BPAT2015-004978-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDINGPERMIT
,
OW7.3Z
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153 "
Date: 8/5/2015
Application Number:
BPAT2015-0049
Owner:. .
Property Address:
50920 CALLE PALOMA
'TED STARR "
APN:
770103005'
50920 CALLE PALOMA
Application Description:
STARR RESIDENCE PATIO 15
LN FT X 25 LN,FT
LA QUINTA; CA 92253
Property Zoning:
Application Valuation:
$4,000.00
f n"
7p�
[
Applicant:
AUG
IrM.W0
Contractor:
VALLEY PATIOS INC DBA VALLEY C
:O"VALLEY
PATIOS INC DBA VALLEY C
37897 CHESTERFIELD STREET
37897 CHESTERFIELD STREET
INDIO, CA 92203
CTIYOFLA
COMM ITY0EVELOP
INDIO, CA 92203
(760)534-4634.
Llc. No.: 937811
LICENSED CONTRACTOR'S DECLARATION . WORKER'S COMPENSATION DECLARATION
I hereby affirm under "penalty of perjury that I am licensed under -provisions of Chapter I hereby affirm under penalty of perjury o4of the following declarations:
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance
License Class: C-8. C51 License No,: 937811 of the work for which this permit is issued. i
�1 I have and will maintain workers'.compensation insurance, as required by
Date: vV D I Contractors Section 3700 of the Labor Code, for the:''perfrmance of the work for which this permit
is issued. -My workers' compensation insurance carrier and polity number are:
OWNER -BUILDER' DECLARATION
I hereby affirm under penalty of perjurythat I am exempt�kom 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
of the Business and Professions Code) or that he or,stie is exempt therefrom and the
basis for the alleged' exemption. Any violation of Section 7031.5 by any applicant for
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-builderwill have the•burden of:proving that
he or she did not build or improve for the purpose of sale:).
(� I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The.Contractors'
State License Law does not apply to an owner of property wh'o.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
Carrier: Policy Number:,_
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person.in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if l should become subject to the
workers' compensation provisions of Section'3700 of the Labor Code, I shall forthwith
comply with those provisions.
Q11 te: �� �7 (� 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
COMP.ENSATION,•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 omthis application.
S:.Each person upon whose behalf this application is made, each person at whose
request and for.whoseefi
bent 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:p"erniit 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 fof 180 days will "subject permit to cancellation.
I certify thatiI 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 herebiautKorize representatives of this city to enter upon the above"
mentioned. property for inspection purposes.
Ufl 1�
ate: Signature (Applicant or Agen'
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Total0a_id forBUILDING'STANDARDSADMINISTRATION BSk $1 00 '. '. $0.00
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��gCCOUNT
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PATIO COVER, .STD, OPEN PC :.
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SMI -RESIDENTIAL
101 0000-20308''
=: 0 �
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Total�r
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Description: STARR RESIDENCE PATIO 15 LN FT X 25 LN FT
Type: PATIO COVER Subtype: Status: UNDER REVIEW Applied: 8/5/2015 EVA
Parcel No: 770103005 Site Address: 50420 CALLE.PALOMA LA QUINTA,CA 92253 Approved:
Subdivision: DESERT CLUB TR UNIT 5 Block`. Lot: 62.. Issued:.
Lot.Sg Ft: 0 Building Sci Ft: 0 Zoning: Finaled:
Valuation: $4,000:00 Occupancy Type:. Construction Type: Expired:
No. Buildings: 0 No. Stones 0 No Unites::0
Details:. PATIO COVER ALUMAWOOD, PATIO'. COVER 15 LN FT X'25 LN FT TOAL OF 375 SQ FT 20121BG;.2013 CBC PER APPROVED'PLANS:
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sysrerns
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
[- RECEIPT #
CHECK #
MET.HOD
PAID BY
CLTD
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 - RESIDENTIAL
101-0000-20308
0
$0.52
$0.00
Total Paid forSTRONG MOTION INSTRUMENTATION SMI $0.52 $0.00
$194.41 $0.00
INSPECTIONS
SEQID' INSPECTION TYPE:, INSPECTOR SCHEDULED COMPLETED RESULT REMARKS - NOTES
DATE DATE
FINAL" BLD
BOND INFORMATION
ATTACHMENTS
Printed: Wednesday, August 05, 2015 4:12:52 PM 2 of 2
SYSTEMS
Bin #
City of 'La., Quin':ta
Building 8% Safety`Division
P.O. Box. 1504,`78-495 Ca1fe Tampico
La Quinti; CA 92253 _1760)
Building. Permit. .Application and Tratking Sheet
Permit #
Project Address: 5 Dol Z
Owtier.'s'Name: Tom' dt' J .
A. P. Number:
Address: SD C.,' pA Gia
Legal Description:
City, ST, Zip: LA�_�ll', C}� 2Z5 3
Contractor: "/ S
P �- 1
n•
Telephone:
P e.
:
Address: 2j"7 lacy, ClKif 5 poi S -
Pro- ' "Descri tion: / Gl7�0001/
1 P f �l A!�a who o"
City, ST, Zip: �dL01 t -o C-44- rii7-20. 3
Tele h ne• y�
0 v s N
P b
6 3 3�
f S Z S
State Lic. # : % 6 0
City Lic. #.
Arch., Engr., Designer:
Address:
City,, ST, Zip:
Telephone: e:
aneY
�Coustction TYPe:
Occupancy:
fa ic. #
S ta L
Project -type Pa (cir le one)• New'. Add'n Alter Repair Demo
Name of Contact Person: AA� �S �r
Sq. Ft_:.j%S
#.Stories: _
#Units:
Telephone # of Contact Person: 6 0 " S3 Vii.` � b
P % 3
Estimated Value of Project;. DO C� _
APPLICANT: DO, NOT WRITE!BELP*THIS_LINE
tl
Submittal
Req'd
Recd
TRACKING. ".
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
-''Plan
Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up 4
'Construction,,,
Flood plain plan
Plans resubmitted
Mechanical '
Grading plan
god Revicw,.ready for.corrections/issue
Electrical'
Subcontactor List
Called Contact Person -
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for.corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
Detached L=H4
Garage
Pool/.Spa
Starr Residence
50920 Ca.l:le Paloma
La Qui�nta�,_'CA..'92253
Proposed Alumawo°od Patio Cover
CIS ®FLA
cap-°'
��,��-r� �C�alle Paloma
AP P
FOR ON RU�TI
6J .�
DATE � Y
r'
i
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS : WIND SPEED CONVERSION TABLE:
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 2'010
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 ACI318-11 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 19.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES; IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A5DO GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH = 110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC &
IBC APPENDIX CHAPTER I.
ROOF LIVE AND SNOW LOADS: 10, 20,25.30.40 & 50 psf. (SNOW LOADS AT GROUND
LEVEL 25, 30, 40 & 50 psf)
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL
25, 30, 40 & 50 psf)
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES 8 AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, S. = 1.0, Sp= 0.50
RESPONSE MODIFICATION FACTOR, R:1.25
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEET INDEX:
SHEET # SHEET TITLE I DESCRIPTION
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
-A y4c- G/NEER/NG
STRUCTURAL ENGINEERING
109 EAST ESCALONES PHONE: (949) 388-9333
T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES SAN CLEMENTE. CA 92672 FAX: (949)388-3773
SH -1 ............. SOLID PANEL STRUCTURES STRUCTURAL ENGINEER
SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK, SE 5885
SH - 3-4 ........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: BRADLEY STEVENS
SH -5 ...........MINIMUM FASTENERS
SH -6 ...........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES O
SH -8 ............EXISTING EAVE CONNECTION DETAILS
SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH - 10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS Az
- 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 'h Z i
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS 014-4
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH J� cO
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MP `T ®�`
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MP� �.
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH J
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH V
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH O�
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH V
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
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ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCOMN
4 STEL JOB # 151071-1
DATE 3!312015
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERAL NOTES
T-0
0 OF 50 SHEETS
mm
A o B o C
ATTACHMENT
ROOF PANEL SEE TABLES SEE DETAIL A, B & C,
o D ° t ° F °
SOLID PANEL STRUCTURES
3 1/2" SLAB ATTACHMENTS w
o MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
.101 SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
■ C7
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
� ROOF PANEL SEE TABLES
5 SHEET 4 FOR ROOF PANEL LENGTy
SUPPORTING BEAM. OF ATTACHMENT TO STRUCTURE V.4
oA
SHEET 4 FOR ROOF
SHEET 8
°
PANEL ATTACHMENT TO
OF ROOF PANEL -
SHEET 4 FOR ROOF
SUPPORTING WALL
6ry
ALLOWABLE SPAN-' /
HANGER & BEAM.
HANGER & BEAM.
O.
SPI
2
"O.H." NOT TO EXCEED 25%
NO BEAM SPLICE AT 1�+:
pp Spg w
SEF
OF ROOF PANEL
ALLOWABLE SPAN
EXTERIOR POSTS. + ��
ALLOWABLE SPAN
FOR POST SPACING
FOR MANDATORY SPLICE.
SEE DETAIL 11, SHEET 12�
p�
°
FOR MANDATORY SPLICE.
Sp,
OSTSp
NO TO
T
NO BEAM SPLICE AT
3 1/2" SLAB
�%
EXTERIOR POSTS.
SEE Tige
POSTS, SIZE VARIES
�CFSpA/V
SEE SHT. 11 FOR MINIMUM
, r
3
NUMBER OF REQUIRED COLUMNS
TO CONSTRAIN
o D ° t ° F °
SOLID PANEL STRUCTURES
3 1/2" SLAB ATTACHMENTS w
o MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
.101 SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
■ C7
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
� ROOF PANEL SEE TABLES
5 SHEET 4 FOR ROOF PANEL LENGTy
SUPPORTING BEAM. OF ATTACHMENT TO STRUCTURE V.4
oA
° NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
B TYPE "C" FREESTANDING W/ CANTILEVER OPTION
"O.H." NOT TO EXCEED 25%
SEE DETAIL A, B & C,
ROOF PANEL SEE TABLES
OF ROOF PANEL -
SHEET 4 FOR ROOF
6ry
ALLOWABLE SPAN-' /
SUPPORTING WALL
HANGER & BEAM.
SEE DETAIL 11, SHEET 12 ✓�.
FOR MANDATORY SPLICE.
O.
"O.H." NOT TO EXCEED 25%
NO BEAM SPLICE AT 1�+:
pp Spg w
SEF
BEAM - SEE TABLES
ALLOWABLE SPAN
EXTERIOR POSTS. + ��
TABLES NG
FOR POST SPACING
FOR MANDATORY SPLICE.
SP
NO BEAM SPLICE AT
Sp
SEE //Vc
0
POSTS, SIZE VARIES
r3 { 1
NO TO
T
3 1/2" SLAB
�%
A<CO "
.,
%.
�CFSpA/V
MAY BE USED
, r
TO CONSTRAIN
j
7
FOOTING, SEE
'J .
TABLES
° NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
B TYPE "C" FREESTANDING W/ CANTILEVER OPTION
TyE PROD F
---""--BEAM - SEE TABLES
FOR POST SPACING
`Oy
OF as Eo?lvor 50
SCAm
O ASCE Sc.
3 1/2" SLAB ATTACHMENTS W "
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED—j/
EQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% —
OF. ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12.
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
CENGTy
MIN. 0.25" SLOPE OFSTj?U
PER FT O.H CTURE �qRl
ES
O.H� SPA
EA
B
COST cS,PA/11/
�C BEAM - SEE TABLES
FOR POST SPACING
NorT�II
OF B
A(COII,AaCE SII'p�
W
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
F -
x
FOOTINGS (�/
SEE TABLES \V NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
2 M
ti
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03-03-15
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ASSUMPTION
AHJ APPROVAL
REVISIONS
K -M DATE DESCRwnON
4 STEL JOB # 15-1071-1
DATE 313@015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH - 1
1 OF 50 SHEETS
rr
ATTACHMENT
SEE DETAIL A, B & C,
ROOF PANEL SEE TABLES
SHEET 8
SHEET 4 FOR ROOF
PANEL ATTACHMENT TO
MIN. 0.25" SLOPE PER FT
SUPPORTING WALL
HANGER & BEAM.
O.
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
pOSM
FOR MANDATORY SPLICE.
SP
NO BEAM SPLICE AT
Sp
SEE //Vc
EXTERIOR POSTS.
Tqa ES
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
NUMBER OF REQUIRED COLUMNS
TyE PROD F
---""--BEAM - SEE TABLES
FOR POST SPACING
`Oy
OF as Eo?lvor 50
SCAm
O ASCE Sc.
3 1/2" SLAB ATTACHMENTS W "
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED—j/
EQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% —
OF. ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12.
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
CENGTy
MIN. 0.25" SLOPE OFSTj?U
PER FT O.H CTURE �qRl
ES
O.H� SPA
EA
B
COST cS,PA/11/
�C BEAM - SEE TABLES
FOR POST SPACING
NorT�II
OF B
A(COII,AaCE SII'p�
W
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
F -
x
FOOTINGS (�/
SEE TABLES \V NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
2 M
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
K -M DATE DESCRwnON
4 STEL JOB # 15-1071-1
DATE 313@015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH - 1
1 OF 50 SHEETS
rr
RAFTER, SEE TABLES
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,B 8 C,
MAX. O.H. O.H
SHEET 8.
,y�25% OF RAFTER
NUMBER DF REQUIRED
ALLOWABLE
SPAN
q��O00e
�y
ge�FS� c
NOTE: EACH COMPONENT IS INTER-
po �M
STS Spgry
VV
CHANGEABLE WITH ANY OTHER
MANDATORY BEAM SPICE - SEE
BE D WHERE
DETAIL 11, SHEET 12 =
FS
NO BEAM SPLICE AT
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
EXTERIOR POSTS
SEE TABLES
LENGTH OF STRUCTURE VARIES
FOOTING WHERE REQUIRED,
'r'SMpAp��
F
t o r o [i o n o 1 o 1
OPEN LATTICE STRUCTURES
ex/Sr/NGB
\
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,B 8 C,
SEE SHT, 11 FOR MINIMUM
SHEET 8.
G w
POST WITH SIDE •PLATS
SEE SHT. 11 FOR MINIM JM
NUMBER OF REDUI
COLUMNS
9F ,
3112 SLAB ATTACHMENT
MAY BE USED WHERE
NOTE: EACH COMPONENT IS INTER- sF TSpgA9N/ PERMITTED.
FT SEE TABLES
CHANGEABLE WITH ANY OTHER 96�F
COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABES
MAY NOT BE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTER,SEETABLE ±r
,FOR SIZE-
e;ANDSPACING �-�
#,
O MAX. O.H.
OF RAFTER O.H
ALLOWABLE
RAFTER,SEE
MAX O.H.
75N. (TF RAFTED
MANDATORY BEAM SPICE - SEE —�
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIORPOSTS
LENGTH OF STRUCTURE VARIES
I S �' pVpgN
FF qC1
SEE SHT, 11 FOR MINIMUM
qe�S G
NUMBER DF REQUIRED
COLUMNS
NOTE: EACH COMPONENT IS INTER-
po �M
STS Spgry
3 112' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
S
FFT19�C1�G
BE D WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
FS
PERMITTED.Y
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE TABLES
— MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
•
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX O.H. O H
25% OF RAFTER
ALLOWABLE
SPAN
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,B 8 C
SHEET 8.
x
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MURK DATE UESCRPTION
4 STEL JOB # 15-1071-1
DATE IT2015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
c
LU
LENGTH OF STRUCTURE VARIES
O
NG
_w
?q
MANDATORY BEAM SPICE - SEE
O�y6
O tiC
!>
DETAIL 11, SHEET 12
-
OST CROSSSECTI
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NO BEAM SPLICE AT p
EXTERIOR POSTS OS
SFF lSp
SEE POST DE w
LENGTH OF STRUCTURE VARIES
hfJL
G
T'9@�FC1NG
MANDATORY BEAM SPICE - SEE—
S
3 1/2',SLAB-
MAYOTE:
DETAIL 11, SHEET 12 p
NO BEAM SPLICE AT OS
SFFTge
POST CROSSSECTION,
SEE POST DETAIL,
EACH COMPONENT IS INTER-
p0
O CONSTRAIN
EXTERIOR POSTS
g07N
HANGEABLE WITH ANY OTHERsl°�cT
SpgC/
FOOTING, SEE
CFs CTABLES
AB
MAY
QMPONTENT UNLESS OTHERWISE SHOWN.
19�FSHc
°05
BE USED
TO CONSTRAIN
OPEN STRUCTURE
OTE: ;YNOT
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
SFFT,ye qC
FOOTING, SEE
BE OVERED.
-
A
FOOTING SEE TABLES,
COMPONTENT UNLESS OTHERWISE SHOWN.
CFs c
TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING SEE TABLES
MAY NOT BE COVERED.
TYPEG;' FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
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ASSUMPTION
AHJ APPROVAL
REVISIONS
MURK DATE UESCRPTION
4 STEL JOB # 15-1071-1
DATE IT2015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
I
0
2
0
3
e
4
0
5
0
6
0
7
0
8
o U F H o
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
24" TRI -"V" PAN 282, 12"x 3 1/2"W PANEL 6'/ 8"x 2X" FLAT PAN
.so•
r25 40 40• R=.117' 09R <I,S,
it .35' F.7T •
5' .75' 5' 180'
T- (SEE TABLE .43 ,45' (ALL UNMARKED RADII .06R)
BELOW) 3. 01 .65• T- (SEE TABLE .70' 2IT67
Ll BELOV) 282' •38' 7'
6' �• 1. 0 25 T= (SEE TABLE BELOW
.40' 45
.35' .7 ' 45• TYP•
.40' ,40' ,40' .40' 1.92' L92' .75' L92'
3.00' .50' .50' .50' .50• 3A0' .433' 3' L3' .433'
4A0' 1&0 AO'/BAO'
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 1 25 30 40 50
24' TRI -"V" PAN
0.83 0.75 0.80
24'x2)(2"x0.018" 0.85
0.80 0.65 0.65 -
LUSL
PANELT
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
13,_9,
(IN.)EXP.B
.020(l)
110 MPH SPAN
10'-3"
10'3"
110'-3"
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
10'-3"
10'3"
12'-0"
.018
11'-1"
11'-2"
10'-T"
10'-r
9'-11"
15'-3"
15' 3"
15,_3•
6
"10'3"
8-7
8
-2
5 "
.024
12'-3"
12'-0"
12,_3"
12,_3•
12,_3"
12,_3"
10
.024
12'-r
12' 8"
11'-10
12'-0'
11'-1"
10
10'-10"
17'-7"
10'4'
9'-9"
9'-9"
9'-2'
9.3•
8.7,
12'-8'
032
14'-3"
14'-3'
14'-3"
14'-3'
14'-3"
13'-7"
.032
[14'-3"
13'-r
13'-r
14'-0'
14'-1"
1'3'-3-
1917"
12'-8"
12,_1„
12,_1"
11._2.
11•_3"
10'x"
040
8'4"
8'4"
8'4"
8'4"
8'4"
8'-4-
.0 18
*71W-.7.,ZW154
"
15'-9"
16'-0"
15'-0"
12'-1"
11'-4°
11,_3,
7
7
T-2"
T -z"
6'-10'
14'-2"
.020(l)
10,_1"
10,_1•
10,_1,
10,_1•
101_1"
101_1^
20
.024
10'-1'
9' 6"
9' 6"
9'-0"
9'-1"
18'-0"
12' 6"
8 $"'
8'4"
8'-5"
8'-1
8'-1"
T-9"
.024
2._1"
12,_1,
2,_1,
12,_1"
12,_1,
.032
>1'0
>1'0
20
13'-1"
10'-9"
10'-3"
10'4"8'
12'-0"
9'-9"
9'-9"
16'-2"15'
8"
7'-3"
7,_3,
7'-3"
7._3"
7'-3"
17'-7"
018
17'-r
17'-7"
129'
R7*3*
12'4"
12'-4'
11'-7"
19'4"
7'-8'
7'4"
7'4"1"
16'3'
7'-1"
6'-10"
8'-9'
8'-9"
8'-9"
8'-9"
8'-9"
25
.024
13'$"
14,_1•
132"
14'-10"
14'-10
11'-1
8'-s"1"
13'4"
8'-1"
7'-9"
17' 6'
16'-10'
9'$"
9'-8"
9'$"
9'$'
9'-8"
9'$"
10-2"
032
9'-10'
9'3'
10-2"
B'-11"
9'-0"
8' 6'
12-1"
12 1"
10'-6"
10'-2"
10'-2"
7-
9'-8"
9'-2"
024
6'-r
6'-7"
6'-7"
6'-7"
6'-7"
6'-r
018
11'-0"
10'-7"
10'$"
10'-2"
10'-3"
9'-9"
25
8'-9"
7'-3"
7'-0"
7-0•
6'-9"
61_10"
13,_2"
10'-10"
10'4"
8'-3"
8'-3'
8'-3"
B'-3"
8'-3"
8'-3"
30
.024
11'4"
13'-1"
12'-r
12'-8"
12'-2"
13'_3"
13'_3•
8'-3"
8' 0"
8'-0"
7'-9"
7'-9"
7'-5,
9'-1"
W-1"
9'-1"
9'-1"
9'-1"
9'-1"
.032
15'-0"
14'4'
14'-2"
13'-r
13' 8'
13'-0"
9 8"
9'-10•
9'-6"
9'-0"
9'-1'
9'-2"
8'-10"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 1 25 30 40 50
12"x3)(�"x0.020"0.88
0.83 0.75 0.80
24'x2)(2"x0.018" 0.85
0.80 0.65 0.65 -
24"x2)¢"x0.024" 0.90
0.88 0.70 0.65
24"x2}¢"4.032" 1 0.90
0.88
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES -a
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll
2 ti
W
4- w "?
Z U rn
W QLux
Q U) W
Lu FW LM
M
O ZOco
D
(Q M
d'
Q�FESS I(�
S5885
- 1
OF CAL \FCS`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
Om DATE DESCRFWN
4 STEL JOB # 151071.1
DATE 3012015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
12"x 3 1/2"W PANEL
8" x 2 Yz" FLAT PAN
LUSL
PANEL'T'
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
13,_9"
13•_9,
13,_9,
13,_9,
13,_9"
13,_9,
WSL
.020(l)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EU.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
12'-0"
12'-0"
11'-1"
11'-2"
10'-T"
10'-r
9'-11"
15'-3"
15' 3"
15,_3•
15'-3"
15,_3,
15,_3,
.020
.024
.020
13'-2'
12'-r
12' 8"
11'-10
12'-0'
11'-1"
10
10'-10"
17'-7"
10'-3"
9'-0"
17'-7-
17'-7"
17'-r
12'-8'
032
13'-r
13'-7"
13'-7"
15'-6"
13'-r
13'-r
14'-0'
14'-1"
1'3'-3-
1917"
W1l'-3'll'3"
"10
19'-r
19'-7"
19'-7"
024
040
024
*71W-.7.,ZW154
"
15'-9"
16'-0"
15'-0"
12'-1"
11'-4°
11,_3,
10'-9"
10'-10'
11,_3,
11,_3,
11 _3"
14'-2"
.020(l)
15'-7"
15'-7"
10'-1'
9' 6"
9' 6"
9'-0"
9'-1"
18'-0"
12' 6"
12'-6"
12'-6'
12'-6"
12'-0'
12'-6"
.032
.024
.032
20
13'-1"
14' 8•
14'$"
12'-0"
12'-0"
14'$"
14'$"
16'-2"15'
8"
03213'3"
15-0"
'-3"
17'-r
17'-7"
17'-7"
17'-r
17'-7"
129'
12'4"
12'-4'
11'-7"
19'4"
16'3"
16'3"
16'3'
16'-3'
16'-3"040
V14'-8*14'-8"
.040
13'$"
14,_1•
132"
14'-10"
14'-10
11'-1
11'-111'-1".020(1)
13'4"
17' 6'
16'-10'
17'-0"
16'4"
16'-0'
16'-0"
10-2"
10-2"
9'-10'
9'3'
10-2"
B'-11"
9'-0"
8' 6'
12-1"
12 1"
12'-0"
12'-0"
12'-0"
12'-0'
12'-0"
12'-0"
024
020
11'-0"
10'-7"
10'$"
10'-2"
10'-3"
9'-9"
25
8'-9"
13,_2"
13,_2,
13,_2•
13,_2•
13,_2"
13,_2"
10'-10"
10'4"
.032
9'-9"
9'-10"
'-5"
9'-5-
1
11'4"
11'4"
11'4"
11'4"
13'-1"
12'-r
12'-8"
12'-2"
13'_3"
13'_3•
14'-2"
14,_2•
14,_2,
14,_2,
14,_2"
14,_2"
040
.024
15'-0"
14'4'
14'-2"
13'-r
13' 8'
13'-0"
9 8"
9 -9"
10'-6'
10'6"
10'-0"
10'-0"
10'-0'
10'6"
11' 8"
.020(l)
11'-2"
11'-3"
10'-7"
13'-0"
13'-0"
13'-0°
IT -O'
9'-2"
8'-9'
8'-11"
8'-5'
8'-6"
8'-2"
15'-0'
11,_3"
11,_3,
11,_3,
11,_3,
11,_3"
11.3"
.024
.032
10' 6'
10'-1"
10'-2"
9'-r
11'-10"
30
11' 6"
12'-0"
12'-6"
12'-6"
12'-6"
12'-6'
12'-6"
13'-9"
13'-7"
.032
13'-1"
12'$"
14'-0"
14' 6"
14'-0"
14'-6"
14'-0"
14'-6"
16'-8'
16' 8"
11'-0"
16'-8"
16'-8"
13'4"
13'4"
13'4"
13'4"
13'4"
13'4"
040
040
14'-2'
13'-8"
13'-6"
13'-0"
13'-3"
12'-10"
13'-0"
12'4"
W-1"
9'-1"
9'-1'
9'-1"
9'-1"
15'-2"
15'-2"
.020(l)
14'-10"
14'-3"
9 9"
91 9"
9 9'
9.9,
8'-3'
B'-1"
B'-1"
7'-10'
T-10"
7'-6"
10'4"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
.024
020
9'-5"
9'-1"
9'-1"
8'-10'
8'-10"
8'-r
40
8'3'
11'4"
11'4"
11'4"
11'4"
11'4"
11'4"
10'-0"
.032
9'-9"
9"
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
11'-1'
11'-0"
10'-7"
10'-8"
10'-3"
11'_1"
12,_2,
12,_2"
12,_2,
12,_2•
12,_2,
12 .2,
.040
.024
12'$'
12'4"
12'4"
12'-1"
12'-1"
9'-r
9'-7"
9'-2"
8'-2"
B'-10"
25
8'-2"
8'2"
8'-2'
.020(1)71"
11'-0"
10'-6*
11'4"
11'4"
11'4"
11'4"
11'4"
11'4"
7'1"
6'-11"
6'-11'
6'-9"
12'_1"
9'-2"
r8'-2'8'-2'
9'-2'
9'-2"
.032
.032
8-0"
Tto"
T$"
11'-10
7-0"
5010'-7"
10'-9"
10'-10'
10'4"
10'-7"
1 O' -r
14'-1"
10 -r.0329'-r
13'-0"
13
13'-2"
124'
12,_3,
12,_3,
M9'-2'9'-2'.024
12,_3"
12,_3,
12,_3,
9'-7"
9'-r
9'-3'
13,_1,
8'-11"11'-3'
13,_1,
11'.3'
11'-3"
11'3"
11'-3"040
.040
11'-0'
10'-10"
10'-10"
10'-7"
12'-9"
10'4"
Ll
2 ti
W
4- w "?
Z U rn
W QLux
Q U) W
Lu FW LM
M
O ZOco
D
(Q M
d'
Q�FESS I(�
S5885
- 1
OF CAL \FCS`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
Om DATE DESCRFWN
4 STEL JOB # 151071.1
DATE 3012015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
8" x 2 Yz" FLAT PAN
6'x 2 Y2' FLAT PAN
LUSL
PANEL'P
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
WSL
PANEL"r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EU.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
12'-0"
12'-0"
12'-0"
12'-6"
12'-0^
12'-0"
14'-r
14'-r
.020
.020
10'-10"
10'-1"
10'-3"
9'-0"
9'-r
9'-0"
12'-8'
12'-0""-9"
13'-r
13'-7"
13'-7"
13'-r
13'-r
13'-r
5'-10"
5'-10"
"10
024
024
*71W-.7.,ZW154
12'-1"
11'-4°
11'-6"
10'-9"
10'-10'
10'-1"
14'-2"
13'4""'-1'1015'-7"
15'-7"
15'-7"
15'-7"
15'-7"
15'-r
18'-0"
18'-0"
.032
.032
4'-1"
13'-1"
13'4'
12'4"
12'-0"
12'-0"
16'-2"15'
8"
15-9
15-0"
'-3"
17'-r
17'-7"
17'-7"
17'-r
17'-7"
17'-r
19'4"
19' 4"
19'4"
19'4"
19'4"
19'4"
040
.040
15'-7"
14'-10"
14'-10
14'-1"
14'-2"
13'4"
17' 6'
16'-10'
17'-0"
16'4"
16'-0'
16'-0"
10-2"
10-2"
10-2"
10-2"
10-2"
10-2"
12-1"
12 1"
12-1"
121"
12-1"
194"
020
020
9'-1'
8'-9"
8'-9'
8'4"
8' 6"
7'-11'
10'-10"
10'4"
10'-3"
9'-9"
9'-10"
'-5"
9'-5-
1
11'4"
11'4"
11'4"
11'4"
11'4"
11'4"
13'-3"
13'_3"
13'_3"
13'_3•
13'-3"
13.3•
.024
.024
20
10 -1"
9 8"
9 -9"
9 -3"
9 -5"
8 -11"
20
12'-2"
11' 8"
11'$"
11'-2"
11'-3"
10'-7"
13'-0"
13'-0"
13'-0°
IT -O'
13'-0"
13'-0"
15'-0"
15'$"
15'-0"
15'-0'
15'-6'
15'-6-
.032
.032
11'-10"
11' 4"
11' 6"
11'-0"
11'-0"
10' 6"
14'-2°
13'-9"
13'-7"
13'-0"
13'-1"
12'$"
14'-0"
14' 6"
14'-0"
14'-6"
14'-0"
14'-6"
16'-8'
16' 8"
16'-6"
16'-8"
16'-8"
16' 8"
040
040
13'-6"
12'-10"
13'-0"
12'4"
12'-0"
11'-10"
15'-0"
15'-2"
15'-2"
14'-10
14'-10"
14'-3"
9 9"
91 9"
9 9'
9.9,
9 9"
9 9"
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
020
020
8'-11"
8' 8"
8' 8"
8'3'
8'-3"
7'-10'
10'$'
10'-1'
10'-0"
9' 8"
9'-9"
9"
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
11'_1•
11'_1"
11'_1"
11•_1"
11'_1"
11'_1"
.024
.024
25
9'-11"
9'-r
9'-7"
9'-2"
9'-3"
B'-10"
25
10'-10
11'-0"
10'-6*
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'-7"
13'-0"
13
13'-2"
124'
12,_3,
12,_3,
12,_3,
12,_3"
12,_3,
12,_3,
13,_1"
13,_1,
13,_1"
13,_1,
13•_1"
13,_1,
040
.040
13'-3"
12'-9"
12'-9"
12'-3"
12'4"
11'-9"
15'4"
15'-1"
15'-1"
14' 8"
14'-9"
14'-1"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-9"
9'-9"
9'-9"
9'-9'
9'-9"
9'-9"
.020
.020
8'-5"
B'-1"
8'-1"
7'-9"
7'-10"
7'-0"
9'-11"
9'-r
9'-7"
9'-2"
9'4"
8'-11"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9'
9'-9"
10'4•
10'4"
10'4"
10'4'
10'4"
10'4"
.024
.024
30
9'-1"
9'-2'
8'-10"
8'-11"
8'4°
30
11'4'
10'-9'
11'-0"
10'4"
10'-9'
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
11'4"
11'4"
11'4"
11'4'
11'4"
.032
.032
11'-1"
10' 8"
10'-9"
10'4'
10'4"
10'-0"
13'-2"
12' 8"
13'-0"
12' 6"
12'-r
11'-10"
11'-r
11'-7"
11'-7"
11'-r
11'-7"
11'-7
12'-3"
12'-3"
12'-3"
12'-3"
12'-0"
12'-3'
040
040
12'-7"
12'-2"
12'-2"
11'x'
11'-9"
11'-3'
14'-9"
14' 6"
14'-r
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'
9'-0'
9,-0"
020
020
7' 8"
7' 6"
T 6"
7'-3'
7'-2"
6'-11"
9'-1"
8'-10"
8'-10"
8'-r
B'-0"
8'-1"
024
91-0.
9 -0"
9 -0"
9 -0"
9 -0"
9 -0"
024
9.8"
9 -6"
9'-6"
9'-0'
9' 6"
9'-6"
40
8-8"
8-3"
8-3"
8-0"
8-1"
_
7-10
40
10'-2"
9'-10"
9'-10"
9,-r
9' 6"
9'-3"
032
9.9.
9.9,
9-9"
9-9"
9 9"
9.9,
032
12-1"
12-9"
12'-9"
12'4"
12-6
121-1"
10'-2"
9'-10"
9'-10"
9'-7"
9'-r
9'-3'
10'-3"
10'-1'
10'-1"
9'-10"
9'-10"
9'-8'
.oa0
10'-7"
10'-7"
10'-7"
10'-r
10'-7"
10'-r
.040
11'-2"
1�1'-2'11�1'-2'111,_2•'-2"
11'-2"
108"
10'-10"
10'-6"
139"
12'-r
.020
7-5-
7 -s"
7 -5"
7 -5"
7 -5"
T 5"
.020
8 -3"
8'-3'
8'-3"
6 5'
6'-5"
6'-5'
6'-3"
6'-3"
6'-1'
7'-8'
T -r
T-8"6
7'-2"024
8 3"
8 -3"
8 -3"
8 -3"
8 3'
8 3°
024B
_9,
8'-9"
8'-9'
K38"-38'-3"
B'-9"50
74"
T-3
T-3"
7-1"
-O"
6-11°
508
9"
8-r
8-r"
8 1"032
9 1"
9.1,9.1,9.1,9-1"91,0329
B"
9' 8"
9' 8°
9' 8'8'
6°
8'-5"
8'4"
8'-3"
10'4"
10'-3"
10'-3'1"
9'-9'
040
9.9.
9 -9"
9 9.
9.9.
040
10 4'
10'4"
10'4"
10�101-4"10'4'9'-9°
9'-5"
9'-r
9'-2'
111011'-r
11'-9"
11'-2"
Ll
2 ti
W
4- w "?
Z U rn
W QLux
Q U) W
Lu FW LM
M
O ZOco
D
(Q M
d'
Q�FESS I(�
S5885
- 1
OF CAL \FCS`
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
Om DATE DESCRFWN
4 STEL JOB # 151071.1
DATE 3012015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
D u o E o h o G o H e
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
1 o J
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED -a
FIGURE INDICATES FREESTANDING
,111111111
a111111111
a�
W
W
oN M
�0.)
w QFC
u�w-
W W M
M
M
U am
Z 0000
Q M
� rn
'ct
rn
�FEss icy��
S5 85.
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MM DATE DESC MON
4 STEL JOB # 15.1071.1
DATE Y312015
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 %2" AND
WALL HANGERS,
3"x8"
AND
EXTRUDED AND 3"x8"
WITH
6 %2" ROLL FORMED BEAMS
STEEL HEADERS
STEEL INSERT HEADERS
NUMBER
OF
N❑.14 TEK OR
SMS
SCREWS
NUMBER OF
N❑.14 TEK OR
SMS
SCREWS
NUMBER OF N❑.14 TEK OR
SMS SCREWS
>-
>-
>-
PER
FOOT OF BEAM
LENGTH
PER
FOOT OF
WALL HANGER
AND
BEAM UEN1
H
PER
FOOT OF BEAM
LENGTH
m3
110 MPH 120 MPH 130 MPH110
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. BI EXP.
C EXP. B EXP. C
EXP. B EXP, C
~
~
~
5
1
1
1 1
1
2
5
1
1
1 1
1
1
5'
1
1
1 1
1
1
1
2
2 2
2
2
1
1
1 2
2
2
1 1
1 1
1
1
6'
1
1
1 2
2
2
61
1
1
1 1
1
2
6'
1
1
1 1
1
1
2
2
2 2
2
3
1
2
2 2
2
2
1 1
1 1
1
1
7
1
1
1 2
2
2
7 ,
1
1
1 2
2
2
7'
1
1
1 1
1
1
2
2
2 3
3
3
2
2
2 2
2
2
1 1
1 1
1
2
8'
1
2
2 2
2
2
8'
1
1
2 2
2
2
8'
1
1
1 1
1
1
2
2
2 3
3
3
2
2
2 2
3
3
1 1
1 2
1
2
91
2
2
22
2
2
g,
1
2
2 2
2
2
g-
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
10
2 2
2
3
10'
1
2
2 2
g--
2
10'
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 2
2 2
2
2
11
2 2
2
3
11'
2
2
2 2
2
3
11'
1
1
1 1
1
2
3
3
3 4
4
4
2
3
3 3
3
3
1 2
2 2
2
2
12'
2
2
3 3
3
3
12'
2
2
2 2
2
3
12'
1
1
1 1
1
2
3
3
3 4
4
5
2
3
3 3
2
4
2 2
2 2
2
2
13'
2
2
2 3
3
3
13'
2
2
2 3
3
3
13'
1
1
1 1
1
2
3
4
4 4
4
5
2
3
3 3
3
4
2 2
2 2
2
2
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED -a
FIGURE INDICATES FREESTANDING
,111111111
a111111111
a�
W
W
oN M
�0.)
w QFC
u�w-
W W M
M
M
U am
Z 0000
Q M
� rn
'ct
rn
�FEss icy��
S5 85.
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MM DATE DESC MON
4 STEL JOB # 15.1071.1
DATE Y312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
11111111111
•3 111111111
.3m
A o B o C o - D o t o F o e o H o i
--------------
RAFTER SPANS -FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B--& --c7
LUSL
^T^
(IN)
Z W
a�
Dip
TYP.
3" x 8" RAFTER
B 31
Z W
a�
,w0
_ 2" X 6 1/2" RAFTER ��
cc
Z
¢�
wzo
DBL. 2" x 6 1/2" RAFTER
110 MPH 120 MPH 130 MPH
LUSL
^T^
(IN.)
110 MPH 120 MPH [ 130 MPH
LUSL
^T^
(IN)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 .EXP. B EXP.0
EXP. B EXP.0 EXP. B IEXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
10
.042
16"
29'-8"
26'-3"
29'-6"
26'-3"
29'-8"
2 -3-3"
28'-9"
26'-3"
29'-3"
26'-3"
26'-3"
25'-7"
C
�,
_ _
`10�
��
_
16"
16'-0"
14'-2"
15'-10"
14'-2"
16'-0"
14'-2"
15'-0" 15'-9"
14'-2" 14'-2"
13'-8"
13'-9"
_
10
024
16"
22'-6"
19'-10"
22'-4"
19'-10"10"
22'-6"
21'-1"
22'-2"
10"
19'-2"
19'-4"
24"
24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6"
21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0"
13'-1" 13'-0" 13'-1" 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"
15'-8"
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"
:.
16"
24
-�
20'-3" 20'-2" 20'-3" 191-8" 20'-1" 18'-2"
_18'-0" . 18'-0" 18'-0" 18'-0° 18'-0" 1T-7"
16'-7" 16'-6" 16'-7" 16 ;1-- 16'-4" 14'-10"
14'-8" 14'-8" 14'-8" 14' 8" 14'-8" 14'-4"
: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"
1 T-10" 1 T-10" 17'-1 0" 1 T-10" IT -1 0" 1 T-10"
24
234" 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'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8"
21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8"
042
16"
24'-6" 24'-4" 24'-6" 23'-9" r2l'-3" 23'-2"
21'-9" 21'-9" 21'-9" 21'-9"'-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" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
17'-7" 17'-7" 17'-7" 17'-4" 17'-6" 16'-10"
24"
20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0"
17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3"
24"
28'-2" 28'-1" 28'-2" 27'-4" 27'-10"
25'-1" 25'-1" 25'-1" 25'-1" 25'-1"
26'-8"
24'x"
30
.042
16"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
20
024
16„
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
12'-4"
11'-9"
20
024
16"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-3"
16'-7"
24"
13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9"
15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1"
9'-8" 9'-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" 1.6'-8" 16'-8" 16'-8" 16'-8" 16'-8"
.032
16"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'x"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
.032
16"
22'-1" 22'-1" 22'-1" 22'-1"
21'-1" 21'-1" 21'-1" 21'-1"
22'-0"
21'-1"
24"
-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"
24"
18'-1" 18'-1" 18'-1" 18'-1"
17'-3" 17'-3" 17'-3" 17'-3"
r26--8"
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"
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—:i0--1
21'-9"
0-
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. 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'x" 13'-4" 13'-4" 13'-2" 13'-3"
9'-3" 9'-3"9'-3" 9-3" 9'-3"
12'-9"
9'-3"
25
.032
16"
14'-4"
14'-9"
14'-4"
14'-9"
14'-4"
14'-9"
14'-4"
14'-6"
14'-4"
14'-7"
14'-4"
14'-2"
25
.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
24"
1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1"
24"
16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
16'-7"
12'-1"
12'-1"
12'-1"
1.1'-10"
12'-0"
11'-7"
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
16'-3"
.042
16"
17'-4"
17'-9"
17'-4"
17'-9"
17'-4"
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"
25'-1"
24'-0"
24'-6"
24'-6"
24"13'-3"
13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
14'-7" 14'-7" 14'x" 14'-6" 14'-0"
24"
20'-0" 20'-0" 20'-0" 20'-0" 20'0"
20'-6" 20'-6" 20'-6" 20'-6" 20'6"
20'-0"
20'-6"
0.042'
TYP.
B 31
024' 6.
.024' 6, ,
.032'
,032
,042'
.042'
3.0 A' --I
MAX.
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 3004-H36
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-H36 OR
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
7• I
Lq
2 �
W �
N 06
M
z0 U
w WLL
wW ch
M
O Z co
00
- a M
rn
Q�FESS Il
. S 5885
OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
VARK DATE Descnwn0"
4 STEL JOB # 15.1071-1
DATE YN2015
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
SH -5
5 OF 5D SHEETS
Ir
-4
u t o r o G o H o I o J
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
FOOTNOTE: "SAMPLE"
FIGUREINDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll cr)
ti
WCN
W U)NQo
M
U
Lu
uU)w�
LU Lu W M
M
o U rn
00
Q M
U)ai
rn
FESS ICO
q�
o S5885
OF CAl
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESMON
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
Z W
av
(no
2"
X 6 1/2" RAFTER
z W
a0
�'o Z
DBL.
2" x 6 1/2" RAFTER
LUSL
"T"
(IN.)
110 MPH 120 MPH 130 MPH
LUSL
"�
(IN•)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.042'
024
16"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
024
16"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14'-6"
14'-8"
14' 6"
14'-8"
14.6"
14'-8"
14' 6"
24"
T-6' T-6" T-6" 7'-6" 7'-6" T-6"
8'-6" 8'-6" 8'-6"
r24-
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"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
13'-1"
12'-6"
12'-6"
13'-1"
30
.032
16"
18'-7"
18'x"
18'-7"
18'-4"
16'-7"
18'-4"
18'-7"
18'-4"
18'-7"
18'-4"
18'-7"
18'-4"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24"
15'-3" 15'-3" 15'-3" 15'-3" 15'-3"
15'-3"
10'-8"
10'-8"
10'-8"
10'-8"
10'x"
10'-8"
15'-1"
15'-1"
15'-1"
15
15'-1"
15'-1"
.042
16"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16-0"
,042
16"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
22'-7"
22'-2"
24"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
12'-10 12'-10 12'-10' 12'-10' 12'-10 12'-10
24"
18'-6" 18'-6" 18'-6" 18'-6" 18'-6"
18'-2" 18'-2" 18'-2" 18'-2"18'-2"
18'-6"
18'-2"
024
16"
8'-0"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
8'-0"
9'-1"
024
16"
2'-10"
12'-8"
2'-10"
12' 8"
2'-10"
12' 8"
2'-10"
12' 8"
2'-10"
12' 8"
2'-10"
12' 8"
24"
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
T_Z T-2" T-2" T-2" T-2" T-2"
24„
9'-10" 9'-10" 9'-10" 9'-10"
10'4" 10'-4" 10'-4" 10'-4"
9'-10"
10'-4"
40
.032
16"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
11'-6"
10'-10"
11'-6"
40
.032
16"
V6'-4"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24"
12'-6" 12'-6" 12'-6" 12'-6"
12'-6"
9'-4"
9'-4"
9'4"
9'-4"
9'4"
9'-4"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
042
16"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
13'-2"
042
16"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19' 4"
19'-9"
19'x"
19'-9"
19'x"
19'-9"
24"
10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9"
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"
.024
16"
T-3'
8-2"
T-3"
8'-2"
T-3"
8'-2"
7'-3"
8'-2"
T-3"
8'-2"
T-3"
8'-2"
,024
16"
10'-10"
10'-10"
11 `-4"
101-10"101-101,
11'-4"
11'-4"
10'-10"
'x
11"
10'-10"
11'-4"
24"
5'-2" T-2" 5'-2" 5'-2" 5'-2" 5'-2"
5'-9" 5'-9" 5'-9" 5�_9"
24„
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9,-4" 9'-4" 9'-4" 9'-4" 9'-4"
8'-3"
9':"
50
.032
16"
9'-9"
10'-3"
T-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
9'-9"
10'-3"
50
.032
16"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
24"
T-0" T-0" T-0" T-0" T-0" T-0"
8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
24"
11'-3" 11'-3" 11'-3" 11'-3" 11'-3"
11'-10" 11'-10" 11'-10" 11'-10" 11'-10"
11'-3"
11'-10"
.042
16"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
042
16"
17'-9"
17'-6"
17'-9"
17'-6"
'IT -9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-0"
24"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
r10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
13'-7" 13'-7" 13'-7" 13'-7"
14'-3" 14'-3" 14'-3"-::-14'-3" 14'-3"
13'-7"
FOOTNOTE: "SAMPLE"
FIGUREINDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll cr)
ti
WCN
W U)NQo
M
U
Lu
uU)w�
LU Lu W M
M
o U rn
00
Q M
U)ai
rn
FESS ICO
q�
o S5885
OF CAl
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESMON
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
024'
6,
.024'
6.
,
.032
.032'
.042'
.042'
MAX.
* 2"x6.5" RAFTER
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 OR
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGUREINDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll cr)
ti
WCN
W U)NQo
M
U
Lu
uU)w�
LU Lu W M
M
o U rn
00
Q M
U)ai
rn
FESS ICO
q�
o S5885
OF CAl
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESMON
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
1
°
2
°
3
°
4
5
°
6
°
7
W.,
6.5" ROLLFORM
A GUTTER FASCIA
ALUM. ALLOY
3004-H36
1-,2.0'- F-3.0'
MAX.
�1 D B L. 2"x6.5"0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
J DBL. 2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
° C ° D
SPLICE
WHERE
)CCURS-
0.075'
TYP.
B MAG BEAM
ALUM. ALLOY
6063-T6
T=12 OR
14 GA
ASTM
A653 SS
GRADE 50
G60
.042'
TYP.r
DBL. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. IN
v ALUM. ALLOY 3004-1136
OR EQUAL
DBL. 3"x8"x0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT,
ALUM. ALLOY 3004-1136
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"xB" BEAM.
SPLJC
WHER
OCCUF
0.0
Tl
HEADER BEAM TYPES
GUTTER
EXT. CLIP
C 4" I -BEAM
ALUM.ALLOY
6063-T6 .
SPLICE
WHERE
TYP.
4.5" MAG GUTTER
LJ ALUM. ALLOY
6063-T6
ell
0.042'
TYP.
I-�3.0'�I-•-MAX �3.0'--I
u
0.375'
T=12 GA. INSERTT=0.125'
ASTM A653 SS WHERE ALUM.
GRADE 50 G60-\3, ' OCCURS ALLOY
6063-T6
.032'
4LUM. 6.6 6' 7. '
0.110'
I I TYP.
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E TM A65
AS3 SS GRADE 50 G60
7
7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7" I -BEAM.
3. '
.032'
ALUM
I•�3.0'�-1
�,1T' SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
3" SQ. ALUM. PO
ALUM. ALLOY 3004-H
F 3" S . TEEL PO
STM 653 FADE 50
3" SQ. ALUM. POST
WITH SIDEPLATES
ALUM. ALLOY 3004 1136
OR EQUAL
0.075' 3,
TYP.
E MAG POST
ALUM.ALLOY
6063-T6
=3"SQ.xt=0.188"
T
NOTE:
IH
=3"SQ.xt=0.313"
875'
EACH HEADER BEAM TOP AND
=4"SQ.xt=0.250"
3"x8"0.042" BEAM
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
W/ 14 GA. STL. INSERT
M ASTM A653 GRADE 50 G60
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
3"x8"x0.042" BEAM
DBL.3.' x8"x0.042" BEAM
3"x8"x0.042" BEAM
K ALUM. ALLOY 3004-H36
L ALUMALLOY 3004-H36
W/ 12 A. STL. INSERT
OR EQUAL
OR EQUAL
N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3'x8" BEAM.
COLUMN / POST TYPES
3. '
.032'
ALUM
I•�3.0'�-1
�,1T' SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
3" SQ. ALUM. PO
ALUM. ALLOY 3004-H
F 3" S . TEEL PO
STM 653 FADE 50
3" SQ. ALUM. POST
WITH SIDEPLATES
ALUM. ALLOY 3004 1136
OR EQUAL
0.075' 3,
TYP.
E MAG POST
ALUM.ALLOY
6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
2 ti
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MAPo( DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE - 3/32015
DRAWN BY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
G
=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
2 ti
W
W N oo
2 0 C)
W Q LLI
0 Lu LL
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MAPo( DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE - 3/32015
DRAWN BY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
G
0
2
o
3
0
4
0
s
0
6
0
7
0
8
u o E o F o G e H o I o
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
TABLE 1 TABLE 2
ATTACHED ONLY ATTACHED AND
-r BRACKET@ 3 -SQ. POST ' FOOTING & ANCHOR BOLTS FREESTANDING USE POSITPOST ONLY:
W/ (4}#14 SMS EA. SIDE OF POST In USE P , 1. J O K
OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH ALTERNATE FTG. _; I I F, G, H, I, J OR
POST POST TYPE B,C,D, OR E. I i
POST FOOTING SIZE SINGLE POSTS BOLTS EMBED. CUBESIZE SQ. 18' DEEP 'CUBE FTG.
STEEL ."T" BRACKET OR 9" SQ. 18• 18" SQ. 12' 1/2 DEPTH OF I I
BASE PLATE USE WITHI I
,7'-zz• CUBED (1) (2}316^0 17/8, 20" 21' SQ. 12" FOOTING OR
POST TYPE B,C,D,E,F,G,H,J OR K. � I I
'12" MIN EMBD I
O
(2)-3/8"0 STRONG -BOLT 2 SS
EA. BRACKET TO SLAB.
9 1/2' MINIMUM DISTANCE TO
EDGE OF SLAB.
33" MINIMUM DISTANCE FROM
SLAB CRACK TO COLUMN.
(1%" MIN. EMBEDMENT)
SLAB SHALL BE IN
• GOOD CONDITION
FOR SIZE
3 1/2" MIN. SEE FOOTING
IN BEAM SPAN TABLE
EXISTING SLAB
ATTACHED COVERS ONLY O
SEE TABLE 1
G
•a
DE a
v POURED CONCRETE
FOOTING SEE TABLES
QUARE ---11)
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
23.8 24' CUBED (1)
(2}1rrO
3114'
22" 25' SQ.
16'
Y ✓
`
7
``(1}1!2'OM.B.
`` x9" LONG, 1'
h FROM END
M-= OF POST
- - POURED—/,r
CONCRETE
FOOTING
yQ_
_I 'y'' i i j :` J
• + I
W Z
;• tq d
, �'�" = N C
'. :,•
Nb°; w
:••' �� a
m
:1...�
Z
SCHEDULE IN'BEAM
SPAN TABLES
SQUAOST EMBED.
7 -INTO
TO fOOTING
24' 28' SQ. 20'
zs' - 3o CUBED (z)
(a}11r0
3,1a
26". 32" SQ. 23'
3r - 34• CUBED (2)
(4}516.0
4•
28' 35• SQ. 25"
30" 39' SQ. 28'
--39 35'-39 CUBED (z)
(4)-3140
4314
32" 30" 43' SO.
34 4T SQ. 32'
40^-42-CUBED(2)
(4}314.0
4314•
36" 51' SQ. M.
NOTE: BOLTS SHALL BE SIMPSON STRONG•BOLT 2 SS
( ICC -ES ESR-3037);SQUARE.,SEEFTG.
MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASEPLATE.
38" 55" SQ. 37"
40' 39"
60" SQ.
42" 64' SQ. 41"
44" 69" SQ. 43'
CUBE FOOTINGWl312 SU1B
ALUM. ALLOY 3.00" OR
6063-T6 �" 2.40"-
00- 1.375"
-oel
0 75"
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
(ICC -ES ESR -3037)
ALUM "T" BRACKET
q 7/16"0 HOI
FOR 3/8" N
ASTM A500 GRADE B
INSTALL 1Y2" x 1y" x Y6" HDG
WASHER PLATE AT ANCHORS
.157=
TYP__
USE FOR 3" OR 4"
STEEL POSTS
0 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 W POST,
4" WIDE FOR 4" POST
(i1-7/16"8 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3}3/4"0 B
FOR POST TYPE F, G, H, I,
(4)- SS316 3/4.0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
lib.1c
m&i:ft4d
9" SQ. X 5/8"THK.
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
I
3" OR 4" SQ.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
Of
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OF CAI -\F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
mim BATE DESCRPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
COLUMN I POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
r+ n o C o D o t F o o H o I o
LATERAL FORCE RESISTING SYSTEM)FOR
LFRS ATTACHED COVERS
(
� JBEAM SPLICE TO
+� OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
m' -
cc
2"X6.5"X0.032" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. B
EXP. C EXP. B
EXP. C EXP. B
EXP. C
5'
2
2 2
3 3
3
6'
2
3 3
3 3
4
7'
2
3 3
1 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
1 5 5
6
12'
4
5 5
6 5
7
13'
4
5 5
6 6
7
a=
m 3
It
2"X6.5"X0.042" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. III
EXP. C EXP, B
EXP. C EXP. B
EXP. C
5'
2
2 2
2 2
3
6'
2
2 2
3 3
3
7'
2
3 3
3 3
4
8'
2
3 3
4 3
4
9'
3
3 3
4 4
5
10'
3
4 4
4 4
5
11'
3
4 4
5 5
6
12'
3
4 4
5 5
5
13'
4
1 5 1 4
1 6 1 5
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
7■
R❑L
INSULATED
HP
04
PER SIDE
I
5"1
I
,5" #14 SMS MAY
BE USE AS
3.5"
3.5" ALTERNATE TO
1/4"0 BOLTS
3.5"
3.5"
AM
8" BEM
E1 OR ❑2
SEE NOTES
BELOW
I
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
3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042"
1❑
W/ (6)-#14 S.M.S.
EACH SIDE.
❑2
W/ (8}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROOF PLAN
FASENE
TRS,
'« SET 4
ROLL—FORMED #14 SMS 2 32' O.C. MAX.
OR IRP (4 MIN. PER PANEL INTERLOCK)
OLL—FORMED
PANEL
SEE SHEET 4
OROOF HANGER
#14 SMS 8 32' D.C.
4 MIN. PER E
ALUMINUM
TOP & BOTT. 0.024'
P
ROLL -FORMED PANEL INSULATED ROOF PANEL
2 INTERLOCKING SEAM INTERLOCKING JOINT
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK WE DESCPMON
4 STEL JOB # 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH - 11
11 OF 50 SHEETS
Ra
1
0
2
e
3
0
4
e
5
0
6
0
7
0
8
o e o C o
BEAM TO I
SPLICE DETAILS 1'
SIMPLE SPLICE
0
e G
T & LATTICE TUBE TO RAFTER CONNECT
BEAM TO POST DETAILS
FULL MOMENT
24"
B" 1'1
912 S.M.S. II
(24 TOT TMP THICKNq.SS =.035-
I
.035-
++ ++ !I++ ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPUCE (ONE SIDE OF WEB) MAY BE USED.
3" TOTAL= (8}1/2'0 BOLTS
1.00'
O + O O
SPLICE WHERE4" 2. 0'
OCCURS 070"
TYP. 0 O
ALUM. ALLOY
606346
4" I -BEAM
MOMENT CSPUCE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCU
I -BEAM ALUM ALLOY
(6061-T6) ALTERNATE
STL C -BEAM
SO. POST
(2)#lD S.M.S.@ EA
VALLEY, TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W! (2) - 518' 0
THRU-BOLTS @ 4 -REAM,
AND (3) - 518.0 THRU BOLTS
@ T I -BEAMS
H - BRACKET TO POST
" x 8" x .042" BEAM,
" SQ. STEEL OR
IAG BEAM.
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
0 H o
BEAM TO POST DETAILS
OPTIONAL OECORATNE FASCIA
( WOOD, ALUM, OR HARDBORD )
( OF
ALTERNATE: "'o TOTALBOLT W/{WIASHER "
EA SIDE OF 3' SO. POST
.7 I O
W SO. POST
4414 x 12' S.M.S. EACH SIDE OF 3'
SO. POST (&TOTAL)
ALTERNATE 1/4'0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
[Lin
GUTTER FASCIA
�2I'--S11-
3' SQ POST MAG BEAM
OR
3'SO. S11 -BEAM
L
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING = 3/4'
#14 x 112' S.M.S. TOP
& BOTT. (2) -TOT.
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
Acr— OPTIONAL LATTICE TUBES
TYR ROOF PANEL (j FASTENER 6 i/2'
0o GROUP
O O ROLLFORMED OR O O
EXTRUDED GUTTER
3" X 3" ALUM. OR #14 S.M.S. @12-O.C. ALUM. BRACKET X
ALUM. ALLOY 16' 1' STEEL POST FASCIA
6D63 -T6 — 7" 1- EAM 3'-0' 6 1/2'x2�x0E2R4 2' 1" 'L' SEE TABLE
MOMENTC-
SPLICE CPUCE "U" BRACKET - RAFTER TO BEAM
1 Y2" SQ. OR 2" LATTICE TUBE 1 2"x3" LATTICE TUBE LATTICE TUBE 1 O RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17
s
3 .y =".3.125"'FOR 3x RAFTER
2.125" FOR 2,z RAFTER
Jam% 1 1/2" SO., 2SO., ` s
ALUM. ALLOY 3105-H25
ALUM. ALLOY 3105-H25 y> OR 2"x3" LATTICE 0" 6063-T6'"
48 x 2'"SMS, 2 1/2" U 3' O.C. MIN. @
1.50" 1.50" x .YOR 3 1!2°, TYP. UP TO 6"O.C. MAX r F X 1:172" �t
r y
28" 2" 2" F 3; .28" 2" "� A
a y (6) ! #14x Y4" TEK SCREWSQj/
I('
018" ( BRACKET TO RAFTERRAFTER Y (6) - #14x �' TEK SCR50BRACKET TO B
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03-03-15
DURALUM
IAPMO.0195
ASSUMPTION
AHI APPROVAL
REVISIONS
MAM DATE DESCRKION
4 STEL JOB 8 15-1071-1
DATE 3x"15
DRAWN BY MAP
CHECKED DKR
BEAM TO POST 8L
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
12 OF 50 SHEETS
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