BPAT2015-0041Applicant:
LIFETIME PATIOS
P O BOX 5806
LA QUINTA, CA 92248
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 770843
Date: / ib" /] Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a. civil penalty of not more than five hundred dollars
($500).:'
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply,to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will. have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(� 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
Contractor:
LIFETIME PATIOS
P O BOX 5806
LA QUINTA, CA 92c48
(760)772-0013
Llc. No.: 770843
, WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of tie following declarations:
I have and will maintain a certificate :)f 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 tFe work for which this permit is issued, I
shall not employ any person in any manner so a: 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 3730 of the Labor Code, I shall forthwith
comply with those provisions.
Date: 2 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COM PENSATfON COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000h. IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR N 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 ap"plic+tion 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 i2suance of such permit, or cessation of
Gvork for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representat ves of this city to enter upon the above-
mentioned property for inspection purposes.
Date: - 2L4 Signature (Applicant or Agent)
N�M�Cl/
401
VOICE (760) 777-7125
78-495 CALLE TAMPICO
FAX (760) 777-7011
LA gUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 7/20/2015
Application Number:
BPAT2015-0041
Owner:
Property Address:
52645 AVENIDA RAMIREZ
ROBERT PANNONI
APN:
773291019
81266 BARRELL CA-=TUS RD
Application Description:
WEATHERWOOD OPEN LATICE 8 X 20TOTAL 160
LA QUINTA, CA 92253
Property Zoning:
Application Valuation:
$1,280.00
Applicant:
LIFETIME PATIOS
P O BOX 5806
LA QUINTA, CA 92248
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 770843
Date: / ib" /] Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a. civil penalty of not more than five hundred dollars
($500).:'
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply,to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will. have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(� 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
Contractor:
LIFETIME PATIOS
P O BOX 5806
LA QUINTA, CA 92c48
(760)772-0013
Llc. No.: 770843
, WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of tie following declarations:
I have and will maintain a certificate :)f 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 tFe work for which this permit is issued, I
shall not employ any person in any manner so a: 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 3730 of the Labor Code, I shall forthwith
comply with those provisions.
Date: 2 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COM PENSATfON COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000h. IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR N 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 ap"plic+tion 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 i2suance of such permit, or cessation of
Gvork for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representat ves of this city to enter upon the above-
mentioned property for inspection purposes.
Date: - 2L4 Signature (Applicant or Agent)
I
INFORMATION
u; �hFINANCIAL
CRIPTIONJrr AM
'PAIp - PAI`DATEQT'
BSAS SB1473 FEE
101-0000-20306 0 $1.00
$0.00
* ' ^ PAID BY
p
.:•. .A:'i� f 3 'Y'F n _ ..w,
METHOD, �"`RECEIP.;T #
R
p CHECK #r,: CLTp BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
Mix, zE_ , 'DESCRIP,TION s
s ACCOUNTT
QTY
AMOUNT`
ae PAID x
PAID DATE>
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
$0.00
g € i PAID BYE w
£ , `- WETH00� � � ��g
d F 'RECEIPT,# g'=
R z CHECK°# tet
`CLTD BY
DESCRIPTION
, ACCOUNT
AMOUNT
PAID'DATE
PATIO COVER, STD, OPEN PC
101-0000-42600'
0
$95.72
$0.00
M 34 '.a cf PAID BYE gw:"
METHOD a" '
�' � E ;.RECEIPT # K¢ "�
zCHECK # r
CLTD BY_
Total Paid for PATIO COVER / COVERED PORCH / LATTICE $192.89 $0.00
xDESCRIPTION �
s*.r fi` ` Y ACCOUNT, s>
b; QTY
�. AMOUNT,
a PAID ° }
PAIDbDATE
SMI - RESIDENTIAL
101-0000-20308
0
$0.50
$0.00
PAID.
METHOD
i Y :RECEIPT #'
sY CHECK #
�.CL'TD BYf
Total Paid forSTRONG MOTION INSTRUMENTATION SM! $0.50 $0.00
TOTALS:0'0
t
Description: WEATHERWOOD.OPEN LATICE 8 X 20TOTAL 160
Type: PATIO COVER Subtype:
Status: UNDER REVIEW
Applied: 7/20/2015 PJU
Approved:
Parcel No: 773291019 Site Address: 52645 AVENIDA RAMIREZ LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 154
Lot: 6
Issued:
UNIT 16
L
Lot Scl Ft: 0 Building Scl Ft: 0
Zoning:
Finaled:
Valuation: $1,280.00 Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0
No. Unites: 0
Details: WEATHERWOOD OPEN LATTICE PATIO COVER 8 X 20 TOTAL OF 160 FT 2013CALIFORNIA BUILDING CODES.
�, . ,. ._ - - ... ...
- CONDITIONS ...
Printed: Monday, July 20, 2015 11:00:55 AM 1 of 2 _
SYSTEMS
PARENT PROJECTS
BOND INFORMATION
ATTACHMENTS
Printed: Monday, July 20, 2015 11:00:55 AM 2 of 2
SYSTEMS
�—
—PAID
CLTDW
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT#
CHECK #
METHOD
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
0
$0.50
$0.00
Total.Paid forSTRONG MOTION INSTRUMENTATION SMI:
$0.50
$0.00
TOTALS:•
.,
SEQID INSPECTION TYPE. INSPECTOR ..
111011411 U Lei L' NZ111111111111111
-SCHEDULED COMPLETED RESULT REMARKS NOTES.
DATE
DATE
FINAL** BLD
PARENT PROJECTS
BOND INFORMATION
ATTACHMENTS
Printed: Monday, July 20, 2015 11:00:55 AM 2 of 2
SYSTEMS
B,n #
City of LaQ uinta
Building u'Safety Division
P.O. Box 1504, 78-495.61[e Tampico
La Quinta, CA 92253 - (760) 777-7012
A.Building Permit Application and Trackin; Sheet
Permit.#
Project Address:' •. S-► _ '
Owner's Name:
A. P. Number:
Legal Description:
Contractor: /FETi�C-7
Address: �� ��X v O �tQ
Address: -
City, ST, Zip: y A LL
Telephone: :��=:'••-a:.--ri;:=:��.,�r
Project Description:
City, ST, zip:fv
Telephone ,2 - Qd /3
State Lic. 4: ' 7 %D 8 � 3, '
City Lic. #:.3 aS8
Arch., Engr., Designer: a .'
Address:
City, ST, Zip:
construction Occupancy:' T
Telephone:
.
State Lic. #: .:
Name of Contact Person: ��/�s / �!
Project type (circle one): New Add'= : Alter Repair Demo
Sq. FL: �(DD #Stories: #Units:
Telephone # of Contact Person: 7f%O�'lp6$ '/ %�
Estimated Value of Project: w
APPLICANT:
DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd -
Ree'd
TRACING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Coles.
Called Contact Person
Plan Check 3alance
Energy Calcs.
Plans picked up
Construction
Flood plain plan.
Plans resubmitted
Mechanical
Grading plan
2°d Revie�p, ready for correctionstissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
INHOUSE:-
Jnd Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School'Fees
Total Permil Fees
l
PATLO"COVER SYSTEM �S_MFG::.B.Y.-:.:D-URALUM=P-RODUCTS INC: - 14 t GENERAL NOTES: _ DESIGN REQUIREMENTS:
GOVERN M CODES: p er•--a _tC'. -�e :: o
+ ° 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & IBC APPENDUC CHAPTER I ••; '. • ' t . + r: ¢
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 LEVEL 25, 30, 40 & 50 psf) L� : y �',. , r w
CODES. ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, AND THE 2010 C �L APPLICATIONS:- OIflMERC AND IBC CHAPTER 16. z
`
ROOF LIVE AND SNOW LOADS: 20, 25, 30; 40 8 50 psi. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50
ALUMINUM MANUAL ADM 1-10. COLUMNS BEARING ON CONCRETE`SLAB IS IN ACCORDANCE WRH 2012 82C ' .
AND2013 CRC SECTION AH705.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND AC1318-11 FOR 20.25 AND 30 DESIGN REQUIREMENTS:,z
m
C - psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.. ADDRTONAL y l; r F
�. Um
+I • } • DRAWING NOTES 'i 3, ` �' h
1. -TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. ' r O
2. ALLITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, „ 2 BASIC WIND SPEEDS: 110, 120, 130 MPH, EXPOSURES B AND C.4�J` per ",WIND SPEED CONVERSION T a °) o
` ETC_) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.--, ;� r 3: OCCUPANCY CLASSIFICATION AND RISK CATEGORY: 11,11 _- r _- TABLE: Q a
3.. EACH INSTALLATION SHALL BEAR AN IDENTIFYING.TAG INDICATING THE NAME AND ADDRESS OF THE 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER* . -
-7- MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.' ..,• _ 5. SEISMIC DESIGN PARAMETERS:
+ ; • �A • -
" 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SITE CLASS: DSEISMIC DESIGN CATEGORY: D r •
_ •, NOTED AND DO'NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE '
a AND DIRECT, THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, MAPPED SPECTRAL RESPONSE COEFFICIENTS: S6= 1.50, S,= 0.6, S �= 1.0, S,-=0.50
7CHNICIUES,-SEQUENCES'AND PROCEDURES • ` , ' • 'RESPONSE MODIFICATION FACTOR 8125' i • r
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SfTE AND SHALL BE . 6. DESIGN ASSUMPTIONS: ` =
r AVAILABLE TO THE AUTHORIZED REPRESENTATIVES'OF THE BUILDING AND SAFETY DEPARTMENT. THERE A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20• y ;,
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' ,
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10
CHANGE ORDERS _ -
T''i
• CBC / IBC' ..
EQUIVALENT CRC / IRC
WIND SPEED,
WIND SPEED.
110 MPH = '
85 MPH
..',120 MPH.
93 MPH
130 MPH • -
.. 101 MPH
ca
J
J w O
UJ o.2
ms,c8
a. w =)
2 rc U
O Q aZU
F U `c
• - __ -
=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 } •SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
• 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
112 INCAES.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 q NOTE Tn THE LOCAL AUTHORITY HAVING JURISDICTION + a a
f EXISTING OR NEWQ A REFOOTTE L.L. `+ SITE DESIGN PARAMETERS:
0
10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS tAPMO-LISTED SITE ADDRESS:
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1: EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE `� c
�y 4� �DESIGNCONSIDERATIONS: - FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: r c u
A TITLE SHEET AND GENERAL NOTES. n
�O4 5` yfi 11 MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. B, STRUCTURAL CONFIGURATION (Le.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
12 mWFw4imUM COVER PROJECTION IS 10•. C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN "I
' 13.`MMOAUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE TABLES. rc
No. C37M EXISTING OVERHANG. J = •.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
`n EXP. 03131/%JI` 14. COVERS ARE DESIGNATED -RIDGED BUILDINGS'AS DEFINED IN ASCE/SEI 7. SITE-SPECIFIC DESIGN LOADS. _ WIND SPEED &EXPOSURE: `
T �Q 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED_ IN E. APPROPRIATE STRUCTURAL DETAILS. '
ASCElSE17: F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
C ( 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES," IN JURISDICTION.
ACCORDANCE WITH ASCE/SEI 7. F
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), ROOF /SNOW LOAD: w
SHALL NOT EXCEED ONE (1). +
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT ' = o i
ONAL �� BE LESS THAN ONE (1). 1+ SHEET INDEX : w z
0� �'MN5�O c/'`Y� MATERIAL SPECIFICATIONS: SHEET # SHEET TITLE / DESCRIPTION E! W
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
o�
8 B 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED f T-1...........TITLE SHEET, DESIGN LOADS, GENERAL NOTES
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.
OF 1 ........... SOLID PANEL STRUCTURES
�r .4. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING 2 ............OPEN LATTICE STRUCTURES `E
�� ��� PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH, (EQUALS 100 PSF/FT x 2 PER 8
'qS j CptJ► TABLE 18062 AND SECTION 1806.3.4. 3.4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN m m
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. 5 ............MINIMUM FASTENERS
ROLL -FORMED STEEL MEMBERS SHALL: CONFORM To 8653 SS GRADE So Gso. u{ 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS LL o
24. EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL 7 „•••,,,,• ;,HEADER BEAM TYPES, COLUMN /POST TYPES a
STANDARD -CUT? 0 m
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. i 8 ............EXISTING EAVE CONNECTION DETAILS m rri
• , , S`� 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. t .-+t-
9j 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 9 ............ HANGER CHANNELS AND MOUNTING BRACKETS
•H0;AS11-'•, 1976 OR APPROVED EQUAL } o °'
10 ..........COLUMN /POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS w o
O • J • O 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH 11 ...........LATERAL FORCE RESISTING SYSTEM /MIN. NUMBER OF REQ. COLUMNS .. > a. a
CMO, BELL ,cr
y : RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). O Z
E fl: 12 1`�' ' ►11 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15052, 12 ........... BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS O O a 1
Q I EXCEPTION 2. ••
cwIL ; 13 ...........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS a W m
db•,•,; a
15-17 ......SOLID COVERS ATTACHED &FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH o w
WIND SPEED CONVERSION TABLE:
ao�m
18-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH
THE WIND.SPEEDS SHOWN. IN THIS REPORT ARE BASED ON THE CBC/IBC. 21-23 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPHui
ED
Ix
` FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND 24-27 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS; 30 PSP S.L, 110-130 MPH
Za
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SPEED BY 0.6 �, r / 28-30 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH s ow
,flF - EXAMP. LE CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION ( 31-33 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH _
WAL
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��� "••• ;G�yn SHALL BE BASED ON 85 MPH =110 MPH. 34-36 ......LATTICE COVERS ATTACHED & FREESTANDING' BEAM SPANS, 10 PSF LL, 110-130 MPH.
Q �; i• ; -
37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH'
�`:• 4152202 _ f-
39-40..: ... LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L 110-130 MP
ittG'Gi,AS TRAY •�
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE 4142 .:....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MOH, - r
Ck�9PB�1 L • - '
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL 434 ......LATTICE COVERS ATTACHED &FREESTANDING BEAM SPANS, 40 PSF S.L,,110-130 MPH
•
fi• •''A'j' AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND r 456 ...... LATTICE COVERS ATTACHED &FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH w Ei
47 .::........INSULATED ROOF PANEL•ATTACHENT ETAIL'
SLIDING,'PER ASCE 710, SECTION:7.7 AND 7.8, IS REQUIRED. SEE MDS
SHEETS 49 FOR SPAN REDUCTION FACTORS.48 ........... SNOW DRIFT DESIGN a N
I' 49 ...........SPAN REDUCTION FACTOR TABLES j
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SOLID PANEL STRUCTURES
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POSTS. SIZE VARIES H ly0 M POSTS, SIZE VARIES O•H NOT M "
SEE SHT. 11 FOR MINIMUM 25% pF TO EkC i i SEE SHT. 11 FOR MINIMUM OFS Dzs%
NUMBER OF REQUIRED COLUMNS BEA4' FFO NUMBER OF REQUIRED COLUMNS BEAM
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SPA a a
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SEE TABLES SEE TABLES c
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NOTE: EACH COMPONENT IS INTER- NOTE: ACH COMPONENT IS INTER -
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CHANGEABLE WITH ANY OTHER CHANEABLE WITH ANY OTHER
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED W e
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. a $
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SUPPORTING BEAM. O.H VAR/FS ATTACHMENT TO PER FT O.H n/RE VARIES
SUPPORTING BEAM. m
O.H SPAN O.H. $PA LL v
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SEE DETAIL 11, SHEET 12 ✓ B SEE DETAIL 11, SHEET 12 B rn o
FOR MANDATORY SPLICE. �M E4hl
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TO CONSTRAIN TO CONSTRAIN ', Z
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FOOTING, SEE FOOTING, SEE
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NUMBER OF REOUI O
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CAMIPSR I
SOLID PANELS SPANS FOR.COMMERCIAL & PATIOS
24" TRI -'V' PAN. 12" x 3 1/2' W PANEL
.50-
R=.11r
77- .1, 18o'
110/120/130 MPH EXP. B & C
T= (SEE TABLE/� --4 �.70•
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TYP.
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ALUM. ALLOY 3004-1136 OR EQUAL
EXP
ROOF PANEL TYPE 10
ALUM. ALLOY 3004-1136 OR EQUAL
ALUM. ALLOY 3004-H36 OR EQUAL
24'TRI-'W PAN
24 x234'x0.018' 0.85
0.80 0.65 0.65 -
12- x 3 1/2" W PANEL
PANEL -r
1
8• x 2 Yi FLAT PAN
6" x 2 Y2 FLAT PAN
10 MPH SPAN 120 MPH SPAN 130 MPH SPAN
1 r$'
LUSL
pA�-r
110 MPH SPAN 120 MPH SPAN
130 MPH SPAN
(IN.)
PANEL -r
110 MPH SPAN 120 MPH SPAN
130 MPH SPAN
PANEL -r
110 MPH SPAN 120 MPH SPAN
J3 EXP.0 EXP.B EXP.0 EXP.B EXP.0
10 3
10'-3
(IN.)
EXP.B EXP.0 EXP.B EXP.0
EXP.B EXP.0
LLrsL
(IN.)
EXPA EXP.0 EXP.B EXP.0
LUSL
EXP.B EXP.0
(IN.)
EXP.B I EXP.0 EXP.B I EXP.
9-0-
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 25 30 40 50
12-x3Y2-x0.020" -
- 0.88 0.83 0.75 0.80
24 x234'x0.018' 0.85
0.80 0.65 0.65 -
LUSL
PANEL -r
1
0.68 - - -
17$'
1 r$'
17$-
1 z b'
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1 r-6'
(IN.)
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9-r
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9'-0'
14'3'
14'3'
14.3'
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14'3'
14'3'
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153'
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15-3'
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5-T
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1s$•
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1T -T
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194'
194'
19 4'
194'
194'19'4•
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVEISNOW LOAD, psf
20 25 30 40 50
12-x3Y2-x0.020" -
- 0.88 0.83 0.75 0.80
24 x234'x0.018' 0.85
0.80 0.65 0.65 -
24�'x0.024- 0.90
0.88 0.70 0.65 -
24't2Yz x0.03r 0.90
0.68 - - -
(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 12 AND 3, SHEET 4
FOOTNOTE 'SAMPLE"
FIGURE INDICATES
ATTACHED -a
FIGURE INDICATES
FREESTANDING
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20'-7"
Q=
10 PSF L.L. 20 PSF L.L.
25 PSF S.L. 30 PSF S.L.
40 PSF S.L.50
PSF S.L.
10 J4'OSIMPSON STRONG$oLT2SS
oa
WO
2" x 6" NOTCHED 26'-0"
26'-0"
26'-0"
25'-7" 25'-4"
21'-2"
M o
WIND SPEED WIND SPEED
WIND SPEED WIND SPEED
WIND SPEED
WIND SPEED
AT 48' O.C. (a,b)
J =
10
2"x6" FULL OR
EXP. B & C ) (EXP. B & C)
(EXP- B & C) (EXP. B & C )
(EXP. B & C)
(EXP. B & C)
2"x8" NOTCHED 26'-0"
26 -0"
26'-0"
26 -0" 26'-0 "
26'-0"
I-
110 120 130 110 120 130
110 120 130 110 120 130
110 120 130
110
20 y- 0 SIMPSON STRONG -BOLT 2 SS
AT 48' O.C. (a,b)
>
2"x8" FULL OR
120 130
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)
2" x 4" FULL 26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
6'
!A) !A) !A) !A) !A) !A)
!A) !A) (A) !A) !A) !A)
!A) !A) !A)
!g) !B) !g)
�C Yi 0 SIMPSON STRONG -BOLT 2 SS
J AT 48' O.C. (a,b)
nM C3
o
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)
W W
2U
2"x6" FULL OR 26'-0"
26'-0"
8'
(A) (A) (A) (A) (A) (A)
(A) (A) (A) (A) (A) !A)
!g) (B) !g)
(g) (B) (B)
30 AT036' O.C. (Oa p) STRONG -BOLT 2 ss
F o
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
_
2"x8" FULL OR
(A) (A) (A) !A) (A)
!A) (A) (A) (A) (A) !A)
(B) (B) (B)
(B) (B) (B)
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) (g)
(g)
STRONG --BOLT 2 SS
40 XF AT 03 SIMPSON O C (a,b)
(g) (g)
2" x 4" FULL 26'-0"
26'-0"
26'-0"
25'-2"
25'x"
20'-7"
11'
!A) !A) (A) (A) !A) (A)
!B) !g) !g) !B) !B) !g)
!g) !g) !B)
!g) !B) !g)
$
2" x 6" NOTCHED 26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12'
(A) !A) (A) !A) !A) !A)
(g) (-- !B) (B) (B) (B)
(B)
Y:' 0 SIMPSON STRONG$OLT 2 SS
50 AT 24.O.c. (a,b)
> m
m m
(B) (B)
(g) (g) (g)
25
2"x6" FULL OR 26'-0"
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
TABLE
3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGERU.
2"x8" FULL OR
AND
ROOF PANEL RAIL TO FASCIA
a z V
26'-0"
2"x10" NOTCHEDE
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
OR LEDGER TO EXISTING WOOD STUD WALL
FRAMING
FOOTNOTES TO TABLES 3 K 4:
2;;j
2" X 4" FULL 16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) Y4" DIAMETER LAG SCEWS
a. EMBED ANCHOR 3" MINIMUM INTO
N o
2"x 6" NOTCHED 10'-10"
10'-10" 10'-10"
9'-2"
9'-3"
-
(D) - %" DIAMETER LAG SCREW
CONCRETE WALL AND INSTALL IN
LL
W a. a
30
2"x6" FULL OR
(E) - %4" DIAMETER LAG SCREW
ACCORDANCE WITH ESR -3037
v Lu
a r
2"x8". NOTCHED 26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
b. USE 3" SQ.xY" STAINLESS STEEL
2"x8" FULL OR
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.
WASHER WHEN INSTALLING NEW
a o' $ m
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
j o
WIND SPEED WIND SPEED
WIND SPEED WIND SPEED
WIND SPEED
WOOD LEDGER AGAINST EXISTING
2" x 4" FULL 11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-T
(EXP. B & C) (EXP. B & C)
(EXP. B & C) (EXP. B � C)
(EXP. & C)
WIND SPEED
(EXP. B & C)
CONCRETE WALL.
2" x 6" NOTCHED 15'-6"
15'-6"
15'-6-
15'-6"
15'-6 "
15'-6"
110 120 130 110 120 130
110 120 130 110 120 130
110 120 130
110 120 130
c' WHERE ROOF PANEL RAIL OCCURS,
"
40
2"x6' FULL OR
19'-s"
19'-0"
5'
(C) (C) (C) (C)' (C) (C)
(C) (C) (C) (C) (C) (C)W(E)
USE Y2" DIAMETER LAG SCREW IN
� @ _ }
2"x8" NOTCHED
19'-6"
19'-0"
19'-6"
19'-s"
(D)
(D) (D) (D)
LIEU OF (2) Y4" DIAMETER LAG
_ 9 0 9
2"x8" FULL OR ..
6'
(C) (C) (C) (C) (C) (C)
(C) (C) (C) (D) (D) (D)
(D)
(D) (D) (D)
SCREWS.
Ld
2"x10" NOTCHED 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)
� o N E
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)
(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)
(E)
0 CD
IV
rJ0
2x6" FULL OR 15'-3'
2 x8 NOTCHED
15'-3"
15'-3"
1 S-3"
15'-3"
15'-3"
10'
(C) (C) (C) (C) (C) (C) .
(D) (D) (D) (D) (D) (D)
(E)
(E) (E)
(E)
; IL
W co
2"x8" FULL OR 20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
11'
(C) (C) (C) (C) (C) (C)
(D) (D) (D) (D) (D) (D)
(E)
(E)
(E) (E)
J(E
0 Lu
a i
2"x10" NOTCHED
12 ,
(C) (C) (C) (D) (D) (D)
(D) (D) (D) (D) (D) (D)
(E)
(E) (E)
aPS-21-14 A S.dwg, 827201411:45:12 AM, CumPDF Writer,
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Exp: 12 . m
CIVIL 57
--�)
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THCry€AS TRAY
CA•PAPEELL
ThinkPad%DuralumVAPMO 019515-21-14 SubmN1
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS, "
2,740" SEE TABLE 3, SHEET 4 T=.060 TYP. r a
W
.Z
1.50' FASTENERS, 076 z z o
SEE TABLE 3 SHEET B.30(r
ALUM. 3004-H36 .060S .633' T=.060" w WQ
N 3' W aC 25R .6 it
.OS FASTENERS CD
1.5 .010"x90' 20r FASTENERS, SEE TABLE 3 SHEET 8 6- 0 m
t= 0.04" (2) DIA SEE SHEET O ro
�i of rO .563- 281" .2 S. A a a Qo
J
Q CONTINUOUSA-RAIL A w O
m o ROOF PANEL 9 (WHERE OCCURS)
R FASTENERS o m W
c' " SHEET B a W
SEE TABLE 3 rn < 0 O
<00 Z =
060" FASTENERS, ALUMALLOY FASTENERS, Z
175" SEE SHEET 4 6063-T6 1.880" SEE TABLE 3, SHEET 4 0 0
ALUMALLOY ALUM. ALLOY at
6063-T6 ALUM.ALLOY iu
6063-T6 6063-T6 0
U
O
ROLLFORMED
O EXTRUDED HANGER /CONNECTION OC I.R. HANGER "H" BRACKET
LL
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf o
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED o
AT ROOF LOADS EXCEEDING 30 psf.
(3) Y2-0LAGSCREWS 1 1R" 10# L.L=(2 14 SMS EA SIDE o
20#,25#,30# LL=(3)IF14 SMS EA SIDE j BEAM SPLICE TO n
#14 SDS, 40#,50# L.L=(4114 SMS EA SIDE
.)BEAM
OCCUR DIRECTLY OVER 5/8' 0 PLASTIC ' Z
POST. NOT PERMITTED
3 PER SIDE I O K.
a
.J 11 @ 6 SCREWS @ 2 -POST UNITS PLUG WHERE o „I
_ 3/4" OR 1 1/2" PER SIDE I SCREW IS INSIDE o
Q-
IMAY
� 3• 2" x 6 1/2" OR 5' #1 BE USE AS
4!n
5' MIN. 3' x 8' ALUM. 3.5" 3.5" ALTERNATE TO
RAFTER 1/4'0 BOLTS
U _ 3.5" 3.5's- 3/4" OR 1 1R" I W3"X8" ALUMcf).— — -- — — — — — — ' 8"BEAM oz.
HEADER I -BRACKETQi oR 2 oW EXISTING WOOD STUD FRAMING SEE.NOTES wa a3"x8"ALUM. E) STUCCO BELOW I I 6 1/2"SIDEPLATEEA.
(E) STUCCO RAFTER x 3.1/2' LAG SCREWS LL=10 psf i SIDE SEE POST SCHED0 x 3-1/2" LAG SCREWS LL=20, 25 and 30 psf #14 SMS EA SIDE
PENETRATION BRACKET 2 EACH 5/8'0 x 3-1/2' LAG SCREWS LL=40 and 50 psf
TOP, MID HEIGHT
E
(2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE $
THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING > m
PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
LL
� • O p
HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION(D BEAM TO POST CONNECTION 8 a z
1 1/2" OR 2"LATTICE #8 S.M.S. vi o °1
ALTERNATE 12' #8 S.M.S. EACH SIDE EXISTING ALUMINUM MEMBER WITH w a
DOUBLE RAFTER -
BOLT CONNECTION PLAN 2 LATTICE 1 1/2' OR 2" SHEATHING . WOOD FILL OR DBL. 3'x8'x0.042 BEAM O a i
NOMINAL LEDGER U 5 a H
ALTERNATE: ( ) OR DBL. rx6.57c0.032"ro.04r BEAM O _j;j
4-#14 S.M.S. EACH NEW OR EXISTING
RAFTER TO COL 3 SEE NOTE, DETAIL B, a p m
CONNECT. (8 -TOT.) X o SHEETS I I
2' w
x6.5' OR 3'x8" RAFTER -
ALTERNATE: 1/2" BOLTAol y
S: 1 O 0
2
2 a
45' o e' ALTERNATE' % FASTNERS, SEE TABLE 3, - w 9 i
r (2} #14 S.M.S. EACH RAFTER " ; SHEETS
TO COLUMN CONNECTION c T =3 w w
5/8' 0 ACCESS HOLES Ei
3"x 3-STLPOST (247 - 0 ALTERNATE: (4 -TOTAL) s' INSTALL 6 - #14 X Y4 -
INSERT ATTACHED OR (2}2x6.5' OR ALTERNATE: _
3' SQ. POST LONG SDS @ EACH
3"x 3'STL.POST COLUMN (2}3'x8"HEADERA HEADER TO COLUMN
(2} 2x6.5' OR (2}3-x8' HEADER EXISTING
OR EQUAL - (12 FASTENERS PER m 0,
FOR FREESTANDING
(2}12 -BOLT ALTERNATE:
CONNECTION
3 x3'k0.024' (1) - 1/2- BOLT OR 2.5" PENE. INTO EACH WOOD STUD ) at 0 -
2-x 6.5' SIDEPLATE CONNECTOR (2} #14 S.M.S. EACH RAFTER w
O W
EXIST. STUCCO/ LEDGER DOUBLE HEADER TO a
DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 ATTACHMENT DETAIL O COLUMN DETAIL O co
aIZ-21-14 A S.dwp, 827201411:44:47 AM, CuIePDF Wrl[er,
COLUMN.1-POST SURFACE .MOUNT"AND FOOTING EMBEDMENT DETAILS I MIN. NUMBER OF REQ.
-r BRACKET@ WSQ. POST
W1 (4W4 SMS EA. SIDE OF POST
OR 12' M.B. THROUGH POST
POST —
12'
SEE TABLE 1
HOIFA
ALUM. ALLOY 3.00" OR .
CAt?EELL .
4-
40"6063-T6 2,
C
1.375.
-
0
0.: 75
TABLE 1
I
I I
4
a
DE A
TABLE -2 ,,..
23' 8 24" CUBED (1)
ATTACHED ONLY
ATTACHED AND
31/4'
a
4 3/4'
FOOTING & ANCHOR BOLTS
FREESTANDING-
ALUM.-rBRACKET USE WITH }
25'- 30' CUBED (2)
ALTERNATE FT_G
POST TYPE B,C,D, ORE
(a}5/e0
35' - 39' CUBED (2)
STEEL -r BRACKET OR r SQ.
SINGLE POSTS
FOOTING SIZE EMBED.
BOLTS
CUBE SUE SO.DEEP CUBE FTG.
1!
"
BASE PLATE USE WITH,
POST TYPE BC'DEFGHJORK
1T - 22• CUBED (1)
(2}318'01
7/8'
18' 18" SQ.'" 12'.
20' 21"SQ
(2)3/8"0 STRONG -BOLT 2 SS
SEE TABLE 1
HOIFA
ALUM. ALLOY 3.00" OR .
CAt?EELL .
4-
40"6063-T6 2,
Exp-
�'•, CIVIL
'
1.375.
- -
0
0.: 75
E& BRAOI(CT TO CLAD.
9 12' MINIMUM DISTANCE TO
EDGE OF SLAB.
33" MINIMUM DISTANCE FROM
SLAB CRACK TO COLUMN.
(1%a' MIN. EMBEDMENT)
I
I I
4
a
DE A
;
23' 8 24" CUBED (1)
(2}12.031/4'
12 DEPTH OF
31/4'
a
4 3/4'
22"
24"
26"
21r
30"
32'43"
25' SQ.
32" SQ.
35' SO.
39" SQ.
SQ. I
16'
23'
25"
28'
30"
25'- 30' CUBED (2)
(4)-12'm
31 -34-
(a}5/e0
35' - 39' CUBED (2)
(4)-3/4.0
SLAB SHALL BE IN
. GOOD CONDITION -
a POURED CONCRETE
FOOTING SEE TABLES
. `
�36"
0
a 3/4"
34'
47" SQ.
51' SQ.
32'
34'
ao' - a2 CUBED (z)
(4}3/4'0
NOTE BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3030
1) MAY USE EITHER STEEL T BRACKET OR
38"
4(r
55' SQ.
60" SQ.
37"
39"
FOR SIZE
312" MIN. SEE FOOTING I L IIr.
IN BEAM SPAN TABLE �--SQUARE----+
_ __
OEXISTING SLAB- 1
f - -ATTACHED COVERS ONLY_' O
POSTS TO CONC. FOOTING
ATTACHED COVERS ONLYBASE
,1.
ALTERNATE FREESTANDING BASE PLATE
2) REQUIRES USE OF ALTERNATE FREESTANDING
PLATE.
FROM END
42" 64" SQ.
44" 69" SQ.
CUBEFOOTNGw/s,rrSLAB
41'
43'
"
HOIFA
ALUM. ALLOY 3.00" OR .
CAt?EELL .
4-
40"6063-T6 2,
Exp-
�'•, CIVIL
'
1.375.
b
184,
0
0.: 75
�oN,AL eti 1.60..
4•. G'
o .. , 1.5 090" TYP.
Q'' ' 41.52TD2 INSTALL'1y" x 1Y2" x YB" HDG
WASHER PLATE AT ANCHORS
. T: OLIAS TRAY ; FOR 130 MPH
° CAi 9Pr3ELL NOTE: CONCRETE SLAB ANCHORS SHALL BE
STS p`t` %e DIAMETER SIMPSON STRONG -BOLT 2 SS
`.,
(ICC -ES ESR -3037)
ALUM 'T" BRACKETS n
ThlnkPad\DuralumUAPMO 0195\5-21-14 SubmftMK5-21-14 A 5.dwg, B27201411:45:56 AM, CutePDF Writer
q 7/16"0 HOLE -T
FOR 3/8" MB •56"
ASTM A500 GRADE B
INSTALL 1Y2' x 1V x %6" HDG 1'125" '
WASHER PLATE AT ANCHORS
.75"
.157"
TYP.
USE FOR 3" OR 4" 11�t_
STEEL POSTS 5:50"
(12- 5/16"0 HOLES
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" B
C
�U_
(3}3/4"0 E
FOR POST TYPE F, G, H, I
a!E
o�
Lu
Zx
INTO FOOTING W =i
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
2 FLANGES INSERT TO
BASE PLATE 3116'
tT 2 1/8" APART
.75" BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
% 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
POST
INSERT
9" SQ. X 5/8" THK.
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
¢Fm0
>O_O
mp¢�
' L W d
0 0 o w
LL
Zt�Wo
oamm
3" OR 4" SQ. Ju W z
INSERT
" x 0.188"
STEEL POST ONLY:
g
GRADE B
USE POST TYPE
STEEL
F,G,H,I,JORK
LL U
I 1
I I
I I
12 DEPTH OF
I i
q P
r"ow
FOOTING OR
;nary
11' MIN. EMB6.
I
o
E3.1
• I
comm.
I
0
LL
W Z
W Q
(I) -1/2 -OM -8.
_
x9" LONG, 1'
p'v. • :•'
a Q
FROM END
•�
LU w
OF POST
•
O m
Z
POURED
CONCRETE
SQUARE, SEE FTG.
FOOTING
SCHEDULE IN BEAM
SPAN TABLES
OSQUARE
POST EMBED.
(3}3/4"0 E
FOR POST TYPE F, G, H, I
a!E
o�
Lu
Zx
INTO FOOTING W =i
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
2 FLANGES INSERT TO
BASE PLATE 3116'
tT 2 1/8" APART
.75" BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
% 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
POST
INSERT
9" SQ. X 5/8" THK.
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
¢Fm0
>O_O
mp¢�
' L W d
0 0 o w
LL
Zt�Wo
oamm
3" OR 4" SQ. Ju W z
INSERT
" x 0.188"
ASTM A500
g
GRADE B
} A 9
STEEL
LL U
Q ? W
m
W' G
to
q P
r"ow
;nary
0.7
o
a�mm
comm.
a
0
Ze
uiiW ..
�•..om
ZvZ�W
a
ono0,car
I ro 66" 1 4
O,
T;';
LL1WELDED STEEL BASE PLATE QoALTERNATE FREESTANDING coui
BASE PLATE ANCHOR
Mo - C37948
EXP. 03131/)
r. -,•••V T9�
oMAS 1.
CAMPBELL ��h0
Z
i'
Exp:
CIVIL
'*.;_fO. 184
LAY
C&UPaei
ThinkPadWuralumWM00195 21-14
LATERAL FORCE RESISTING SYSTE
a�
2"X6.5"X0.032" SIDE PLATES
_53
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
1 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�
Do
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 i
4
6
5
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
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' SPLICE DETAILS 11-
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NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I z =
IN ALTERNATE INTERIOR BAYS + " : AT ANY LOCATION EXCEPT AT END BAYS a v
' SPLICES - ROLLFORMED & EXTRUDED FASCIAS ' , I NOTCH I BEAM FLANGE L - - 3�SQ.Pos, < I
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• NOTE IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. • (6061-T6) ALTERNATE SQ: POST,CONNECT WEB r ui
3" STI r_RFA%I TO PQGT W/ (C) - 910- 0
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o ACFTYP. H - BRACKET TO POSTRAFTER TAIL TO GUTTER ALUM. ALLOYNOTE: THIS DETAIL IS LIMITED TO 10, 20 8130 sfND. C37946 6063-T6 :� • 3" x 8" x .042" BEAM, 'ROOF. LNE AND SNOW LOADS p _
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aQ 4" I -BEAM 3•-0• MAG BEAM.
C( t MOMENT CSPLICE1 _ MSPACING
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NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12'SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SDS4- SDS goFASTENER TO FASCIA L SEE TABLE 0g01r,4�AL c SDS FASTENER TO RAFTER TAILS - SEE TABLE d 0o F
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6063 T6 ¢ ?
S
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0
-, BEAM } o 0
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ASTM A653 SS
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At
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ASTM A653 SS ,
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BEAM TYPES
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0.04r
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ALUM. ALLOY 3004436
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ALUM. ALLOY 30044.136
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ALUM. ALLOY 3004 H36
OR EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES—a
EXPOSURE B
FIGURE INDICATES
EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
SHOWN IN THIS COLUMN OR THE MAXIMUM POST
SPACING SHOWN FOR THE SELECTED BEAM.
3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR
25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB
EDGE SHALL BE 9 1/4' MINIMUM.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED COVERS
?-28-14 D 4.dwg, 826J2014 63425 AM, Cute
8.0'
0.04r
TYP.
K 3"x8"x0.042" BEAM
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14 GA.
7.875' ASTM
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GRADE
50 G60
0.625'
3"x8'x0.042" BEAM
W/ 14 GA. STL. INSERT
M ASTM A653 GRADE 50 G60
3'x8"x0.042" BEAM
W/ 12 GA. STL INSERT
I V 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 OR
14 GA
ASTM
A653 SS
GRADE
50 G60
.042"
TYP.y
DBL. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
DBL. 3x8"x0.042" BEAM
P 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 3x8' BEAM.
6cL
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16'-9" 17
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14'-7"
. 31 H
14'-10"
15'-4"
14'-7"
17
14'-0" 15'-1'
30
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5'
.11'-4"
6,
15'-3"15.-3"
16 8
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230 G
13'-7;
14'-1
14'-8"
117
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229
11'4"
6'
15'-3"
15'-0"
16
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4.-1"
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13'-1"
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13'-3"
16
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10' 12'-0"
11'-8"
18
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30
11•-0-
10'-7"
G
91
6'-10"
10,
12'-0"
12'-0"
17
19
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10'-4"0'�"
330 G
30
11'-01
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11' 11'4"11'-2"
121
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11'-4"
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10'-9"
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10'-4"
32
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9'-10'
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9'
11, 10'-2"
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12'
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15'-2"
15
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33
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15'-3"
15'-0"
16
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13'-3"
30
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13'-7"
14'-1"
11'-4"
16
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19
31
13'-3"
32
1
13'-4"
13'-10
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9'-9"
70
10'
17
19
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12'-4"
29
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13'-1"
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16
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12' -6"
13'-0"
12'-4"
31
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9,_9"
19
8'-6"
8'
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11'-T
29
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12'-3"
12'-1
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31
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12'-1"
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9' 12'-7"
12'-3"
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29
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11'-2"
11'-7"
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20
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11'-0"
30
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11'-4"
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10' 12'-0"
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11'-0"
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32
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11'-9"
21
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10'-4"
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121
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330
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11'-4"
29
9'-10"
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20
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12, 01-10"0'-8"
121
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91-8"9.-T
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