BPAT2015-005078-495 CALLE TAMPICO
T� D
O
VOICE (760) 777-7125
LA QUINT,A, CALIFORNIA 92253
FAX
FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT
(760) 777-7153
BUILDING PERMIT
Date: 8/5/2015
Application Number:
BPAT2015-0050.
Owner:
Property Address:
81378 JOSHUA TREE CT
BARBARA CARL50N
APN:
764790056•
81378 JOSHUA TREELN2C
Application Description:
CARLSON RESIDENCE ALUMAWOOD PATIO TOTAL160 SQ F
LA QUINTA, CA 92253
Property Zoning:
Application Valuation:
$2,000.00
Applicant: V �� U Contractor:
VALLEY PATIOS INC DBA VALLEY C VALLEY PATIOS INC DBA VALLEY C
37897 CHESTERFIELD STREET AUG 0 5 2015 37897 CHESTERFIELD STREET
INDIO, CA 92203 INDIO, CA 92203
CITY OF LA QUINTA
OOMMUNITYDEVELOPMENTDEPARTMENT• (760)534-4634
Llc. No.: 937811
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
"cense Class: C-8, C51 License No.: 937811
/Date: Contracto .
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Divisi?n�
of the Business and Professions Code) or that he or she is exempt therefrom and they
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant f0fa
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(_) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(� I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
( I I am exempt under Sec. 4 i 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. Q.
Lender's Name:
Lender's
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Cod=_, 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.1 should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: Applies
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 subjec- 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.
'bate: Signature (Applicant or Agent)
DESCRIPTION
FINANCIAL INFORMATION
ACCOUNT
QTY
.AMOUNT
PAID PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK # CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSAk $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$0.00
PAID BY .
METHOD •
RECEIPT#
'CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #•
CLTD BY
Total Paid forPATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00
DESCRIPTION .
ACCOUNT'
QTY
AMOUNT
PAID
PAID DATE
SMI - RESIDENTIAL
101-0000-20308
0
$0.50
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forSTRONG MOTION INSTRUMENTATION SMt $0.50 $0.00'
TOTALS:• 0•
Description: CARLSON RESIDENCE ALUMAWOOD PATIO TOTAL160 SQ F
CONDITIONS
Type: PATIO COVER
Subtype: Status: UNDER REVIEW
Applied: 8/5/2015 EVA
Approved:
Parcel No: 764790056 Site Address: 81378 JOSHUA TREE CT LA QUINTA,CA 92253
Subdivision: TR 30023-6
Block: Lot: 135
Issued:
Lot Sq Ft: 0
Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $2,000.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
EMAIL
Details: ALUMAWOOD PATIO COVER 12 1/2 LN FT X 13 LN FT TOTAL OF 160 SUARE FEET PER APPROVED PLANS. 20131BC & 2013 CBC.
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESSI
CITY STATE
. ZIP
PHONE
FAX
EMAIL
APPLICANT
VALLEY PATIOS INC DBA VALLEY C
37897 CHESTERFIELD
INDIO CA
92203
STREET
CONTRACTOR
VALLEY PATIOS INC DBA VALLEY C
37897 CHESTERFIELD
INDIO CA
92203
STREET
OWNER
BARBARA CARLSON
81378 JOSHUA TREE
LA QUINTA CA
92253
LN2C
Printed: Wednesday, August 05, 2015 4:29:27 PM 1 of 2 �fw'•�
�ii 1:.1 SYSTE1v1S
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
C
BY
BY
BSAS SB1473 FEE
101-0000-20306
0.
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
PATIO COVER, STD,
101-0000-42404
0
$97.17
$0.00
OPEN
PATIO COVER, STD,
101-0000-42600
0
$95.72
$0.00
OPEN PC
1
Total Paid forPATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00
SMI - RESIDENTIAL
1 101-0000-20308 1
0
$0.50
$0.00
Total Paid forSTRONG MOTION INSTRUMENTATION SM! $0.50 $0.00
TOTALS:•4 00
BOND INFORMATION
Printed: Wednesday, August 05, 2015 4:29:27 PM 2 of 2Pw
SYSTEMS
Bin #
City of La Quinta
Building Si: 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: -7 g osI�VG� fQe Lam_
Owner's Name: t>a,✓bo- rc, Ca, r ( -so ri
A. P. Number:
Address: g 137 $ J os Wa Tree L Y-\
Legal Description:
City, ST, Zip: Lp- QV 1 r%J11 OI -L Z3
(
Contractor: a 1 D d
P, � 5
1
Telephone:
Address: 2, 7 0 Cj 1 l Sr
Project Description: �/ gyp. t,106 C�a
City, ST, Zip: -a C><) `i Z 2-93
ej
TeleP h0 ne• 6
b 0
`
'
State Lic. # :#..-. �/3%B�
City Lic.
t X 1 3
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
3
-
Con structi n aneY
Type: e: Occupancy:
:
State te Ltc
�ci rete ne • w Add'n Alter Repair Demo
Name of Contact Person: A -,,,o( S ��
Fl
Sq. Ft.: �
#Stories:
#Units:
Telephone # of Contact Person: 7GQ 57)L/ - V63 y
Estimated Value of Project: 2 000
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, 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:-
'"' Reyiew, 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
CO c Cir
0
0 � �
Zm90
c
C7- Driveway
Carlson Residence
81378 Joshua Tree Ct.
La Quinta, CA 92253
Proposed Alumawood Patio
Cover
Existing
Patio
Cover
i
41•
Trilogy at la Quinta
60-750 Trilogy pkwy
La Quinta, CA 92253
fr�
Ph: 760-777-6059Trilogy
Fax; 760-777-1-162.620
Tw.�• a� t.� Q`L[a 16Y4.orc� aoKLtlaa
July 30, 2015
Leroy Carlson
RE: Design Review Modification Conditionally Approved
81378 Joshua Tree Ct Customer
/ ID #: TRLAQ-1041-01
Dear Leroy Carlson :
We are pleased to inform you that your plans for installation of new'paver,_decking to match existing and
relocating bbq,:received on July 21, 2015, have been approved by the Design Review Committee with the
following conditions: 1, 9, 19, 20 and 22 (see attached copy).
Please note: Any damages caused by contractors due to construction must be repaired all irrigation and
landscape shall be restored to the origi al condition.
This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on
any property other than that of the applicant. This approval is related solely to the items reserved for approval
by the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of,
work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading
and drainage design. You are urged to obtain the services of a state licensed professional for consultation as
needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure
compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve
you from obtaining any necessary building permits from the governmental agencies involved to ensure
compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you
for your patience in this matter and for complying with the Association's policies and standards.
Sincerely,
For the Design Review Committee,
Mirna Hernandez
Asst Manager On -Site Property
osures
c: Board of Directors
w
I
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: DESIGN REQUIREMENTS:
WIND SPEED CONVERSION TABLE:
GOVERNING CODES : RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC &
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER I. M
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 LEVEL 25, 30.40 & 50 psf)
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20,25 AND 30 ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25, 30, 40 & 50 psf)
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 ENCLOSABILRY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES,' IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHAI,L 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 FOT.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.
ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: 11, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S, = 0.6, Ste= 1.0, S.= 0.50
RESPONSE MODIFICATION FACTOR, R:1.25
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCACAUTHORITY 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. S
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.
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
SHEET INDEX : A7-40 VG//VEER//VG
SHEET # SHEET TITLE / DESCRIPTION STRUCTURAL ENGINEERING
f 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
SH -8 ............EXISTING EAVE CONNECTION DETAILS folD
Gfo
®
SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH -10 .........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT D L
SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. CO
ICE TUBE TO RAFTER
SH -13 ..........HOWO DEOTERMI ETTRIBUTARY WIDTH & FAN BEAM DIETADS AIL
SH -14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-1
SH -18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 1 �1CiD A�
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 1
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF - 30 MPH `
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S. , 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
SH - 39-40 ...:.LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 412 .....LATTICE COVERS ATTACHED &FREESTANDING BEAM SPANS, 30 PSF S.L - Iva
SH -
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SP
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SP N , 0 PSF S.L, 110 30 MP
SH -47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS -
SH -48 ..........SNOW DRIFT DESIGN ��j
SH -49 ..........SPAN REDUCTION FACTOR TABLES ��(�I�-'J(1� LS�-C�
SH -50 .......... ADDITIONAL-S-T-ATE-LICENS ERU STAMPS
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$58.85
OF CALF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
i
REVISIONS
MARK DATE OMROMON
4 STEL JOB It 15-1071-1
DATE 31312015
DRAWNBY MAP
CHECKED DKR
TITLE SHEET,-- -
-DESIGN LOADS,
GENERALNOTES
T-0
0 OF 50 SHEETS
A o B o C o D o E o
ATTACHMENT
ROOF PANEL SEE TABLES SEE DETAIL A, B & C,
SHEET 4 FOR ROOF
SHEET 8
PANEL ATTACHMENT TO
NOTE: NO SPLICE AT EX IOR POSTS
SUPPORTING WALL
LENGTy
HANGER & BEAM.
SHEET 8
O.
SPI
"O.H." NOT TO EXCEED 25%
CHANGEABLE WITH ANY OTHER
OF ROOF PANEL
COMPONTENT UNLESS OTHERWISE SHOWN.
ALLOWABLE SPAN
SPA
SEE DETAIL 11, SHEET 12-----/
Po
FOR MANDATORY SPLICE.
SP,
OSTSp,
' NO BEAM SPLICE AT
EXTERIOR POSTS.
SEE TqB
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
OF ROOF PANEL
1 NUMBER OF REQUIRED COLUMNS
FOR MANDATORY SPLICE.
.1 �
3=
.1 -
SOLID PANEL STRUCTURES
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
3 1/2" SLAB ATTACHMENTS
WW
MAY BE USED
NOTE: NO SPLICE AT EX IOR POSTS
WHERE PERMITTED.
LENGTy
SEE TABLES
SHEET 8
A/VO OF STRUC
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
5 SHEET 4 FORTROOF PANEL LENGTy
SUP ORTNG BEAM. �fi OF STRUCTURE VARIES
a�
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
B SEE DETAIL 11, SHEET 12
FOR MANDATORY SPLICE. PS SPAN/ BEAM - SEE TABLES
NO BEAM SPLICE AT SFS SPgC//yG FOR POST SPACING =
EXTERIOR POSTS. ~
gBLES
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MAY BE USED gCLOW�LESpgN
TO CONSTRAIN
7 FOOTING, SEE
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FOOT[
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0 CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
8 TYPE "C" FREESTANDING W/ CANTILEVER OPTION
0
1
3 1/2" SLAB ATTACHMENT- 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 MIN. 0.25" SLOPE
ATTACHMENT
SHEET 4 FOR ROOF PANEL
ROOF PANEL SEE TABLES
SEE DETAIL A, B & C,
LENGTy
SHEET 8
A/VO OF STRUC
SHEET 4 FOR ROOF
SyAL
PANESUPPORTING WALL
MIN. 0.25" SLOPE PER FT.
TyF PIvor
S3 T lE
D EC
SPA
/
TION AN
HANGER & BEAM.
- OF ROOF PANEL
O. .
/
/
"O.H." NOT TO EXCEED 25%
SEE DETAIL 11, SHEET 12
OF ROOF PANEL
FOR MANDATORY SPLICE.
ALLOWABLE SPAN
BEAM -SEE TABLES
NO BEAM SPLICE AT
SEE DETAIL 11, SHEET 12
poS
EXTERIOR POSTS.
FOR MANDATORY SPLICE.
SPAN/
BEAM - SEE TABLES
N M SPLICE AT
SEF TABLES NG
FOR POST SPACING
EXTERIOR POSTS.
OF S.,
FAM
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MAY BE USED
POSTS, SIZE VARIES
EXC NOT TO
SEE SHT. 11 FOR MINIMUM
'll
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NUMBER OF REQUIRED COLUMNS
m
Al Am
3 1/2" SLAB ATTACHMENT- 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 MIN. 0.25" SLOPE
n OF STRU
SHEET 4 FOR ROOF PANEL
PER FT O.H
CTURE VqR/E
ATTACHMENT TO
SUPPORTING BEAM.
O.H
BPA
SPA
"O.H." NOT TO EXCEED 25%
- OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12
11
FOR MANDATORY SPLICE.
POS SPAN/
T
BEAM -SEE TABLES
NO BEAM SPLICE AT
SE SPgC/
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FOR POST SPACING
EXTERIOR POSTS.
POSTS, SIZE VARIES
O./.I. NOT tl
T III
OF S.,
FAM
�LOwABLFSI'q/V
MAY BE USED
TO CONSTRAIN
'll
FOOTING, SEE
m
TABLES
ROOF
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
FOOTINGS _/ W
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
2 ti
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OF CAL
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCRFDON
4 STEL JOB # 15-1871-1
DATE 3l3(2015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH - 1
1 OF 50 SHEETS
A o B o C o D o E o F. o
OPEN LATTICE STRUCTURES
1
5
RAFTER, SEE TABLE
FOR SIZE
AND SPACING -
MAX. O.H. O.H
.p. 25% OF RAFTER
° op\ ^ALLOWABLE
RAFTER, SEE TABLES
6
S s psc/q y
FF
Fx/SrINGg
SEE SHT, 11 FOR MINIMUM
-
WALL LEDGER OR
?q Nw
o LENGTH OF STRUCTURE VARIES
PROOF OVERHANG,
MANDATORY BEAM SPICE - SEE
MAX O.H. H
SEE DETAIL AB 8 C,
RAFTER
NO BEAM SPLICE AT
SHEET 8.:
OST CROSSSECT'I
2S'4.r ALLOWABLE
SPAN
MAY BE USED WHERE
SEE POST DETAI
l SpgC
�S(FS NG
PERMITTTABLES.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
7
�(FSFgy NG
FOOTING WHERE REQUIRED,
2
NOTE: EACH COMPONENT IS INTER-
pp
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
SF SlSp
Fr9e(FSiyG
FOOTING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN.
TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
•
FOOTING SEE TABLES '
B TYPE "G" FREESTANDING
MANDATORY BEAM SPICE - SEE
i
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l J% DETAIL 11, SHEET 12A
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EXTERIOR POSTS
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3
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NUMBER OF REDUI
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FFrge�S
COLUMNS
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6
ATTACHMENT
WHERE
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AOSrSaPERMITTED./
USED
°
NOTE: EACH COMPONENT IS INTER-
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SEE TABLES
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
S
FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE TABLES
—'MAY NOT BE COVERED.
-
0
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
5
RAFTER, SEE TABLE
FOR SIZE
AND SPACING -
MAX. O.H. O.H
.p. 25% OF RAFTER
° op\ ^ALLOWABLE
RAFTER,SEE
MAX O.H.
25% OF RAFTER
ALLOWABLE
SPAN
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
LENGTH OF STRUCTURE VARIES
o I o
�� NGe�i(p/NG
a NN
X
6
S s psc/q y
FF
SEE SHT, 11 FOR MINIMUM
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060
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0
ANG
MANDATORY BEAM SPICE - SEE
• DETAIL 11, SHEET 12
NOTE: EACH COMPONENT IS INTER-Oo
NO BEAM SPLICE AT
31/2' SLAB ATTACHMENT
OST CROSSSECT'I
EXTERIOR POSTS 'OOS
SFF
MAY BE USED WHERE
SEE POST DETAI
l SpgC
�S(FS NG
PERMITTTABLES.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
7
3 1/2' SLAB
FOOTING WHERE REQUIRED,
MAY BE USED
NOTE: EACH COMPONENT IS INTER-
pp
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
SF SlSp
Fr9e(FSiyG
FOOTING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN.
TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
o MAY NOT BE COVERED.
FOOTING SEE TABLES '
B TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
RAFTER,SEE
MAX O.H.
25% OF RAFTER
ALLOWABLE
SPAN
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
LENGTH OF STRUCTURE VARIES
o I o
�� NGe�i(p/NG
a NN
X
POST WITH SIDE PLATES
S s psc/q y
FF
SEE SHT, 11 FOR MINIMUM
qS G
NUMBER OF REQUIRED
(FS
COLUMNS
NOTE: EACH COMPONENT IS INTER-Oo
�M
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31/2' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
s
�cF qC N�
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MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
PERMITTTABLES.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
— 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.
25% OF RAFTER LO
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,B 8 C
SHEET 8.
LENGTH OF STRUCTURE VARIES G
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12 POST CR SSSECTION,
NO BEAM SPLICE AT OSr SEE POST DETAIL,
EXTERIOR POSTS FFr� qC/N
(FS G 3 1/2' SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER -TO CONSTRAIN
S rSa FOOTING, SEE
CHANGEABLE WITH ANY OTHER FFr q�, TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.<FSN
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES
MAY NOT BE COVERED.
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
WUN06
00
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COD S 5885
OF CAL \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
"ORX DATE DESCRIPMIN
4 STEL JOB k 157071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
-S-H-- 2 -
2 OF 50 SHEETS
V V I
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
24" TRI -"V" PAN
ALUM. ALLOY 3004-1-136 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
12" x 3 1/2" W PANEL
24" TRI -"V" PAN
LUSL
ROOF LIVEISNOW LOAD, I
WSL
PANELT
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
]80
880.70 0.6524"x2}4"x0.032"0.90
(IN.)
.020(l)
88 - - - -
10'-3"
10'a"
10'-3"
10'-3"
10'-3"
10'-3"
.018
11'-1"
11'-2"
10'-7"
10'-r
9'-11"
14'-r
15'-3"
15'-3"
15'-3"
15'3"
15'-3"
15'-3"
020
"
.024
12'-3"
12'3"
12,_3"
12,_3"
12,_3"
12,_3"
10
.024
12'-r
128"
10
'-1'
17'-7"
10,4.
9,_9.
9,_9,
9,_2.
9,_3.
8,_7.
032
`l6-6'
14'-3"
14'3"
14'-3"
14'-3"
14'-3"
14'-3"
13'7"
.032
14'-9"
14'-9"
14'-0"
14'-1"
13'-3"
5'-10"
19'-7"
19'-r
12' 8"
121"
12,_1"
11,_2•
11,_3„
10,-8•
040
8'4"
8'4"
8'4"
8'4"
8'-4"
8'4'
.018
16'-8"
16'-9"
15'-9"
'4'
11'-3"
7'-9"
7'-5"
7'-5"
7'-2'
7'-2"
6'-10"
.020 (1)
10,_1"
101_1•
101_1"
101_1"
101_1"
10,_1"
20
.02a
15'-7"
15'-7"
18'-0"
18'-0"
18'-0"
12'-0"
12'-0"
12'-0"
B'4"
8'-5'
8'-1"
8'-1"
7'-9-
'-9"12'-1"
.024
12' 1"
12'-1"
12'-1"
12._1"
12,_1"
12,_1«
.032
10'-9'
10'-9"
10'-3"
10'4"
9'-10"
20
14'-0"
14'-8"
14'$"
,4'-8"
9'$"
9
9'-9"
15' 6"
.032
7'-3"
7'-3"
7'-3'
T-3"
7'-3"
T-3"
17'-7"
.018
13'-3"
12'-9"
12'-9"
124"
12'-4"
11'-7'
19'4"
16'-3"
7' W
7'4"
7'4"
7'-1"
T-1"
6'-10"
oao
8'-9"
8'-9"
8'-9"
8'-9'
8'-9"
8'-9"
25
.024
15'-1"
14'-7"
14'-7"
14'-1"
13'-2"
14'-10
14'-10
8' 8"
8'4"
8'-5"
81•
8'-1"
7'-9•
16-10
.020 (1)
9'$"
9'-8"
9'-8"
9' 8'
9'-8"
9'-8"
10'-2"
.032
9,_10.
9,_3.
9, 5.
8,_, t.
9,_0.
8,-0.
12'-1^
12'-1"
10 $"
10.2"
102"
9'-7"
9'-8.
9'-2"
.024
6'-7'
6'-r
6'-7"
6'-7'
6'-7"
6'-7"
.018
r
10'x"
10'-2"
10'-3'
9'-9"
25
B'-9"
7'-3"
7'-0"
7-0•
6'-9"
6,_10"
V-7-
10'4"
10'-3"
8-3-
8'-3"
8'-3"
8'-3'
8'-3"
8'-3"
30
.024
11'4"
11'-4"
12'-7"
12'x"
12'-2"
12'-3"
11'-8"
13'_3"
8'-3"
8'-0"
8'-0"
7'-9"
7'-9"
7'-5"
9'-1"
9'-1'
9'-1"
9'-1"
9'-1"
9'-1"
.032
14'-4"
14'-2"
13'-7"
13'-8"10'-W
9 8"
9 -9"
9'-10"
9'-6"
9'-6"
9'-1"
9'-2"
8'-10"
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
12" x 3 1/2" W PANEL
FOR ROOF PANELS
LUSL
ROOF LIVEISNOW LOAD, I
ROOF PANEL TYPE
10
20 25 30 40 50
12"x3 "x0.020"
0.88 0.83 0.75 0.80
24'x2)4"x0.018"
0.85
0.65 0.65 - -
24'x2}4"x0.024"
0.90
]80
880.70 0.6524"x2}4"x0.032"0.90
PAIN) T
.020(l)
88 - - - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
' APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
B
F5'
ALUM. ALLOY 3004-H36 OR EQUAL
6" / B" x 2 X" FLAT PAN
.09R (I.S,�
.77' J
41.921'.7
KED RADII .0611
25'�
T= (SEE TABLE BEL0045•
TYP.
L92' .75' L9
25'
6.00'/8.00
ALUM. ALLOY 3004-H36 OR EQUAL
12" x 3 1/2" W PANEL
B" x 2 Y2" FLAT PAN
LUSL
PANELT
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
13,_9•
13,_9"
13,_9"
13._9"
13._9'
13,_9"
PAIN) T
.020(l)
PH SEX
130 PH SPAN
EXP.B C EXP.B EXP.0 EXP.B EXP C
EXP B I EXP.0 EXP.B C EXP.B EXP.0
12'-0'
11'-1"
11'-2"
10'-7"
10'-r
9'-11"
14'-r
15'-3"
15'-3"
15'-3"
15'3"
15'-3"
15'-3"
020
.024
020
13'-2"
12'-r
128"
10
'-1'
17'-7"
17'-r
17'-r
17'-7"
17'-7"
17'-r
12' 6"
032
`l6-6'
11'4"
11'-6'
10'-9024
13'7"
13'-r
14'-9"
14'-9"
14'-0"
14'-1"
13'-3"
5'-10"
19'-7"
19'-r
19'-r
19'-r
19'-7"
19'-7"
W12'-6"12'-6"
040
0245'-10"
1 T-7'
16'-8"
16'-9"
15'-9"
'4'
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
.020 (1)
15'-7"
15'-7"
15'-7"
15'-7"
18'-0"
18'-0"
18'-0"
12'-0"
12'-0"
12'-0"
12' 6"
, 2'-0"
12'-0"
.024
11'-2"
10'-9'
10'-9"
10'-3"
10'4"
9'-10"
20
14'-0"
14'-8"
14'$"
,4'-8"
14'$"
14'$"
16'-2"
15' 6"
.032
15'-0"
15'-1'
14'-3"
17'-7"
17'-7"
17'-7"
17'-r
13'-3"
12'-9"
12'-9"
124"
12'-4"
11'-7'
19'4"
16'-3"
16'-3"
16'-3"
16'-"16'-3"
16'-3"
oao
11J<3
.040
15'-1"
14'-7"
14'-7"
14'-1"
13'-2"
14'-10
14'-10
1'_1
11._1
11,_1•
11._1.
17' 6"
16-10
.020 (1)
>9'-1
16'-0"
16'-0"
10'-2"
10'-2"
10'-2"
9,_10.
9,_3.
9, 5.
8,_, t.
9,_0.
8,-0.
12'-1^
12'-1"
12'-0"
IT -O'
12'-0"
12'-0"
12'-0"
12'-0"
.024
.020
r
10'x"
10'-2"
10'-3'
9'-9"
25
B'-9"
8'4"
13,_2"
13,_2•
13,_2•
13,_2•
13,_2"
10'4"
10'-3"
.032
9'-10"
9'-5"
11'4"
11'4"
11'4"
11'4"
11'4"
11'-4"
12'-7"
12'x"
12'-2"
12'-3"
11'-8"
13'_3"
V14'-22"
14 _2 -
14 _2"
14.2"
14.2"
.024
14'-4"
14'-2"
13'-7"
13'-8"10'-W
9 8"
9 -9"
9 -3"
9 -5"
V l V
, 0'-0"
10'-6"
10'-6'
11'-8"
11'-8"
.020(1)92"
11 _3•
10 _7"
13'-0"
13'-0"
V14'_2-
13'-0"
13'-0"
13'-0"
B9'
8'11"
8'-5"
8'-6"11,_3"
15'-0'
11,3'
11,_3"
11,3"
11,_3"
.024
.032
10'-0'
10'-1"
10'-2"
9'-r
9'-9
11'4"
30
1,'-0"
12' 6'
12'-6"
12'-0"
12'-6"
12'-0"
12'-6"
13'-7"
13'-0"
.032
12'-8"
14'-6"
14'$"
14'-6"
14'-6"
14'-6"
14'-6"
12'-6"
12'-1'
11'-1D
1,'-6"
11'-6"
11'-1"
16'-8"
13'4"
13'-4"
13'4"
13'4"
13'4"
I Ti
.040
.040
14'-2"
, 3'-B"
13'-0"
13'-0"
13'-3"
12'-0"
12'4"
12' 6"
11'-10"
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
14'-10
.020(l)
14'-3-
919.
9'-9"
9'-9'
9'-9"
9'-9"
9'-9"
8'-1"
8'-1"
7'-10'
7'-10"
7'-6"
10'4"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
024
.020
9'-5"
9'-1"
9'-1"
8'-10'
8'-10"
8'-r
40
B'-3"
11'4"
11'4"
11'4"
11'-4"
11'4"
11'4"
9'-8"
9'-9"
.032
10'4"
10'4"
10'4"
10'4"
10'4"
104"
11'-3"
11'-1"
11'-0"
10'-7"
10'-6"
10'-3"
12,_2"
12,_2"
12,_2'
12,_2"
12,_2"
12,_2"
.040
.024
12'$"
12'-4
12'4"
12'-1"
9'-7"
T-2"
9'-3"
V-10"
8'-2"
8'-2"
8'-2'
8'-2"
8'-2"
8-2-
11'-0"
.02!0 (1)
11'4"
11'4"
11'4"
11'4"
11'4"
11'4"
7'-1"
7'-1'
7'-,"
6'-11"
6_11•
12.1•
9'-2"
9'-2"
9'-2"
9'-2"
9'-2"
9-2-
.024
.032
11'-10"
11'-3"
11'-3"
10'-9"
So
10'-4"
10'-7"
1o' -r
0' 7"
1o' -r
13'$"
13'-1"
13'-2"
12'-4"
.032
12'-3"
12'-3"
12'-3"
12,_3"
12,_3"
12,_3•
13,_1•
9 7"
9'-7"
9'-r
13,_1"
13,_1•
11'-3"
11'3"
11,3•
11,_3•
11 _3•
11.3"
.D40
.040
„'-0"
,0'-10"
10'-10"
10'-7"
12'-3"
12'-4"
6" / B" x 2 X" FLAT PAN
.09R (I.S,�
.77' J
41.921'.7
KED RADII .0611
25'�
T= (SEE TABLE BEL0045•
TYP.
L92' .75' L9
25'
6.00'/8.00
ALUM. ALLOY 3004-H36 OR EQUAL
Ll
I -C.0 "
W �04 o
zo1�
w a�
u�W
W
W ch
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cQ M
FESS I(�
S5 85
1
OF CAI�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KAM DATE DESCRIPTION
4 STEL JOB # 157071-1
DATE Y3015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
B" x 2 Y2" FLAT PAN
6" x 2 X" FLAT PAN
LUSL
PIN.)
110 PI S� 1
120 MPHSPAN
130 PHSPAN
LUSL
PAIN) T
PH SEX
130 PH SPAN
EXP.B C EXP.B EXP.0 EXP.B EXP C
EXP B I EXP.0 EXP.B C EXP.B EXP.0
12'-0"
12'-6"
12'-0"
12'-6"
14'-r
14'-r
14'-r
14'-r
14'-7"
14'-7"
020
020
'-1'
10'3"
9'-0"
9'r
9'-0"
12' 6"
12'-0"
12'-0"
11'4"
11'-6'
10'-9024
13'7"
13'-r
13'-7"
13'-r
5'-10"
5'-10"
5'10"
5'-10"
5-10"10
W12'-6"12'-6"
0245'-10"
'4'
11' 6"
10'-9"
10'-10'
10'-11013'4""
15'-7"
15'-7"
15'-7"
15'-7"
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"032
-'-1'
13' 4"
12'4"
12'-0"
12'-0"
16'-2"
15' 6"
15'-9"
15'-0"
15'-1'
14'-3"
17'-7"
17'-7"
17'-7"
17'-r
17'-7"
17'-r
19'4"
19' 4"
194"
19'4"
19'-4"
19'-4"
040
.040
15'-7"
14'-10
14'-10
14'-1"
14'-2"
13'4"
17' 6"
16-10
17'-0"
16'4"
16'-0"
16'-0"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
12'-1"
12'-1^
12'-1"
12'-1"
12'-1"
IS' -4"
.020
.020
8'-9"
B'-9"
8'4"
8' 6"
7'-11"
10'-10"
10'4"
10'-3"
9'-9"
9'-10"
9'-5"
11'4"
11'4"
11'4"
11'4"
11'4"
11'-4"
13'-3"
13'-3"
13'-3"
13'-3"
13'_3"
13'_3"
.024
.024
20
10--l'
9 8"
9 -9"
9 -3"
9 -5"
V l V
20
12'-2"
11'-8"
11'-8"
11'-2"
11 _3•
10 _7"
13'-0"
13'-0"
13'-0"
13'-0"
13'-0"
13'-0"
15'-0"
15'-0"
15'-0"
15'-0'
.032
.032
11'-10"
11'4"
11' 6"
1,'-0"
11'-0"
14'-2"
13'-9"
13'-7"
13'-0"
13'-1"
12'-8"
14'-6"
14'$"
14'-6"
14'-6"
14'-6"
14'-6"
16'-0"
16'$"
Il
16'-8"
16'-8"
16'-8"
.640
.040
13'-0"
12'-10"
13'-0"
12'4"
12' 6"
11'-10"
15' 6"
15'-2"
15'-2"
14'-10
14'-10"
14'-3-
919.
9'-9"
9'-9'
9'-9"
9'-9"
9'-9"
10'4"
10'4"
10'4"
10'4"
10'-4"
10'-4"
020
.020
6'-11"
8'-B"
8' 8'
8'-3"
B'-3"
7'-10"
10'-0"
10'-1"
10'-3"
9'-8"
9'-9"
9'4"
10'4"
10'4"
10'4"
10'4"
10'4"
104"
11,_1"
11,_1„
11,_1"
11,_1"
111_1"
11 _1•
.024
.024
25
9'-11"
9'-7"
9'-7"
T-2"
9'-3"
V-10"
25
12'-0"
11'-6'
11'-7"
10'-10
11'-0"
10'$"
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
.032
11'-10"
11'-3"
11'-3"
10'-9"
10'-10
10'-4"
14'-1"
13'-r
13'$"
13'-1"
13'-2"
12'-4"
12'-3"
12'-3"
12'-3"
12,_3"
12,_3"
12,_3•
13,_1•
13,_1"
13,_1"
13,_1"
13,_1"
13,_1•
040
.040
13'-3"
12'-9"
12'-9"
12'-3"
12'-4"
11'-9"
15'4"
15'-1"
15'-1"
14'-8"
14'-9"
14'-1"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-9"
9'-9"
9'-9"
9'-9'
9'-9'
9'-9"
020.020
-7--10
8'-5"
8'-1'
7'-9"
7' 6"
9'-11"
9'-r
9'-r
9'-2"
9'4"
8'-11"
919.
919.
9.9.
91-9"
91-9
_9.
919.
10'4"
10'4"
11
10'4"
10'-1"
10'4"
024
024
30
9'-0'
9'-1"
9'-2'
8'-10"
B'-11"
8'4"
30
11' 4"
10'-9"
11'-0"
10' 4"
10'-0"
9'-11"
10'-9'
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
11'4"
11'4'
11'4"
11' 4"
11' 4"
11 4'
.032
.032
11'-1"
10 8"
10'-9"
10' 4"
10'4'
10'-0"
13'-2"
12' 8"
13'-0"
12' 6"
12'-7"
11'-10"
11'-r
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
12'-3"
12'-3"
12'-3"
12'-3"
12'3"
12'-3'
.040
.040
12'-7"
12'-2'
12'-2"
11'-8"
,1'-9"
11'-3"
14'-9"
14'-6"
14'-7"
14'-1"
14'-1"
13'-7"
8'4"
8'4"
8'4"
8'4"
8'4"
8'4"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
.020
.020
7' 8"
7'-6"
T-6"
7'-3"
7'-2"
6'-11"
9'-1"
8'-10"
8'-10"
8'-T'
024
9 -0"
-0"
P>8
91-0.
9 -0"
9. -0"
9 -0"
024
9'-6"
9'-0"
9-6-
9'-6"
9'-6"
9'-6"
40
8' 8'
8'-3"
8'-3'
8'-0"
8'-1"
7'-10"
40
10'-2"
9'-10"
9'-10"
9'-r
9'-8"
9'3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
12'-1"
12'-9"
12'-9"
12'4"
12'x"
12'-1'
.032
.032
9'-10"
9'-10"
9'-7"
9'-7"
9'-3"
10'-3"
10'-1"
10'-1"
9'-10"
9'-10"
9' 8"
.oa0
g7'-5'
10'-7"
10'-7"
10'-r
10'-7"
1o' -r
.oa0
11,_2"
11,_2"
11,_2"
11,_2"
11,_2•
11,_2"
11'-2"
11'-2"
10'-8"
10'-10"
10'-6"
13'-9"
134"
13'-0"
13'-1"
12'-r
020
T-5"
T-5"
7'5"
7'5"
7'5"
020
8'-3"
8'-3"
8'3"
8,_3
8,3"8,_3"6-5
6'-5"
6'-5"
6'-3"
6'-3"
6'-1'
7'-r
T -r
7' B'
7'-5"
7'-2"
024
8-3"
B-3"
8-3"
8-3"
8-3"
8-3"
024
8'-9"
8,_9"
8'-9"
8'-9"
81_9•
8'-9"
50
74"
T-3
T-3'
7-1"
7_V
6-11"
50
8'-9"
8-r
8-r
8-5"
84"
8-1
9-1"
9.1.
9 1"
9_1.
9 1"
91"
9,$.
9,$.
9,$.
9.1
9,-0.
9,$.
032
032
8'-9'
8'-r
8' 6'
8'-5'
8'4"
8'-3"
10-4
10'-3"
10'-3"
10'-1"
10'-1"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10'4'
10'4'
10'4
10'4"
10'4'
10'4"
.040
.040
9'-10"
9'-9"
9'-9"
9'-5"11'-10"
11'-r
i t'-9"
11' 6"
11' 6"
11'-2'
Ll
I -C.0 "
W �04 o
zo1�
w a�
u�W
W
W ch
C5 U
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cQ M
FESS I(�
S5 85
1
OF CAI�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KAM DATE DESCRIPTION
4 STEL JOB # 157071-1
DATE Y3015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
0
2
o
3
0
4
0
5
6
7
B
A o B o C o D 0 E o F o G o H o I o J
CRAFTER SPANS FOR-OPEN`LATTICE STRUCTURES- - - 110/120/130 MPH _ EXP. B & C,
LUSL
^T^
(IN)
z W
a 0
U)
TYP.
3" x 8" RAFTER
8.0'
.Z W
¢ cwi'
_moi
L. f2" X 6 1/2" RAFTERJr -
z w
a
vaioz
DBL. 2" x 6 1/2" RAFTER
110 MPH 120 MPH 130 MPH
LUSL
LLU-SL
^T^
CIN•)
110 MPH 120 MPH Z 130 MPH
LUSL
^T
iIN)
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.C,' EXP. B EXP.0
EXP.Bj EXP.0 EXP. B EXP.0 EXP.Bj EXP.0
10
.042
16"
29'-8"
26'-3"
29'-6"
26'-3"
29'-8"
26'-3"
28'-9"
26'-3"
29'-3"
26'-3"
26'-3"
25'-7"
I-`
}
�'
; .024
16"
'
16'-0"
14'-2"
15'-10"
14'-2"
16'-0"
14'-2"
15'-0"
`14'-2",
15'-9"
14'-2"
13'-8"
13'-9"
10
.024
16"
22'-6"
19'-10"
22'-4"
19'-10"
22'-6"
19'-10"
21'-1"
19'-10"
22'-2"
719'-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"
.'
24"
13'-1" 13'-0" 13'-1" X12'-3" + 12'-10" 11'-2"
11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3"
r24-
18'-4" 18'-3" 18'-4" 17'-3" 18'-2"
16'-3" 16'-3" 16'-3" 16'-3" 16'-3"
15'-8"
5'-10"
20
.042
16"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
21'-10" 21'-10" --21'-10" 21'-10"':::-2-'r-10"
•032
16"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7"
.032
16"
28'-7" 28'-6" 28'-7" 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"
10" —17'0" 17'-10" 17'-10" 17'-10" 17'-10"
24
16,_7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10"
14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'x"
24"
23'-4" 23'-3" 23'-4" 22'-8" 23'-1"
20'-8" 20'-8" 20'-8" 20'-8" 20'-8"
20'-10"
20'-2"
25
.042
16"
19'-8" 19'-8" 191-8" 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" 24'-3" 23'-2"
21'-9" 21'-9" -21'-9" 21'-9" 21'-9" 21'-2"
.042
16"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
30'-8" 30'-8" 30'-8" 30'-8" 30' 8"
32'-8"
29'-10"
24"
16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
17'-7" 17'-7" ---17'-7" —:1-7'-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"24'-4"
26'-8"
30
.042
16"
18'-1"
18'-1"
18'-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"
IT -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'-8"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
.032
16"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
21'-1" 21'-1" 21'-1" 21'-1" 21'-1"
22'-0"
21'-1"
24"
12'-1" 12'-1" 12'-1" 12'-1"
13'-8" 13'-8" 13'-8" 13'-8" 13'-8"
24„
12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
24"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
17'-3" 17'-3" 17'-3" 17'-3" 17'-3"
18'-0"
17'-3"
50042
16"
V2'-112'-1"
13'x" 1 T-4" 13'11" 13'-4" 13'-4"
5-0" 15'-0" 15'-0" 15'-0" 15'-0"
042
16"
19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
042
16"
26'-8" 26'-8" 26'-8" 26'-8" 26'-0"
25'-6" 25'-6" 25'-6" 25'-6" 25'-6"
26'-7"
25'-6"
24"
24"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3"
11'-2" 11'-2" 11'-2" 11'-2"
24
15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6"
14'-9"
24"
121'-10"-21'-10- 21'-10" 21'-10" 21'-10"
20'-10" 20-10" 20-10" 20'-10" 20'-10"
21'-9-
20-10"
* NOTE: SINGLE RAFTERS SPACED 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'-8"
15'-10"
24"
8'-1" 8'-1" 8'-1" 8'-1" 8,'-1" 8'-1"
9'-0" 9'-6" 9'-6" 9'-6" 9'-0" 9'-2"
24"
IT -4" 13'-4" 13'11" 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"
11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1"
24"
16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
12'-1"
12'-1"
12'-1"
11'-10"
12'-0"
11'-7"
17'-0"
17'-0"
17'-0"
16'-8"
16'-9"
16'-3"
042
16"
17'-4"
17'-9"
17'-4"
17'-9"
17'-4"
17'-9"
17' -4"W
17'-7
04225'-1"
16"
24'-6"
24'-6"
25'-1"
24'-6"
25'-1"
24' -*'24
21"
24'-6"
25'-1"24"
13'-3" 13'-3" 13'-3" 13'-3"
20'-0" 20'-0" 20'-0" 20'
20'-0"14'-7"
14'-7"
14'-7"
14'-4
--V4"'-0-
20'-6"
20'-6"
20'-6"
26
20'-6"
0.042'
TYP.
8.0'
024' 6.
.024' 6. ,
032
.032'
.042'
.042'
F --2.0'—i
F--2.0'_�_MAX�.O'—I
* 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
4
2 ti.
W �o6
W c co LLI M
Z 0 U �
w aLLJ� -
0Lliz
U)
LlJ LLl
ch
o U
Q M
U) rn
rn
Q�FESS IQy9!
S5885
1
OF CAL�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL -
REVISIONS
MkRK DATE DESCRVnON
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
SH -5
5.OF_50-SHEETS
a_
I
0 0 o u o E o F o G o H o
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
2CN
ti
W
W U) CV co
M
2 zo Im
W aL11
U) Z w
w —
w LM
w
M
M
U 0?
Z 00
UQ M
rn
�FESSlpy9
S5885.
i
OF
CAL�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
M4RK I DATE DESCRIPTION
4 STEL JOB # 151071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL 8t 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
cc
NUMBER OF N❑.14 TEK OR
SMS
SCREWS
of
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
L.qWl
H
PER
FOOT OF BEAM
LENGTH
3
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH
120 MPH
130 MPH
EXP. B EXP. C
EXP. B EXP. C
EXP, B EXP.
C
EXP. BI EXP. C
EXP. B EXP. C
EXP. B EXP.
C
EXP. B EXP. C
EXP, B EXP. C
EXP. B EXP,
C
~
~
~
5
1 12
-
2
5'
1
1
1 1
1
1
5'
1
1
1 1
1
1
1
2
2
2
2
1
1
1 2
2
2
1 1
1 1
1
1
6
1 2
2
2
6'
1
1
1 1
1
2
6'
1
1
1 1
1
1
2
2
2 2
2
3
1
2
2 2
2
2
1 1
1 1
1
1
7
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
$�
1
2
2 2
2
2
$�
1
1
2 2�23
2
$�
1
1
1 1
1
1
2
2
2 3
3
3
2
2
2
3
1 1
1 2
1
2
9'
2
2
2 2
2
2
9'
1
2
2 2
2
2
9'
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 1
1 2
2
2
10
2
2
3
10'
1
2
2 2 '3—:5—'3—
2
10'
1
1
1 1--2-1-2
1
2
3
3 3
3
4
2
2
2
3
1 2
2
2
11
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'
23
2
2 3
3
3
13'
2
2
2 3
3
3
13'
1
1
1 1
1
2
4
4 4
4
5
2
3
3 3
3
4
2 2
2 2
2
2
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
2CN
ti
W
W U) CV co
M
2 zo Im
W aL11
U) Z w
w —
w LM
w
M
M
U 0?
Z 00
UQ M
rn
�FESSlpy9
S5885.
i
OF
CAL�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
M4RK I DATE DESCRIPTION
4 STEL JOB # 151071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL 8t FLAT PAN
SH -4
4 OF 50 SHEETS
1 .
0
2
0
3
0
4
0
5
0
.6
0
0
SPLICE
WHERE
)CCURS-
0.075'
TYP.
6.5" ROLLFORM
GUTTER FASCIA MAG BEAM
A ALUM. ALLOY B ALUM. ALLOY
3004-H36 6063-T6
MAX.
r, -")DBL. 2"X6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
J DBL.2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
7 DBL. 3"x8x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
0 DBL. 3"x8"x0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
B 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.
0
HEADER BEAM TYPES
GUTTER
EXT. CLIP
SPLICE
WHERE
TYP.
SPLICE
WHERE
4" I BEAM G
o G
=3"SQ.xt=0.188"
o
H
o
I o J
.y
=4"SQ.xt=0.250"
rn
T=12 GA.
ASTM A653 SS
GRADE 50 G60
.032'
ALUM.
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
c' ASTM A653 SS GRADE 501360
INSERT T=0.125'
WHERE ALUM.
)CCURS ALLOY
6063-T6
7
0.110'
TYP.
/ i
4.5 MAG UTTER 7" I -BEAM
ALUM. ALLOY ALUM. ALLOY " 25' r ALUM. ALLOY 6063-T6
6063-T6 6063-T6
K 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
.032' 3,
ALUM
K-,'\3"
3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
W/ 1 "C" INSERT
11 V ALUM. ALLOY 6063-T6
�' =1 2 R W/ 2 "C" INSERTS
r' ASTM H
5ALUM. ALLOY 6063-T6
'r• 7.8 ' A653 SS
GRADE 50 '
G60 NOTE:
I I WHERE 'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
'FULL LENGTH OF THE 7" I -BEAM.
0.625' I I
�J NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
3"x8"x0.042" BEAM , 1 EACH INTERIOR COLUMN WHERE 3
W/ 14 GA. STL. INSERT OR MORE COLUMS OCCUR. DO NOT
M _ CUT FLANGES AT END COLUMNS.
ASTM A653 GRADE 5U 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.
COLUMN / POST TYPES
(T)I DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
—�t.00•t•-
40' ALUM
s8' STEEL
.28'
C3" SQ. ALUM. POST
a ALUM. ALLOY 3004=H36
3 SQ -STEEL S
F ASTM A653 GRADE 50 CP60'
3" SQ. ALUM. POST .
DWITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
0.075' 3. '
TYP,
MAG POST
E
ALUM. ALLOY
6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
11
Z
=3"SQ.xt=0.188"
W
=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
11
Z
W
ti
W
o 06
� N M
ZO U
rn
LLJ
O7 LLI LL
LU W Cyi
MC7
U .�
Z 00
'
Q M
rn
MESS Iqy,�
. S 5885
OF C
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL -
REVISIONS
MARK DATE DESMON
4 STEL JOB # 15.1071.1
DATE - - 31312015 q
DRAWN BY MAP
CHECKED DKR c
HEADER BEAM TYPES, a
COLUMN / POST TYPES
_ B
SH -7
7OF50SHEETS I
v o u t o F o G o H o I o
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
ic
204 ti
Wr,_
`6
W Z L.�N rn M
OZ U rn
W ¢�
WF0w-
LU ui W M
MC5 U rn
Z00
U) M
C3)
rn
FESS I(�!
7o,
S5 85
1
OF CAI. QFC
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPnDN
4 STEL JOB # 151071-1
DATE 31=15
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
OZ ~
c. Z.
o
2"
X 6 1/2" RAFTER
zui
t wwi
u, o
DBL. 2" x 6 1/2" RAFTER
LUSL
(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
.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'
14'-8"
6"
14'-8"
14'-6"
14'-8"
14'-6"
24"
7'-6" T-6" T-6" 7'-6" 7'-6" 7'-6"
8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6"
24"
11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
11'-10 11'-10 11'-10 11'-10 11'-10'
11'-2"
11'-10"
30
.032
16"
12'-0"
12'43"
12'-6"
12'-6"
12'-6"
12'-6"
13'-1"
30
.032
16"
18'-7"
18'-4"
18'-7"
18'-4"
18'-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'-0"
10'-8"
15'-1"
15'-1"
15'
.042
16"
16'-0"
16'-0"
15'-9"
16'-0"
15'-9"
16'-0"
15'-9"r'15'-9"
16'-0"
16'-0"
15'-9"
.04222'-2"
22'-7"
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
r24""
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"
8'-0"
8'-0"
8'-0"
8'-0"
.024
16"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
2'-10"
12'-8"
24"
6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2"
24„
9'-10" 9'-10" 9'-10" 9'-10" 9'-10"
10'-4" 10' 4" 10'1" 10'x" 10'-4"
9'-10"
10'-4"
.032
16"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
11'-6"
10'-10"
11'-6"
.032
16"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
16'-4"
16'-1"
40
40
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
24„
12'-6" 12'-6" 12'-6" 12'-6" 12'-6"
12'-6"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
13'-2"
13'-2"
13'-2"
042
16"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
13'-2"
13'-9"
042
16"
19'-9"
19' 4"
19'-9"
19'x"
19'-9"
19'x"
19'-9"
19'-4"
19'-9"
19'-4"
19'-9"
19'-4"
F24"
10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9"
11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3"
24"
16'-2" 16'-2" 16'-2" 16'-2" 16'-2"
15'-10' 15'-10 15'-10' 15'-10' 15'-10
16'-2"
.024
16"
7'-3-
8'-2"
7'-3"
8'-2"
7'-3"
8'-2"
7'-3"
8'-2"
T-3"
8'-2"
7'-3"
8'-2"
.024
16"
10'-10"
11'x"
10'-10"
11'-4"
101-10"-101-1011
11'-4"
11' 4"
10'-10"
10'-10"
24"
5'-2" 5'-2" 5'-2" 5'-2" T-2" 5'-2"
5'-9" 5'-9" 5'-9" 5'-9" 5'-9"
24"
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
9'-4" 914" 9,�" 9'-4" 9'-4"
8'-3"
9'-4-
50
.032
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"
50
.032
16"
14'-8"
14'-6"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8"
24"
T-0" T-0" T-0" 7'-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"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
11'-9"
12'-6"
.042
16"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
17'-9"
17'-6"
24"
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24"
13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
14'-3" 14'-3" 14'-3" 14'-3"14'-3"
13'-7"
14'-3"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
ic
204 ti
Wr,_
`6
W Z L.�N rn M
OZ U rn
W ¢�
WF0w-
LU ui W M
MC5 U rn
Z00
U) M
C3)
rn
FESS I(�!
7o,
S5 85
1
OF CAI. QFC
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPnDN
4 STEL JOB # 151071-1
DATE 31=15
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"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
ic
204 ti
Wr,_
`6
W Z L.�N rn M
OZ U rn
W ¢�
WF0w-
LU ui W M
MC5 U rn
Z00
U) M
C3)
rn
FESS I(�!
7o,
S5 85
1
OF CAI. QFC
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPnDN
4 STEL JOB # 151071-1
DATE 31=15
DRAWN BY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH -6
6 OF 50 SHEETS
Id
0
2
3
4
5
6
u
0
8
A o
B
C o D o E o F o G
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
0
3116' STEELNOTE, BRACKET CAN BE
g^ 0 1/4.0 HOLES ,TYR LOCATED ANYWHERE ON EAVE.
0 NOTE: PROVIDE WATER
O TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
8 G TO DRAIN (OPTIONAL)
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
NOTE: WHERE COVER CONSTRUCTION INCLUDES
A34 FRAMING ANGLE
(E) WALL
DETAIL A OR B, SfTESPECIFIC ENGINEERING IS
SEE TABLE 2
OPENING
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
FASTENERS, SEE TABLE 3
> 8'
STUD WALL FRAMING WHERE ONE OR MORE OF THE
FOLLOWING CONDITIONS OCCUR:
0
3116' STEELNOTE, BRACKET CAN BE
g^ 0 1/4.0 HOLES ,TYR LOCATED ANYWHERE ON EAVE.
0 NOTE: PROVIDE WATER
O TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
8 G TO DRAIN (OPTIONAL)
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
- -
DESIGN
(E) WALL
COVER
LOADS
OPENING
PROJECTION
10, 20 psf
> 8'
> 18'
30, 40&50 psf
>6'
>14'
0
3116' STEELNOTE, BRACKET CAN BE
g^ 0 1/4.0 HOLES ,TYR LOCATED ANYWHERE ON EAVE.
0 NOTE: PROVIDE WATER
O TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
8 G TO DRAIN (OPTIONAL)
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
- -
0
EXISTING EAVE
ALLOWABLE PROJ. TO BEAM
RAFTER BRACKET
LEDGER OR WALL HANGER
OVERHANG
SEE TABLE 1
OF FASTENERS
CONNECTED
REQUIRED
TO EXISTING ROOF
�{
WITH FASTENERS V
11/4' 24"
2x60R 2.8 LEDGER
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER
LUSL
PER TABLES 3 & 4
MAXIMUM PROJECTION
(A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
ALUM. PANEL 2X OR
NUMBER AND TYPE
OF FASTENERS
EXIST. RAFTERS AT
110, B
2x WOOD STUD OR
120, B
120, C
3x ALUM. RAFTER
130, C
24' O.C. AT ROOF
1' MIN,
CONCRETE WALL
2" x4" FULL
RAFTER
EXIST. FASCIA BOARD
26'-0"
OVERHANG
F
/
3'
+
F
a=
(3}#14x3 1/2' W.
20 PSF L.L.
25 PSF S.L.
2X FULL DEPTH
40 PSF S.L.
50 PSF S.L.
2" x 6" NOTCHED
26'-0"
ALLOWABLE PROJ.
EXISTING EAV
WOOD SCAB,
1' MIN.
21'-2"
jo WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m 3 (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)
20
TO BEAM OVERHANG
SEE TABLE 1 (24' MAX)
2"x6" FULL OR
2"x8" NOTCHED
WHERE OCCURS,
I
26'-0"
NOTES PLACE 'SIKA FLEX' OR SIMILAR NOTE: BRACKET MAY BE
26'-0"
26'-0"
SEE TABLE 2
2"x8" FULL OR
2"x10" NOTCHED
MATERIAL BETWEEN BRACKET AND
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
COMP. SHINGLE R00FING TO PROVIDE MOUNTED BELOW RAFTER
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
SEAL W/ SAME CONNECTION'S.
EAVE CONNECTION
(A)
WALL CONNECTION
(A)
A
L EXISTING ROOF OVERHANG DESIGN LOADS,
Y2' 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (n,b)
B
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x6X"
ALTERNATE EAVE CONNECTION
C'
RDL = 3 psf OID�D TO 8 psf (MAX) RLL = 20, 25,
MINIMUM RAFTERS),NOMINAL 2"x8" (AT 3"xB" MINIMUM RAFTERS)
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, 6 50 psf
25'-2"
OR KILN -DRY. WOOD -FILLED 2"x634" OR 3"x8" ALUMINUM SECTIONS.
WITH A 10 psf MAXIMUM DESIGN LOAD.
2, EXISTING RAFTER ALLOWABLE BENDING STRESS IS
(A) (A) (A)
(A) (A) (A)
TABLE 1
TABLE
2
TYPE AND NUMBER
OR RAFTER
OF FASTENERS
CONNECTED
REQUIRED
TO EXISTING ROOF
AT ROOF PANEL
OVERHANG
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF
OVERHANG
MAXIMUM PROJECTION
(A) - SIMPS❑N A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
COVER
LUSL
NUMBER AND TYPE
OF FASTENERS
WIND SPEED (MPH) AND EXPOSURE
110, B
110, C
120, B
120, C
130, B
130, C
10
3¢' 0 SIMPSON STRONG -BOLT 2
SS AT 48' D.C. (n,b)
0
2" x4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
a=
10 PSF L.L.
20 PSF L.L.
25 PSF S.L.
30 PSF S.L.
40 PSF S.L.
50 PSF S.L.
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
25'x"
21'-2"
jo WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m 3 (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)
20
Y2' 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C.(n,b)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
5'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A)
(A)
(A)
25
Y2' 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (n,b)
6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B)
ZO
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
7,
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
(B)
(B)
30
S AT 36' C. (Rbc STRONG -BOLT 2
2"x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
40
C Rbc G -BOLT 2
S ATS36 SOC.ON STRONG-BOLT
2"X8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
2" x 4" FULL
26'-0"
26'-0"
26-0"
25'-2"
25'-4"
20'-7"
11'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
I
(B)
(B)
(B)
50
Jf' 0 SIMPSON STRONG -BOLT 2
SS AT 24' D.C. <n,b)
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12' (A) (A) (A) (A) I (A) (A) I (B) (B) (B) (B) (B) I (B) (B) (B) (B) (B) (B) (B)
2.55
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
TABLE 3 c
TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
+
FOOTNOTES TO TABLES 3 & 4:
a, EMBED ANCHOR 3' MINIMUM
INT❑ CONCRETE WALL AND
INSTALL IN ACCORDANCE
WITH ESR -3037
b, USE 3' S HSTAINLESS
STEEL WASHER WHEN
INSTALLING NEW WOOD
LEDGER AGAINST EXISTING
CONCRETE WALL.
c. WHERE ROOF -PANEL RAIL
OCCURS, USE Y2 DIAMETER
LAG SCREW IN LIEU ❑F C2)
Y41 DIAMETER LAG SCREWS.
2"x8" FULL
2"x10" NOTCCHHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
3O
2" x 4" FULL
16'-0"
1 16'-0"
16-0"
16'-0"
16'-0"
1 16'-0"
(C) - (2) X4' DIAMETER LAG SCEWS
(D) - DIAMETER LAG SCREW
(E) - DIAMETER LAG SCREW
2" x 6" NOTCHED
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
} 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
a=
2"x8" FULL
2"x10" NOTCCHH ED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
Z) ~o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
(EXP. B & C) (EXP. B & c) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & c)
40
2" x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
1- 1101 120 1 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130
2" x 6" NOTCHED
15'-6"
15'-6"
16-6"
15'-6"
15'-6"
15'-6"
2"x6" FULL OR19'-6"
2"x8" NOTCHED
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) . (C) (C) (D) (D) (D) (D) (D) (D)
6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
2"x8" FULL
2"x10" NOTCHCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D).
550
2"x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2" x 6" NOTCHED
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2nx6" FULL OR
2"x8" NOTCHED
15'-3"
. 15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
2"x8" FULL OR
2"x10" NOTCHED
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
12 (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
2 I`
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$5885
OF CAI. �F(
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
wvac DATE DESCwanO"
4 STEL JOB # 15.1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
CONNECTION DETAILS
SH-- 8--
8 OF 50 SHEETS
I
0
2
0
3
0
4
0
5
0
r+ n o p o u o t o F o G o H o I o J
HANGER CHANNELS AND MOUNTING BRACKETS
5740"SmE
STENERS, T=,060' TYP.
E TABLE 3, SHEET 4
FASTENERS, 078
1.50" SEE TABLE 3 SHEET 8 300' W
ALUM. 3004-H36 06 " .63 " N '
.25"R ,05 O
JA.75"
.010"X90 202" FASTENERS, SEE
t= 0.04" (2) DIA SEE SHEET 4 O
ccs C'ii cO .563" .281" .20 5'
(f) J
CONTINUOUS A- RAIL A
cFASTENERS ROOF PANEL � (WHERE OCCURS) p
04 c' riSHEET 8
SEE TABLE 3 .06 " `�
" FASTENERS, w ALUM.ALLOY FASTENERS, ,
SEE SHEET 4 6063-T6 }-1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY ALUM. ALLOY
6063-T6 AL 6063 T6 Y 6063-T6
O RO
HANGER OLL ED� O EXTRUDED HANGER/ CONNECTION O I.R. HANGER "H" BRACKET
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3)Y2"O LAG SCREWS\ .
10# L.L =(2)#14 SMS EA. SIDE
1 1/2"
SHEATHING
WOOD FILL OR
NOMINAL LEDGER
20#,25#,30# L.L=(3)#14 SMS EA. SIDE
(NEW OR EXISTING)
N 3
/BEAM SPLICE TO
f #14 SDS,
40#,50# L.L.=(4 #14 SMS EA. SIDE
T
o
11 OCCUR DIRECTLY OVER 5/8"0 PLASTIC
/ 3 PER SIDE
I
SEE TABLE 3,
h
I POST. NOT PERMITTED PLUG WHERE
j J
1'
-- ----------
3/4" OR 1 1/2"
6 SCREWS
@ 2 -POST UNITS SCREW IS INSIDE
Q
_
PER SIDE
a
2" x 6 1/2" OR
5"
5" #14 SMS MAY
BE USE AS
j
5" MIN. 3"x 8" ALUM.
3.5"
3.5" ALTERNATE TO
RAFTER
1/4"0 BOLTS
_
3.5"
3.5"
�
3HEADER
3"x8" ALUM.
_-
_ 3/4" OR 1 1/2___
8" BEAM
X
1,
`
U -BRACKET
�1 OR ❑2
.5"
UJ
EXISTING WOOD STUD FRAMING
SEE NOTES
` 3"x8" ALUM.
(E) STUCCO
BELOW
j
I 6 1/2" SIDEPLATE EA.
2 i2 (E) STUCCO /
RAFTER
241 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L=10 psf
I SIDE SEE POST SCHED.
2 EACH 1/2"0 x 3-1/2" LAG SCREWS L.L=20, 25 and 30 psf
#14 SMS EA. SIDE
PENETRATION BRACKET
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
TOP, MID HEIGHT
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
I
BEAM TO POST CONNECTION 08
6
1 1/2" OR 2"LATTICE
ALTERNATE 1/2"
BOLT CONNECTION
0
7
0
e
3-x 3"STL.POST (24')
INSERT ATTACHED OR
3"x 3"STL.POST COLUMN
FOR FREESTANDING
#8 S.M.S.
DDOOUNBLE RAFTER-
PLAALTERNATE:
4x#14 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
I } 4.5. OIR 6"
ALTERNATE:
(2)-2x6.5" OR
\ (2)-3"x8"HEAD
(2}1 /2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN.4O
#8 S.M.S. EACH SIDE
.—LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2} 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) -1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. O5
EXISTING
ALUMINUM MEMBER WITH
SHEATHING
WOOD FILL OR
NOMINAL LEDGER
J
(NEW OR EXISTING)
N 3
SEE NOTE, DETAIL B,
SHEET 8
o
SEE TABLE 3,
h
SHEET SRS,
EXISTING
l' STUCCO OR EQUAL
2.5' PENE. INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER O
ATTACHMENT DETAIL
DHL. 3'x8'x0.042 BEAM
OR DBL. 2'x6.5'x0.032'/0.042'
BEAM I
0 ACCESS
HOLES
3' SO. POST INSTALL 6 — #14
X %
LONG SDS E EACH
HEADER TO
COLUMN
(12 FASTENERS
PER
DOUBLE HEADER 7
COLUMN DETAIL
L ti
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KAR1! DATE DESCRUnON
4 STEL JOB # 15.1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
• A o B o -C o D 0 E o F. o G o H o 1 0
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
1
I
e ,
5
B
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
0 1.375"
• 0 a � x..7511
7 O
1.60"
1.5 .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 n
q 7/16"0 HO
FOR 3/8" A
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y" x Y8" HDG
WASHER PLATE AT ANCHORS
.157"•
TYP.
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T"BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
q 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3)-3/4"0 B
FOR POST TYPE F, G, H, I,
3" OR 4" SQ.
INSERT
>" x 0.188"
ASTM A500
GRADE B
STEEL
(4)- SS316 314.0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
POST
I I
INSERT "
(
9" SQ. X 5/8" THK. `-- `_'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Y4" 6 Y2" 1 Y"
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
2 M
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OF CA��Fd�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
WRK DOTE DESCRPTION
4 STEL JOB 9 15.1071-1
DATE 3/32015
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH.- 10
10 OF 50 SHEETS
TABLE 1
TABLE 2
z
"r" BRACKET @ 3 -SQ. POST
W/ (4)-#14 SMS EA SIDE OF POST
OR 1/2" M.B. THROUGH POST
POST
e
I
(2}3/8.0 STRONG -BOLT 2 SS
EA. BRACKET TO SLAB.
3 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
4
OEXISTING SLAB
ATTACHED COVERS ONLY O
ALUM.-rBRACKET USE WITH
POST POST TYPE B,C,D, OR E.
STEEL BRACKET OR 9" SQ.
BASE PLATE USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K.
SEE TABLE 1
d
a
DEPTH d A
v POURED CONCRETE
FOOTING SEE TABLES
QUARE --J40'
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLY
ATTACHED ONLY
1.
FOOTING & ANCHOR BOLTS
�!
ATTACHED AND
FREESTANDING
ALTERNATE FTG.
STEEL POST ONLY:
USE POST TYPE
I , t F, G, H, I, J OR K
I `
/ 1 1
1/2 DEPTH OF I I
FOOTING OR,� I 1
12' MIN. EMBD. I I
I
_I :J; I J
moi' 1 I .; U' m
r
w Z
W d
��•
(1)-1/2'0M.B. _
x9" LONG, 1'
FROM END co
OF POST .� Z
POURED --/SQUARE, SEE FTG.
CONCRETE SCHEDULE IN BEAM
FOOTING
\ !SPAN TABLES
�SQUARE POST EMBED.
O �—INTO FOOTING
SINGLE POSTS
FOOTING SIZE EMBED.
BOLTS
CUBE SIZE SQ. 18' DEEP 'CUBE FTG.
18" 18" SQ. 12"
1r -2r CUBED (1)
(2}3/8.0
17/8*
2p• 21" SQ. 12"
23" & 24" CUBED (1)
(2}12"O
31/4•
22" 25' SQ. 16'
24" 28' SQ. 20'
25• - 30- CUBED (2)
(4}12"0
3 1/4•
26" 32' SQ. 23'
31'-34"CUBED (2)
(4}5/8.0
4'
28" 35- SO. 25'
30" 39" SO. 28"
35' - 39" CUBED (2)
(4)-3/4.0
43/4"
32" 43"SQ. 30"
ao -4r CUBED (2 )
(4}3/4.0
4 3/4
34" 47' SQ. 32'
36' S1• SQ. 34•
NOTE: BOLTS SHALL BE SIMPSON STRONG•BOLT 2 SS
( ESR -303
1) MAY USESE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE.
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASEPLATE.
38" 55" SQ. 37"
60- SQ. 39"
42" 64' SO. 41'
44" 69' SQ. 43'
CUBE FOOTING W/312 STAB
5
B
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
0 1.375"
• 0 a � x..7511
7 O
1.60"
1.5 .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 n
q 7/16"0 HO
FOR 3/8" A
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y" x Y8" HDG
WASHER PLATE AT ANCHORS
.157"•
TYP.
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T"BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
q 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3)-3/4"0 B
FOR POST TYPE F, G, H, I,
3" OR 4" SQ.
INSERT
>" x 0.188"
ASTM A500
GRADE B
STEEL
(4)- SS316 314.0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
POST
I I
INSERT "
(
9" SQ. X 5/8" THK. `-- `_'
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Y4" 6 Y2" 1 Y"
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
2 M
W � `"'
W � N a°Oo
Z Lu m '
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S58.85
OF CA��Fd�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
WRK DOTE DESCRPTION
4 STEL JOB 9 15.1071-1
DATE 3/32015
DRAWN BY MAP
CHECKED DKR
COLUMN / POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH.- 10
10 OF 50 SHEETS
(J
0
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
}
Q�
2"X6.5"X0.032" SIDE PLATES
m
110 MPH 120 MPH 130 MPH
.5"
EXP. B
EXP. C EXP. B
EXP. C EXP. B
EXP, C
5'
2
2 2
3 3
3
6'
2
3 3
3 3
4
7'
2
3 3
4 3
1 4
8'
3
3 3
4 4
5
9'
3
4 4
4 4
5
10'
3
4 4
5 5
6
11'
4
4 4
5 5
6
12'
4
5 5
6 5
7
13'
4
5 5
6 6
7
a=
m
2"X6.5"X0.042" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. B
EXP. C EXP. B
EXP. C EXP. B
EXP, C
5'
2
2 2
2 2
3
6'
2
2 2
3 3
3
7'
2
3 3
3 3
4
8'
2
3 3
4 3
4
9'
3
3 3
4 4
5
10'
3
4 4
4 4
5
11'
3
4 4
5 5
6
12'
3
4 4
5 5
5
13'
4
5 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.
R❑L
INSULATED
ITERL❑CKINC
WALL
HANGER
c1c
/BEAM 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"
ALTERNATE TO
1/4"0 BOLTS
3.5"
8" BEAM
5"
T—,
S6
1/2"SIDEPLATE EA.
SIDE SEE POST SCHED.
#14 SMTOP
M
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. 1flW/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
o � o
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROOF PLAN
FASTENERS,
SET 4
ROLL-FORMED(4
SMS 8 32' O,C. MAX.
7R IRP (4 MIN. PER PANEL INTERLOCK)
/F—ROLL-FORMED
PANEL
SEE SHEET 4
10 ROOF HANGER
#14 SMS 8 32' O.C.
4 MIN.
ALUMINUM
TOP & BOTT. 0.024'
P
ROLL -FORMED PANEL INSULATED ROOF PANEL
2 INTERLOCKING SEAM INTERLOCKING JOINT
W _06
N
2 W °' c'?
Z O U
w awl
(U w LL
W W M
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S5.885
- 1
OF Cp,\-
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK Dire DESCwvnOn
4 STEL JOB # 15-1071-1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
2
0
3
e
4
5
0
6
e
7
8
e B o C o D o E o F o
I
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION D
SPLICE DETAILS 11 BEAM TO POST JDETAILS 12
SIMPLE SPLICE FULL MOMENT
9" 24' I
3'
1"1 11 3" 111" 8" 1'1
#10 S.M.S.@ EA
filo S.MS. VALLEY, TYP.
(B TOT. 6 #12 S.M.S. II
TYP. THICKNESS =.035 (24 TOT TYP. THICKNgSS =.035'
6.36•
u d
t t t++ + + i� + + ++ m
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 °w
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 I -BEAM ALUM ALLOY
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE
3"sn. c -BEAM
TOTAL= (8)-1/2.0 BOLTS
SQ. POST
1.00'
0 O O
SPLICE WHERE 4" 2• �,
OCCURS
070"
0
I�
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 5/8' 0
THRU$oLTS @ 4' I -BEAM,
AND (3) - 5/8.0 THRU BOLTS
@ T I -BEAMS
t
t
i
TMP1 T° H —BRACKET TO,POST
11 ALUM. ALLOY 3"x 8"x.042" BEAM,
6063-76 L716'7J14-3" SQ. STEEL OR
4" I -BEAM 3'_0• MAG BEAM.
MOMENTCSPUCE _
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
A+ I -
SPLICE WH
Occur
ALUM. ALLOY
6063-T6
7" I -BEAM
1 Y" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
1.50"
.28" ff 2"�__.�2 018
I 'uT
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
I�
3'X 3" ALUM. OR
STEEL POST
MOMENTCSPLICE "U" BRACKET - RAFTER TO BEAM
2"x3" LATTICE TUBELATTICE TUBE TO RAFTER 16
�'..r.�1.1/`� 2'SQ., SQ..
ALUM. ALLOY 3105725 /' OR 2"x3" LATTICE
#8 x 2 "SMS, 2 1/2" @ 3' O.C. MIN.
OR 3 1/2", TYP. UP TO 6"O.C. MAX.
F28" 3„
f• - L
.018"
.t
RAFTER
0 H e I
BEAM TO POST DETAILS
(12) - #14 x VY SM
M.S. EACH SIDE OF 3'
SO. POST (8 -TOTAL)
ALTERNATE 1/4.0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
i 5or l
2.35 3' SO. POST
4414 x 12' S.NLS. EACH SIDE OF 3'
SO. POST (8 -TOTAL)
ALTERNATE 1f4'0 BOLT W/ WASHER
EA SIDE OF 3" SO. POST
3.GUTTER FASCIA
ORar 3' SO. POST MAG BEAM
3'SO. STL BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING = 314"
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
AT OVERHANG
#14 x 1/2" S.M.S. TOP
& BOTT. (2}TOT.
ROOF PANEL
0
00
FASTENER 612•
0o
GROUP
ROLLFORMED OR
o 0
EXTRUDED GUTTER
ALUM. BRACKET X
#14 S.M.S. @12-O.C.
FASCIA
6 1/2 k2'x024 2'
1"
'L' SEE TABLE
RAFTER
"U" BRACKET — RAFTER TO BEAM
3.125" FOR 3 x RAFTER
1 1/2"
j25"FOR2xRAFTER
( = .040" @ 6063-T6
j(6) -'#14x Y4" TEK SCREWS
TO RAFTER
x1
OIQ
OMINBRACKET
(6)-#14xV"TEK SCREWS
BRACKET TO BEAM
r
4
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W �N
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S5885
OF CAL\Fc
03-03-15
DURALUM
IAPMO.0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MMK DATE DESCRIPIWN
4 STEL JOB # 151071-1
DATE 3/3/2015
DRAWN BY MAP
CHECKED DIOR
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
SH - 12
12 OF 50 SHEETS
A o B o C o D o t o F o V o n o /
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS
TRIBUTARY WIDTH TABLE
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
PROJECTION
O.H.
CLEAR SPAN
1
TRIBUTARY TRIBUTARY= h
IWIDTH 1/2 SPAN +O.H.
11
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
•`•' ' EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
FAN BEAM FAN BEAM c—�
Q HEADER I
z CEILING FAN AND/ T=.07
~ OR LIGHT FIXTURE TYP
R ( MAX. 30 lbs. )
W
FAN BEAM
ALUM. ALLOY 6063-T6
#14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
2
04W ti � C6
N M
w a~
U) w"
LU w M
M
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00
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$5885
1
OF CA1. \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE OESCRFMN
4 STEL JOB # 15.1071-1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
CLEAR SPAN
(FT.)
O.H.
6 7
8
9
10
11 12 1
13
14
15
16
17
18
19
20
21
0
3 4
4
5
5
6 6
7
7
8
8
9
9
10
10
11
1'
4 5
5
6
6
7 7
8
8
9
9
10
10
11
11
12
2'
1 5 6
6
7
7
8 8
9
9
10
10
11
11
12
12
NP
3'
- 7
7
8
8
9 9
10
10
11
11
12
12
NP
NP
NP
4'
- -
-
9
9
10 10
11
11
12
12
NP
NP
NP
NP
NP
5'
_ _
_
-
_
11 11
12
12
NP
NP
NP
NP
NP
NP
NP
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
PROJECTION
O.H.
CLEAR SPAN
1
TRIBUTARY TRIBUTARY= h
IWIDTH 1/2 SPAN +O.H.
11
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
•`•' ' EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
FAN BEAM FAN BEAM c—�
Q HEADER I
z CEILING FAN AND/ T=.07
~ OR LIGHT FIXTURE TYP
R ( MAX. 30 lbs. )
W
FAN BEAM
ALUM. ALLOY 6063-T6
#14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
2
04W ti � C6
N M
w a~
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LU w M
M
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00
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FESS Igygl
o
$5885
1
OF CA1. \F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE OESCRFMN
4 STEL JOB # 15.1071-1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
t
0
2
0
3
0
4
0
5
0
6
0
7
0
8
A
o
B
o
C
0
D
o
E
o
F
0
G o
H o I o
C}
t
0
2
0
3
0
4
0
5
0
6
0
7
0
8
4
t
Ll
W CD 00
W 07 04 M
Z U
2 o
w ¢LLJ>5
uc/)wILL
LLILU
M
C5 U 0�
Z 00
UQ ch
FESS t(
.
S5 85
OF CA0�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARI( I DATE DESCRVnDN
4 $TEL JOB k 15-1071-1
DATE 3/3@015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
BEAM TYPES
ATTACHED & FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP, B & C
3" SQ.x0.032" ALUM. BEAMDBL.
E W/ 12 GA. STL. "U" CHANNEL
2"x6.5"0.032" OR 3"x8"x0.042" BEAM
I OR
T=12 GA.
ASTMA653SS
GRADE 50 G60-\3. '
032'
ALUM. I
�-3,0'� I
6
032'
'042'
0'� � �
MAX. 0'
DBL. 2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
8' ■
0,042'
TYP.
3,0'
T
2
O
r
MAX.COL.
ON SLAB
(2) (3)
Q
�~o
m �
F
ATTACHED
FREESTANDING ATTACHED FREESTANDING
>o_
m
MAx•POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAx.POST FTG. MIN. MAX.POST MAX.POST
SPACING (IN.) POST SPACING SPACING
(SPAN) (1) TYPE 2'x6.5' 0FOR 032' FOR 3x8'
FTG.
(IN.)
(1)
MAX.POST MAX.POST.
MIN. FTG•
POST SPACING SPACING (IN.)
TYPE 2"x6.5' 003 FOR
BEAMB" (1)
MIN.
POST
TYPE
13'-7"
5'
16'-9 15
16'-9" 17
B
14'-7" 29 G 14'-1 15'4"
14'-7" 31 H 4'-10" 15'-4"
B
15 14'-1 15'-4" 28
17 14'-6" 15'-1" 30
G
5
11,x„
6'
15'-1'5-3" 18 16
B
13'-3"3'-3" 230 G H 13-713 7 14'-11q=1'
B
117 13'-713-3 14'-113,-9" 229
G
6,
91-911
7
14'-2"
14'-2"
16
18
12'-4"
12'_4"
28
30
G
12'-7"
12'-7
13'-1"
13'-1"
B
15
17
12'-7"
12-3
13'-1"
12'-9"
28
29
G
,
7
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
OR EQUAL
DBL. 2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
3"x8"x0.042" BEAM
K ALUM. ALLOY 3004-H36
OR EQUAL
J
—1
W
n'
O
8-6 „
8
13'-3"
13-3"
16
19
B
11'-7"
11'-7"
29
29
G
11'-9"
11'-9"
12'-3"
12'-3"
B
16
18
11'-9"
11'-6"
12'-3"
12'-0"
28
28
G
8'
7,-7„
9,
12'-7" 17
12'-7" 19
C
11'-0" 29 11'-2" 11'-7"
11'-0" 29 G 11'-2 11'-7"
B
16 11'-2" 11'-7" 29
18 0'-10 11'-3" 28
G
9,
5'
6'-10"
10'
12'-0" 17
12'-0" 19
C
10'-4" 30 10'-7" 111-0"
10'-4" 30 G 10'-7' 11'-011
B
16 10'-7" 11'-0" 29
19 10'-3' 10'-8" 29
G
10'
61-211
11
11'-4" 17
11'-4" 20
C
9'-10" 30 10'-1" 10'-6"
9'-1o" 30 H 10'-1 10'-6"
B
17 10'-1" 10'-6" 29
19 9-10 10'_1" 29
G
11'
r=12 0
5'-8"
12'
10'-1 "
0'-1011
18–C
20
9'-6"
9'-6"
30
30
H
9'-8"
9'-8"
9'-8"
9'-8"
C
17
19
9'-8"
9'-6"
9'-8"
9'_2"
29
29
G
12
14 GA.
-
7.6 5' ASTM
A653 SS
GRADE
50 G60
}
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
}
8'
0.042'
TYP.
625,
875'
=
a_
CC
G
O
MAX.COL.
SPACING
ON SLAB
(2), (3)
o
m-
3
F
> o
m 3
MAx•POST G.
SPACING IN.)
SPAN (
( ) (1)
MIN •
POST
TYPE
MAx.POST FTG. MIN. MAX.POST MAX.POST
SPACING SPACING SPACING
(IN.) POST FOR DBL. FOR 3"x8"
(SPAN) (1) TYPE 2"x6.5•x0.032" BEAM
FTG.
CIN.)
(1)
MAX.POST MAX.POST
MIN. FTG.
SPACING SPACING
POST FOR DBL. FOR 3"x8' (IN.)
TYPE 2'x6.5'x0.032' BEAM (1)
MIN.
POST
TYPE
13'-7"
5'
16'-9"
16' 4"
16
18
B
14'-7"
14'-7"
31
33
H
J
14'-1
14'-8"
15'x"
15'-2"
B
15
18
14'-1
14'-1"
151-4"
14'-7"
30
31
G
5 ,
F-3,0'—+-4.
MAX.�3 0'�
3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
M ASTM A653 GRADE 50 G60
N
r
1
11'-4"
6'
15'-3" '
15'-0"
16
19
B
13'-3"
13'-3"
30
32
H
I
13'-7"
13'-4"
14'-1"
3'-10'
B
16
18
13'-7"
2'-10"
141-1"
13' 4"
29
31
G
6,
9�-9�
7'
14'- 3 -10" 1 19
B
12' 4'2 �" 231 G I 12'-712 13'-12'-10'
B
16g 12'-712 -0" 13'-112 230
G
7,
8'-6"
8'
13'-3"
13'-0"
17
20
B
11'-7"
11'-7"
29
31
G
H
11'-9"
11'-8"
12'-3"
12'-1"
B
17
19
11'-9"
11'-2"
12'-3"
11'_7"
28
30
G
8'
DBL. 3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
�, W/ 12 GA. STL. INSERT
,J
I- ALUM. ALLOY 3004-H36
OR EQUAL
I� 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.
J
LL
r^n
^,
L�
O
T_7n
9-
12'-7'
: 12'-3"
18
20
(�
`�
11'-0"
11'-0^
29
30
G
H
11'-2"
11'-0
11'-7"
11'-4"
B
17
20
11'-2"
10'-7"
11'-7"
11'-0"
29
29
G
9�
6'-1 0
,
10
12'-0" 18
11'-8" 21
v
10'x" 30 G 10'-7" 11'-0"
10'-4" 30 H 10'-6 10'-9"
B
17 10'-7" 11'-0" 29
20 10-1 ^ 10' 4" 29
G
,
10
FOOTNOTE: "SAMPLE"
6'-2"
,
11
18
11'_2" 21
C
9'-10" 30 10'-11, 10'-6"
9'-10" 30 H 10'-0" 10'-3"
B
17 10'-1" 10'-6" 29
20 9'-7" g -0" 29
G
11'
5,_8„
12'
10'-110'-8"
121
C
g,_6" 9-6"
331
H
9'-8"g,-7"
9-8"g,�„
C
1>21
9-8"g,_2„
9-8^g-9"
230
G
12'
FIGURE INDICATES
EXPOSURE B�
r
FIGURE INDICATES
EXPOSURE C
r=iz OR
14 GA.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &
FOOTNOTES TO ALL SPAN TABLES:
C.
ASTM
A653 SS
GRADE 8. '
50 G60
042'
TYP.
2
^^
L.J.
G
MAX.COL.
SPACING
ON SLAB
(2)• (3)
=
FF
�o
f cr
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
¢ _
j o
m
F
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN. MAX.POST MAX.POST
SPACING SPACING
SPACING (IN.) POST FOR DBL FOR 3'x8'
(SPAN) (1) TYPE 2 xORx0.032' BEAM
FTG,
CIN.)
(1)
MIN. MAX.POST MAX.POST FTG.
SPACING SPACING
POST FOR DBL. FOR 3"x8" (IN.)
TYPE 2-.6.5-.0.032- BEAM (1)
MIN.
POST
TYPE
13,_7"
5'
16'-9"
15'-0"
17
19
B
14'-T'
14'-7"
32
34
I
J
14-1
14' 4"
15' 4"
14'-10'
B
16
19
14'-1
13' 8"
15'-2"
14'-2"
31
33
G
H
5,
1. FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
L
O
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
I
3.0'
M
r
1 1'"4"
6'
15'-3"
13'-9"
18
20
B
13'-3"
13'-3"
31
34
I
J
13'-7"
14'-1"
p
17
19
13'-7"
12'-6'
13'-1
13' 0"
31
32
G
6'
9 _9"
7
14'-2"
12'-9"
18
20
B
12'-4"
12'-4"
31
33
H
J
12'-7"
12'-2"
13'-1"
12'-7"
B
17
20
12'-7"
11'-7
12'-1
12'-1"
30
31
G
,
7
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
SPACING SHOSHOWN IN IWNOLUMN OR THE FOR THE SELECTEDIBEUAMNPOST
3.0' 3 0,
MAX.
DBL. 3"X8"X0.042" BEAM
��; W/ DBL. 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
1
J
■
8'-6"
8'
13'-3"
11'-10'
18
20
B
11'-7"
11'-7"
30
32
H
J
11'-9"
11' 4"
12'-3"
11'-9"
B
18
20
11'-9"
10'-10"
12'-1"
11'-3"
29
31
G
8'
3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR
DBL. 3"x8"X0.042" BEAM'
J
LL
T-7"
9'
12'-7"
11'-3"
19
21
B
11'-0"
11'-0"
30
32
H
I
11'-2"
10'-9"
11'-7"
11'-2"
B
18
21
11'-2"
10'-3'
11'x"
10'-8"
29
30
G
9'
6'_10"
10'
12'-0"
> 10'-8"
19
21
C
B
10'-4"
10'-4"
30
32
H
G
10'-7"
10'-2"
11'-0"
10'-7"
B
18
21
10'-7"
9'-9"
10'-9"
9'-10"
29
30
G
10'
25 & 30 psf. THE DISTANCE FROM COLUMN TO SLAB
EDGE SHALL BE 91/4" MINIMUM.
SEE ALTERNATE FOOTING TABLES
9 FOR ATTACHED COVERS
W/ DBL. 12 GA. STL. INSERT
(n
O
!—
P ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
FULL LENGTH OF THE 3'x8' BEAM.
6'-2"
11'
11'
10'-2"
19
22
v
9'-10"
9'-10"
30
32
H
I
10'-1"
9'-9°
10'-6"
9''10
B
19
21
10'-1"
9'-3"
10'-3"
9'-0"
29
31
GSHT.
5'-8 "
12
10'_1 " 20
g'_g" 22
C
9'-6" 31 H 9'-$" 9'-$"
g'-6^ 33 J 9' 4" 9'-1"
C
19 9'-8" 9' 4" 29THE
22 9'-0" 8'-3" 31G
d12
4
t
Ll
W CD 00
W 07 04 M
Z U
2 o
w ¢LLJ>5
uc/)wILL
LLILU
M
C5 U 0�
Z 00
UQ ch
FESS t(
.
S5 85
OF CA0�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARI( I DATE DESCRVnDN
4 $TEL JOB k 15-1071-1
DATE 3/3@015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
1
0
2
0
3
0
4
0
A
o
B
o
C
o
D
0
E
o
F
0
G
0
H
o
1
o
J
ATTACHED
&FREESTANDING
LATTICE
COVERS
- 10 PSF
LIVE
LOAD
- 110, 120,130
MPH
- EXP.
B &
C
3"x8"x0.042" BEAM
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
J DBL. 2"x6.5"x0.042"
DBL. 3"x8"x0.042" BEAM
�
M W/ 14 GA. STL. INSERT
@EL12 GA. STL. INSERT
0 W/ DBL. 14 GA. STL. INSERT
�-
�_
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTAND/NG
}
=
MAX.COL
� o_
<_
� p
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAX -POST FTG.
MIN. MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST
MIN.
MAx.POST FTG.
MIN. MAx.POST FTG.
MIN.
MAx.POST FTG. MIN.
SPACING
ON SLAB
m�
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m�
�
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
�
C
(2) (g)
G
5'
18'-0"
15
g
18'-0"
29
G
21'-8"
16
6
21'-8"
31
G
20'-9"
16
B
20'-9"
31
G
22'-8"
F
B
22'-8"
31
G
29'-2"
18
C
29'-2"
33
H
5'
O
13-7"
18'-0'
18
17'-6'
31
21'-8"
19
21'-2"
33
H
20'-9"
18
20'-2"
33
H
22'-8"
22'-1"
33
H
29'-2"
21
28'-6"
36
I
�
11,x"
16'-416
16
B
16 -416,-0'
230
�j
19'-9"9,-9"
1
C
19'-9"9,-3"
332
�i
19'-0
1
B
191-0"
332
Cj
20'-8"0'-8"
C
20'- 20,-2"
332
G
26'- 26,-8"
121
E
26'-
335
H
6,
6,
�
8
19
9'-0"
19
-6"
20
2,6'-0"
I
�
15'-2"
16
B
15'-2"
29
18'-4"
17
C
18'-4"
30
G
17'-7"
17
C
17'-7"
30
G
19'-2"
18
C
19'-2"
31
G
24'-8"
19
E
24'-82'4'-1"
334
H
7'
9'-9"
7'
15'-2
19
14'-10"
30
G
18'-4"
20
17'-10'
31
17'-T'
19
17'-1"
31
19'-2"
. 20
19'-2"
32
24'-8"
22
8'
14'-3"
17
14'-3"
29
17'-2"
1
17'-2"
31
16'-6"
_8
C
16'-6"
31
G
18'-0"
18
C
18'-0"
31
G
23'-22' 3
211
E
23'- 2"2
333
I„I
8,
J
8'-6"
14'-3
19
B
13'-10
29
G
17'-2'
20
C
16'-9'
31
G
16'-6"
_1
20
16'-1"
31
18'-0'
21
18'-0'
31
-2
22
-7
J
9,
13'-613
119
13'-613,-1'
330
16'
1
16'-
331
15'-6
120
Ci
15'-6 5
331
G
17'-0"
121
E
17'-0
331
G
21' 21'-10'
223
E
21'-1
334
f'I
9'
LL
7'-7"
-6
Ci
G
1'6'-3"
21
E
115 -9"
G
5'-6"
_2D
7 -0"
7'-0"
1'-3"
12'-912,-9
120
12'-912,-6'
330
15'-4"5'-4"
121
15'�"5,-1"
332
14'-94'-9"
121
E
14'-9'4-4"
332
�j
16'-116'-1"
121
E
16'-116,-1"
332
(j
20'-20'-9"
223
E
20'-20,-2"
334
H
10'
�
6'-10„
10,
Ci
G
E
(j
11,
12'-212,-2'
120
C
12'-11-10"
330
14'-8"4'-8"
1
E
14'-8"4-4"
332
G
14' 14'-1"
121
E
14'-13'-8"
332
G
15'-4"5,-4„
122
E
15'� 5.�„
332
(j
19'-99,-9"
224
E
19'-9"9'-3"
334
O
6,_2„
G
21
11'-81,'-8'
120
C
11'-811
331
G
14'-11"
122
E
14'-113,-9"
332
G
13'-6"
121
E
13'-6
332
G
14'-9"4'
122
E
14'-9
333
H
224
E
19'-0"8'-6"
335
I
12'
12,
-a
,-0"
s -2"
9"
4'-9"
9'-0"
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTAND/NG
}
=
MAX.COL
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAX POST
FTG.
MIN.
MAx.POST
FTG.
MIN,
j o
a,
SPACING
ON SLAB
=,o
m 3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
13'-7"
5'
18'-0"
16
B
18'-0"
31
G
21'-8"
17
B
21'-8"
33
H
20'-9"
17
B
20'-9"
32
G
22'-8"
18
B
22'-8"
33
H
29'-2"
19
C
29'-22'7_8D
337
I
5'
O
19
17'-0'
31
H
21'-4"
20
20'-7"
34
20'-4"
20
19'-8"
34
H
22'x"
20
C
21'-6"
35
I
28'-9"
22
K
N
11,-4"
16'-4"
17
B
16'-4"
30
G
19'-9"
18
C
19'-9"
32
G
19'-0"
18
B
19'-0"
32
G
20'-8"
18
C
20'-8"
32
G
26'-8"
20
E
26'-
336
I
6'
T-
g'
30
19'-7"
21
18'-9"
34
H
18'-8"
20
C
18'-0"
33
H
20'-4"
21
19'-8"
34
H
26'-3"
23
25'-3"
K
1
15'-2"
17
B
15'-2"
30
G
18'-4"
18
C
18'-4"
31
G
17'-7"
18
C
17'-7"
31
G
9'-2"
19
C
19'-2"
32
G
24'-8"
20
E
24'-
336
H
7'
9,_9„
7,
15'-0"
20
14'x"
30
18'-1"
21
17'-4"
33
H
17'-3"
21
16'-8"
33
-19'-
18'-10'
21
18'-2"
33
H
24'-4"
23
23'-6"
I
8'
14'-3"
18
B
14'-3"
29
17'-2"
19
C
17'-2"
31
G
16'-6"
18
C
16'-6"
30
G
18'-0"
19
C
18'-0"
31
G
23'-2"
21
E
23'- 2"2
335
H
8,
s
J
8'-6"
14 -1'
20
C
-:::29
G
17'-0
22
16-3
32
16'-2"
21
32
17'-8'
22
17'-1'
33
H
22'-9'
24
-p'
I
J
7'-7"
9'
13'-6"
18
C
13'-6"
30
G
16'-3"
19
E
16'-3"
31
G
15'-6"
19
C
15'-6"
31
G
17'-0"
19
E
17'-0"
32
G
21'-1
21
E
21'-10'-8"
334
H
9'
13'-3"
21
9'
30
16'-0"
22
15'-4"
32
15'-3"
22
14'-8"
32
16'-8"
22
16'-1"
32
21'-6"
24
I
�
12'-9"2-7"
121
C
12'-912,-1'
330
G
15'-4"5,-2"
122
E
15'x"4'-7"
331
�j
14'-94'-6"
122
E
14'-9'4,-0"
331
(j
16'-15,-10'
223
E
16'-115,-3"
332
(j
20'-
225
E
20'-9"9,-8"
334
H
10'
�
6'-10„
10,
20'-4"
0
11'
12'-2"
19
C
12'-2"
31
14'-8"
20
E
14'-8"
32
G
14'-1
19
E
14'-1"
32
G
15'x"
20
E
15'-4"
32
G
19'-9"
22
E
191-9"
35
O
6'-2"
12'-0"
21
11'-7"
30
G
14'-6"
23
14'-0"
32
13"l-10
23
13'4"
31
15'-2"
23
14'-7"
32
H
19'-6"
25
.9
�
5'-8"
11'-8"
19
C
G
14'-1"
20
E
14'-1"
32
G
13'-6"
20
E
13'-6"
32
G
14'-9"
E
14'-9"
33
H
19'-0"
22
E
19'-0'8'-0"
334
I
12'
12'
22
13'-10
23
13'-4"
32
H
23
12'-9"
32
14'-6"
-3-293
14'-0"
32
-'l8'-8"
26
s
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTAND/NG
}
=
MAX.COL
� o
_
j o
MAx•POST FTG.
MIN.
MAx.POST FTG. MIN.
MAx.POST FTG.
MIN.
MAX .POST FTG. MIN. MAx.POST FTG.
MIN.
MAx.POST
ST FTG.
MIN.
MAx.POST FTG. MIN. MAx.POST FTG.
MIN,
MAx.POST FTG. MIN.
Q�
SPACING
ON SLAB
m3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
NG
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m3
D
�
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
F
C
(2). (3)
G
5'
17
B
17'-8"
33
G
21'-8"
19
g
21'-4"
34
H
20'-9"
18
g
20'-4"
W22
19
B
22'x"
35
I
29'-2"
20
C
28'-9"
37
K
5,
O
13'-7"
17'-3'
20
16'-6'
34
H
20'-10'
21
20'-0"
36
K
20'-0"
--:-r21
19'-1"
-10'C0'-10'36K28'-2"23
E
6'-10'39
122
�i
20'-4'9,_1„
336
H
224
E
26'-24,-7"
338
K
6'
11,x„6,16'5'-10"120B16'215,-1'333G19'-9,9,-1"122C'19'1,8'-3"335H19-0'8,-3"121BC18'-87'-6",-0,�
126
25'-9"
1
15'-214,-8'
121
B
15'-0'4,-0"
333
G
18'-4"
222
C
18-16,-10'
334
H
17'-17'-0"
122
C
17'-16'-2"
333
G
18-6"
223
C
18'-117,-8"
335
H
225
E
24'-4"
337
I
7,
9,_9„
7,
H
7'-8"
H
124
23-10'
2,-9"
K
$'
14'-3"
19
B
14'-1"
31
G
17'-2"
20
C
17'-0"
32
G
16'-6"
20
C
16'- "
30
G
18'-0"
20
C
17'-8"
33
G
23'- "
22
E
22'-92'1
337
I
8'
J
8'-6"
13-9
21
C
13'-1"
32
16'-7'
23
15'-10'
34
H
5'-10"
22
15'-2"
32
H
17'-4'
23
16'-7'
34
H
25
-3
K
J
9'
13'-6"
19
13'-3"
30
16'-3"
21
E
16'-0"
32
G
15'-6"
20
C
15'-3"
31
G
E
16'-8"
32
G
21'-1
23
E
21'-6'0-1
336
H
9'
0
�,-�„
13'-0
22
C
12'-4'
32
23
15'-0"
33
H
15'-0"
23
14'-3"
32
H
15'-7"
34
H
21'-1"
26
K
�
10'
12'-912,-3'
222
C
12'-711'-9'
331
G
15'-44'-10'
224
E
15'- 1"4-2"
333
G
14'-94'-2"
223
E
14'-63-7"
331
Cj
11
E
15'-14=10'
3g3
f 1
20'-20,-0"
226
E
20'-•4"9'-1"
336
H
10'
�
6'-10"
7,-6"
H
114'-9"22
I
11'
12'-2"
20
C
12'-0"
31
G
14'-8"
21
E
14'-6"
32
H
21
E
13'-10"
32
G
E
15'-2"
32
Fi
19'-9"
23
E
19'-6"
35
8
O
6'-2"
11 -9
23
11'-3"
31
14'-2"
24
13'-7"
32
G
13'-7"
24
13'-0"
31
14'-2"
33
19'-1"
27
18'-2"
35
r
11'-811'-3
223
11'-610-9'
331
G
14'-113,-7"
224
E
13'-113,-0"
332
Fi
13'-63'-0"
224
E
13'-12,-0"
332
H
E
14'-63'-7"
332
H
19'-0"8,-3"
227
E
"
18'-8o
5,_$„
12,
\i
G
Ll
� 4
W cp
W U) N M
2 O U
w aW
uU)w�
W Lj m
M
M
U
Z 00
UQ M
rn
FEss I�
S58.8..
OF CA10F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFnD"
4 STEL JOB k 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35 OF 50 SHEETS
335
7,-6"
Ll
� 4
W cp
W U) N M
2 O U
w aW
uU)w�
W Lj m
M
M
U
Z 00
UQ M
rn
FEss I�
S58.8..
OF CA10F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRFnD"
4 STEL JOB k 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
LATTICE COVERS ATTACHED
& FREESTANDING
BEAM SPANS,
10 PSF L.L, 110-130 MPH
SH - 35
35 OF 50 SHEETS