BPAT2015-0005Applicant: LCQ'%Q�44
UVALLEY PATIOS 4
37897 CHESTERFIELD ST INDIO, CA 92203
Contractor:
?®tc VALLEY PATIOS
d 37897 CHESTERFIELD ST
q INDIO, CA 92203
(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's in full for and effect.
License C18 ss: C 1. C License : 937811
ate: l� Contractor:
OWNER -BUILD R ECLARATION
I hereby affirm under penalty of perjury, th I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(� I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State'License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself throughhis 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 Iof,sale.).
(� I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penaity of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number:
_ I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the La Code, I shall forthwith
comply.ith t osYe provisions.
or,
QA e: V Applicant:
WARNING: FAILURE TO SECURE WORKER CO PENSATION 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'STEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf,this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation. :9,
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 u the above=
mmentione pr pert or inspection purposes.
Date?",Signature (Applicant or Agent .
VOICE (760) 777-7125
78-495 CALLE TAMPICO
v
FAX (760) 777-7011
FAX
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
(760) 777-7153
BUILDING PERMIT
Date: 2/4/2015
Application Number:
BPAT2015-0005
Owner:
Property Address:
79899 N PARKWAY ESPLANADE
LINDA RIGGS
APN:
609630010
79899 PARKWAY ESPLANADE N
Application Description:
PATIO COVER 486 SQr,,
LA QUIN TA, CA 92253
Property Zoning:
nApplication
Valuation:
$4,000.00
Applicant: LCQ'%Q�44
UVALLEY PATIOS 4
37897 CHESTERFIELD ST INDIO, CA 92203
Contractor:
?®tc VALLEY PATIOS
d 37897 CHESTERFIELD ST
q INDIO, CA 92203
(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's in full for and effect.
License C18 ss: C 1. C License : 937811
ate: l� Contractor:
OWNER -BUILD R ECLARATION
I hereby affirm under penalty of perjury, th I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
(� I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State'License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself throughhis 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 Iof,sale.).
(� I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penaity of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number:
_ I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the La Code, I shall forthwith
comply.ith t osYe provisions.
or,
QA e: V Applicant:
WARNING: FAILURE TO SECURE WORKER CO PENSATION 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'STEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf,this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation. :9,
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 u the above=
mmentione pr pert or inspection purposes.
Date?",Signature (Applicant or Agent .
- t'a,'g}. arrls„^1;as yszkw:.-,� r,t a;u, x,wsYavrY•r� �:c„�:nr,:^•'u >rsf�w�rap.�s,_r 'v'+•"".^`'`.a..; �.:..'rvw•' w _�af.,;V;ar.;s'�r.i� .w ix;�r�.a�;:
S? s :,' DESCRIPTION ti'; U. _.: � ' " %A@COUNT # Fy s,
_
D'I�t',� z ,t�2r•4 t ���_,��s�.as,��r4N�ANIO:UNT`��PAID'� "PAID'DATEY.
f31A1161473 FEE.' 101 0000;20306 r " 0 $100 ,t $0.00:
�:..
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k `,�3
•� � y.. „G4 �, 1�rr, ��. �`�^t`dr'asr h'.`Yt"';t(ffi � 'kG"tF4#iY.:Y%,'�'.C�>'.'..
! METI OD` RECEIPT, #, � CHECK #d �CL7D,RBY 1
i SRI,�St11,.Sbi�a:
PAI0j1rW'SS��,�Y ,? 5 p) tr'
C1?` vJ' '.'u.ikf:*-n.(ie'K.S;N.;t V.N.. ,i +�Y K,MFf:Y.
._ • .
C+%3 ..?f: .IW.6.54rr.`.N tl'.f.' P iM'. AfK:.. iC1 . u rN.1f..'„Lb%..:.: �i.�.�it ✓t..
TotaLFaid for BUILDING
STANDARDS ADMINISTRATION-,,Bsa $1.00 $0.00
,• .
{I,F +' »�. v ' a+ i>' . '}}1i34-.7.vG'CC'.S3`t7'xn 1
a� ^� <k� yra�
DESCRIPT+ION
��, '
y
ACCOUNTS
ens
QTY
��ru guar r'
AMOUNT
w# PAID`
PAID ATE
_.
ken..° .>.ctxnru,Y>a s
'�a�tw' � '� '
i�r..``�
t
.' , .f.
a ,-
'
r
PATIO COVER•STD, OPEN. 'r
,,,.1 101 0000-42404
;' 0
$97 iZ
y $0.00
t�aMETHOD r
i+^$5
,RECEIP,T"#.w�
''r.,x�k,3 YP 2
CHECKT#CL`TD
2.t Y6z
BY
. •cPAIDBY�ax� .�tk,��E
u�:
l.s.s::w
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u
.
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!CeL+f.'rf..`>7'f..:W*+` rIa;:;.NSf•:A'atttai'A�y�. w
�
A�r%i[%RIPTION-.' �( (�pjl'°( P
.. xeo �{ fii�rr'r'a..¢t"ti±.�0XA2A0,.;0v.2:9`'I,n+'1;>f.N;:;1Y..TiA.
•rr ,Tys,Y �'",$pr�yAIVOIUNTY�=t��-
1
.. xtp:��ay`
�'.
TE
Ei :r= . 1
1t(r.'-k:,...
}Tki.3i`•kt c'B,f�l
o "}.Yn '-,"�
;Z".•',itErdt-+ 1 '[ X..a °Y :'1h`.-4'i".r'vl;
�3.
;+.L "e.7we,4'SK'i,%<tvk 'k4i
8i 'a�rS.Ys? :+t:�ir.:.e;,i4:.4
PATIO COVER; STD,OPEN PC
101' 0000 42600 ' ,
0
y $9Sr72
$0.00
y:s .;.;F..SR %t�. S,. Y,.1.Y `.. ry.. ;.: YY,.'.. k
=.'• i"' YRY3'$ h Y if "'
S' METFIOD a %, t ,
�
JHr ,tsn5'?r%iD"`1Y:129c. C' w
4F RECEI614V � -161 WN
� , CHECK#�`r i
CLT,D BY �
� z,a mss✓ >,u. x ��x:
���i :,x ,: � * t
r
Fx: r . >>,.,wrr a + Q,1� s
-
12"
_
Total Paid forPATIO COVER xCOVERED PORCH / LATTTICE;.' $192:89. $0:00
�
ry: ,, r�.cr � .,. ,�.
i TGA�t- ..fe' w�vaL t : ES1i3+":alTk`7 f§'� BS•<'.. f
;; ,cr{ ,A"�+ ,er3,.G�"��3v+i�,�.. �,4 Fb
a
�"a
f,�e. .akhny
ry
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.${'<#i'+: 1
px{°niY �.:. �:��ri5+:+�x, .7�
D_PAIDiDATE
n.:�.[�',•f;;��R',5- ' ,
�n`'�4�i' .,.IDESCRsPTION%'t�ACCOUNT
�QTfYAMOUNTz'
P
SMI -RESIDENTIAL
...
101-000040368-
-.`!O
s.
c $0:52: r'
, .
$0:00
at r xqr G.L(G ;�•, •ry• r �.ut„�i?cji,i 'fYiyf" ;.
NOW .IM
FAID BY
4 v
yz
METMOD
si , ' L�'�f
;RECEIPT# `_1
g� CHECK #
CLzTD, BY
- S a.�£
'�}..�., R
.'Y''
Total Paid�forSTRONG�MOTION INSTRUMENTATION{SMt�t $0;00 '
Description: PATIO COVER 486 SQ FT
CONDITIONS
Type: PATIO COVER
Subtype: Status: UNDER REVIEW
Applied: 2/4/2015 PJU
Approved:
Parcel No: 609630010 Site Address: 79899 N PARKWAY ESPLANADELA QUINTA,CA 92253
Subdivision: TR 29323-4
Block: Lot: 10
Issued:
Lot Sq Ft: 0
Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $4,000.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
EMAIL
Details: PATIO COVER 54'X9'6" TOTAL OF 486 SQ FT. PER APPROVED PLANS.2013 CALIFORNIA BUILDING CODES.
ADDITIONAL SITES
CHRONOLOGY
CONDITIONS
CONTACTS
NAME TYPE
, < Ay-
.. ' NAME , .. ADDRESSl w
; CITY -�
'.STATE
'ZIP „a
^"PHONE °
FAX
EMAIL
APPLICANT
VALLEY PATIOS
37897 CHESTERFIELD ST
INDIO
CA
92203
(760)534-4634
CONTRACTOR
VALLEY PATIOS
37897 CHESTERFIELD ST
INDIO
CA
92203
(760)534-4634
OWNER
LINDA RIGGS
79899 PARKWAY
ESPLANADEN
LA QUINTA
CA
92253
(760)534-4634-
760)534-4634ESPLANADE
Printed: Wednesday, February 04, 2015 12:53:40 PM 1 of 2 CRsrSrEMs
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED [COMPLETED
DATE DATE
RESULT REMARKS NOTES .
FINAL"
GLTD
DESCRIPTION
ACCOUNT ,
QTY .
AMOUNT .
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
PATIO COVER, STD,
101-0000-42404
0
$97.17
$0.00
OPEN
PATIO COVER, STD,
101-0000-42600
0
$95.72
$0.00
OPEN PC
Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00
SMI - RESIDENTIAL
101-0000-20308
1 0
1 $0.52
1 $0.00
Total Paid forSTRONG MOTION INSTRUMENTATION SMI: $0.52 $0.00
TOTALS:0•
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED [COMPLETED
DATE DATE
RESULT REMARKS NOTES .
FINAL"
PARENT PROJECTS
Printed: Wednesday, February 04, 2015 12:53:40 PM 2 of 2 CR srs TEMS
Bin #
City Of La Quin to .
.-Building &r Safety Division
P.O. Box 1504,.78-495 Calle-Tampico .
La Quinta, CA 92253 - (760) 777-7012''
Building Permit Application and Tracking Sheet
Permit #
Project Address:
Owner's Namc: i S
A. P. Number: 20 f 0
Address: .
Legal Description:
City, ST, Zip:
Contractor: ',_�n
11A,
Telephone '� -
Address: (�
Project.Description:
^�� � P n
City, ST, Zip: Y) 31 L�D J
\y)(3(c)
Telephone L
State Lic. # :Q, 1
City Lic: #;
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
an
ConstructionT e• Occupancy:
State Lic. #:
type c circle one): Add'n Alter. Repair Demo
J ) P
_T
Name of Contact Person: \ ^ n
S Ft:: 1 -
# tories:
# Units:
Telephone # of Contact Person:_1 L
Estimated Value of Project:.
APPLICANT: DO. NOT.WRITE BELOW THIS LINE
9
Submittal
Rcq'd
Rcc'd
TRACMIG
PERMIT FEES
Plan Sets
Plan Check submitted"
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Chcck Deposit
Truss Calcs.
:.Called Contact Person
Plan Check Balance_
Tit,c'24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°' Review, readyfor corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
II.O.A. Approval
. Plans- resubmitted
Grading
IN ROUSE:-
'`° Rcvinv, ready for corrcctionsrissuc
Developer Impact Fee
Planning Approval
Called Contact Person .
A.U.P.
Pub. Wks. Appr
_
Date of Hermit issue
School.Fcts
Total Permit Fccs
v
0
Esplanade
c/o Desert Resort Management, Inc.
42635 Melanie Place
Palm Desert, CA 92211
Customer Care: 760-346-1161 Fax: 760-346-9918
Website: www.drminternet.com
Page 1 of 1
Date: January 1.4, 2015
Project Ref: [59951730] 79899 Parkway Esplanade .N
Linda Riggs
79899 Parkway Esplanade N.
La Quinta CA 92253
Dear Linda Riggs,
I am pleased to inform you that the Esplanade Architectural Committee has approved your application for
the listed project item(s):
Patio Cover
The approval is contingent upon compliance with the specifications set forth in the approved application. If
your change or addition requires a county, city or state permit; it is the responsibility of the homeowner to obtain this
before starting construction.
Please retain this letter in your files. If you have any questions regarding this matter, please
contact Customer Care at 760-346-1161 or e-mail us at.
Sincerely,
Esplanade
***ESTE DOWMENTO ES.MUY IMPORTANTE. SI USTED NO PUEDE LEER INGLES, POR
FAVOR CONSIGA A ALGUIEN PARA QUE LE TRADUZCA ESTE DOCUMENTO***
https: //mail -attachment. googleusercontent. com/attachment/u/0/?ui=2&ik=d l 12a2de3 9&vie... .2/4/2015
20'-6"
54'
Riggs Residence
79899 Parkway Esplanade N.
La Quinta, CA 92253
Proposed Alumawood
Patio Cover
Driveway -"�`�
9'-6"
HOaiASl. �
CAWIM3UL • Q
Ip ;z
• Exp, �-�C
CIVIL
iy •.; • a
�No •1844•
THUJAS IRAY
CitIMPBELL
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODU
�1 -THE-W& N OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH 7H`
20121NTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010,
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
►•_AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20; 25 AND 30--"
4 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.---ro^""" ,N
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
1!2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTWG 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
ASCEISEI 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 (L/P), 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 MAYBE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FI x 2 PER
TABLE 18062 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS: WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15052,
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 CRCIIRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH = 110 MPH.
V
I .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.
ThinkPadADuralumMAPMO 0195%5.21-14 Submlttal%5.21-14 A 4.dwg, 8252014 2:1327 PM, CutePDF Writer,
DESIGN REQUIREMENTS:
INC.
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER 1.
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf)
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS: 20, 25, 30.40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30.40 & 50 psf)
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: S9= 1.50, S,= 0.6, S _= 1.0, S u= 0.50
RESPONSE MODIFICATION FACTOR, 81.25
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT). 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JUr' !SDICTION.
SHEETINDEX:
SHEET # SHEET TITLE / DESCRIPTION
WIND SPEED CONVERSION TABLE:
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:
T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES
1 ............SOLID PANEL STRUCTURES
2 ............OPEN LATTICE STRUCTURES
3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN
5 ............MINIMUM FASTENERS
6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
8 ............EXISTING EAVE CONNECTION DETAILS
9 ............HANGER CHANNELS AND MOUNTING BRACKETS
10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
15-17 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH
21-23 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
24-27 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
28-30 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
31-33 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L. 110-130 MPH
34-36 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH
39-40 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
47 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS
48 ...........SNOW DRIFT DESIGN
49 ...........SPAN REDUCTION FACTOR TABLES
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SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
24" TRI -'V" PAN
ALUM. ALLOY 3004-H36 OR EQUAL
111th
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, Psf
20 25 30 40 50
24'TRV"W PAN
- 0.88 0.83 0.75 0.80
24 xLYi'x0.018' 0.85
0.80 0.65 0.65 -
LUSL
PANEL -r
110 MPH SPAN
120 MPH SPAN
1 130 MPH SPAN
EXP.B
EXP.0
EXP.B
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EXP.0
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(IN-)EXP.B
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111th
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, Psf
20 25 30 40 50
1rx3Y-x0.020•
- 0.88 0.83 0.75 0.80
24 xLYi'x0.018' 0.85
0.80 0.65 0.65 -
24"XZJ'x0.024- 0.90
0.68 0.70 0.65 - -
24"X 3 Xo.03r I 0.90
0.88 - - -
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
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MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TABLE 1
TABLE 2
TABLE 3
(2) 2"x6 %2" AND
WALL HANGERS, 3"x8" AND
EXTRUDED AND 3"x8"
WITH
6 1
/2 ROLL FORMED BEAMS
STEEL HEADERS
STEEL INSERT HEADERS
cc
NUMBER OF N0.14 TEK OR SMS SCREWS
PER FOOT OF BEAM
NUMBER OF N0.14 TEK OR SMS SCREWS
NUMBER OF N0.14 TEK OR SMS SCREWS
jo
LENGTH
<�
PER FOOT OF WALL HANGER AND BEAM LENGTH
F
PER FOOT OF BEAM LENGTH
co
0D
�
O
110 MPH 120 MPH 130 MPHix
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH
130 MPH
EXP. B EXP. C EXP. B EXP. C EXP. B
EXP. C
EXP. B EXP. C EXP. B I EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
~
~
5'
1 1 2 1 2 1 2 1 2
2 2
5r
1 1 1 1 1 1 1 2 1 2 1
5'
1 1 1 1 1
1
6'
2 1 2 1 2 2 2 2 2
2 3
6'
2
1 1 1 1 1 1 2
6'
1 1 1 1
1
1
1 1 1 1 1 1
2 2 2 2 2
1 1 1 1
1
1
�'
1
2 1 2 1 2 2 3 2
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2
1 2 1 2 1 2 2 2 2
7
1 1 1 1 1
1
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2
8
2 2
1 1 2 2 2 2
1 1 1 1
1 1 1 1 1
1
2
2 2 2 3 3
3
2 2 2 2 3 3
8'
1 1 1 2
1 1
2
g-
2
2 2 2 2
2 3 3 3 3
2
4
9'
1 2 2 2 2 2
2
9'
1 1 1 1 1
1
10'
2
2�33 2 2
3
2 2 3 3 3
1 2 2 2 2 2
1 1 1 2
1 1
2
2
2 3 3
4
10'
2 2 2 3 3 3
10'
1 2 1 2 1 2 1
2 1
2
1
113
2 33 3 2 4 2 4
3 4
11'
2 2 3
2 2 2 3 2
11
1 1 1 1 1
2
12'
2
2 3 3 3
3
3 3 3 3
2 2. 2 2 2 3
1 2 2 2
2
2
1 1
3 3 3 4 4
5
12'
2 3 0.
3 3 2 4
12'
2 2 1 2 1 2 1
2 2
2,
13'
2
3 2 4 2 4 3 4 �34
�3,�
13'
2 9 2 2 3 3 .2 3 A
13'
1 1 1 1_ 1_
2
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* 3"x8" RAFTER * 2"x6.5" RAFTER *DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-F136 OR ALUM. ALLOY 3004+136 ALUM. ALLOY 3004-H36 OR
EQUAL OR EQUAL EQUAL
� 3" x 8" RAFTER �----2" X 61/2"-RAFfER�J Z � DBL. 2" x 6 1/2" RAFTER
�z
LUSL T a � 110 MPH 120 MPH 130 MPH 'LUSL 110 MPH (-"120 MPH,—) 130 MPH ^T- a v 110 MPH 120 MPH 130 MPH
(IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 Lo ;EXP.��B EXP.0 EXP. B EXP.0 EXP. B EXP.0 LUSL (IN.) vim EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
16" 29'-8" 29'-6" 29'-8" 28'-9" 29'-3" 26'-3" 16" 16'-0" 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 16" 22'-6" 22'-0" 22'-6" 21'-1" 22'-2" 19'-2"
10 .042 26'-3" 26'-3" 26'-3" 26'-3" 26'-3" 25'-7" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-9" ,024 19'-10" 19'-10" 19'-10" 19'-10" 19'-10"
24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" � 13'-1" 13'-0" 13'-1" 12'-3"r 12'-10" 11'-2" 18'-4" 18'-3" 18'x" 17'-3" 18'-2" 15'-8"
24" 21'-6" 21'-6" 21'-6" 21'-0" � � 11'-7" 11'-7" 11'-3" 24" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 15-10"
23'-0" 23'-0" 23'-0" 23' - CL W
0" 23'-0" 22'-9" 20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 28'-6" 28'-7" 27'-9" 28'-3" 25'-7"
16" 21'-10" 16"17'-7" 16" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8"
20 '�2 24' 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 1'0 .032 24" 16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 10 .032 24" 23'-4" 23'-3" 23'-4" 22'-8" 23'-1" 20'-10"
—,—r—_I-o-- 17'-10" 17'-10" 17'-10" 17'-10" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-4" 20'-8" 20'-8" 20'-8" 20'-8" 20'-2"
16" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" 16" 24'-0" 24'-0" 24'-6" 23'-9" 24'-3" 23'-2" 16" 34'-7" 34'-4" 34'-7" 33'-7" 34'-2" 32'-8"
25 .042 21'-0" 21'-3" 20'-8" .042 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" .042 30'-0" 30'-8" 30'-8" 30'-8" 30'-8" 29'-10"
24' 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" ' 24" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 24" 28'-2" 28'-1" 28'-2" 27'-4" 7'-10" 26'-8"
1 T -T 17'-7" 1 T-7" 17'-4" 17'-6" 16'-10" 17'-9" 17'-9" 1 T-9" 1 T-9" 17'-9" 17'-3" 25'-1' 25'-1" 25'-1" 25'-1" 25'-1" 24'-4"
16" 18'-1" 18'-1" 18'-1" 18'-1" 18A18* -I" 16"12'-4" 12'-4" 12'•x" 12'-4" 12'-4" 12'-4"16"17'-4" 17'-4" 17'-4" 17'-4"17'-4"17'-3"301-1"19'-1" 19'-119'-1" .02411'-9"-9"11'-9".02416'-7" 16'-7" 16'-7" 16'-7" 16'-7"16'-7"24"13'-9" 11324"10'-2"� 10'-2" 10'-2" 10'-2" 10'-2" 10'-124"14'-2"14'-2" 14'-2" 14'-2" 14'-2" 14'-2"
15'-T 15'-7" 15'-7" 15'-7" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7"
16" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 16„ 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 16" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0"
40 .042 16'-8" 16'-8" 16'-0" 16'-8" 16'-8" 16'-8" 20 .032 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 20 .032 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1"
24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 24" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 24" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-0"
13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3"
16" 13'x" 13'-4" 13'x" 13'-4" 13'x" 13'-4" 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 16" 26'-8" 26'-8" 26'-0" 26'-8" 26'-8" 26'-7"
50 .042 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" .042 18'-1" 18'-1" .042 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6"
24" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 24" 15'-6" 15';6" 15'-6" 15'-6" 15'-6" 15'-6" 24" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-9"
11'-2" 11'-2" 14'-9" 14'-9" 14'-9" 14'-9" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" . 20'-10"
16" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 16" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10"
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 024 11'-7" 11'-7" 11'-7" 11'-6" 11'-0" 11'-2" 024 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-8"
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24„ 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 24" 13'x" 13'-4" 13'-4" 13'-2" 13'-3" 12'-9"
24' O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. g•.6" g'-0^ g•..6^ g'-0^ g'..6" 9'-2" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3"
16" 14'x" 14'-4" 14'x" 14'x" 14'-4" 14'-4" 16" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2"
25 .032 14'-9" 14'-9" 14'-9" 14'-6" 14'-7" 14'-2" 25 .032 20'-9" 20'-9" 20'-9" 20'-6" 20'-7" 19'-10"
24" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 24" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-3"
16" 17'-4" 17'x" 17'-4" 17'-4" 17'x" 17'-4" 16" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6"
.042 1T-9" 17'-9" 17'-9" 17'-7" 17'-8" 17'-1" .042 25'-1" 25'-1" 25'-1" • 25'-1" 25'-1"
24" 13'-3 r1l'-3" rl3'�-3'---j13'-3' 13'-3" 13'-3" 24" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0
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20'-6" 20'-6" 20'-6" 20'-6" 20'-6"
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CAMPBELL
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T!? MARS I•RAY
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ThinkPad\DuralumVAPMO 0195\521-14 Submit
0 '- p
No. C37948
EXP. 0313111
R3
CAMPBELL
Exp: I2 jq'
• CIVIL
THC%M IRAY
_ CAMPBELL
ThinkPad\DuralumVAPMO 0195\5-21-14
6.5" ROLLFORM
��UTTER FASCIA
„ ALUM. ALLOY
30044-136
SPLICE 0` NJn
WHERE 1 11
CCURS
0.075'_jJ__I)_ 11
TYP. � [�tl li
B MAG BEAM
ALUM. ALLOY
6063-T6
DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-H36
OR EQUAL
DBL.2"x6.5"x0.032"
`� ALUM. ALLOY 3004-1136
OR EQUAL
T=12 OR
14 GA.
A653 SS
GRADE 50
G60
.oar
TYP.
DBL. 3"x8"x0.042" BEAM
O W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 30041136
OR EQUAL
DBL. 3"x8"x0.042" BEAM
(0W/DL B. 12 GA. STL. INSERT
ALUM. ALLOY 3004-1136
OR EQUAL
NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES. THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3'x8• BEAM.
A 5.dwg, 827201411:4138 AM, CutePDF Writer.
SPLIC
WHEF
OCCUF
of
r
3"x8"x0.042" BEAM
n ALUM. ALLOY 3004-H36
OR EQUAL
.03r
ALUM.
HEADER
TYPES
I -BEAM
ALUM. ALLOY
6063-T6
4.5" MAG GUTTER
v ALUM. ALLOY
6063-T6
F--3.0" 4.0'
MAX.
&RBL -3"x8"x0.042"BEAM
AUM. ALLOY 3004 H36
OR EQUAL
T=12 GA.
ASTM A653 SS
GRADE 50 G60 3•�
.032"
ALUM.
I ' -=Jj
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
C ASTM A653 SS GRADE 50 G60
7
T=12 OR
14 GA
ASTM
A653 SS
GRADE:
G60
0.625'
3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
3"x8"0.042" 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
1.00' r 6
.040' ALUM.
.048' STEEL
28'
B 3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
C 3" SQ..ALUM. POST
ALUM. 3004-1136
HEIGHT LIMITED TO
ALLOY
3" SQ. STEEL POST
10'-0" MAXIMUM.
F ASTM A653 GRADE 50 CP60
/ 0.024
0.032'
0 04TJ
PLASTIC
PLUGS
010 SMS
24' O.1
EA SIDE
0' 2.(' '
3" SQ. ALUM. POST
WITH SIDEPLATES
AI I IKA AI I !lv QnriA_u,2c
OR EQUAL -
.
I L• 1
=3'SQ.xt=0.250'
0.375'
=3'SQ.xt=0.313'
INSERTT=.125'
=4'SQ.xt=0.188'
WHERE
ALUM
OCCURS
ALLOY
6063T6
7I
0.110'
TYR
7"I -BEAM
r ALUM. ALL
6063-T6 .
,-, W/ (1)'C" INSERT
V ALUM. ALLOY 6063-T6
W/ (2) "C" INSERTS
fl ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7"t -BEAM.
0.075
TYP. 3'�
E MAG POST
ALUM. ALLOY
6063-T6
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR DO NOT
CUT FLANGES AT END COLUMNS.
SQ. STEEL POST
ASTM A500 GRADE B
E
8
N E
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0: O
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<_ a)
=3'SQ.xt=0.188"
=3'SQ.xt=0.250'
IH
=3'SQ.xt=0.313'
=4'SQ.xt=0.188'
=4'SQ.xt=0.250'
SQ. STEEL POST
ASTM A500 GRADE B
E
8
N E
a
0
u- U
f o
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WaZW",
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ThinkPad(Duralum\IAPMO 0195Z-21-14 Submitt
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
A34 FRAMING ANGLE
SEE TABLE 2
NOTE: WHERE COVER CONSTRUCTION INCLUDES
A OR B, SRE.SPEgFlC ENGINEERING IS
REQUIRED
DESIGN (� WALL
LOADS OPENING
COVER
PROJECTION
NOTE: BRACKET CAN BE LOCATED
1/4.0 HOLESANYWHERE ON EAVE.
z�DETAIL
TABLE
COVER
LUSL
1
1
EXISTING
FRAMING MEMBER
AT ROOF WIND
OVERHANG 110, B
2" x 4" FULL 26'-0"
2" x 6" NOTCHED 26'-0"
2"X6" FULL OR 26'-0"
2"x8" NOTCHED
TO VERIFY ADEQUACY OF THE EXISTING¢
13/16'STEEL,Typ.
PROJECTION
AND
120, C
25'-2"
25'-7"
26'-0"
10, 20 psf > g
> 1g
2
TYPE AND NUMBER
OR RAFTER
(A) - SIMPSON A34 FRAMING ANCHOR
(B) - (2) SIMPSON A34 FRAMING ANCHORS,
FULL LENGTH OF RAFTER TAIL
10 PSF L.L. 20 PSF L.L.
WIND SPEED WIND SPEED
(EXP. B & C) (EXP. B & C)
110 120 130 110 120 130
SEE TABLE3
OR EM HANGER �
STUD WALL FRAMING WHERE ONE OR MORE OF THE
FOLLOWING CONDRIONS OCCUR:
NOTE: PROVIDE WATERwFASTENERS,
7YP. BRACKET PROTECTION, METAL FLASHINGR.F.
a AT EVERY 2x, I CHUCK JOINTS AND SLOPE
z Z o
30, 40 & So psl > 6-
> 14'
�� �,
� RAFTER BRACKET
/
'CHANNEL, 2X OR 3X"EAV
PANEL 2X OREXIST. R�ERS AT
3x ALUM. RAFTER24" O.C. AT ROOF
j EXIST. FASCIA BOARD OVERa
2X FULL DEPTH
ALLOWABLE PROJWOOD SCAB,
TO BEAM WHERE OCCURS,
SEE TABLE 1SEE TABLE 2 ?
/
NNECTION
&t=2OF OVERHANG DESIGN LOADS: /
�RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, 30, 40, & 50 psf !
2 EXIIS�TING RAFTER ALLOWABLE BENDING STRESS IS 1200 psL---
LEDGER OR WALL HANGER
WITH FASTENERS
PER TABLES 3 & 4
2x WOOD STUD ORALUM.
t Mll N. CONCRETE WALL
3Yi
�—
1' MIN.
l-
B WALL CONNECTION
J NOTE WALL LEDGER IS NOMINAL LUMBER SIE 2SB• (AT 27x6 Y-
MINIMUM RAFTERS), NOMINAL 2-x8- (AT 3-xB- MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2*x6 Y' OR 3'x8' ALUMINUM SECTIONS.
— I V UKFUN (OPTIONAL)
EXISTING EAVE ALLOWABLE PROD. TO BEAM
RHANG SEE TABLE 1
1 1/4" ' ) 2.6OR 2.e LEDGER
TER
12' W.
r(3
NOTE: PLACE'SIKA FLNOTE: BRACKET MAY BE
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL MOUNTED BELOW RAFTER
W/ SAME CONNECTION'S.
ALTERNATE EAVE CONNECTION
C NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD.
N
ul
0 7 v
(a cc
w
= o
�r j o X.
W o
f
a Cc
z o
v =
O a Z
~ K
o
"
n.
g
o 0
o
i
o
`O _a
w °C
a m
TABLE
COVER
LUSL
1
1
EXISTING
FRAMING MEMBER
AT ROOF WIND
OVERHANG 110, B
2" x 4" FULL 26'-0"
2" x 6" NOTCHED 26'-0"
2"X6" FULL OR 26'-0"
2"x8" NOTCHED
MAXIMUM
SPEED
110, C
26'-0"
26'-0"
26'-0"
(MPH)
120, B
26'-0"
26'-0"
26"-0"
PROJECTION
AND
120, C
25'-2"
25'-7"
26'-0"
EXPOSURE
130, B 130, C
25'x" 20'-7"
25'-4" 21'-2"
26'-0" 26'-0"
TABLE
Q =
o
m_
2
TYPE AND NUMBER
OR RAFTER
(A) - SIMPSON A34 FRAMING ANCHOR
(B) - (2) SIMPSON A34 FRAMING ANCHORS,
FULL LENGTH OF RAFTER TAIL
10 PSF L.L. 20 PSF L.L.
WIND SPEED WIND SPEED
(EXP. B & C) (EXP. B & C)
110 120 130 110 120 130
OF FASTENERS REQUIRED
CONNECTED TO EXISTING ROOF
USING SD9112 SCREWS
EACH SIDE, USING SD9112 SCREWS
25 PSF S.L. 30 PSF S.L.
WIND SPEED WIND SPEED
(EXP. B & C) (EXP. B & C )
110 120 130 110 120 130
AT ROOF PANEL
OVERHANG
WITH 2x FULL DEPTH
40 PSF S.L.
WIND SPEED
(EXP B & C)
110 120 130
WOOD SCAB
50 PSF S.L.
WIND SPEED
(EXP. B & C
110 120 130
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
COVER NUMBER AND TYPE
LUSL OF FASTENERS
YF H SIMPSON STRONG-SOLT 2 SS
� 0 AT 48" O.C. (a,b)
20 AZT 48'IO.CS(b; TRONGBOLT 2 SS
;
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(A) (A) (A)
-5'
(A) (A) (A)
(A) (A) (A)
25
J
Yz' 0 SIMPSON STRONG BOASSz
AT 48'O.C. (a,b)wOz
J
Z
06'
D 13
O30
L
20
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25"-2"
25'-4"
20'-7"
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7'
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
AT036'IO.C. Ob;TRONG BOFzz
2"x6" FULL OR
2"x8" 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)
g'
(A) (A) (A) (A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
40
XFO
ATB SIMPSONSTRONG-BOLT 2 ss
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)
(g) (B) (B)
(B) (B) (B)
m
LL
U ti m
a i W W
U3
} 5 g v
o v; I
> a W
>> M a r
y
Q 14 m
as o m m
25
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25-2"
26x"
20'-7"
11'
(A) (A) (A) (A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
0 SIMPSON STRONG BOLT 2 ss
50 24.O.C. (a,b)
FAT
FOOTNOTES TO TABLES 3 & 4:
a. EMBED ANCHOR 3" MINIMUM INTO
CONCRETE WALL AND INSTALL IN
ACCORDANCE WITH ESR -3037
b. USE 3" SQ.xY4" STAINLESS STEEL I
WASHER WHEN INSTALLING NEW
WOOD LEDGER AGAINST EXISTING
CONCRETE WALL.
c. WHERE ROOF PANEL RAIL OCCURS,
USE Y2" DIAMETER LAG SCREW IN
LIEU OF (2),V4- DIAMETER LAG
SCREWS.
2" x 6" NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26-0"
26'-0"
26"-0"
12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (g)
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
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
2" x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16-0"
16'-0"
(C) - (2) Y4' DIAMETER LAG SCEWS
(D)- %" DIAMETER LAG SCREW
(E) - 3/" 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"
2"x8" FULL OR
2"x10" 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.
F
m
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C )
WIND SPEED
EXP. e & C
( )
WIND SPEED
(EXP. B & C )
WIND SPEED
(EXP. & C)
WIND SPEED
(EXP. B & C )
ru
>
B
a
105'.F.
40
2" x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11-7"
11'-7"
2" x 6" NOTCHED
15'-6"
15'-6"
15'-6"
1 S-0"
15'-6"
15'-6"
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
2"x6" FULL OR
2"x8" NOTCHED
19'-6"
19'"6"
19'-6"
19'-6"
19'-6"
19'-6"
5'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)m
6'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
2"x8"FULL CH
2"x10 NOTCHED2"
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)
rJ0
iP&21-14 A S.dwg,
x 4" FULL
2"x6" FULL OR
2"x8" NOTCHED
8"-11"
12'-1"
15'-3"
8'-11"
12'-1"
15'-3"
8'-11"
12"-1"
15-3"
8'-11"
12'-1"
15-3"
8'-11"
12'-1"
15'-3"
8'-11"
12'-1"
15'-3"
8'
9'
10'
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(C) (C) (C)
(C) () (C)
(D)
(D) (D)
(D) M(D)
(D) (D)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E) (E) (E)2"x6"NOTCHED
(E) (E) (E)
(E) (E) (E)
a m
2"x8" FULL OR
2"x10" NOTCHED
8.27201411:45:12 AM, CutePDF
20'-9"
Writer,
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (E) (E) (E)' (E) (E) (E)
12' (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
. ,. '% b
O YAAS I. • �'
CAMPBELL •:O
Exp,
I CIVIL
�b.���.•1841�
'ni0MAS E2AY
CAMPBELL
ThinkPad0uralumUAPMO 019515-21-14 SubmN1
41
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS,
T=.060" TYP.
2.740"
SEE TABLE 3, SHEET 4
r
a
w
FASTENERS,
1.50" SEE TABLE 3 SHEET 8 300" 078
.z
U v •�
w n
ALUM. 3004-H36
"
.06m 25"R .63 "
0
T=.060"
FASTENERS
N
o
F
a
1.5
L= 0.04"
012;90" 202" FASTENERS,
DIA. SEE SHEET 4
f° O O5•
.563" 281"
SEE TABLE 3 SHEET 8
Q
g-
Ow m
h r_ U
a Q
N � � _ J -2
A
-. i
O U FASTENERS
ROOF PANEL 3 CONTINUOUS
OCCURS)
(71
o
w o
C-4 c; co
SHEET 8
o
a w
m a o
SEE TABLE 3
175"
060" I ' ,ten I FASTENERS, w
t---� SEE SHEET4 ALUMALLOY
6063-T6
I
}-1.880"
FASTENERS,
SEE TABLE 3, SHEET 4
-
O- z
o a aq
~
ALUMALLOY
ALUM. ALLOY
w
6063-T6
AL LOM63-T60Y
6063-T6
8
ROLLED
O HANGER
O EXTRUDED HANGER / CONNECTION
OC I.R. HANGER
"H" BRACKET
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
LL
a. n. n.
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
C M
AT ROOF LOADS EXCEEDING 30 psf.
N
(3) Y2"0 LAG SCREWS
1 1/2" 10# L.L=(2)#14 SMS EA SIDE
N o
N
20#.25#.30# LL=(314 SMS EA SIDE
SPLICE TO
#14 SDS,
3 PER SIDE
40#,50# LL=(4)#14 SMS EA. SIDE
,,)BEAM
�/ OCCUR DIRECTLY OVER 5/8.0 PLASTIC
o =
K.
POST. NOT PERMITTED PLUG WHERE
a
O "I
1-
3/4 OR 1 1/2
6 SCREWS @ 2 -POST UNITS
°C I SCREW 15 INSIDE
- REQ
> o2"x61/2"OR
_
PER SIDE I_5"
#14 SMS MAY
5"MIN. 3"x WALUM.
3.5" 3.5" BE USE AS
ALTERNATE TO
RAR
BOLTS
F-
A�n
3.5"1/4'0
3• "
3"X8ALUM.-
3/4" OR 1 1/2-
---------
5-
W a z ZU)
0,3 a
1- HEADER
U -BRACKET
5"8"BEAM
1 OR t
a..X
0F
a wLll
EXISTING WOOD STUD FRAMING
S❑EENOTESu3"X8"ALUM.
STUCCO
E) STUCCO
BELOW I 1 6 1/2"SIDEPLATE EA.(E)
RAFTER
x 3-12"LAG SCREWS LL=10 psf
SIDE SEE POST SCHED.
PENETRATION BRACKET
0 x 3-1/2" LAG SCREWS LL=20, 25 and 30 psf
2 EACH 5/8"0 x 3-1/2' LAG SCREWS LL=40 and 50 psf
#14 SMS EA. SIDE
8
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
D HEIGHT
TO AND I BOTTOM. 3 -SQ. POST BETWEEN SIDE PLATES
THREADED PORTION OF SHANK COMPLETEE
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
LL
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
BEAM TO POST CONNECTION 8
f •o`
as K uj m
F U . i
1 12" OR 2'LATTICE #8 S.M.S.
'013 "
ALTERNATE 1 2" DOUBLE RAFTER-
#8 S.M.S. EACH SIDE
EXISTING ALUMINUM MEMBER WITH
>a a n
BOLT CONNECTION PLAN 2
LATTICE 1 12" OR 2"
SHEATHING WOOD FILL OR
DBL. 3"x8"x0.042 BEAM
O m z A
ALTERNATE:
NOMINAL LEDGER
OR DBL. 2x6.5 -x0.032'/0.042" BEAM
� ^�
e
4414 S.M.S. EACH
J (NEW OR EXISTING)
F a m
RAFTER TO COL
a '. SEE NOTE, DETAIL B,
a o m
CONNECT. (8 TOT.)
2"x6.5" OR 3"x8- RAFTER
=' SHEET 8
Lu:) -
I° I
ALTERNATE: 12- BOLT
ai
I o o
�,
t•
-
°
m
u
w
4.5"0 s•
ALTERNATE-
, FASTNERS, SEE TABLE 3,z
Z a
1.
(2} #14 S.M.S. EACH RAFTER
" SHEET 8
m H g c
TO COLUMN CONNECTION
�
5/8'0 ACCESS HOLES
3"x 3"STLPOST (24)0ALTERNATE:
(4 -TOTAL)
;s
INSTALL 6 - #14 X 3/�
C30 7i CC:
INSERT ATTACHED OR (2}2x6.5' OR
A ALTERNATE:
LONG SDS @ EACH
3" SO. POST
3"x 3"STL.POST COLUMN (2}3"x8 -HEADER
FOR FREESTANDING
(2} 2x6.5" OR (2}3"x8" HEADER
EXISTING XSTUCCO
HEADER TO COLUMN
(12 FASTENERS PER
(2}1/2 -BOLT
ALTERNATE:
OR EQUAL
CONNECTION)
Z -x 6 5" SIDEPLATE
3"X3"x0.024" (1) - 1/2- BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
2.5" PENE. INTO EACH WOOD STUD
LL
O
W W
DBL. RAFTER / DBL. HEADER CONN. 4O
STUB COLUMN TO DOUBLE HEADER CONN. O5
EXIST.STUCCOT
O
DOUBLEHEADER
O O
a w
CLx
a co
DETAILLEDGER
DETAIL
anC91_1A a Sd,.," ft '1 IA 11 -AA -AT ASI r A PnF: Wrhnr.
• A ,
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
T BRACKET, -Q 3"SQ. POST
W/ (4}#14 SMS EA: SIDE OF OST
OR 12" M.B. THROUGHPOSTUSE
/ POST OST TY E B CKD, OR ETH
POST
i STEELY BRACKET OR 9" SQ.
BASE PLATE USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K
(2)-3/8-0 STRONG -BOLT 2 SS SEE TABLE 1
/ EA- BRACKET TO SLAB.
9 12" MINIMUM DISTANCE TO
EDGE OF SLAB. .`
33" MINIMUM DISTANCE FROM /
SLAB CRACK TO COLUMN. I I I
(1%8 MIN. EMBEDMENT) 4
a
DE a
L" SLAB SHALL BE IN e POURED CONCRETE
GOOD CONDITION FOOTING SEE TABLES
4 /
FOR SIZE �
312" MIN. L
r / SEE FOOTING I -S �^J I
. /IN BEAM SPAN TABLE OUB
,. /
OEXISTING SLAB POSTS TO CONC. FOOTING
7 ATTACHED COVERS ONLY O ATTACHED COVERS ONLY
TABLE 1
ATTACHED ONLY
FOOTING 8� ANCHOR BOLTS
TABLE 2
ATTACHED AND
FREESTANDING
ALTERNATE FTG.
SINGLE POSTS
FOOTING SIZE
BOLTS EMBED.
CUBE SUE SQ 18• DEEP • CUBE FTG.
18' 18" SQ. 12"
17• - 22• CUBED (1)
(2}3/8•0
1 7/B•
20" 21" SQ. 12"
23.8 24• CUBED (1)
(2)-12.0
31/4•
22" 25" SQ. 16"
24" 28" SQ. 20"
25"- 30• CUBED (2)
(4}12.0
31/4"
26" 32' SQ. 23"
31"- 34• CUBED (2)
(4}5/8.0
4'
28" 35" SQ. 25"
30- 39" SQ. 28"
3S - 39 CUBED (2)
(a}3/a 0
4 3/a•
32• 43' SQ. 30"
�• - 42• CUBED (2)
(4}3/4.0
4 3/4"
34" 4T SQ. 32"
36" 51" SQ. 34•
NOTE GBOLTS SHALL BE SIMPSON STRONG BOLT 2 SS
(ICC-3037)
1) MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE.
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASEPLATE
38" 55" SQ. 37"
4(r 60" SQ. 39"
42" 64" SQ.41"
44" 69• SQ. 43•
CUBE FOOTING Wi3lrtSLAB
tioTutit E,y 1.60"
1.5
.090" TYP.
<1522Q2 INSTALL 1Y" x 1YZ x YB" HDG
WASHER PLATE AT ANCHORS
T:10hY/iS TRAY FOR 130 MPH
CAh9PoELL
NOTE: CONCRETE SLAB ANCHORS SHALL BE
Rirl(k s" DIAMETER SIMPSON STRONG -BOLT 2 SS
q 7/16"0 HC
FOR 3/8" 1
ASTM A500 GRADE B
INSTALL 1Y2" x 1Yz" x 3(," HDG
WASHER PLATE AT ANCHOR:
.157".
TYP.
USE FOR 3" OR 4"
STEEL POSTS
(� 2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1
I ALUM 'T" BRACKET C I STEEL "T" BRACKET CD
Th(nkPad(DuralumUAPMO 019515.21-14 Submitta115-21 14 A 5.dn, 827201411.4536 AM, CtOPDF Wmer,
STEEL POST ONLY:
USE POST TYPE
F. G, H. 1, J OR K
I j
1 I
I I
12 DEPTH OF I
FOOTING OR
12" MIN. EMBD. I
EZI
Ho .iAS•1. '•
ALUM. ALLOY 3.00" OR
CAMPBELL
( 14 : m
6063-T6 2.40"
Exp:
•' CIVIL ��
1.375"
No •�sa�;
r o 75„
tioTutit E,y 1.60"
1.5
.090" TYP.
<1522Q2 INSTALL 1Y" x 1YZ x YB" HDG
WASHER PLATE AT ANCHORS
T:10hY/iS TRAY FOR 130 MPH
CAh9PoELL
NOTE: CONCRETE SLAB ANCHORS SHALL BE
Rirl(k s" DIAMETER SIMPSON STRONG -BOLT 2 SS
q 7/16"0 HC
FOR 3/8" 1
ASTM A500 GRADE B
INSTALL 1Y2" x 1Yz" x 3(," HDG
WASHER PLATE AT ANCHOR:
.157".
TYP.
USE FOR 3" OR 4"
STEEL POSTS
(� 2- 5/16"0
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1
I ALUM 'T" BRACKET C I STEEL "T" BRACKET CD
Th(nkPad(DuralumUAPMO 019515.21-14 Submitta115-21 14 A 5.dn, 827201411.4536 AM, CtOPDF Wmer,
STEEL POST ONLY:
USE POST TYPE
F. G, H. 1, J OR K
I j
1 I
I I
12 DEPTH OF I
FOOTING OR
12" MIN. EMBD. I
(3)-3/470 E
FOR POST TYPE F, G, H, I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
3" OR 4" SQ.
INSERT
i" x 0.188"
ASTM A500
GRADE B
STEEL
2 FLANGES
EZI
' i I
w
POST
BASE FLARES
INSERTN6Y2�-
TO 3"WIDE EA.9"
J
0 ED
OF FLANGES
SQ. X 5/8" THK.SIDE
POST,
THK. BASE PLATEFOR
LL
(ASTM A500 GRADE B STEEL4"
)1
1-7/16"0 HOLE
1 Ya"
wZ
W Q
U)
TYP. EA. SIDE
�. •.
D
(1)-12-OM.B.
BASE PLATE ANCHOR
U3
x9"LONG.1'
pb�-:- :':
(L Q
FROM ENDW
m
OF POST
Z
POURED
CONCRETE
SQUARE, SEE FTG.
FOOTING
SCHEDULE IN BEAM
SPAN TABLES
POST
EMBED.
O9SQUARE
INTO FOOTING
(3)-3/470 E
FOR POST TYPE F, G, H, I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
3" OR 4" SQ.
INSERT
i" x 0.188"
ASTM A500
GRADE B
STEEL
2 FLANGES
INSERT TO
BASE PLATE 3/16"
2 1/8" APART
POST
BASE FLARES
INSERTN6Y2�-
TO 3"WIDE EA.9"
OF FLANGES
SQ. X 5/8" THK.SIDE
POST,
THK. BASE PLATEFOR
D
WIDE FOR 4" POST
(ASTM A500 GRADE B STEEL4"
)1
1-7/16"0 HOLE
1 Ya"
& 2-3/8" HOLES
TYP. EA. SIDE
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
:,.
1l5. C37948
EXP. 03131/ 1
....:;-
0: gAS 1.
CAMPBELL -on
14 ;z
ExpC4VIL .
�o •isa��'
THOWAS IRAY
ckWOE1L
LATERAL
a�
2"X6.5"X0.032" SIDE PLATES
5
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
3
6'
2
3
3
3
3
4
7'
2
3
3
4
3
4
8'
3
3
3
4
4
5
9'
3
4
4
4
4
5
10'
3
4
4
5
5
6
11'
4
4
4
5
5
6
12'
4
5
5
6
5
7
13'
4
5
5
6
6
7
a�
2"X6.5"X0.042" SIDE PLATES
Da
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 1
5
5
6
12'
3
4
4
5
5
5
13'
4
5
4
6
5
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
TNnkPadV)uralumUAPMO 0195\5.21-14 SubmIttaW21-14 A 5.dwg, 827201411:4638 AM, CutePDF
RC
INSULATE
INTERLOCKII
WALL
HANGER
CE RESISTING
FRS) FOR ATTACHED COVERS
@ 6 SCREWS
PER SIDE
3.5'
3.-5-'-
M ORF21
SEE NOTES I
BELOW 1
#14 SMS EA. SIDE
TOP, MID HEIGHT
/BEAM SPLICE TO
J/ OCCUR DIRECTLY OVER 5/8' 0 PLASTIC
iPOST. NOT PERMITTED PLUG WHERE
@ 2 -POST UNITS srpr:w IC IIJCITIF
I
5' #14 SMS MAY
BE USE AS
3.5' ALTERNATE TO
1/4'0 BOLTS
3.5'
i 5" 8" BEAM
6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED
AND BOTTOM. `3"SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
1❑ 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2}2" x 6 1/2" x 0.042"
W/ (6}#14 S.M.S. EACH SIDE. El W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLYUSE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROOF PLAN
FASTENERS,
SET 4
SEE SHEET 4
ROLL -FORMED #14 SMS Q 32' O.C. MAX.
OR IRP (4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
QROOF HANGER
#14 SMS @32'O.C.
4 MIN. PER""—
ALUMINUM S
TOP 8 BOTT. 0.024'
P
QROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
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No. C37946
EXP. 03/31/t
cCIF r m
toMAS
CAMPBELL ':Q
Exp: 12 19' = m
CIVIL
NO,•1
-A #4
TH0D4AS TRAY
BEAN
SPLICE DETAILS
SIMPLE SPLICE
TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
11 BEAM TO POST DETAILS 12
FULL MOMENT
� I
AIDSMS
(e TOT. TYP THICKNESS =.035 (24 S.M.S. "=.035"
n TYP. THICKN+ 11 + i'+ + +
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1-136
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 8E EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE uSFn
SPLICE WHE
OCCUP
ALUM. ALLOY
6063-T6
4"I -BEAM
MOMENTCSPUCE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
OCCU
ALUM. ALLOY
7" I- CAM
1 Y2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
pp 1.50" 1.50"
.018"
U
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MOMENT C-SPUCE
Pi 2"x3" LATTICE TUBE P�
ALLOY 31
L 3"
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I -BEAM ALUM ALLOY
(6061-T6) ALTERNATE
STL. GBEAM
SO. POST
(2)#10 S.M.S.@ EA.
VALLEY. TYP.
NOTCH 1 -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 5/6.0
THRU-BOLTS @ 4- I -BEAM,
AND (3) - 518- 0 THRU BOLTS
@ T I -BEAMS
H - BRACKET TO POST
f" x 8'x.042" BEAM,
)" SQ. STEEL OR
AAG BEAM.
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
I 13" X 3" ALUM. OR
STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO,RAF;TER
1 12" SO., 2" SCl ,
OR 2"x3" LATTICE
#8 x 21SMS, 2 12" @ W O.C. MIN.
OR 3 12". TYR r UP TO 6"O.C. MAX.
RAFTER
BEAM TO POST DETAILS
LL DECORATNE FASCIA
ALUM. OR HARDBORD)
`�- (12) - A14 x 12' S.M.S. EACH SIDE OF 3 -
SO. POST (B -TOTAL))
ALTERNATE: 1/4'0 BOLT W/ WASHER
EA- SIDE OF 3' SO. POST
+
1.1
o
O+"
L—
II 2357* / 3' SO. POST
4414 x 1Q' S.M.S. EACH SIDE OF 3•
SO. POST (&TOTAL)
ALTERNATE: 1/4'0 BOLT W/ WASHER
EA SIDE OF 3' SQ POST
GUTTER FASCIA
3 3' SO. POST MAG BEAM
FOR 240'
3'SO. STL BEAM
RAFTER "TAIL" TO GUTTER 15
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
FASTENER TO FASCIA - SEE TABLE
3'-0" 12 - #14 SDS FASTENER TO RAFTER TAILS - SEE TABLE
FASTENER SPACING = 314"
OPTIONAL LATTICE TUBES
#14 x 1/2" S.M.S. TOP AT OVERHANG
& BOTT. (2) -TOT. ---\ dl
ROOF PANEL
(j FASTENER 612"
GROUP
ROLLFORMED OR
EXTRUDED GUTTERRACKET
It
X#14
S.M.S. @12-O.C.
FAScw6
12'x2'x.024
L" SEE TABLE
RAFTER
"U" BRACKET - RAFTER TO BEAM 17
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HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS
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TRIBUTARY WIDTH TABLE
PROJECTION a
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f
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as
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h OR LIGHT FIXTURE TYP•
x ( MAX. 30 lbs. ) W - W
Z�z>
w #12 S.D.S. SCREW m = o
#14 x 3 1/2" S.D.S. SCREW = W W
FAN BEAM AT BEAM AT HANGER CHANNEL � < R �
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ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
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O W
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CLEAR SPAN (FT.)
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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' S 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 L-1
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11 11 12
12
NP
NP
NP
NP
NP
NP
NP
T=12 GA.
ASTM A653 SS
GRADE 50 G60 3-0'
.032'
ALUM.
F�-3.0'
3" SQ.x0.032" ALUM. BEAM
��1W! 12 GA. STL. "U" CHANNEL
C ASTM A653 SS
GRADE 50 G60
BEAM TYPES
0.03r 6s
0.042
1 4.(r -�-2.0'-J
2"x6.5"x0.032"
ALUM. ALLOY3W"36
OR EQUAL
(-,1 D B L. 2"x6.5"0.042"
0.042"
ALUM. ALLOY 30044H36
OR EQUAL
0.04r
TYP.
3.0'----i-=---MAX
&R L. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
ISEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED COVERS
Th1nkPad\Duralum\IAPMO 0195\521-14 SubmhMM-28-14 D 4.dwg, 62612014 6:3425 AM, CutePDF Wrtter,
7
0.04r
TYR
K 3"x8"x0.042" BEAM
�, ALUM. ALLOY3004-H36
OR EQUAL
14 GA.
ASTM
A653 S:
GRADE
50 G60
0.625
3"x8"x0.042" BEAM
:W! 14 GA. STL. INSERT
rv1 ASTM A653 GRADE 50 G60
3"x8"x0.042" BEAM
,-�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.
-T=12 OF
14 GA
ASTM
A653 SS
GRADE
50 G60
.042"-
DBL. 3"x8"x0.042" BEAM
( ,;1 W/ DBL. 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
DBL. 3"x8"x0.042" BEAM
W/ DBL. 12 GA. STL. INSERT
ASTM A653 GRADE 50 G60
NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 358' BEAM.
ATT
-ACHED &FREESTANDING LATTICE COVERS 10 PSF LIVE LOAD 1.1.0,_120,.130 MPH --EXP: B & C
FOOTNOTE: "SAMPLE'
3" SQ.x0.032" ALUM. BEAM (-,'�DBL. 2"x6.5"x0.032" w1 3"X8"X0.042" BEAM
W/ 12 GA. STL. "U" CHANNEL I OR -
FIGURE INDICATES
_
EXPOSURE B f�-
• e
FIGURE INDICATES
O,zIRS ( •,.A
EXPOSURE C
CNMRSELL '��
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C.
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CIVIL
•••'
SPACINGM
'��
FOOTNOTES TO ALL SPAN TABLES:
Ho, 184�R
1. FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
FTG,
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MIN.~_�wONSLAB
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
1�� F,4,
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
•�'
SHOWN IN THIS COLUMN OR THE MAXIMUM POST
SPACING (IN.)
(SPAN)
SPACING SHOWN FOR THE SELECTED BEAM.
TMINMSA•POST
SPACING
s FOR 3"x8
3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE
TIiC Q HAY
MAXIMUM COLUMN SPACING MEASURED AT THE
S� pf3f11
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR
• •
25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB
�q p
EDGE SHALL BE 9 1/4' MINIMUM.
ISEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED COVERS
Th1nkPad\Duralum\IAPMO 0195\521-14 SubmhMM-28-14 D 4.dwg, 62612014 6:3425 AM, CutePDF Wrtter,
7
0.04r
TYR
K 3"x8"x0.042" BEAM
�, ALUM. ALLOY3004-H36
OR EQUAL
14 GA.
ASTM
A653 S:
GRADE
50 G60
0.625
3"x8"x0.042" BEAM
:W! 14 GA. STL. INSERT
rv1 ASTM A653 GRADE 50 G60
3"x8"x0.042" BEAM
,-�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.
-T=12 OF
14 GA
ASTM
A653 SS
GRADE
50 G60
.042"-
DBL. 3"x8"x0.042" BEAM
( ,;1 W/ DBL. 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
DBL. 3"x8"x0.042" BEAM
W/ DBL. 12 GA. STL. INSERT
ASTM A653 GRADE 50 G60
NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 358' BEAM.
ATT
-ACHED &FREESTANDING LATTICE COVERS 10 PSF LIVE LOAD 1.1.0,_120,.130 MPH --EXP: B & C
3" SQ.x0.032" ALUM. BEAM (-,'�DBL. 2"x6.5"x0.032" w1 3"X8"X0.042" BEAM
W/ 12 GA. STL. "U" CHANNEL I OR -
o
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ATTACHED FREESTANDAVG
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SPACING
MIN.
MAX.POST FTG.
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ACING
FTG,
MIN. MAX.POST MAXPOST FtG,
MIN.~_�wONSLAB
3
(IN.)
(SPAN) (1)
POST
TYPE
SPACING (IN.)
(SPAN)
TMINMSA•POST
SPACING
s FOR 3"x8
((N))
SPPOSTACING SPACING IN
DBL
FBEAM ((1)N.)
OST
PTFE
O(2),(3)
(1)
TYPE rFOR
x6.Sx003r
O
13'-7"
5'
15
B
14'-7" 29
G
14'-1 15'x"
15 14'-1 15'x" 2816'-9"
r
rOF�
[16'-9"
17
14'-7" 31
H
14'-10" 15'-4"
B
17 14'-0" 15'-1" 30G5r
r
V-4"
6'
5'-3" 16
15'-3" 18
B
13'-3" 28
G
13'-7" 14'-1"
B
15 13'-7" 14'-1" 28
o1
-j w
13'-3" 30
H
13'-7" 14'-1"
17 13'-3" 13'-9" 29
G
6�
0. ,"„ �
9'-9"
7'
14'-2" 16
B
12•-4" 28
G
12'-7" 13'-1"
B
15 12'-7" 13'-1" 28
M o 0
14'-2" 18
12' 4" 30
12'-7" 13'-1"
17 12'-3" 12'-9" 29
G
7'
v a cxi
J
8'-6"
8'
13'-3" 16
13'-3" 19
B
11'-7" 29
G
11'-9" 12'-3"
B
16 11'-9" 12'-3" 28
0
11'-7" 29
11'-9" 12'-3"
18 11'-0" 12'-0" 28
G
8
W
T-7"
g
12'-7" 19
C
0. 2911'-211•-2"11'-711-7"
G
B
168 11'-;0'-1011
228
0
11'-0" 29
11•x-
G
g'
6'-10"
10'
12'-0" 17
12'-0" 19
C
10'
330
G
10'-710.-7" 11'-011-0"
B
169 10'-710.-3" 11'-0
2Z9
0'-4"
0'-8"
G
10'
6'-2"
11'rl'-4"
17
20
C
9'-10" 30
H
10'-1" 10'-017
B
10'-1" 10'-6" 29O
a
-4"
9'-10" 30
10'-1" 10' 6"
19 9'-10 10=1" 29
G
11'
18
20
C
9'-6" 30
H
9'-8" 9•-S"
C
17 9'-8" 9'-8" 29
LL12'10"
s'-6" 3o
s'-8" s -a"
s' -r 29
G
12'
o
Ko
01
��'
�Qx
ATTACHED
FREESTANDING
ATTACHED- FREESTANDMG
>UJ
n_'MAX.COL.
!
SPACING
F F
o
m
r
0
MAx.POST FTG.
SPACING
MIN.
MAX
MAx.POST FTG. MIN.
MAx.POST MAx.POST
SPACING
FTG,
MIN. MAX POST MAx.PosT �(,�
MIN-
LL i
ON SLAB
'
(IN.)
POST
SPACING (IN.) POST
SPACING .
-
PN.)
POST SPACING SPACING ?:co
t� 0
-
_
y
(2) (3)�'�J;
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
FOR DBL FOR 3"x8'',
rx6.5'x0.03r BEAM-""
(1)
TYPE FOR DBL FOR 3�c8' (IN.) PAST
TYPE
m
2'x6Sx0.032 BEAM (1)
13'-7"
L��
16'-9" 16
16'-4" 18
B
14 �4'-7" 333 H
14 -114
15'15.2"
B
15 14'-114•-1" 15'-4-4'-7" 331
J
�"
8 G
�-
Q .
11'-4"
6'
15'-3" 16
15'-0" 19
B
13'-3 30 H 13'-7"
14'-1"
B
16 13'-7" 14'-1" 29
o
tu o o co
13'-3" 32 I
13'-4" 3'-10
18 2'-10" 13'-4' 31 G
6' to, Tw
g._g"
7, 14'-2" 17
3'-10" 19
B
12'-4" 29 G 12'-7"
13'-1"
B
16 12'-7" 13'-1" 29
Rkcft W
12' 4" 31 I
12'-4" 12'-10
19 12'-0" 12'-4" 30 G
7 g a LL
J
8'-6"
8' 13'-13.-0" 120
B
11'-7"1 11'-9"1
231 G 12'-312.-1"
B
17 11'-9" 12'-3" 28 ,
J
-7" H -a"
19 11'-2" 11'-7" 30 G 8
T-7"
g' 12'-7" 18
12'-3" 20
C
11'-0" 29 G 11'-2" 11'-7"
B
17 11'-2" 11'-7" 29
LL
11'-0" 30 H 11'-0" 11'-4"
20 10'-7" 11'-0" 29 G g'
6'-10"
10' 12'-0" 18
11'-a" 21
C
10'-4" 30 G 10'-7" 11'-0"
B
17 10'-7" 11'-0" 29 3
�f
10' 4" 30 H 10' 6" 10'-9"
20 10'-1" 10'-4" 29 G 10' }
i'_f
j0
6'-2"
11'rl'-4"18
21
C
9'-10" 30 10'-1" 10'6"
H
B
co
17 10'-1" 10'-6" 29 ��
9'-10" 30 10'-0" 10'-3"
20 9'-7" g•-0" 29 Go m
T-8"
12'18
C
9'-6" 30 H 9'-8" 9'-8"
C
18 9'-8" 9'-8" 29
21
9'-6" 31 9'-7" 9'-4"
21 9'-2" 8'-9" 30 G ¢�¢
FK,�
b<u
O
MAX.COL.
a ATTACHED
FREESTANDING ATTACHED FREESTANDING ° w o
SPACING
D MAX.POST FTG. MIN.
SPACING
2 z
MAX.POST FTG. MIN, MAX.POST MAX.POST FTG. MIN. MAX POST MAX POSTTF G, MIN. -' E Al
' "
17'§
ON SLAB
(IN.) POST
CC
SPACING (IN.) pOST SPACING SPACING (IN POST SPACING SPACIN¢ o
FOR DBL FOR POST
(2), (3)
r (SPAN) (1) TYPE
(SPAN) (1) TYPE 3"x8' 1) TYPE FOR DBL FOR 3'x.)
2'x6S•x0.03r BEAM () TYPE
2'x6Sx0.03r BEAM )
m13'-7"
5' 16'-9" 17 B
15'-0" 19
14'-7" 32 1 14'-1 15'-" 16 14'-1 15'-2" 31 G
B
14'-7" 34 J 14'4" 14'-10
19 13'-8" 14'-2" 33 H6'
15'-3" 18 B 13'-3"
13'-9" 20
31 1 13'-7' 14'-1" 17 13'-7" 13'-10" 31
B
13'-3" 34 J 13'-1" 13'-7"
19 12'-6" 13'-0" 32 G W14'-2"
18 B 12'-4"
20
31 H z9'-9"' 12'-7" 13'-1" 17 12'-7' 12'-1 3012'-9"
B
12'-4" 33 J 12'-2" 12'-7" 20 11'-7" 12'-1" 31 G 3 y
J
8'-6"
8' 13'-3" 18 B 11'-7"
11'-10 20
30 H 11'-9" 12'-3" 18 11'-9" 12'-1" 2 ' o
B
J
G 8,
11'-7" 32 J 11'-4" 11'-9" 20 10'-10" 11'-3" 31ow
7'-7"
g' 12'-7" 19 11'-0"
11'-3"
30 H 11'-2" 11'-7" 18 11'-2" 11'-4" 29 ,L1..
B
2111'-0"
32 1 10'-9" 11'-2"
21 10'-3" 10'-8" 30 G 9U)
6'-10"
dfB3
10' 12'-0" 19 10'
4" 30 H 10'-7" 11'-0" 18 10'-7" 10'-9" 29 c u-
10'-8" 21
10'-4" 32 G 10'-2" 10'-7" B 21 9'-9' 9'-10" 30 G 10'
®
6'-2" 11'
11, 10'-2" 122 C 9'-10"
30 H 10'-1" 10'-0' 19 10'-1' 10'-3" 29 0
B
r
9'-10" 32 I 9'-9" 9'-10" 21 9'-3" g•-0" 31 G 11' a w
w
5'$" 12' 0'-19"_9" 222 C 9'-0" 31 H 9'-8" 9'-8" 19 9'-8" 9'-4" 29 < ai
C
9'-6" 33 J 9'-4" 9'-1" 22 9'-0" 8'-3" 31 G 12'
Na. C37948
EXP. 03/31/%
or
• Fid�AAS I. • �`
CAMPBELL :0
;z
Exp; i2 .rte
CIVIL
6 •. aba
RIC4FAS (RAY
CAi;1P8a L
ThinkPad\Duralum\IAPMO 0195\5-21-14 Submhta
ATTACHED & FREESTANDING LATTICE COVERS -10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
2"x6.5"x0.042"
DBL. 3"x8"x0.042" BEAM
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18'-0" 29
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21'$" 16
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13'-7"
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18'-0" 16
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18'-0" 31
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21'$" 17
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19'-9" 22
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12'-0" 21
11'-7" 30
14'-0" 23
14'-0" 32
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