BPAT2016-000278-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
c&t!t 4 e6P Qu!Ak
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application. Number:
BPAT2016-0002
Property Address:
53796 AVENIDA MADERO
APN:
774143003
Application Description:
HUNTER / PATIO COVER AT BACK YARD
Property Zoning:
Application Valuation:
$1,200.00
Applicant:
LqL
RYAN GABOR CSER
681150 LOUISAN RD
DESERT HOT SPRINGS, CA 92240
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C29. D03 License No.: 928413
Date: 1 17' ' frJ Contract
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
,(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year.of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.j.
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury.that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's
76
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
(760)861-8953
Llc. No.: 928413
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations
_ I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: Policy Number:
I certify that in the performance of the work for which this permit is issued, I
sha not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date:, / • /6 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this.application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of.this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes..
Date: 1-7 ' & Signature (Applicant or Agent)<
Owner:
TODD HUNTER
53796 AVENIDA MADERO
LA QUINTA, CA 92253
LqL
Contractor:
RYAN GABOR CSER
681150 LOUISAN RD
DESERT HOT SPRINGS, CA 92240
(760)861-8953
Llc. No.: 928413
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations
_ I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: Policy Number:
I certify that in the performance of the work for which this permit is issued, I
sha not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date:, / • /6 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this.application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of.this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes..
Date: 1-7 ' & Signature (Applicant or Agent)<
DESCRIPTION
FINANCIAL • '
ACCOUNT
+ •
QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0 $1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.0.0
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
$O.SO
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.S0' $0.00
TOTALS:00
Description: HUNTER / PATIO COVER AT BACK YARD
CONDITIONS
Type: PATIO COVER Subtype: CITY STANDARD/PRE-
Status: APPROVED
Applied: 1/7/2016 SKH
ENGINEERED - OPEN
Approved: 1/7/2016 SKH
Parcel No: 774143003 Site Address: 53796 AVENIDA MADERO LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block:.198
Lot: 22
Issued:
UNIT 19
CITY
STATE
Lot Sq Ft: 0 Building Sq Ft: 0
Zoning:
Finaled:
Valuation: $1,200.00 Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0
No. Unites: 0
CA
Details: 187SF TRELLIS PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013
CALIFORNIA BUILDING CODES.
Applied to Approved
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
RYAN GABOR CSER
681150 LOUISAN RD
DESERT HOT
CA
92240
(760)862-9873
SPRINGS
CONTRACTOR
RYAN GABOR CSER
681150 LOUISAN RD
DESERT HOT
CA
92240
(760)862-9873
SPRINGS
OWNER
TODD HUNTER
53796 AVENIDA
LA QUINTA
CA
92253
(760)862-9873
MADERO
Printed: Thursday, January 07, 2016 2:34:27 PM 1 of 2
SYSTEMS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
BOND
INFORMATION
ATTACHMENTS
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid for BUILDING 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 - RESID.ENTIAL
101-0000-20308
0
$0.50
$0.00
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00
TOTALS:$0.00
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
Printed: Thursday, January 07, 2016 2:34:27 PM 2 of 2 sysrenns
BOND
INFORMATION
ATTACHMENTS
Printed: Thursday, January 07, 2016 2:34:27 PM 2 of 2 sysrenns
Bin
City of La Quinta
Building 8t Safety Division
. . 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #I
Project Address: S 3 7 9 b Ave M n 0 rt'- O
Owner's Name: p p Q H t/ Ai yL
A. P. Number:
Address: 5 3 7 q A U E. /h jA oc K c2
Legal Description:
City, ST, Zip: JA 12 2 5-3
Contractor: 0r. C
w 2
s�
Telephone: hi
e o e.
P
Address: 6 U 15 0 LQ v) 5 A
Project Description: j Z I (p `t �( 1 5 1 561-lig PE
City, ST, Zip: 0NS. Cl9 GiZZH�
LVM1A(AJ00 PA -70 GUV6/e.
'Telephone: P 6 � s
S 3
State Lic. # : '!'Z 13
City Lic. #;
Arch., Engr., Designer: 5 T�
Address: %(i E 5 e 4 Lr!
City, ST, Zip: S14A) e G 6 Nl E N �-r C 14 612,672
Telephone: 41
•
n TY e• Occupancy:an
Construction NCtI
0 cY
ic. #
State
J YPecitcle one New Add'n Alter Repairair Demo
Name of Contact Person: h y 4 fJ
Sq. Ft.: 197
#Stories:
# Units:
Telephone # of Contact Person: -7 & v 6 Cj S
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2n0 Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
3'� Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.1.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit Fees
P
I o°
5'
1V C.1, i5° O- LVrogwooC)
SOL O
T'_1 PC-.
5 74 (o A VE MnC)fre0:
CITY OF LA QUI TA
BUILDING & SAFETY
EPT
APPROVE
FOR CONSTRUCTI N
DATE �,, BY
P
.f
A'
1 0
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE:
GOVERNING CODES:
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
AND 2013 CRC SECTION AH1052 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (.1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
'EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH =110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC &
IBC APPENDIX CHAPTER I.
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND
LEVEL 25, 30, 40 & 50 pso
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)
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.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D'
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S, = 0.6, Sm =1.0, S� 0.50
RESPONSE MODIFICATION FACTOR, R:125
6. DESIGN ASSUMPTIONS:
A BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED_) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
j 101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
�TC�ENG/NEED/NG
STRUCTURAL ENGINEERING
109 EAST ESCALONES PHONE: (949) 388.9333
T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE,CA92672 FAX: (?49) 388-3773
SH - 1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER
SH - 2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK. SE 5885
SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: RADLEY STEVENS
SH - 5 ...........MINIMUM FASTENVNNE(CITION
^
SH -6 ...........RAFTER SPANS FN LATTICE COMMERCIAL & PATIOS
SH - 7 ............HEADER BEAM TY COLUMN/ POST TYPES
SH -8 ............EXISTING EAVE C 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 04 co
� qFF�, ANT
SH -13 .......... H WM O DEOCONNECTIONTO POST & LA1710E TUBE TO RAFTER
TERMINE TRIBUTARY WIDTH & AN BEAM DDETAILS Q,q�/VS,�®��
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS C%/
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MP eY
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH.
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
SH'- 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
2 M
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OF CAL\Edi
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MOHI( DATE DEWUMON
4 STEL JOB 9 15.1071-1
DATE 3,'M15
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERALNOTES
T-0
0 OF 50 SHEETS
1
0
2
3
a
t
r
ATTACHMENT
ROOF PANEL SEE TABLES SEE DETAIL A, B & C,
SHEET 4 FOR ROOF SHEET 8
PANEL ATTACHMENT TO
SUPPORTING WALL
HANGER & BEAM.
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12`
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
3 1/2" SLAB ATTACHMENT'
MAY BE USED
WHERE PERMITTED.
SEE TABLES
FOOTING WHERE REQUIRED
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER -
r v
,S LOLO ID -PANEL STRUCTURES
mvvr
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25%--1
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS:
POSTS, SIZE VARIES —
3 1/2" SLAB
MAYBE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
FOOTINGS
SEE TABLES
O.H yr STRUCTURE VARIES
i SPAN
S7 -,3p SPAN/ BEAM - SEE TABLES
SEE JAc G FOR POST SPACING
' A NOT TO
AL g� ro
LOH,gBLE spi
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 WALL
HANGER & BEAM.
"O.H." NOT TO EXCEED 25%—
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
3 1/2" SLAB ATTACHMENT
MAY BE USED
WHERE PERMITTED.
SEE TABLES
FOOTING WHERE REQUIRED
SEE TABLES
ATTACHMENT ROOF
OVERHANG,
SEE DETAIL A, B & C.
OR WOOD, OR
SHEET8 gLE/VGTHOF CONCRETE
SHA STRUC WALL SEE
MIN. 0.25" SLOPE PER FT. THEpRo T NS/ES SHEET 8
SEXMSP
EAM - SEE TABLES
F �/VG FOR POST SPACING =
F
LES
EXC IV07TO 2
OF
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES MIN. 0.25" SLOPE
SHEET 4 FOR ROOF PANEL PER FT\ O
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
B
FOR MANDATORY SPLICE.
Sp
POST /
BEAM - SEE TABLES
NO BEAM SPLICE AT
SP'4/V
TgB�F lNG
FOR POST SPACING
EXTERIOR POSTS.SEE
S
POSTS, SIZE VARIES
O.H. 07r -T�II
T3
31/2" SLAB
ALLSO'-AM "
wABLESp
MAY BE USED
TO CONSTRAIN
III
FOOTING, SEE
IU
TABLES
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
Ll
2 ti
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W Q�
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S5885.
OF CALF(
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MIK DATE DESCRPTIDN
4 STEL JOB # 151071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
10F 50 SHEETS
I
0
2
0
3
0
4
0
5
0
6
0
. 7
0
6
G
I
0
I
N E o F o
OPEN LATTICE STRUCTURES
RAFTER, SEE TABES
X.
sn'VGSQ/4 WALL LEDGER OR
oi ROOF OVERHANG,
MAO.H. NO' SEE DETAIL &B & C.
ALLOWABLE M, 5% RAFTER O.H SHEET 8.
�C�S'600l� SPAN
F@ RygN
\
%1'
•(��G O•
6
0 �rArv�
V
ppS
NO BEAM SPLICE AT
EXTERIOR POSTS
pQ
24
M9
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
G�
NO BEAM SPLICE AT
G
G
Sp�NG
\f•�060 Q�
EXTERIOR POSTS
9
LENGTH OF STRUCTURE VARIES
NUMBER OF REQUIRED
@F .
COLUMNS
pos�ysp
NOTE: EACH COMPONENT IS INTER-
31/2' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
S�cFTpg04N�
POST
COMPONTENT UNLESS OTHERWISE SHOWN.
4@�FSG
4f
G w
POST WITH SIDE PLATE S
SEE SHT, 11 FOR MINIM JIM
NUMBER OF REDUI
COLUMNS
�11/�2�S�LAB ATTACHMENT
MAY BE USED WHERE
PERED
NOTE: EACH COMPONENT IS INTER- SFFTpgcgq� I SEETABLES
CHANGEABLE WITH ANY OTHER g@�FSG
COMPONTENT UNLESS OTHERWISE SHOWN. 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 i OH4
RAFTER,SEE
MAX. O.H.
25% OF RAFTER
ALLOWABLE
SPAN \
WALL EDGER OR
ROOF w @k/ST7NG@�/IO/NG_ � SEE DETAIL
T.aB C
OVERHANG,
MANDATORY BEAM SPICE -SEE
\
DETAIL 11, SHEET 12
•(��G O•
6
0 �rArv�
V
ppS
NO BEAM SPLICE AT
EXTERIOR POSTS
pQ
24
M9
O� r
LENGTH OF STRUCTURE VARIESG
Sp�NG
POST VITFi SIDE L TP A ES
S s�'sMsDg1
FF gC
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED
COLUMNS
pos�ysp
NOTE: EACH COMPONENT IS INTER-
31/2' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
S�cFTpg04N�
MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
4@�FSG
RMIT
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
PEES
- MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
-
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
25%
TABLE
V Co
to C6
4-
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Lli
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558.85
1 .
OF CpI\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCR PnDN
4 STEL JOB # 15.1071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
0 �rArv�
V
ppS
Sp�NG
gc�NG
"'
•
9
x
3 p�
M
0 "tiC
W
LENGTH OF STRUCTURE VARIES
G.
X60
24
MANDATORY BEAM SPICE - SEE--/®,�O
G
�%
M„ .
O LC
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
OST CROSSSECTI
LENGTH OF STRUCTURE VARIES
NG
EXTERIOR POSTS '00S
SF�cT
SEE POST DETAI
SpgC/
MANDATORY BEAM SPICE - SEE
'9@ N
SFS O'
3 1/2' SLAB
DETAIL 11, SHEET 12
p0
POST CR
SEE POST
SS -SECTION,
DETAIL,
NOTE: EACH PONENT IS ER
MAY BE USED _
EE
- NOPO SPLICES T
T��FS7NG
ti
-
CHANGEABLE WITH ANY OTHER
sF STsp
FT9@ g�rN
FOOTIING,
TABLES
3 1/2' SLAB
COMPONTENT UNLESS OTHERWISE SHOWN.
RFs G
°os
MAY BE USED
TO CONSTRAIN
NOTE: THIS STRUCTURE
NOTE: EACH COMPONENT IS INTER-
SFFT'9B
SEE
Y�OOPEN
BE COVERED.
CHANGEABLE WITH ANY OTHER
qC�N
TAB ESFOOTING,
FOOTING
FOOTING SEE TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
CFS c
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING SEE TABLES
- MAY NOT BE COVERED.
TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
V Co
to C6
4-
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558.85
1 .
OF CpI\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCR PnDN
4 STEL JOB # 15.1071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
a �
m
a�
7�
A o 0 0 o U o t . 0 F 0 (i 01, M 0 I 0
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
24" TRI -"V" PAN 2 { , 12" x 3 1/2" W PANEL 6" / 8' x 234" FLAT PAN
25' .40' .40' .50' .77' .09R Q.S. .67
R=.117'
.35• .77• 1 180•F I
b7' T= (SEE TABLE 40'43.0110
.75' 43' '45' ("ALL RADII .06R)
BELOW) 3' 0' b5. T- (SEE TABLE .70' 25'
2 6' 41 5' BLOW) 282• .38' 2, 7•
L 1. 0' a T= (SEE TABLE BELOW
45'
ZT .7 .65' TYR
.403.00' .50' .50'�+�4.50' 40• .50�, .433' L3' L3' .433' 1.92' �7 ' -1.92' .75' L92'
s
4 00.
ALUM. ALLOY 3004-1136 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 30041136 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 1 25 30 40 50
24" TRI -"V" PAN
0.88 0.83 0.75 0.80
24•x234"x0.018" 0.85
0.80 0.65 0.65 -
LUSL
PANELT
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXP.8
EXP -C
EXP.B
EXP.0
3'9
(IN.)
.020(l)
110 MPH SPAN
MPH SPAN
10'-3"
10'-3"
10'-3'
10'-3'
10'-3"
12'-6"
018
11'-1'
11'-2"
10'-T
10'-T
9'-11"
15'-3'
15'-3"
15'-3'
B' 6'
8'-7'
8'-1'
8'-2'
T-5"
.024
V14'3",,�
12'_3"
12'_3,
12'_3"
12'_3,
12'_3"
10
.024
12'-T
12' 8"
11-10
12'-0'
11'-1'
10
10'-10'
10'-1'
17'-r
9'-9"
9'-9"
9'-2•
9'-3"
8'-r
12'-8"
032
12'-0"
14'-3"
14'-3"
14'3'14'_3'
14'-3"
13'-7"
.032
13'-r
14'-9"
14'-9"
14'-0"
14'-1'
13'-3"
5'-10'
5'-10'
19'-r
19'-r
19'-r
19'-7"
19'-r
024
040
8'4'
8'4•
8'4"
8'4•
8'4"
8'4•
.018
16'-8'
16'-9"
15'-9"
16'-0'
15'-0"
11'-4'
7'-9"
T-5"
7'-5'
7'-2"
7'-2
6'-10'
14'-2"
020(1)
10,_1,
10'_1,
10'_1,
101_1,
101_11
10•_1"
20
.024
10'-1'
9'-6•
9'-0'
9'-0"
9'-1"
18'-0"
18'-0"
,rte•
8' 8"
8'4"B_5•
8'-1'
8'_1•
T-9"
12._1"
12._1"
12,_1"
12,_1,
12._1,
12,_1,
.032
11'-2•
10'-3'
10'-4•
20
10'-9"
10'-3"
10' 4'
9' 8'
9'-9'
9'-9"
16'-2"
15'-8"
7'-3-
7'-3•
T-3"
T-3•
7'-3'
T-3'
17'-7"
17'
018
17'-r
13'-3'
12'-9'
12'-9"
12'4•
12'4'
11'-7"
19'4"
7'-8'
7'4"
7'4"
7'-1"
7'-1'
6'-10"
8'-9•
8'-9•
8'-9"
8'-9'
8'-9'
8'-9'
25
.024
15'-1'
14'-7"
14'-T
13' 8"
14'-1"
14'-10"
8'-8"
8'4'
8'-5"
8'-1'
8'-1"
7'-9'
16'-10'
9'-8"
9'$"
9'8"
91-8•
9'$"
9'$•
V12e"-O"
.032
10'-2"
9'-10"
9'-3"
9'-5'
8'-11'
9'-0"
12'-1•
12'-1"
10'-6"
10'-2"
10'-2"
9'-r
9'-8"
.020
6'-r
6'-T
6'-7"
6'-7"
6'-r
6'-r
.018
10'-3"
9'-1'
25
7 3"
7'-0"
T -O`
6'-9"
6'-10'
6'-T
3,_2"
10'-4'
B'-3"
8'-3"
8'-3"
8'-3'
8'-3"
8'-3•
30
.024
11'4"
11'4•
11'4"
12'-T
12'x"
13'-3"
,2'-3"
11'-0
13'-3"
14.2,
14'_2,
14'_2•
-9•r
14,_2,
r.032
040
9'-1"
9'-1'
14'4'
14'-2"
13'-T
13' 8"
13'-0"
9 -9'
9.3"
10'-0•
P-1-9-1'
9'-2"
8'-10"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 1 25 30 40 50
12"x334"x0.020" -
0.88 0.83 0.75 0.80
24•x234"x0.018" 0.85
0.80 0.65 0.65 -
24"x2322"x0.024" 0.90
0.88 0.70 0.65
24"x2Y2"x0.032" 0.90
0.88 -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
° APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
7 NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET
FOOTNOTE: "SAMPLE"
° FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
3�
2 ti
Ll
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$5 8 85
OF CAL\FC�'
03-03-15
DURALUM
IAPM0 0195
ASSUMPTION
AW APPROVAL
REVISIONS
KIRK I DATE OESGRPTKIN
4 STEL JOB # 15-1071-1
DATE 3/3/2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
12"x 3 112'W PANEL
8"x 234" FLAT PAN
LUSL
PANEL'r
(IN.)5F.
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.0 EXP.B EXP.0 EXP.B EXP.0
13'_9•
13'_9•
13.9•
13,_8•
13'9
3 _9,
3'9
LUSL
.020(l)
110 MPH SPAN
MPH SPAN
MPHSPAN
EXP C EXP.B EXP C EXP.13 EXP C
>190
12'-6"
12'-0•
11'-1'
11'-2"
10'-T
10'-T
9'-11"
15'-3'
15'-3"
15'-3'
15'-3"
15'-3'
15'-3"
020
.024
020
13'-2'
12'-T
12' 8"
11-10
12'-0'
11'-1'
10
10'-10'
10'-1'
17'-r
17'-r
17'-7•
17'-7"
17'-T
12'-8"
032
12'-0"
114"
11'-0'
10'-9"
13'-r
13'-7"
13'-7•
13'-r
14'-9"
14'-9"
14'-0"
14'-1'
13'-3"
5'-10'
5'-10'
19'-r
19'-r
19'-r
19'-7"
19'-r
024
040
024
16'-8'
16'-9"
15'-9"
16'-0'
15'-0"
11'-4'
11'-3'
11'-0'
11'-3'
11'-3"
11'-3"
11'-3"
14'-2"
020(1)
13' 4"
12' 8"
12'-9'
12'-1'
15'-T
15'-7"
15'-7"
10'-1'
9'-6•
9'-0'
9'-0"
9'-1"
18'-0"
18'-0"
,rte•
,�*l1r-s"
18'-0•
1z'�•
1z,�".024
032
.032
11'-2•
10'-3'
10'-4•
20
14' 8'
14'$"
14'$'
14'-8"
14'-8"
14'-8"
16'-2"
15'-8"
.032
15'-0"
15'-1'
4'-3•
14'-3-
17'-7"
17'
17'-7"
17'-r
13'-3'
12'-9'
12'-9"
12'4•
12'4'
11'-7"
19'4"
16'-3"
16'-3'
16'-3'
16'-3•
16'-3"
040
040
.040
15'-1'
14'-7"
14'-T
13' 8"
14'-1"
14'-10"
14'-10
11'-1'
11'-1'
1'-1'
11'-1•
11'-1•
16'-10'
.020(l)
16'4"
16' 6"
>9
V12e"-O"
10'-2"
10'-2"
9'-10"
9'-3"
9'-5'
8'-11'
9'-0"
12'-1•
12'-1"
12'-0"
12'-0"
12'-0'
12'-0"
12'-0"
.020
.02410'-2'
.ozo
10'-3"
9'-1'
25
8'-9•
8'4"
13,_2"
13'_2"
13,_"
13•_2"
3,_2"
10'-4'
10'-3"
032
-1'2'-2"
11'4"
>1"V-6"
11'4"
11'4•
11'4"
12'-T
12'x"
13'-3"
,2'-3"
11'-0
13'-3"
14.2,
14'_2,
14'_2•
14,_2"
14,_2,
14,_2,
040
.024
14'4'
14'-2"
13'-T
13' 8"
13'-0"
9 -9'
9.3"
10'-0•
10'-6"
10' 6"
10' 6"
10'-0"
10'2"
11'-8"
.020(l)
11'-3•
10'-7•
13'-0"
13'-0"
13'-0"
13'-0"
13'-0"
9'-2"
8'-9'
8'-11"
W-5"
8'-6"
8'-2-
15'-0•
11'-3'
11,_3"
11•_3,
11,_3,
11,_3"
11'_3"
.024
.032
1o' 6•
1o'-1
10'-T
9'-r
s' -s•
s' -z"
30
11'-0"
12'-6"
12'-6"
12'-0'
12'-0'
12'-6"
12'-0"
13'-7•
13'-0"
.032
12' 8"
14'-6"
14'-6"
14'-0"
14'-6"
14'-6"
14'-0•
16'x"
16'-8"
11'2•
16'-8•
16'-8'13'-V12'-10"
13'4•
13'4"
13'4•
13'4"
13'4"
13'4"
.040
040
r16".-8"
14'-2"
13'-8"
13'-0"
13'-0"
13'-3"
12'-0'
12'4"
12'-6"
9'-1"
9'-1"
9'-1•
'-1"
9'-1"
9'-1"
14'-10
.020(l)
>7
9'-9"
9'9"9'9"9'-9"
8'-0"
8'-1'
8'-1"
7'-10'
T-10'
7'-0"
10'-4
10'-3"
10' 3"
10'-0"
10'-3"
10'-3"
10'-3"
.024
.020811"
9'S"
9'-1"
9'-1"
8'-10'
8'-10'
8'-T
40
11'4'
11'4'
11'4"
11'4'
11'4"
11'4"
9' 8"
9'-9"
32
E
10'4"
10'4"
10'4"
10'-4"
10'4"
10'4"
11'-3'
11'-1"
11'-0"
10'-7"
111_1.
11,_1•
12'_2•
12,_2•
12,_2,
12,_2,
12,_2,
12,_2"
040
.024
12' 8'
12'4"
12'4"
12'-1"
12'-1'
11'-8"
9'-3'
8'-10'
8'-2'
8' -2"
8 -2•
8 2"
8 2"
8 -2"
1,'-0"
.020(l)
11'4"
11'4"
11'4"
11'4"
11'4"
11'4'
7'-1"
T-1'
7'-1"
6'-11'
6'-11"
6'-9•
9'-2"
9'-2"
9'-2•
9'-2"
9'-2°
9'-2"
o2a
.032
8'-0"
7'-10"
7'-10"
T 8'
7' 8"
7' 6"
so
10'4"
10'-7•
1 0'-r
10'-T
,0'-T
10'-7"
1O' -r
13'-2"
12'4"
.032
12,_3•
12'_3,
12,_3,
12,_3,
12'_3,
12,_3,
r-10
13'_1"
97-
9'-7"
9'-T
9'-3'
9'-5"
V-11"
11'-3'
11'3'
11 _3,
11.3•
11•_3,
11,_3"
040
13'-3"
12'-9"
12'-9'
12'-3"
12'4"
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DURALUM
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ASSUMPTION
AW APPROVAL
REVISIONS
KIRK I DATE OESGRPTKIN
4 STEL JOB # 15-1071-1
DATE 3/3/2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
8"x 234" FLAT PAN
6" x 234" FLAT PAN
LUSL
P ) EXP.B
PH SPAN
MPH SPAN
MPH
LUSL
P l N) T
110 MPH SPAN
MPH SPAN
MPHSPAN
EXP C EXP.B EXP C EXP.13 EXP C
EXP.B EXP C EXP.B EXP.0 EXP.13 EXP.0
12'-6"
12'-0"
12'-0"
12'-0"
12'-0"
12' 6"
14'-r
14'-r
14'-7"
14'-7"
14'-7'
14'-T
020
020
10'-10'
10'-1'
10'-3"
9' 6"
9'-r
9'-0"
12'-8"
12'-0"
12'-0"
114"
11'-0'
10'-9"
13'-r
13'-7"
13'-7•
13'-r
13'-r
13'-T
is, -10"
5'-10'
5'-10'
5'-10'
5'-10"
5'-10"
024
024
10
11'-4'
11'-0'
10'-9"
10'-10
10'-1"
10
14'-2"
13'-4"
13' 4"
12' 8"
12'-9'
12'-1'
15'-T
15'-7"
15'-7"
15'-r
15'-T
15'-r
18'-0"
18'-0"
18'-0"
18'-O
18'-0"
18'-0•
032
.032
13'4•
12'4"
12'-0"
12'-0•
16'-2"
15'-8"
15'-9"
15'-0"
15'-1'
4'-3•
14'-3-
17'-7"
17'
17'-7"
17'-r
17'-7"
17'-r
19'4•
19'4"
19'-4•
19'4"
19'-4'
19'4"
040
.040
14'-10"
14'-10
14'-1"
14'-2"
13 4'
17'-0'
16'-10'
1T-0"
16'4"
16' 6"
16'-0•
10'-2"
10'-2"
10'-2"
10'-T
10'-T
10'-2•
12'-1•
12'-1"
12'-1'
12'-1"
12'-1"
15'-4•
.020
.ozo
9'-1'
8'-9"
8'-9•
8'4"
8'-6"
T-11"
10'-10"
10'-4'
10'-3"
9'
11'4"
11'4"
11'-4"
11'4"
11'4•
11'4"
13'-3"
13'-3"
13'-3•
13'-3"
13'-3"
13'-3"
.024
.024
20
10 -1"
9'-8-
9 -9'
9.3"
9 -5"
8 -11 •
20
12'-2•
11'-8"
11'-8"
11'-T
11'-3•
10'-7•
13'-0"
13'-0"
13'-0"
13'-0"
13'-0"
13'-0'
IT -6 .
15'-6"
15'-0"
15'-0•
15'-6'
.032
.032
11'-10•
,1'4'
11' 6'
11'-0"
11'-0"
10'-0"
14'-2'
13'-7•
13'-0"
13'-1'
12' 8"
14'-6"
14'-6"
14'-0"
14'-6"
14'-6"
14'-0•
16'x"
16'-8"
16'$"
16'-8•
16'-8'13'-V12'-10"
040
040
r16".-8"
13'-0"
12'4"
12'-6"
11'-10"
15'-6"
15'-2"
14'-10
14'-10"14'-3"9'-9'
9'-9"
9'9"9'9"9'-9"
9-9'
10'4'
10'4"
10'-4
10'-4
10' 4'020
.020811"
8-8"
8'$'
8'-3'8'-3"
7'-10'
10' 8'
10-1
10'-3"
9' 8"
9'-9"
9'4'
10'4"
10'4"
10'4"
10'-4"
10'4"
10'4"
11 _1,
11,_1"
11,_1"
111_11
111_1.
11,_1•
.024
.024
25
9'-11'
9'-T
9'-T
9'-2"
9'-3'
8'-10'
25
12' 0"
1I V-6"
11'-7"
10'-10
1,'-0"
10'-0'
11'4"
11'4"
11'4"
11'4"
11'4"
11'4'
12'_1"
12_1,
12_1•
12_1•
12_1•
12'_1•
032
.032
11'-10'
11'-3"
11'-3'
10'-9"
10'-10"
10'4"
14'-1'
13'-T
13' 8"
13'-1"
13'-2"
12'4"
12,_3•
12'_3,
12,_3,
12,_3,
12'_3,
12,_3,
r-10
13'_1"
13,_1,
13,_1"
13•_1"
.040
13'-3"
12'-9"
12'-9'
12'-3"
12'4"
11'-9"
15 4'
15'-1"'
8"
14'-9"9'-3"
9'-3"
9'-3'
9-3'
9'-9"
9'-9"
9'_9•
9'-9".020
.020B'-5•
W131
B'-1'
7'-9"
T-10"7'-0'
9'-11•
9'-T2'
9'4"
8'-11'9'9"9'-9"
9'-9"
9'-9"9'-9'
10'4"
10'4"
10'4"
10'4'.024
V9'-3'9'-3•
.024
30
9-0•
92'
810"
B-11"
84"
30
114"
10'-9"'4"
10'-6"
9'-11"
10'-9"
10'-9"
10'-9"
10'-9"
10'-9•
11'4"
11'4"
11'4"
11'4'
11'4"
11.032
.03211'1"
10'-9"
10'4"
10'4"
10'-0"
13'-2"
12' 8"
13'-0"
12'-0"
12'-r
11-10"
11'-r
11'-r
11'-T
11'-r
11'-7"
11'-r
12'-3"
12'-3"
12'-3"
12'-3"
12'-0"
12'-3"
040
.040
12'-7"
12'-2"
12'-2"
11'$"
11'-9"
11'-3"
14'-9"
14' 6"
14'-7"
14'-1•
14'-1'
13'-r
8'4"
8'4"
8'4•
8'4"
8'4"
8'4•
9'-0"
9'-0"
9'-0"
9'-0•
ozo
020
7 8"
7' 6"
Tf'
T-3'
T-2"
6'-11"
9'-1"
8'-10•
8'-10"
8'-r
8'-6"
8'-1'
9'-0"
9'-0"
9'-0•
9'-0"
9'-0'
'-0"
9'-0"
9'-6"
9'-8"
9'-6•
9' 6'
9'-6•
.024
>7
.024
40
8 8"
8-3"
8-3"
8-0"
8-1"
7-10"
40
10'-2"
9'-10"
9'-10"
9'-r
9' 8"
9'-3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9•
9'-9"
12'-1"
12'-9"
12'-9"
12'4'
12'-6"
12'-1"
032
.032
10'-2"
9'-10'
9'-10"
9'-7"
9'-r
9'-3"
10'-3'
10'-1"
10'-1"
9'-10"
9'-10"
9' 8"
10'-T
10'-7"
10'-7"
10'-T
O'_7"
11'_2"
11,_2"
11,_2•
11,_2,
11,_2,
11,_2•
oao
040
11' 6"
11'-z'
11'-2"
10'x"
13'-9'
13'4"
13'-0"
13'-0"
13'-1"
12'-T
7-5-
7 5"
7-5"
7-5"
8'-3"
8'-3"
8'-3-
8,_3"
8'-3"
8'-3"
020
W8'-3'8
020
6'-5"
6'-5'
6'-3"
7'-8-
' 8"
8 -3•
8 -3"
8 -3"
8 -3'
8'-9•
8'-9"50
024
0248'9"
7-4
73'
T-3'
7 1"
7-0
611
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r
8 5"
84"
81"9._1.9._1.
9.1.
9,1,
9.$.
9.$.9.$,
032
.03286'
W81_918'-9'8'9'
8'-5
84"
83"
10'43"
10'-1"
1o'-1"9'-9"
5112'
9'"'-9''9'10'4'
10'4'
10'4"
040
9'-9"
9'-5"
9'-7"
92"
1,'-10"9"
11'-0"
11' 6"
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03-03-15
DURALUM
IAPM0 0195
ASSUMPTION
AW APPROVAL
REVISIONS
KIRK I DATE OESGRPTKIN
4 STEL JOB # 15-1071-1
DATE 3/3/2015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
o C e D ,e E o F e "G e H o I e
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
1
2 M
ti
W co o
Z U) r''
0
w a�U-j
z�
w_
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00
Q M
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55..8.5.
OF CA10FC�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCRPRON
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
TABLE 1
TABLE 2
TABLE 3
(2)
2"x6 %Z' AND
WALL
HANGERS, 311x8" AND
EXTRUDED AND 3"x8"
WITH
6Y2"
ROLL
FORMED
BEAMS
STEEL
HEADERS
STEEL
INSERT HEADERS
NUMBER OF N0.14 TEK OR SMS SCREWS
NUMBER OF NO.14 TEK OR SMS SCREWS
NUMBER OF NO.14 TEK OR
SMS SCREWS
PER
FOOT OF BEAM
LENGTH
PER
FOOT
OF WALL HANGER AND
BEAM
E9SP
H
PER
FOOT OF BEAM
LENGTH
!
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. BI EXP.
C EXP. B EXP. C EXP. B EXP. C
EXP. El EXP.
C EXP, B EXP. C
EXP. B EXP.
C
~
~
~
5'
1
1
1 1
1
2
5'
1
1
1 1 1
1
5'
J-1—
1
1 1
1
1
1
2 2 2
2
2
1
1
1 2 2
2
1
1 1
1
1
6
1
1
1 2
2
21
6
1
1 1 1
2
6
1
1
1 1
1
1
2
2 2 2
2
3
1
2
2 2 2
2
1 1
1 1
1
1
7
1
1
1 2
2
2
7
1
1
1 2 2
2
7'
1
1
1 1
1
1
2
2 2 3
3
3
2
2
2 2;. 2
2
1 1
1 1
1
2
$
2
2 3
2
2
$'
1
1
2 2 2
2
$,
1
1 1
1 1
1
1
2
2 2
3
3
2
2
2 2 3
3
1
1 2
'I
2
91
2
2
2 2
2
2
9'
1
2
2 2J 2
2
9�
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
3
10'
1
2
2 2 2
2
10'
1
3 3 3
3
4
2
2
2 3 3
3
1ME2
222
2
2 2
2
311
12
2
2
3
3 3 4
4
4
2
3
3 3. 3
3
122
2
2
3 3
3
3
,12
12
22
2
3 2323.
3
1
1
2
3
3 3 4
45
,2 2
412'
2
2
2
13'
2
2
2 3
3
3
13'
2
2
2 3 3
3
13'
1
1
2
3
4 4 4
5
2
3
3 3 3
4
2
2
2
FOOTNOTE: "SAMPLE"•
FIGURE INDICATES ATTACHED -a
FIGURE INDICATES FREESTANDING
1
2 M
ti
W co o
Z U) r''
0
w a�U-j
z�
w_
�wwM
o U cm
00
Q M
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rn
Q�FESS ick
.
55..8.5.
OF CA10FC�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCRPRON
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
2 M
ti
W co o
Z U) r''
0
w a�U-j
z�
w_
�wwM
o U cm
00
Q M
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rn
Q�FESS ick
.
55..8.5.
OF CA10FC�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCRPRON
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
A o 0 o t; o 0 o t o F o G o n o t
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
LUSL
^T^
(IN.)
z Z
aL
v o
TYP.
3" x 8" RAFTER
B '
z Z
aL
no
2" X 6 1/2" RAFTER
z Z
aC'
u o
DBL. 2" x 6 1/2" RAFTER
110 MPH 120 MPH 130 MPH
LUSL
^�
(IN)
110 MPH 120 MPH 130 MPH
LUSL
^T^
SIN)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP B EXP.0 EXP. B EXP.0 EXP. B EXP.0
10
.042
16"
* 2"x6.5" RAFTER
"M.ALLOY 3004-H36
�-2929'-8"
26'-3"
28'-9"
26'-3"
29'-3"
26'-3"
26'-3"
25'-7"
10
.024
16"
16'-0"
14'-2"
15'-10"
14'-2"
16'-0"
14'-2"
15'-0"
14'-2"
15'-9"
14'-2"
13'-8"
13'-9"
10
.024
16"
22'-6"
10"19'4"
22'-4"
22'-6"
21'-1"
22'-2"
19'-2"
24"
24'-2" 24'-1" 24'-2" 23'-0" 24'-0" 21'-6"
21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0"
24"
13'-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2"
11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3"
24"
18'-4" 18'-3" 18'-4" 17'-3" 18'-2"
16'-3" 16'-3" 16'-3" 16'-3" 16'-3"
15'-8"
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'-8" 20'-1" 18'-2"
18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7"
.032
16"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-3" 25'-3" 25'-3" 25'-3" 25'-3"
25'-7"
24'-8"
24"
18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9"
17'-10" 17'-10" 17'-10" 1r—lo" 17'-10" 17'-10"
24„
16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10"
14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-4"
24"
23,-4„ 23'-3" 23'-4" 22'-8" 23'-1"
20' 8" 20'-8" 20'-8" 20' 8" 20'-8"
20'-10"
20'-2"
25
.042
16"
19'x" 19'-8" 19'-8" 19'-8" 19'-8"
21'-6" 21'-6" 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"
042
16"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
30'-8" 30'-8" 30'-8" 30'-8" 30'-8"
32'-8"
29'-10"
24"16'-1"
F6' -116'-1" 16'-1" 16'-1" 16'-1"
--:l7'-7" 17'-7" 17'14" 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" 27'14" 27'-10"
25'-1"25'-1" 25'-1" 25'-1"
26'-8"
24'-4"
30
.042.024
16"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
20
16"
12'14"
11'-9"
12'14"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
20
.024
16"
17'-4"
16'-7"
'17'14"
16'-7"
17'14"
16'-7"
17'-4"
16'-7"
17'14"
16'-7"
17'-3"
16'-7"
24"15'-7"
13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9"
15'-7" 15'-7" 15'-7" 15'-7" 15'-7"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1"
9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8"
24"
14'-2" 14'-2" 14'-2" 14'-2" 14'-2"
13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
14'-2"
13'-7"
40
.042
16"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
16'-8" 16'-0" 16'-8" 16'-8" 16'-8" 16'-8"
.032
16"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
.032
16"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
21'-1" 21'-1" 21'-1" 21'-1" 21'-1"
22'-0"
21'-1"
24"
12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1"
13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8"
24"
12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
24"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
17'-3" 17'-3" 17'-3" 17'-3" 17'-3"
18'-0"
17'-3"
50
.042
16"
13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
15'-0" 15'-0" 15'-0" 15'-0 15'-0" 15'-0"
042
16"
19'-0" 19'-0" 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'-8" 26'-0"
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 11'-2" 11'-2"
24"
15'-6" 15'-6" 15'-6" 15'.-6" 15'-6" 15' 6"
14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9"
24"
21'-10" 21'-10" 21'-10" 21'-10" 21'-10"
20'-10" 20'-10" 20'-10" 20'-10" 20'-10"
21'-9"
20'-10"
* NOTE: SINGLE RAFTERS SPACED
32" O.C. WHEN DOUBLED AND SINGLE
24" O.C. MAY BE USED AT 48" O.C.
16" O.C. MAY BE USED AT
RAFTERS SPACED
WHEN DOUBLED.
024
16"
10'-7"
11'-7"
10'-7"
11'-7^
10'-7"
11'-7"
10'-7"
11'-6"
10'-7"
11'-6"
10'-7"
11'-2"
024
16"
15'-10"
16'-3"
15'-10"
16'-3"
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" 8'-1" 8'-1"
9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2"
24„
13'1}" 13'x" 13'-4" 13'-2" 13'-3"
9'-3" 9'-3" 9'-3" 9'-3" 9'-3"
12'-9"
9'-3"
.032
16"
14'-4"
14'-9"
14'-4"
14'-9"
14'-4"
14'-9"
14'-4"
14'-6"
14'14"
14'-7"
14'-4"
14'-2"
.032
16"
20'-2"
20'-9"
20'-2"
20'-9"
20'-2"
20'-9"
20'-2"
20'-6"
20'-2"
20'-7"
20'-2"
19'-10"
25
25
24"
11'-1" 11'-1"
24"
16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
16'-7"
12'-1"
12'-1"
12'-1"
11'-10"
12'-0"
11'-7"
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
.042
16"
17'14"
17'-9"
17'14"
17'-9"
17'x"
17'-9"
17'-4"
17'-7"
17'-4"
17'-8"
17'-4
17'-1"
.042
16"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
24'-6"
24'-6"
24'-0"
25'-1"
24"
13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
-::
14'-7" 14'-7" 14'-7" 14'14" 14'-6" 14'-0"
r24-
20'-0" 20'-0"
20'-0" �2�0'-6"20`
20'-6" 20'-6"20'-6"20'-6"
20'-0"
0.042'
TYP.
B '
024' 6.
.032
.032f--6.
.042'
.042'
I- —3.0'---- I
F- 2.0'- I
1-,2.0• I I
MAX..O'�
* 3"x8" RAFTER
* 2"x6.5" RAFTER
"M.ALLOY 3004-H36
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004+136 OR
ALUM. ALLOY 3004-1-136 OR
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll
W (D o6
2 wmMmo
OZ U rn
J
w Q��.
U) w `l
W W M
W M
M
U C�
Z 00
� M
v
FESS ICWy!
$5.885
OF CAL \E�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAM DATE DESCRFtwN
4 STEL JOB # 15.1071-1
DATE 3x"15
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
v r o u
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C '
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
2
W � r6
L CV M
ZO U rn
w QW
07 W
WW
ch
o U rn
Z 00
CQ M
'[r
rn
FESS 1
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S5885
OF CAOFC�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
AtnRK DATE DEMRwnON
4 STEL JOB # 15.1071.1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL 8L PATIOS
SH -6
6 OF 50 SHEETS
z W 2"
z
a �'
Nop
6.
X 6 1/2" RAFTER
ISO -
Z W
z
a v
,moo
DBL.
2"x 6 1/2" RAFTER
LUSL
(IN.)
110 MPH 120 MPH 130 MPH
LUSL
"�
(INJ
110 MPH 120 MPH 130 MPH
g EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024
16"
9'-9"
--1 —W-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-0"
9'-9"
10 '-3"
024
16"
14'-8"
14'-0"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-0"14'
14'-8"
8"
14'-8"
14'-6"
24"
7-6" 7'-6" T-6" 7'- 8'-6" 6" 7'-6" 7'-6"
8'-6" 8'-6" 8'-6" 8'-6" 8'-6"
24"
11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
11'-10 11'-10 11'-10 11'-10 11'-10
11'-2"
11'-10"
30
.032
16"
12'-6"
12'-6"
12'-6"
-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
30
.032
16"-::l8'x"
18'-7"
18'-7"
18'-4"
18'-7"
18' 4"
18'-7"
18'x"
18'-7"
18'-4"
18'-7"
18'x"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
10'-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"
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
l6"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
24"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
12'-10 12'-10 12'-10 12'-10' 12'-10 12'-10
24"
18'-6" 18'-6" 18'-6" 18'-0" 18'-6"
18'-2" 18'-2" 18'-2"18'-2" 18'-2"
18'-6"
18'-2"
024
16"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
—02412'-8"
2'-10"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
12'-8"
24"
6'-2" 6-2" 6'-2" 6'-2"6'-2" 6'-2"
7'-2" 7'-2" 7'-2" 7'-2" 7'-2"
F24"-
9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
10'-4"10'x" 10'-4" 10'x" 10' 4".10'x"
[7-10"
'-10"7'-2"
40
.032
16"
10'-10"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
10'-10"
11'-6"
40
.032
16"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'14"
16'-1"
16'4"
16'-1"
24"
8.'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6"
12'-6"
9'-4"
9'-4"
9'-4"
9'�"
9'�"
9' 4"
13'-2"
.042
16"
13'-2"
9"13'-9"
13'-2"
13'-2"
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"
1914"
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"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
7'-3"
8'-2"
024
16"
10'-10"
11'-4"
10'-10"
11'4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
11'-4"
10'-10"
1 V-4"
24"
5'-2" 5'-2" 5'-2" T-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"
9'14" 9'-4" 914" 9'-4" 9'14"
8'-3"
9'-4-
50
50
.032
16"
91-9. 9'-9" 9'-9" 9'-9" 9'-9" 9'-9"
10'-3"10'-3" 10'-3" 10'-3" 10'-3"
.032
16"
14'-8"
6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
24"
7'-0" T-0" T-0" 7'-0" 7'-0" T -O"
8'-4"8'-4" 8'-4"
24"
11'-3" 11'-3" 11'-3" 11'-3" 11'-3"
11'-10" 11'-10" 11'-10" 11'-10" 11'-10"
11'-3"
11'-10"
.042
16"11'-9"
'12- 6"
12'-6"
12'-6"
12' 6"
12'-6"
11'-9"
12'-6"
,042
16"
17'-9"
1 7'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17' 6"
17'-9"
17'-6"
24"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
10'-2" 10'-2"
24"
13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
14'-3"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
2
W � r6
L CV M
ZO U rn
w QW
07 W
WW
ch
o U rn
Z 00
CQ M
'[r
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FESS 1
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S5885
OF CAOFC�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
AtnRK DATE DEMRwnON
4 STEL JOB # 15.1071.1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL 8L PATIOS
SH -6
6 OF 50 SHEETS
024'
6.
ISO -
. 032
.0321-6'
.042'
,042'
MAX�.O'�
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 OR
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
2
W � r6
L CV M
ZO U rn
w QW
07 W
WW
ch
o U rn
Z 00
CQ M
'[r
rn
FESS 1
o
S5885
OF CAOFC�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
AtnRK DATE DEMRwnON
4 STEL JOB # 15.1071.1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL 8L PATIOS
SH -6
6 OF 50 SHEETS
6.5" ROLLFORM
A GUTTER FASCIA
ALUM.ALLOY
3004-H36
o U o U o t • o h o V o
SPLICE
WHERE
0.075'.
TYP.
B MAG BEAM
ALUM. ALLOY
6063-T6
DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
(-,1 D B L. 2"x6.5"0.032"
`� ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3"x8"x0.042" BEAM
(P)W/
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.
HEADER BEAM TYPES
SPLICE
WHERE
0.070'
TYP.
C 4" I -BEAM
ALUM. ALLOY
6063-T6
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
3. '
.032'
ALUM
B 3" SQ. ALUM POST
ALUM. ALLOY 3004 H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
EXT. CLIP
0.375'
SPLICE
WHERE • I T=12 GA. INSERT
OCCURS ASTM A653 SS WHERE
\�I .032' GRADE 50 G60-\3, ' OCCURS-
4.5'
CCURS-
4, ' ALUM. 6.6 6
0.110'
TYP. TYP, I
I TYP. � 1--3.0'�
3" SQ.x0.032" ALUM. BEAM 0.35'
E W/ 12 GA. STL. "U" CHANNEL
00' ASTM A653 SS GRADE 50 G60 1.7
D4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
@_RBL .3"x8"x0.042"BEAM
AUM. ALLOY 3004-H36
OR EQUAL
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE;
G60
3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
3"x8x0.042" BEAM
N W/ 12 GA. STL. INSERT
ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3'x8" BEAM.
COLUMN / POST TYPES
nn7d-
C 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
F ASTM A653 GRADE 50 CP60
3" SQ. ALUM. POST
WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
ALUM.
ALLOY
6063 -To
VA
T' I -BEAM
F
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
0.075' 3 ,
TYP. iL
3.01 I
E MAG POST
ALUM. ALLOY
6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
W co
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03-03-15
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IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KAM I DATE DESCFJI "
4 STEL JOB q 151071-1
DATE 3(JI2015
DRAWN BY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
=3"SQ.xt=0.188"
=3"SQ.xt=0.250"
IH
=3"SQ.xt=0.313"
=4"SQ.xt=0.188"
=4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
W co
�06
2 LLJ
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KAM I DATE DESCFJI "
4 STEL JOB q 151071-1
DATE 3(JI2015
DRAWN BY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
1
0
2
0
3
0
4
0
5
0
6
0
7
0
B
C o D •o t o F o G 1 o
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
0 1 0
A34 FRAMING ANGLE
NOTE: WHERE COVER CONSTRUCTION INCLUDES
DESIGN (E) WALL COVER
t— 3/16• STEEL NOTEI BRACKET CAN BE
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS
LOADS OPENING
PROJECTION
8-
0 1/4"0 HOLES,TYP. LOCATED ANYVHERE DN EAVE.
SEE TABLE 2
FASTENERS, SEE TABLE 3
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
STUD WALL FRAMING WHERE ONE OR MORE OF THE
10, 20 psf >8'
>18'
COVER
LUSL
0
0 TYP. BRACKET
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
(A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
FOLLOWING CONDITIONS OCCUR:
30.40 8 50 psf > 6'
> 14'
AND EXPOSURE
AT EVERY 2x
CAUCK JOINTS AND SLOPE
R.F. OR EXT. HANGER
120,C
130,13
130,C
10
8 o
o
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
11/4" 24
2z ORDc8LEDGER
o
m
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
PER TABLES 3 &JN-
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
20
ALUM. PANEL OR
2"x6" FULL OR
2"x8" NOTCHED
EXIST. RAFTERS AT
2x WOOD STUD OR
26'-0"
26'-0"
F
3x ALUM. RAFTER
110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
24' O.C. AT ROOF
1'
CONCRETE WALL
FOR
RAFTER
}# 4x3 1/2" W.
EXIST. FASCIA BOARD
26'-0"
OVERHANG
3
S ATSIMPSON'D.C. STRONG -BOLT 2
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"
2X FULL DEPTH
26'-0"
25'-2"
264"
20'-7"
ALLOWABLE PROJ.
EXISTING EAV
WOODSCAB,1'
(A) (A) (A)
(A) (A) (A)
(B)
TO BEAM
OVERHANG
WHERE OCCURS,
2" x 6" NOTCHED
26'-0"
NOTE, PLACE 'SIKA FLEXIMILAR
SEE TABLE 1 (24" MAx•)
26-0"
SEE TABLE 2
26'-0"30
8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
MATERIAL BETVEEN BRACKET AND NOTE: BRACKET MAY BE
26'-0"
26'-0"
26'-0"
4—L
26'-0"
COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
40
W 0 SIMPSON STRONG -BOLT 2
SS AT 36. D.C. (a,b)
SEAL W/SAME CONNECTION'S.
SAL VE CONNECTION
26'-0"
WALL CONNECTION
26'-0"
A 'L
26'-0"
B
ALTERNATE EAVE CONNECTION
EXISTING ROOF OVERHANG DESIGN LOADS
(A) (A) (A)
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6"(AT 2"xG)2•
C
RDL = 3 psf (MIN) 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, 401 6 50 psf
50
OR KILN -DRY WOOD -FILLED 2'x6 X" OR 3•x6" ALUMINUM SECTIONS.
WITH A 10 psf MAXIMUM DESIGN LOAD.
2, EXISTING RAFTER ALLOWABLE BENDING STRESS IS
26'-0"
26'-0"
TABLE 1
TABLE
2
TYPE AND NUMBER
OR RAFTER
OF FASTENERS
CONNECTED
REQUIRED
TO EXISTING ROOF
AT ROOF PANEL
OVERHANG
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
MAXIMUM PROJECTION
(A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
COVER
LUSL
NUMBER AND TYPE
OF FASTENERS
WIND SPEED (MPH)
AND EXPOSURE
110,13
110,C
120,13
120,C
130,13
130,C
10
3/Z' 0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (a,b)
a= 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
10
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25' 4"
20'-7"
2" x 6" NOTCHED
26'-0"
26'-0"
26-0"
25'-7"
25'-4"
21'-2"
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
)V 0 SIMPSON STRONG -BOLT 2
SS AT 48. O.C. (a,b)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x8" FULL OR5'
2"X10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A)
25
S ATSIMPSON'D.C. STRONG -BOLT 2
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"
264"
20'-7"
7'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
(B)
(B)
S ATSI3M6PS 3ND STRONG -BOLT LT 2
2" x 6" NOTCHED
26'-0"
26'-0"
26-0"
26-0"
26'-0"
26'-0"30
8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
40
W 0 SIMPSON STRONG -BOLT 2
SS AT 36. D.C. (a,b)
2"x8" FULL
2"x10" NOTCHCH ED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
11'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
___F(B) (B)
(B)
(B)
(B)
50
I¢' 0 SIMPSON STRONG -BOLT 2
SS AT 24. O.C. (a,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) I (A) (B) (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'-o"
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:
a. EMBED ANCHOR 3' MINIMUM
INT❑ CONCRETE WALL AND
INSTALL IN ACCORDANCE
WITH ESR -3037
b. USE 3' SQ,x/4' STAINLESS
STEEL WASHER WHEN
INSTALLING NEW WOOD
LEDGER AGAINST EXISTING
CONCRETE WALL,
c, WHERE ROOF PANEL RAIL
OCCURS, USE Y2' DIAMETER
SCREW IN LIEU OF (2)
Ya' 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) )'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.
<m
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
I— WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m— (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)
40
2"x4"FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
�� 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x 6" NOTCHED
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
2"x6^ FULL OR
2x8 NOTCHED
19'-6"
19'-6"
19'-6"
19'-6"
19'- 6"
19'-6"
5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D)
6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
2"x8" FULL ORLAG
2"x10" NOTCHED
2s'-0"
26'-0"
26'-0"
26'-0^
26'-0"
26'-0"
7' (c) (c) (c) (c) (c) (c) (c) (c) (c) (D) (D) (D) (D) (D) (D) (D) (D) (o)
50
2" x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2" x 6" NOTCHED
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2"x6" FULL OR
2"x8" NOTCHED
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D)(D) (D) (E) (E) (E) (E) (E) (E)
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"
20'-9"
12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
Ll cy)
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
NAM DATE DESCWTION
4 STEL JOBS 15.1071-1
DATE 3!3/2015
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
CONNECTION DETAILS
SH -8
8 OF 50 SHEETS
ALUM. 3004-H36
�I t= 0.04"
FASTENERS
SHEET 8
SEE TABLE 3
(J
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS,
2.740" SEE TABLE 3, SHEET 4
FASTENERS, 078
SEE TABLE 3 SHEET 8 300"
.63 " T=.060" to
.25"R N
.05 FASTENERS o
FASTENERS, SEE TABLE 3 SHEET 8
SEE SHEET 4 O
J .20 5" A
Q CONTINUOUS A- RAIL A
ROOF PANEL (WHERE OCCURS) p
o I o
T=,060' TYP,--II-
1 1/2" OR 2"LATTICE
ALTERNATE 1/2"
BOLT CONNECTION --L
3"x 3"STL.POST (24")
INSERT ATTACHED OR
3"x 3"STL.POST COLUMN
FOR FREESTANDING _
#8 S.M.S.
— DDOOUNBLE RAFTER-
PLAALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL
CONNECT. (8 -TOT.)
1'
4.5" O 6"
#8 S.M.S. EACH SIDE
r—LATTICE 1 1/2" OR 2"
° ALTERNATE:
(2}2x6.5" OR _
(2) -3 -x8 -HEADER
(2) -1/2 -BOLT
2"x 6.5" SI DEPLATE CONNECTOR CO
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2}3"x8" HEADER
ALTERNATE:
(1) - 1/2" BOLT OR
(2)- #14 S.M.S. EACH RAFTER
EXISTING
1 I I 1 500" I I -As i hNLK5, w
�—"""'—^h SEE SHEET 4 ALUM.ALLOY
1 ��� FASTENERS,
1.880° SEE TABLE 3, SHEET 4
WOOD FILL OR
1.75"
6063-T6
AL 6063 -TOY
6063-T6
ALUMALLOY
ALUM. ALLOY
SEE NOTE, DETAIL B,
6063-T6
6063-T6
OROHANGERED
O EXTRUDED HANGER / CONNECTION
OC I.R. HANGER
"H" BRACKET
o
S, SEE TABLE 3,
SHEET 8
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(%3_)1'Y2"'0_ LAG SCREWS
1 1/2" 10# L.L =(2)#14 SMS EA. SIDE
20#,25#,30# L.L.=(3)#14 SMS EA. SIDE
/BEAM SPLICE TO
#14 SDS,
40#,50# L.L=(4)#14 SMS EA. SIDE
JI OCCUR DIRECTLY OVER 518"0 PLASTIC
3 PER SIDE
POST. NOT PERMITTED PLUG WHERE
1'
3/4" OR 1 1/2"
@ 2 -POST UNITS
6 SCREWS SCREW IS INSIDE
i
Q
_
PER SIDE I
2" x 6 1/2" OR
" .5" #14 SMS MAY
BE USE AS
j
5" MIN. 3"x 8" ALUM.
3.5" ALTERNATE TO
~
RAFTER
1/4"0 BOLTS
_
3.5"8"BEAM
IE�
� 3"x8"ALUM.#EACH
-- —--------
1,HEADER
U -BRACKET
I .5^L IX
1❑ OR
W
EXISTING WOOD STUD FRAMING
SEE NOTES
` 3"X8" ALUM.
E) STUCCO
BELOW 1 1 6 1/2" SIDEPLATE EA.
2' (E) STUCCO
x 3-1/2" LAG SCREWS L.L=10 psf
I SIDE SEE POST SCHEDRAFTER
0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf
#14 SMS EA. SIDE
PENETRATION BRACKET
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.�O and 50 psf
TOP, MID HEIGHT
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
BEAM TO POST CONNECTION 08
1 1/2" OR 2"LATTICE
ALTERNATE 1/2"
BOLT CONNECTION --L
3"x 3"STL.POST (24")
INSERT ATTACHED OR
3"x 3"STL.POST COLUMN
FOR FREESTANDING _
#8 S.M.S.
— DDOOUNBLE RAFTER-
PLAALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL
CONNECT. (8 -TOT.)
1'
4.5" O 6"
#8 S.M.S. EACH SIDE
r—LATTICE 1 1/2" OR 2"
° ALTERNATE:
(2}2x6.5" OR _
(2) -3 -x8 -HEADER
(2) -1/2 -BOLT
2"x 6.5" SI DEPLATE CONNECTOR CO
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2}3"x8" HEADER
ALTERNATE:
(1) - 1/2" BOLT OR
(2)- #14 S.M.S. EACH RAFTER
EXISTING
ALUMINUM MEMBER WITH
SHEATHING
WOOD FILL OR
-
NOMINAL LEDGER
J
(NEW OR EXISTING)
SEE NOTE, DETAIL B,
SHEET 8
LLn o
I—
o
S, SEE TABLE 3,
SHEET 8
EXISTING
1" STUCCO OR EQUAL
2:5" PENE. INTO EACH WOOD STUD
II DBL. RAFTER / DBL. HEADER CONN. 4O I STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST. STUCCO / LEDGER O
ATTACHMENT DETAIL
DBL. 3'x8'x0.042 BEAM
OR DBL. 2'x6.5'x0.032'/0.042'
BEAM I
`-5/8' 0 ACCESS
HOLES
3' SO. POST—,/INSTALL 6 – #14
X 3'i
LONG SDS 2 EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
DOUBLE HEADER bNNL
7
COLUMN DETAIL
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MkW DATE DESLRPTION
4 STEL JOB 9 15-1071-1
DATE 3/3!21115
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
COLUMN /POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS /MIN. NUMBER OF REQ. COLUMNS
o =
lam
In=
6
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
1.375"
0
0 X75+,
7 0
1.60"
1.5 .090" TYP.
INSTALL 1Y" x 1Y2" x Y" HDG
° WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
8 (ICC -ES ESR -3037)
ALUM "T" BRACKET n
CL 7/16"0 HOI
FOR 318"N
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y2" x YB" HDG
WASHER PLATE AT ANCHORS
157"--
_ TYP"
USE FOR 3" OR 4"
STEEL POSTS
4]
2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST, -
4" WIDE FOR 4" POST
q 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
STEEL POST ONLY:
USE POST TYPE
F, G. H, I,JORK
112 DEPTH OF
FOOTING OR
1
12" MIN. EMBD. 1 1
TABLE 1
TABLE 2
2
ATTACHED ONLY
ATTACHED AND
T BRACKET @ 3 -SO. POST '
FOOTING & ANCHOR BOLTS
FREESTANDING
W/ (4)-#14 SMS EA. SIDE OF POST
OR 1/2" M.B. THROUGH POST ALUM.TBRACKET USE WITH
ALTERNATE FTG.
POST POST POST TYPE B,C,D, OR E.
n
STEEL.T BRACKET OR 9" SQ.
SINGLE POSTS
FOOTING SIZE BOLTS EMBED.
CUBE SIZE SO. 18• DEEP • CUBE FTG.
18" 18' SQ. 12'
1r-2rCUBED(1)
(2)3IB•0
1718"
20" 21" SO. 12"
I BASE PLATE USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K.
z3 & za CUBED (q
(z}12 0
3114'
22• 25' SQ. 16'
(2}3/8'0 STRONG BOLT 2 SS SEE TABLE 1
EA. BRACKET TO SLAB. ?
+ �
3 9 1/2' MINIMUM DISTANCE TO
' EDGE OF SLAB.
24' 28' SQ. 20"
25' - 30" CUBED (2)
(4}1/70
3 114•
26" 32' SQ. 23'
33" MINIMUM DISTANCE FROM, !
W ul
"
'� '
28" 35" SO. 25'
SLAB CRACK TO COLUMN. d
? (1/" MIN. EMBEDMENT) ) ± v
DE TH A
+ SLAB SHALL BE IN vl --- POURED CONCRETE
FOOTING SEE TABLES
GOOD CONDITION I I
3r-34 CUBED (2)
(a}s1a 0
a
30" 39' SQ. 28"
35" - 39• CUBED (2)
(4}3/4'0
4 3l4•
32" 43' SQ. 30"
34" 47" SO. 32"
40' • 42 CUBED (2)
(4}314 0
a ala
36• 51' SQ. 34"
NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
ESR -3037)
1) MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE
38" 55" SO. 3T
FOR SIZE
31/2" MIN. SEE FOOTING(ICC-ES
IN BEAM SPAN TABLE QUARE
4 el I, i
40' 39"
60" SQ.
42" 64" SO. 41"
a4" ss• SO. as
EXISTING -SLAB' POSTS TO CONC. FOOTING
Tx ATTACHED COVERS ONLY, O ATTACHED COVERS ONLY
2)REOUIRESUSEOFALTERNATEFREESTANDING
BASEPLATE.
CUBE FOOTING W13 V2'SLAS
lam
In=
6
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
1.375"
0
0 X75+,
7 0
1.60"
1.5 .090" TYP.
INSTALL 1Y" x 1Y2" x Y" HDG
° WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
8 (ICC -ES ESR -3037)
ALUM "T" BRACKET n
CL 7/16"0 HOI
FOR 318"N
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y2" x YB" HDG
WASHER PLATE AT ANCHORS
157"--
_ TYP"
USE FOR 3" OR 4"
STEEL POSTS
4]
2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST, -
4" WIDE FOR 4" POST
q 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
STEEL POST ONLY:
USE POST TYPE
F, G. H, I,JORK
112 DEPTH OF
FOOTING OR
1
12" MIN. EMBD. 1 1
(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 3/16"
3" OR 4" SQ.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
INSERT
(
9" SQ. X 5/8" THK. `-" `-'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1A 6y"1Y4"
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCR�TION
4 STEL JOB # 15-1071-1
DATE 3rNW15
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
7
R
—I
I•`
m
W Q
�,•"
(1) -1/2"0M -B.
F
x9" LONG, 1"
W ul
FROM END
'� '
OF POST
Z
POURED
SQUARE, SEE FTG.
CONCRETE
SCHEDULE IN BEAM
FOOTING
SPAN TABLES
POST EMBED.
O9SQUARE
INTO FOOTING
(3)-3/4"0 B
FOR POST TYPE F, G, H. I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
3" OR 4" SQ.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
INSERT
(
9" SQ. X 5/8" THK. `-" `-'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1A 6y"1Y4"
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
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o S 5885
1
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCR�TION
4 STEL JOB # 15-1071-1
DATE 3rNW15
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
'
e
2"X6.5"X0.032" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. III EXP. C EXP. B
EXP. C EXP. B
EXP. C
5'
2 2 2
3 3
3
6'
2 3 3
3 3
4
7'
2 3 3
4 3
4
8'
3 3 3
4 4
5
9'
3 4 4
4 4
5
10'
3 4 4
5 5
6
11'
4 4 4
5 5
6
12'
4 5 5
6 5
7
13'
4 5 5
6 6
7
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'
1 4
5 4
6 5
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
/BEAM SPLICE TO
,,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE 1
AND BOTTOM. 3 -SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
1❑
3" SQ. x.032" + (2)-2"x 6 1/2"x 0.032" 3" SQ. x .032" + (2y2" x 6 1/2" x 0.042"
W/ (6)-#14 S.M.S. EACH SIDE. — 3"
W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
I ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROL
INSULATED
HANGER
c"o
ROOF PLAN
FASTENERS,
SEE SHEET 4
#14 SMS
4 MIN. PER Et^"
o ROLL—FORMED H14 SMS 2 32' D.C. MAX.
DR IRP (4 MIN, PER PANEL INTERLOCK)
/—ROLL—FORMED
PANEL ALUMINUM S
TOP & BOTT. 0.024'
FASTENERS,
SEE SHEET 4
P
ROOF HANGER
OROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
2
W c~o
2 woo
c�
Z O U
w a�
Z LL
U)LLI
WW ch
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rn
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. o S 5885
1
OF CAL 'i
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
Mows DATE DESCRP a
4 STEL JOB 0 157071-1
DATE Y312015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
5^
3.5"
#14 SMS MAY
BE USE AS
ALTERNATE TO
1/4"0 BOLTS
3.5 "
8" BEAM
I
.5"
a OR
SEE NOTES
BELOW 1 I
6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP MID HEIGHT
AND BOTTOM. 3 -SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
1❑
3" SQ. x.032" + (2)-2"x 6 1/2"x 0.032" 3" SQ. x .032" + (2y2" x 6 1/2" x 0.042"
W/ (6)-#14 S.M.S. EACH SIDE. — 3"
W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
I ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROL
INSULATED
HANGER
c"o
ROOF PLAN
FASTENERS,
SEE SHEET 4
#14 SMS
4 MIN. PER Et^"
o ROLL—FORMED H14 SMS 2 32' D.C. MAX.
DR IRP (4 MIN, PER PANEL INTERLOCK)
/—ROLL—FORMED
PANEL ALUMINUM S
TOP & BOTT. 0.024'
FASTENERS,
SEE SHEET 4
P
ROOF HANGER
OROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
2
W c~o
2 woo
c�
Z O U
w a�
Z LL
U)LLI
WW ch
o UM
rn
Z C°O0
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FESS IC}yyc
. o S 5885
1
OF CAL 'i
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
Mows DATE DESCRP a
4 STEL JOB 0 157071-1
DATE Y312015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
A n o C o D o
BEAM TO POST & LATTICE T
SPLICE DETAILS 11
SIMPLE SPLICE FULL MOMENT
9" 24"
3' 1 11 3- 1'1• 8' 1'
11
#10 S.MS. 8 #12 S.M.S. II
(8 TOT. (24 TOT
E ° F e G o H o I o
BE TO RAFTER CONNECTION DETAILS
BEAM TO POST DETAILS 12 BEAM TO POST DETAILS
WOOD. AALNAL DECORATIVE HARDBORD)
(2)#10 S.M.S.@ EA.
VALLEY, TYP.E 12) -914 x 10S.M.S. EACH SIDE OF 3'
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLJCE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE
3"STL C -BEAM
TOTAL= (8}1/2"0 BOLTS
So. POST
1.(0
O O O
SPUCEWHFJ7E 4n 2.101
OCCURS 070"
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 5/8' 0
THRU-BOLTS @ 4- I -BEAM,
AND (3) - 5/8- 0 THRU BOLTS
@ T I -BEAMS
TYP ° H - BRACKET TO POST
ALUM. ALLOY 3" x B" x .042" BEAM,
6063-T6 L716 1' 3" SQ. STEEL OR
4" I -BEAM 3'-0• MAG BEAM.
MOMENTCSPUCE of
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
1 4.
SPLICE WH
OCCU
ALUM. ALLOY
6063-T6
7"I -BEAM MOMENT CSPUCE
1 1/2" SQ. OR 2" LATTICE TUBE 1 2"x3" LATTICE TUBE
ALUM. ALLOY 31055-1-125
/ .28" 1.50"
�~ 1.50"
2" 2"018
ALUM.
ALLOY 3105-1-125
.018
14 SDS @ EA. SIDE
& BOTT. TOT =24
3"X 3" ALUM. OR
_4 —L STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
1 1/2" SO., 2" SO.,
OR 2x3" LATTICE
#8 x 2 "SMS, 21/2" @ 3' O.C. MIN.
OR 3 1/2', TYP. UP TO 6"O.C. MAX.
POST tTOT0L)
ALTERNATE 1/4'0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
7 i OF I
-- 3* SO. POST
x 1R' S.M.S. EACH SIDE OF 3'
OST 8 -TOTAL
IDE OF 3SO. POST
GUTTER FASCIA
D. POST MAG BEAM
OR 2 3'SQ STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
TYP. THILl"ESS = .035 638•
n
4 - #14 SDS
TYP. THICKNqSS =.035"
6 - #14 SDS
T -O"
11
+ �� + +
FASTENER SPACING = 3/4"
_q FASTENER 61/2'
II
++ + + ° + + ++
w
ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED
0o
ALUM. ALLOY 3004-H36
OR 6063 -TS FOR EXTRUDED
°w
NOTE: USE SIMPLE SPLICE ONLY
Ica
NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS
AT ANY LOCATION EXCEPT AT END BAYS
#14 S.M.S. @12"O.C.
SPLICES - ROLLFORMED
& EXTRUDED FASCIAS
DEAN ALUM ALLOY
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLJCE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE
3"STL C -BEAM
TOTAL= (8}1/2"0 BOLTS
So. POST
1.(0
O O O
SPUCEWHFJ7E 4n 2.101
OCCURS 070"
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 5/8' 0
THRU-BOLTS @ 4- I -BEAM,
AND (3) - 5/8- 0 THRU BOLTS
@ T I -BEAMS
TYP ° H - BRACKET TO POST
ALUM. ALLOY 3" x B" x .042" BEAM,
6063-T6 L716 1' 3" SQ. STEEL OR
4" I -BEAM 3'-0• MAG BEAM.
MOMENTCSPUCE of
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
1 4.
SPLICE WH
OCCU
ALUM. ALLOY
6063-T6
7"I -BEAM MOMENT CSPUCE
1 1/2" SQ. OR 2" LATTICE TUBE 1 2"x3" LATTICE TUBE
ALUM. ALLOY 31055-1-125
/ .28" 1.50"
�~ 1.50"
2" 2"018
ALUM.
ALLOY 3105-1-125
.018
14 SDS @ EA. SIDE
& BOTT. TOT =24
3"X 3" ALUM. OR
_4 —L STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
1 1/2" SO., 2" SO.,
OR 2x3" LATTICE
#8 x 2 "SMS, 21/2" @ 3' O.C. MIN.
OR 3 1/2', TYP. UP TO 6"O.C. MAX.
POST tTOT0L)
ALTERNATE 1/4'0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
7 i OF I
-- 3* SO. POST
x 1R' S.M.S. EACH SIDE OF 3'
OST 8 -TOTAL
IDE OF 3SO. POST
GUTTER FASCIA
D. POST MAG BEAM
OR 2 3'SQ STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T -O"
12 -#14 SDS
FASTENER SPACING = 3/4"
3TENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
#14 x 1/2" S.M.S. TOP
& BOTT. (2}TOT.
0
00
_q FASTENER 61/2'
ROOF PANEL
0o
GROUP
ROLLFORMED OR
Ica
EXTRUDED GUTTER
ALUM. BRACKET X
#14 S.M.S. @12"O.C.
FASCIA
6112'x2"x.024
2' 1'
'L'SEE TABLE
RAFTER
"U" BRACKET - RAFTER TO BEAM
3.125" FOR 3 x RAFTER
2.125' FOR 2 x RAFTER
t = .040" @ 6063-T6
1 112"
(6)-#14xY4 TEK SCREWS
BRACKET TO RAFTER
�/2' MIN.
O
C9
(6) - #14x V4" TEK SCREWS
BRACKET TO BEAM
04
CV)
W CD 06
W N oo
2 w")
2 0
W QW
u�W�
w W M
co
o U 01
Iq �Za�o
�Q M
Ess)
S 5885
OF CALF
03-03-15
DURALUM
IAPM0.0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK I DUE DESCRIPTIDN
4 STEL JOB 0 15-7071-1
DATE 302015
DRAWN BY MAP
CHECKED DIOL
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
12 OF 50 SHEETS
q o tl o G o U o t v t o v n
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS
��I:��j�_�:i��►Jll���:a
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
PROJECTION
CLEAR SPAN
O.H.
TRIBUTARY TRIBUTARY= h
I WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
FAN BEAM AN BEAM
3 HEADER
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs. )
W
0
T
FAN BEAM
ALUM. ALLOY 6063—T6
2 1,/2' 2
I-
#14 x 3 1/2" S.D.S. SCREW #12 S.D.S. SCREW
AT BEAM AT HANGER CHANNEL
Wctiocl
2 w° cl
M
Z O U
w QW
u LLI
ww`m
M
o U
00
Qco
U) rn
FESSI�!
S58.85
OF CAL -\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
wfu( 141E DEMR114"
4 STEL JOB 0 15-1071-1
DATE M3015
DRAWNBY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
CLEAR SPAN (FT.)
O.H.
6
7
8
9
10
11 12 13
14
15
16
17
18 1
19
20 1
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 1
9 1 9 10
10
11
11
12
12
NP
NP
NP
4'
-
-
-
9
9
10 10 11
11
12
12
NP
NP
NP
NP
NP
5'
_
_
_
_
_
11 11 12
12
NP
NP
NP
NP
NP
NP
NP
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
PROJECTION
CLEAR SPAN
O.H.
TRIBUTARY TRIBUTARY= h
I WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
FAN BEAM AN BEAM
3 HEADER
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs. )
W
0
T
FAN BEAM
ALUM. ALLOY 6063—T6
2 1,/2' 2
I-
#14 x 3 1/2" S.D.S. SCREW #12 S.D.S. SCREW
AT BEAM AT HANGER CHANNEL
Wctiocl
2 w° cl
M
Z O U
w QW
u LLI
ww`m
M
o U
00
Qco
U) rn
FESSI�!
S58.85
OF CAL -\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
wfu( 141E DEMR114"
4 STEL JOB 0 15-1071-1
DATE M3015
DRAWNBY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
A o B o C o D a E Y F o G o H o I o J
BEAM TYPES FOR ATTACHED &FREESTANDING SOLID COVERS
ATTACHED
10 PSF LIVE
FREESTANDING SOLID COVERS
LOAD - 110,120,130 MPH - EXP. B 8� C00
1,52'
6.5" ROLLFORM
A
61•
1. 9'
Ex7GUTTER a a
T
2
G
O
r
MAX.COL.
SPACING
ON SLAB
}
:30 cr
ATTACHED SOLD
FREESTANDING SOLID
}
F
� o_
m
F
0WHERE
z
6, 0.73'
038'
2.(B'
SPLICE
I II
0.075' II 3'
TYP. I I
SPLICE
W,{FRF
occuRs
0.070' .31
TYP.
SPLICE
ocRs
4,
0,065'
TYp
2. 4' I
T=12 GA
ASTM A653 SS
GRADE 50 G60� 3.
032'
ALUM,
I
SPAC NG N)
(
(SPAN) (1)
GIST
TYPE
SPACWG FTG.
(IN J
(SPAN) (1)
MIN.
POST
TYPE
13'-7"
5'
11'-9" 18
11'-s" 20
B
11'-9" 26
11'-4" 28
G
5'
6'
6'
10'-s" 18
10'-9" 21
B
10'-9" 26
10'-4" 27
G
9'-8"
T
10'-0^ 21
B
9'-$^ 27
G
7'
0
3
6.5" ROLLFORM
A ALUM. ALLOY
6063-T6
3.0'
MAG BEAM
B ALUM. ALLOY
6063-T6
4" I -BEAM
C ALUM. ALLOY
6063-T6
4.5" MAG GUTTER
D ALUM. ALLOY
6063-T6
3" SO.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
J
''AA
v/
�
(n
�
Q
8'-6"
8
19
22
B
9'�" 26
9-1" 26
(�
,
8
7'_7"
g'
$'-1 O" 2O
$'-10" 22
B
$'-1 O" 27
8'-7" 26
^
V
g,
6'-9"
10'
.8'-6"8, 20
23
B
8'-6" 27
8'-1" 27
G
10'
6'-2"
11'
8'-1" 23
$WHERE '-1�� 21
C
8'-1^ 27
7'-9" 28
G
11'
5'-8"
12'
21
24
C
7'-8" 28
7'-6" 28
G
12'
0
SPLICE /-T-0.125
ALUM.
occuRs ALLOY
6063-T6
�
6,6 6' 7. ' 8.0'
0.110'
TYP. .042' .032' 0.042'
TYP. TYP. TYP.
�
ATTACHED SOL/D
FREESTAND/NG SOLID
4
e
1I I I
E1.75' MAX. --+-2,0'--I MAX.�,O'--I
o•
DBL.2"x6.5"x0.042" DBL.2"x6.5"x0.032" 3"x8"x0.042"BEAM
%" I -BEAM I ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-1-136 K ALUM. ALLOY 3004H36
F ALUM. ALLOY
6063-T6 OR EQUAL OR EQUAL OR EQUAL
^=^
I..L
O
N
r
�
SPACING
ON SLAB
(2) (g)
=)O
m �
Da
m �
MAx•POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAx.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
13'-7"
5,
11'-9 19
21
B
11'- 0'-10" 229
G
5'
11'-4"
6'
10-90'_7" 122
B
10-90,_0" 228
G
6'
9'-S' r
r
7
101-0" 2
91-101-:-0-22
B
1 �'-0" 27
9'_3^ 2$
`j
,
%
8'-6"
$,
9'-4" 20
9'-2" 23
B
9'-4" 26
8'-8" 27
G
8,
5
0
i1 W/ (1) "C" INSERT
� ALUM. ALLOY 5.
sos3-Ts
T=12 OR
H W/ 2 "C" INSERTS
ALUM. ALLOY
6063-T6 ,,-T,�oR �3�
NOTE: ASTM GRADE SD
WHERE'C' SPLICE OCCURS AS SHOWN IN 8, • 7.8 5' A653 SS G6o 8,0'
SPAN TABLES, IT SHALL BE INSTALLED THE 0.042' GRADE So
FULL LENGTH OF THE T I -BEAM. TYP.
..I
(n
LL
�
Q
�
7'-7"
g'
8'-10" 21
8'-8" 23
B
8'-10" 27
8'-2" 28
G
gr
6'-9"
10'
$'-6" 21
8'-3" 24
. g
$'$" 27
7'-9" 28
,
10
6'-2"
11'
$,_1r, 21
7'-10' 24
p
v
$'-1" 7
7'_6^ 29
G
11'
5'-8"
12'
7'-7" 25
C
G
12'
6
I
625'
0
F-3.0. �i^4'0,�+�-3.0'--i 875'
MAX. MAX,
� DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT GA. STL. INSERT
=
�
MAx.COL.
SPACING
ON SLAB
(2).(3)
� o
�
ATTACHED SOLD
FREESTANDING SOL/D
>-
� o
m§
MAx•POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAx.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
L ALUM. ALLOY 3004-H36 M ASTM A653 GRADE 50 G60 � GRADE 50 G60
�ASTM*A653
OR EQUAL
O
13'-7"
5'
11'-9" 20
11'-2" 22
B
11'-7" 29
10'-6" 30
(j
5'
7
3x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
FOOTNOTE: "SAMPLE" N W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT
FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60
EXPOSURE B
FIGURE INDICATES NOTE: WHERE 12 AND 14 GA STEEL INSERTS
EXPOSURE C OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALLL L BE INSTALLED
M
r
i
�
11-4"
6
10'-9" 20
10'-2" 23
B
10'-7" 28
9'-7" 30
G
6'
gr_8rr
7,
10'-0" 21
23
B
9'-9" 28
8'-10 29
G
7,
8,_srr
8r
9'�" 21
$'-1 O" 24
�
9'-2" 27
$'-3" 29
^
V
8,
0
s
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. of THE 3•xa• BEAM. THE FULL LENGTH of THE 3•x8• BEAM.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0"WIDE BY THE
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN
WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf.
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
(n
rr^^
vJ
O
7�-7,r
g'
$'-10" 22
24
�
8'-8" 27
7'-10 29
�
g
6'-9"
,
1 O
$'-6" 22
$'_0" 25
B
8'-3" 28
7'-6" 30
G
,
10
6'-2"
11
$•_1 r. 23
7'-7" 25
B
C
7'-10" 29
7'-2" 31
G
,
11
5'-$„
12'
7'-$' 2325
C
OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4' MINIMUM.
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REwsloNs
Mnwc DATE DescnwrgR
4 STEL JOB A 15.1071-1
DATE 3 13015
DRAWN BY MAP
CHECKED DKR
BEAM TYPES FOR
ATTACHED &
FREESTANDING
SOLID COVERS
SH -14
140F
7 -7" 29
G`
12'
' MAXIMUM COLUMN SPACING ON EXISITNG SLAB.
7'-1"
6'-9" 31
50 SHEETS
I
0
2
e
3
4
A o B e C o D o E o F o GOf
0
0
s
e
s
0
7
0
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
oMAG BEAM
�,�1 4" I -BEAM
`,
4.5" MAG GUTTER
p
3" SQ. ALUM. W/ 12 GA.
E STL. U CHANNEL
7^ I_gEAM
F
r
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
=
MAX•POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN,
MAX.POST FTG. MIN. MAX.POST FTG.
MIN,
MAX.POST FTG.
MIN.
MAXPOST FTG.
MIN.
I
�0
j p
rONSLAB
SPACING(IN.)POST
SPACING (IN.)POSTSPACING
(IN.)
POST
SPACING (IN.)
POSTSPACING
(IN.)
POSTSPACING
(IN.)
POST
SPACING (IN.) POST SPACINGIN.)POSTSPACING
(IN.)
POST
SPACING (IN.)
POSTm(SPAN)
R.
(1)TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) ( 1)
TYPE
(SPAN) (1)TYPE (SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)TYPE
5'
10'-4" 17
B
9' 6" 25
G
13'-7" 19
B
12'x" 27
G
13'-3" 19
B
12'-2" 27
G
13' 4" 19 B 12'-1 27
G
23'-4" 22
E
21'-3" 31
G
5,
O
10'�l" 19
9'-2" 26
13'-7" 21
12'-1" 28
13'-3" 21
11'-9" 28
12'-3" 20 1'-10' 28
23'-4" 25
20'-8" 33
9'-9°9.-9" 120
g
8'-10$
226
G
12'-9 "2'-9" 122
B
11'-8"1
228
G
12'2"
121
B
11'-61'-2" 228
C7
12'- 11'-3" 121 B 228
G
22'
226
E
20'-0'9-6" 332
G
6'
�
11'x"
6'
_8" If
-4"
2'-2"
1
22'-0"
�
9._8..
7'
9'-3'9.-3" 121
B
81-0 8
226
(j
12'-2"
223
B
11'- �
227
G
1V-31"
222
B
101-1
227
G
12'-0"0 20
B 11'-00
227
C7
20'-10'-10 227
E
19'-0'8.-7" 3
G
7'
-3"
2 -2"
0•-9"
1'-3"
0�-7"
�" 1 -2"
32
.I
8'-6"
$'
81-10" 19
B
8'-2" 25
'-10"
G
8" 21
--7-23
C
10'-7" 27
G
10'-7" 20
B
10'-4" 27
G
11'-6" 21 C 10'-6" 27
G
20'-1" 25
E
18'-2" 31
G
$'
8'-10" 21
25
11'-8"
10'x" 27
10'-7" 23
10'-2" 27
9'-9" 22 B 9'-7" 27
20'-1" 28
17'-9" 31
7-7 „
,
9
8'-7" 19
B
7'-9" 26
G
11'-1" 21
C
10'-2" 28
G
10'-0" 20
B
10'-0" 27
G
11'-0" 21 C 10'-1" 28
G
19'-2" 25
E
17'-6" 32
G
9'
LL
8'-7" 22
7'-7" 26
11'-1" --:-24
10'-0" 27
10'-0" 23
9'-7" 27
9'-2" 22 B 9'-0" —2-7
19'-2" 28
17'-1" 32
6'-9"
10'
8'-3"8
222
g
7'-7'7
227
G
10'-6"0
224
C
9'-109
228
G
91-6"9' 223
C
9'-6"
228
G
10'-4" .-9„
-8'
-106'-6"2H10'
-3"
4"
6"
-7"
6"
-2"
27G18'
-3"9E6'
6'-2"
11'8'-0"20B7'-4"
27G10'-0"
229'-7"29G9'1"
219'1"28G9'10"
C
29G17'-4"
=22
26E16'33�..{118'-0"237'-2"2810'-0"25�''-3"289'-124
8'-9288'-4"
28
17'-4"2916'-0"33
71_7,7-7"223C71-2'7,-0"228
G91
7119'
-30
-8"8
228
G.
16'-8'6
230
E
16'-05,-7" 333
H
12'
-7"225E9'
-1"229G81
-8"224C888
-4228G-6"8-0"
=8"
�
SOLID
FREESTANDINGSOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
ATTACHED SOL/D
FREESTAND/NG SOLID
�
G.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN. MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
MAX.COL
SPACING
la—�
=)!2
~ ~
ON SLAB
3
kTACHED
POST
SPACING (IN.)
POSTSPACING
(IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
(IN.) POST SPACING (IN.)
SPACING(p)(g)
POST
SPACING (IN.)
POST
SPACING (IN.) POST
m �
)TYPE
(SPAN) (1)TYPE(SPAN)
(1)
TYPE
(SPAN) (1)TYPE
(SPAN) (1)TYPE
(SPAN) (1)TYPE
(SPAN)TYPE (SPAN) (1)TYPE
(SPAN) (1)TYPE
(SPAN) (1)TYPE13'-7"
5'1
B
9'-6" 26
G
13'-7" 19
--:;-22
g
12'-4" 28
G
13'-3" 19
B
12'-2" 28
G
13'-l" 19 g 12'-2" 28
-:;:29
G
23'x" 23
E
21'-3" 33 -9-IH
5,
O
10'-3" 20
9'-0" 28
13'-4"
11'-8" 30
13'-1" 22
11' 6" 30
11'-2" 21 11-0
23'-1" 27
H
N
6'
9'-9°9.-8" 121
B
8�-108-6" 227
C7
12'-9"2-8" 223
B
11'-8"1'-1" 229
C7
12'- 12-0" 223
B
11'-60'-10 229
C7
12'-6;
222 B 11'-610'-0 211
C7
22'-21'-9" 228
E
20'-0'9-0" 334 G
g
11,x„
0,-3"
H
�
9._8„
7.
9'-3°9.-2" 122
B
8-68'-1" 227
G
12'-
224
B
11'-110-0" 229
G
11'- 11-1" 223
B
10'-10-3" 229
C7
11'-79'-6" 222 B 11'-09'-3" 228
C7
20'-20'-8" 229
E
19'-0"8-0" 333 G
7
12-0"
H
J
8'-6"
$'
20
f:2-
B
8'-2" 25
G
11'-8" 22
C
10'-7" 27
G
10'-7" 21
B
10'-4" 27
G
10'-1 21 B 10'-6" 27
G
20'-1" 26
E
_311 H
$�
3
7'-8" 27
11'-6" 25
10'-1" 29
10'-4" 24
9'-9" 28
8'-10 23 8'-8" 27
19'-9" 29
33
��
�
20
7'-9" 26
11'-1" 22
10'-2" 28
10'-0" 21
C
10'-0" 27
10'-3" 22 C 10'-1" 28
19'-2" 27
329'
�7-79237'-4"28G-1025C9-8289'-9"24B9'-3"288'�"23
B8'-2" 2830E33H�
V
6'-9"10'224B7'-7'7,-2"228G10'-6"0'-3"226C9'-109'x"228G9-69,-3"225C
FO"
9-68-9"228G9'-9"8'-0"224CB9.87'-9"22C718'17'-10'31E
332 H
10'
6'-2"
11'
21
B
7'-4" 27
10'-0" 23
9'-7" 29
G
9'-1" 22
C
9'-1" 28
G
9'-3" 22 C 9'-3" 28
17'-4" 27
E
16'-4" 33
Q
247'
-0"G9'
-9"26C9'-1298'-10"
258'-4"297'-6"24B29G17'-1"31-7"
331
15'-8"
12'
22q
C
7'-2°6,-9" 230
G
91 7"9'-4" 226
230
G
81-8"8
225
C
81-8
C7
8'-1 23 C 8'-107'-2" 230
C7
16'-8'6'x" 232
E
16'-0'5.-1" 333 H
12'
�"
6'-10" 4 B
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
j p
^^
LL
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 �
(2).(g)
�
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
13'-7"
5'
10'-4" 19
B
9'-3" 28
G
13'-7" 21 B
12'-2" 30
G
13'-3" 21
B
12'-0" 29
G
12'-6" 20 B
12'-0" 29
G
23'-4" 25
E
20'-1 34 H
5,
O
10'-0" 21
8'-8" 29
13'-1" 23
11'x" 31
12'-7" 23
11'-2" 31
10'-3" 22
10'-1 30
22'-6" 28
19'-7" 36 J
r
9'-9"
B
27
G
12'-9" 22 B
11' 6" 9
G
12'-2" 21
B
-3"29
G
11' 4" 21 B
11'-3" 29
G
22'-0" 26
E
19'-8" 34 H
6,
11,-4„
g'
.320
9'-6" 22
12'x" 24
-1310
10'-8" 30
11'-6" 24
0
9'�" 22
9'-2" 29
21'-2" 29
18'x" 35
�
9._8„
7.
9'-3 2
g
8'-4"
228
G
12'- 11 225 B
10'-10'-2"
_2„ 230
G
11'-3"
224
B
9'-0" 23
_8„ C
0
-8"
0�j10'-78-9"223B10'-8'-7229(j2020'-2"230E18'97'-6"335I71
8'-6"8'8'-10"
21B8'-0"
2611'8"2310'-6
2810'7"
22B
ll
10'-0" 22g9'10"28G20'-1"
27E18'0"
33H$'
8' -7"247'
-6"28C711'
-1"26C9'-9"
30G10'
-0"259G8'-2"
238'-028
12"3116'-9"
34
7-798'-3"24B7'-2"29G26C9'�"29G9'-4"25C9G7'-8"
��ILL
,
8'7" 22
7'-8" 272310'-1"
28
10'-0"23
B
9'-4" 22
9'-4"28
19'-2" 28
17'-3" 329'
24B7'
-7"29G1
-1"31E16'
-1"34H6'-9"
10'8-3„10"225B7'-6'7,-0"230G1019'-10"227�,91891"230G91-6"86"225(�0
(j
8'-10'7
224 B
8'-10
230
G
E16'
-8"5,-7"334H10'
-0"
-2"
8'-0" 23B
7'-3" 29G10'-0"24
C
9'�3"29G9'1"24C8'-10"
29
8'-6" 2C8'-6"29GE16'-2"
AY
33 H7'-6"
R
25
C6'-9"31
9'-6" 27 E
8'-9"317'-9"257'�"31G6'-4"B6'-10'31
15'-1" 33 I
7'7'711-7"231C7917"9'-1"228E9'-28-6"231Cj8-8"7,-1"225�'81-0-9"231(j812"224CB8-16'-7"231�j
E
15'-84-0" 333 H
12'
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHI APPROVAL
REVISIONS
wuac wre oesc"wno"
4 STEL JOB
# 15-7077-1
DATE 3rJrzo�s
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -15
15 OF 50 SHEETS
# 15-7077-1
DATE 3rJrzo�s
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -15
15 OF 50 SHEETS
i
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK 647E DESCFWTION
4 STEL JOB R 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 16
160F 50 SHEETS
ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
7" I -BEAM
7" I-BEAM'�J
G W/ (1) "C" INSERT
/Z�W/ (2) "C" INSERTS
�
DBL 2"x6.5"x0.042"
DBL. 2"x6.5"x0.032" OR K i3"x8"x0.042" BEAM
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
,
FREESTANDING
SOLID
MAX.COL
SPACING
�o
o
MAX•POST FTG.
MIN.
MIN. MAX POST FTG.
MAx•POSTF32
MIN.
MAx.POST FTG. MIN. MAx.POST FTG.
MIN.
MAX -POST FTG.
MIN.
MAX POST MAX.POST FTG.
MIN.
MAX•POST MAX.POST FTG.
MIN.
n=n
L.�
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3"x8"
(IN')
POST
SPACING
FOR DBL
SPACING
FOR 3 k8"
(IN)
POST
m
(2), (3)
(SPAN)
(1)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(1)
TYPE
(1)
TYPE
C
Yx6.5"x0.03Y
BEAM
2'46.5'x0.032
BEAM
13'-7"
5,
26'- 26'-9"
226
E
24'
G
29'-6"291-0^
227
E
26'-26,-2"
335
H
16'-0"6
222
B
16'-0"5,-3"
230
G
13'-12
13'-
121
B
13'-12
13'-8"2,-7"
229
G
5
O
23'-8"
H
1
-0"
-7"
2'-10"
3^
11'�l"
6
25'-3"
24
E
23'-0"
G
27'-9"
25
E
25'-3"
32
G
14'-7"
20
B
14'-7"
28
12'-1"
12'-6"
19
B
12'-1"
12' 6"
27
,
r
25'-3"
27
22'x"
33
H
27'-9"
28
24'-7"
34
H
14'-7"
23
14'-0"
29
G
11' 6"
1'-9"
21
11'-2"
11'-6"
28
G
6
9,_8„
7,
24'-0"24'-0"
228
E
21'- 21
333
G
261
229
E
24'- 23'-4"
334
H
13' 6
223
C
13'-6"3,-0"
229
G
11'-110'-8"
11
222
B
11'-1"0
11'-1"0
227
G
7'
-3"
H
26'-4"
3.6^
0'-10"
_4"
-8"
J
8'-6"
8'
23'-0"
26
E
20'-1
32
H
25'-3"
E
23'-0"
33
H
12'-8"
21
C
12'-8"
28
G
10'-6"
10-1
20
B
10'-6"
10'-1 "
27
G
8'
23'-0"
29
20'-3"
32
25'-311-'3_930
22'4"
33
12'-8"
24
12'-2"
28
10'-0"
10'-2"
22
9'-9"
10'-0"
27
7,_7„
9'
22'-1"
27
E
20'-1"
33
H
24'-3"
27
E
22'-1"
34
H
12'-0"
22
C
12'-0"
29
G
9'-10"
10'-2"
21
C
9'-10"
10'-2"
27
G
9'
�.L
22'-1"
30
19'-7"
33
24'-3"
31
21'-7"
34
I
12'-0"
24
11'-6"
29
9'�"
9'-8"
23
B
9'-2"
9' 4"
27
6,_9„
10,
21'-4"21'
231
E
19'8'-10
333
H
23'-6"23'-6"
232
E
21
334
I
11'x"1
225
C
11' p
229
G
g �
9 -29'-2"
223
C
9 4
9'-2"8,-6"
227
G
10'
4"
20'-9"
-a"
-10"
9 -0"
8 g"
6,_2„
11,
20'
231
E
18'-98
334
I
22'- 22'-9"
232
E
20'
335
10'-10'-10"
225
E
10'-110'-4"
329
G
9
8 �8,_4„
223
C
1.
9 -0
8
228
G
11'
O
20' 8"
-3"
20'-2"
8 -7"
8,�„
7' 8"
5'-8"
12'
20'-1"
28
E
18'-3"
35
I
22'-1"
29
E
20'-1"
36
J
10'-4"
23
E
10'-4"
30
G
8'-7"
7'-8"
21
C
8'-7"
7'-8"
28
G
20'-1"
32
17'-9"
35
22'-1"
33
19'-7"
35
10'-4"
26
10'-0"
30
8'-2"
- 8"
23
8'-0"
7'-1"
28
12'
}
ATTACHED
SOLID
I FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
j ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
=
MAX.COL
SPACING
=
Do
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 MAKPOST FTG. MIN.
MAX•POST MAX.POST FTG.
MIN.
ON SLAB
f°
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
SPACING
FOR 3"x8"
(IN.) POST
SPACING
SPACING
FOR3"x8"(1)
(IN.)
POST
m
(2)x(3)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(1)
TYPE
2
TYPE
��
C
2"x65x003Y"
2k65x0A
13'-7,
5,
26'- 2"6_6^
228
E
24'
336
H
29
229
E
26'-25"-4"
336
I
16'-04'-10
222
B
16'-0'4,-7"
331
G
13'-12'-7"
13'-81
221
B
13'-12.3
13'-8"1'-6"
230
G
5'
O
23'-1"
1
2'g _2"
K
-8"
11,x„
6,
25'-
22g
E
23'
335
H
27
230
E
25'-23,-10
336
H
14
223
B
14'-12,x„
231
G
12'-11"1
12'-60
222
B
12, 1„1
12'-6"0,-6"
229
4'-10'
21'-9"
I
27'-6"
K
13-8"
-6"
-8"
-2"
G
6'
9,_8„
7,
24
230
E
21
334
H
26
231
E
24'- 22,-9"
335
H
131-012
223
C
13'-12'-4"
230
G
11'-1"0
11'-70
223
B
11'-1"0
11'-79'-8"
228
G
7.
23'-8"
20,-8"
I
26'-1"
I
-s"
-8"
-0"
-4"
J
8'-6"
8'
23'-0"
27
E
20'-1 "
32
H
25'-3"
28
E
23'-0"
33
H
12'-8"
21
C
12'-8"
28
G
10'-6"
10'-1 "
21
B
10'-6"
10'-1 "
27
G
8,
22' 8"
31
19'-9"
34
25'-0"
32
21'-9"
35
I
11'-10
24
11'-7"
30
10'-0"
9'-3"
23
9'-9"
9'-1"
28
C6
7._7.,
9'
22'-1"
28
E
20'-1"
33
H
24'-3"
29
E
22'-1"
34
H
12'-0"
22
C
12'-0"
29
G
9'-10"
10'-2" '
22
C
9'-10"
10'-2"
28
G
9'
LL
21'-9"
32
19'-0"
34
24'-0"
33
21'-0"
35
I
11'-2"
24
11'-0"
29
9' 4"
8'-9"
23
B
9'-2"
8'-7"
28
6'-9"
10,
21'-4"21'-1"
232
E
19' 48-4"
333
H
23
233
E
21'-4"20'-2"
334
11' 4
225
C
11' 4
229
G
9'-4"
9.28'-4"
224
C
g
9'-2"7,-9"
228
G
10'
I
23'-2"
0 -8"
0'�"
9'-0"
B
g _g^
6,_2„
11,
20'
233
E
18'-97
334
22'- 22,-6"
334
E
20'-e9
335
1
10
225
E
10'-
329
G
9
8 �8'-0"
224
C
9
8
229
G
11'
O
20'x"
_9^
-7"
J
10'-2"
9'10"
8 _7^
8'�"
7'-1"
r
5,_8„
12,
20'-19'-10
334
E
18'-
334
22'-l"21'-10'
335
E
20,_ 1„9
335
J
10'x'9,-9"
226
E
10'-4"9'-6"
330
C7
8 -7 8
71_811
224
C
8 -7"8
7'-8 6
230
G
7,-3"
-1 "
-2"
'-4"
-0"
-7"
12'
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
I FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
}
MAX.COLQ
SPACING
SPACING
��_
jo
MAx.POST FTG.
MIN.
MAx.POST FTG. MIN. MAx.POST FTG.
MIN.
MAx.POST FTG. MIN. MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAX.POST MAX.POST FTG,
MIN.
MAX.POST MAX.POST FTG.
MIN.
^=^
I.L
ON SLAB
m
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
SPACING
(IN.)
POST
SPACING
SPACING
(IN.)
POST
m 3
(2) (g)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
FOR 3x8'
(1)
TYPE
FOR 3"x8"
TYPE
2'x65-40032'
2'Fx65x003P
,(1)
13'-7"
5'
26'-9"
26
E
24'-0"
35
1
29'-6"
27
E
26'-4"
36
K
16'-0"
22 „
B
15'-7"
32
G
13'-2"
13'-1"
20
B
13'-2"
13'-0"
27
G
5'
O
25'-9"
29
22'-4"
37
K
28'-6"
30
24'-8"
38
13'-8"
24`
13 4"
32
12'-7"
0'-9"
22
12'-3"
10'-7"
29
1 V-4"
6'
25'-3 4
230
E
22'-21'-1"
337
I
271
231
E
24'- 23,-3"
337
I
14'- 12.7^
224
B
14'-112-3"
332
G
12'-l",-0"
12'-p'1
223
B
12'-1"
11.1
228
G
6'
-3"
K
26'-9"
K
10"
1 -2"
9' 6"
9,_8„
7,
24'- 23'-1"
231
E
21'- 20
336
H
26
232
E
23'- 22'-1"
337
I
131 G11
225
C
13, 1„1
331
G
11'-10
11'-19'-2"
223
B
11'-1"0
11'-19
227
G
7.
-1"
K
25'-6"
K
-8"
�'
�"
�"
0"
J
8'-6"
$'
23'-0"
29
E
20'-7"
34
H
25'-3"
30
E
22'-8"
35
I
12'-8"
24
C
12'-4"
30
G
10'-6"
10'-4"
22
B
10'-6"
10'-4"
27
G
8'
22'-1"
32
19'-2"
36
I
24'-4"
33
21'-2"
37
K
10'-10
26
10'-8"
30
10'-0"
8'-7"
24
9'-9"
8' 4"
27
7,_7„
9'
22'-1"
29
E
19'-9"
34
H
24'-3"
30
E
21'-g"
34
I
12'-0"
24
C
11'-8"
29
G
9'-10"
9'-g"
23
C
9'-10"
9'-8"
27
G
9'
LL
21'-3"
33
18'-6"
35
I
23'-6"
34
20'-4"
36
K
10'-3"
26
10'-1"
30
9'-4"
8'-1"
24
B
9'-2"
- 10"
27
6,_9„
10,
21'420'-7"
334
E
19"
335
H
23'-6-"---22'-8"
335
E
21'-; 9,-8"
336
I
11-4
227
C
11'-19'-7"
230
G
9 4
9 -2"
225
Ci
9 -4
8 _9"
9
227
G
10'
Y)
7,-10
I
J
9'-9"
9 -0^
=8"
8 �"
7,_2^
6'-2"
11
20'-8"
31
E
18'-6"
34
1
22'-9"
32
E
20'-4"
35
1
10'-1
25
E
10'-7"
29
G
9'-0"
8'-a"
23
C
9'-0"
8'-0"
28
G
11'
Q
9'-10'
35
17'-3"
35
J
22'-0"
36
19'-1"
36
J
9'�"
27
9'-2"
31
8'-7"
-4"
25
8'-0"
6'-7"
28
r
5'-8"
12'
20'-1"
31
E
16'-0"
35
1
22'-1"
32
E
19'-9"
36
J
10'-4"
25
E
10'-2"
30
H
8'-7"
T-8"
23
C
8'-7"
7'-4"
28
G
,
12
9'-3"
35
16'-9"
34
J
21'-3"
37
18'-6"
35
9'-0"
27
8'-9"
31
G
8'-2"
-10"
25
7'�"
6'-0"
28
i
W 04
CO 00
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w Q��
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Ld LLJ Co
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00
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Q�FESS Ips!
$5885
1
OF CALF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK 647E DESCFWTION
4 STEL JOB R 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 16
160F 50 SHEETS
e
2
0
3
e
4
0
A
e
B
o
C
o
D
o
E
o
F
o
G
o.,
H
o
I
o
JLL
ATTACHED
FREESTANDING
SOLID
COVERS
- 10
PSF LIVE
LOAD
-
110,120,130
MPH
-
EXP. B &
C
3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
L DBL. 3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
O W/ DBL. 14 GA. STL. INSERT
P W/ DBL. 12 GA. STL. INSERT
}
S
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDINGSOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHEDSOLID
FREESTANDING SOLID
MAx•POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FFG.
MIN.
MAX -POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx•POST
FTG.
MIN,
MAx.POST
FFG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
SPACING
o
j p
^=^
I..L
ON SLAB
3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(7)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
G
13'-7"
S
19'-3"
21
C
19'-3"
30
G
18'x"
21
C
18'-4"
30
C7
20'-1"
21
C
20' 1"
30
G
25'-1
23
E
25'-1
32
H
28' 4"
24
E
27'-8"
35
J
5
O
18'-1"
23
17'-8"
31
18'x"
23
17'-8"
31
20'-1"
24
19'-4"
32
5'-10"
26
4'-10'
34
28'-4"
27
27'-0"
37
6'
17'-7"
22
C
17'-7"
29
G
16'-9"
21
C
16'-9"
29
G
18'x"
22
C
181-4"
30
G
23'-8"
24
E
23'-8"
32
H
25'-1
25
E
25'-1
34
J
,
6
r
11-4"
16'-6"
24
16'-1"
31
16'-9"
24
16'-2"
31
18'x"
25
31
23'-8"
27
22'-9"
33
--25-10
27
24'-10'-:-36
�
9,_8„
16'-15,-3"
224
C
16'-15.-0"
230
G
15'7"
224
(�
C7
17'-117,-1"
225
E
17'-116
331
(j
22' 22
227
E
22'-
333
�"�
24-0" 4
228
E
24'
335
J
7
7,
5'-7"
�"
-0"
21'-1"
23'-1"
J
8'
15'-3"
23
15'-3"
30
14'-7"
22
E
16'-0"
23
E
16'-0"
30
G
20'-7"
25
E
20'-19'-9"
332
H
22'
229
E
22'-6"
334
J
8'
8'-6"
14'� "
25
E
14'-0"
29
G
14'-7"
25
G
16'-0"
26
15'-4"
30
20'-7"
28
22-6
1'-7
7,_7„
9'
14'-4"
23
E
14'x"
30
G
13'-9"
23
E
NZ
G
15'-1"
23
E
15'-1"
2119'x"
G
E
33
H
21'-2"
26
E
21'-2"
35
J
9'
13'-7"
25
13'-2"
30
13'-9"
26
26
14'-6"
30
19' 4"
29
18'-7"
32
21'-2"
29
20'x"
35
10,
13'-
226
E
13'-8
330
G
13' 1"
226
E
13'-l'
G
14' �
227
E
14'-313.-9"
231
G
18'�"8
229
E
18'-4"7'-8"
333
F'{
20'-120.-1"
230
E
20'-119'-4"
335
J
10'
�
6,_9„
2'-10"
2'-7"
-7-
4'-3"
�"
11'
13'-1"
24
E
13'-1"
31
G
12'-6"
24
E
12'-6"
G
13'-8"
24
E
13'-8"
31
G
17'-7"
26
E
17'-7"
34
Fi
19'-2"
27
E
19'-2"
36
�
11'
O
6'-2"
12'-3"
26
12'-0"
30
12'-6"
26
.331
12'-0"
30
13'-8"
27
13'-1"
31
17'-7"
30
6'-10'
33
19'-2"
30
18'-6"
35
!'
S'-8"
12'-6"
24
E
31
G
12'-0"
24
E
12'-0"
31
G
13'-1"
25
E
13'-1"
32
G
16'-9"
27
E
16'-9"
34
H
18'-4"
28
E
18'-4"
36
J
12'
i
12'
11'-9"
27
11'-6"
31
12'-0"
27
11'-6"
31
13'-1"
28
12'-7"
32
16'-9"
30
16'-2"
34
I
18' 4"
31
17'-8"
36
�
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLcd ID •
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
�
MAx•POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
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FTG.
MIN.
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FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FFG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FFG.
MIN.
=
MAX.COL.
� o
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Q.
SPACING
ON SLAB
m
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
({N.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m
�
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(2), (g)
13'-7"
5'
19' -3"
22
C
19'-3"
32
G
18'-4"
22
C
18'-4"
31
G
20'-1"
22
C
20'-1"
32
:G-'
25'-1
24
E
25'-1
34
H
28'-4-
25
E
27'-8"
35
I
,
5
O
16 -6
24
B
16'-1"
32
17'-4"
24
17'-0"
33
H
19'-0"
25
18'-6"
33
H
24'-4"
27
---'13-10'
36
K
26'-8"
28
26'-1"
37
K
r
g'
17'-7"
23
C
17'-7"
31
G
16'-9"
22
C
16'-9"
31
G
18'-4"
23
C
18'-4"
31
G
23'-8"
25
E
23'-8"
33
H
25'-1
26
E
25'-1
34
H
6,
15'-1"
25
14'-8"
32
5'-10
25
15'-6"
32
17'-4"
26
17'-0"
33
H
22'-3"
28
21'-9"
35
I
24'x"
29
23'-9"
36
J
�
9,_8„
16'-14,-0"
225
C
16'- �
3
C7
15' 14'-8"
226
(�
15'-14
331
G
17'-116.-1"
226
E
17'-115'-8"
332
C7
20-8"
229
E
22'- 20'-2"
3
H
24'- 22'-7"
229
E
24'
335
H
7,
7,
3�-8"
31
�"
34
22'-1"
I
J
8'-6"
8,
15'-3"
226
E
15
330
C7
14'-1"3
226
E
14'-713,-6"
231
(j
16'-0"
227
E
16'-0�4
332
C7
20'
229
E
20'-
334
�,.{
2T-6"
230
E
22'-62,_,-734'
3
H
8,
s
g�-1"
C
12'-9"
_9"
15'-1 "
-8"
1,9'x"
B'-10
1'-2
I
7,_7„
9'
14'-4"
24
E
14'x"
30
G
13'-9"
24
E
13'-9"
30
G
15'-1"
25
E
15'-1"
31
G
19'-4"
27
E
21'-2"
27
E
21'-2"
34
H
9'
12-4'
26
12'-1"
30
13'-0"
27
12'-8"
30
14'-2"
27
13'-10"
31
H
18'-3"
30
-:;7-33
20'-0"
31
19'-6"
34
I
�
W
13'-8D1
E
330
C7
13'-12-4"
227
E
13'-l"
330
G
14
228
E
14'- �
331
H
18'-4'7-4"
230
E
20'-119
231
E
20'-118
333
H
10,
6,_9„
10,
�-8"
-271
1,-6"
2�-1"
H
13'-6"
3,-2"
-0"
I
0
11'
13'-1"
25
E
I„ I
25
E
12'-6"
31
G
25
E
13'-8"
31
H
17'-7"
28
E
ffH
19'2"
28E19'-2"3411-22711'-0"
6'-2"
"
3028
11'-6"
30H2'-10"28
12'-7"
3116'-7"3118'-1"3217'-8"345,_8„12,12'-60,-8"227E12'-6O,-0D330H12'-0"1,-3"228E12'0'11330H13'112�229E13'-112.-1"332�"�16'-95'-10"231E18
�
232
E
18'-4"7,-0"
334
�
12'
7,�„
s
ATTACHED
SOL/D
FREESTANDING
SOLID
ATTACHED
SOL/D
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
ATTACHED
SOLID
FREESTANDING
SOLID
=
SPACING
Q
� o
Q2
jo
MAx•POST FTG. MIN.
AxFTG. MIN.
MAx.POST FTG. MIN.
MAx.POST FTG. MIN.
MAX -POST FTG.
MIN.
MAx.POST .FFG. MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG. MIN.
MAx.POST FTG.
MIN,
MAx.POST FTG. MIN.
ON SLAB
f° �
SPACING
(IN.)
POST
PA
(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 �
D
F
(SPAN)
(1)
TYPE
(SP
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(7)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F
(2).(3)
[18'-3;"
5'
18'-4"
23
C
33
I,,,�
18'-4"
23
C
18'-0"
33
H
20'-1"
24
C
19'-8"
34
H
25'-1
26
E
25'-3"
36
J
28'
26
E
27'-3"
37
K
5'
O
13'-7"
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
24'-0"
38
16'-9"
24
C
16'-9"
32
G
16'-9"
24
C
16'-6"
32
G
18'-4"
24
C
18'-0"
33
�'
23'-8"
26
E
23'-1"
35
I
25'-1
27
E
25'-3"
36
J
6,
g'
3'-10"
25
13'-6"
32
14'-7"
-:16
14'-3"
33
H
15'-10
26
15'-7"
34
20'-6"
29
20'-1"
36
K
22'-4"
30
21'-10"
37
K
�
15'-12,-9"
226
15'-6
332
G
15'-13-6"
226
�,
15'-1"3.2"
G
17'-114,-9"
227
E
16'-8"4.-6"
333
G
22'-0"
2'-0 9
229
E
21'-6
3
H
230
E
23'-6"
336
I
7,
9,_8„
7,
�.
2'-7"
H
-0"
8'-7"
35
124
20'-9"
0,-3"
K
J
g'
14'-7"
25
E
14'-6"
31
G
14'-7"
25
E
14'-3"
G
16'-0"
25
E
15'-7"
32
20'-7"
28
E
20'-1"
34
H
22'-6"
29
E
22'-0"
35
I
8'
8'-6"
12'-0"
26
C
11'-9"
31
12' 8"
27
C
12'-4"
k30
13'-10'
28
13'-6"
32
H
17'-9"
30
17' 4"
35
I
19' 6"
31
19' -LL 0"
35
0
in
�
9
13'-9"
25
13'-8"
30
H
13'-9"
25
13'-6"
H15'
-1"2614'
E
-8"3119'x"2819'0"3321'
E
H
-2"2920'-8"34H9'
E
18'-45'-10
333
7-7
18'-05,-7"
11'-4"2712'-0"
�
12'
27E11'-8"
G
13'-1"
28
12'-9"
32
H
16'-9"
31
16'-4"
34
18'-4"
32
18'-0"
35
13'-10'-9"
227
E
13'-00'-7"
330
H
13
228
E
12'-9"1
331
H
14'- 12�
229
E
14'-0"2-1"
331
18'-4"
231
E
18'-05'-7"
334
I
20'-117-4"
332
E
19'-8"7,-1"
335
H
10,
6,_9„
10,
G
1"1'-4"
-7"
H
6'-0"
I
11'
26
E
12'-6"
31
H
12'-6"
26
E
31fi13'-8"
27E13'-4"
31
17'-7"
29E17'-2"
33H19'-2"
30E18'9"
3410'-3"283128-7"111'-10291'-7"31H15'-2"324103316-7336334
8
6'-2"
[122'-2"
331
�-{
13'-111
230
E331
16'-9'4.-7"
30
J
E
16'-64'-3"
333
1
12,331H229E-1"
H
L ti
Q ti co
W�Nco°O
M M
Z W
rn
LU
u�w�
LLj �
W W )
C'7
cv00
O
Z CO
M
�Q
oj
rn
FESS I(��
CO
S 5885 �
1
OF CAI�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPRDVAL
REVISIONS
Mnrsu ung oEscrsonon
4 STEL JOB # 15.7071-1
DATE 3!3(2075
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF Ll,
110-130 MPH
S -H -17
17
18'-45'-10
333
E
18'-05,-7"
334
�
12'
OF 50 SHEETS
0
2
0
3
0
4
0
5
0
6
0
7
0
B
o p e
F o G e
BEAM TYPES
ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD = 110, 120,130 MPH - EXP. B & C
3" SQ.x0.032" ALUM. BEAM
"U"
DBL. 2"x6.5"x0.032"3"x8"x0.042" BEAM
OR
W/ 12 GA. STL. CHANNEL
I
032' 6'
2
~o
ATTACHED
FREESTANDING ATTACHED FREESTANDING
j o_
MAX.POST G.
MIN.
MAX.POST FTG. MIN. MAX.POST MAX.POST
FTG,
MIN. MAX.POST MAX.POST. FTG,
MIN.
042
PACING
=)
co
SPACING
SPACING
SPACING
SPACING
T=12 GA.
8.0'
Q
ON SLAB
3
SPACING
IN
POST
SPACING
(IN.)
POST
FOR DBL
FOR 3'x8'
(IN.)
POST
FOR DBL.
FOR 3'x8'
(IN.)
POST
m
ASTM A653 SS
GRADE 50 G60-\3. '
•
OTYP.
cc
(2) (3)
F
(SPAN)
(1)
TYPE
(SPAN)
)
(1)
TYPE
2N6.5'x0.03Y
BEAM
1
()
TYPE
2-x6.5'x0.03
BEAM
1
()
TYPE
F
13'-7"
5'
16'-9"
15
B
14'-7"
29
G
14'-1
15'x"
B
15
14'-1
15'-4"
28
G
5,
G
.032'
ALUM,
I
O
16'-9"
17
14'-7"
31
H
4'-10"
15'-4"
17
14'-6"
15'-1"
30
-13'7"
229
FMAX.
r
11,x„
6,
15'-;'S
16
B
13 -13'-3"
230
G
13 -713'-7
14 -114'-1 "
g
117
-13,-3
14 -113'-9"
G
6'
I I
DBL.2"x6.5"x0.032"
-3"
8
H
9'-9"
7
14'-2"
16
B
12'-4"
28
G
12'-7"
13'-1"
B
15
12'-7"
13'-1"
28
G
,
7
ALUM. ALLOY
3004-H36
3,0'
14'-2"
18
12'-4"
30
12'-7
13'-1"
17
12'-3'
12'-9"
29
3" SQ.x0.032" ALUM. BEAM
OR EQUAL
J
8 -6
,
8
13'-3"
16
B
11'-7"
29
G
11'-9"
12'-3"
B
16
11'-9"
12'-3"
28
G
,
8
W/ 12 GA. STL. "U" CHANNEL
E
DBL. 2"x6.5"x0.042"
ALUM. ALLOY 3004-1-136
3"x8"x0.042" BEAM
K ALUM. ALLOY 3004 H36
Jr6'-2"
13'-3"
19
11'-7"
29
11'-9"
12'-3"
18
11' 6"
12'-0^
28
12'-7” 17
11'-0" 29 11'-2" 11'-7"
16 11'-2" 11'-7" 29
ASTM Ass3 SS
„
9�
C
G
B
G
9
GRADE 50 G60LL
OR EQUAL
OR EQUAL
12'-7"
19
11'-0"
29
11'-2
11'-7"
18
0'-10
11'-3"
28
0"
10'
12'-0" 17
C
10' 4" 30 10'-7" 11'-0"
G
B
16 10'-7" 11'-0" 29
G
10'
12'-0"
19
10'-4"
30
10'-7'
19
10'-3
10'-8"
29
11'-4"
17
C
9'-10"
30
Fi
10'-1"
10'-6"
B
17
10'-1"
10'-6"
29
G
,
1110'-1
5'
O11
11' 4"
20
9'-10"
30
10'-1
10'-6"
19
9'-10
10'-1"
29
'
12'
18
C
9'-6"
30
H'
9'-8"
9'-8"
C
17
9'-8"
9'-8"
29
G
12'
r=12 0
0'-10"
20
9'-6"
30
9'-8"
9'-8"
19
9'-6"
g'-2^
29
14 GA.
7.8 5- ASTI'1
A653 SS
GRADE
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
50 G60
8'
=
SPACING
x
�o
jo
MAX•POST FTG.
MIN,
MAX.POST FTG. MIN. MAX.POST MAX.POST
FTG,
MIN. MAX.POST MAX.POST FTG,
MIN.
042'—
ON SLAB
m3
SPACING
(IN.)
POST
SPACING
(IN.)
POST SPACING
FOR DBL
SPACING
FOR 3"x8"
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3"x8"
(IN.)
POST
m 3
0.0
.625'
(2), (3)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
2"x6.5'x0.032"
BEAM
(1)
TYPE
2'x6.5°x0.032"
BEAM
(1)
TYPE
F-
13'-7"
5'
16'-9"
16
B
14'-7"
31
H
14'-1 "
15'4"
B
15
14'-1 "
15'-4"
30
G
5'
875'
O
16'-4"
18
14'-7"
33
J
14'-8"
15'-2"
18
14'-1"
14'-7"
31
3"x8"x0.042" BEAM
r
11'-4"
6,
15'-1'5
16
B
13
332
H
13'-713
14'-13'-10'
B
168
13'-7"2'-10"
1 q'-113
231
G
6'
M W/ 14 GA. STL. INSERT
-w
g
3'-3"
I
-4
-4
14'-2" 17
12' 4" 29 G 12'-7" 13'-1"
16 12'-7" 13'-1" 29
I .0'- -I
ASTM A653 GRADE 50 G60
9'-g
7'
B
B
G
7-
MAX.
MAX.
3'-10"
19
12'-4"
31
1
12'-4"
2'-10
19
12'-0
12'-4"
30
8'-6"
8'
13'-3"
17
B
11'-7"
G
11'-9"
12'-3"
B
17
11'-9"
12'-3"
28
G
8'
BEAM
J
�� L. 3"x8"x0.042" BEAM
�, W/ 12 GA. STL. INSERT
13 -0"
20
11'-7"
H
11'-8"
12'-1"
19
11'-2"
11'-7"
30
ALUM. ALLOY 3004-H36 "
I� ASTM A653 GRADE 50 G60
J
7'_7„
9'
12'-7"
18
C
11'-0"
dOG
G
11'-2"
11'-7"
B
17
11'-2"
11'-7"
29
G
9'
OR EQUAL
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
LL
12'-3"
20
11'-0"
H
11'-0
11'-4"
20
10'-7
11'-0"
29
6'-10"
10'
12'-0"
18
10'-4"
10'-7"
11'-0"
B
17
10'-7"
11'-0"
29
G
,
10
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8' BEAM.
^
11'-8"
21
`'
10'-4"
H
10'-6"
10'-9"
20
10'-1
10'.-q"
29
6'-2"
11'
111 1
C
9'-101,
330 , 10'-110'-0" 10 -010'-3"
B
120 10'-1 9 10'-6 9
229
G
11'
FOOTNOTE: "SAMPLE"
O
11'-2"
21
9'-10"
-7
-6
5,_8„
12,
10'-1 "
18
C
9'-6"
30
H
9'-81
91-8"
C
18
9'-8"
9-8"
29
G
12'
FIGURE INDICATES
r
10'-8"
21
g'-6"
31
9'-7"
9'-4"
21
9'-2"
8'-g"
30
EXPOSURE B�
FIGURE INDICATES
r=1z OR
EXPOSURE C
14 GA.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
ASTM
A653 SS
'
}
x
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
>'
�x
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN,
MAX.POST
MAX.POST
FTG,
MIN.
MAX•POST
MAX.POST
FTG,
MIN.
GRADE 8.
50 G60
=
MAX.COL.
SPACING
F f
Eg o
o
ON SLAB
I
SPACING
(IN.)
POST
SPACING
(IN.)
POST SPACING
FOR DBL
SPACING
FOR 3'x8°
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3"x8"
(IN.)
POST
m
.042'
(2), (g)
F
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
2'x6.5'x0.032'
BEAM
(1)
TYPE
2'x6.5'x0.032'
BEAM
(1)
TYPE
FOOTNOTES TO ALL SPAN TABLES:
TYP.
13 _7„
5'
16'-9"
17
B
14'-7"
32
1
14'-1
5161-4"
B
16
14'-1
15'-2"
31
G
5,
1. FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
O
15'-0"
19
14'-7"
34
J
14'x"
4'-10'
19
13'-0"
14'-2"
33
H
WHERE SLAB OCCURS, CUBED FOOTING SIZE
M
11'-4"
6'
15'-3"
18
B
13'-3"
31
1
13'-7"
14'-1"
B
17
13'-7"
13'-1
31
G
6'
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
3 0,�
r
13'-9"
20
13'-3"
34
J
13'-1'
13'-7"
19
12'-6'
13'-0"
32
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
3'0� MAX. 3'0�
91-911
7�
I;r20
B
12'-4"
31
H
12'-7"
13'-1"
B
17
12'-7"
2'-1 "
30
G
7'
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
DBL. 3"X8"X0.042" BEAM
12'-4"
33
J
12'-2"
12'-7"
20
11'-7'
12'-1"
31
SHOWN IN THIS COLUMN OR THE MAXIMUM POSTW/
SHOWN FOR THE SELECTED BEAM.
DBL. 14 GA. STL. INSERTSPACING
J
8�
p14'-2"18
1B11'-"-7"
332
H
11'-9'1'-4"
12'-311'-9"
120
11
12'
231
G
81
v
ASTM A653 GRADE 50 G60MAXIMUM
'
8'-6"
J
B
10'-10"
11'-3"
3. THE SLAB SHALL BE A MINIMUM 10'-O"WIDE BY THE
COLUMN
T
9'
19
11'-0"
30
H
11'-2"
11'-7"
18
11'-2"
11'x"
29
G
9'
SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR
DBL. 3X8"x0.042" BEAM
LL"
-T'
21
B
11'-0"
32
I
10'-9'
11'-2"
B
21
10'-3'
10'-8"
30
6'-10"
10'
12'-0"
19
C
10' 4"
30
H
10'-7"
11'-0"
B
18
10'-7"
10'-9"
29
G
10'
25 & 30 psf. THE DISTANCE FROM COLUMN TO SLAB�r,1
W/ DBL. 12 GA. STL. INSERT
EDGE SHALL BE 91/4" MINIMUM.
r ASTM A653 GRADE 50 G60
W
10'-8"
21
B
10'-4"
32
G
10'-2"
10'-7"
21
9'-9"
9'-10"
30
6'-2"
11'
11'
19
C
9'-10"
30
H
10'-1"
10'-0"
B
19
10'-1"
10'-3"
29
G
11'
SEE ALTERNATE FOOTING TABLES
NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS
O
10'-2"
22
9'-10"
32
1
9'-9"
9'-10'
21
9'-3"
9'-0"
31
5'-8"
12
101-1 "
20
9'-6"
31
H
g'_8"
g'_8^
19
9'_8"
g'-4^
29
G
,
12
SHE. 9 FOR ATTACHED COVERS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8' BEAM.
v—
gl g^
22
`•'
g'-6"
33
J
9'-q"
9'-1"
`'
22
9'-0"
8'-3„
31
2 "'
04ti
W 00
Z00
w°'cl
Z O U rn
uw aFP U)Z-
U) W _
W Lu M
M
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p
UQ M
rn
FESS Il
o
S-8-8-5
1
OF CAL�F�`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
wARx DATE DESCRUMON
4 STEL JOB # 15-1071-1
DATE 3!32015
DRAWN BY - MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
2 �
W cl`o
W � N w
uU)w�
L1.1 UJ M
M UM
rn
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPRDVAL
REVISIONS
ww,c are DESCFJnw
4 STEL JOB # 157071-1
DATE 3132015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35
A
o
B
o
C
o
D
o
E
o
F
o
G
o
ff
o
1
o
J
ATTACHED
&FREESTANDING
LATTICE
COVERS
- 10 PSF
LIVE
LOAD
- 110, 120,130
MPH
- EXP.
B &
C
DBL. 2"x6.5"x0.042"
DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT
J
M
N
O
D
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
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
So
� o
ON SLAB
m3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
(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
z
13'-7"
5'
18'-0"
15
B
18'-0"
29
G
21'-8"
16
g
21'-8"
31
G
20'-9"
16
B
20'-9"
31
G
22' 8"
17
B
22' 8"
31
G
29'-2"
18
C
29'-2"
33
H
5,
O
18'-0
18
17'-6'
31
21'-8"
19
21'-2"
33
H
20'-9"
18
20'-2"
33
H
22'-8"
19
22'-1"
33
H
29'-2"
21
28'-6"
36
6'16'x"
16
16'-4"
29
19'-9"
17
19'-9"30
C719'-0"19B18'32G20'-8"20C20'-2"32G26'-8"21E26'-0"35I6
19'-0"
17
19'-0"
30
20'8"
1720'8"3126'-8"
19
26'-8"
33
H
r16'x'18B16'-0'
30G19'
-9"19C19'-3"
32
t
7,15'215,-2169B1514'-10"230G18'-4"8'-4"120C18'-47'-10331Cj17'-17'-7"1;9C17'1331G19'-i9�-2"120C19'-�9,-2"332Cj24'-24'-8"122E24'-24,-1"334H7'
D
,..�
8'
14'-3"
17
g
14'-3"
29
G
17'-2"
18
C
17'-2"
31
G
16'-6"
18
C
16'-6"
31
G
18'-0"
18
C
18'-0"
31
G
23'-2"
20
E
23'- "
33
H
8'
14'-3
19
13'-10
29
17'-2
20
16'-9
31
16'-6"
20
16'-1"
31
18'-0'
21
18'-0
31
23'-2'
22
22'-7'
33
J
7'-7'
-
9
13'-6"
17
C
13'-6"
30
G
16'-3"
18
E
16'-3"
31
G
15'-6"
18
C
15'-6"
31
G
17'-0"
18
E
17'-0"
32
G
21'-1
20
E
1'-1
34
H
9
ILL
13'-6
19
13'-1'
30
31
15'-6"
20
15'-2"
31
17'-0"
21
17'-0"
31
21'-10'
23
1'-3"
34
3
6'-10"
10'
12'-9"
17
�'
12'-9"
30
G
15'-4"
8
--';--821
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'x"
21
15'-1"
32
14'x"
32
16'-1"
21
16'-1"
32
20'-9"
23
20'-2"
34
6'-2"
11'
12'-2"
18
C
12'-2"
31
G
14'-8"
19
E
14'-8"
32
G
14'-1"
19
E
14'-1"
32
G
15'-4"
19
E
15'-4"
32
G
19'-9"
21
E
19'-9"
35
1
11'
O
12'-2'
20
11'-10"
30
14'-8"
21
14'x"
32
14'-1"
21
13'-8"
32
15'x"
22
15'-4"
32
19'-9"
24
19'-3"
34
!-
5'-8"
12'
11'-8"
18
C
11'-8"
31
G
14'-1"
19
E
14'-1"
32
G
13'-6"
19
E
13'-6"
32
G
14'-9"
19
E
14'-9"
32
H
19'-0"
21
E
19'-0"
35
�
0
11'-8'
20
11'-4'
31
14'-1"
22
13'-9"
32
13'-6"
21
13'-2"
32
14'-9"
22
14'-9"
33
19'-0"
24
18'-6"
35
12'
}
=
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
�
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
:)8
j 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) (g)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
13'-7"
5'
18'-0"
16
B
18'-0"
31
----HF---21,-4"
21'-8"
17
B
21'-8"
33
H
20'-9"
17
B
20'-9"
32
G
22'-8"
18
B
22'-8"
33
H
29'-2"
19
C
29'-2"
35
I
5,
O
17'-8"
19
17-0
31
20
20'-7"
34
20' 4"
20
19'-8"
34
H
22'-4"
20
C
21'-6"
35
I
28'-9"
22
27'-8"
37
K
O
N
11,-4„
g'
16'-4"
17
B
16'-4"
30
G
19'-9"
18
C
19'-9"
32
G
19'-0"
18
B
19'-0"
32
G
20':§_-_-,,
18
C
20'-8"
32
G
26'-8"
20
E
26'-8"
35
I
6,
T-
16'-2"
19
15'-7'
30
19'-7"
21
18'-9"
34
H
18'-8"
20
C
18'-0"
33
H
2x"
21
19'-8"
34
H
26'-3"
23
25'-3"
36
K
i
9,_9„
7,
15'- ;
120
g
15'-14
330
G
18'-4"8'-1 "
1
C
18'-4"7'-4"
333
G
17
121
C
17'-16-8"
333
G
19'-18,-10'
121
C
19'- �
333
G
24
2
E
24'- 2"3,,-6"
336
H
7,
5 -0"
�"
21
H
17'-3"
8,-2"
H
24'-4"
23
I
...�
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'-2"
33
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
17'-1
33
H
22'-9
24
22'-0'
35
I
J
7-7
�
9
13'-6"
16
C
13'-6"
30
G
16'-3"
19
E
16'-3"
31
G
15'-6"
19
C
15'-6"
31
G
17'-0"
19
E
17'-0"
32
G
21'-1
21
E
1'-1
34
H
9
ILL
3"
21
12'-9'
30
16'-0"
22
15'x"
32
15'-3"
22
14'-8"
32
16'-8"
22
16'-1"
32
21'-6"
24
0'-B"
34
I
6'-10„
10,
12'-9"2
121
C
12'-912,-1
330
G
15'-4"5'-2"
122
E
15'x"4,-7"
331
�-j
14'-9
122
E
14'-9 4
331
Cj
16'-15'-10'
223
E
16'- 1
332
Cj
20'-
225
E
20'-9"
334
H
10'
�
-7"
4'-6"
20'-4"
9,-8"
0
6'-2"
19
C
12'-2"
31
G
14'-8"
20
E
14'-8"
32
G
14'-1"
19
E
14'-1"
32
G
15'-4"
20
E
15'-4"
32
G
19'-9"
22
E
19'-9"
35
O
12'-0"
21
11'-7"
30
14'-6"
23
14'-0"
32
13-10
23
13'-4"
31
15'-2"
23
14'-7"
32
H
25
18'-9"
34
S'-8„
12,
11'-8
122
(;
811,-1'
331
(j
14'
223
E
14'-113
332
G
13'-0
223
E
13'-6
G
14'-9
223
E
14'-9
332
H
19'-0"8'-8"
226
E
19'-0"8'-0"
334
�
12'
1 _6"
'113'-10'
H
3'-3"
4'-6"
4'-0"
s
}
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTAND/NG
ATTACHED
FREESTAND/NG
}
=^
MAX.COL
SPACING
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MAx•POST FTG.
MIN,
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MAx.POST FTG.
MIN.
MAx.POST FTG. MIN. MAx.POST FTG.
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MAx.POST
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FfG.MIN.ONSLAB
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(IN.)
POSTSPACING
(IN.)POSTSPACING
(IN.)POSTSPACING(IN.)
POST
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POST
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(IN.)
POST
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(1)
TYPE
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13'-7"
5'18'-0"
17B17'
-8"33G
21'-8"
19B21'-4"34
H
20'9"18B20'-4"32
H
22'-8"
FFrGMAx.POST
22'-4"
35
I29'-2"20
C
28'-9"
37K5'
O17
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-6'34H20'
-102120036K20021191341110
0' -1036K28'
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"16'-4"16'-2"
615'-1020B15'-1'
32
G
19'-9"1919'-7"33
H19'-0"19
B
18'-8"
32H20'-8"20'-4"
34H26'-8"
21
26'-3"
3,
r11-4
3319'-1"22C18'-3"
35
I18'
-3"21C17'
-6"33I20'-0"
22
19'-1"
36
I
25'-9"
24
E
24'-7"
38
K
6
7
�
9,_9„
7,
15'-214,-8'
121
B
15'-04-0"
333
G
1817'-8"
222
C
18'-l"
334
H
17'-17'-0"
122
C
17' 16'-2"
333
G
19
20 J
C
18'-117,-8"
335
H
225
E
24'
337
I
7,
H
6'-10'
H
18'-6"
124
23'-10'
22'-9"
K
.J
8'-6"
8'
14'-3"
19
B
14'-1"
31
G
17'- "
20
C
17'-0"
32
-7-W
G
16'-6"
20
C
16'- "
30
G
20
C
17'-8"
33
G
23'- "
22
E
22'-9"
35
I
8,
13'-9"
21
C
13'-1"
32
16'-7
23
15'-10'
H
5'-10"
22
15'-2"
32
H
17'-4'
23
16'-7'
34
H
25
21'-3'
37
K
O
J
7-7
,
9
19
�'
13'-3"
30
G
16'-3"
212
E
16'-0"
32
G
15'-6"
20
15'-3"
31
G
17'-0"
21
16'-8"
32
G
21'-1
23
13'-12-0"
21'-6"
34
H
,
9
E
14'-63.7„
ILL
�"{
19'-0"8,-3"
13'-0
22
18'-8"7'-6"
12'-4'
32
12'
15'-8"
3
15'-0"
33
H
15'-0"
23
C
14'-3"
32
H
16'-4"
24
E
15'-7"
34
H
----21'-1
26
E
0'-1"
36
K
6'-10„
10,
12'-912,-3
222
C
12'-711
331
G
15'-4
224
E
15'-2'4_2"
333
G
14'-94'-2"
223
E
14'-63-7"
331
(j
116'-1
6'-15-7"
224
E
15'-14=10'
333
H
20'- 20,-0"
226
E
201-41,
34
336
H
10.
a
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4'-10
H
I
6'-2"
11'
12'-2"
20
C
12'-0"
31
G
14'-8"
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E
14'-6"
32
H
14'-1"
21
E
3'-10"
32
G
15'-4"
22
E
15'-2"
32
fi
19'-9"
23
E
19'-6"
B
O
11'-9
23
31
24
13'-7"
32
G
13'-7"
24
13'-0"
31
14'-10"
24
14'-2"
33
13,-1.32
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27
18'-2"
35
�
5'-8"
11'-611-3'
223
C
11'-610,-9'
31
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14'-113,-7"
224
E
13'-113'-0
12'
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�fEss i(�,y
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OF pA10F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPRDVAL
REVISIONS
ww,c are DESCFJnw
4 STEL JOB # 157071-1
DATE 3132015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35
332
H
13'-63'-0"
224
E
13'-12-0"
332
H
14-94-2"
225
E
14'-63.7„
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19'-0"8,-3"
227
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18'-8"7'-6"
335
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