BPAT2017-0014LICENSED 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:4License No.: 326317
Date: &-10A 1 Contr
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).:
(1 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.).
(__j 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 penalty of perjury one :)f 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
ofth rk for which this permit is issued.
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: EVEREST NATIONAL INSURANCE COMPANY Policy Number: 7600013335
_ 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 t7iat, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with thosse� provisions.
Dat,
WARNING: FAILURE TO SECURE WORKERS' CDMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF .
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to: he Building Official for a permit subject to
the conditions and restrictions set forth on tFis application.
1. Each person upon whose behalf this appication 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 ofthis applIcation becomes null and void if work is not
commenced within 180 days from date of issuance of such permit, or cessation of work
For 180 days will subject permit to cancellation.
I certify that I have read this application and :.tate 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 represen,atives of this city to enter upon the above-
mentioned property for inspection purposes.
Date: -3-0-1 I NOS ignatErie- (ApplicanloFAgent)
C�
NMU�
VOICE (760) 777-7125
78-495 CALLE TAMPICO 0 D
FAX(760)77 7-7011
LA 4UINTA, CALIFORNIA 92253 DESIGN &DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
D 3/10/2017
Application Number: BPAT2017-0014
Owner:
w
Property Address: 79090 OCOTILLO DR
HECTOR CANE'IARO
APN: 60426201779090
OCOTILLO DR
a
Application Description: CANEVARO / DURALUM PATIO
LA QUINTA, CA 92253
r� ¢ o
Property Zoning:
Application Valuation: $4,300.00.
.:;
�' UJ
O
Applicant:
Contractor:
a ck: CD Yi
DI -LAR INDUSTRIAL SUPPLY INC DBA L J HAU
DI -LAR INDUSTRIAL SUPPLY I A L *U (—_ O
1541 PARKWAY LOOP STE E
1541 PARKWAY LOOP STE E �' o
TUSTIN, CA 92780
TUSTIN, CA 92.80
z
®CD
(714)544-3100
w
Llc. No.: 326317.
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:4License No.: 326317
Date: &-10A 1 Contr
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).:
(1 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.).
(__j 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 penalty of perjury one :)f 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
ofth rk for which this permit is issued.
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: EVEREST NATIONAL INSURANCE COMPANY Policy Number: 7600013335
_ 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 t7iat, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with thosse� provisions.
Dat,
WARNING: FAILURE TO SECURE WORKERS' CDMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF .
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to: he Building Official for a permit subject to
the conditions and restrictions set forth on tFis application.
1. Each person upon whose behalf this appication 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 ofthis applIcation becomes null and void if work is not
commenced within 180 days from date of issuance of such permit, or cessation of work
For 180 days will subject permit to cancellation.
I certify that I have read this application and :.tate 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 represen,atives of this city to enter upon the above-
mentioned property for inspection purposes.
Date: -3-0-1 I NOS ignatErie- (ApplicanloFAgent)
Date: 3/10/2017
Application Number: BPAT2017-0014
Owner:
Property Address: 79090 OCOTILLO DR
HECTOR CANE_JARO
APN: 604262017
79090 OCOTIL_0 DR
Application Description: CANEVARO / DURALUM PATIO.
LA QUINTA, CA. 92253
Property Zoning:
Application Valuation: $4,300.00
Applicant:
Contractor:
DI -LAR INDUSTRIAL SUPPLY INC DBA L J HAU
DI -LAR INDUSTRIAL SUPPLY INC DBA LJ HAU
1541 PARKWAY LOOP STE E
1541 PARKWAf LOOP STE E
TUSTIN, CA 92780
TUSTIN; CA 92780
(714)544-3100
Llc. No.: 3263]7
Detail: (2)220 TRELLIS PATIO COVERS AT REAR YARD (DURALUM] THIS PERMIT
DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA
BUILDING CODES.
DESCRIPTION ACCOUNT CITY
AMOUNT
BSAS SB1473 FEE 101-0000-20306 0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PATIO COVER EA ADDITIONAL
101-0000-42400
0
$50;67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PATIO COVER EA ADDITIONAL PC
101-0000-42600
0
$38.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PATIO COVER, STD, OPEN
101-0000-42404
0
$101.84
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$100.32
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $290.83
DESCRIPTION
ACCOUNT
CITY
AMOUNT
SMI - RESIDENTIAL
101-0000-20308
0'
$0.56
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.56
DESCRIPTION
ACCOUNT
CITY .
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Bin.#
Qty' of Ld QU117td
Building u 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:of
Owner's Name:. e a
A. P. Number.
Address: nroMln Dr.
Legal Description:
City, ST, Zip:
Z>
Contractor: L , J , 4
'Telephone: 260
Address: ( A E
Project Description:
City, ST, Zip: :'r , y`
/ _
I-Akee 0".4M Covets
Telephone:71!1 "5'�ti ✓iE?. �• ,, %:,/.
State Lie. # : ( City Lie. #.;
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone:
State Lic. #:
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: # Stories: # Units:
Name of Contact Person: A16eC O Rosos
Telephone # of Contact Person:q5 i — gbh - 5
Estimated Value of Project 10
Mlo&.6 rasa, s80k 6---w1 CeAPPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd'Rec'd
TRACFONG
PERMiT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Cales.
Called Contact Person
Plan Check Balance
Tide 24 Calc§.
Plans picked up
Construction
Flood plain plan
Plans resubmitted.'.Mechanical
Grading plan
2ad Review, ready for correctionsPssue
Electrical
Subcontactor List
Called Contact PersonPlumbing
Grant Deed
Plans picked up
S.M.L
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'^' Review; ready for correctionsfissue
Developer=..mpact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
LICENSED CONTRACTOR 326317
March 1, 2017
CORPORATE OFFICE
541 PARKWAY LOOP, SUITE E
TUSTIN, CA 92780
` (714) 544-3100 • (800) 433-0704
FAX (714) 544-6233
To: Presiding Building.& Planning Departments
Subject: Authorized Agent
To Whom It May Concern;
Please consider this'letter as.our authorization for Albert Rojas to act as an agent
for :Di-Lar.Ind;ustriai Supply,.lnc. (DBA: L.J. Hausner Construction Company).in al]
matters related to �obtarning building permits and business licenses uuh�ich are
required for any construction projects within your jurisdiction. This request
authorizes Albert Rous to sign~for and.'amend documents as requir .4 in order to
obtain.,a building permit business license and to take the approved documents.
for.our:compa.ny:to construct -accordingly;
4arry
•
ausner
CEO
L.J. Hausner Construction Company
1541 Parkway Loop, Suite E
Tustin, CA 92780
714-544-3.100
License# 326317
9
"REACHING FOR 100 YEARS OF EXCELLENCE"
CAL-IFORNIA ALL- PURPOSE
CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity
of the individual who signed the document to which this certificate is attached,
and not the truthfulness, accuracy, or validity of that document.
State of California
County of Orange
Onbefore me, Suzanne Kay, notary public
ere insert name an title o I e o icer
personally appeared �(2
who proved to me,on the basis chatisfactory.evidence to be the person(5e,, whose
name(g) is/ate subscribed to the within instrument and acknowledged to me that
he/s sg4ey executed the same in his/fir authorized capacity(i&6), and that by
his/Meir signature(* on the instrument the person(), or the entity.upon behalf of
which the person) acted, executed the instrument.
1 certify under PENALTY OF PERJURY under the laws of the State of Cali"ornia that
the foaEh
h is true and correct.'
WITNd official seal.tUANNE' !
• Commission Noi 2161425
t NOTARY PUBLIC-CUllFORNIA,'
' ORANGE:CO-JIM
MY Comm. E><pitea AVgL.ST 26, 2020
Notary (Notary Public Sea »..:»..»..«....»....»».......,,.,
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE ATTACHED DOCUMENT
(Title or description of attached document)
2P.Y Gr L�Ceh
(Tie or description A attached document co tinued)
Number of Pages —L Document Date
CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
❑ Attorney -in -Fact
❑ Trustee(s)
O Other
INSTRUCTIONS FOR COMPLL-TING THIS FORM
This form complies with current California s•tanuc-s• regarding notary tvurding and.
ifneeded, shueuld'be c•umpleied and artuched to the document. Acknowledgments
from other .states ma'v he completed for documents being sent to that state so long
as the trurding dues not require the California noierp to violate California notate
law.
• State and County information must be the State and County where the document
signer(s)personally appeared before the notary public for acknowledgment.
• Date of notarization most be the date that the sigtaer(s) personally appeared which
most also he the same date the acknowledginent is completed.
• Tho notary public must print his or. her name its it appears within his or her
commission followed by a comma and then your title (notary public)
• Print the names) of document signer(s) who rersonally appear at the time of
notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.
he/she/t+ey- is /are ) or circling the correct roams. Failure to correctly indicate this
information may lead to rejection ol'document recording.
• The notary seal impression must he clear and photographically reproducible.
Impression must not cover test or lines. ll'seal Impression smudges. re -seal if a
sufficient arca permits, otherwise completea dil'fc-rent acknowledgment lorm.
• Signature orf the.noiary public must' match the si;,naturc-on file with the oflwe of
the county clerk
Additional information is not ,required hot could help to ensure this
acknowledgment is not misused or attached to a different document.
Indicate title or type ol'attached dOCUmerS. number of pages and date.
Indicate the capacity claimed by. the sig -ter. II'the claimed capacity is a
corporate officer, indicate the title (i.e. CZ -0, CFO, Secretary).
• Securely attach this document to the signed docuneni with a staple.
c --y OF LA QUINTA
�o ED
R CONSTIR TiON
.rT._ 3WL-
0-
7
LOT COVERAGE
(E) HOUSE W/GARAGE - 2,581 SOFT.
PROP05ED COVERS - 440 SOFT.
TOTAL - 5,021 SOFT.
LOT - 8,502 SG.FT.
TOTAL LOT COV. - 35.0%
O TRACTOR:
.J. HAUSNER CONSTRUCTION CO.
15 4 1 PARKWAY LOOP, 5TE E
TUSTIN, GA 9 2150
TEL: (-1 1 4) 544-3 100
J
E OCOTILLO DR.---�
PLOT PLAN
SCALE: 1 20'-0"
`' ' 3
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:. DESIGN REQUIREMENTS:
GOVERNING CODES: WIND SPEED CONVERSION TABLE:
'
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 &
2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 20132D16 CALIFORNIA BUILDING AND
IBC APPENDIX CHAPTER I.
RESIDENTIAL CODES, ASCE/SE 7-1D MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
ROOF LIVE AND SNOW LOADS: 10, 20, 25, 3D, 40 8 SD psf. (SNOW LOADS AT GROUND
AND THE 2015 ALUMINUM DESIGN MANUAL -ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN
LEVEL 25, 30, 40 & 50 psi)
ACCORDANCE WITH 20122015 IRC AND 20132016 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
CONSTRUCTION AND ACI 318-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
ROOF LIVE AND SNOW LOADS: 20, Z5, 30,40 850 psf. (SNOW LOADS AT GROUND LEVEL
25, 3D, 40 & 50 pst)
DRAWING NOTES -
Z 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, HE
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
S. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3
12 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
EXISTINd OR NEW CONRETE SLABS.
10.20 POUNDS PER SQUARE FOOT LL 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/SO 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES: IN
ACCORDANCE WITH ASCE/SEI 7.
17, THE RATIO (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL 3E SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 2B DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 18062 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A5DO GRADE B.
ROLL FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 GSO.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 202474; 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 POST4NSTALLED 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 (1 D AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15052,
EXCEPTION Z
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBCHBC.
FOR USE WITH THE CRC/IRC, DMDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH =110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7.10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
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: II, 11.
4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S,= 1.50, S, = 0.6, S, = 1.0, S„ = 0.50
RESPONSE MODIFICATION FACTOR, R:125
6. DESIGN ASSUMPTIONS:
A BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
8- 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 IAPMD-LISTED
EVALUATION REPORT. AT A MINIMUM SUBMISSION FORA BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A TITLE SHEET AND GENERAL NOTES.
B -STRUCTURAL CONFIGURATION p.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 (INHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
SHEET INDEX:
SHEET # SHEET TITLE / DESCRIPTION
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE ADDRESS:
WIND SPEED & EXPOSURE
ROOF / SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM
STRUCTURAL ENGINEERING
• 26030 ACERO SUITE 200 PHONE (949) 305.1150
T-0 ..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES MISSION VIEJO,CA92691 FAX (949)305-1420
SH -1 .............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER
SH -2 ............OPEN LATTICE STRUCTURES OF RECORD:
SH -3 ............. PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT.
SH -4 ............MINIMUM FASTENERS
SH - 5-6 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
SH -8 ............EXISTING EAVE CONNECTION DETAILS
SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS
SH -10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
SH -12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SH -13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
SH -14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
SH -15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
SH -18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF LL, 110-130 MPH
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 3436 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF LL, 110-130 MPI
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF LL, 110-130 MPt
SH - 39.10 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPI
SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPI
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPI
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPI
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 .........ADDITIONAL STATE LICENSURE STAMPS
DUSTIN C ROSEPINK SE SBBS
ANTHONY TRAN
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SOLID PANEL
STRUCTURES
i
SH -0
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1
2
0
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OPEN LATTICE STRUCTURES r
RAFTER, SEE TABLES >�
NGBU, WALL ROOFO RHANG,
y- 25% OF RAFTER OR
MAX ER O H H.G SEE DETAIL AB & C.
2 Y f ALLOWABLE SHEET S.
S
0 °0c a SPAN
^�ST�gCSPAN
G
12
DETAIL 11, SHEET AT
NO BEAM SPLICE
6 0
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
EXTERIOR POSTS
NO BEAM SPLICE AT�0�
��0
2q
EXTERIOR POSTS
lir
`\0V'
LENGTH OF STRUCTURE VARIES
C� EOG.
\ G w
e
LENGTH OF STRUCTURE VARIES
CeD3
6
POST VM SIDE PLA S
F
G
SEE SHT. 11 F132 WXN M
�Sj pSa�
NUMBER OF REQUIRED
NUMBER OF REG
COLUMNS
. r'9S(Lc NG
NO BEAM SPLICE AT
COLUMNS
S
F
r'OST'la
31? SLAB ATTACHMENT
SEE POST DETAI
MAY BE USED WHERE
NOTE: EACH COMPONENT IS INTER -PERMITTED.
�rge�s
T96�FSG �.,
CHANGEABLE WITH ANY OTHER
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
l� SEE TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
MAY NOT BE COVERED.
NOTE: EACH COMPONENT IS INTER-
FOOTING WHERE REQUIRED,
MAY BE USED
FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
S���
Fr�(eSHc
SEE TABLES
MAY NZBE COVERED.
COMPONTENT UNLESS OTHERWISE SHOWN.
I�
TYPE "E" ATTACHED SINGLE SPAN
LATTICE STRUCTURE}
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAY, O.H.,
25%OF RAFTER , O.HJ-
RAFTER,SEE
MAIC O.H.
25% OF RAFTER
WALL LEDGER OR
ROOF a EliSyrNGeU'�,NG SSEE HEET B.
MANDATORY
8 C
OVERHANG,
MANDATORY BEAM SPICE- SEE
^�ST�gCSPAN
12
DETAIL 11, SHEET AT
NO BEAM SPLICE
6 0
�G
EXTERIOR POSTS
�3
6
0�, �C
LENGTH OF STRUCTURE VARIES
C� EOG.
_
e
LENGTH OF STRUCTURE VARIES
CeD3
w
0� 2
MANDATORY BEAM SPICE -SE
POST VITH SIDE TES
SEE SHT, H FOR MINNUM
G
DETAIL 11, SHEET 12
NUMBER OF REQUIRED
S
NO BEAM SPLICE AT
COLUMNS
OST CROSSSECTI
9
�SrSp
EXTERIOR POSTS sAbyy
FFT Spq
SEE POST DETAI
T
31?SLAB ATTACHMENT
MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
T96�FSG �.,
PERMITTED.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
31? SLAB
MAY NOT BE COVERED.
NOTE: EACH COMPONENT IS INTER-
FOOTING WHERE REQUIRED,
MAY BE USED
CHANGEABLE WITH ANY OTHER
S���
Fr�(eSHc
FOOTING. EEN
COMPONTENT UNLESS OTHERWISE SHOWN.
I�
TABS
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
°
MAY NeOT BE COVERED.
FOOTING SEE TABLES
6
TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
RAFTER,SEE
MAIC O.H.
25% OF RAFTER
WALL LEDGER OR
ROOF a EliSyrNGeU'�,NG SSEE HEET B.
MANDATORY
8 C
OVERHANG,
MANDATORY BEAM SPICE- SEE
IG
12
DETAIL 11, SHEET AT
NO BEAM SPLICE
6 0
EXTERIOR POSTS
�3
0�, �C
LENGTH OF STRUCTURE VARIES
G
pp �nfS
S Sp pvV�
POST VITH SIDE TES
SEE SHT, H FOR MINNUM
�148�cjNG
NUMBER OF REQUIRED
S
COLUMNS
NOTE: EACH COMPONENT IS INTER-
9
�SrSp
CHANGEABLE WITH ANY OTHER
�F SpAOgry� I
31?SLAB ATTACHMENT
MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
T96�FSG �.,
PERMITTED.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEETABLES -
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
TABLE
? r+
VAIL O.H
25% OF RAFTER
ALLOWABLE
0 SPAN
'SSG
}crNG
LENGTH OF STRUCTURE VARIES 1wG
MANDATORY BEAM SPICE -SEE I�II{�U
DETAIL 11, SHEET 12 POST CRISSECTION, /
NO BEAM SPLICE AT SPoS) SEE POST DETAIL
EXTERIOR POSTS lye q N
a G
S 31? SLAB
MAY BE USED
NOTE EACH COMPONENT IS INTER- Pos} TO CONSTRAIN
CHANGEABLE WITH ANY OTHER Fl Spq� FOOTINTABLING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN. ta�SN
NOTE THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES
MAYNOTT BE COVERED.
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
� =O
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11/14/16
DURALUM
IAPMO 0195
pp
Aff 91"
4 STEL JOB i i6
DATE 11M4116
DRAWN BY AT
CHECKED GM
OPEN LATTICE
STRUCTURES
SH - 2
• A o g e C o D o 'E o F o G
RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP..B & C o
co Ln
1 L (V
- 2
CD
W M m
0
TYP
3
3" x 8"
"
4
X
e
- s
6
.024' 6.5'
0.042°
CD
W M m
z
z
TYP
r{ ,u)
3" x 8"
RAFTER
X
-
Z
.024' 6.5'
2"
X 6 1 /2"
RAFTER
}
042'
0.042'.
cr
Z
N
DBL.
2" x 6 1/2"
RAFTER
* 3"x8" RAFTER*;2"
LUSL
,7,
0 Lu
d"
a v (
a v.
120 MPH 130 MPH
S o S 5885
"� ^
-110
MPH
120
MPH
130
MPH
T
110
MPH
120
MPH
130
MPH
DURALUM
(IN.)
�o
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
LUSL
(IN.)
wzz
LUSL
(IN.)
v,z
-EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B
EXP.0
EXP.13
EXP.0
EXP.81
EXP.0
o
29'-8"
29'-6"
29'-B"
28'-9"
29'-3"
26'-3"
16'-0"
16-10"'
16'-0"
15'-0"
15'-9"
13'-8"
22'-6" •
22'-4"
22'-6"
21'-1"
22'-2"
19'-2"
10
16"
26'-3"
26'-3"
26'-3"
2fi'-3"
26-3"
25'-T
--�Z
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
13'-9"
16"
19'-10"
19'-10"
19'-10"
19'-10"
19'-10"
19'14"
.042
024
024
24'-2" 24'-l" 24'-2" 2 2 2121'-0"
t 13'-0" 13'-1" 12'-3" 12'-10" 11'-2"
1111
18,-4"
18'-3"
18'11"
1T-3"
18'-2"
15'-8"
24"
21'-6"
21'-0"
21'-6"
21-0'-6"
210'-6"
24"
T'
11'-T`
11'-7
11'-7"
11'-7-
11'-3"
24„
16-3"
16'-3"
16'-3"
16'-3"
16'-3"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0"' 22'-9"
96"
20'-3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2"
28'-7" 28'-6" 28'-7" 2T-9" 28'-3"
25'-T'
16"
16"
20
.21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
21'-10"
I
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
1 T-7"
25'-3"
25'-3"
25'-3"
25'-3"
25'-3"
24'-6"
.042
10
1.032
f
10
.032
18 -9" 18'-9"• 18'-9" 18'-9" 18',9" 18'-9"
16'-7" 16'-6" 16'-T' � 16'-1" 16'-4' 14'-10"
23'14"
23'-3"
23'-4"
22'-8"
23'-1"
20'-10"
24"
r _
24„
24"
1 T-10"
1 T-10"
1 T-10"
1 T-10"
1 T-10"
1 T-10"
14'-8"
14'-8"
14'-B"
14'-8"
14'-8"
14'-4"
20'-B"
20'-B"
20'-8"
20'-8"
20'-8"
20'-2"
16"
191-8" 191-8" 191-8" 191-8" 191-8" 1 191-8"
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
34'-7' 34'-4" 34'-7" 33'-7" 34'-2"
32'-8"
25
042
21'-0"
21'-0"
21'-0"
21'4"
21'-3"
20'-8"
16"
21,,9"
. 21,"9"
. L14'
21,,9-
. L1,°9„
. gi'.2^
16"
30'•8"
30'"B''
.042
042
r24-
16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
20'-1" 20'-0" 20'-1" 19'-0" 19'-9" 19'-0"
28'-2"
28'-1"
28'-2"
2T-4"
2T-10"
26'-8"
24"
24"
1 T -T'
1 T -T'
1 T -T'
1 T-4"
1 T-6"
16'-10"
1 T-9"
1 T-9"
1 T-9"
1 T-9"
1 T-9"
1 T-3"
25'-1"
25'-1"
25'-1 ",
25'-1 "
25-1 "
24'-4"
16"
'1 B'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-l-
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
1 T-4"
1 T-4"
1 T-4"
1 T-4"
1 T-4"
1 T-3"
30
19'-1"
19'-1"
19'-1"
19'-1"
16
11'-9"
119" '-
11'-9"
11'-9"
11'-9"
11'-9"
16"
16'-7"
16'-7"
16'-7"
16'-T'
16'-7"
16'-7"
.042
,
024
024
13'-9" 13'-9"' 13'-9" 13'-9" 13'-9" 13'-9"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
24"
241
24 "
15'-7"
15'-7"
15'-7"
15'-7
15'-7"
15'-7"
9'-$"
9'-8"
9'-B"
9'-8"
9'-8"
9' 8"
13'-T'-
13'-7"
13'-7"
13'-T'
13'-7"
13'-7"
16"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
151-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
22'-0"
40
16'-8"
16'-8"
16-8"
16'-8"
16'-8"
16'-8"
16"
15'-0"
15'-0"
15'-0"
• 15'-0"
15'-0"
15'-0"
16"
21'-1"
21'-l".
21'-1"
21'-1"
21'-1"
21'-1"
.042
20
.032
20
.032
24"
12'-1" 12'-1" 12'-1" 12'-1" ' 12'-1" 12'-1"
12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9"
18'-1"
18'-1"
18'-1"
16'-1"
18'-1"
18'-0"
24"
24"
13'-8"
13'-8"
13'-8"
13'-B"
13'-8"
13'-8"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
1 T-3"
1 T-3"
1 T-3"
1 T-3"
IT-
IT
16"
13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4"
19'-0" 19'-0" 19'-0" 19'-0" ' 19'-0" 181-10"
26'-8" 26'-8" 26-8" 26'-8" 26'-8"
26'-7"
50
15'-0'
15'-0"
15'-0'
15'-0"
15'-0'
15'-0"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
161
-
25'-6"
25'-6"
25'-6"
25'-6"
.042
�2
042
24"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3"
15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-0"
21'-10"
21'-10"
1'-10"
21' .10"
21'-10"
21'-9"
-
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
2411
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
-
-
241
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
10'-7"
15'-10"
15'-10"
15'-10"
15-10"
15'-10"
15'-10"
* NOTE: SINGLE RAFTERS
SPACED
16" O.C. MAY BE USED AT
16"
11'-T
11'-T'
11'-7"
11'-6"
11'-6"
11'-2"
16"
16'-3"
16'-3"
16'-3"
' 16'-1"
16'-2"
15'-8"
32" O.C. WHEN DOUBLED
AND SINGLE
RAFTERS SPACED
024
024
8'-1" 8'-1" 8'-1" 8'-1" 8'-1' 8'-1"
-
13'-4"
13'-4"
13'11"
13'-2"
13'-3"
12'-9"
24" O.C. MAY BE USED AT 46" O.C.
WHEN DOUBLED.
24°
9'-6"
9'-6"
9'-6"
9'-2"
24°
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
14'-4" 14'14" 14'-4" 14'-4" 14'-4" 14'-4"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
20'-2"
16"
16„9"
25
9"
14'-
14'-9"
14'-6"
14'-T
14'-2"
20'-9"
20'-9"
20'-9"
20'-6"
20'-7"
19'-10'
.032
25
.032
11'-1" 11'-1"
16'-7"
16'-T' `
16'-7'
16'-7"
16'-7'
16'-7"
24"
24"
12'-1"
11'-10"
12'-0"
11'-7"
1T-0"
1T-0"
17'-0"
16'-8"
16'-9"
16-3"
1 T-4"
1 T-4"
1 T-4"
1 T-4"
1 T-4"
1 T-4"
-6229W-6"4'-6"
24'-0"
24'-6"
24'-0"
16"
16"
1T-9"
1T-9"
1T-9"
17'-7"
1T-8"
1T-1"
25'-1"
• 25'-1"
25'-1"
25'-1"W
.042
,042
' 3" 13' 3" 3" 3"
1314-7 1314'-T' 1314'-7"
1314'-6" 1314'-0"
M
0' 0"
2 0'-0"
2 0'-0"
2 0'-0"
24^
24"
14'-4"
20'-6"
20'-6"
20,-0"
0.042°
CD
W M m
TYP
r{ ,u)
8.0'
X
-
.024" 6.5'
.024' 6.5'
.032'
0.032°
042'
0.042'.
N
* 3"x8" RAFTER*;2"
6 55 RAFTER
ALUM. ALLOY 30D4 -H36
* DBL. 2"4.5" RAFTERS
ALUM. ALLOY 3004+136 OR
ALUM. ALLOY 3004-H36 OR
EQUAL
OR EQUAL
EQUAL
FOOTNOTE "SAMPLE"
FIGURE INDICATES t ' T� Km DATE - A
ATTACHED L _ FIGURE INDICATES
FREESTANDING
4 STEL JOB S 16.1071
' - • ''G �. ' ` DATE IV14116 -
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MINIMUM FASTENERS
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11/14/16 -
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DURALUM
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AHJAPPROVAL
FIGURE INDICATES t ' T� Km DATE - A
ATTACHED L _ FIGURE INDICATES
FREESTANDING
4 STEL JOB S 16.1071
' - • ''G �. ' ` DATE IV14116 -
• - DRAWN BY AT
CHECKED GM
MINIMUM FASTENERS
- 1
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I II
SH -5
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HEADER BEAM TYPES : -
1.52° I
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1 4. EXT. CUP ` N CD Ln t
0.375 N C
< W rnSPLICE
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SPUCE , OCCURS I ASTM A653 SS WHERE ALLOY V
' SPLICE +i WHERE GRADE 50 G60 3.0° OCCURS �� O
° R OCCURS y x
6.5
• _ 0.73° 2.57' OCCUR
• II II 4.0' ` I 4.6" 'ALUM. 6.656° 7.0° d w LQ
.r O.D75" I . ' II 0.070° . } I 0.110° i Q Z - t
+ II 3.0' 0.065 , U E
- I_ TYP: r I r _ I T1P. 0 Ef
2 - .038' 208° II II 2.04 I TYP I �3.0" - .E a r O
c' s I .. r 1 C7 U) r
«.c • ; {!i
L-----='----� 3.. SQ.x0.032"ALUM. BEAM 0.375 • coc�
`+ W/ 12 GA.'STL. "U" CHANNEL cl 4
3.0° - 1.75.,. 4 ` I
6.5" ROLLFORM ,00° c ASTM A653 SS GRADE 50 G60' _ I
• GUTTER FASCIA MAG BEAM 1 +' t4" I -BEAM 4.5" MAG GUTTER
' ALUM. ALLOY - B ALUM. ALLOY V ALUM. ALLOY v ALUM. ALLOY 25° f'. ALUM. ALLOY 6063-T6 e� ^� ^
3004-H36 - 6063-T6 6063-T6 6063-T6 _ �9 K i
3 W/,1 ..C.. INSERT
G ALUM. ALLOY 6063-T6
- W o S5 85
� � -
T=12OR WI 2 "C" INSERTS
_ * 14 GA U *.
-
7.8 1 75" ASTM fl ALUM. ALLOY 6063-T6
A653 SS
.042°/ 6.5' • `= , GGRADE so NOTE: TF OF CAl\ �
0.032. t
TV, 8 0" f •. r WHERE'C' INSERT OCCURS AS SHOWN IN
8.0" SPAN TABLES, IT SHALL BE INSTALLED THE 11/14/16
= 0.042' 0.042'• FULL LENGTH OF THE 7" I -BEAM.
4 0.625° .
NOTE:
1-20' . - - EACH HEADER BEAM TOP AND DURALUM -
_ t t BOTTOM FLANGES SHALL BE CUT AT ' -
MAX. _ .-'
2 875° - -
° DBL. 2"X6.5"x0.042" i 3"x8"x0 042" BEA EACH INTERIOR COLUMN WHERE 3 s IAPMO 0195 _ T
I ALUM. ALLOY 3004-H36 _ r I I ' `? ''.a " / 14 GA. STL. INSERT OR MORE COLUMS OCCUR DO NOT
t`. 3.0°--1 �3 p•_4.0" - � &±AS
CUT FLANGES AT END COLUMNS.,
OR EQUAL MAX 3.0" TM A653 GRADE 50 G60 - ARIAPPROVAL
2BL. 2"x65'x0.032" �� 3"x8'"x'0.042" BEAM) DBL. 3"x8"x0.042" BEAM. 3"x8"x0.042"BEAM ti ,
5 `� ALUM. ALLOY 3004 H36 `L n �LgLUM. ALLOY.3004-H36 J L ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT `
OR EQUAL OR EQUAL '
OR EQUAL , N ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
o j P OCCUR AS SHOWN IN THE SPAN TABLES,
C THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.14 GA.
ASTM ^ COLUMN /,POST TYPES - . -�'pEp
* r a A653
6 - GRADE 50 B.O. n p p
a -•i- - .042" , - .a •' -. `� - ^_Y 1 G 3"SQ.xt=0.188" 1 - -' S�� ?•a : L +
.. - REMONS
TYP " .. r • H=3"SQ.xt=0.250". ` ` .. ' - a,f -
.: 0WO�OO
024' . 6
° r a r
I=3"SQ.xt=0.313" '
1 ~ t i� • 4 I Y r-4"SQ.xt=0.188" a
F► -3.0° 4.0• -11.00"f-- � - `s
-�
MAX 3.0 oao• ALUM. 6.5'.� K=4"SQ.xt=0.250, asTa�oaa . 1s1oT1 r t
a DATE 1v1a16
' � • ,DBL. 3"x8'x0.042" BEAM � - >: •' .048• sr�L -- . w - ¢ .
@ 24' D. DRANT BY AT Y
O W/ DBL. 14 GA.'STL.- INSERT EA SID ,
3.0" ^
ALUM. ALLOY 3004-H36 3.0° 28" ` 3 0"
° • OR EQUAL - 2° cM
03- cHECI�D
ALUM. 0.075° OR
DBL. 3"x8"x0.042" BEAM - I I Trp, 3.0" 4.0°
P W/ DBL. 12 GA. STL. INSERT --3.0'----I _-3.0---� - t' HEADER BEAM TYPES, -
-._ I
ALUM. ALLOY 3004-H36 3" SQ. ALUM POST 3" SQ. ALUM. POST n "- �`�"-` - COLUMN I POST TYPES E `
6 OR EQUAL ALUM. ALLOY_3004-H_36 � ALUM. ALLOY 3004-H36 _ � 3" SQ. ALUM. POSE , x---3.0°--- +. s
ss WITH SIDEPLATES� MAG POST ' 3.0° oR 4.0°
NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS HEIGHT LIMITED TO &AS4Mt5
3QSTEEL POST S E `
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED - ALUM. ALLOY 3004-H36ALUM. ALLOY SQ. STEEL POST` SH
THE FULL LENGTH OF THE 3 x6' BEAM 10'-0" MAXIMUM. 3 GRADE 50 CP60 OR EQUAL 6063 T6 ASTM A500 GRADE B
x ,
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- _ DURALUM T a
IAPM0 0195
1�U.
�UTA
TRUCT/Cnl-
4 STEL JOB S 161 W1
DATE 11/tai6
DRAWN BY AT
CHECKM - GM
EXISTING EAVE r
CONNECTION DETAILS
SH -8
'EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
'
• t
•
' y
A34 FRAMING ANGLE -
SEE TABLE 2
FASTENERS, SEE TABLE 3 '
R F. OR EXT. HANGER
CHANNEL ZX C 3X
RAFTER BRACKET
NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER
DETAIL A OR B, SITE SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
STUD WALL FRAMING WHERE ONE OR MORE OF THE 10' 20 P� > B > 18'
FOLLOWING CONDITIONS OCCUR: 3D, 40 & 50 psf .6! > 14'
LEDGER OR WALL HANGER _
WITH FASTENERS
PER TABLES 3 & 4
3/16° STEEL NOTES BRACKET CAN BE
g^ 0 1/4"8 HOLES,TYP. LOCATED ANYWHERE ON EAVE •
0 —NOTE.' PROVIDE WATER
0 TYP. BRACKET PROTECTION, METAL FLASHING
gc AT EVERY 2x CAUCK JOINTS AND SLOPE
a To DRAIN (OPTIONAL)
EXISTING EAVE ALLOWABLE PROJ. TO BEAM
OVERHANG SEE TABLE 1
(24" MAX
1 1W _ ) W OR Dl6 LEDGER
ALUM. PANEL ZX OR EXIST. RAFTERS AT
3x ALUM. RAFTER 24' O.C'AT ROOF
EXIST. FASCIA BOARD OVERHANG
ALLOWABLE PROJ. EXISTING EA 2X FULL DEPTH
TO BEAM OVERHANG., WOOD SCAB.
n- 1SEEE TABLE lac
SEE TABLE 1 (24' MAX.)
- A EAVE CONNECTION,
' L EXISTING RODE OVERHANG DESIGN LOADS+
RDL 3 psf (MIN) TO B psf (MAX) RLL = 20, 25,
- :30, 40, I G, psf
• 2. EXISTING,RAFTER AL,LOVABLE BENDING STRESS IS
—08 wsk
J_- 2x WOOD STUD OR
�' MIN. CONCRETE WALL
3•
L
1' MIN- ;
r - •
WALL CONNECTION `'
B NOTE WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6' (AT 2 Sc614'
MINIMUM RAFTERS), NOMINAL 2W (AT 30x8' MINIMUM RAFTERS)
OR KILN -DRY WOOD -FILLED 2'x6)4° OR 3'x6"ALUMINUM SECTIONS..
RAFTEIk -
(3) 14x3 1/2• W.
v
r+DTG rLaG[ •cDca Ium OR SIMILAR
NOTE 9RACKET MAY 9E
MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER
COMP. SHINGLE ROOFING TO PR13VIDE yy/ SAME CONNECTIONS. -
' SEAL
t ALTERNATE EAVE CONNECTION
�' NOTE THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
WITH A 10 psf MAXIMUM DESIGN LOAD.
, •
TABLE 1
TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PAi�EL
OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG
' '
TABLE 4 a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIKTHICKNESS
,
COVER
LUSL
EXISTING
FRAMING MEMBER
AT ROOF.
OVERHANG
-
MAXIMUM PROJECTION
WIND SPEED (MPH)
AND EXPOSURE
(A) - . SIMPSON. A34 FRAMING ANCHOR USING SD9112 SCREWS
(B) - (D SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL i
COVER
LUSL
NUMBER AND TYPE
OF FASTENERS .
1107B'1
10, C
120, B
1.120, C
130, B
130, C
- ---
10
-
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'4"
20'-7"
�=
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 '
S" SIMPSON48' RO STRONG -BOLT 2
SS AT AD.C.O.,
-
2" x 6" NOTCHED
26-0"
26-0"
26-0"
25'-7"
25'-4"
21'-2"
N SPEED CIN SPEED CWIND SPEED WIND SPEED WIND SPEED WIND SPEED
) (�. B & C) • (EXP. B & C) (EXP. B & C) (EXP. B & C)
2"x6" FULL OR
2'x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
20 "
SATS S'SO.C.STRONG-BOLT 2
110 120 130 110 120 130 110 120 130 110 120 130 110 120• 130 110 120 130
2'x80 FULL CH
2'x10" NOTCHED
26'-0"
26'-0"
26'-0"
. 26'-0"
26'-0"
26'-0"
6
(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A)
(A) (A) (A)
(A) (A) (A)
_ 25
S 0 SIMPSON STRONG -BOLT 2
B O.C. n,b> -
/
O O (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (6)
20
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-T',
2" x 6" NOTCHED
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
26'-0"
T
(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A)
(A) (A) (A)
(B) (B) (B)
30
Ye' 0 SIMPSON STRONG -BOLT 2
SS AT 36' O.C. (n,b)
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)
9,
(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B), (B) (B) (B) (B) (B)
40
BOLT 2
SATS36PSO.C. STRONG -BOLT
20X8" FULL OR
2'x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10'
(A) (A) (A) (Aj (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
2" x 4" FULL
26-0"
26'-0"
26'-0"
25'-2"
25'4"
20'-7"
11'
(A) (A) (A) (A) (A) (A) (B) (B) (B) . (B) (B) (B) (B) (B) (B) (B) (B) (B)
50
Ya' 0 SIMPSON STRONG -BOLT 2
SS AT 24' O.C. (n,b)
2" x 6" NOTCHED
26'-0"
26-0"
26'-0"
26'-0"
26'-0"
26'-0",
12'
(A) (A) (A) (A) (A) I (A) (B) (B) (B) 1141 (B) (B) (RI I (B) I (B) (g) (g) (14)
25
2'x6" FULL OR '
2'x8" NOTCHED '=
26-0'
26-0''
26'-0"
26'-0'
26'-0'
26'-0"
TABLE
3 c TYPE AND NUMBER OF FASTENERS REQUIRED
AT LEDGER
, .•.
,
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL
FRAMING
..
FOOTNOTES TO TABLES 3 & 4: ?�(
2'x8" FULL OR
2'x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
a.. EMBED ANCH❑R • 3' MINIMUM
INT❑ :,CONCRETE WALL AND
INSTALL • IN ACCORDANCE '
WITH - ESR -3037 >
30
2" x 4" FULL
16'-0"
16'-0"
16'-0"
16-0"
16'-0",
16'-0"
(C) - (2) Y4' DIAMETER LAG SCEWS r
(D) - %' DIAMETER LAG SCREW -,I
(E) - ;v4' 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"
b. USE 3' SQ,x3'4 'STAINLESS
STEEL 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) -
Y4 DIAMETER- LAG, SCREWS.
,
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 SE
F�
m
WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
(EXP. B & C) (EXP. B & C) - (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C)
40
r
2"x 4" FULL
11-7"
11 ' -7"
11'-7'
11-7'
11'-7'
11-T,
2"x6"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
2'x6" FULL OR
2'x8" NOTCHED
19,-6"
19'-6"
19'-6"
19'-6"
19'-6"
18'-15"
5'
(C) (C) (C) (C) , (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D)
6'
(C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D). (D) (D) (D). (D) (D) (D) (D)
2'x8" FULL OR
2'x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
T
(C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
50
2" x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'
(C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2"x 6" NOTCHED
2"x6 FULL OR
2"x8NOTCHED
12'-1"
15'-3"
12'-1"
15'-3"
12'-1"
15'-3"
12'-1"
15'-3"
12'-1"
15'-3"
12'-1"
15'-3"
9'.
10'
(C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D)
(C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D)
(D) (D) (D)
(E) (E)(E)(E)
(E) (E) (E)
(E1 (E)
-
2'x8" FULL OR
2"x10" NOTCHED
11'
12'
_LCA)(C) (C) (C) (C) (C) (D) I (D) (D) (D). (D) (D) (E) (E) (E) (E) (E) (E)
(C)(C) (C) (D)' (D) (D) I (D) I (D) (D) (p) (D) (D) (E) (E) (E) (E) (E) (E)
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S 5885
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11/14/16
- _ DURALUM T a
IAPM0 0195
1�U.
�UTA
TRUCT/Cnl-
4 STEL JOB S 161 W1
DATE 11/tai6
DRAWN BY AT
CHECKM - GM
EXISTING EAVE r
CONNECTION DETAILS
SH -8
' A ° B C ° D ° E o F o G o ff o
HANGER CHANNELS AND MOUNTING BRACKETS
DATE 11114116
FASTENERS,
T=.060' TYP,
CHECKM GM
2,740"
SEE TABLE 3, SHEET 4
,[-
HANGER CHANNELS AND
FASTENERS, --_(-
1.50" SEE TABLE 3 SHEET 8 30D" •C76
'
T=.060"
w
IT
ALUM. 3004-H36
06 s3
SH
i.�
3
-25"R .0
.010"x90" 202" FASTENERS,
(2) DIA. SEE SHEET 4
c*1 tO .563" 281 20
FASTENERS
SEE TABLE 3 SHEET B
C
_"
5ON
CONTINUOUS
3°
T51"
A- RAILmNERS ROOF PANEL (WrIERE OCCURS)
p"�
8BLE
3FASTENERS,
" SEE SHEET a ALUMALLOY
FASTENERS,
SEE TABLE SHEET 4
kLUMALLG'i FOF1�-T6
1,$80"
3,
ALUM. ALLOY
6063-T6
ALUMALLOY
6063-T6
6063-T6
r. ROLLE-
O
EXTRUDED HANGER / CONNECTION
OC I.R. HANGER
11
11H" BRACKET
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3)1/2"0 LAG SCREWS1
112^ 10# LL=(2)#14 SMS EA SIDE
2D#,25#,3D# LL=(3)#14 SMS EA. SIDE
ao#,so# L.L=(aNe14 SM5 EA
BEAM SPLICE TO
3 PER SIDE
SIDE
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
1.@
OR 1 1/2"
@ 6 SCREWS I @ 2 -POST UNITS 'SCREW IS INSIDE
Q
— —}—
PER SIDE I
SMSBE
3^
2" x 6 1/2" OR
5#14
USE AS
5"MIN. 3"x 8"ALUM..5"3.5"
ALTERNATE TO
RAFTER
BOLTS
AEACH
3.5"1/4"0
3" 3"X8" ALUM._
3/4"OR 1 1/2
8" BEAM
.5"
LU 1• HEADER
U -BRACKET
�OR
EXISTING WOOD STUD FRAMING
SEE NOTES2
E STUCCO 3"X8"ALUM.
()RAFTER
E) STUCCO
BELOW 1 I 6 112" SIDEPLATE EA
x 3 1/2^ 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 5/6"0 x 3-1/2" LAG SCREWS LL=40 and 50 psf
1
#14 SMS EA. SIDE
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
THREADED PORTION OF SHANK COMPLETE
PENETRATION INTO EXISTING CORNER STUD.
NOTE USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
y BEAM TO POST CONNECTION 8
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 112"
BOLT CONNECTIO DOUBLE RAFTER-_
#8 S.M.S. EACH SIDE
EXISTING ALUMINUM MEMBER WITH
PLAN 2
LATTICE 1 1Q" OR 2"
SHEATHING WOOD FILL OR
DBL. 3'xB'xD,042 BEAM
ALTERNATE:
NOMINAL LEDGER,
OR DBL. 2'x6.5'x0.032'/0.042'
4414 S.M.S. EACH
J (NEW OR EXISTING)
BEAM
RAFTER TO COLSEE
NOTE, DETAIL B,
N
CONNECT: (B TOT.)
2x6,5" OR 3"x8" RAFTER
SHEET B
x j ='
°
ALTERNATE 112" BOLT
O
1'
4S O r
I ALTERNATE
fn i;t FASTNERS, SEE TABLE 3,
1'
(2)- #14 S.M.S. EACH RAFTER
" SHEETS
5/8' 0 ACCESS
TO COLUMN CONNECTION
HOLES
INSTALL 6 — 1#14
3gc 3"STL.POST (24 ° ALTERNATE'
(4 -TOTAL)
t
X
INSERT ATTACHED OR
(z}bcs.s^ OR
3"x 3"STLPOST COLUMN (2}3'x8'HEADER
ALTERNATE
3' SO. POST LONG SDS @ EACH
FOR FREESTANDING
(2)- 2x6.5" OR (2}3'x8" HEADER
;j EXISTING
HEADER TO
(2}112 -BOLT
ALTERNATE
1" STUCCO OR EQUAL
COLUMN
FASTENERS
n 6.5" SIDEPLATE
3"x3"x0.024" (1) -112" BOLT OR
CONNECTOR (2} #14 S.M.S. EACH RAFTER
2.5" PENS INTO EACH WOOD STUD
PE
PER
CONNECTION)
DBL. RAFTER / DBL. HEADER CONN. 4O
STUB COLUMN TO DOUBLE HEADER CONN. O5
O
DO HEADER
BLE O O
gITTACHMENOT DETAILER
COLUMN DETAIL
E CV i
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aax u4tE oscamoN ,
4 STEL JOB 9 161071
DATE 11114116
DRAWN BY AT
4
CHECKM GM
HANGER CHANNELS AND
MOUNTING BRACKETS
3
e
SH
- 9
A
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
° E _ ° F ° G o H
1
0
2
4
5
-T" BRACKET @ 3"SQ. POST
W/ (4)-#14 SMS EA SIDE OF POST
OR 112" M.B. THROUGH POST
ro3T
I11
POCT. -
(2}3/8"0 STRONG BOLT 2 SS
BRACKET TO SLAB.
112" MINIMUM DISTANCE TO
OF SLAB.25'-30•
33'MINIMUM DISTANCE FROM
CRACK TO COLUMN.
(lYB"MIN. EMBEDMENT•)
SLAB SHALL BE IN
GOOD CONDITION
FOR SIZE
3 1/2' MIN. SEE FOOTING
IN BEAM SPAN TABLE
_
EXISTING SLAB - =
O ATTACHED COVERS ONLY) O
"��
II
D E _
a POURED CONCRETE
FOOTING SEE TABLES
WARE=1)
POSTS TO CONIC. FOOTING ' -'
ATTACHED COVERS ONLY
�• g za CUBED (1)
(2}lrro
3 v<•
22' 2S SQ.
TABLE 1
TABLE 2
_
CUBED (2)
ATTACHED ONLY
ATTACHED AND
26• 32 SQ. 23'
'
FOOTING & ANCHOR BOLTS
FREESTANDING
STEELONLY:
� I USE POST TYPE
USE POST T
ALuwrBRACKET USE wm IALTERNATE
35-39 CUBED (2)
FTG._ _
i i /—F, G. H, I, J OR K
roar rare e,c,D, lJH a
SINGLE POSTS
FOOTING SIZE EMBED.
I I
I I
CUBE SIZE SQ. 18' DEEP ' CUBE FTG.
STEEL'r BRACKET OR 9' SQ.
BOLTS
18' 18" SQ. 12"
1/2 DEPTH OF I I
17•-22 CUBED (1)
(2)3/B o
17/8'
BASE PLATE USE WIT1i
POST TYPEBCDEF GHJORK
FOOTING OR I I
20' 21' SQ. 12'
(2}3/8"0 STRONG BOLT 2 SS
BRACKET TO SLAB.
112" MINIMUM DISTANCE TO
OF SLAB.25'-30•
33'MINIMUM DISTANCE FROM
CRACK TO COLUMN.
(lYB"MIN. EMBEDMENT•)
SLAB SHALL BE IN
GOOD CONDITION
FOR SIZE
3 1/2' MIN. SEE FOOTING
IN BEAM SPAN TABLE
_
EXISTING SLAB - =
O ATTACHED COVERS ONLY) O
"��
II
D E _
a POURED CONCRETE
FOOTING SEE TABLES
WARE=1)
POSTS TO CONIC. FOOTING ' -'
ATTACHED COVERS ONLY
�• g za CUBED (1)
(2}lrro
3 v<•
22' 2S SQ.
16"EA
12" MIN. BD. I
I • I LU9
=EDGE .:
:<LSLAB
LU Z
LU Q
• D -
" 1 1/20M.8. �" _
(i•
x9" LONG, 1' ��'�, �• :� ~
d Q
FROM END p m
OF POST Z
POURED SQUARE, SEE FTG.
CONCRETE SCHEDULE IN BEAM
SPAN TABLES
OSQUARE POST EMBED. _
INTO FOOTING
24' 28" SQ. 20'
CUBED (2)
(4}lreO
31/4•
26• 32 SQ. 23'
31'-34• CUBED (2)
(4}Sre 0
4'
28' 35' SQ. 25'
3D' 39• SQ. 28'
35-39 CUBED (2)
(4)-34"0
4314'
32'SQ. 30'
43'
34' 4T SQ. 32'
40'-42' CUBED (2)
(4}3/4'0
4 3/a•
36' S1" SQ. 34'
NOTE BOLTS SHALL BE SIMPSON STRONGBOLT 2 SS
(ICC -ES ESR -3037) i
MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE
2)REOUIRESUSE OFALTERNATE FR STANDING
WE
38" 55's Q. 37'
47 60' SQ. 39'
42' • 64' SQ. 41'
�' ss sQ. v'
ease FooTINc w 31rr sua9
ALUM. ALLOY 3.00" OR
6063-T6 ;2.40"1.375" l'75"
7 O�
1.60"
1.5 090" TYP.
INSTALL %F x %"x Ye" HDG
° WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
e (ICC -ES ESR -3037)
ALUM 'T BRACKET '/ C
q 7/16"0 H01
FOR 3/8" h
ASTM A500 GRADE B
INSTALL 1V x 1YZ" x Ye" HDG
WASHER PLATE AT ANCHORS
.157"-
TYP-
USE FOR 3" OR 4"
STEEL POSTS
rk 2- 5/16"0
NOTE CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
C , T
STEEL "T BRACKET
1
2 FLANGES
21 /8" APART
BASE FLARES
TO 3WDE EA
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3)-3/4"0 BOLTS
FOR POST TYPE F, G, H, I, J & K .
T 3" OR 4" SQ.
45" INSERT
INSERT TO�
BASE PLATE 3/16"
9" SQ. X 5/8" THK
THK BASE PLATE
(ASTM A500 GRADE B STEEL) II m
1 X. 6Y2' L , Ya" L7i.+1-rIPM
Z; WELDED STEEL BASE PLATE 1 p UREA(
UNT AND
16
x 0.188
ASTM A500
4 5"
GRADE B
T.O.C.
STEEL
(4} SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
Lu M M
(4 3/4" EMBEDMENT DEPTH)
L
INSERT TO�
BASE PLATE 3/16"
9" SQ. X 5/8" THK
THK BASE PLATE
(ASTM A500 GRADE B STEEL) II m
1 X. 6Y2' L , Ya" L7i.+1-rIPM
Z; WELDED STEEL BASE PLATE 1 p UREA(
UNT AND
Q�fEss IQ�t
S 5885
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11/14/16
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REVISIONS 4FE
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ALTERNATE FREESTANDING
BASE PLATE ANCHOR
EMBEDMENT DETAILS
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R
A
C
G
E
TTA�CHED,.'& FREESTANDING LATT16E COVERS - 10 PSF LIVE LO, 13OMPH - EXP. B Kc)
•
G
BEAM TYPES
TTA�CHED,.'& FREESTANDING LATT16E COVERS - 10 PSF LIVE LO, 13OMPH - EXP. B Kc)
•
0_1
<
3"
W1
&L
y
STEL J "Bf
jjl
1k6
--N- AT
C GM
LATTICE COVERS ATTAC ED'
,_-7-8y FREESTANDING*
il 0 P S NFL. L, 119 H
F ISH 34 -1;
BEAM TYPES
TTA�CHED,.'& FREESTANDING LATT16E COVERS - 10 PSF LIVE LO, 13OMPH - EXP. B Kc)
•
0_1
<
3"
W1
&L
SQ.4.032"ALUM.
12
-2_A-
GA. STL
"U" CHANNEL
BEAM
O p x
DBL.
@L_L�IW.032"
2"x6.
7 ORLL
�( J���
_YxVXO.042"
BEAM
q,
Z Lo
T-12GA.
ASTM A653 SS
GRADE 50 G60
).032- 6S
1 04�'
8.0°
0.042'
co U) U')
c=),
co
ci
04
0')
r\
la: i
.:E
MAX.COL
SPACING
ON SLAB
(2),(3)
� F_
=,p
ATTACHED
FREESTANDING ATTACHED FREESTANDING
MAX POST FTG,
SPACING (IN.)
(SPAN) (i)
MIN.
POST
TYPE
ON.) OSIMAX.POST MAX.POST
MAX POST FTG. POST SPACING SPACING
SPACING
(SPAN) TYPE FOR DBL' FOR 3w
Z ';6.5'A.D3r BEAM
FTG.,
(IN)
KAY -POST MAXPOST
MIN. FTG
POST SPACING SPACING ON)*
TYPE FOR DBL FOR 3'x8'
rX6.5'W.032- BEAM
MIN.
POST
TYPE
13'-7"
5'
16'-g"
161-9"
is
17
B
14'-T'
P�14r*-7-
29
31j9
G
-H
14--1
�1114�.10-
10"
16-4-
5;� 1 �5'4-
B
15
17
14'-6" -�14'-6-
15'-1
28
-:10
G
5
.032"
ALUM
3" SQ.0.032" ALUM. BEAM
�W/ 12 2GA- STL. "U"CHAN NEL
ASTM A653 SS
SO GSO
-4.0- 1 2.0'-� '
MAX
I -,-'\DBL. 2"x&574.032"
PEURPELOYEOW130
OR EQUAL
Z_ 5'
QPBL 2 x6 'X0 �042"
u� _L�
Y 30D H36
OR EQUAL
Typ.
6--.
r___
T'ff'4.042" BEAM
K ALUM. ALLOY 3DD4-H36 r
OR EQUAL
N
1
0'
J�
F
u
U
LL
ic)
1 l' -4"
6'
15' 3"
�153-
_11§6
1
18
�8
B
13'-3
�131-3"
28
1
-1�0
.9 H
G�
H
13'-71":�.
13
4'
1
B
15
J--:�'17
13'-3
14--l' ---
28
29
G
6'
7'.
14'-2' is'
B
12'.4" 28 12'-T' 13' 1"
�2, 3U 1'-'!' G Tz----r
REVISIONS
15 12' 7" 1�, 1- 28
2'-9"
T
8'-6-
13'3" , 16
- � �13, 3", ri- 9—
B
12'-3-
G
P�l l' -T' 29 11"9" 12'-3"
B
pl§6_-[l JV --g-,-- 12'-3" 28
18 ;r_ 6� _O�
18 1 V-6" 12 28
G
8
7-r
9-
!�� 171
12'-r -;':'19
C
29 11'2
11'0" �jvj-
��i 1 —.-o. --2-9 G 11'-211,_2, 11'-711'
B
16 1 V-77� 2
1B 101 -10L --11'-3" 28
G
9'
2T
12 OR2
to GA
7.875' ASTM
T-1 0-
10,
12'-0"
23�
12,-W
17
,
-;.:, 9
c
10 .4"
10'-4"
30 J
- -
30
G
!��
10'--7"---
-0 —�_
11 1-V
B
T6
19
1 0'-W
10,
29
Z9
G
01
6-2".
l'
1V-4" , 17 -
-� �lr-4- 20
C
3
9'10" 993o H 10�'1j_o,_--,i-P0'6"
_� �9_10_ 1 0,_
B
17, 10' 1" 29
J.,
19 � �9.io,� 10, --
-,,,.:-29
G
12'
101-10" 18
V-10" 20
C
-8' 9`8'
1�� 30 9'-8" H 9' 9._r _!;R 9.r
C
17 9'-8" 9'-8" 29
19 f.51 �9,_6-9'-2"9
G
12'
• GRADE
MAX.COL
SPACING
ON SLAB
(2).(3)
XX
DO
w g
m
ATTACHED
FREESTANDING
ATTACHED FREESTANDING
11�=
<
Ln
O.D4 2*
Typ!
50 GW
0.625'
MAX -POST FTG.
SPACING (IN.)
(SPAN) (1)
JPAIN
POST
TYPE
MA MAX.POST MAX.POST
SPACING FTG- MIN.
ACING ON.) POST SPACING - SPACING
(SPAN) (1) TYPE FOR DBL FOR 3W
?x6.5'4.D32' 9
BEAM
FTG-
(IN)
(1*
MAX.POST MAXPOST
MIN FTG-
POST SPACING SPACING
TYPE FOR DBL FOR 3W (IN.)
Z'x6.5W.032' BEAM (1)
—
MIN.
POST
TYPE
13'-76
5'
16'-4"
16
18
B
!��
14,-r
31'
33
H
-:---
- J
,
--- 14'-B"
!��
15-2"
B
15
-: 18
!141'�-�
14'-1"
16-4-
3 0-
G
5.
--------------
3"x8"x0.042" BEAM
W/ 14 GA. STL: INSERT
N
l'-4"
6'-0.
15'-3°
15,
16
f'
-: 19
B
13'-3"
13'3"
30
30
-
H
--I -Ii
13' r '
�3_4
14' V
-!-,'3
�jp
B
16
-51-8V'
13, r
- �'
2 1 o
14, 1"
_.�- �1_
3 4
29
_t —
31
G
6'
7'
14'2"
2:' �jz3.1 V
17
.19
B
12-4 —
�12.4'
21
-7_3�1
12'-4"
13'-1
-!-� �iz_.,jo-
B12'-0:
16
-: W9
"�
�jz_4"
29
- �30
G
7'
MAX
ASTM A653 GRADE 50 G60
DBL 3"x8"x0.042" BEAM
AL=UMALLOY �30N-H36�
OR EQUAL
3"A8W.042" BEAM
W/ TM - T S I T
12 GA INSERT
SAS A 3 GRADE G60
6 50
NOTE INHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS'-
J
_j
LL
8'-6-
81
1��
13'-0--
17
2o
B
2,1� 29
35_
_r
, 1. 3,
G
H
1A--gl';r�12--Y
114"
� �IZ-1
B
17
—
9
11::�
1 V-2-
12'-3"
_1��
V_r
28
-:13_0
3
G
8"
r-7"
91
12, r�
1 _3. j
2, 20,
C
111-01 29 G
--11'2 11, T,
1 "_O" 30 H 111-01 11'-4"
B
-7-
17 11 29
-L-2-
o 1 D'J"
G
6-10
101
12'-0" ,
�1V-8-
18
21
C
1 0'4"_,
-_1 0'-4-
30
30
G
-:H
!R��
17-6"
1 v-0.
B
P117_
20
20il
r_
1 OY'-7"
0,_
jo,_1
1
1-0"
10,4-
29
29
G
10'
'SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3W BEAM.
FOOTNOTE. "SAMPLE'
6-2"
111
1 V-4"
-��l 1-1
-2-1
'C
'T
101,
30
3!9�
30
H
10""
!�
10'-6"
3
B
17
--� 20
i0l �1"
9.
9'-T'
10'-6"
6�
29
2�9
G
11
nGURE INDICATES
EXPOSURE B
51.
12'
101 G"_-
---10'-8"
1
21
C
9'-6"
30
H
9' -8"
w
9`8"
18
-
9'-8-
—
3Ho
G
12'
nGURE INDICATES,
EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH 09
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED B" EACH SIDE FOR FREESTANDING ONLY.
2- THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
S HOWN IN THIS COLUMN OR THE MAXIMUM POST
SPACING SHOWN FOR THE SELECTED BEAM.
3. THE SLAB SHALL BE A MINIMUM 1(7-0'WIDE'BY 'THE
MAXIMUM COLUMN SPACING MEASURED AT*THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING
UNG FOR
25 & 30 psi. THE DISTANCE FROM COLUMN TO SLAB
EDGE SHALL BE 9114" MINIMUM.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED COVERS
C.
T--12 OR
14 GA.
ASTM
% A653 SS
GRADE 8.0'
SO G50
.04f
TYR
L
�-3. _ 3
MAX
DBL 3"WxO.D42" BEAM
0 W/ DBL 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
DBL 3"xVK0.042" BEAM
RT
ASTM A653 GRADE 50 G60
NOTE WHERE 12 AND C
-,k STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3W BEAM.
J
LL
V_
MAX.COL
SPACING
ON SLAB
_�2).(3)
m
-N
)ES
ATTACHED
FREESTANDING
ATTACHED
FREES7ANDING
2g
MAX_POST FTG.
SPACING ON.)
(SPAN) (1)
MIN.
POST
TYPE
MAXLPOST FTG. MIN. MAX.POST MAX.POST
SPACING (IN.) POST SPACING SPACING
TYPE FOR DBL FOR 3W
(SPAN) (1) ZLxs.514=1 BEAM
FrG
ON.)
MAX -POST MAX.POST FTG
SPACING SPACING
I'M)"SIT ON)*
TYPE FORDBL FOR 3W
2"xG SW.03r BEAM (1)
MIN.
POST
TYPE
13 -7"
5'
16' 9" 17
---
16-101" 19
B
14' 7" , 32 1 14!�'-1 �-15'4-
—
�1-7- _7_34 14'-4" � �1_ 1 o,
B
_
14'-IZ-- 15� 31
-;�1'91--13'-8- W-21, 33
G
H
51
V-4" •
6'
15'-3" 18
13-41 20
B
13'3" 31 1 13--r 14--l'
-�� '13--3+ '34 -:-'J 13--l' -T
13'
B
17 13'- 1T-1 . 31
__:1�9 1 '-0- "
12' 3 32
, G
6"3
7'14'
18
12'-9" 20
B
12'-4" 31 H 122`- 7r" 13'
J�
-1� �Z-4" � 33 J '2
j 1 Z.r
B
7 32_
-;iO 1 V -7-31
G
T-
8,-6.
8,
13' 3" 18
_��,"�r_j 0, 20
B
jj�� 30 H 11'-9° ' 12'-3"
1 V-7" 3 1 1114" �jv_q-
B
is 29
20 10'-10" 1 0,_1 0".13�1 1,_3" 31
G
8
T-7"
—
91 1'
19
11'-3" 21
B
1 V_0" 30 H 1 V 2" 11'7"
-01 32 -:-; -I !-� �io,.q- !-� �jr_2-
B
18 11-2- ll -_411 29
21 1 cy-8" 30
7,k
6-10"
10,
12' 0"
_!�� 19
10,
C
B.
-
10'-4" 30 H 10' _7" 11 1-0"
10-4- 32 [-G, 10'-2 �jv 7"
B
�i�v-r�pol �9" 29
18 _I 0. 3o
9,_q. 9.
21 9'-9"
G
10
61-2-
11,
1 l'-4"
�10'-2- A-22
c
9'_1 0" 3g_ 11 10. 1.
H
_N 10'-6"
32�_:� 91.91,
3
W-10" 2 1
B
9 10,- 29
1 10'-3"
_ "g'_0" �
21 3 3
G
5. -
-8.
12'
1 0'-jX, 20
_- 9,-g. -2
-?
C 191-6"
31 H 91-8" 91 -8.
- 9,_,r
33 J 9 .4"
C
19 91-8" �29
_;: _9_- 9'-4"
22 8'-3 3 1
G
12'
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