"
* 3"x8" RAFTER
r `
:024
16"
16'-0"
14'-2"
15'-10"
14'-2"
16'-0"
14'-2"
15'-0"
14'-2"
15'-9"
14'-2"
13'-8"
13'-9"
.024
16"
22'-6"
19'-10"
22'-4"
19'-10"
22'-6"
19'-10"
21'-1"
19'-10"
22'-2"
19'-2"
24'-2" 24'-1" 24'-2" 23'-6" 24'-0"
13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2"
18'-4" 18'-3" 18'-4" 17'-3" 18'-2"
15'-8"
24"
21'-6"
21'-6"
21'-6"
21' 6"
21'-0"
—21-0"
10
24
11'-7"
11'-7"
11'-7"
X11'-7/
11'-7"
11'-3"
10
[24-
16'-3"
16'-3"
16'-3"16'-3"16'-3"
5'-10"
20
.042
16"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21-10"
.032
16"
20'-3" 20'-2" 20'-3" 19'$" 20'-1" 18'-2"
18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7"
.032
16"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-3" 25'-3" 25'-3" 25'-3" 25'-3"
25'-7"
24'-8"
24"
18'-9" 18'-9' 18'-9" 18'-9" 18'-9" 18'-9"
17'-10" 17'-10" 17'-10" 17'-10" 1 T-10" 17'-10"
24"
16'-7" 16'-0" 16'-7" 16'-1" 16'-1" 14'-10"
14'-8" 14'-8" 14'-0" 14'-8" 14'-8" 14'x"
24"
23'-4" 23'-3" 23'-4"22'-8" 23'-1"
20'-8" 20'-8" 20'-8" 20'-8" 20'-8"
20'-10"
20'-2"
25
.042
16"
191-8" 191-8" 191-8" 19'-8" 19'48" 19'-8"
21'-6" 21'-0" 21'-0" 21'-2" 21'-3" 20'-8"
042
16"
24'-6" 24'x" 24'-6" 23'-9" 24'-3" 23'-2"
21'-9^ 21'-9" 21'-9" 21'-9" 21'-9" 21'-2"
�2
16"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
30'-8" 30'
32'-8"
24"
16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
17'-7" 17'-7" 17'-7" 17'-4" 17'-6" 16'-10"
24..
20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0"
17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3"
24"
28'-2" 28'-1" 28'-2" 27'-4" 27'-10"
25'-1"25'-1" 25'-1" 25'-1" 25'-1"
26'-8"
24'4"
30
.042
16"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
20
024
16"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'x"
11'-9"
20
024
16"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'4"
16'-7"
17'-3"
16'-7"
24"
13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9"
15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1"
9'-8" 9'-B" 9'-B" 9'-8" 9'-B" 9'-6"
24"
14'-2" 14'-2" 14'-2" 14'-2" 14'-2"
13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
14'-2"
13'-7"
.042
16"
15'-10" 15'-10" 15'-10"
16'-8" 16-8" 16'-8" 16'-8"
.032
16"
15'-8" 15'-8" 15'-0" 15'-8" 15'-8" 15'-8"
15'-0" 15'-0"15'-0" 15'-0" 15'-0" 15'-0"
.03224"
16"22'-1"
22'-1" 22'-1" 22'-1" 22'-1"
21'-1" 21'-1" 21'-1" 21'-1" 21'-1"
22'-0"
21'-1"40
W15'-10"15'-10"'-10"
'-1"
13'-8" 13'-8" 13'-8" 13'-8"
24"12'-10"
12'-10" 12'-10" 12'-10"12'-10" 12'-9"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
2418'-1"
18'-1" 18'-1" 18'-1" 18'-1"
17'-3" 17'-3" 17-3" 17'-316"
18'-0"
50
.042
13-4 13-4 13'-4" 13'-4" 13'x" 13'-4"
15'-0 15-0 15'-0 15-0 15-0 15'-0"
.042
16"
19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
.042
16"
26'-8" 26'-8" 26'-8" 26'-0" 26'-8"
25'-6" 25' 6" 25'-6" 25' 6" 25'-6"
26'-7"
25'-6"
24"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3"
11'-2 11'-2" 11'-2 11'-2"
24"
15'-6" 15'-6" 15'-6" 15'-6" 15'-0" 15-6"
14'-9" 14'-9" 14'-9" 14'-9"
24"
1'-10" 1'-10" 1'-10" 21'-10" 1'-10"
20'-10" 20-10" 20-10" 20'-10" 20'-10"
21'-9"
20'-10"
* NOTE: SINGLE RAFTERS SPACED 16" O.C: MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
e24" O:C. MAY BE USED AT 48" O.C. WHEN DOUBLED -J
024
16"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-6"
10'-7"
11'-6"
10'-7"
11'-2"
.024
16"
15'-10"
15'-10"
16'-3"
15'-10"
16'-3"
15'-10"
16'-1"
15'-10"
16'-2"
15'-10"
15'-8"
24"
8'-1" 8'-1" 8'-1" 8'-1" B'-1" 8'-1"
9'-6" 9'-6" 9'-6" 9'-6" 9'-0" 9'-2"
24"
13' 4" 13'-4" 13'-3"
9'-3" 9'-3"" 9'-3"
12'-9"
9'-3"
.032
16
14'-4"
149"14-9"
14'-4"
14'-4"
14'-9"
14'-4"
14'-6"
14'-4"
14'-7"
14'-4"
14-2"
25
.03216"
20'-2"
20'-9"
20'-2"
20'-9"6"
A20'-2'20'-2"
20'-2"
20'-7"
20'-2"25
19'-1024"
11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1"
11'-10" 12'-0" 11'-7"
24"16'-7"
16'-7" 16'-7"
16'-7"
042
16"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'x"
17'-1"
042
16"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-0"
25'-1"
24'-6"
25'-1"
25'-1"
24"
13'-3" 13'-3"
14'-4" 14'-6" 14'-0"
24"
20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
20' 6"20' 6" 20'-6" 20'-6" 20'-6"
20'-0"
20'-0"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll
2 Cfi
\ ti
N ti
W N co
M
Z U v
O a,
W ¢�
uLLJC-3
�w�
F W LUM
M
o U rn
Co
�Qc
cn ai
�t
ESSI
S58.8.5.
OF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AW APPROVAL
REVISIONS
WM WE orsary M
4 STEL JOB 0 15.1071-1
DATE 3rmis
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
i,
SH -5
5 OF 50 SHEETS
e
0.042'
4
gir
f
TYP.
1
0 ' 024' 6.
032 6..032 '
042'
042'
.0' I -1
MAX.O'
* 3"x8" RAFTER
* 2"x6:5" RAFTER
ALUM. ALLOY 3004-H36
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-H36 OR
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll
2 Cfi
\ ti
N ti
W N co
M
Z U v
O a,
W ¢�
uLLJC-3
�w�
F W LUM
M
o U rn
Co
�Qc
cn ai
�t
ESSI
S58.8.5.
OF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AW APPROVAL
REVISIONS
WM WE orsary M
4 STEL JOB 0 15.1071-1
DATE 3rmis
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
i,
SH -5
5 OF 50 SHEETS
e
o . U t F o u 0" o I o
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
024' 6, .024' 6.
.032 .032'
.042' 042'
--MA
* 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR
OR EQUAL I EOUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
M
W (0 o6
W U) CC)
M
Z o U '*
rn
W aFP
C)
w � m
WALJ ch
M
Urn
Z 00
M
rn
d'
rn
MESS ICi�
S588-5.
1
OF CA4\�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHI APPROVAL
1
i
E
I
REVISIONS
K%RK DATE DESCRPiroN
E
4 STEL JOB i 15.-10717
DATE Y3/MIS e
DRAWN BY MAP
CHECKED DKR €
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
p�
6 OF 50 SHEETS P
z
av
TnQz
2"
X 6 1/2" RAFTER
z W
¢v
vizp
DBL.
2" x 6 1/2" RAFTER
LUSL
(IN.)
110 MPH 120 MPH 130 MPH
LUSL
^T^
(IN)
110 MPH 120 MPH 130 MPH
B EXP.0 EXP. B EXP.0
EXP B EXP.0 EXPr7t-6-
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
024
16"
9'-9"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
024
16"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-0"
14'-8"
14.6
14'-8"
14'-6"
T-6" 7'-6" 7'-6" T-6"24"11'-2"
8'-6" 8-6" 8'-6" 8'-6"
11'-2" 11'-2" 11'-2" 11'-2"
11'-10' 11'-10' 11'-10' 11'-1012'-6"
11'-2"
30
.032
16"
12'-6"
12'-6"
12'-6"
12'-6"
30
.032
16"
18'-7"
18'-7"
8' 4"18'-4"
18'-7"
18'-7"
18'-7"
18'-7"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
10'-8" 10'-8" 10'-8" 101-8" 10'•8" 10'-8"
24"
15'-3" 15'-3" 15'-3" 15'-3" 15'-3"
15'-1" 15'-1" 15'-1" 15'-1" 15'-1"
15'-3"
15'-1"
.042
16"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"
.042
16"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"22'-2"
22'-7"
22'-7"
22'-2"
24"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
12'-10 12'-10 12'-10 12'-10' 12'-10' 12'-10'
24"
18'-6" 18'46" 18'-6" 18'-0" 18'-6"V
18'-2" 18'-2" 18'-2" 18'-2" 18'-16"
9"'"'"
8'-0"
8'-0"
8'-0"
9'-1"
8'-0"
9'-1"9'-1"024
8'-0"
16"
2'-10"
12'-8"
2'-10"
12' 8"
2'-10"
12'-8"
2'-10"
12-8"
2'-10"024
12'-24"
6'-2" 6'-2" 6'-2" 6-2" 6'-2" 6'-2"
T-2" T-2" T-2" 7'-2" 7'-2" T-2"
24"9'-10"9'-10"
9'-10" 9'-10" 9'-10"
10'-4" 10'-4" 10'-4" 10'•4" 10'-4"
10'-4"
40
40
.032
16"
10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10"
11'-6" 11'-6" 11'-6" 11'-6" 11'-0" 11'-6"
.032
16"
i
16'14"
16'-1"
16'-4"
16'-1"
16'13"
16'-1"
16'14"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24"
12'-6" 12'-6" 12'-6" 12'•8" 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"
13'-9"
042
16"
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"
11'-3" 11'-3" 11'-3 11'-3 11'-3" 11'-3"
24"
16'-2" 16'-2" 16'-2" 16'-2" 16'-2"
15'-10 15'-10 15'-10 15'-10' 15'-10'
16'-2"
15-10"
024
16"
7'-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
024
16"
10'-10"
1113"
10'-10"
11'-4"
10'-10"
11'-4"
10-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'x"
24"
5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2"
5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9' 4" 9'-4" 9' 4" 9'1;" 9' 4"
8'-3"
9' 4"
032
16"
9'-9"
10'-3"
9'-9"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
032
16"
14'-8"
14' 6"
14'-8"
14' 6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
50
50
24"
T-0" T-0" T-0" 7'-0" T -D- T-0"
8'-4" 8'-4" 8'-4" 8'1}" 8'-4" 8' 4"
24"
11'-3" 11'-3" 11'-3" 11'-3"
11'-10" 11'-10" 11'-10" 11'-10" 11'-10"
11'-3"
11'-10"
.04212'-6"
16"
11'-9"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
,042
16"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-0 "
17'-9"
17'-6"
17'-9"
1 7'-6"
24"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
10'-2" 10'-2"t-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"
024' 6, .024' 6.
.032 .032'
.042' 042'
--MA
* 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR
OR EQUAL I EOUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
M
W (0 o6
W U) CC)
M
Z o U '*
rn
W aFP
C)
w � m
WALJ ch
M
Urn
Z 00
M
rn
d'
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MESS ICi�
S588-5.
1
OF CA4\�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHI APPROVAL
1
i
E
I
REVISIONS
K%RK DATE DESCRPiroN
E
4 STEL JOB i 15.-10717
DATE Y3/MIS e
DRAWN BY MAP
CHECKED DKR €
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
p�
6 OF 50 SHEETS P
1
q v
1.52'
e
6
2
0.7:
.0'<
0
am
•) �
e
SPLICE
WHERE
CCURS-
0.075'
TYP.
• c.
6.5" ROLLFORM
GUTTER FASCIA MAG BEAM
„ ALUM. ALLOY B ALUM. ALLOY
3004-1136 6063-T6
/'_,_`� D B L. 2 "x6.5"x 0.042"
ALUM. ALLOY 30W-1-136
OR EQUAL
�,'\DBL. 2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
14 GA.
A653 SS
GRADE!
G6D
.042'_
TYP.
MAX.--3.0'-�
DBL. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
v ' ALUM. ALLOY 3004-H36/
ZOR EQUAL"
DBL. 3"x8"x0.042". BEAM
W/DBL-:�-12-GA: STL: INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8' BEAM.
SPU(
WHEF
OCCUF
0.0
T'
t c t
HEADS EBR AM_T_YP_E.S=
GUrrER
EXT. CLIP
4" I -BEAM
V ALUM. ALLOY
6063-T6 14
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
.032' 3. ,
ALUM
0013" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
SPLICE T=12 GA.
WHEREI ASTI,4 A653 SS
OCCURS GRADE 50 G60
\�I .032'
4.6' ALUM.
TYP.
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E STM A653 FSS A 50 G60
4.5" MAG GUTTER
ALUM.ALLOY
6063-T6
7
0.042'
TYP.
0.024'
0.032'
0.042'
i-ASTIC-
PLUGS
BIO SM
2 24'
EAS
L^ 3 J11, HCVM. �'lJJ 1 f�� 3" SQ. ALUM. POST
@>
l� ALUAA`ALLOY 3004 H36y WITH SIDEPLATES
3" SQ. STEEL POST ALUM. ALLOY 3004-H36
F ASTM A653 GRADE 50 CP60 OR EQUAL
INSERT TW.125-
WHERE ALUM.
ICCURS ALLOY
6063-T6
7I'
0.110'
TYP.
F 7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
�L,�W/ (2) "C" INSERTS
H ALUM. ALLOY 6063-T6
NOTE:
WHERE 'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
0,075' 3. Y
TYP.
E MAG POST
ALUM.ALLOY
6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
3"x8"x0.042" BEAM
4.0'�`
MAX. '
&I -STM 14 GA. STL. INSERT
A653 GRADE 50 G60
DBL. 3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
MALUM. ALLOY 3004-H36
OR EQUAL
W/ 12 GA. STL. INSERT
N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3'x8' BEAM.
COLUMN / POST TYPES
0.024'
0.032'
0.042'
i-ASTIC-
PLUGS
BIO SM
2 24'
EAS
L^ 3 J11, HCVM. �'lJJ 1 f�� 3" SQ. ALUM. POST
@>
l� ALUAA`ALLOY 3004 H36y WITH SIDEPLATES
3" SQ. STEEL POST ALUM. ALLOY 3004-H36
F ASTM A653 GRADE 50 CP60 OR EQUAL
INSERT TW.125-
WHERE ALUM.
ICCURS ALLOY
6063-T6
7I'
0.110'
TYP.
F 7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
�L,�W/ (2) "C" INSERTS
H ALUM. ALLOY 6063-T6
NOTE:
WHERE 'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
0,075' 3. Y
TYP.
E MAG POST
ALUM.ALLOY
6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
SQ. STEEL POST
ASTM A500 GRADE B
M
W co `�'
W 07 CT>c,4 M
LLI
OZ U rn
ZQ w X
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LU W M
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NI -
03
,� FESS Ips
S58.18.5
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AFU APPROVAL
REVISIONS
ww! are DESCRVWN
I
I
i
I
4 STEL JOB # 15-1071-1
DATE 3 smis
DRAWN BY MAP ?
i
CHECKED DKR 1
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7 F
I
7I
7OF50SHEETS +
=3"SQ.xt=0.188"
=3"SQ.xt=0.250"
IH
=3"SQ.xt=0.313"
=4"SQ.xt=0.188"
=4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
M
W co `�'
W 07 CT>c,4 M
LLI
OZ U rn
ZQ w X
1-
uU)w`
LU W M
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NI -
03
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S58.18.5
OF Cpl:\F .
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AFU APPROVAL
REVISIONS
ww! are DESCRVWN
I
I
i
I
4 STEL JOB # 15-1071-1
DATE 3 smis
DRAWN BY MAP ?
i
CHECKED DKR 1
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7 F
I
7I
7OF50SHEETS +
1
0
2
0
3
3111111111
71.
.1=
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
TABLE
1
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DESIGN (E) WALL COVER
3/16' STEEL ND (E. Br* mu CAN BE
A34 FRAMING ANGLE
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS
LOADS OPENING
PROJECTION
8"
D 1/4'O HOLES,TYP. LOCATED ANYWHERE ON EAVE.
SEE TABLE 2
FASTENERS, SEE TABLE 3
"
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
STUD WALL FRAMING WHERE ONE OR MORE OF THE
10, 20 psf > g'
> 18'
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
0
0 TYP. BRACKET
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
MAXIMUM PROJECTION
FOLLOWING CONDITIONS OCCUR:
30, 40 8 SO psf > 6'
> 14'
WIND SPEED (MPH) AND EXPOSURE
AT EVERY 2x
CAUCK JOINTS AND SLOPE
R.F. OR EXT. HANGER
120, C
130, B
130, C
10
8 O
p
TO DRAIN (OPTIONAL)
CHANNEL, 2X OR 3X
2"x 4" FULL
26'-0"
O EXISTING EAVE
ALLOWABLE PROJ. TO BEAM
RAFTER BRACKET
25'-4"
LEDGER OR WALL HANGER
OVERHANG
SEE TABLE 1
26'-0"
26'-0"
WITH FASTENERS
24" MAX.)
1 114"2.6
OR 2x8 LEDGER
o
m
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
PER TABLES 3 & 4
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
20
ALUM. PANEL
2"x6" FULL OR
2"x8" NOTCHED
EXIST. RAFTERS AT I
2x WOOD STUD OR
26'-0"
26'-0"
F ER
3x ALUM. RAFTER
26'-0"
24' O.C. AT ROOF
1' MIN.
CONCRETE WALL
26'-0"
w+ R
112'W.
EXIST. FASCIA BOARD
260
'-"
OVERHANG
3
25
W 0 SIMPS13N STRUNG -BOLT 2
SS AT 48' U.C. (a,b)
(3}#14x3
20
2" x 4" FULL
2x FULL DEPTH
26'-0"
26'-0"
25'-2"
25'4"
ALLOWABLE PROJ.
EXISTING EAV
WOOD SCAB,
I,
1' MIN.
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
TO BEAM
OVERHANG
(B)
WHERE OCCURS,
S AT 36 DC.SaRb)G-BOLT 2
2" x 6" NOTCHED
NOTES PLACE 'SIKA FLEX' OR SIMILAR
SEE TABLE 1 (24" MAX.)
26'-0"
SEE TABLE 2
26'-0"
26'-0"
NOTE BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
26'-0"
9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B)(B)
40SS
SEAL W/ SAME CONNECTION'S.
EAVE CONNECTION
26'-0"
WALL CONNECTION
26'-0"
A
L EXISTING ROOF OVERHANG DESIGN LOADS,
26'-0"
Q
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2'x6' (AT 2"x61)4'ALTERNATE
EAVE CONNECTION
C'
RDL = 3 psf (MIM TO 8 psf (MAX) RLL = 20, 25,
MINIMUM RAFTERS), NOMINAL 2'x8' (AT 3'x8' MINIMUM RAFTERS)
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, & 50 psf
(B) (B) (B)
OR KILN -DRY WOOD -FILLED 2'x6X" OR 3'x8" ALUMINUM SECTIONS.
WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
50
TABLE
1
TABLE
2
TYPE AND NUMBER
OR RAFTER
OF FASTENERS
CONNECTED
REQUIRED
TO EXISTING ROOF
AT ROOF PANEL
OVERHANG
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
MAXIMUM PROJECTION
(A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
COVER
LUSL
NUMBER AND TYPE
OF FASTENERS
WIND SPEED (MPH) AND EXPOSURE
110, B
110, C
120, B
120, C
130, B
130, C
10
W 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (a,b)
a= 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
0
2"x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
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
W 0 SIMPSON STRONG -BOLT 2
SS AT 48' U.C. (a,b)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
a 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x8" FULL OR26"
2"x10" NOTCHED
'-0
26'-0"
26'-0"
-"
26'0
260
'-"
26'-0"
5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A)
25
W 0 SIMPS13N STRUNG -BOLT 2
SS AT 48' U.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)I(B)
(B)
30
S AT 36 DC.SaRb)G-BOLT 2
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B)(B)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B)(B)
40SS
yt• 0 SIMPSON STRONG -BOLT 2
AT 36' D.C. (n,b)
2"x8" FULL OR
2"x10"NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B)(B)
11'(A)
A) '(A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B)(B)
50
• 0 SIMPSON STRONG -BOLT 2
ss AT 2a• U.C. <n,b)
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
2"x 6"NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)(B)
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
TO TABLES 3 & 4:
Q. EMBED ANCHOR 3' MINIMUM
INT❑ CONCRETE WALL AND
INSTALL IN ACCORDANCE
WITH ESR -3037
b. USE 3' SQ.xY4' STAINLESS
STEEL WASHER WHEN
INSTALLING NEW WOOD
LEDGER AGAINST EXISTING
CONCRETE WALL.
c. WHERE ROOF PANEL RAIL
OCCURS, USE Y2 DIAMETER
LAG SCREW IN LIEU OF (2)
Y DIAMETER LAG SCREWS.
2"x8" FULL ORFOOTNOTES
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
2"x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) I'4 DIAMETER LAG SCEWS
(D) - DIAMETER LAG SCREW
(E) - 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"
F WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m Z_ (EXP. B & C) (EXP. B & C) (EXP. B & c) (EXP. B & C) (EXP. B & c) (EXP. B & C)
3
40
2"x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
F 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2" x 6" NOTCHED
15'-0"
15'-6"
15'-0"
15'-6"
15'-6"
15'-6"
2"x6" FULL OR
2"x8" NOTCHED
19'-6"
19'-0"
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"
(D) (D) (D) (D) (D) (D) (D) (D) (D)
7' (C) (C) (C) (C) (C) (C) (C) (C)r(D)
50
2"x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"g20'-9-
8' (C) (C) (C) (C) (C) (C) (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"
9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2"x6" FULL OR
2"x8" NOTCHED
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
2"x8" FULL OR
2"x10" NOTCHED
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
W C.D 06
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OF CAL1F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
i
I
i
i
REVISIONS 0
„m DATE DESCRFTID„
4 STEL JOB A 1510717
0
DATE 3=15 g
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
i
CONNECTION DETAILS
SH -8
8 OF 50 SHEETS
o g o C e D e E o F
HANG ER=CHAN.N.ELS_AND=MOUNT
o
ALUM. 3004-H36
IFASTENERS
.04"
2
o
c°ET8
TABLE 3
0
/t q
FASTENERS, 076
SEE TABLE 3 SHEET 8 300'
.63
25'R 05
FASTENERS,
SEE SHEET 4
20 5"
J
A- RAIL
OUS
ROOF PANEL 3:(WHEREUOCCURS)
F_
FASTENERS, w
RFF CFIFar d ALUM.ALLOY
ALUM.ALLOY
6063-T6
O ROLL FORMEDI O EXTRUDED HANGER / CONNECTION
HANGER
NOTE: THIS CONSTRUCTION 1S LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3) Y"0 LAG SCREWS L.L =(2) i14 SMS EA SIDE
20#,25#,30# L.L=(314 SMS FA SIDE
#14 SDS, 40#,5O# L.L=(4)#14 SMS EA\ IDE
1 3 PER SIDE H
--I1'
1
0
H
3"x8" ALUM
XT(E)UCCO
1, HEADER
Lu3"x8" ALUM.
RAFTER
PENETRATION BRACKET
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE
PENETRATION INTO EXISTING CORNER STUD.
HEADER BRACKET 2
1 1/2' OR 2"LATTICE
ALTERNATE 1/2"
BOLT CONNECTION
3'x 3-STLPOST (24") °
INSERT ATTACHED OR
3"x 3"STL.POST COLUMN
FOR FREESTANDING
#8 S.M.S.
DOUBLE RAFTER -
PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL
CONNECT. (8 -TOT.)
I S 4-70196"
ALTERNATE:
(2)-2x6.5" OR
\ (2)-3'x8"HEADI
`(2)-1fYBOLT
2'x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. O
H 3/4" OR 1 1/2"---
`5 I 2" x 6 1/2" OR
5" MIN. 3"x 8" ALUM.
RAFTER
1 1/2"
U -BRACKET
,\ EXISTING WOOD STUD FRAMING
's (E) STUCCO
2 CH,1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf �
2 EACH 1/2"0 z 3=1/2sLAG SCREWS L.L.=20; 25 and 30 psf
2 EACH 5/8"0 z 3-1/2" LAG SCREWS L.L=40 and 50 psf
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
RAFTER TO STUD WALL CONNECTION
#8 S.M.S. EACH SIDE
� LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x6" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2} 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:-
3"x3"x0.024' (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO.DOUBLEHEADER CONN. (
e G o
G -BRACKETS
FASTENERS,
2.740" SEE TABLE 3, SHEET 4
T=.060" w
N
FASTENERS
SEE TABLE 3 SHEET 8 0
— FASTENERS,
1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY
6063-76
OC I.R. HANGER
T= -
(J
1
ALUM.ALLOY
6063-T6
"H" BRACKET
(BEAM SPLICE TO
,"/OCCUR DIRECTLY OVER 5/8"0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
nn 6 SCREWS @ 2 -POST UNITS ccaFw IQ ImQlnF
PER SIDE t
5" #14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
1/4"0 BOLTS
3.5" 3.5"
8" BEAM
El OR M ,
SEE NOTES
BELOW 1 I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHEC
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
BEAM TO POST CONNECTION n8
EXISTING
ALUMINUM MEMBER WITH
WOOD FILL OR
NOMINAL LEDGER
(NEW OR EXISTING)
SEE NOTE, DETAIL B,
SHEET 8
FASTNERS, SEE TABLE 3,
SHEET 8
EXISTING
1" STUCCO OR EQUAL
2.5' PENS. INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER O
ATTACHMENT DETAIL
DBL. 3'xB'x0.042 BEAM
OR DBL. 2'x6.5'xO.032'/0.042'
BEAM I
X5/8' 0 ACCESS
HOLES
3' SO. POST INSTALL 6 - #14
X :y4'
LONG SDS 2 EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
DOUBLE HEADER 7
COLUMN DETAIL
ti
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OF _CAI�C
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AM APPROVAL
REVISIONS
11" a+7E DESDPIIOM
4 STEL JOB A 15-1071-1
DATE 3/J12015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS,
SH - 9
9 OF 50 SHEETS
3m
s
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
1.375"
0 R 0---,1; 75"
1.60"
1.50w-'*' n.09011 TYP.
INSTALL 1y" x 1y" x YB HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%8" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM :'T" BRACKET n
q 7/16"0 HO
FOR 3/8" A
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
.157"-
TYP-_
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16.0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET " n
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
q 1-7116.0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
c -
e
(3)-3/4"0 B
FOR POST TYPE F. G. H, I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE
POST
9" SQ. X 5/8"THK. `-' `-'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Y4" 6 Y2" 1Y4.
WELDED STEEL BASE PLATE 1 Q
3" OR 4" SO.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
0 M
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
muwc DATE DESCOnM
i
I
4 STEL JOB 0 151071-1 ;
i
DATE 3132015 i
DRAWN BY MAP
i
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING F
EMBEDMENT DETAILS
1
SH - 10
10 OF 50 SHEETS 1
COLUMN%POST_SU-RFACE---MOUNT-AND}FOOTIN.G=EMBEDMENT-DETAIL--S /-MIN-NUMBE-=R OF REQ-:CO_LUMNS,
1
D
y �
TABLE 1
TABLE 2�
2
ATTACHED ONLY
ATTACHED AND
STEELPOST�ONLY:
-r BRACKET @ 3 -SQ. POST
'
FOOTING & ANCHOR BOLTS
FREESTANDING
USE POST TYPE
W/ (4)-#14 SMS EA. SIDE OF POSTI
ALTERNATE FTG.
'
F, G, H, I, J OR K
OR 1/2' M.B. THROUGH POST
ALUM. T'BRACKET USE WITH
POST
POST POST TYPE B,C,D, OR E.
I
I I
SINGLE POSTS
FOOTING SIZE MBED_
EMBED-
CUBE SIZE SO. 1B' DEEP ' CUBE FTG.
18" 18" SQ. 12' �j
o
STEEL
STEEL."r BRACKET OR 9' SQ.
BOLTS
112 DEPTH OF
1 1
1r -22 -CUBED (1)
(2}3/8.0
17/8"
20" 21" SO. 12 �%
I BASE PLATE USE WITH
FOOTING OR
j
POST TYPE B,C,D,E,F,G,H,J OR K.
12" MIN. EMBD.
1
22^ 25" SQ. Is-
(2}3/8"8 STRONG -BOLT 2 SS SEE TABLE 1
EA BRACKET TO SLAB.
23- & 24^ CUBED (1)
(2}12"0
31/4"
_ I
' �• : 1 1r.
24" 28' SO. ?Q"
3 9 12" MINIMUM DISTANCE TO
EDGE OF SLAB.
�! i •� ��
F- Q
2S - 30' CUBED (2)
(4}12"0
3114'
26' 32 SO. •23"
33' MINIMUM DISTANCE FROM
-
~
28' 35" SO. 425'
SLAB CRACK TO COLUMN.
d
3r-34-CUBED(2)
(a -5/8.0
4'
�;
w Z
(1%" MIN. EMBEDMENT)
30" 39' SO. $26'
:' .
U) a
35'-39' CUBED (2)
(d}3/4'0
4 3/4^
32" 43" SQ. M30�
• DE TH d
(1}1/2"PJM.B.
"� : ' .
F g
34' 47" SQ. �32'
o
x9" LONG, 1" -
•'�
• Nom;;` •�
0. Q
W
40• - 4r CUBED (2)
(4}314.0
4 314"
SLAB SHALL BE IN v POURED CONCRETE
r FOOTING SEE TABLES
F O
W
36' S1' SO. 1^
GOOD CONDITION
POST
Z
NOTE. BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
38" 55" SO. tar
FOR SIZE it
POURED
4O' 6O' SO. 39,
3 1/2" MIN. SEE FOOTING
QUARE
(ICC -FS ESR -3037)
CONCRETE
SQUARE. SEE FTG
SCHEDULE IN BEAN
IN BEAM SPAN TABLE
1) MAY USE EITHER STEEL T BRACKET OR
FOOTING
SPAN TABLES
42' 64' SQ. 41
4
ALTERNATE FREESTANDING BASE PLATE
�� 69' SO. 43'
EXISTING SLAB
O ATTACHED COVERS ONLY O
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASE PLATE.
SQUARE POST EMBED.
9 INTO FOOTING
•CUBE FOOTING W/312•SLAB 'i
3m
s
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
1.375"
0 R 0---,1; 75"
1.60"
1.50w-'*' n.09011 TYP.
INSTALL 1y" x 1y" x YB HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%8" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM :'T" BRACKET n
q 7/16"0 HO
FOR 3/8" A
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
.157"-
TYP-_
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16.0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET " n
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
q 1-7116.0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
c -
e
(3)-3/4"0 B
FOR POST TYPE F. G. H, I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE
POST
9" SQ. X 5/8"THK. `-' `-'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Y4" 6 Y2" 1Y4.
WELDED STEEL BASE PLATE 1 Q
3" OR 4" SO.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
0 M
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5 5885
1
OF Cp;L\EC�-
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
muwc DATE DESCOnM
i
I
4 STEL JOB 0 151071-1 ;
i
DATE 3132015 i
DRAWN BY MAP
i
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING F
EMBEDMENT DETAILS
1
SH - 10
10 OF 50 SHEETS 1
no
o .
HE
n.
HE
0.
u■
a■
10
r
1
u
o D e
LATERAL FORCE RESISTING SYSTEM (LFRS). FOR ATTACHED COVERS
m
2"X6.5"X0.032" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. BI
EXP. C EXP. B
EXP. 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
1 4 4
5
10'
3
4 4
5 5
6
4
4 4
5 5
6
L11'
12'
4
5 5
6 5
7
13'
4
5 5
6 6
7
a=
m
2"X6.5"X0.042" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. B
EXP. C EXP. B
EXP. C EXP. B
EXP. C
5'
2
2 2
2 2
3
6'
2
2 2
3 3
3
7'
2
3 3
3 3
4
8'
2
3 3
4 3
4
9'
3
3 3
4 4
5
10'
3
4 4
4 4
5
11'
3
4 4
5 5
6
12'
3
4 4
5 5
5
13'
4
5 4
6 5
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
JBEAM SPLICE TO
° Y OCCUR DIRECTLY OVER 5/8"0 PLASTIC r.
POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE I
5• #14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
1/4'0 BOLTS
3.5" 3.5"
8" BEAM
ROL
INSULATED
VALL
HANGER
cc
I .5"
❑1 OR ❑2 1
SEE NOTES 01
BELOW I I 6 1/2" SIDEPLATE EA.
I SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT 3"SQ. POST BETWEEN SIDE PLATES
AND BOTTOM.
r POST SCHEDULE
1❑ 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"
W/ (6)#14 S.M.S. EACH SIDE. 2❑ W/ (8}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROOF PLAN ---
FASTENERS,
"�� "I 4
ROLL-FORMED*14 SMS 2 32' ac. MAX.
OR IRP (4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
SEE SHEET 4
OROOF HANGER
N14 SMS 2 32' aC.
4 MIN. PER E�
ALUMINUM S1
TOP & BOTT. 0.024'
P
OROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
Ll
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S 5885
OF Cp,I �F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
Alu APPROVAL
REVISIONS
MAW DATE DESCFW7MN
t
i
I
i
1
4 STEL JOB s 151071-1 1
i
DATE 3=15
I
DRAWN BY MAP
I
CHECKED DKR
LATERAL FORCE S
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS I
1
SH -11
11 OF 50 SHEETS
7�
a�
l�
BE -AM -T -0 -POST- TTICE TUBE TO RAFTER CONNECTION DETAILS` 4,`
SPLICE DETAILS 11 BEAM TO POST 'DETAILS 12 BEAM TO POST, DETAILS 13
SIMPLE SPLICE ' 1 FULL MOMENT
9" 24'
OPTIONAL DECORATIVE FASCIA
.57 (WOOD. ALUM. OR HARDBORO )
3" 1" 1 3" 1"1" 6" 1'1 .
(2)410 S.M.S.@ EA
I !I VALLEY, TYP.
(8 TOT II #12 S.M.S. II (12)-814 x 12" SJMS. EACH SIDE OF 3'
SO POST !<TOTAL
TYP. THICKNESS =.035 6 (24 TOT TYP. THICKNS =.035" s
u
n u d
+ + + ++ + + + + ++ `" _
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 w
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED 31u
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS (,. AS NEETCHDED BEAM
FLANGE
1 -BEAM ALUM ALLOY�Tl AS NEEDED TO CLEAR
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE GSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATESO. POST,CONNECT WEB
3" STL GBEAM THRU-BOLTO POST TS @ 4" I -BEAM,
TOTAL= (8)-1/2-0 BOLTS
.� SQ. POST A@NT I (BEAms0 THRU BOLTS
SPLICE WHE
OCCUR
ALUM.ALLOY
606376
4"I -BEAM
MOMENT GSPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
4-" I
SPLICE Wi
OCCL
0
ALUM.ALLOY
6063-T6
6 7" I -BEAM
�-1; ,2--OR'211
ALUM -
.2
8"
0
MOMENT GSPLICE
TICS TUBE- 1)- 1��2"x3" LATTICE TUBE V2,
ALUM. ALLOY 31055-1-125
.28"L 311
2"
.018
H - BRACKET,'TO POST
3" x 8" x .042" BEAM,
3" SQ. STEEL OR
MAG BEAM.
10
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
"U" BRACKET - RAFTER TO BEAM
TUBE-T-0-RAFTER�
1 112" SO., 2" SO.,
LATTICE
MIN.
"D.C. MAX.
ALTERNATE: 114'0 HOLT Wl WASHER
EA. SIDE OF 3- SO. POST
.T I
I 1 +! II
2.35' 3" SO. POST
4414 x 12' S.M.S. EACH SIDE OF 3'
SO.POST(&TOTAL
ALTERNATE 114'0 OLT W/ WASHER
EA. SIDE OF 3- SO. POST
1 a�UTTER FASCIA
3.00' 3.50. POST MAG BEAM
OR 24
3'SO. STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
V-0"
4 - #14 SDS
2'-0"
6-#14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING
FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
lv__— OPTIONAL LATTICE TUBES
#14 x 112" S.M.S. TOP
& GOTT. (2) -TOT.
� E�i
ROOF PANEL
0
00
I> (i FASTENER 6
00 GROUP
ROLLFORMED OR
00
EXTRUDED GUTTER
ALUM.BRACKET X
#14 S.M.S. @12.O.C.
FASCIA
61 12"x2"x.024
2- 1" "L" SEE TABLE
RAFTER
BRACKET - R A r f If -W TO BEAM
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
1
}Fi
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3
e
REVISIONS g
mkqx 0.01E OES01PRW1
yy�
4 STEL JOB # 15-10714 3
s
3
DATE 3r3reo15 �q
DRAWN BY MAP
CHECKED DKR Q
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS " i
SH - 12
12 OF 50 SHEETS F
u r u
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS
0
TRIBUTARY WIDTH TABLE PROJECTION
CLEAR SPAN
O.H.
z
a�
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
TRIBUTARY I TRIBUTARY= h
IWIDTH 1 112 SPAN + O.H.
�;. NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN) i
FAN BEAM FAN BEAM
J
J
HEADER
z CEILING FAN AND/ T=.075'
� OR LIGHT FIXTURE TYP.
R ( MAX. 30 lbs. )
w'
FAN BEAM
ALUM. ALLOY 6063-T6
#14x 3 1!2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
Ll C13
2 `
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MNK DATE ocsc�
i
4 STEL JOB 0 - 757071-1
i
DATE 3(J/1D1s
I
DRAWN BY - MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS j
1
SH - 13
13 OF 50 SHEETS 1
CLEAR SPAN (FT.)
O.H.
6
7
8
9
10
11 12 13
14
15
16
17
18
19
20
21
0
3
4
4
5
5
6 6 7
7
8
8
9
9
10
10
11
1'
4
5
5
6
6
7 7 8
8
9
9
10
10
11
11
12
2'
5
6
6
7
7
8 8 9
9
10
10
11
11
12
12
NP
3'
-
7
7
8
8
9 9 10
10
11
11
12
12
NP
NP
NP
4'
-
-
-
9
9
10 10 11
11
12
12
NP
NP
NP
NP
NP
5'
-
-
-
-
_
11 1 11 12
12
NP
NP
NP
NP ;.
NP
NP
NP
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
TRIBUTARY I TRIBUTARY= h
IWIDTH 1 112 SPAN + O.H.
�;. NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN) i
FAN BEAM FAN BEAM
J
J
HEADER
z CEILING FAN AND/ T=.075'
� OR LIGHT FIXTURE TYP.
R ( MAX. 30 lbs. )
w'
FAN BEAM
ALUM. ALLOY 6063-T6
#14x 3 1!2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
Ll C13
2 `
f-
f
cV ti
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$.5..85
OF tp0x--
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MNK DATE ocsc�
i
4 STEL JOB 0 - 757071-1
i
DATE 3(J/1D1s
I
DRAWN BY - MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS j
1
SH - 13
13 OF 50 SHEETS 1
A o a o C e D o E o F o G o H o I o J
z
0
3
4
0
S
i
BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS ATTACHED FREESTANDING SOLID COVERS
10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
l s2 -
r, � A 6.5" ROLLFORM
[-0.61; GurTER
�9'
EXT. CUP
ATTACHED SOL/D FREESTAND/NG SOLID
SPLICE MAX.COL ¢ r
SPLICE WHERE SPACING S o MAX•POST FTG. MIN. MAX.POST FTG. MIN. ] p
_ occuas ON SLAB 1° SPACING (IN,) POST SPACING (IN.) POST m
T=12 GA.
6. 2. 7' SPLICE occuRSE ASTMA653SS cc (2),(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE �
0.73• WHERE 4 • GRADE 50 G60� 3, ' G 13'-7" 5' 11'-9" 18 B 11'-9" 26 G 5'
occ I If 0.070' 4, 032' O 11'-s" 20 11' d" 28
0.065'
036' 0.075' p 3 TYP. TYP. ALUM, r" 10'-9" 18 110'-9" 26 ,
2. 8' TYP. I I 2.(4- _ r 11'-4" 6' B (jI 6
10'-9" 21 10'-4" 27
9'-8" T 10'-0" 21 B 9'-8" 27 G 7`
.93 3.0' 3.0' .00' V9'-4" 19 9'-4" 26
3" SQ.x0.032" ALUM. BEAM "..� 8'-6" 8'BG8'
6.5"ROLLFORMMAG BEAM 4" I -BEAM 4.5" MAG GUTTERW/ 12 GA. STL. "U" CHANNEL'�//�� 229-1"26AALUM.ALLOYBALUM.ALLOYCALUM.ALLOYEASTMA653SSv/7_7"9'20 ff B8'-10" 27^9'
606376606376606376606376GRADE50G60�226'-7"26V(ns'-s"10'20B6's"27Go'
23 8'-1" 27
6'-2" 11' 8'-1" 21 C 8'-1" 27 G 11'
rw.IsO 8'-1" 23 7'-9" 28
SPLICE ALUM. r' 7'-8" 21 [75'-8" 28
WHERE ALLOY 5'-8"
occuRs 6063-T6� 2` 7'$" 24 7'-6" 28 G 12'
6.6 6' 7. ' g .
0.110'
1.042' 6' 032' 6' 0.042'
TYP. TYP. TYP. TYP. ¢= ATTACHED SOL/D FREESTANDING SOLID Q
^^� SPACING � o MAX.POST FTG. MIN. MAX•POST FTG. MIN.
I'- o
1..l.. ON SLAB Ir m § SPACING (IN.) POST SPACING (IN.) POST m �
(SPAN) (1) TYPE (SPAN) (1) TYPE
E1.75. 0' MAX. MAX. O 13'-7" 5, 11'-9"1,-7" 121 B 11'- 0'-10" 229 G 5`
o• N
10'-9" 19 10'-9" 27
7"I -BEAM DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM r 11'-4" 6' 10'-7" 22 B 10'-0" 28 G 6'
F I ALUM. ALLOY 3004 H36 `� ALUM. ALLOY 3004H36 K ALUM. ALLOY 3004H36
ALUM. ALLOY OR EQUAL OR EQUAL OR EQUAL � 9'_$" 7' 1(1'-0" 2O p 1 O'-0" 27 � 7,
sos3Ts 9'-10 22 U 9'-3" 28
WI (1) "C" INSERT 9'-4" 20 9'�" 26 ,
V ALUM. ALLOY 51
J $'-6" 8' 9'-2" 23 � 8'-8" 27 `-' $
sos3T6 (n � 21 8'-10" 27
H W/ 2 "C" INSERTS � 7`-7" 9 8'-8^ 23 B 8'-2" 28 G 9
ALUM. ALLOY 6,-9„ � �, AT -8"'22-
8'-6" 27
606376 7=72 OR ASTM
,a Ga Awa � 7'-9" 28 10'
NOTE: ASTM GRADE 50
WHERE'C'SPLICE OCCURS ASSHOWN IN 8. ' 7.8 5' as5355 Gs° 8. 6'-2" 11' B 8'-1" 27 G 11'
SPAN TABLES, IT SHALL BE INSTALLED THE 0.042• GRADE so p 7'-6" 29
cso .042' r , 7'-8" 28,
FULL LENGTH OF THE 7' 1 -BEAM. TYP, TYP5'-$��12 C 7'-2" 3U G � 2
I
I I .625' I I I
�3.0'- 'i�4'0•�3.0'--i 875` F---3.0'--+--4'0.3.0'- - 1 ATTACHED SOL/D FREESTANDING SOL/D
MAX. MAX. = MAX.COL. � � MAX.POST FTG. MIN. MAX.POST FTG. MIN. :32
SPACING � o
DBL. 3"x8"0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM (i oNSLA6 !R� SPACING (IN.) POST SPACING (IN.) POST m3:
W/ 14 GA. STL. INSERT �r,W/ DBL. 14 GA. STL. INSERT � (2). (3) r (SPAN) (1) TYPE (SPAN) (1) TYPE
L-
ALUM. ALLOY 3004-H36 ��� ASTM A653 GRADE 50 G60 � ASTM A653 GRADE 50 G60 11'-9" 20 11'-7" 29
OR EQUAL 13'-7" 5' 11'-2" 22 B 10' 6" 30 G 5`
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM M 10'-9" 20 10'-7" 28
FOOTNOTE: "SAMPLE" � W/ 12 GA. STL. INSERT � W/ DBL. 12 GA. STL. INSERT r' 11'-4" 6 10'-2" 23 B G 6'
FIGURE INDICATES ASTM A653 GRADE 50 G60 � ASTM A653 GRADE 50 G60 � 9'-B" 7, 10'-0" 21 9'-9" 28
EXPOSURE B 9'-6" 23 B' 8'-10' 29 G 7`
FIGURE INDICATES NOTE: WHERE 12 AND 14 GA STEEL INSERTS
EXPOSURE C OCCUR AS SHOWN 1N THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS 9'-4" 21 9'-2" 27
THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED 8'-6" $` 6'-1 O" 24 `' 8'-3" 29 8'
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. of THE 3'x6' BEAM. THE FULL LENGTH OF THE 3'x8" BEAM. � 7'_7 9, g'-10" 22 B 81-8" 27 G 9
FOOTNOTES TO ALL SPAN TABLES: 611" 24 7'-10 29
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'' WIDE BY THE (%� 6'_9" 0' 8'-6" 22 8'-3" 28
-0
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN 6'-0
M
Z ti -
�
r- - cn
W 00
W FNM
-
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M
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O �
.. S5885 ..
OF �l1FC�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHI APPROVAL
I
S
REVISIONS
Mva DATE oEsuwtpR
y@q
4 STEL JOB a 1S1071-1 1
Q
DATE srJrmis �
ORAWNBY MAP
CHECKED pKR 4
BEAM TYPES FOR �
ATTACHED & �
FREESTANDING �
SOLID �
COVERS
SH -14
14 OF 50
WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf.
MAYBE REDUCED BY 6' FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
O
" 25
7' 6" 30
G
�`
6'-2"
11'
8'-1" 23
7'-7" 25
B
7'-10" 29
G
11'
5'-$„
12'
7,_ 8, 23
7'-1" 25
C
G
� 2'
. OCCUR AT 10 8 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 114' MINIMUM.
MAXIMUM COLUMN SPACING ON EXISITNG SLAB.
r
SHEETS
A o B o C o D E o F o G o N o I o J
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
B MAG BEAM . w
D 4.5" MAG GUTTER
3" SQ. ALUM. W/ 12 GA.
E STL."U" CHANNEL
F
0
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
>
MAX.COL
SPACING
�o
MAX -POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN. MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
> p
^�
■
ON SLAB
m
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POST SPACING (IN.)
POST
SPACING (IN.
POST
SPACING (IN.)
POST
m �
(p) (3)
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (,)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE (SPAN) (�)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
F
z
13'-7"
5'
B
9' 6" 25
G
13'-7" 19
-r--1
B
12' 4" 27
G
13'-3" 19
B
12'-2" 27
G
13' 4" 19 B 12'-1 27
G
23'-4. 22
E
21'-3" 31
G
5'
O
10'x" 19
9'-2" 26
13'-7"
12'-1" 28
13'-3" 21
11'-9" 28
12'-3" 20 1'-10' 28
23'-4" 25
20'-8" 33
11'-4"
6'
9'-9" 18
B
B'-10" 24
G
12'-9" 19
B
11'-8" 26
G
12'-2" 19
g
11'-6" 26
i7
12'-7" 19 11' 6" 26
B
i7
22'-0" 23
E
20'-0" 30
G
6'
r-
9'-9" 20
8'-a" 26
12'-9" 22
11'-4" 28
21
11'-2" 28
11'-3" 21
22'-0" 26
19'-0" 32
�
9._8"
7,
9'-3
121
B
8'-6 226
G
12'2"
223
B
11'-10'-9" 227
G
1l'-3"
222
B
10'-
227
G
12'-0"0
221 B 11'-0 0'_2" 227
G
20'-10
227
E
19'-0'8,-7" 332
G
7'
a
9'-3"
2,-2"
1,-3"
10'- 7"
�"
=10
J
8'-6"
$'
8'-1
121
B
8'-2",-10" 225
G
11' 8
223
C
10'-;Oy4" 227
G
10'7"
223
B
10'-4"
227
G
11'-69-9" 2 C lo' -6"
227
Cj
20'-20'-1" 22g
E
18'-17-9" 331
G
$'
8'-10"
1 -8"
0'-7"
0'-2"
B 9'-7"
T,_�„
9'
8'-7" 19
B
7'-9" 26
G
11'-1" 21
C
10'-2" 28
G
10'-0" 20
B
10'-0" 27
G
11'-0" 21 C 10'-1" 26
G
19'-2" 25
E
17'-6'7-1" 32
G
9'
�
8-7 22
7'-7" 26
11'-1" 24
10'-0" 27
23
9'-7" 27
9'-2" 22 B 9'-0" 27
19'-2" 28
3
6'-9"
10,
8'-3 8
222
B
7'-7
227
G
10'-6
224
C
9'-109'-7" 228
G
9'-6"
6"9
223
C
9 228
G
9191,
10'� -9
223 C 227
G
18'-1'8 229
E
6'-106' 332
H
10'
3"
7.4"
10'-6"
6"
-6"
-9!'-6
-2"
8'-9" B 8'-7"
-3"
6"
CL
6'-2"
11'
20
B
7'4" 27
G
10'-0" 22
C
9'-7" 29
G
9'-1" 21
C
9'-1" 8
G
9'-10" 22 C 9'-6" 29
G
17'-4" 26
E
16'-4" 33
H
11'
O
_!-:%'
-0" 2328
10'-0" 25
9'-3" 28
9'-1" 24
.38"28
8'-9" 28
8'-4" 23 8'-2" 28
29
16'-0" 33
r
5'-8"
12'
C
27
G
9'-7" 22
E
9'-3" 29
G
8'-8" 21
C
9
8'-8" 392-81
G
2 C 9'-2" 29
3-2231
G
16'-8" 27
E
16'-0" 34
H
12'
0
28
9'-7" 25
9'-1" 29
8'-8" 24
8'�" 28
23 '-10" 28
16'-8" 30
15'-7" 33
�K-
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTAND/NG SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOUP FREES TAND/NG SOLID
ATTACHED SOL/D
FREESTANDING SOLID
}-
4
MAX.COL
SPACING
F �
�p
MAx•POST FTG.
MIN.
MAx.P05T
MIN.
MAX.POST FTG.
MIN.
MAX -POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAX.POST
MIN.
MAX.POST FTG. MIN. MAX -POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
~
]p
^=^
I..L.
ON SLAB
m �
SPACING (IN.)
POST
SPACING
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING
POST
SPACING (IN.) POST SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POST
m �
(p) (g)
F
(SPAN) (1)
TYPE
(SPAN)
TYPE
(SPAN) (�)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN)
TYPE
(SPAN) (1) TYPE (SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
13'-7"
5'
10'x" 18
B
-6
k26
G
13'-7" 19
B
12'�l" 28
G
13'-3" 19
g
12'-2"
J28
G
13'-4" 19 B 12'-2" 28
-29
G
23'4" 23
E
21'-3" 33 G
5,
O
10'-3" 20
_:9!l
9'-0"
13' 4" 22
11' 8" 30
13'-1" 22
11'-6"
11'-2 21 11'-0
23'-1" 27
20'-1" 34 H
O
r
9'-9" 19
B
8'-10"
G
12'-9" 20
B
11'-8" 28
G
12'-2" 20
B
11'-6"
G
12'-6" 20 B 11'-610'-0 228
G
E
20'-09'-0" 334
6'
11,-4^
g'
21
27
12'-8" 23
11'-1" 29
12'-0" 23
0'-10 29
10'-3" 22
-9-IH
�
9,_8^
7,
9'-3
122
B
8'-6
227
G
12'2'.
224
B
11'-10-6" 229
G
11'- �
223
B
10'- �
229
G
11'-79
222 B 11'-09
228
G
W20'1"26
E
191-0
333
7,
9'-2"
8'-1"
-0"
1,-1 "
0'-3"
-0" -3"
8'-0"
...�
8'-6"
$'
8'-10" 20
B
8'-2" 25
G11-6"
11'-8" 22
10'-7" 27
G
10'-7" 21
g
10'-4" 27
G
10'-1 21 B 10'-6" 27
E18'-2"
31$,
JH
s
8'-9"237'-8"27
25C10'
-1"2910'x"249'
-9"288'-10238'-8"27G
17'-3" 33
7'-7"
g'
8'-7" 20
B
7'-9" 26
G
11'-1" 22
C
10'-2" 28
G
10'-0" 21
C
10'-0" 27
G
10'-3" 22 C 10'-1" 28
G
19'-2" 27
E
17'-6" 3--3
9'
�
8'-6" 23
7'-4" 28
0'-10 25
28
9'-9" 24
B
9'-3" 28
8'-4" 23 B 8'-2" 28
18'-9" 30
16'-7" 33
U)
6'-9"
10,
8'-3
224
B
7'-7"7'-2" 228
G
10'--3" 22B
C
9'-109.x.. 228
G
-6
9'-6"
225
C
9 -6
228
G
C 9'-8"
228
G
18'3"- ,-10' 231
E
6-106
332 H
10'
8'-2"
9.-3"
8 -9"
B 7'-9"
-1"
O
6'-2"
11'
8'-0'7,-9" 224
B
-4
7'-4-
229
C7
10'-O9
226
C
9'-7 9
229
G
9'-18'-10" 225
C
9'-1
229
G
9'41
229
a
G
17'-4';,-1" 21
E
16-4-
333 �-{
11'
O
7'-0"
-9"
-1"
8'-4"
7'-6"
3
_7"
r
5'-8"
7'-7'7-6^ 224
C
[7'2-"6,-9" 230
C7
9'-7
226
E 19'-3"----
230
G
8'-8"8
225
C
8'-8 8
230
G
qB 07'-2" 230
G
16'-8 232
E
16'-0 5 333 H
12'
12,
9'-4"
-9"
�"
-1"
s
ATTACHED SOLID
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANFNG SOLID
MAX.COL
F �
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN,
MAX.POST FTG. MIN.
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MIN.
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POST
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0
(1)TYPE
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TYPE
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(SPAN) (1)TYPE
(SPAN) (1)
TYPE
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TYPE
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(SPAN) (1)
TYPE
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F
13'-7^
5,
10'�
121
B 19'-3"1_—
229
G
13'- �
223 B
12'-1"1 331
G
13'- � 21
B
12'-01
231
G
12'-6;
222 B
12'-0
230
Cj
23' 25
E
_T" 346 H
20'----19'-7"
5,
O
0'-0"
_8"
3'-1"
-4"
2'-7" 3
_2"
0,-3"
0'-1
9 J
r11,-4"
6,
9'-99'-6" 222
B
81-98'-2" 228
G
12'-92'-4" 224 g
11'-60'-8" 230
G
12'-211-0" 224
B
11'-30.-7" 230
�7
11'-49'-4" 222 B
11'-
229
Cj
22'
229
E
19'-88'-4" 335 H
6,
9'-2"
21'-2"
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7,
9'-3 2
B
8'-4"7
228
G
12'- ;1 225 B
10'-;
230
G
11'- �
224
B
10'-80.-0,. 230
G
10'-7 a
223 B
10'-
229
Cj
20'- 20'-2" 230
E
18'-9
335 H
7,
9' -LL 0" 23
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0:2"
0�-8"
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8'-7"
7'-6" I
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8'-6"
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8'-108
224
B
8'
228
G
11'-8 ; " 226 C
10'-69
230
G
10'-71"0 225
B
10'-39'x" 229
G
lo' -o"
223 B
9'-10"
228
G
20'-;
231
E
18'-0" 3 � H
8'
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7 -6"
1
-s"
-0"
-2"
_0"
9•-2"
-9"
D
in
T,
9'
8'-7" 22
B
7'-8" 27
G
11'-1' 23 C
10'-1" 28
G
10'-0" 23
B
9'-9" 28
G
9'�" 22 B
9'-4" 28
G
19'-2" 28
E
17'-3" 32 H
9'
-T„
8'-3" 24
7'-2" 29
10' 6" 26
9' 4" 29
9,A_25
C
8'-10" 29
7'-8" 24
7'-7" 29
18'-1" 31
16'-1" 34
6'-9"
10'
8'-3" 22
B
7' 6" 28
G'
10'-0" 24
C
9'-8" 28
G
9'-0" 23
C
9'-3" 28
G
8'-10" 23 B
8'-10" 28
G
18'-3" 29
E
16'-8" 32 H
10'
'-10" 25
7'-0" 30
'-10" 27
9'-1" 30
8'-6" 25
8'-1" 30
7'-0" 24
7'-2" 30
--1 7l-2" 32
15'-7" 34
6'-2"
11'
8'-0" 23
B
7'-3" 29
G
10'-0" 24
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03-03-15
DURALUM
lAPMO 0195
ASSUMPTION
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REVLSIOHs
wvec wh oESawrw
a sreL JOB a ,s•,oT,-,
DATE 3rJrm15
29
G
9'-1"
24
C
B'-10"
29
G
8'-6"
23
C
8'-6"
29
G
17'-4"
29
E
16'-2"
33
H
11'
Q
7'-6"
25
C
9'-6"
27
31
7'-9"
25
7'-0"
31
6'-4"
24
B
6'-10
31
16' 4"
33
15'-1"
33
1
�
5'-8"
7'-7"
23
C
7'-1"
29
G
9'-7"
25
29
G
8'-8"
24
C
8'-6"
29
G
8'-2"
23
C
8'-1"
29
12'
12'
7'-1"
25
6'-7"
31
9'-1"
28
31
7'-1"
25
6'-9"
31
5'-9"
24
B
DRAWN BY MAP
cNECICEo olcR
SOLID COVERS ATTACHED
8, FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -15
15 OF 50 SHFJ='IS �
A o B o- C o D o E o F o G o H o 1 0 Jopt
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
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7"I -BEAM a 7" I -BEAM I DBL. 2"x6.5"x0.042" J DBL. 2"x6.5"x0.032"" OR K 3"x8"x0.042" BEAM
G W/ (1) "C INSERT' H W/ (2 "C" INSERTS
0
ATTACHED SOL/D
FREESTANDING SOLID ATTACHEDSOLID
FREESTANDING SOLID ATTACHED SOL/D
FREESTANDING SOLID
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FREESTANDING SOLID
}
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(SPAN) (1) TYPE (SPAN) (1)
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POST
TYPE
MAX.POST FTG. MIN, MAx.POST FTG.
SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN,
POST
TYPE
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SPACING (IN.)
(SPAN) ,
()
MIN.
POST
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m
IX
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O
13'-7"
5'
26'-9" 23
26'-9" 26
E
24'-4" 32 G 29'-6" 24
23'-8" 34 H 29'-6" -:-27
E
26'-1 33 H 16'-0" 20 •
26'-2" 35 I 16'-0" 22
g
16'-0" 29
15'-3" 30
G
13'-2" 13'-8" 19
12'-7" 2'-10" --:21
B
13'-2" 13'-8" 27
12'-3" 12'-7" 29
G
5'
r-
11'-4'
6'
25'-3" 24
25'-3" 27
E
23'-0" 31 G 27'-9" 25
22'-4" 33 H 27'-9" 28
E
25'-3" 32 G 14'-7" 20
24'-7" 34 H 14'-7" 23
B
14'-7" 28
14'-0" 29
G
12'-l" 12'-6" 19
11'-6" 1'-9" 21
B
12'-1" 12'-6" 27
11'-2" 11'-6" 28
G
6'
9._8„
�,
24' 24'-0" 228
E
21'-2,�-3" 333 G H 26' 26'-4" 229
E
24'- 23 -4' 334 Fi 13'-6"3'-0" 223
C
13'-6"3,-0" 229
G
11'-10 �" 11' 0'-10" 222
B
11227G7'
�
g'23'
-0"26E20'
-132H25' -3"27E23'
20'-3"3225'-3"302233
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C12'-2"
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10'-120g
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823'0"29
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7-79'22'-1"30E19-7"33HE21'-7"
27
20'-1" 3327
22'-1" 34 H 12'-0" 22'12'
34 I 12' -0"24C11'
-O"9'
-6"29G9'1<"9'-8"
-10"10'-2"21C
23B
A9'-2'28
G
9
6'-9'
10'1'�"31E18'-10
21'-4" 27
19'-4" 34 23'-0" 28
33H23 -6"32E3411'
21'-4" 35 11'-4" 22 -
-4"25C0'
11'-4" 29
-10"29G
9'-4" 9'-2" 21
-0"9' -2"23C8'
9'-4"
-9
G
10'
6,_2„
11,
20' 20'-8" 231
E
18'-98 -3" 34
� 22' 22'-9" 232
E
20'8" ,-2" 335 � 10'-10 =10" 225
E
10 10'-4" 329
G
9' 7„ 8'-4" 8,x„ 223
C
9 g,�„ 8'-4" 7,-0» 228
Cj
11'
S'-8"
12'
20'-1" 28
32
E
18'-3" 35 I 22'-1" 29
17'-9" 35 22'-1" 33
E
20'-1" 36 J 23
19'-7" 35 26
E
30
10'-0" 30
8'-7" 7'-8" 21
7'-8" 23
C
8'-7" 28
8'-0"
G
12'
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ON SLAB
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FREESTANDING SOLID
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SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
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(SPAN) (1)
MIN,
POST
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POST
5,26'9"228E24'23'-1"336HI
2929'-2"229E26'-25"�"336IK16'-04'-10222B16'-04'-7"331G13-'"27"13'-8i�"221B
_3" 13'-8"1.-6" 230
G
5'
v
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25'-3" 25
4'-10' 29
E
23'-0" 33 H 27'-9" 26
21'-9" 35 I 27'-6" 30
E
25'-3" 34 H 14'-7" 20
23'-10 36 K 13'-8" 23
B
29
31
G
12'-1" 12'-6" 20 B
0'-B" 22
12'-1" 12'-6" 28,3
11'-2" 29
G
6,
9'-8.,
7,
24' 23'-8" 230
E
21'- 20,-8" 334 H I 26 26'-1" 231
E
24'- 22,-9" 335 H I 13'-612-0" 223
C
230
G
11-10 -8 11'-; 0 -0" 223 B
11'-1"0 �" 11'-79'-8" 228
G
7.
8'-6"
8'
23'-0" 27
22'-8" 31
E
20'-1 32 H 25'-3" 28
19'-9" 34 25'-0" 32
E
23'-0" 33 H
21'-9" 35 I
C
28
30
r12
G
10'-6" 10'-1 21 B
10'-0" 9'-3" 23
10'-6" 10'-1 27
9'-9" 9'-1" 28
G
8'
s
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7,_7„
9'
22'-1" " 28
3219'-0"
E
20'-1" 33 Fi 24'-3" 29
3424'-0"3321'-0"35
E
22'-1" 34 H
I
5"2
C
29
G
9'-10 10'-2" 22 C9'-1010'-2"
9'-4" 8'-9" 23 B
289'
9'-2" 8'-7" 28
�
6,_9„
10,
21' 21'-1" 232
E
19'-48 -4" 333 H I 23 233
E
21'-4" 334 �
C-4'0'-4"229G9-4'9,-0"9-28'-4"2CB9-48,_9.,9-27,_9.,228G6'-2"11'20'-8"
29E18'-9"
3422'-9" 30E20'8"35
I
35 J
.E10'-1309'-0"8'-4"
9'-10" 29
G
22C9'-0"'-4"
8'-7" 8'-0" 24
28G0'-4"3317'9"3422'-6"19'-7"
8'-4" 7'-1" 29
12,
20'-19'-10 334
E
18'- � 7.-3" 334 I 22 21'-10 335
E
20'1" 9'-1 " 335 J 10'-0'9'-9" 226
E
10'-49 -6" 330
G
8 _7 g�_2" 7'-87,-4„ 22
C
8'-7 s -0" 7•-8
C7
12'
I
}
ATTACHED SOLID
ID
FREESTANDING SOLID ATTACHED SOLFOR
FREESTANDING SOLID ATTACHED SOLID
FREESTANDING SOLID
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POST
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SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (i)
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TYPE
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(SPAN) (1)
MIN.
POST
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K3
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13'-7"
5'
26'-9" 26
25'-9" 29
E
24'-0" 35 I 29'-6" 27
22'-4" 37 K 28'-6" 30
E
26'1}" 36 K 16'-0" 22
24'-8" 38 13'-8" 24
�
B
15'-7" 32
13'-4" 32
G
13'-2" 13'-1" 20
12'-7" 0'-9" 22
B
13'-2" 13'-0" 27
29
G
5,
r
11,-4„
g'
25'-3" 27
4-3" 30
E
22'-7" 35 I 27'-9" 28
21'-1" 37 K 26'-9" 31
E
24'-1 36 I 14'-7" 22
23'-3" 37 K 12'-7" 24
B
14'-3" 31
12'-3" 32
G
12'-1" 12'-0" 21
11'-6" '-10" 23
B
12'-1" 1'-10" 27
11'-2" 28
G
,
6
9,_8„
7,
24' 23'-1" 231
E
21' 20'-1" 336 H K 26 25'-6" 232
E
23'- 22,-1" 337 I K 13'-611 �" 225
C.
13'-2" 1,�., 331
�j
11'-1'0-0" 11'-19'-2" 223
B
11'-;°0,�., 11'-19'-0" 227
G
7LL '
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8'-6"
8'
23'-0" " 29
22=1 32
E
20'-7" 34 H 25'-3" 30
19'-2" 36 I 24'-4" 33
E
35 I 12'-8" 24
10-102610'-8"
C
12'-4" 30
3010'-0"8'-7"249'-9"8'13"
G
10'-6" 10'-4" 22
B
10'-6" 10'-4" 27
27G7,_7„9'22'-1"2919'-9"34
8'
J
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H 24'-3" 30
-6"3523'-6"E
3412'-0"2411'-8"
36K10' -32610'
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29
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9'10"9'9" 23
-4"8' -1"24B9'
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9'-10" 9'8" 27
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9a
6'-9"10'21'-4"30E19'1"34
20'-7"17'-1035I22-8"
H 23'-0" 31E34
3519-8
I 11'4" 2529G9'-4"9'2"
36 J 9'-9" 27
30
239'-4"
9'-0" '-8" 25
C'
8'-9" 28,
8'�" 7'-2" 27
G
10
2„
11,
20'-89'-10' 335
E
18'-6" -3" 345 I J 22'-9" 2,-0" 336
E
20'-49 -1" 336 I J 10-19-4" _227
E
10'- 9",-2" 2 31
G
9 8'-7" 8,�" '�" 225
C
9 8'-0" 810, -0 6'-7". 228
G .
11
S,�„
12,
20'-19'-3"' 335
E
18'-0 6'-9" 334 I J 22, 21'-3" 337
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19'-9 8 -0^ 335 J 10-4 9'-0" 227
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
i
3
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REVISIONS S
cavae a+te oesexs•rpn €
4 STEL JOBB 151071.1 E
e
DATE 301015
ye
3
DRAWN BY MAP
CHECKED OKR
SOLID GONERS ATTACHED �
& FREESTANDING BEAM �
SPANS, 10 PSF Ll, �
- 110-130 MPH �
SH R
-16 I
i60F50SHEETS
225
Ci
8,-7"7
7'-4 6
228
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12'
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F
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SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH
- EXP. B & Cco
3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0-042" BEAM
L DBL. 3"x8"x0.042" BEAM '�
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
O W/ DBL. 14 GA. STL. INSERT
P 6V/ DBL. 12 GA. STL. INSERT
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ATTACHED SOLID
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
}
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13'-7"
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19'-3"
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18' 4"
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18'--44"
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20'-1"
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20'-1"
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25'-1
23
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32
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28' 4"
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27'-8"
35
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17'-7"
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16'-9"
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16'-9"
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23'-8"
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15'-3"
30
G
14'-7"
22
E
14'-7"
29
G
16'-0"
23
E
16'-0"
30
G
20'-7"
25
E
20'-7"
32
H
22'-6"
26
E
22'-6"
34
J
8,
14' 4"
25
14'-0"
29
14'-7"
25
14'-1"
29
16'-0"
26
15'-4"
30
20'-7"
28
32
22' 6
29
21-7
34
7'-7"
9
14'-4"
23
E
14'-4"
30
G
13'-9"
23
E
13'-9"
30
G
E
15'-1"
21
G
19'x"
25
E
19'-4"
33
H
21'-2"
26
E
21'-2"
35
J
9
�
13'-7"
25
13'-2"
30
13'-9"
26
13'-3"
30
14'-6"
30
19'-4"
29
18'-7"
32
21'-2"
29
20'x"
35
3
W
6,_9.,
10,
13' 2'-10"
226
E
13'-8
330
G
13'-
22g
E
13'-
330
G
E14'-3-9"231G18'48'�229E18'�7-8"333H20'-120,-1"230E20-119.x"335J10'
2'-7"
3'-1"
2'-7"
A-3"
6._2„11,226E13'-�2-0"33pG
12' -62'
-6'2.-0"330G
E13'-813.-1"331G17'1"7-7"230E17'-76-10333hi19'-�9'-2"
230E19'-2�8-0"335J5'-8"
-6"226E12'
12'24E12'6"
31G12'-0"
24E12'-0"
31G
E13'-1"
32G16'-9"
27E16'-9
34
H18'x"28E18'-4"
36J
e
2731120"2711'-6"31
16'-9"
30
16'-2"
34
I
18'x"
31
17'-8"
-::x--
12'
�
x
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
�
MAx•POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN,
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
4
MAX.COL.
SPACING
�
� L:)
a is
^=^
I..L
ON SLAB
m �
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
( IN.)
POST
SPACING
(IN.)
POST
m �
(2).(3)
F
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F
13'-7"
5'
19'-3"
22
C
19'-3"
32
G
18'-4"
22
C
18'x"
31
G
20'-1"
22
C
20'-1"
32
G
25'-1
24
E
25'-1
34
H
28'
25
E
27'-8"
35
I
5,
O
16'-6"
24
B
16'-1"
32
17'x"
24
17'-0"
33
H
19'-0"
25
33
H
24'-4"
27
3'-10'
36
K
26'-8"
28
26'-1"
37
K
0
g'
17'-7"
23
C
17'-7"
31
G
16'-9"
22
C
G
18'-4"
23
C
18'-4"
31
G
23'-8"
25
E
23'-8"
33
H
25'-1
26
E
25'-1
34
H
15'-1"
25
14'-8"
32
5'-10
25
15'-6-1-:-32.
17'-4"
26
17'-0"
33
H
22'-3"
28
1'-9"
35
I
24'x"
29
23'-9"
36
J
6,
�
9,_8„
7,
16'-14'-0"
225
C
16'- �
331
�7
15'-14
226
C
G
17'-116.-1"
226
E
17'-115
332
G
22'-0"
229
E
0
22'-1.
3
�-'�
24'
229
E
24'
335
H
7,
3,-8"
$"
-8"
.-8"
0'-2"
34
22'-7"
--22l-1
I
J
8'-6"
8'
15'-3"
24
E
15'-3"
30
G
14'-7"
23
E
m
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,
s
13'-l"-:-2'6
C
12'-9"
30
13'-9"
26
15'-1"
27
8"
32
19'-4"
29
8'-10
34
21'-2
30
20'�
34
�,_�„
9'
14'-4"
24
E
14'x"
30
G
13'-9"
24
E
G
5'-1"
25
E
15'-1"
31
G
19'-4"
27
E
119'x"
32
H
21'-2"
27
E
121 l-2
34
H
9,
�
12'-4"
26
12'-1"
30
13'-0"
27
14'-2"
-:127
13-10"
31
H
18'-3"
30
7'-10
33
20'-0"
31
6,_9„
10,
13'-8"1
227
E
13'-8"1
330
G
13'-112
227
E
13'- �
330
G
14
212
228
E
14'-Y
331
I..,I
18'-4'7'-4"
230
E
18'-4"7
33
33
H
20'-1;
231
E
20'-1i
333
H
�
_8"
-6"
2.-1"
H
13'-6"
3 2"
-0"
9,-0"
8,-6"
I
10.
0
6'-2"
11'
13'-1"
25
E
13'-1"
31
�„-I
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
Q
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
r
5,_8„
12,
12'-6"
227
E
12'-6
330
H
12'-01
228
E
12'-01
330
H
13'-112
239
E
13'-112.-1"
332
H
16'-
2
E
9 b
16'-16-13"
3j --[H_—
232
E
18'-4"7'-0"
334
�
_8"
0'-6"
_3"
-1"
-4"
5'-10"
31
-6
3
1
12'
6
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
}
MAx•POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN,
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAX POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAX.COL
SPACING
F �
� o
F F
^=^
I.L.
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
0
(3)
F
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(t)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
�
C
(Z).
G
13'-7"
5'
18'x"
23
C
18'-3"
33
H
18'x"
23
C
18'-0"
33
H
20'-1"
24
C
19'-8"
34
H
25'-1
26
E
25'-3"
36
J
28'
26
27'-3"
37
O
15'-1"
24
B
14'-9"
33
16'-0"
25
B
15'-7"
34
17'-4"
26
17'-1"
35
I
22'-4"
28
1'-10'
37
K
24'-6"
29
E
24'-0"
38
K
5,
r
6'
16'-9"
24
C
16'-9"
32
G
16'-9"
24
C
16'-6"
32
G
18'-4"
C
18'-0"
33
Fi
23'-8"
26
E
23'-1"
35
I
25'-1
27
E
25'-3"
36
J
11,-4"
3'-10"
25
14'-7"
26
14'-3"
33
H
15'-10'161
15'-7"
34
20'-6"
29
20'-1"
36
K
22'-4"
30
1'-10
37
K
6,
7
9,�„
�,
15'-7"
24
C
15' 6"
31
G
15'-7"
24
C
15'-3"
31
G
17'-1"
25
E
16' 8"
32
G
22'-0"
27
E
21'-6"
34
H
24'-0"
28
23'-6"
35
I
12'-9"
26
12'-7"
32
13'-6"
26
13'-2"
32
14'-9"
27
14'-6"
33
H
19'-0"
29
1 B'-7"
35
I
20'-9"
30
E
20--3-
-3"
36
K
�,
J
8'-6"
8,
14'-12'-0"
226
E
14'-6�ll,-9.
331
G
14'-1'2-8"
227
E
14'-12-4"
332
G
16'-0"'-10'
228
E
15'-1'3-6"
332
20'- �
230
E
20'-17'-4"
3
H
22•-19'-6"
231
E
22'-0
335
8'
C
C
H
7•-9"
35
I
9 -0"
�
0
�,_�"
[77
9'
13'-91'x"
227
E
13'-8"1-1"
331
H
13'-92'-0"
227
E
13'-6"1
331
H
15'-113.-1"
228
E
14'-82-9"
332
331
19'-46'-9"
E
19'-06,�.,
33
H
21'-218"
232
120'-_8j_-8,-0"
E
335
H
9,
18'5'-10
333
LL
16'-0
334
�
G
-8"
G
H
_72
31
E
I
5'-7"
6'-9"
10'
13'-10
237
E
13'-0
330
H
13'-1
228
E
12'-91
30
31
H
14'- 12
229
E
14'9
331
11
8'-4
2
E
18'-0"
3334
i�
20'
332
E
19'-8"7
335
H
-9"
0 -7"
G
11 �"
-7"
�"
12'-1
1"
H
6'-0"
31
-7
-1"
I
10,
@P--
6'-2"
11,
12'-6"
228
E
12'-6"
331
H
12'-60'-10
228
E
12'-21'0.-7"
331
�,.i
13'-81'-10'
229
E
13'� 1
331
H
17'-15,-2"
232
E
17'-24'-10
3
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19'- �
333
E
18'-9"6'-3"
334
B
Q
-3"
-1"
7"
33
6,-7"
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5'-8"
12'
12' 9,-10"
228
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11'-1
331
fi
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9'-8"
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FESS Igyq
S 5885 �
OF' CAS\F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPRDVAL
i
t
REVISIDNS �
MARK DATE oescarnoN j
II
f
(
,
a STEL ros a 1s-1D�1a �
i
DATE 3I•t2015
5�
DRAWN BY NAp
CHECKED DKR i
SOLID COVERS ATTACHED �
& FREESTANDING BEAM �
SPANS, 10 PSF L.L, I
110-130 MPH �
SH -17
17 OF 50
229
E
11'-8'O,-1"
331
H
230
331
H
16'-9'4,-7"
332
E
16'-64'-3"
333
I
18'5'-10
333
E
16'-0
334
�
0'-4"
5'-7"
12'
SHEETS
A o B o C o D o E o F o G o H o 1 o J
1
0
z
0
3
O
4
O
s
0
s
0
7
D
B
BEAM TYPES ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3" SQ.x0.032" ALUM. BEAM cc cc
r,�DBL. 2"x6.5"x0.032" �,��"x8"x0.042" BEAM
E W/ 12 GA. STL. "U" CHANNEL I OR
ATTACHED FREESTANDING ATTACHED FREESTANDING
1.032' 6' = MAX.COL. o MAX POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. rj o
SPACING SPACING SPACING SPACING SPACING
T=12 GA 042' ON SLAB SPACING (IN.) POST SPACING (IN.) POST FOR DBL FOR 3'x8" (IN.) POST FOR DBL. FOR 3'x8' (IN.) POST 3
ASTMA653SS (2),(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE Tx6.5'x0.032 BEAM (1) TYPE
GRADE so G60--.\ 3.)' 0.042'
032' TYP. 13'-7" 5' 16'-9" 15 B 14'-7" 29 G 14'-1 15'-4" 6 15 14'-1 15' 4" 28 G 5,
O 17 14'-7" 31 H 4'-10" 15' 4" 17 14' 6" 15'-1" 30
ALUM, 15'-3" 16 13'-3" 28 G 13'-7" 14'-1" 15 13'-7" 14'-1" K28
_ MAX. r- 11'-4" 6' 15'-3" 18 B 13'-3" 3Q H 13'-7 14'-1" B 17 13'-3' 13'-9" G 6-
MAX.
I DBL.2"x6.5"x0.032" � 14'-2" 16 12'-4" 28 12'-7" 13'-1" 15 12'-7" 13'-1" ,
ALUM. ALLOY 30D4 -H36 9,-911 7jjj' 14'-2" 18 B 12'-4" 30 G 12'-7' 13'-1" 6 17 12'-3 12'-9" G 7
OR EQUAL 3.0'
3" SQ.x0.032" ALUM. BEAM J 8'-6" 8' 13'-3" 16 g 11'-7" 29 G 11'-9" 12'-3" g 16 11'-9" 12'-3" G$.
W/ 12 GA. STL. "U" CHANNELDBL. 2"x6.5"x0.042" 3"x8"x0.042" BEAM13'-3"191'-7"2911'-9"12'-3"1811'-6"12-0"
E � ALUM. ALLOY 3004x-136 K ALUM. ALLOY 3004-H36 J 17 11'-0" 29 11'-2" 11'-7" 16 -11-'l
1'2" 11'-7" 29
ASTM As53 SS OR EQUAL OR EQUAL � 7'-�„ 9' 19 C 11'-0" 29 G 11'-2 11'-7" B 18 10'-10 11'-3" 28 G 9'
GRADE 50 G60
6'-10" 10' 12'-0" 17 10'-4" 30 10'-7" 11'-0" 16 10'-7" 11'-0" 29
5' 12'-0" 19 C 10'-4" 30 G 10'-T 11'-0" B 19 10'-3 10'-8" 29 G 10'
6'-2" 11' 11'-4" 17 9'-10" 30 10'-1" 10'-6" 17 10'-1" 10'-6" 29
-=-
C) 11'-4" 20 C 9'-10" 30 H 10-1 10'-6" g 19 9'-10' 10'-1" 29 G 11'
T=�2 0 12. 10'-10' ,10" 120 C 9�-6" 9 -0" 330 H 9'-8" g.-8,. g $" g.$.. C 1 � g 9 -8" g.-0., 9-43- g-2. 229 G 12'
1a
GA -
7.65'
a
7.8 5' ASTM
- A653 SS ,
GRADE
50 G60 � ATTACHED FREESTANDING ATTACHED FREESTANDING >
MAX.COL MAX.POST MAX.POST MAX.POST MAX.POST
^ SPACING �o MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG. MIN. �o
B' ON SLAB m � SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN) POST SPACING SPACING (IN.) POST m 3
0.042' (�2$' TYPE FOR DBL FOR 3'x8' FOR DBL. FOR 3'x8'
TYP. � (2). (3) f- (SPAN) (1) (SPAN) (1) TYPE 2'x6.5'x0.032' BEAM (1) TYPE Yx6.5'x0.032' BEAM (1) TYPE �
875' 13'-7" 5' 16'-9" " 16 B 14'-7" 31 H 14'-1 15' 4" B 15 14'-1 15' 4" 30 G 5,
O 16-4 18 14'-7" 33 J 14'-8" 15'-2 18 14'-1" 14'-7" 31
3"x8"x0.042" BEAM N g' 15'-3" 16 13'-3" 30 H 13'-7" 14'-1" 16 13'-7" 14'-1" 29 ,
W/ 14 GA. STL. INSERT 19 B 13'-3" 32 I 13'-4 3'-10 B 18 2'-10" 13'-4" 31 G 6-
W1
- --�3,0MAX.�3.0'� M ASTM A653 GRADE 50 G60 � 9'-9" 7' 14' 3'-10" 1 19 g 12'-4"2'x" 231 G I 12'-712'-4 13'-12'-10 B 169 12'- 12 -0 13'-112 � 230 G 7
3"x8"x0.042" BEAM 13'-3" 17 11'-7" 29 G 11'-9" 12'-3" 17 12'-3" 28
�1 DBL. 3"x8"x0.042" BEAM %1 W/ 12 GA. STL. INSERT J 8'-6, 8' 13'-0" 20 B 11'-7" 31 H 11'-8" 12'-1" B 19 11'-2" 11_7^ 30 G 8'
� ALUM. ALLOY 3004-H36 I� ASTM A653 GRADE 50 G60 -"J 7�_7.� g' 12''7" 18 C 11'-0" 29 G 11'-2" 11'-7" B 17 11'-7" 29 G 9.
OR EQUAL _ 20 11'-0" 30 H 11'-0 11'-4 20 10'-7 11'-0" 29
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS LL
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED r/� 12'-0" 18 1 Q'-4" 30 G11'-0" 17 10'- 7�"11'-Q" 29 ,
THE FULL LENGTH OF THE 3'x8' BEAM. ^' 6'-10" 1 �' 8" 21 `�' 10'-4" 30 H 10'-6' 1 Q'-9 `� 2Q
'o Q'-1' 1--10'4" 2g G 1
O 6'-2" 11' 11'-4'1 �-2" 121 C 9'-1 9'-10" 330 H 1 Q'-110 -0 10'-610'-3 B 120 101-l" Q1-1 "g.-7" 10 -6'g,-0" 229 G 11'
FOOTNOTE: "SAMPLE" r
FIGURE INDICATES 5'-8" 12' 101-110'-8" 18
C 9 -6" 9'-6" 331 H 9'$" 9'-7" 9 -8D 9'-4" C 121 91-8"
9'-2" 91-8" g�_g^ 230 G 12'
EXPOSURE 8�
FIGURE INDICATES T-12 OR
EXPOSURE C 14 GA.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ^sT"^ >
A653 SS ATTACHED FREESTANDING ATTACHED FREESTANDING
GRADE 8. T- MAX.COL. MAXPOST :14-1
X.POST MAX.POST MAX.POST
50 G60 2 SPACING � o MAX.POST FTG. MIN. MAX.POST FTG. MIN. FTG. MIN. FTG.
MIN. � o
ON SLAB m9 SPACING (IN.) POST SPACING (IN.) POST SPACING ACING (IN,) POST SPACING SPACING (IN.) POST m?,,
FOR DBI. R 3"x8" FOR DBI. FOR 3"x8"
(2) (3) r (SPAN) (1) TYPE (SPAN) (1) TYPE rx6.Sx0.03r EAM (1) TYPE Tx6.S'x0.03T BEAM (1) TYPE w
FOOTNOTES TO ALL SPAN TABLES: TYP.
1. FOOTING SHOWN REPRESENTS LENGTH OF 13'-7" 5' 16'=9" 17 14'-7" 32 I 4" p 16 15'-2" 31 G 5,
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 15'-0" 19 B 14'-7" 34 J 14'x" 4'-10' B 19 13'$" 14'-2" 33 H
WHERE SLAB OCCURS, CUBED FOOTING SIZE M , 15'-3" 18 13'-3" 31 I 13'-7" '" 17 13'-7" 3'-1 31
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. I 6 20 B 13'-3" 34 J 13'-1 13'-7" B 19 12'-6' 13'-0" 32 G 6'
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3.0' MAX. 14'-2" 18 12' 4" 31 H 12'-7" 13'-1" 17 12'-7" 2'-1 30
SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL. 3"x8"X0.042" BEAM � 9'-9„ 7' 12'-9" 20 B 12'-4" 33 J 12'-2' 12'-7" B 20 11'-7' 12_1 ^ 31 G ��
SHOWN IN THIS COLUMN OR THE MAXIMUM POST W/ DBL. 14 GA. STL. INSERT 13'-3" 18 11'-7" 30 H 11'-9" 12'-3" 18 11'-9" 12'-1" 29
SPACING SHOWN FOR THE SELECTED BEAM. J 8'-6" 8' 11'-10' 20 B 11'-7" 32 J 11'-4" 11'-9" B 20 10'-10" 31 G 8'
ASTM A653 GRADE 50 G60
3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE . 12'-7" 19 30 H ? ?'-2" 11'-7" 18 11'-2" 11'-4" 29
MAXIMUM COLUMN SPACING MEASURED AT THE DBL. 3"x8"X0.042" BEAM 71-7 9 11'-3^ 21 B 11'-0" 32 I B 21 10'-3' ?p'$^ 30 G 9'
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR LL
25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB W/ DBL. 12 GA. STL. INSERT (n 6'-10" 10' 12'-0", 19 C 10' 4" 30 H 10'-7" 11'-0" 18 10'-7" 10'-9" 29 ,
P - '10-8" 21 B 10'-4" 32 G 10'-2 10'-7" B 21 9'-10" 30 G 10
EDGE SHALL BE 9 1/4" MINIMUM. ASTM A653 GRADE 50 G60 a
6-2" 11 11' 19 9' " -10 30 H 10'-1" 10'$" 19 10'-1" 10'-3" 29 11
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS O I ' 1 Q -2 22 C9'-1 Q" 32 I 9'-9" 9'-1 Q. B21 9'-3" 91_0" 31 v ,
SEE ALTERNATE FOOTING TABLES - SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED r'
SHT. 9 FOR ATTACHED COVERS THE FULL LENGTH OF THE 3'x8' BEAM. 12. 9
M
-
M
W �
w U)c� �
Cn M -
l7 U
Z O �
w .
4Z *
LL-
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LL1 W M
M M
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00
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
E
REVISIONS a
Nwx ou,re oesw�rax
y€y
4 STEL JOB 13 157071-1 3
DATE 3IJ/L015 e
g
DRAWN BY MAP
CHECKED pKR
LATTICE COVERS ATTACHED
& FREESTANDING �
BEAM SPANS, �
10 PSF Ll, 110-130 MPH �
t
SH -34 1
f
34 OF 50
'-6" 31 H g'_8^ 9'-8"
J 9'-4"
C
19 9'$" 9'-4" 29
22 9'-0" 8'-3" 31
G
12'
SHEETS I!
A
00
o
g
o
C
o
D
o
E
o
F
o
G
a
H
a
I
o
Jco
ATTACHED 8� FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B
C
3"x8"x0.042"
BEAM
3"x8"x0.042"
BEAM
DBL.3"x8"x0.042"
BEAM
J DBL. 2"x6.5"x0.042"
DBL. 3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
WL���
W/ DBL. 14 GA. STL. INSERT
0cc
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESIAND/NG
MAX.COL
SPACING
tQ
� 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.
1:110
ON SLAB
m$
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN,)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m �
C
(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
Ir
z
13'-7"
5.
18'-018'-0
118
B
017-6
231
G
21'
16g
B
21'-21.2.,
333
G
20'
168
B
20'
333
G
22
119
B
22'-8"
333
G
29
121
C
29'-28-0"
336
H
5,
O
21'-8"
H
20'-9"
20'-2"
H
22'-8"
.-1"
H
29'-2"
I
r
11,x„
6,
16'�16'�
168
B
16'16'-0'
230
G
19'-9
1
C
19'-9 9
332
G
19'-0
1
g
19'-0 8
332
G
20'- 20'-8"
120
C
20'- 20.-2"
332
G
26'
121
E
26' 26
335
H
6,
9'-9"
19
-3"
9'-0"
19
-6"
26'-8"
-0"
(
�
9'-9"
7'
15'-2"
16
B
515':12".—
29
G
18'-4"-'---
17
C
18'-4"
30
G
17'-7"
17
C
17'-7"
30
G
19'-2"
18
C
19'-2"
31
G
24'-8"
19
E
24'-8"
33
fi
,
7
0
15'-2
19
4-10"
30
18'-4"
20
17-10'
31
17'-7"
19
17'-1"
31
19'-2"
20
19'-2"
32
24'-8"
22
24'-1"
34
�..�
8'-6"
8'
14L -X ---L-7
B
14'-3"
29
G
17'-2"
18
C
17'-2"
31
G
16'-6"
18
C
16' 6"
31
G
18'-0"
18
C
18'-0"
31
G
23'-2"
20
E
23'-222'-7
333
H
8'
14'-3
19
13'-10
29
17'-2
20
16'-9
31
16'-6"
20
16'-1"
31
21
18'-0
31
23'-2'
22
J
7'-7
g'
13-613'-0
119
C
13'13'-1'
330
G
16'3"
1
E
16'-
331
G
t5'-65,-0.'
120
C
15'-6s_2„
331
G
17'-0"7'-0"
121
E
17'-07'
331
G
21' 21'-10'
223
E
1�-1;'_3„
344
Fi
g,
LL.co
6'-3"
21
15'-9"
0"
3
6'-10"
10'
12'-9"
17
C
12'-9"
30
G
15'-4"
18
E
15'-4"
32
G
14'-9"
18
E
14'-9"
32
G
16'-1"
19
E
16'-1"
32
G
20'-9"
20
E
20'-9"
34
H
10'
12'-9
20
12'-6
30
15' 4"
21
15'-1"
32
14'-9"
21
14'x"
32
i6'-1"
21
32
20'-9"
23
20'-2"
34
6,_2..
11,
12'-212.-2'
120
C
132':-:12"
330
G
14'-8"q'-8"
1
E
14'-8"4'1l"
332
(j
14'-14'-1"
121
E
14'-13-8"
332
Cj
15'x"5'-4"
122
E
15'-4"
332
G
19'-9"g,-9"
224
E
19'-9 9._3"
334
O
10"
21
�"
�
5'-8"
12'
11'-8"
18
C
11'-8"
31
G19
E
14'-1"
32
G
13'-6"
19
E
113'-6"
32
G
14'-9"
19
E
14'-9"
32
H
0"
21
E
19'-0'8'-6"
335
�
12'
0
11'-8'
20
22
13'-9"
32
13' 6"
21
32
22
14'-9"
33
19'-0"
24
�
ATTACHED
FREESTANDING
"ATTACNED
j
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
3
FREESTANDING
�
4
MAX.COL
SPACING
F '
� o
Q
j p
_
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.
ON SLAB
m§
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
(Z) (g)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
CC
13'-7"
5'�
18'-0"
16
B
18'-0"
31
G
21'-8"
17
B
21'-8"
33
H
20'-9"
17
B
20'-9"
32
G
22'-8"
18
B
22'-8"
33
H
29'-2" 19
Cl
29'-2"
337
I
5'
O
1 T-8"
19
1 T-0'
31
H
21'-4"
20
20'-7"
34
20' 4"
20
19'-8"
34
H
22' 4"
20
C
21' 6"
35
I
28'-97
22
,'
8"
K
0
r
11.x„
� 6,
16'-4"6
119
g
16'-415.-7
330
�j
� 1 21
C j
19'-9 8
334
G
19'-0
120
B
19-0
333
G
20'-20-4"
-1"21
Z
C
20'-B"
334
G
26.
223
E
26'- 25.-3"
336
I
6,
_2„
19'-7"
-9"
H
8'-8"
C
8'-0"
H
1
$..
H
26'-3"
K
9,_9„
7,
15'-2"
17
B
15'-2"
30
G
18'-4"
18
C
18'-4"
31
G
17'-7"
18
C
17'-7"
31
G
19'-2"
19
C
19'-2"
32
G
24'-8"
20
E
24'-8"
346
H
7
15'-0"
20
14'-4"
30
18'-1"
21
17'-4"
33
H
17'-3"
21
16'-8"
33
18'-10'
21
18'-2"
33
H
24'-4"
23
3 6
I
J
8'-6"
8'
14'-3"
18
B
14'-3"
29
G
17'-2"
19
C
17'-2"
31
G
16'-6"
18
C
16'-6"
30
G
18'-0"
19
C
18'-0"
31
G
21
E
23'- 22'-0'
335
H
8'
s
14'-1'
20
C
--13'-6"
29
17'-0
22
16'-3
32
16'-2"
21
15'-7"
32
17'-8'
22
1 T-1
33
H
22-9
24
I
J
7�_7„
,
9
13'-6"
18
C
13'-6"
30
G
16'-3"
19
E
16'-3"
31
15'-6"
19
15'-6"
31
17'-0"
9
E
7'-0
17'-0---
32
21'-1
21
E
121 1-1
34
H
.
9
�
13'-3"
21
12'-9'
30
16'-0"
22
15'x"
32
G
15'-3"
22
C
14'-8"
32
G
16'-8"
—1
22
16'-1"
32
G
21'-6"
24
6'-10„
10,
C
12'-912.-1
330
G
15'-4'.5'-2"
122
E
15'-4"4'-7"
331
Cj
14'-9
122
E
14'-9"
331
G
16'-l"
2
E
16'-1;
332
G
0
225
E
20-9'9
334
H
10'
�
112'-7-
4'-6"
-0"
.-10'
23
5.-3"
20'-4"
-8"
0
6,_2„
11'
a
C12'1'33G14'-84,-0„223E14'-8"4-0"332G14'-13.-10123E14'-13�"331G15'5-2"223E15'x"4.7"332GH
19' -9"g.
-9"8-g„3345'-8"12'
O
-6"225E19'
C11'-8"
31G0E13'-6"
20E13'-6"32G2E14'-9"33H19'-0"
3512'
13'-10
23
13'-3"
23
12'-9"
32
14'-0"
32
26
18'-0"
34
s
}
tr
ATTACHED
FREESTANDING
ATTA
CNEO
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
MAX.COL
SPACING
��
� �
_
j o
MAXPOST FTG.
MIN,
MAX -POST FTG. MIN.
MAX.POST FTG.
MIN,
MAX.POST FTG. MIN.
MAX.POST FiG.
MIN.
MAX.POST FTG. MIN, MAX.POST FTG.
MIN.
MAX.POST FTG. MIN. MAX.POST FTG.
MIN.
MAXPOST FTG. MIN,
ON SLAB
m�
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m �
0
(p) (g)
F
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(�)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F
13'-7"
5'
18'-0"
17
g
17'-8"
33
G
21'-8"
19
B
21'-4"
34
H 12072"--
18
B
20'-4"
32
H
22'-8"
19
B
22'x"
35
I
29'-2"
20
C
28'-9"
37
K
5'
O
17'-3
20
16'-6'
34
H
20'-10
21
20'-0"
36
K
20'-0"
21
19'-1"
34
I
1'-10
21
C
0'-10
36
K
28'-2"
23
E
6'-10'
39
c"%
11'-4"
6'
16' 4"
18
6
16'-2"
32
G
19'-9"
19
C
19'-7"
33
H
19'-0"
19
B
18'-8"
32
H
20'-8"
19
C
20' 4"
34
H
26'-8"
21
E
26'-3"
36
K
6'
r
15-10
20
33
H
19'-1"
22
18'-3"
35
1
18'-3"
21
C
17'-6"
33
I
20'-0"
22
19'-1"
36
I
25'-9"
24
24'-7"
38
�
9,_9,.
�,
151-214'-8
121
B
15'-04
333
G
18'x"7'-8"
222
C6•-10
334
H
17'-17'-0"
122
C
17'3"-
333
G
19'-18-6"
223
C
18'-11 �,-8"
335
H
2
E
24'
337
I
7,
-0"
H
,-2"
H
124
23-10
25
22'-9"
K
8'
19
B
14'-1"
31
G
17'-2"
20
C
17'-0"
32
G
16'-6"
20
C
16'- "
30
G
18'-0"
20
C
17'-8"
33
G
23'- "
22
E
22'-9"
35
I
8,
21
C
13'-1"
32
16'-7
23
15'-10'
34
H
0"
22
15'-2"
32
H
17'-4'
23
16'-7
34
H
22'-3
25
21'-3'
37
K
0
--�
7 „
9'
19
13'-3"
30
14�-94-2"
16'-3"
21
14'-03-7"
16'-0"
32
G
15'-6"
20
18'-8"7'-6"
15'-3"
31
G
17'-0"
21
16'-8"
32
G
21'-1
23
34
H
.
LL
-7
VIT-6"
22C12'4'32G15'823E15-033H15023C14332H164"24E15-734H
21'-1"26E36K9
6' -10"10'22C11'
20
12'-7"
30
15'-4"
21
15'-2"
32
G21
14'-6"
31
G24E14'-10'
16'1"
21
15'-132
0'-9"
23
20'-4"
34
H,
-9'31G14'-10
24E14'
-2"33H
14'-2"23E13'-7"31
33H20'
-0"26E19'-1"
3610O6'-2"
11,1-9
223
C
12'-0'j'-3"
331
G
14'-8 4-2"
224
E
14' 6"3-7"
332
H
14
224
E
3-103"-0"
331
G
15' 4-10" --22
E
15'- 14,-2"
333
H
19'-9 9-1"
227
E
19'6" ,-2"
335
11'
B
G
13'-7"
24
r
5'-8"
12'
11'-811-3
223
Ci
11'-610,-9'
331
�7
14'-1;3.-7"
224
E
13'-113-0"
332
H
13'-63'-0"
224
E
i3'-12-0"
332
TG:
2 ►`
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S 5885
OF tA��FC�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AW APPROVAL
REVISIONS
wva wre OESCRpiq„
a STEL Joe a s,on•,
DArE mo,s
DRAWN BY MAP
CHECKED DI(R
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF Ll, €
110-130 MPH
SH,35
14�-94-2"
225
E
14'-03-7"
332
H
i9'-0"8,-3"
227
E
18'-8"7'-6"
335
35 OF 50 SHEETS
5
A o 8 o C e D o E o F o G o H o I o J
C-4
00
ATTACHED &FREESTANDING
LATTICE COVERS
10 PSF LIVE
LOAD - 110,120,130 MPH - EXP. B &
Ccn
DBL. 3"x8"x0.042" BEAMLu
I
�,,1 W! DBL. 12 GA. STL. INSERT
ro
•. .
ATTACHED
FREESTANDING
4
-Y
SPACING
no
a
G.
MIN.MAX.POST
FTG.MIN.p
i'
ON SLABN.)
7.AI:C1.G
POSTSPACING(IN.)POS(Z)(3)(1)
TYPE
(SPAN) (1) TYPE
F
z
13'-7"
5'
32'-0" 19
E
32'-0" 34 H
5'
'i
O
32'-0" 21
31'-2" 36 K
r
11'-4"
g,
29'-2" 19
E
29'-2" 33 H
6
29'-2" 22
28'-6" 36 I
9'-9 "
7'
27'-1" 20
E
27'-1" 33 H
,
7
�
0
27'-1" 22
26'-4" 35 I
..
g'
25'-3" 20
E
25'-3" 34
H
$�
25'-3 23
24'-8' 34
J
�,_�"
9'
23'-1 21
E
23'-1 35 1
9'
ILL
3'-10" 23
23'-3" 34 H
6'-10"
10'
2'-8" 21
E
22'-8" 35
10'
3
�
22'-8" 24
22'-1" 35
6'-2"
11'
211-8" 21
E
21'-8" 36
�
11 ,
O
21'-8" 24
21'-1" 35
r
5'-8"
12
0'-8" 22
E
20'-8" 36 K
,
12
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20'x^ 25
20'-2" 36 J
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13'-7"
5'
32'-0" 20
E
32'-0" 36 i<
5'
O
32'-0" 23
30'-3" 38
0
N
11-4
6'
29'-2" 20
E
29'-2" 35 I
6'
r
29'-2" 23
27'-8" 37 K
9'-9"
7'
27'-1" 21
E
27'-1" 35
7'
27'-1" 24
25'-8" 37 K
8'-6"
$'
25'-3" 21
E
25'-3" 34 H
,
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25'-3 25
24'-0' 36 K
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7'-7"
9'
23'-1 22
E
3'-1 35
9'
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3'-10" 25
22'-0" 35
6'-10"
1 p'
22'-8" 22
E
22'-8" 35 �
10'
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22'-8" 26
22'-1" 35
6'-2"
11,
21'-8" 22
E
21'-8" 36
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11'
O
21'-8" 26
21'-1" 35
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5'-8"
12'
20'-8" 23
E
20'-8" 36 K
12'
6'-10"
10'
20'-8" 26
20'-2" 35 I
22'-8" 27
6
0'-10" 36 K
6'-2"
11'
21'-8" 24
E
21'-8" 36 I
11'
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SPACING (IN.) POST
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F
(SPAN) (1)
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13'-7"
5'
32'-0" 21
E
32'-0" 38
K
5 ,
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32'-0" 24
29'-4" 40
11'•-4"
6'
29'-2" 22
E
29'-2" 37
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6
r
29'-2" 25
6'-10" 39
7
F
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27'-1" 22
E
27'-1" 36 K
7,
27'-1" 25
4'-10 38
8'
25'-3" 23
E
25'-3" 36 J
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23'-3' 37 K
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23'-1 23
E
23'-1 35 I
9'
3'-10' 26
22'-0" 37 K
22'-8" 24
22'-8" 35 I
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22'-8" 27
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11'
21'-8" 24
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21'-8" 36 I
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21'-8" 27
9'-10" 36 K
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20'-8" 24
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