BPAT2016-0044VOICE (760) 777-7125
78-495 CALLE TAMPICO Q�i � D
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
617L2016
Application Number:
BPAT2016-0044k
k
Property Address:
47845 DANCING BUTTERFLY
LAURIE CHANDLER.
2
APN:
600410034
47845 DANCING BUTTERF
C
Application Description:
CHANDLER / PATIO COVER
LA QUINTA, CA 92253
Z
Property Zoning:
6
O
Application Valuation:
$1,410.00
—4 Z
N
Applicant:
Contractor:
y
rn
LIFETIME PATIOS
LIFETIME PATIOS
P O BOX 5806
P O BOX 5806
—'
C
LA QUINTA, CA 92248
LA QUINTA, CA 92248
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 770843
— t, . Q, & Contractor:
OWNER -BUILDER DECLARATION
Date:
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 myemployees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: f
Lender's Address:
(760)772-0013
Llc. No.: 770843
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 maintaiA workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number: _
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with thos provisions.
Date: A. 7,441 Co 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��� Signature (Applicant or Agent) -
FINANCIAL •• •
DESCRIPTION ACCOUNT CITY 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 $0.00
DESCRIPTION
ACCOUNT
CITY
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
CITY
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
CITY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$0.50
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00
TOTALS:i0
Permit Details PERMIT NUMBER
City of La Quinta BPATP201164004
Description: CHANDLER / PATIO COVER
Type: PATIO COVER Subtype: CITY STANDARD/PRE- Status: APPROVED
Applied: 6/2/2016 SKH
ENGINEERED - OPEN
Approved: 6/2/2016 SKH
Parcel No: 600410034 Site Address: 47845 DANCING BUTTERFLY LA QUINTA,CA 92253
Subdivision: TR 31311 Block: Lot: 104
Issued:
Lot Sq Ft-. 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $1,410.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 157SF OPEN LATTICE PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2013
CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
LIFETIME PATIOS
P O BOX 5806
LA QUINTA
CA
92248
LIFETIMEPATIOS@AOL.
COM
CONTRACTOR
LIFETIME PATIOS
P O BOX 5806
LA QUINTA
CA
92248
LIFETIMEPATIOS@AOL.
COM
OWNER
LAURIE CHANDLER
47845 DANCING
BUTTERFULY
LA QUINTA
CA
92253
Printed: Thursday, June 02, 2016 3:50:55 PM 1 of 2
Cg? -W- SYSTEMS
Permit Details PERMIT NUMBER
�= City of La Quinta BPAT2,016`'0044
r
V
~
.
_
yT T
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 - RESIDENTIAL
101-0000-20308
0
$0.50
$0.00
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.00
TOTALS:00
Printed: Thursday, June 02, 2016 3:50:55 PM 2 of 2 CL?
SYS 7EM5
Bin #
*
City of 'La Quinta `
Building 8T 'Safety Division
P.O. Box•1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (•760) 777-7012
' Building Permit Application and Tracking Sheet
Permit #
Project Address:.
_
Owner's Name••
A: P. Number:
Address:
Legal Description:
Contractor. X //C 7' /-,VC7 /�% % /B.�
City, ST, Zip: l()tq C 9aa 53
Telephone: - _ '
Address: p9 AV �5W6
Project Description: Y e T Y )DUB
City, ST, Zip: 1A Qr WT 64 ��ol T
e d Ill
Telb hone
%i:
Q / �� , !�
' . OCo
//
State Lic. # : -77D9 -7 5 City Lic. #: 3 58
Arch., Engr., Designer.
*
Address:
City, ST, Zip: - '
Telephone:
S
` -
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'n .Alter Repair Demo
Name of Contact Person: t� ar/es ') f -&
Sq. Ft: �,
—T-7
# Stories:
#Units:
Telephone # of Contact Person: %SOD b6$ -/ 701)
Estimated Value of Project: lip, 00
-APPLICANT: DO NOT WRITE BELOW THIS UNE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Cheek Deposit
Truss Calcs.
Called Contact Person
1
Plan Check Balance
i'
Energy Coles.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for correctionsrssue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
'r' 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
In
f a a
Watercolors at La Quinta Homeowner Association
Architectural improvement APPLICATION AND REVIEW FORM
Lot Number- Owner Na
Property Address-�P61 y S'4. 16r � number- 21 �6;9�&
Email address (if you have one) ---- —____________________—_____________�_____
Nature of Improvement---- sem. ------ ----------
mate Start
Dimensions, if applicable --- ------------------------
=----- ---------_--------------
�---- - --' - ----
Construction. materials, if applivable
Supplier/Vendor- AD's ----Approx. Cos�_x7_o----
Attach an additional' page for description, if necessary. One set of plans are
required, if requested improvement requires a building permit or a picture of the
improvement, if more appropriate. If construction is involved, the owner is
responsible for obtaining City of La Quinta permit to do the work. There will be a
. $25 transaction fee payable to DRM, Only if a City of La Quinta permit is
reguired. Examples of no fee reouests are but not limited to the following: painting of garage
Requested Application shall be deposited in the locked Black Box in the Clubhouse office
Blank Application forms may also be obtained in the Clubhouse office.
����r��������s��e���� a �����������r����������������������r��������r�������r���•
For internal use only. Date Received: --1> //6 Inspection date-=�-- —
Approval_ -)L_ Disapproval ----
Committee Signatures(requires 2. or
-Conditions, If
-Rev(8-15)
DA.NG I NCS BUTTERFLY
51 I C T'L f,4
SCALE. xTS
° h °
1. PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE:.
GOVERNING CODES:
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE'
2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND
RESIDENTIAL CODES, ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
° AND THE 2015 ALUMINUM DESIGN MANUAL -ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN
ACCORDANCE WITH 201212015 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION
AND ACI 318-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
- - -- --AND DIRECT -THE WORK AND-SHAL-L-BE-SOL-EL-Y-RESPONSIBLE-FOR-AL-L-CONSTRUCTION-MEANS,-METHODS-
o TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.,
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
3 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM; NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
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'.
4 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS' AS DEFINED IN ASCE/SE17.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES; IN
ACCORDANCE WITH ASCEISEI 7.
° 17. THE RATIO (WP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
5 19. BEAMS SHALL BE SPUCED 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.
6 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.
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
7 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
8 SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
RESIDENTIAL APPUCATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC &
IBC APPENDIX CHAPTER 1.
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 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:
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss= 1.50, S, = 0.6, Sm = 1.0, Sa= 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 ,1URISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEETINDEX:
SHEET # SHEET TITLE/ DESCRIPTION
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
TC�ENG/NEER/NG
STRUCTURAL ENGINEERING
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF LL, 110-130 MPH
V
26030 ACERO SUITE 200 PHONE: (949)30S.1150
T-0..................TITLE
SHEET, DESIGN LOADS, GENERAL NOTES MISSION VIEJO,
CA 92691 FAX: (949) 305.1420
SH -1 .............SOLID
PANEL STRUCTURES STRUCTURAL ENGINEER
SH -2 ............OPEN
LATTICE STRUCTURES OF RECORD:
DUSTIN K. ROSEPINK SE 5885
SH -3 .............PANEL
SPANS TRI -V, W -PANEL & FLAT PAN POINTOFC
1UINTA
NTUN
............MINIMUM
FASTENERS
OFNIT�SH-4
SH - 5-6 .........RAFTER
SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
BUILDING & SAFETY DEPT.
SH -7 ............HEADER
BEAM TYPES, COLUMN / POST TYPES
APPROVED
SH -8 ............EXISTING
EAVE CONNECTION DETAILS
SH -9 ............HANGER
CHANNELS AND MOUNTING BRACKETS
FOR CONSTRUCTION
SH - 10 ..........COLUMN
SH -11 ..........LATERAL
/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMN
SH - 12 ..........BEAM
TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
pA
I BY
SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF LL, 110-130 MPH
V
.....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
.....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
2
N
r �
O `17N
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
Ocm
cD Ln
Z
Lu rn c
CHECKED - GM
rn
SH - 41-42
�
W
� p
.....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
.....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
ROOF PANEL ATTACHMENT DETAILS
TITLE SHEET,
DESIGN LOADS,
u>
DRIFT DESIGN
GENERAL NOTES
QZL
REDUCTION FACTOR TABLES
N
cl
CT)
QRpfESS ICy�y(
0) o S 5885
OF CAL
03-09-16
DURALUM
IAPMO 0195
' REVISIONS '
DATE DESCRFTX)N
SH - 24-27
SH - 28-30
.....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
.....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
4STEL JOB # 16.1071
DATE 030}16
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36
SH - 37-38
.....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH
.....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
DRAWN BY AT
CHECKED - GM
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
SH - 45-46
SH - 47 ..........INSULATED
.....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
.....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
ROOF PANEL ATTACHMENT DETAILS
TITLE SHEET,
DESIGN LOADS,
SH -48 ..........SNOW
DRIFT DESIGN
GENERAL NOTES
SH -49 ..........SPAN
REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS T-0
0 OF 50 SHEETS
H
2
0
5
'y OF ST
��pJvOr
R0 CTLE S 7
N
SOLID PANEL STRUCTURES - - - - -
ROOF
OVERHANG, ATTACHMENT
OR WOOD, OR SEE DETAIL A, B & C.
ROOF PANEL SEE TABLES SHEET 8 SNGT
WALL SEECONCRETS SHEET 4 FOR ROOF ANO SH � /V STRVCt
SHEET 8 PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT. THE pROT BS LES E VAR/SS
SPAN
3 1/2" SLAB ATTACHMENT W
MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHM ENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
6 SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.T
NO BEAM SPLICE AT
EXTERIOR POSTS. SSE
POSTS, SIZE VARIES
0
MAY BE USED
TO CONSTRAIN
7 FOOTING, SEE
TABLES
FOOTINGS
8
ATTACHMENT
ROOF PANEL SEE TABLES
SEE DETAIL A, B & C,
SHEET 4 FOR ROOF
SHEET 8 —
PANEL ATTACHMENT TO
2 Nt
r'
SUPPORTING WALL
O. .
HANGER &. BEAM.
ROOF
"O.H." NOT TO EXCEED 25%
OVERHANG,—
OR WOOD, OR
"O.H." NOT TO EXCEED 25%
Z U
*8'e'A
OF ROOF PANEL
W
O
ALLOWABLE SPAN
ALLOWABLE SPAN
O
Cr, LU V-
SEE DETAIL 11, SHEET 12FOR
MANDATORY 8 LIG".
NO BEAM SPLICE AT
OST SPAC
SFE
EXTERIOR POSTS.
E SET SPgC/N G
tggLSS
POSTS, SIZE VARIES
EXTERIOR POSTS.TASLSS
. C) cf) O
cV cl
SEE SHT. 11 FOR MINIMUM
POSTS, SIZE VARIES
NUMBER OF REQUIRED COLUMNS
o.
SXC SOTTO
iv
'y OF ST
��pJvOr
R0 CTLE S 7
N
SOLID PANEL STRUCTURES - - - - -
ROOF
OVERHANG, ATTACHMENT
OR WOOD, OR SEE DETAIL A, B & C.
ROOF PANEL SEE TABLES SHEET 8 SNGT
WALL SEECONCRETS SHEET 4 FOR ROOF ANO SH � /V STRVCt
SHEET 8 PANEL ATTACHMENT TO MIN. 0.25" SLOPE PER FT. THE pROT BS LES E VAR/SS
SPAN
3 1/2" SLAB ATTACHMENT W
MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHM ENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
6 SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE.T
NO BEAM SPLICE AT
EXTERIOR POSTS. SSE
POSTS, SIZE VARIES
0
MAY BE USED
TO CONSTRAIN
7 FOOTING, SEE
TABLES
FOOTINGS
8
ST ROOF PANEL SEE TABLES MIN. 0.25" SLOPE
O.H RUCTURE V SHEET 4 FOR ROOF PANEL PER FT
/ES ATTACHMENT TO
SUPPORTING BEAM.
O.H
SPPN
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12✓
BEAM - SEE TABLES FOR MANDATORY SPLICE. p� rSrS SPAN/
NG FOR POST SPACING = NO BEAM SPLICE AT SSE qT s S
S
EXTERIOR POSTS. @S
x POSTS, SIZE VARIES
Nor TO g
OFSF'' o
LOyyABLESpgN MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES f
FOOTINGS I
-- -- - SEE TABLES -
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
�C BEAM - SEE TABLES
FOR POST SPACING
O -H- NOT t�II
OFRc. -
S'IIpgN
W
J
SUPPORTING
4 STEL JOB # 16.1071
O�ECT/ONS ty,�
DRAWN BY AT
HANGER & BEAM.
SOLID PANEL
STRUCTURES
2 Nt
r'
O. .
CD
CV O
ROOF
"O.H." NOT TO EXCEED 25%
OVERHANG,—
OR WOOD, OR
Z U
OF ROOF PANEL
W
O
WALL SEE
SHEET 8
ALLOWABLE SPAN
O
Cr, LU V-
SEE DETAIL 11, SHEET 12
B
Q
NO BEAM SPLICE AT
E SET SPgC/N G
FOR POST SPACING
=
EXTERIOR POSTS.TASLSS
. C) cf) O
cV cl
POSTS, SIZE VARIES
- F
o.
SXC SOTTO
iv
SEE SHT. 11 FOR MINIMUM
OFO25%
- fVco
NUMBER OF REQUIRED COLUMNS
o
ALIm
O VVAeIESp
3 1/2" SLAB ATTACHMENT
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
SEE TABLES
TYPE "B" ATTACHED MULTISPAN
W/ CANTILEVER OPTION
ST ROOF PANEL SEE TABLES MIN. 0.25" SLOPE
O.H RUCTURE V SHEET 4 FOR ROOF PANEL PER FT
/ES ATTACHMENT TO
SUPPORTING BEAM.
O.H
SPPN
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12✓
BEAM - SEE TABLES FOR MANDATORY SPLICE. p� rSrS SPAN/
NG FOR POST SPACING = NO BEAM SPLICE AT SSE qT s S
S
EXTERIOR POSTS. @S
x POSTS, SIZE VARIES
Nor TO g
OFSF'' o
LOyyABLESpgN MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES f
FOOTINGS I
-- -- - SEE TABLES -
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
�C BEAM - SEE TABLES
FOR POST SPACING
O -H- NOT t�II
OFRc. -
S'IIpgN
W
J
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
-CHECKED - GM
SOLID PANEL
STRUCTURES
2 Nt
r'
CD
CV O
ROOF
S
'
` LLI m
Q O
OVERHANG,—
OR WOOD, OR
Z U
CONCRETE
W
O
WALL SEE
SHEET 8
O
Cr, LU V-
W i O
ZOLo
\
Q
M Cn L6
. C) cf) O
cV cl
- F
-if Ess I�
- fVco
o
S5 85
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
CA��Fv-
03-11-16
DURALUM
IAPMO 0195
APPROVAL
' REVISIONS '
r�tinwc an¢ oESCRwnON
-
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
-CHECKED - GM
SOLID PANEL
STRUCTURES
SH- 1
1 OF 50 SHEETS
A
2
/
RAFTER, SEE TABLES
MAX. O.H.
,y 25% OF RAFTER
2'�; O ALLOWABLE
444 �yq SPAN
N
o v u t o r n
OPEN LATTICE STRUCTURES
�s
WALL LEDGER OR
ROOF OVERHANG,
\ / SEE DETAIL A,B 8 C,
SHEET 8.
o DETAIL 11, SHEET 12
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
WGA G• `
C>
Z
MANDATORY BEAM SPICE - SEE
NO BEAM SPLICE AT
NO BEAM SPLICE AT
WC:,
DETAIL 11, SHEET 12 a
EXTERIOR POSTS
SFR
4
O
NOEXTEERIOR SBFT
Z
EXTERIOR POSTS
f
,4 ���p
.26- ALLOWABLE
Ad.
O
FOOTING, SEE
'.0SPAN
NOTE: EACH COMPONENT IS INTER-
3 1/2' SLAB
Ap
O
SA 't'G
q�'Nc
SFF7
LENGTH OF STRUCTURE VARIES
COMPONTENT. UNLESS OTHERWISE. SHOWN.-
- - TO CONSTRAIN
FOOTING, SEE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
i
LuPOST.
o
MAY NOT BE COVERED.
\
DETAIL 11, SHEET 12
WITH SIDE PLAT
S
NO BEAM SPLICE AT
EXTERIOR,POSTS
3eE
-
MAY NOT BE COVERED.
SEE. SHT. 11 FOR MINIM
M
I "„
'SMpgc
POST WITH SIDE L TP A ES
NUMBER F REOUI
SEE-SHT, 11 FOR MINIMUM
NUMBER F REQUIRED
RTq� FSG
FF Yi
COLUMNS
COLUMNS
NOTE: EACH COMPONENT IS INTER-
° STgMsa
31/2' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHERsFFTAgG/UVB
BTEUSED WHERE
MAYnTO
3 1/2' SLAB ATTACHMENT
9e�FSG
R
Ts�a/q O9N�
MAY BE USED WHERE
PERMITTED.
° NOTE: EACH COMPONENT IS INTER-
- MAY NOT BE COVERED.
sF
FTgeCFSG
I\ '• SEE TABLES
CHANGEABLE WITH•ANY OTHER
SEE TABLES
•
COMPONTENT UNLESS OTHERWISE SHOWN.
-FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE TABLES
MAY NOT BE COVERED.
4
5
0
6
TLYPE "E" -ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING -
MAX. O.H.
25% OF RAFTER 10
ALLOWABLE
o
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE
DATE 03.0316
C>
Z
MANDATORY BEAM SPICE - SEE
NO BEAM SPLICE AT
pOS
WC:,
DETAIL 11, SHEET 12 a
EXTERIOR POSTS
SFR
RAFTER, SEE TABLE
O
NOEXTEERIOR SBFT
Z
Tge�O/n'G
TO CONSTRAIN
7
.26- ALLOWABLE
S
FOOTING, SEE
'.0SPAN
NOTE: EACH COMPONENT IS INTER-
3 1/2' SLAB
Ap
CHANGEABLE WITH ANY OTHER,
SA 't'G
q�'Nc
SFF7
NOTE: EACH COMPONENT IS INTER- -
COMPONTENT. UNLESS OTHERWISE. SHOWN.-
- - TO CONSTRAIN
FOOTING, SEE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
--
TABLES
o
MAY NOT BE COVERED.
\
DETAIL 11, SHEET 12
x
W
X
RAF
r. ►>r F
MAX. O.H.
25% OF RAFTER
ALLOWABLE
\al _ SPAN
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,B 8 C
SHEET 8.
YUJ 1 I:KUJJ-Jtl: I I 1 -
SEE POST DETAI
LENGTH OF STRUCTURE VARIES
DATE 03.0316
C>
Z
MANDATORY BEAM SPICE - SEE
SH -2
2 OF 50 SHEETS
WC:,
DETAIL 11, SHEET 12 a
Z
POST CR SETAIL, ON,
SEE POST DETAIL,
RAFTER, SEE TABLE
O
NOEXTEERIOR SBFT
Z
MAX. O.H.
25% OF RAFTER O.H
TO CONSTRAIN
POSTS SpgCi
NG
.26- ALLOWABLE
FOOTING, SEE
'.0SPAN
' �
3 1/2' SLAB
OST
SA 't'G
q�'Nc
-
NOTE: EACH COMPONENT IS INTER- -
S
- - TO CONSTRAIN
FOOTING, SEE
1
1
--
TABLES
MANDATORY BEAM SPICE - SEE
COMPONTENT UNLESS OTHERWISE SHOWN.
\
DETAIL 11, SHEET 12
�4 '
NO BEAM SPLICE AT
EXTERIOR,POSTS
pR
Mor
MAY NOT BE COVERED.
HSG
LENGTH OF STRUCTURE VARIES
I "„
p 6
POST WITH SIDE L TP A ES
C` SF S SOgy�
SEE-SHT, 11 FOR MINIMUM
NUMBER F REQUIRED
RTq� FSG
COLUMNS
NOTE: EACH COMPONENT IS INTER-
° STgMsa
31/2' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHERsFFTAgG/UVB
BTEUSED WHERE
MAYnTO
COMPONTENT UNLESS OTHERWISE SHO WN.
9e�FSG
R
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE TABLES
- MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
RAF
r. ►>r F
MAX. O.H.
25% OF RAFTER
ALLOWABLE
\al _ SPAN
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,B 8 C
SHEET 8.
YUJ 1 I:KUJJ-Jtl: I I 1 -
SEE POST DETAI
LENGTH OF STRUCTURE VARIES
DATE 03.0316
C>
Z
MANDATORY BEAM SPICE - SEE
SH -2
2 OF 50 SHEETS
WC:,
DETAIL 11, SHEET 12 a
Z
POST CR SETAIL, ON,
SEE POST DETAIL,
3 Y SLAB
BE USED
O
NOEXTEERIOR SBFT
Z
U
TO CONSTRAIN
POSTS SpgCi
NG
uW>
FOOTING, SEE
FS
' �
3 1/2' SLAB
TABLES
MAY BE USED
NOTE: EACH COMPONENT IS INTER- -
p _ - ---
psT
- - TO CONSTRAIN
FOOTING, SEE
CHANGEABLE WITH ANY OTHER
F q
F Tgs��S�NG I`
TABLES
FOOTING SEE TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING SEE TABLES
MAY NOT BE COVERED.
8I TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
Q�FESS I �l
o S 5885°
03-11-16
DURALUM
IAPMO 0195
REVISIONS
W.RK DATE DEsuwnmi
-
4 STA JOB # 16.1071
DATE 03.0316
DRAWN BY AT
Z
N
SH -2
2 OF 50 SHEETS
WC:,
C,4 CV mLri
Z
Lu m M
_
Q
Z
U
W
co
0
uW>
' �
Q Z L(7
M L(j
O (/�O O
N
m
rn
Q�FESS I �l
o S 5885°
03-11-16
DURALUM
IAPMO 0195
REVISIONS
W.RK DATE DEsuwnmi
-
4 STA JOB # 16.1071
DATE 03.0316
DRAWN BY AT
CHECKED - ..--- - - - - - - .. __ GM
OPEN LATTICE
STRUCTURES
SH -2
2 OF 50 SHEETS
H
a
2
° a ° 1, ° U ° ' t '" b
SOLID PANELS SPANS FOR COMMERCIAL & -PATIOS 110/120/130 MPH EXP. 6 & C
24" TRI -"V" PAN �2, I 12"x 3 1/2"W PANEL 6'/ 8' x 2V FLAT PAN
25• .ao• .ao• R=,117' �-( 77• .09R C.S. .67'
.35' r .77' .1 5' 180' I_I
11 b7' 40'11 75' .43, .45'
T= (SEE TABLE CALL UNMARKED RADII .06R)
BELOW) 3, 0' b5, T= (SEE TABLE .70' .25'
z s• I I L D.
zs. 1.1 5' BELOW) 282• a • r'38' T= <SEE TABLE BELDW}N z. T
ALUM. ALLOY 3004-H36 OR EQUAL
6
7
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF UVE/SNOW LOAD, pst
20 25 30 40 50
24" TRI -'V- PAN
0.88 0.83 0.75 0.80
`r12'3"
0.80 0.65 0.65 -
24'x2Yz"x0.024" 0.90
o LUSL
PANEL'r
(IN.)
110 MPH SPAN
120 MPH SPAN
PH SPAN
EXP.0
EXP.B EXP.0 EXP.B EXP.0 EXP.0
EXP.0
10'-3"
10'-3°
10'-3'
10'-3'
13,_9"
10'-3°
13'_9"
13,_9" 13,_9"
13,_9•
.018
020(1)
LUSL
PANEV'r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
LUSL
PANEL -r
(IN.)
9'-0'
8'-6"
B' -T
8'-1'
10'-r
7'-5'
.020
12'-3"
12'-3"
12'-3'
12'3'
15'-3"
12'3"10
.024
14'T'
12-8
.0243
14'-7*
12'-0"
14'_7"
114°
14'_7"
11'-6"
14'_7"
10,-9"
024
13'-T
13'-7"
114
13'-r
11'$"
13'-7"
10'-9"
10'492'
13'_T`
10'-1'
024
10
5'-10"
13' 4"
1T-7"
1T-7"
17'-r
14'-3"
14'-3"
14'-3'
14'-3"
14'-3°
14'-3"
18'-0"
16'-2°
18'-0"
15'$°
18'-0•
15'-9"
032
18'-0'
15'-1"
18'-0"
14'-3"
.040
15' 6°
14'-9°
•
14'-0'
14'-1"
ITT'
13'4'
,2'$°
12'-1'
12'-1"
11'-2"
11'-3"
.101$1
19'-r
19'-r
8'4"
8'4'
8'4"
8'4"
8'4"
8'4'
10'-2"
8-6'
10'-2°
T-1,•
o1a
17'-T
12-1"
10'-10•
, 6'-9•
, 5'-9"
16'-0'
15'-W
194-
9'-5"
0
11,_3"
7'-9-
7'-5"
7'-5'
. T-2'
7'-2'
6-10'
.020(l)
13'-3"
11'$"
10'-1"
10'-1-
10'-1'
10'-1°
10,_1°
1.0'_1°
101.
20
.024
-O"
13'-0'
13'-0"
_
12'$•
12'-6'
12'$"
12'$°
12'$"
8'4'
8.5•
8.1•
8'-1'
T-9'
. 11'-4"
11' 6"
12'-1"
12'-1"
12'-1'
12'-1'
12,_1•
12,_1"
10'-9'
10'-3"
10'4"
.032
20
040
14'$"
14'$"
14'$'
14'$°
14'$"
14'-8"
040
10.9•
10 _3•
10 -4•
9.8•
9'-9'
9'-9"
4
13'-3'
7,_3" T-3" T-3"" 7,-3" T•3"
T-3'
12' 4"
.018
11'-7"
9'-9"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
.040
020
8'-11°
8'$'
8$•
6'-3"
8'-3"
8'-9"
8'-9"
8'-9' '.
81_g•
81_9"
81_g^
14'-1'
13'-2"
25
.024
11,_1"
10'4•
11,_1
11,_1•
11,_1•
11,_1•
.020(l)
11'-1"
8 8"
8'4"
8'-5'
8'-1 -
8_1"
7'-9"
25
°
9'-11'
9,-8•
9,$.
9,$.
9,$.
9,$.
g,$.
12'-0"
12'-0"
.032
12'-0"
12'-0" -
1 T-0"
10'$"
.024
11'4"
11'4•
11'4'
11'4"
.10'$"
10 _2•
10,_2"
9'-T
9'$"
9'-2'
10'$'
10 _2•
10 _3•
6'-r
6'-7"
6'-7"
6'-7'
6'-r
6'-r
13'2"
ITT
.018
10'4-
.032
032
14'-,•
13'-r
13'-1"
13'-2"
12'•4"
12'-3"
'-
,27•
2-2'
10
1"V-
$
12'-3'
8'-3"
8'-3-
8'-3"
8'-3",
B'-3"
8'-3-
5
040
30
.024
13'-3'.
12'-9"
12'-9"
12'-3'
12'4'
„'-9'
15'-0"
14'4'
14'-2'
8'-3"
8'-0"
8'-0"
T-9'
7'-9"
7'-5'
10'-6'
10'-6"
10'$"
10'$"
10'-6"
9,_3.
.020(l)
9,_9.
91_9.
.032
91_9.
9,_9.
9'-2'
8'-9"
8 _11 •
8'-5"
8'$'
8'-2"
9'-10'
9'-6"
W-6"
11'-3'
11'3"
11,-3"
11'-3"
6
7
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF UVE/SNOW LOAD, pst
20 25 30 40 50
12'x3y'xO.020"
0.88 0.83 0.75 0.80
24'x2Y'xO.0,8" 0.85
0.80 0.65 0.65 -
24'x2Yz"x0.024" 0.90
0.88 0.70 0.65
24'x2Yz"x0.0320.90
0.88 -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE : PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
° FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
8
45•
TYP.
.75'
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
2 N
W o m
NZ c0 Lf) � m M
o�
2 �0� -
W p
Ww
uw>-
�" QZOL
M U) LCj
(D Cl) O
eD
' 04
(37
Q�pFESSII
C S5 85
OF CAI\F-- _
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
mw DATE DESCRVnON
4 STEL JOB # 16-1071
DATE 03-09.16
DRAWN BY AT
CHECKED 'GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
12"x 3 1/2"W PANEL
LUSL
PANEL r
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
I EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
(IN.)
8" x 2 YZ" FLAT. PAN
13,_9"
13,_9"
13'_9"
13,_9" 13,_9"
13,_9•
6"x 2X" FLAT PAN
020(1)
LUSL
PANEV'r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
LUSL
PANEL -r
(IN.)
12'-0"
11'-1'
,1 -2'
10'-T
10'-r
9'-11•
.020
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
.024
14'T'
12-8
14 -7"
12'-0'
14'-7*
12'-0"
14'_7"
114°
14'_7"
11'-6"
14'_7"
10,-9"
024
13'-T
13'-7"
114
13'-r
11'$"
13'-7"
10'-9"
13'-7"
10'-10'
13'_T`
10'-1'
024
10
5'-10"
13' 4"
1T-7"
1T-7"
17'-r
17'-7'
1T -r
17'-r
032
.032
032
18'-0"
16'-2°
18'-0"
15'$°
18'-0•
15'-9"
18'-0'
15'-0"
18'-0'
15'-1"
18'-0"
14'-3"
.040
15' 6°
14'-9°
14'-9•
14'-0'
14'-1"
ITT'
13'4'
.040
19'-4"
1T$"
19'-T
19'-7"
19'-T
19'-7
19'-r
19'-r
.040
020
10'-2•
9-1"
10'-2"
8-9"
10'-2"
8 9"
10'-2"
8-6'
10'-2°
T-1,•
17'-T
12-1"
10'-10•
, 6'-9•
, 5'-9"
16'-0'
15'-W
194-
9'-5"
024
11,_3"
11,_3"
11,_3"
11,_3"
11,_3"
11,_3"
024
.020(l)
13'-3"
11'$"
13'-3-
1,'$"
13'-3"
1,'-2"
13'-3'
11'-3"
13'-3"
10'-r
20
20
101.
13'-0'
IT -O"
-O"
13'-0'
13'-0"
15'-6"
12'$•
12'-6'
12'$"
12'$°
12'$"
12' 6"
024
032
_
11'-1*0
. 11'-4"
11' 6"
11'-0"
11'-0'
10'$'
11'-2"
10'-9'
10'-9'
10'-3"
10'4"
9'-10"
20
040
14'$"
14'$"
14'$'
14'$°
14'$"
14'-8"
040
.032
16'$•
15'-2"
1 G'$•
15'-2"
16'-8"
14'-10"
16'-8"
14'-10"
16'-8"
14'-3"
13'-3'
12'-9'
12'-9"
12' 4"
12-4
11'-7"
9'-9"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
.040
020
8'-11°
8'$'
8$•
6'-3"
8'-3"
7'-10"
.020
14'-7'
14'-7'
13'$'
14'-1'
13'-2"
9'4"
11,_1"
10'4•
11,_1
11,_1•
11,_1•
11,_1•
.020(l)
11'-1"
,1'-1"
11'-1"
111_1"
1,'-1"
25
02a
9'-11'
9'-r
9'-T
9'-2"
9'-3"
8'-10"
25
12'-0"
12'-0"
12'-0"
12'-0"
12'-0" -
1 T-0"
10'$"
.024
11'4"
11'4•
11'4'
11'4"
11'4'
11'4'
12-1"
11'-0"
10'-7'
10'$'
10 _2•
10 _3•
9'-9'
25
032
13'-2•
13'2"
13'2"
ITT
13'-213'-2"
10'4-
.032
032
14'-,•
13'-r
13'-1"
13'-2"
12'•4"
12'-3"
'-
,27•
2-2'
2'- 3"
1"V-
$
12'-3'
14'-2"
14'-2"
14'-2'
14'-2"
14'-2" '
14'-2"
040
.040
13'-3'.
12'-9"
12'-9"
12'-3'
12'4'
„'-9'
15'-0"
14'4'
14'-2'
13'-7'
13'$'
13' W
14'-9"
14'-1"
10'$-
10'-6'
10'-6"
10'$"
10'$"
10'-6"
9,_3.
.020(l)
9,_9.
91_9.
91_9,
91_9.
9,_9.
9'-2'
8'-9"
8 _11 •
8'-5"
8'$'
8'-2"
11'-3"
11'-3'
11'3"
11,-3"
11'-3"
11'-3"
.024
8'-5'
8'-1"
8'-1°
7'-9'
7'-10"
T-6'
9'-11"
9'-7"
9'-T
9'-2'
30
8'-11"
12'$'
12'$'
12' 6' -112'$'
12'-6-
9'-9•
9'-9'
9'-9"
.032
10'-4"
10'4"
10'-4•
10'4'
10'-4"
10'•4"
12'$°
12'-1'
11'-10"
11'$"
11'$"
11'-1"
8'-11'
8'4'
13'•4"
13'4'
13'-4"
13'4"
13'4"
13'-4"
10'$"
.040
10'-9"
10'-9"
10'-9"
10'-91
10'-9-
10'-9"
14'-2°
13'$'
13'$'
13'-0'
13'-3"
12'$°
9'-1"
9'-1'
9'-1•
9'-1.
9'-1'
9'-1•
.020(l)
.032
8'-3"
8'-,'
8'-1°
T-10°
7'-10'
7'$'
10'-4'
10'-0"
13'-2'
12'$"
13'-0"
12'$"
12'-7"
.024
11'-7"
11'-7'
11'-T'
11'-r
1,'-T
40
11'-4"
11'-4"
11'4"
11'4"
11'4"
11'4"
.032
.D40
12'-7"
12'-2"
12'-2•
11'$'
11'-9'
11'-3"
11'-3"
11'-1'
11'-0"
10'-T
10'$"
103"
14'-1"
13'-r
12,_2"
12,_2"
12,_2•
12,_2•
12,_2"
12,_2"
8'4"
.040
9'-0"
9'-0•
9.-0..
9,-0.
91_0.
9,-0.
020
8'-2"
8'-2"
8'-2"
8'-2"
8,_2•
8'-2"
.020(l)
T$"
7'$"
7'$"
T-3"
T-2"
6'-1,'
T-1"
T-1"
T-1"
6'_11"
611•
6'-9"
8'$"
8'-1'
9'-2"
9'-2°
9'-2"
9'-2"
9'-2'
9-2-
9'-0-
.024
9'$°
9'$°
9'$"
9'$'
9'$"
9'$°
8'-0'
7'-10"
7'-10"
7'$'
7'$'
7'$'
50
T-10-
10,-T
, D' -T
10'-T
10'-T
10'-T
10,-r
9'$"
.032
9'-9•
9'-9•
9'-9"
9'-9°
9'-9"
9'-9"
12'-1"
12'-9"
12'-9"
12'-4'
12'$"
12'-1"
11'-3°
11'-3'
11' 3°
11'-3"
11'-3"
11'-3"
.040
.032
10'-2°
9'-10"
9'-10'
9'-T
2 N
W o m
NZ c0 Lf) � m M
o�
2 �0� -
W p
Ww
uw>-
�" QZOL
M U) LCj
(D Cl) O
eD
' 04
(37
Q�pFESSII
C S5 85
OF CAI\F-- _
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
mw DATE DESCRVnON
4 STEL JOB # 16-1071
DATE 03-09.16
DRAWN BY AT
CHECKED 'GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
8" x 2 YZ" FLAT. PAN
6"x 2X" FLAT PAN
LUSL
PANEV'r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
LUSL
PANEL -r
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
EXP.B I EXP.0 EXP.B EXP.0 EXP.B EXP.0
.020
12'$"
10'-10"
12'-0"
10'-1'
12'$"
10'-3'
12'$"
9'$'
12'$'
9'-7°
12' 6'
9-O
.020
14'T'
12-8
14 -7"
12'-0'
14'-7*
12'-0"
14'_7"
114°
14'_7"
11'-6"
14'_7"
10,-9"
024
13'-T
13'-7"
114
13'-r
11'$"
13'-7"
10'-9"
13'-7"
10'-10'
13'_T`
10'-1'
024
5'-10"
14'-2"
5'-10"
13' 4"
5'-10"
13'4"
5'-10"
12'$"
5'-10°
12'-9"
12'-1°
10
10
032
15-7" 15'-7' 15'-7' 15'-7" 15'-7" 15'-7"
14'-1' 13'-1" 13' 4" 12'-4• 12'$" 12'-0'
032
18'-0"
16'-2°
18'-0"
15'$°
18'-0•
15'-9"
18'-0'
15'-0"
18'-0'
15'-1"
18'-0"
14'-3"
.040
17'-r
15-T
,T-7'
14'-10°
1 r -r
14-10"
17'-7"
14'-1'
1T-7"
,4'-2"
ITT'
13'4'
.040
19'-4"
1T$"
19'4"
16'-10"
19' 4'
. 1T-0"
19'4"
16'4'
19'4"
16'$"
19 4"
16'-0"
020
10'-2•
9-1"
10'-2"
8-9"
10'-2"
8 9"
10'-2"
8-6'
10'-2°
T-1,•
020
12-1"
10'-10•
12-1"
10'•4"
12-1"
10'-3"
12-1•
9'-9-
12-1"
9'_10"
194-
9'-5"
024
11'-4'
10 -1 °
11'-4'
9 $"
11'4"
9 -9'
g13'
11'4'
9 -5'
11'-4"
8 -11 •
024
13'3"
12'-2•
13'-3"
11'$"
13'-3-
1,'$"
13'-3"
1,'-2"
13'-3'
11'-3"
13'-3"
10'-r
20
20
13'-0"
13'-0'
IT -O"
-O"
13'-0'
13'-0"
15'-6"
15'$"
15'$•
15'$"
15'$'
15'$"
032
_
11'-1*0
. 11'-4"
11' 6"
11'-0"
11'-0'
10'$'
032
14'-2'
13'-9"
13'-7"
13'-0"
13'-1"
12'$"
040
14'$"
13'$"
14'$'
12'-10"
14'$"
13'-0"
14'$'
12'-4"
14'$'
12'$"
14'-6"
11'-10"
040
16'$"
15'$"
16'$•
15'-2"
1 G'$•
15'-2"
16'-8"
14'-10"
16'-8"
14'-10"
16'-8"
14'-3"
9'-9"
9'-9"
9'-9"
9'-9•
9'-9"
9'-9"
10'-4•
10'4"
10'-4'
10'-4"
020
8'-11°
8'$'
8$•
6'-3"
8'-3"
7'-10"
.020
10'$"
10'_1"
10_3"
9'$°
9'-9"
9'4"
10'•4"
10'4•
10'4•
10'4"
10'4"
10'•4•
11'-1-
11'-1"
,1'-1"
11'-1"
111_1"
1,'-1"
25
02a
9'-11'
9'-r
9'-T
9'-2"
9'-3"
8'-10"
25
024
12'-0'
11'$'
11'-T
10'-10"
11'-0"
10'$"
11'4"
11'4•
11'4'
11'4"
11'4'
11'4'
12-1"
12-1"
12-1'
12_1"
12_1•
12_1•
032
11'-10"
11'-3"
11'-3"
10'-9'
10'-10'
10'4-
032
14'-,•
13'-r
13'$"
13'-1"
13'-2"
12'•4"
12'-3"
12'-3'
12'-3"
12'3'
12'3"
12'-3'
13'-1"
13'-1"
13'-1•
13'-1'
13'-1"
13'-,°
.040
13'-3'.
12'-9"
12'-9"
12'-3'
12'4'
„'-9'
.040
15'4'
15'-1"
15'-1"
14'$"
14'-9"
14'-1"
9, 3. "
9,_3.
9,_3.
9, 3.
9,_3.
9,_3.
9,_9.
91_9.
91_9,
91_9.
9,_9.
.020
.020
8'-5'
8'-1"
8'-1°
7'-9'
7'-10"
T-6'
9'-11"
9'-7"
9'-T
9'-2'
9'4"
8'-11"
9.9.
9.9.
9'"9.
9'-9•
9'-9'
9'-9"
10'-4"
10'4"
10'-4•
10'4'
10'-4"
10'•4"
30
024
9'-2"
8'-10'
8'-11'
8'4'
30
024
11'-4'
10'-9"
11'-0"
10'4"
10'$"
9'-11"
10'-9"
10'-9"
10'-9"
10'-91
10'-9-
10'-9"
11'-4"
11'4"
11'4"
11'4'
11'-4"
11'4°
.032
.032
11'-1'
10'$"
10'-9"
10'-4"
10'-4'
10'-0"
13'-2'
12'$"
13'-0"
12'$"
12'-7"
11'-10'
11'-7"
11'-7'
11'-T'
11'-r
1,'-T
11'-7"
12'-3"
12'-3"
12'-3"
12'-3'
12'-3"
12'-3"
.D40
12'-7"
12'-2"
12'-2•
11'$'
11'-9'
11'-3"
D40
14'-9'
14'$'
14'-r
14'-1"
14'-1"
13'-r
8'4-
8'4"
8'4"
8'4"
8'4"
8'4"
9'-0"
9'-0•
9.-0..
9,-0.
91_0.
9,-0.
020
ozo
T$"
7'$"
7'$"
T-3"
T-2"
6'-1,'
9'-1'
8'-10"
8'-10"
8'-7"
8'$"
8'-1'
9'-0'
9'-0"
9'-0"
9'-0°
9'-0'
9'-0-
9'$°
9'$°
9'$"
9'$'
9'$"
9'$°
40
8'-3"
8'-3"
8'-W
8'-1'
T-10-
40
10'-2'
9'-10"
9'-10"
9'-7"
9'$"
9'-3"
9'-9•
9'-9•
9'-9"
9'-9°
9'-9"
9'-9"
12'-1"
12'-9"
12'-9"
12'-4'
12'$"
12'-1"
032
.032
10'-2°
9'-10"
9'-10'
9'-T
9'-T
9'-3'
10'-3'
10'-1°
10'-1"
9'-10"
9'-10"
91$"
10,-r
10'-7"
10'-r
10'-7"
10'7"
10'-7"
11'-2"
11'-2°
11'-2"
11'_2"
11'_2"
11'_2"
040
040
11'$"
11'-2"
11'-2"
10'$°
1'0 10"
10'$"
13'-9'
13'4"
13'$"
13'-0"
13'-1"
17-T
T-5"
T-5"
7'•5"
T-5"
7'-5"
7'-5"
8'-3'
8'-3"
8'-3--
8'-3"
8'-3"
8'-3'
.020
.020
6'-5'
6'-5"
6'-5"
6'-3°
6'-3°
6'-1"
7'$"
T-7"
7'$"
7'-5'
7'-6"
7'-2"
8'-3"
8'-3°
8'-3"
8'-3"
8'-3"
8'-3"
8'-9"
8'-9'
8'-9"
8'-9•
8'-9"
8'-9"
024
.024
50
T4'
T-3
T-3'
7-1'
T-0'
6-11'
So
8-9'
8-T
B -T
8-5'
84"
8-1"
9-1"
9-1"
9 1"
9-1"
9-1"
9-1"
9-8"
9$"
9$"
9$"
9'$"
9$-
032
032
8'-9'
B' -T
8'-6"
8'-S
8'4'
8'-3'
10'4'
103"
10'-3"
10_1„
s'_9"
g _g^
g _g^
g'_g-
91-9"
_g•
9'-9'
10'4'
10'4'
10'4'
10'4'
10'4"
10'4'
040
9'-10"
9'_9•
9'-9"
9'-S
9'-r
r:1
9' 2°
.040
11'-10"
11'-r
11'-9"
„'$"
11'$"
11,_2.
2 N
W o m
NZ c0 Lf) � m M
o�
2 �0� -
W p
Ww
uw>-
�" QZOL
M U) LCj
(D Cl) O
eD
' 04
(37
Q�pFESSII
C S5 85
OF CAI\F-- _
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
mw DATE DESCRVnON
4 STEL JOB # 16-1071
DATE 03-09.16
DRAWN BY AT
CHECKED 'GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
W c" N o
Z Lu rn co
Q
uCwLL W >—
Q
Z. Lo
O
o��
• N��
Qp�FESSICWyI
S5885
OF
CA1
03=11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFnDN
4 STEL JOB 4 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED - - _ .. __. __. GM
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -4
4 OF 50 SHEETS
I
2
"
3
"
4
"
5
"
6
"
7
D
6
A o - tl o V o V o [ h � J
* 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
25 1 .032
C�-]]r
RAFTER
SPANS FOR OPEN
LATTICE STRUCTURES
23'-9"
24'-3"
8.0"
110/120/130 MPH
16"
EXP. 6 & C
0.024" 6.5"
0.024" 6.5"
25
.042
0.032"
l'-6" r 21'-6" 21'-6" r 21'-2" 21'-3" 20'-8"
0.042"
042
27'-4"
21'-9"
I--2.0"_�_--+-2.0"----I
21'-9"
21'-9"
. 21'-9"
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 3004-H36
24"
ALUM. ALLOY 30041436 OR
ALUM. ALLOY 30041436 OR
EQUAL
OR EQUAL
EQUAL
X19'-9"
17'-7" 17'-7" 17'-7" 17'-4" 17'-6" 16-10"
17'-3"
•042
24"
W
18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
3" x 8" RAFTER
16'-7"
16"
W
16'-7"
2" X 6 1/2" RAFTER
16'-7"
Z W
DBL. 2" x 6 1/2" RAFTER
30
.042
12'-4"
.024
T"
Z
a
12'4"
13'-7"
13'-7"
16"
22'-1 "
24"
Z
a
22'-0"
16"
21'-1"
15'-7" 15'-7" 15'-7" 15'-7" --15'-7
11'-9"
11'-9"
11'-9"
a
11'-9"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
10'-2"
110
MPH
120 MPH
130 MPH
40
.042
^T^
110
MPH
120 MPH
130 MPH
17'-3"
17'-3"
^T"
110
MPH
120 MPH
130
MPH
26'-7"
LL/SL
(IN.)
�o
LL/SL
(IN)
vaiaz
LL/SL
(IN)
aa.z
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
16"
0"
15'-0"
15'-0"
15'-0"
15'-0"15'-0"
24"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
50
.042
12'-10"
,042
12'-10"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3"10'-3"
2-0' 10"
.032
24"
20'-10"
15'-10"Wl!�11�6?-
24"
10"
15'-10"
15'-10"
15'-10"
16"
2'-
13"
11'-2"11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
12'-3"
29'-8"
29'-6"
29'-8"
28'-9"
29'-3"
26'-3"
19'-0"
19'-0"
19'-0"
16'-0"
15'-10"
16'-0"
15'-0"
15'-9"
13'-8"
22'-6"
22'-4"
22'-6" 21'-1"
22'-2"
19'-2"
9'-3"
20'-2"'-2"
16"
20'-2"
26'-3"
26'-3"
26'-3"
26'-3"
25'-7"
20'-6"
16„
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
16'-7"
16'-7"
14'-9"
16"
19'-10"
19'-10"
19'-10" 19'-10"
19'-10"
10'-7"
10
.042
10'-7"
024
10'-7-
024
16'!
24'_2" 24'-1" 24'-2" 23'-6" 24'-0" "
24'-6"
13'-1" 13'-0" 13'-1" 12'-3" 12'-10" " 11'-2"
24'-6"
18'-4" 18'-3" ' 1814" 17'-3" 18'-2"
15'-8"
24"
21'-6"
21'-6"
21'-6"
21'-6"
25'-1"
.024
25'-1"
24"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-3"
20'-0"
24"
24"--1
6'-3"
16'-3"
16'-3" —16'-3"
16'-3"
5'-10"
9-6"
20'-6"20'-6"20'-6"20'-6"
14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4"
20'-6"
16"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 12'-9"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-7"
14'-9"14'-7"
16"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
11 • 11'-1"
24"1'2'-1"
16"
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
17'-7"
16"
25'-3"
25'-3"
25'-3" 25'-3"
25'-3"
24'-8"
20
042
10
032
10
.032
17'-4"
18'-9" 18'-9" 18'-9" 18'-9" 18'-9"
16"
16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10"
23^4" 23^3 23 -23--l"
22^8,
20'-10"
24"
17'-9"
17'-9"
17'-9"
17'-7"
17'-8"
17'-1"
24"
-
_..
24"
24
^„
^"
^" n"
14'-7"
* 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
25 1 .032
C�-]]r
F--Igs--I—T
F-716-1
19'-8" 19'-8" 19'-8" 19'-8-
23'-9"
24'-3"
8.0"
16"
16"
'2
0.024" 6.5"
0.024" 6.5"
25
.042
0.032"
l'-6" r 21'-6" 21'-6" r 21'-2" 21'-3" 20'-8"
0.042"
042
27'-4"
21'-9"
I--2.0"_�_--+-2.0"----I
21'-9"
21'-9"
. 21'-9"
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 3004-H36
24"
ALUM. ALLOY 30041436 OR
ALUM. ALLOY 30041436 OR
EQUAL
OR EQUAL
EQUAL
X19'-9"
17'-7" 17'-7" 17'-7" 17'-4" 17'-6" 16-10"
17'-3"
•042
24"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
16'-7"
16"
16'-7"
16'-7"
16'-7"
16'-7"
19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1"
30
.042
12'-4"
.024
12'-4"
13'-9" 13'-9" 13'-9" ' 13'-9" 13'-9" 13'-9"
12'4"
13'-7"
13'-7"
16"
22'-1 "
24"
22'-1 "
22'-0"
16"
21'-1"
15'-7" 15'-7" 15'-7" 15'-7" --15'-7
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
10'-2"
10'-2"
16"
10'-2"
W25'-6"25
40
.042
24"
16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8"
20
.032
12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1"
17'-3"
17'-3"
26'-8"
r24-
26'-8"
26'-7"
16"
13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8"
16"
25'-6"
13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
25'-
25'-6"
16"
0"
15'-0"
15'-0"
15'-0"
15'-0"15'-0"
24"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
50
.042
12'-10"
,042
12'-10"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3"10'-3"
2-0' 10"
.032
24"
20'-10"
15'-10"Wl!�11�6?-
24"
10"
15'-10"
15'-10"
15'-10"
16"
2'-
13"
11'-2"11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
12'-3"
12'-3"
* 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
25 1 .032
C�-]]r
F--Igs--I—T
F-716-1
iYP.
23'-9"
24'-3"
8.0"
16"
30'-8"
16"
0.024" 6.5"
0.024" 6.5"
30'-8"29'-10"
0.032"
0.032"
28'-2"
0.042"
0.042"
27'-4"
21'-9"
I--2.0"_�_--+-2.0"----I
21'-9"
21'-9"
. 21'-9"
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 3004-H36
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 30041436 OR
ALUM. ALLOY 30041436 OR
EQUAL
OR EQUAL
EQUAL
.042
I
2 �
O r
N CO W)
Z LU rn M
Z U X�
Q
O
w LL
uw
QZL�n
MO L6
� cn o
N �
rn
QRp�Ess ICy�!
�
S5885. �
OF. CP10'i
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFTIDN
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
24'-6"
24'-4"'
24'-6"
23'-9"
24'-3"
23'-2"
16"
30'-8"
16"
30'-8"
30'-8"
30'-8"29'-10"
28'-2"
28'-1"
28'-2"
27'-4"
21'-9"
21'4'
21'-9"
21'-9"
. 21'-9"
21'-2"
25'-1"
25'-1"
24'14"
20'-1"
20'-0"
20'-1"
19'-6"
X19'-9"
19'-0"
17'-3"
•042
24"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
14'-2"
12'-4"
12'-4"
12'-4"
12'-4"
12'4"
12'4"
13'-7"
13'-7"
16"
22'-1 "
22'-1 "
22'-0"
16"
21'-1"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
10'-2"
10'-2"
10'-2"
10'-2"
W25'-6"25
.024
24"
17'-3"
17'-3"
17'-3"
26'-8"
26'-8"
26'-7"
16"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
16"
25'-6"
25'-
25'-6"
21'-10"
0"
15'-0"
15'-0"
15'-0"
15'-0"15'-0"
24"
20
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-9"
2-0' 10"
.032
24"
20'-10"
15'-10"Wl!�11�6?-
10"
15'-10"
15'-10"
15'-10"
16"
2'-
13"
12'-3"
12'-3"
12'-3"
F 12'-3"
12'-3"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"'
18'-10"
16"
39'-3"
9'-3"
9'-3"
9'-3"
20'-2"'-2"
20'-2"
20'-2"
,042
16"
15'-6" 15'-6" 15'-6" 15'-6" 15'-6" ' 15'-6"
24"
20'-6"
20'-7"
19'-10'
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7-
16'-3"
16'!
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
16"
25'-1"
25'-1"
25'-1"
.024
25'-1"
8'-1" 8'-1" 8'-1" 8'-1"
24"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
24"
9-6"
20'-6"20'-6"20'-6"20'-6"
14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4"
20'-6"
16"
14'-9"14'-7"
14'-2"
25
.032
11 • 11'-1"
24"1'2'-1"
12'-1"
12'-1""
11 '-10"
12'-0"
11'-7"
17'-4"
17'-4"
17'-4"
17'-4"
-4
17'"
17'-4"
16"
17'-9"
17'-9"
17'-9"
17'-7"
17'-8"
17'-1"
042
13'-3" 13'-3" 13'-3" 13'-3" -
24"
�3'-3"l14'-7"
14'-7"
14'-7"
14'-4"
FOOTNOTE:
"SAMPLE"
FIGURE
INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
I
2 �
O r
N CO W)
Z LU rn M
Z U X�
Q
O
w LL
uw
QZL�n
MO L6
� cn o
N �
rn
QRp�Ess ICy�!
�
S5885. �
OF. CP10'i
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFTIDN
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
34'-7"
34'x"
34'-7"
33'-7"
34'-2"
32'-8"
16"
30'-8"
30'-8"
30'-8"
30'-8"
30'-8"29'-10"
28'-2"
28'-1"
28'-2"
27'-4"
27'-10"
26'-8"
24"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
24'14"
17'-4"
17'-4"
17'-4"
17'-4"
17'-4"
17'-3"
16"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
14'-2"
24"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
13'-7"
22'-1 "
22'-1 "
22'-0"
16"
21'-1"
18'-1"
18'-1"
18'-0"
24"
W25'-6"25
17'-3"
17'-3"
17'-3"
26'-8"
26'-8"
26'-7"
16"
25'-6"
25'-
25'-6"
21'-10"
21'-10"
21'-1 0"
21'-10"
21'-1 0"
21'-9"
24"
20'-10"
20'-10"
2-0' 10"
20' -10"
20 '-10"
20'-10"
15'-10"Wl!�11�6?-
10"
15'-10"
15'-10"
15'-10"
16"
16'-6'-3"
16'-1"
16'-2"
15'-8"24"13'-4"-4"
13'-2"
13'-3"
12'-9"
39'-3"
9'-3"
9'-3"
9'-3"
20'-2"'-2"
20'-2"
20'-2"
20'-2"
16"
20'-0'-9"
20'-6"
20'-7"
19'-10'
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
24"
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
16'-3"
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
24'-6"
16"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
24"
20'-6"20'-6"20'-6"20'-6"
20'-6"
20'-6"
I
2 �
O r
N CO W)
Z LU rn M
Z U X�
Q
O
w LL
uw
QZL�n
MO L6
� cn o
N �
rn
QRp�Ess ICy�!
�
S5885. �
OF. CP10'i
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFTIDN
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
A o n o {. U ' e• r' • V o ry o
HEADER BEAM TYPES
1.52" +
GUTTER
1 {- --- EXT. cuP -..r-r �� �-( 0.375
2
I
SPLICE
s- -- WHERE
SPLICE ' OCCURS
WHERE
SPLICE D n OCCURS
WHERE
>CCURS II II 4.0
0.075" I - II 3 0.. 0.070 0.065"
TYP. I I I I I TYP' I TYP. `
2.14" �
01 GUTTER FASCIA MAG BEAM
A ALUM. ALLOY B ALUM. ALLOY
3004-1-136 6063-T6
3
4
0
6
0
DBL. 2"x6.5"0.042"
�J ALUM. ALLOY 3004-1-136
OR EQUAL
J DBL.2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
T=12 OR
14 GA.
ASTM
A653 SS
GRADE 50
G60
.042°
TYP.
7 �-3.0. 4.0" +�3.0"--
DBL. 3"x8"0.042" BEAM
O W/DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004 H36
OR EQUAL
DBL. 3"x8"x0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-1-136
B 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.
4" I -BEAM 4.5" MAG GUTTER
C ALUM. ALLOY D ALUM.ALLOY
6063-T6 6063-T6
6.0"
0.042"
TYR
-3"x8"x0:042'`_ BEAM]
K 1ALUM. ALLOY 3004-H36
``- OR EQUAL -'
.032"
ALUM.
T=12 GA
ASTM A653 SS
GRADE 50 G60
.032"
ALUM. I II 1
I------3.0°-�I
3" SQ.x0.032" ALUM. BEAM
E W/ 12 GA. STL. "U" CHANNEL
ASTM A653 SS GRADE 50 G60
7
T=12 OR
14 GA.
ASTM
A653 SS
GRADE.'
G60
0.625"
3"x8"x0.042" BEAM
40" {
W/ 14 GA. STL. INSERT
ASTM 453 GRADE 50 G60
DBL. 3"x8"x0:042" BEAM
3"x8x0.042" BEAM
LALUM. ALLOY 3004-H36
OR EQUAL - -
12 GA. STL. INSERT
(N.AASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
s
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
I
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
0.024'
0.032' I��I
PLUGS
#10 SMS
E24' 0
EA, SIDE
0.075"
TYP.
INSERT T=0.125'
WHERE ALUM.
OCCURS ALLOY
6063-T6
7
0.110"
TYP. ill
F 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.
O3" SQ. ALUM POST 3" SQ. ALUM. POST 3" SQ -AL -UM -POST �-3.0"--]
B ALUM. ALLOY 3004-H36 �' ALUM. ALLOY 3004-H36 �WITH'SIDEPLATES MAG POST
HEIGHT LIMITED TO 3" SQ. STEEL POST ALUM. ALLOY 3004-H36 E ALUM. ALLOY
10'-0" MAXIMUM. F ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
G=3"SQ.xt=0.188"
H=3"SQ.xt=0.250"
=3"SQ.xt=0.313"
1=4"SO.xt=0.188"
K )=4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
Ll 2 N
r
C) CD
� r
N CO L!7
Z o) co
o
co
uW
CD
LO
Q O
CDU)
co
C4
CD
rn
QRofESS 1�
2
S588
H+
�J
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL -
REVISIONS
NORK DATE DESCRVrCN
4 STEL JOB 9 16.1071
DATE 034416
DRAWN BY AT
CHECKED GM
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
H 0 ° o �,. u 0
HANGER CHANNELS AND MOUNTING BRACKETS
1 - 2 740" FASTENERS, T=,060° TYP,� r
SEE TABLE 3, SHEET 4
a
FASTENERS,
1.50° SEE TABLE 3 SHEET 8 300" 078
'63 T=.060" rev
ALUM. 3004 H36
° 06 .25"R 05 FASTENERS
1.5 " 010"x90" 202" FASTENERS, SEE TABLE 3 SHEET 8 + 6"
t= 0.04" - (2) DIA. SEE SHEET 4 00
N M � 563" .281 ^ J .200 5°
_ Q CONTINUOUS A- RAIL I^
2 N t�D FASTENERS ROOF PANEL (WHERE OCCURS) O_ +
M SEE ABLE 3 of 3
FASTENE
ALUM.ALLOY ----
6063-76
O ROLL FORMED O EXTRUDED HANGER/ CONNECTION
HANGER
3
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING -REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3) z"0 LAG SCREWS 1 112" 10# L.L.=(2)#14 SMS EA. SIDE
20#,25#,30# L.L=(3)#14 SMS EA. SIDE
#14 SDS, 40#,50# L.L.=(4)#14 SMS EA. SIDE
3 PER SIDE
1" 3/4" OR 1 1/2"
o i'
fn
3I 3"x8" ALUM.
� I
X ' HEADER
w
, 3'-'x8" ALUM.
5
2 V (E) STUCCO RAFTER
PENETRA110N BRACKET-
NOTE:
RACKETNOTE: LENGTH OF LAG SCREW SHALL PROVIDE
.THREADED PORTION OF SHANK COMPLETE
PENETRATION INTO EXISTING CORNER STUD.
HEADER BRACKET 2
6
2" x 61/2" OR
5" MIN. 3" x 8" ALUM.
RAFTER
3/4 OR 1 1/2"
' U -BRACKET
EXISTING WOOD STUD FRAMING
(E) STUCCO
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L=10 psf
2 EACH 1/2"0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
RAFTER TO STUD WALL CONNECTION 3
ALUM.ALLOY
6063-T6
OC I.R. HANGER
4
6063-T6
"H" BRACKET
BEAM SPLICE TO
OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
_ 6 SCREWS @ 2 -POST UNITS crar-w Ic wclnF
PER SIDE
#14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
1/4"0 BOLTS
3.5" 3.5"
E8" BEAM
.5 1 -.5"
❑1 OR ❑2 I
SEE NOTES
BELOW I I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHEE
#14 SMS EA. SIDE
TOP, MID HEIGHT 3"SQ. POST BETWEEN SIDE PLATES
AND BOTTOM.
r
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
I BEAM TO POST CONNECTION 8
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER-
BOLT CONNECTIO PLAN 2
_
° ALTERNATE:
4-#14 S.M.S. EACH
- RAFTER TO COL.
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
ALUMINUM MEMBER WITH
EXISTING WOOD FILL OR
SHEATHING
NOMINAL LEDGER
_j (NEW OR EXISTING)
i
1 v~i SEE NOTE, DETAIL B,
SHEET B
DBL, 3'x8'x0,042 BEAM
OR DBL. 2'x6.5'x0,032'/0.042'
BEAM
-
2"x6.5" OR 3"x8" RAFTER
w>
0 0
ALTERNATE: 1/2" BOLT
�
I o
7 1.
4.5"0 6•
ALTERNATE:
FASTNERS, SEE TABLE 3,
M SHEETB
5/8' 0 ACCESS
(2)- #14 S.M.S. EACH RAFTER
,
HOLES
1•
TO COLUMN CONNECTION
Xj�
INSTALL 6 — #14
° 3"x 3"STL.POST24 oT
INSERT ATTACHED OR ALTERNATE:
XA)-2x6.5-
(4 -TOTAL)
X �4
3' SQ. POST LONG SDS @EACH
OR
- ALTERNATE:
HEADER T❑
3"x 3"STL.POST COLUMN (2r3"xWHEADER
FOR FREESTANDING
(2} 2x6.5" OR (2)-3"x8" HEADER
;i EXISTING
COLUMN
(2) -1/2 -BOLT
ALTERNATE:
1° STUCCO OR EQUAL
Cit FASTENERS
3"x3"x0.024"-/ (1) - 1/2" BOLT OR
2.5" PENE. INTO EACH WOOD STUD
PER
6 2"x 6.5" SIDEPLATE
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
CONNECTION)
DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST.—STUCCO /> LEDGER O DOUBLE HEADER TO O
DETAIL
ATTACHMENT DETAIL COLUMN .
2 Nt
- W N N'�
Z Lu m co
Z � U
W O
i
Ud Z LO
M O
O Cn O
co
0t
rn
QRpfEss I(�
S5885
_ ,Yy
OF
03-11 16
DURALUM
IAPMO 0195
AHJAPPROVAL
REVISIONS
MARK DATE °ESCRMON
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
0
2
3
0
4
;5
0
6
o V ° V , o U °
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT;DETAILS / MIN. NUMBER OF REQ. COLUMNS _
TABLE 1 TABLE 2
ATTACHED ONLY ATTACHED AND
'T" BRACKET@ 3 -SQ. POST' FOOTING & ANCHOR BOLTS FREESTANDING
W/ (4}#14 SMS EA. SIDE OF POST
OR 1/2" M.B. THROUGH POST ALUM."rBRACKET USE WITH ALTERNATE FTG.
OS POST TYPE B C D OR E.mr
FOOTING SIZE BOLTS 2212 EMBED.
T"
STEEL."BRACKET OR 9" SQ. 18' 18" SQ. 12"
BASE PLATE USE WITH 17•-2r CUBED 1 (2}3/6"0 17/8"
POST TYPE B,C,D,E,F,G,H,J OR K () 20' 21' SQ. 12'
(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
31/2" MIN. SEE FOOTING
IN BEAM SPAN TABLE
EXISTING SLAB
O ATTACHED COVERS ONLY O
SEE TABLE 1
- d
DEI G
v POURED CONCRETE
r FOOTING SEE TABLES
Q�
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
23.8 24• CUBED (1)
(2}t/re
3 t/a'
22" 25" SQ.
16°
24' 28' SQ.
20•
z5• -3o• CUBED (2)
(a}trrm
31/4"
26' 32" SQ.
23°
3t• - 34" CUBED (2)
(4}5/8.0
4'
28' 35" SQ.
25"
30: 39" SQ.
28°
35'-39'CUBED (2)
(4) -3/4"0„
4 3/4'
32" .43 -SQ.
30'
34" 47' SQ.
32°
a0•-42" CUBED (2)
(4}3/4'0
a 314•
36' 51" SQ.
34
NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
1) MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE.
2) REQUIRES USE OF ALTERNATE FREESTANDING44"
BASEPLATE. I
38" 55' SQ.
37"
40°39'
60" SQ.
SPAN TABLES
42" 64" SQ.
41'
69'SQ.
43"
CU6E FOOTING W/3 lrr SLAG
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
° /� 1.375"
0 -1
7 p
1.60"
1.50 .090" TYP.
INSTALL 1Y" x 1Y" 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�O
q 7/16"0 HOLE T —
FOR 3/8" MB .56"
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y" x Y"HDG 1'125"
WASHER PLATE AT ANCHORS
75"
157"
TYP
USE FOR 3" OR 11�r
STEEL POSTS4" 5.50"
q 2- 5/16"0 HOLES
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
STEEL POST ONLY:
USE POST TYPE
F, G. H. I,JORK
1/2 DEPTH OF
FOOTING OR
12" MIN. EMBD.
.r
(3)-3/4"0 B
/ FOR POST TYPE F, G, H, I,
(
2 FLANGES
2 1/8" APART
•75" BASE FLARES
ATO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4' WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
D'
WOR 4" SQ.
INSERT
i" x 0.188"
ASTM A500
GRADE B
STEEL
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
INSERT
' I I
9" SQ. X 5/8" THK.
THK, BASE PLATE
(ASTM A500 GRADE B STEEL)
1Y" 6Y2" 1Ya"
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
I
2 N
- - W - C4 N U
2 � rn ch
qt
0;W � -
0
i d
2 W
uw>—
�•QZ
oU)c/) �
0
to
cel �
Q�ygFESS Ill
S5885
:s OFYCg1.\F\j'
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL ,
REVISIONS
NARK DATE DESCRIMON
4STEL JOB # 16-1071
DATE 0349.16
DRAWN BY AT
CHECKED GM
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 1:0
10 OF 50 SHEETS
m
W z
3--.
:
(1)-1/2'0M.B.
U)
x9" LONG, 1"
'•�
W w
FROM END
LU CO
OF POST
Z
POURED --/SQUARE,
SEE FTG.
CONCRETE
SCHEDULE IN BEAM
FOOTING
SPAN TABLES
POST EMBED.
O9SQUARE
INTO FOOTING
.r
(3)-3/4"0 B
/ FOR POST TYPE F, G, H, I,
(
2 FLANGES
2 1/8" APART
•75" BASE FLARES
ATO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4' WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
D'
WOR 4" SQ.
INSERT
i" x 0.188"
ASTM A500
GRADE B
STEEL
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
INSERT
' I I
9" SQ. X 5/8" THK.
THK, BASE PLATE
(ASTM A500 GRADE B STEEL)
1Y" 6Y2" 1Ya"
WELDED STEEL BASE PLATE 1 Q
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
I
2 N
- - W - C4 N U
2 � rn ch
qt
0;W � -
0
i d
2 W
uw>—
�•QZ
oU)c/) �
0
to
cel �
Q�ygFESS Ill
S5885
:s OFYCg1.\F\j'
03-11-16
DURALUM
IAPMO 0195
AHJAPPROVAL ,
REVISIONS
NARK DATE DESCRIMON
4STEL JOB # 16-1071
DATE 0349.16
DRAWN BY AT
CHECKED GM
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 1:0
10 OF 50 SHEETS
I
0
2
3
4
0
5
6
7
0
8
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
,,)OCCUR
SPLICE TO
,, OCCUR DIRECTLY OVER 5/8"0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE I
5" ,5" #14 SMS MAY
BE USE AS
3.5" BE
TO
1/4"0 BOLTS
3.5"
8" BEAM
a=
m
Ir
2"X6.5"X0.032" SIDE PLATES
110 MPH 120 MPH 130 MPH
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 1 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
EXPT B
EXP. C
EXP. B
EXP. C
EXP, B
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
3
3
3
7'
2
3
3
3
3
4
8'
2
3
3
4
3
4
9'
3
3
3
4
4
5
10'
3
4
4
4
4
5
11'
3
4
4
5
5
6
12'
3
4
4
5
5
5
13'
4
5
4
6
5 1
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
R❑L
INSULATED
ERL❑CKINC
04
.5 i v .5"
�OR[�2] I
SEE NOTES
BELOW j I 6 1/2" SIDEPLATE EA.
#14 SMS EA. SIDE I
TOP, MID HEIGHT 3"SQ. POST BETWEEN SIDE PLATES
AND BOTTOM.
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
FASTENERS,
SEE SHEET 4
ROLL -FORMED #14 SMS @ 32' D.C. MAX.
WALL DR IRP (4 MIN. PER PANEL INTERL
HANGER
OLL-FORMED
OCK)
PANEL
FASTENERS,
SEE SHEET 4
ROOF HANGER
#14 SMS @ 32' D.C.
4 MIN, PER EACH JOINT
ALUMINUM SKINS
TOP & BOTT. 0,024'
P
SULATED ROOF
2 INTERLOCKING ROLL-FORMEDPANEL EAM DINT ER NG JOINT PANEL
2�
o v -W rn
- - - W N_(o-O-
Z w rn m
H Q of
2 ��0')
i d0
uW>-
QZLLo
O �-
o r -
M Cn L6
C/) o
CV �
rn
ESS
II
S 5885'
OF Cp,OFO�
03-11-16
DURALUM
IAPMO 0195
AHJ APPROVAL
REVISIONS
MMX DATE DESCRPTKKI
4 STEL JOB # 16.1071
DATE 03-09.16
DRAWN BY AT
CHECKED GM
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
A b V o u o C r V " u I o
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12 1 BEAM TO POST DETAILS
11 = SIMPLE SPLICE
FULL MOMENT
24°
� I I
#10S .M.S. II #12 S.M.S.
(e ror. TYTHICKNESS = .035 6 (24 TOT Np. THICKNSISS =.035"
II II
Ll I
2 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
0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
I
3
SPLICE WHERE ��k
OCCURS 4"
070"
TYP.
41 6063-T6 _1
6 �..
4" I -BEAM 3'_0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
5
SPLICE WH
OCCUI
0
6
0
ALUM. ALLOY
6063-T6
7" I -BEAM
1 %2"-SQ.-OR-2"-L-ATTICE TUBE`S
ALUM. ALLOY 3105-H25
7 1.50" 1.50"
28" 2.. 1
1 2..
0 8
I �"
8
MOMENT CSPLICE
?� 2"x3" LATTICE TUBE P2,
ALUM. ALLOY 3105-H25
2s° 3„ 2„
- — X018
T
(2)#10 S.M.S.@ EA.
VALLEY. TYP.
I -BEAM ALUM ALLOY
(6061-T6) ALTERNATE
STL. C -BEAM
SQ. POST
AS NEEDED TO CLEAR
SQ. POST,CONNECT WEB
TO POST W/ (2) - 5/8' 0
THRU-BOLTS @ 4° I -BEAM,
AND (3) - 5/8" 0 THRU BOLTS
@ TI -BEAMS
H - BRACKET TO POST
3" x 8"x.042" BEAM,
3" SQ. STEEL OR
MAG BEAM.
10
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
L-ATT1 C E-TUBE-TO"RAFTER\
#8'x 2 "SMS, 2 1/2"
1 1/2" SQ., 2" SQ.,
OR 2"x3" LATTICE
@ 3" O.C. MIN.
TO 6"O.C. MAX.
12) - #14 x 1/2" S.M.S. EACH SIDE OF 3'
Q. POST (8 -TOTAL)
ALTERNATE 1/4"0 BOLT W/ WASHER
EA SIDE OF 3' SQ. POST
+ 1.10"�
-+1 I
4-414 x 1/2' S.M.S. EACH SIDE OF 3'
SQ. POST (B -TOTAL)
ALTERNATE' 1/4'0 BOLT W/ WASHER
EA. SIDE OF 3- SQ. POST
AC AG ER FASCIA
3.00' 3' SQ. POST LMBEAM
OR 240"'--3'SQ. STL. BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING
#14 x 1/2' S.M.S. TOP
& BOTT. (2) -TOT.
FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
�OPTIONAL LATTICE TUBES
AT OVERHANG
ROOF PANEL
o o `v rL FASTENER 6 j
---- -- —
o o GROUP
ROLLFORMED OR
o 0
EXTRUDED GUTTER
0
I
uw>
ALUM. BRACKET X
#14 S.M.S. @12"O.C.IA
-
FASC
Q Z Lo
6 1/2"x2"x.024
2° 1" -L" SEE TABLE
RAFTER
coCD
OLCj
"�U"-BRiACKETRAFTER TO BEAM
� o
CV
3.125" FOR 3 x RAFTE
07
2.125" FOR 2 x RAFTE
1
(6) - #14x %" TEK SCREWS
BRACKET TO RAFTER
(6) - #14x %' TEK SCR
BRACKET TO E
t = .040" Cc0 6063-T6
0
CN
Z
LLI 0-)M
WUva
0
I
uw>
w LLI LL
-
Q Z Lo
coCD
OLCj
� o
CV
07
Q�pFEss Iq�I
S 5885
OF \lr\.
03=11-16
DURALUM
IAPMO 0195
I REVISIONS
MARK DATE DESCRIFfIDR
4 STEL JOB # 16.1071
DATE 03-0916
DRAWN BY AT
CHECKED GM
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
12 OF 50 SHEETS
A o „
1
0
T=12 GA.
ASTM A653 SS
GRADE 50 G60-\ 3.0"
2 .032'
ALUM.
0
W SQ.x0.032" ALUM. BEAM
(-,1W/ 12 GA. STL. "U" CHANNEL
C ASTM A653 SS
GRADE 50 G60
3
0
4
0
5
BEAM TYPES
,032" 6.5°
.042
--MAX
(T1 DBL. 2"x6.5"x0.032"
' ALUM. ALLOY 3004-H36
OR EQUAL
(--,)DBL. 2"x6.5"xO.042"
ALUM. ALLOY 3004-H36
OR EQUAL
L DBL, UT "XO
BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
0
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
EXPOSURE B
6 FIGURE INDICATES
EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
0
7
8
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
SHOWN IN THIS COLUMN OR THE MAXIMUM POST
SPACING SHOWN FOR THE SELECTED BEAM.
3. THE SLAB SHALL BE A MINIMUM 10'-O" WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR,
25 & 30 psf. THE DISTANCE FROM COLUMN TO SLAB
EDGE SHALL BE 9 1/4" MINIMUM.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED COVERS
TYP.
;1 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
14 GA.
7.8!75' ASTM
A653 S:
GRADE
50 G60
3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
M ASTM A653 GRADE 50 G60
3"x8"x0.042" 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.
14 GA.
ASTM
A653 SS
GRADE
50 G60
,042"
TYP.
- - MAX
DBL. 3"x8"x0.042" BEAM
�r,1 W/ DBL. 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
DBL. 3"x8"x0.042" BEAM
r, W/ DBL. 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'x6° BEAM.
'e r u• 0 n ,
1
i•
ATTACHED &FREESTANDING LATTICE COVERS -10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
V
2
3" SQ.x0.032" ALUM. BEAMDBL.
W/ 12 GA. STL. "U" CHANNEL
2"x6.5"x0.032" '3"x8"x0.042" BEAM
I OR K'
FREESTANDING
Z
ATTACHED
c
Z
>_
MAX•POST
FTG.
MIN.
MAX.PING
FTG.
MIN.
MAX -POST
MAX.POST
FTG
MIN.
MAX.POST
MAXPOST
FTG
MIN.
ATTACHED
FREESTANDING
;
-A rrA cHED t
ON SLAB
FREESTANDING
SPACING
( IN.)
MAX POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX -POST
MAX.POST
FTG.
MIN.
MAX•POST
MAX.POST
FTG.
MIN.
(2) (3)
MAX.COL.
SPACING
o
M_
o
TYPE
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR I xG
(IN.)
POST
SPACING
FOR DBL
SPACING
FOR 3'x8°
LIN.)
POST
m
32
(2).(3)
F
(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"
15
B
14'-7"
29
G
14'-1 "
15'-4"
B
15
14'-1 "
15'-4"
"
28
G
5,
O
334
I
16 -9
17
B
14'-7"
31
H
4'-10"
15'-4"
6'
17
14-6"
15'-1
30
6,
15'- 5,-3"
16
B
13
230
G
13'-713,-7'
14'-1
"
B
1
13'-713
14'-113,-9"
229
G
6'
12'-4 2,�„
333
H
12'-712,-2"
8
B
13'-3"
12'-711-7
H
4'-1
7'
7
-3
J
14'-2"
16
12'-4"
28
12'-7"
13'-1"
15
12'-7"
13'-1"
28
18
,
11'-7"
30
H
11'-9"
12'-3"
B
18
11'-9"
G
8'
11-10
2011'7"
8'-6"
8'
13'-3"
16
B
11'-7"
29
G
11'-9"
12'-3"
B
16
11'-9"
12'-3"
28
G
8,
,..�
30
H
13 -3
19
B
11'-7"
29
11'-4"
11'-9"
12'-3"
9,
18
11'-6"
12'x"
28
21
J
7'-7
�
9
12'-7"
17
C
11'-0"
29
G
11'-2"
11'-7"
B
16
11'-2" 11'-7"
29
G
9,
LL
10'-4"
30
12'-7"
19
11'-0"
11'-0"
29
10'-7"
11'-2'
11'-7"
G
18
10'-10'
11'-3"
28
10'-8"
21
W
6'-10„
10,
12'-02'-0"
17
C
10'-4"
330
G
10'-710,-7'
11'-0;
B
169
10'-710,-3'
11'-O"0,-8"
229
G
10'
19
,�„
1'-0"
11'-4"
19
C
9'-10"
30
H
10'-1"
10'-6"
B
19
10'-1"
10'-3"
29
G
11'
O
10'-2"
22
9'-10"
32
11=4"
17
C
9'-10"
30
Fi
10'-1"
10'-6"
B
17
10'-1"
10'-6"
_329
G
11'
O
9'-6"
333
11'-4"
20
9 -8"
9'-10"
30
9 -8"
10'-1'
10'-6"
G
19
9'-10'
10'-1"
9
9'-6"
10'-10'-10"
120
C
9'-6"
330
H
9'-8°
9' 8"
Ci
119
9 -8"
9'-8
20
1
G
12'
9 -6"
9,-8"
9' 8"
9,-6"
g'-2"
29
}
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
MAX.POST
FTG.
MIN.
MAX POST
FTG.
MIN.
MAX.POST
MAX.POST
FTG•
MIN.
MAX.POST
MAX.POST
FTG.
MIN.
Z
MAX.COL.
SPACING
H H
o
o
ON SLAB
m 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3'x8'
(IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3'x8'
(IN.)
POST
m3
(2) (3)
F
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
2'x6.5'x0.032"
BEAM
(1)
TYPE 2'x6.5'x0.032'
BEAM
(1)
TYPE
13'-7"
5'
16'-9"
16
B
14'-7"
31
H
14'-1
15'-4"
B
15
14'-1
15'-4"
30
G
5,
O
16'-4"
18
14'-7"
33
J
14'-8"
15'-2"
18
14'-1"
14'-7"
31
N
11-4'
6
15'-3"
16
B
13'-3"
30
H
13'-7"
14'-1"
B
16
13'-7"
14'-1"
29
G
,
6
r
15'-O"
19
13'-3"
32
I
13'-4"
3'-10'
18
2'-10"
13'-4"
31
9,_9„
7'
14'- 3
1
B
12'4"
231
G
12'-712
13'-12'-10'
B
119
12'-712
13'-112
290
G
7'
-10"
19
,�,
I
4
-0
-4"
J
8'-6"
,
8
13'-3"
17
B
11'-7"
29
G
11'-9"
12'-3"
B
17
11'-9"
12'-3"
28
G
8,
13'-0"
20
11'-7"
31
H
11'-8"
12'-1"
19
11'-2"
11'-7"
30
J
„ .
7'_7"
,
9
12'-7" , -
18
C
11'-0"
29
G
11'-2"
11'-7"
B
17
11'-2"
11'-7"
29
G
,
9
LL
12'-3"
20
11'-0"
30
H
11'-0"
11'-4"
20
10'-7'
11'_0'
29
U)
6'-10„
10,
12'-11'-8"
121
C
10'-4 0'
330
G
10'-710,-6"
11'-010,-9"
B
120
10'-710,-1"
11
229
G
10'
4'
H
p,�"
'1
6,_2„
11,
11'
121
C
9' 1
330
H
10'-110-0'
10'-610,-3"
B
120
10'-1"9,-7"
10'-6"9
229
O
-2"
9'-10"
6„
12,
10'-110,-8" 121
C
9'-6"
331
Fi
9'-8°
9'_8"
C
121
9'-8"
9 -8
230
9 6"
9'-7"
9'-4"
9'_2„
8'-9"
V
2
ATTACHED
FREESTANDING
Z
ATTACHED
FREESTANDING
Z
>_
MAX•POST
FTG.
MIN.
MAX.PING
FTG.
MIN.
MAX -POST
MAX.POST
FTG
MIN.
MAX.POST
MAXPOST
FTG
MIN.
MAX.COLSPACING
SPACING
F o
>o
0-
ON SLAB
m 3
SPACING
( IN.)
POST
SPACING
( IN.)
POST
SPACING
FOR DBL.
SPACING
FOR 3'xB"
(IN. )
POST
SPACING
FOR DBL
SPACING
FOR 3'x8'
(IN.)
POST
m
(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
„
16'-9"
17
14'-7"
32
I
14'-1
15'-4"
16
14'-1
15'-2"
31,9---7,
11,x„
6,
15'-13,-9"
120
B
13,_ 1"3-3"
334
I
13'-713,-1"
14'-113,-7"
B
17
13'-712,-6
G
6'
J
9
9,_9„
7,
14'-12,-9"
120
B
12'-4 2,�„
333
H
12'-712,-2"
13 -112,-7"
B
120
12'-711-7
7"3
G
7'
J
8'-6"
8'
13'3"
18
B
11'-7"
30
H
11'-9"
12'-3"
B
18
11'-9"
G
8'
11-10
2011'7"
32
J
11'-4"
119
2010'-10"
J
7,_7„
9'
12'-7"
19
B
11'-0"
30
H
11'-2"
11'-7"
B
18
11'-2"
11'-4"
29
G
9,
ILL
11'-3"
21
11'-0"
32
I
10'-9'
11'-2"
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'
10'-8"
21
B
10'-4"
32
G
10'-2"
10'-7"
21
9'-9"
9'-10"
30
11'-4"
19
C
9'-10"
30
H
10'-1"
10'-6"
B
19
10'-1"
10'-3"
29
G
11'
O
10'-2"
22
9'-10"
32
I
9'-9"
9'-10'
21
9'-3"
9'-0"
31
12,
10'-19°_9"
2 22
C
9'-6"
333
H
9 -8"
9 -8"
(;
122
9 -8"
9'-4"
231
G
12'
9'-6"
J
9, �„
9,_1„
9,-0"
8,-3„
V
2
N
N (0 LO
Z
CD
Lu m c-)
U
Z
� �
6
'.)
0z< LO
0 LO
CD
'
CO O
cV �
rn
/Q�FESS I0�\
,��' o K F
S 5885
OF C
03-11-16
DURALUM
IAPMO 0195
,
REVISIONS
NAR!( I DATE I DESCRFTIDN
4 STEL JOB 9 16.1071
DATE 03-0916
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
Z N
W o 0i
Z wrn«c'•
rn
. o
6wu._
,uWw>—
Lo
mU)U-)
clN
Qp�F ESS 1l
S 5885 �
OF Cpl \FCS
03-11-16
DURALUM
IAPM0 0195
AHJAPPROVAL
REVISIONS
mk" DATE DESLPiTpN
4 STEL JOB # 16-1071
DATE 03-0316
DRAWN BY AT
CHECKED GM
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35 OF 50 SHEETS