HomeMy WebLinkAbout2580 EL CAMINO REAL; ; CBC2020-0215; PermitBuilding Permit Finaled
{cityof
Carlsbad
Commercial Permit
Print Date: 01/28/2021
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Project Title:
2580 EL CAMINO REAL,
BLDG-Commercial
1670307500
$68,000.00
CARLSBAD, CA 92008-1201 _
Work Class: Cogen
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check #:
Description: CHASE BANK: 62.05 KW ROOF MOUNT PV SYSTEM, 170 MODS
FEE
BUILDING INSPECTION FEE
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
Property Owner:
SANTEE ACQUISITION LP
PO BOX 810490
DALLAS, TX 75381
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-COMMERCIAL
Total Fees: $1,315.80 Total Payments To Date: $1,315.80
Permit No: CBC2020-0215
Status: Closed -Finaled
Applied: 06/15/2020
Issued: 07/07/2020
Finaled Close Out:
Inspector:
Final Inspection:
CoApplicant:
TKers
01/28/2021
MORROW MEADOWS CORPORATION
231 BENTON CT
WALNUT, CA 91789-5213
(858) 974-3650
Balance Due:
AMOUNT
$468.00
$485.74
$340.02
$3.00
$19.04
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other simflar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division Page 1 of l
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
---~•---_.. ••·• II *"flllr
(_ Cicyof
Carlsbad
COMMERCIAL
BUILDING PERMIT
APPLICATION
B-2
Pl.in Check C6(;::;J{}c}.C)-Q:9\5
Est. Value $83.,G7e.QO raR t>C"O.--e,
PC Deposit --------,--
(e /Js· bl'J.:l, ~ Date &1r-2020
Job Address 2680 El Camino Real Suite: ____ APN: ---------Ten ant Name:._C_ha_s_a_B_an_k ______________ CT/ProJect#: _______ Lot#: ----Occupancy:_8_2 ____ ConstructlonType.· _____ FlreSprl kl QYES Q NO A n ers: Ir Conditioning: 0 YES O NO
BRIEF DESCRIPTION OF WORK: install a 62.0SKW Solar system.with a Utility disconnect, 76KVA transformer and combiner panel
with 2 Inverters
D Addltlon/New: __________ ,New SF and Use, _________ New SF and Use,
____ Deck SF, Patio Cover SF (not Including flatwork)
D Tenant Improvement: _____ SF, Existing Use ______ Proposed Use _____ _
_____ SF, Existing Use ______ Proposed Use ______ _
D Pool/Spa: ____ SF Additional Gas or Electrical Features? -------------
0 Solar: 62.05 KW, 170 Modules, Roof Mounted, TIit: QY@N, RMA: 0 Y Q N, Panel Upgrade: QY@N
0 Plumblng/Mechanlcal/Electrlcal Only: --------------------------
□ Other: ______________________________ _
APPLICANT (PRIMARY CONTACT)
Name: Sergio Medina
Address: 231 Benton Ct
PROPERTY OWNER
Name: __________________ _
Address: __________________ _
City: City of Industry
Phone: 909-322-8506
state:~Zlp: _91_7_89 __ City: _________ .State: __ Zlp: ___ _
Phone: _________________ _
Email: bmedlna@morrow-meadows.com Email: _________________ _
DESIGN PROFESSIONAL CONTRACTOR BUSINESS
Name:_________________ Name: _M_o_rro_w_M_e_a_dows _____________ _.;, __ _
Address: _________________ Address:_2_31_e_,_nt_on_c_t. _____________ _
City: _______ State:_Zlp: ____ City: Cllyof Industry State:~Zlp: _9_17_89 ___ _
Phone:-----------------Phone: _s_o9_-3_2_2-_asoo _______________ _
Emall: _________________ Email: _b_m_ed_ln_a@.;_m_orrow __ -m_e_ad_ows_._co_m _________ _
Architect State License:___________ State License: 230813 Bus. Ucense: _____ _
(Sec, 7031,5 Business and Professions Code: A.ny City or County which requires a permit to construct, alter, Improve, dem~i'oPre~r .~/ :ff u~ ~r to Its
Juuance, also requires the applicant for such permit to Ille a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's License law
{Chapter 9, commendln1 with Section 7000 of Division 3 of the Bu.slness and Professions Code) or that he/she Is exempt therefrom, and the b;uls for the aneged
exemption. Any Violation of Section 7031,5 by any applicant for a permit subjects the appllcant to a clvfl penalty of not more than flve hundred dollars ($5001).
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Bulldlng@carlsbadca.gov
B-1 Page 1 of2 Rev. 03/20
Scanned with CamScanner
( OPTION A): WORKERS'COMPENSATION DEClAflATION;
I hearby affirm under penalty of perjury~ of the f o/lowlng declarations:
D1 have and WIii maintain a certificate of consent to aelt-tnsure for workers' compensation pralllded by Section 3700 of the Labor Code, for the pe,formance of the
work which this permit Is Issued.
@1 have and wtn maintain worker's compensatton, 11 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: Insurance Company Name:_,, ___ , _______________ _
Polley No. vr~.....,,.,. Expiration Date:_,., ___ , ______ _
0 Certificate of Exemption: I certify that In the perlorman« of the work for which this permit Is Issued, I shall not employ any person In •"t manner so as to be come
subject to the workers' compensation Laws of canfomla, WARNING: Failure to 11cure worlclB campen11tlon cover11e Is unlawful, and lhaD subJed an employer to
criminal penalties and clvR flne1 up to $100,000.00, In addition the to the cost of cornp1n11tlon, dam1111 11 provided for In Section 9706 of the Labor Code,
Interest and ■ttomr(1 f111. f\.
CONTRACTOR SIGNATURE: ~i:..:::=:-lt~Fai=(b~a~a:r.=:==7:-~-~GENT DATE: _w_--.;;..._ __ _
( OPTION 8 ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the fol/owing remon:
D1, as owner of the property or my employees wtth wqes u their sole compensation, wll do the work and the strvcture Is not Intended or offered for sale (Sec.
7044, Business and Prof111lons Code: The contrador's Ucense Law does not apply to an owner of property who builds or Improves thereon, and who does such wol'k
hlm1elf or throuah his own employees, provided that such Improvements ■re not Intended or offered for sale. If, however, the bulldln, or Improvement Is sold within
one year of completion, the owner-but Ider wll have the burden of provtn1 that he did not build or Improve for the purpose of sale).
0 I, as owner of the property, ■m exctustvely contract1n1 with Ncensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's Lkense law does not apply to an owner of property who builds or Improves thereon, and contracts for such pro)ec:ts with contractor(s) llcenlld
pursuant to the Contractor's License Law).
DI ■m exempt under Section _______ eustn111 and Professions Code for this reason:
1. I parson.ny plan to provide the m■Jar labor and materllh fo, construction of the proposed property Improvement. QYES Q NO
2. I (have/ have not) sla,,ed an appRc■tlon for a bulldlnc permit for the proposed work.
3. I h-contracted with the followlnc person (firm) to provide the proposed construction (Include name address/ phone/ contractors' lcense number):
4. I plan to provide portions of the wortr. but I have hired the followln, perlOfl to coordinate, super.1st and provide the maJor worlc (Include name / address / phone /
contradors' license number):
S. I will provide some of the wortr. but I heva conmicted (hired) the followtna persons to pr0Yld1 the work Indicated (Include name/ addr111 /phone/ type of work);
OWNER SIGNATURE: ---------------~□ AGENT DATE: _____ _
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby ■fflnn that there Is a construction lendln111ency for the performance of the work this pennlt Is Issued (Sec. 3097 (I) Civil Code).
Lender's Name: __________________ lender'1Addr111: ________________ _
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
11 the appllc■nt or future buHdln1 occupant required to submit I business plan, acutely hazardous materlals re&lstratlon form or risk manacement ■nd pr■Yefltlon
prasram under Sections 25505, 25533 or 25534 of th• Presley-Taooer Hanrdous substance Account Act? I No
Is the appllcant or future bulldlna occupant required to obtain a permit from the ■Ir polutlon control district or ■Ir quality manacernent dlwlct? No
Is the facfflty to be constructed within 1,000 feet of the outer boundary of a school s1ta? No
IF ANY OF THE ANSWl!:RS AR£ YES, A FINAL CERTIFICATE Of OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS Mn OR IS MEfflNG THE
REQUIREMENTS OF THE OFFICI OF EMEIIGINCY SERVICES AND THI AIR POLLUTION CONTROL DISTRICT,
APPLICANT CERTIFICATION:
I certify that I have read the application ■nd state that the ■bov■ lnformaUon Is correct and that the lnformaUon on the plans Is accurate. I ■-,ee to comply With an
Oty ordinances and state laws relating to bulldlna constr\ldlon.
I hereby authorize representative of the City of Carllbad to enter upon the above mentioned property for Inspection purposes. I AlSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE cnY OF CARLS8ADAGAINST AU.UAIIIUT1ES,JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCIIUEAGAINSTSAIOOTYIN CONSEQUENCE OF
lHE GRANTING OF THIS P£RMIT .OSHA: AA OSHA permit Is required fur eJICIVltlons al« S'O' deep and demolllon 01 constNctlon of stnictures OW( 3 stories In hellht.
EXPIRATION: Every permit Issued by the~ Offldll under the pr1IVlslons of 1Ns C.ode shal opire by llmltallon and become null and void If the buldq orwOllc authorized
by such permit Is not COl'Mlenced ~ 360 days from the date of such permit or If the buik11n1 or w011c IUthorlltd by such pennlt Is suspended 01 abandoned 91 1/trf time •It•
the work ls commenced for• period ol 180 days (AB29U). --.If"-,..,..._ ·
APPLICANrs1GNATURE: ~~V\A.., ~ oArerb,, I w~
1635 Faraday Ave Carlsbad, CA 92008
8-1
Ph: 760-602-2719 Fax: 760-602-8558
Page2of2
Email: Bullding@cadsbadca.gov
Rev. 03/20
Scanned with CamScanner
Building Permit Inspection History Finaled
{city of
Carlsbad
PERMIT INSPECTION HISTORY for ( CBC2020-0215)
Permit Type: BLOG-Commercial Application Date: 06/15/2020 Owner: SANTEE ACQUISITION LP
Work Class: Cogen Issue Date: 07/07/2020 Subdivision: PARCEL MAP NO 04838
Status: Closed -Finaled Expiration Date: 07/27/2021 Address: 2580 EL CAMINO REAL
IVR Number: 26907 CARLSBAD, CA 92008-1201
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
09/08/2020 09/08/2020 BLDG-35 Solar Panel 137580-2020 Partial Pass Tim Kersch Relnspectlon Incomplete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Pre con complete. Large commercial job. Yes
New switch gear etc.
BLOG-Final Inspection 137581-2020 Falled Tim Kersch Relnspectlon Incomplete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency No
BLOG-Plumbing Final Not ready for final. No
BLDG-Mechanical Final No
BLDG-Structural Final No
BLDG-Electrical Final No
10/07/2020 10107/2020 BLDG-34 Rough 140366-2020 Partial Pass Tim Kersch Relnspection Incomplete
Electrical
Checklist Item COMMENTS Passed
BLOG-Building Deficiency Yes
01127/2021 01/27/2021 BLOG-33 Service 149110-2021 Passed Paul Burnette Complete
ChangelUpgrade
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
01/28/2021 BLDG-35 Solar Panel 149384-2021 Passed Tim Kersch Complete
Checklist Item COMMENTS Passed
BLOG-Building Deficiency Pre con complete. Large commercial job. Yes
New switch gear etc.
BLDG-Flnal Inspection 149385-2021 Passed Tim Kersch Complete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-Plumbing Final Not ready for final. No
BLDG-Mechanical Final No
BLOG-Structural Final No
BLDG-Electrical Final Yes
Thursday, January 28, 2021 Page 1 of 1
DATE: 6-26-20
JURISDICTION: Carlsbad
PLAN CHECK#.: CBC2020-0215
✓• EsG1I
1\ SAHbu1lt Cornp:iry
SET: I
PROJECT ADDRESS: 2580 El Camino Real
PROJECT NAME: Chase Bank Commercial PV System, 62.0SkW
J:g] The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at EsGil until
corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
J:g] EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted· Telephone#:
Date contacted:{}26/ 2{)(.b€/i 1 ) Email:
Mail Telephone Fax In Person
0 REMARKS:
By: Scott Humphrey
EsGil
6-18-20
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
[DO NOT PAY-THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Scott Humphrey
PLAN CHECK#.: CBC2020-0215
DATE: 6-26-20
BUILDING ADDRESS: 2580 El Camino Real
BUILDING OCCUPANCY:
BUILDING AREA Valuation
PORTION ( Sq. Ft.) Multiplier
TOTAL VALUE
Jurisdiction Code #NIA
l 1997 UBC Building Permit Fee !_~_j
I 1997 UBC Plan Check Fee L-r. i
Type of Review: r Complete Review
Reg. VALUE
Mod.
r Structural Only
l Repetitive Fee n-..;1 Repeats
"' "'
~ Other
r Hourly
EsGil Fee
"'
BHrs.@•
Comments: In addition to the above fee, an additional fee of $
$ /hr.) for the CalGreen review.
($)
J ,
$13s.oo)
is due ( hour@
Sheet of
. , . .,
~ BLACK&VEATCH ~ .. Building a world of difference!
April 16, 2020
Site ID: 142490
Site Address: 2580 El Camino Real, Carlsbad, CA, 92008
To Whom It May Concern:
BLACK & VEATCH CORPORATION
175 REGENCY WOODS PLACE, SUITE 300
CARY, NC 27518
+1919-462-7401 I boldsne@BV.com
The purpose of this letter is to certify that a structural analysis was performed for the existing
roof members that are to support the solar PY panels, racking, and ballast weight, if applicable,
as shown in the attached calculation document. The calculations were performed in accordance
with the edition of the California Building Code, International Building Code and International
Existing Building Code that are currently in effect in the jurisdiction where the noted site is
located. The design criteria upon which the calculations are based on can be found within the
attached calculation document.
Based on the results and findings of this structural analysis, it can be certified that the individual
existing roof members that-support the PY panels, and the individual roof members as described
in the attached report, are adequate to support the design loads as required by the applicable
building code and design standards.
Should you have any questions or comments, please feel free to contact Black & Veatch.
Sincerely,
BLACK & VEATCH CORPORATION
Nat Bolds, P.E, S.E. •
*Llcensed PE in CA, DC, FL, GA, IA, KY, NC, RI
*Licensed SE in CA, IL
Black & Veatch
Building a World of Difference.·
cc: JP Morgan
CBC2020-0215
2580 EL CAMINO REAL
CHASE BANK: 62 05 KW ROOF MOUNT PV SYSTEM, 170
MODS
1670307500
6/15/2020
CBC2020-0215
~ -0
ID_BLACK&VEATCHI CALCULATION RECORD
Confidential and Proprietary Business Information of Black & Veatch
Client Name JP Morgan Chase Page 1 of __ _
Project Name JPMC Roof Top Solar Program Project No. 400128
Calculation Title Structural Evaluation of Existing Roof for Proposed Solar PY Array
Calculation No./File No. 03.00. 142490 -------------------------------
Verification Method: [81 Check and Review D Alternate Calculations
Objective: To perform existin roof structural analysis for site ID listed in the file number.
Unverified Assumptions Requiring Subsequent Verification
No. Assumption Verified B~ Date
Refer to Page __ of this calculation for additional assumptions.
This Section Used for Software-Generated Calculations
Program Name/Version Microsoft Excel ------------------------------
1 fa nonstandard B& V application is used, the approved deviation permit number shall be listed below and
the approved deviation permit attached to the calculation as a reference.
Review and Approval
Rev Prepared By* Date Verified By" Date ApprovedB~ Date
0 Mark E Devich 16 Sept 2019 Erisa Panajoti 9/19/2019 Nathaniel E. Bolds, Jr. 04/16/2020
*Signature required.
Company policy requires that copyright permissions for use of published materials be verified u
resource at www.copyright.com, and private materials like vendor publications be verified by c
obtaining written permission, or verifying permission through previous contractual agreement.
P-GN-lOOK (Referenced by MD-PROCESS-4) Effective 28/0CT/16
,_ofESSIQ ~ ~ llLISe,~< ~ ~~ ~t,
-
--
ine
nd
Cllent: JP MO'llln &Chase
Pnaject Name: Rooftop Solor Program Tranthe No: 3
Project ND: <I0012B FIie No.: 03.00.142490 m. TIiie: Strueturol Evaluation of £Jdotin1 Roof for Pmposed SOlor PV Array
BLACK & VEATCH
TABLE OF CONTENTS
1.0 PURPOSE OF CALCULATION
2.0 SUMMARY OF CONCLUSIONS
3.0 REFERENCES
4.0 ROOF 1 LOAD ANALYSIS (142490)
LIST OF APPENDICES
APPENDIX A: ASCE7 HAZARDS REPORT
APPENDIX B; AURORA SHADE REPORT (SOLAR PANEL LAYoun
APPENDIX C: REFERENCE DRAWINGS
APPENDIX D: SITE INSPECTION DATA
APPENDIX E: UNIRAC LI-BUILDER REPORT
APPENDIX F: PITCHED ROOF CONNECTION DESIGN
APPENDIX G: DETAILED MEMBER CHECK
APPENDIX H: REFERENCE CATALOG I BROCHURE
Computed Bv: Mll'lr. E Devich
DIie: 9/16/2019
verlRedBy:
Dlbt:
Calcul■tlan Page No: 2
loac! Comparison IBC 2018 ve,.lon: 1.2
of
3
3
4
4
14
18
23
25
26
27
28
29
37
~.
Cllent: JP Morgan & Ch .. • COmlllMII By: Mark E Oevioh
Project Name: Rooftop SOiar Proeram Tranche No: 3 ~= 9/16/2019
Project No: 400128 FIie No.: 03.00.142490 Vertfled ay:
Tide: Structural Evaluation of Exis.ting Roof for Proposed Solar PV Arr.y oaa,,
aLACK & VEATCH c.■lculatlon l'■ge No, 3 of
Load Comparison IBC 2018 Version: L.l
1.0. PURPOSE OF CALCULATION
The purpose of this calculation is to evaluate the existing building structure for addition of rooftop PV solar array.
2.0. SUMMARY OF CONCLUSIONS
Per IEBC 2018 "Section 502.4 -Existing structural elements carrying gravity load" and "Section 502.5 -Existing structural elements c;,rrying lateral load", the
gravity and lateral structural systems are permitted to remain unaltered. Addition of Rooftop PV Solar Array is acceptable.
This calculation assumes the Everest CrossRall Shared will run from Ridge to eave
3.0. REFERENCES
1. local Building Code: California Building Code 2019
2. International Building Code: International Building Code 2018
3. International Existing Building Code 2018
4. International Fire Code 2018
S. Everest CrossRail Shared Rail [48-X,48-XL,80] CA Engineering Letter
6. ASCE7-16, Minimum Design Loads for Buildings and Other Structures
7. Report SEAOC PV2-2017, Wind Design for Solar Arrays
8. Report SEAOC PVl-2012, Structural Seismic Requirements and Commentary for Rooftop Solar Photovoltaic Arrays
9. 2016 SEAOC Convention Proceedings Page 922 to 929, Wind loads on Rooftop Photovoltaic Panel Systems Installed Parallel to Roof Planes
10. Michael O'Rourke et.al, Snow Loads on Solar-Paneled Roofs
11. NOS 2018, National Design Specification for Wood Construction
12. Supplement NOS 2018, Nationi!I Design Specification Design Values for Wood Construction
13. Design of Wood Structures, 6th Edition
14. AISC Steel Construction manual, 14th Edition, 2011
15. 75 Year Steel Joist Manual by Steel Joist Institute
16. B&V Calculation 284980.0l.01.862084.03 Standard Pitched Roaf Racking Plus Module Dead Load Rev. O
17. (Not Used)
18. 5-5-U & S-5-U Mini SSI Clamp Load Test Results
19. Versabracket SSl load Test Results
20. Portland Bolt Website -ASTM F593, https:/ /www.portlandbolt.com/technial/speclfications/astm-f593/
21. National Design Specification for Wood Construction, 2018 Edition
22. Supplement NOS -Design Values for Wood Construction, 2018 Edition
23. Quick Mount PV Tile Rep I a cement Mount State Compliance Letters
24. Quick Mount PV TRM System for use with Everest CrossRail 48 PV Panel Mounting System
25. Quick Mount PV Tile Replacement Mount Installation Instructions
26. Quick Mount PV QBase Mount System State Compliance Letters
27. Quick Mount PV QBase Mount System for use with Everest CrossRail 48 PV Panel Mounting System
28. Quick Mount PV QBase Universal Tile Mounting Installation Instructions
29. Quick Mount PV QHook Mount System State Compliance Letters
30. Quick Mount PV QHook Mount System for use with Everest CrossRail 48 PV Panel Mounting System
31. Quick Mount PV QHook Mounting Installation Instructions
32. Laboratory Load Test of the QMHL.S with 6061 Elase Plate
33. Laboratory Load Test of the QMHSS with 6061 Base Plate
34. Laboratory Load Test of the QMHLB with 6061 Base Plate
35. laboratory Load Test of the QMHSB with 6061 Base Plate
36. U-Anchor Testing & Engineering Reports (U-Anchor 2400 & 2600)
37
la.
BLACC Ii VEATOI
Clent: JP Mor1,111n & Chase r-11tad Iv: Mork E DolOcll
ProJoct No_, Aaoftop Sol•r ,, .. ,am Traocbtl No: l DIile: 9/16/2D19
Proloct NO: <I00128 FIie Na.: D3.DD.142490 Vo-Iv:
Tit .. : Structurill Ew••~•tlon of Exiltin1 Roaf far Proposed Solar PV Arrt,y Dolle:
c.1 ... -· , ... 1110: 4
. l.0.-d comparison IBC l018 'Version: 1.2
ROOF 1 LOAD ANALYSIS (142490)
MAIN BUILDING
of 37
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I. Elftlffllll '-t.lre~GQl,£tlldmadl:lllll)DI' k~l'lieo.tflcilanq,CtilDP9111bldt)
Wind PnDUNI on llaaf
• .,,, ....
• ""' Zffl
wlffiDlffOVllfflt'llll••GCpari;c_): pt (falltabl1
wllba1i1em■n, lwH GCp_ohl: ,-_oht (tfftablfl
6CP1'-OCpl• ..... ..... .... .. ... ., ... ., ...
0.00 •1.50 O.GO ·1.50 -2.DO -;LOO
••· ..... -,..., .... ,_ .... ,...,
22K -11,0 •l2.5 -22.S
• ,,,.,
22K
0-111&.11....
• ..... ., .. '
,_ ........ .....
••· ,...,
•92.1
... ,...,
p_ot.1-,...,
a---.. ,_,,
·--j..., .....
... ,_,,
•--, ..... .....
... , ...
·---, ..... .....
... ,_,
.. ..
_,
l.oac:10:MTINirlsanl&c.2018~ 1.2
jlN'f.t1raw1np.SbSllrfftDfv.U'C11'111.Ayautl
T...,_1.5-1
Fl,11"-2l!i.:S-IA,I.C•D
T■kllt26,6-1
5":1(1112'.7
SIICIICIII 26..1, t■Dlt :llii •• 1
s.d:IOn26.11
.s,.cijan:21.12
~ •• !CJ.'1-1,7,.!II N0t12(tar 11PM bulldlfWll
.S.dlan Zli,LL 1 .... 111>21.U-1
T■IN26.l0-l
T■bla:Hi,10-l
(..,t. Dnwlnp.. Sit■ 5wi'Wy Deel, Auron Layautt
(N'f. DtlwlPID, .51t■ Si.11W¥ Dahl, All,on L,yaut.
(fflilllllolr.d ■lq.Wil'ldclllractlon fofD,-,, bwllcHnp. llt.r. Fll; IIJ.1■1, !ID.7-Z.JD.)■9)
$11c:tlan 26.t
T.W.li_..l:Ke••~"lsfwhlNZJ• .... r.1rid1_,..1an...,_,... • .,■11nft)
T•bla 26.10.1 ■nd 'r•bl• :Mi.11-1: Kl s 2.01 ,a1111"" jbp a: ! • ,Ofl min,, :i • 15" min otMIWll1)
Equn•Dl'I ::Zi.10-l.: ,q. •O.oaz51ibl(m(dK■v2
For h<:'"50, ■; lO!lli of INlt lwrllontaf dilMMlori or 0.Ah, whlCM¥1f Is small«, bidn811•1hln•lllwP8ofl■■-hartlantlildl,.....ianor!llt.
FcwhJfiD,, ■: :mMofilat:tlonzolllllldim■n.lDn llut ..ot ... tMII 1ft.
Ffpi" 30.~1.,2Ato:ZH, :1.,4.,~ 51.5. 7(Mda..d) or llll;11ra-JD.7-:U.,(fllll"I)
Equftlon !D..1-l. .m.5-1: IP• qhl_GCp • GCpll (tor tndOMd lfld pal'll■Nyel'ICKIHdl
Equ-ltian !D.'1-1: p • lllh(GQ)i-GCptj [for 1:N'9rhllr.-]
•liCpfiairroof<MJl'NIIWI l111dUCM l'flllwnl(Oftll:rlPUl:lo .. tram l:IGl:h u...,.Mdt-~
E,quaticr!.!10.7-1=p•i1MGC..I tforapmD\llclJswr.l
:Sit«ferl.!la.l.~p~16inf(-ICtlnl;inMthlirdlraclian,.._Wt'-..,,,._J
«.S'· GCpl'•
D,00 -1.IJO .,... D.00
of
Q.00 rL50 -a•
-7-·-
........ ,...,
·•-, ....
.. , ....
._.. .. ,...,
... ,_
. .. , ....
-:ZZ,5,
........ ,..., ... , ..
... , ....
-17.1
---.. ... , .... ·-
... . ·-
... -
••" ·~ lf.D
... ,~
1u, 11.0 1'.0
E. Cllilftt: JIP Mo,..--I 0laN
Na-: Raa.ft,i:x,Sd■r Ti..._•NO: S
NII: 4CI01Ja Alli N9.: D5.0Cl,JG.a,
lkM1rlEOMllctll
DIM: mt ----_,
Cab..... •= of laa!!I (iliimaariMrl IIK lDll v.nla111: 1.2
LL IDBI ...,.. -, IPl,r Ao111
Thb 'IMftd ll)ld~atlDn liJ far IDW praflla ~. wtl:111 dlmanr.lans Illich that ■ltllan\SC[7-l& Section J!il.4.3, or ASCE7-1& s.ctlon Z!l.4.4 ... appliaW..
R,af..-.nCld~ians. ""IIUltlGnL mdlg.,.11 fnthtiMd:Jo,,1r.folilflli Ill AKE 1·16.
15 ,.
17 .. ,.
"' "
22
"" ..
25 .. ,, ,.
,. .. • ., 1 .. .. • '
OIMraltllluRdl"II l.aftlth
C)ula.raltmlltdlni1wklth
BMllcllrlt wldlh MN'ffllll lo wind dll'KtlOIII
Eft'dH wind ■ru af ■l■-m-:
Campa,Nl'ftl and a.dlff1111 ZDM dlm11r11lan:
8Mjc Wll'ld Si-cf lASCE'M6):
Vtloe1t¥'1>'11Q1,1.-.,t.hi1illhtll:
NII-Iii of 1ol1r Pll'III r.lat:Mtil-P rwf:
P■l'IIII Chord l.tlflllh:
P■rapMf•l:IOr.
O'ionlfecto,::
Praaura aqU1litlil:ian flllCtor.
Edi• f1ctor ro,-i,ipllft lofidl lE!lllQad P"■...-)
Edi• facw-kir 111allft loldl !Nol'II E!!POHd P1111"J
Edi11fK1C111"fariawnwan:l _.~•II paM"I
Nam111ljad wind ■l'N:
Ht11ht aTpp ~ p,1nal ■PIii f0afat l_,.qa:
l-li,111,1 Of.JIii'~ p,lflll,ricl rool'.i:hllharffl■:
NOfflllllwl b1,111dll\f 1.,_11:
Uplllt.WlridP-l'llll;Ul'a'
E1JDH ~Ml• (LM QCm_bp,,J:
Non Ex!KIIN paNII (I.IN GCm_N.acp,J:
~rdWlndPrw,~
.lllpari•ll(i,nGCm+):.
NDm.l'IIII N..i: P-.ir11 CD11fflcilol'lt:
NMPraNI.INColffid■m::
• .. (GCm)nom1
llt~ ltrl ,,,. .... ~ 0.10
13 "'·' .... ,. .... D.11 .. .... ....
" .... .. ,.
10 ,. .. .... • '5.1 ....
• Ge.pl'• GC',pl• ... , ,,., 0.1111 .....
" oJIO •2.00 .. 0.00 -:uo ,. 0.1111 -2.00
" 0.1111 ~2.DO
"' 0-1111 -UD • 0.1111 -Z.00
A
111•1 C.1-c.,. ....
" ,. ,.
16 ,. •
(Gc:m)ooml
a.u
1.10 .... , ... , ...
1.17
1.lO
GCp2•
0.00
0.00
0.1111 ....
0.00 ....
0.00
CINrWIMIIAcw
c:..s,
w.., .. /t w, .. /t ,. -/t
"' -,.. .. ... /t V: .. .... .. .... .,,
•=Eik:3NII lp: ... Jt
"EE "' .... T.:: ....
'h-..,; u
Jt.. .. i...= l
y,., l ... -· ... , .. ,. .. .. ,. .. , .....
,+: 1 .......... (Cienl--= 5Htabl■
E1CrRJ: jtNail■)
(GCmlnom! Geml. ....
0~1 -0.11
1.25 ...... , ... ......
1.21 .... ,
1.19 .... , , ... .....
1.37 ..... -Geo> ..
..,..., •1.1111
•2.1111 .....
·2.1111 -2.19
·2.00 -2..75
•2.1111 •2..71
·2.00 .!IJJO ..... .....
t.1• •-~
,..
/t
/t
/t
&Cml.. ....
-cm .....
-1-:l.li
-1.111
·1.19
-1.'21
·1-29
GCp2>
-LOO .,... .,.,.
-2.75
-2.71 ..... .....
c. ..
i■e.29.4..t;I .i.lMaSolllt,_.11,_ ........ f#AINa......,wlllli'-:...,...,...._ • .._...,. .........
A ... ........ ........ .. _.... .... N ... .... ..... ,,.,, ... , ,_ ..... ,_,, ..... ,_ .... ...... .. .,_, .. ..., .. OA .. ..., ,_,. ,._,
Ll7 25.1
hl..21.4.4: ~ ......................... ..., .... llft.----.... ·-·---···-··
A pl'J.-,,._,,,. ........ .., __ ......... .., __
/trl , .... ~ ..... ·-,_ ,_ , .. , 0.0 -5.7 0.0 -5,7 -U.5 ·lU .. O.D ... ~ D.O -0.2 •61..J .., .. .. O.D .... , D.O ..... -59,.!, ..... ,. •-• ..&U D.O .• u.a -5-1A -5-1,4 ,. 0.0 ◄1.:l D.O -41.1 .55.7 -55.7 ,. 0.0 ..... , "" ...... -117 .... , • ..• ..... ... ..... -au· ... ,
I i • pl"_ .... . ,._ ..... ......... ... _,,_ .......... ~-Nbp-
llt'l ,_ ..... ..... . .... ...., ,_ .... O.D -s.s· 0.0 .... .7.e -1., .. O.D •lU 0.0 . ,... ..... ..... ,. D.D -18.] DJl ..... -n.s -39.5
"' 0.0 • ;73 "" -27.9 ..... -!8,S; ,. O.D -ZU 0.0 •27.4 •5'.1 -s1.1 ,. 0,D ..... 0,0 ..... ..... -•u ' 0.0 •Xl,5 ... -30.5 ..... .....
'
(Nf. DrlWinp..S.. ~NW D■ta,A1i1rara 1,■1/Dut)
(Nf.DnlWii,p..S..,5,u~Dlta,AwraQ,i.-,aut)
(Ftlf-Dniwl,,p.$h &II~ ~ll,1,1ran, ~)
(,.,__ DrlwlPIP,SbSIIMY Dllati\wnn l.■ylKa)
FJp,nl!JO.J-1. ZAto2H. 1.&,'6. '8, Iii, 1 landmad) arfw,lr■ JD.T-J.Ui(ap■n)
Flpra21i.5--1A,.B.CAD
Equldlan K..J0-1: q. •C..om5&~
S■cliA.J ■r11lellml---ot:
$11C29-.Ulllincthlll!'llt··· Oil
SH2t.Uu•mln(l..2.0,t,.h.Jhl
s■c 29.U T<•mm(D.61C.DR,.O~
flt-29,"'"8= 0.lfor M•!D;: DA forA>-i.aD. .1.2-DA•LOGIA., adt■IWN.
INf.,_. ...... ~DM:•I lr■f-... mbl■ R■ddftl D■I■)
S■c.ll.4..il: 'ff"'l.Sfaruplftmdlo11pan■1sthi■t-■....-t■IIGwllhhL5Lpl111111,......d•••
'h•:I..D ........ 11■forUPll!tlmdl.
Yr"'l.Ob11iclownwn1Mdi,.
'II 29.4-7:An • [10CQ/muU,.b.15flA
S■c29..Uh■q;htllmlt-•• DIC (..t.A,p11.-1■-11■a:l1'11D■I■)
S■c21,.Uh■q;htllmlt-•• DIC (r■f.A,pilmll■-ll■a:I.D■t■J
ff&, a.A-7: lbwffllPllmum of111•(hW~f5 ar h.Of"Ws,
(qn.29.4-5:ps~ (fol',....-Ol'l'llftrovb°""'&c-7M9)
fqft.2t_.4.7:p•4'JGQl,lf1)'• (forpanllllp■ralial'IIDroirf■MrfllCil)
IEqn. 2!1..1-.5: P• q..&em (for p■n■hG11 IM f'Dabwlth O.C-U..I
Eqn. :19.-1-7; p • CliJGCpl't-11', (fDI' pan■lt p■nillal 1111 raaf 11■rfllm1
fll:Zl.4-7
.... ,._..., locm;,(1Jrr,IIY,JjGCmJn,n
GCmS..•• GOn1...,Nbp• •cm>..-GCm!JIIE.-GDnl+ &Cm» GCm3"
-0.ll -0.0, ..... -a.oa 0.111 oa, ....
-1.35 ...... .... ,. ..... """ 0,71 ....
·US ...... -0.71 ...... .... 0.1' ... -uo ..... -cm .... , .... 0,,. .. .. .,.,. -0.51 -0.75 .... , o.51 0.75 .. .. . .... ..... ..... ..... ..... 0,80 ....
-1.a ..... ..... ...... Qti o.• ....
GC412'-·--Geo><-OC,,O-· GCp1"• G<o1• GCpl,t-,2"• Gelli9+,i!r•
0.1111 0.1111 ·LOO -uo 0.00 0,11) .... 0.30 ....
0.1111 0.1111 _,_.. ..... 0.00 B.00 .... 0.51 051
0.1111 0.1111 _,.,. ..... 0.00 .... .. .. 0.50 ....
0.1111 0.1111 •2.7S ..... OJII 0.1111 ... ... ...
0.1111 0.1111 -2.71 •!US 0.00 0.00 .... .... OAI .... 0.1111 . .... ..... .... .. .. .... .... 0.51
0.1111 0.1111 . .... ·UC-OJII .. .. .... o ... o ...
Cb■truct.ed Wind Fl_.
C.l• C.2· C.>-t.l• t. .. •-k
~nan, -,,_N ... ... ... ... , .... ,_ ,_ ....,
,r_lhP-....... ... _.... .., __ ..,_.... pl'+ ... ---~.,z"• ....... , .... ,_ ..... -·-·-·-·-~
0.0 0.0 ·11.S ..... ... 0.0 ,.. ,., ,.,
0.0 O.D -,1..s .,. .. 0.0 ... , .. ,., ,.,
D.O 0.0 ..... ·10.8 ... 0.0 7~ ,., 7.J
0.0 ... -51.4 ..... 0.0 ... ... ... ...
0.0 0.0 -55.7 ..... ... O.D u .. , .. ,
0.0 0.0 •lill.7 ..... ... . .. ... .. , ..,
0.0 ... -81.7 ,., .. ... 0.0 ... .. . ...
pZ'_'N~ .......... . .. __ ,.. __ ..,_..... , .... -..... ..... ....,
0.0 ... •7',6 -1!1.7 0,0
0.0 ... ..... ... .. 0,D ... 0.0 ..... ..,., O.D ... ... _, ... -"5.7 D,0 ... 0.0 -!17.1 ..... 0,D
"" O.D ... .. _,,,, 0.0
0.0 0.0 .. , .. ..... 0.0
,._,..: 40012!
Thh: structural iw,h..nlori of Ellntlrlll Rc,,,lforPt
fiil, MD.: D?I.Cll.142.ttO
N$olarPVAr~
"'·.lniB...Lm. Thi'J t.now 101d c..l~m;IQ,n II. Ir. .1-ccerdar1011 wfth A5Cl" ?-l,.
R ... ~ ~om. IIQUlltlons, aM l:lblM In 11,is HCti011 -~ f(MJ(I In. A5CE 7-16
GraunC snow I~.
E.Jlpmi.r■-~■Clor,
ThfflMI Faaor,
Risk. ~"IO'l' of 8-ulldln,:
Snow lmportarim F■t'k>r,
E~,-tj,;ari PtfkiNMLII B■twNn Hl1h ll.00f ■NI low roaf,
~,ct~ofhi1Mrnxifp■r.1••lto dl'ifl,
L■--h Dflowurool" ~~li.ltQ 1,irff\.
Roof UY■ 'io rtda• hal'immal liln■n01,
BISWlmmlMI
Fl-1t1nowlo.lcl
MlnlrN.lm :lt'IOW 101d for l<,,w,,t;l-eo,t,,
O.lllt1flaroof1nowLo«l-
kDOIW~■T','P11
Roal Slo~ Ftdor
Slopali roofu-kiHI,
Snowdan■ft'p,
Hili1lff or bal1nc.d ll'IOW load,
QrlftSMw LMII b:Pm H4rfw W
Melct'i't fron; 1(1(1 of ~•l'ICN snow to uppar ruof,
R..tlo ar h.: 'io h.,
Dfttl: ...... 11111 ... ..,,.... --wldil,otuowdrth,
MUll'lliJm h1111n■lty of drift 11.1rclo..rJ• ioea,
~~Drlt
lw4sl,1,;.,fdrtft.
wiatt.(.f,1WJ111trdrtfl,
M1:idtr111!'t'I lt(..--11\1 of Drift surch.■"1!11 lo■d,
Pdbi sn-lffll hw, .,..._
Hlli11-!1 ft(irn tQ(l of bfilanctldsnowto parapa1:10p,
lllnloof~b:!t-..,.
Drffl ........... .,.~. --~dth of 1now dnft,
Ywlln_..,, .. ...
u..---i .... MNllll'lbelmllldwMI.
Unb■lanced lo■d c:in 1-.rd -Mk
Unb■lal't0■d l01d en 1-•rd :Mick.
Unb■l■nceC ■urffill"l• IDHI o'1 1-.nird lidl-,
Unb■lanoaD ■urd'.lrp IDHI widll,,
UnNl■r.c:adlaad Dnwlndw•rd 1IDI-,
ilklne:..,. ..... t:PmlMtPwlt'
··~-" \; . /t ~· . /t W: D /t
"'§·.,, ... . .,,
Pi, 0. p,/
l\,:~/r .. "'~
"'800/t w: 0. /t
Poi= 0.00,,,.,
"'B" w: 0. /f
H D. ps/
he:~." h.,/h,.~
1,,•,,: 0.!:11: psf
p,,: a.oo f:4/
","T-1• o.oo..r
11,11r-•1•0;f---'o"'.oo"l1t o.r,.. o.oo ,_,
"-<11b,1Hdlnllaad:■_...11MN-W.....iHW,l,OW.,.,J.
Hlli1l,t ol IMIMI M hl,tlarlldil•
Qdt, inPW:INM bet Wft Jlllntf
hpc;1-.21111t,ollrflll ..... ~IIOIN-■WiarMl.s.■IW .• ,CU,U,L
LL)!llo..Lll!I
Thil. r■~n lo■d c■lall•tlM II In 1ccord■n1;111 wlt'h ASCE T-15 .
c,,.ptr, of W.■t•r uptc-jnlirt of~ot,d;a,Pl/dr1lnlfll,
ci.ptr, cr1 W.■t•, 1bavll lnln of MCOndlr,, IClrain■1•,
R■ln Load. .... a·" .. , 0. ,..
II: 0.00 pl/
Fli',Jra 1.2-l(Tib!. 7.2·1 forAl#-U ux:atlGnl-J
T1N7.i-1
T.ttlt 7,3-2
r.na-1.S.1
T•bll 1.5-l
!"'-'-()nwln11,Sh.SU~ ~. Awoni L.■,,,ct.10
i...r. Dr■Wi~p. $11:111.S...r,;.,y Data,~ ~yt'Wt,
1r■-1. Dnlwtr,p, 511:•Sl.l;w,; ~. Aurora Lr!'Ollll
!r■t O!'awi!'III, ~• Sl.lrwyDat1, Auron U,-v.11}
Eqn. 7.S-1: pP •o.7•c.•a:11s•~
'°"
.$111,c. 7.!..A: p,.,i. t,~.,., tfp1<-.IO; p,,,••2«11l IIP?20-(p., neeid nae ba .-«:I in drffl.,1-~dlr,s. unD■lallCild-j)l'partlal loltdl]
54-(.,. 7.l •t Pr• muj~p..,)
IA1).4-L
Fl17.4-1
Eqn. 7.4-1: p.• Cl*.pf
*-1_1· v• O_l.J•Pl+l-4< 501?Cf
S.c. 7,7.1: hi.■ (a,•~lfy
fl.I, 7-1
Sole. 7.7.l; hJh., "'1US1 ti.lrfft.,th■n-0.2 In ori:1.-fordrtft lo■dlto b. •,c..11..d
SIie. 7.7.L FIIJ. 7.~l: h,i ■ io.e ~ IJ~I~" IP, 410)~ -l.5j•l,.IIZM net 1r■at:11rthain 0.6"1,
s.<, ?.?.l: ,-. ■ (4 ~ h,iJ,tftys:!l.,or,w•\t• l·,1/J,/h01fh•>l\:•1hlll not u0MdSh,,
5-e. 7.7.l,p.•ti_•y
Sec, 7.7.l. Fil, 7.'"l: h.,•0.7S--I OM 4-jl.J'1' • \p•• 1o>IJ,ll -l.~]•1,j/ll
S.C. 7.7.1: w•(4-• h.tl,ffh.l'!l,.,~r. w ■j4 • ~')Jh.lfh~->h~wPNIII net uc■+dll\
-SK. 7.7.1~ "' • h,, .. "'
Fl1. 7.7T2
S.C. 7.7.1: ri./h. muct all-:>O.2,•rid rQOf1!dill ltrctfl::>-151'1:fc:ird-rfftloadl.tc-baappillld
S.~ ,.7.i, ~C-7-9:h,.c•D.75 • !O . .U • (IL)1111 • iP4+10)""'• t..1t)•1.l/l
Sec. 7.7.1: w 1; 146 h.t, If f\iSh., or, w ■ (4 • h/J/1,, tfh,, > ri,; wt.MIi not •ONII Bf\
s■I,(;_ 7.1.1: p,,,. 1111 •y
$,tic 1,6-1, Fil-7.&-2
t:an. 7.4--1, f.1111 ,.1-1: .-• c■•pf
S.c, H-1. F=.:. 7,&-1; [WMra: h,. •lO..U • (IJ.lfi." Ip.♦ 101.,,.· 1.5]•1,ll'lJ
(I,. II NW to nd1111 a1n■nai tor wldward oortlori 01 roc:if; .S. Is roof JK!iplll run for■ riM of 0Mj
~I.I. 7-5: P--•OlfWQ()ft:: o.,.,-o.a.•ic.•Pi) JfW>a201t:
S.C.7.10
(,.f, Or■wlnp, Sit• :!iurwv tii■t.■• ,'..ul'l)l'II Layo,ut}
'l'.lbWt C8·1 (Q•O.0104:•A•t wlwni A• roof ■re.a ~rvlCIICI by ■11111111 dra1~■-.. 1-,.;;t•m,l-duP ialTlf1I I jM~llr\r)
Cqn, 1.3-1~ ~,. 5.2•!d.+dJ
.,
E. ..
111.AC11aY1A1CH
u.-.-
ca.t:JJ"Mo,._.nS.C,....
Nlffl,,I: RQMloci, ~■r Proar1m
No: CIDJ.2B
lltlll: Structu,..I Evih,~1:j(ln ofexlstlM Rooffor P
fl,~ M~mlc load Clku~on b: in Keiordlr,c., wftti .\5CE 7rl&.
T1,flMMNe: 5
FIia N•.: Qa.00.l-4:JOO
Par ASCE1-ll-~lo~ 19.l!i.12, ~QP m1rp1Mir. ■nd tMlr.fttlchmMtS.a11r. O.lfMO !orfort9 aterml~ in~ioti U.S.
lltllf~MC1-h;1,•tt,, aquatiorm,-lndtl~-In thltHC'ilOff illNiflNnd 1-llASCI 1-16.
~nant Import.Inc. F■ctor
Co~Mnt 1"111~• modffication flid:,;w,
C.:,1'f1$10nent 1mpllflcatl011'1 flctar,
MUll'lillftl ;r/hvah.1•,
Hon1om11 S.-11:mlc l.D.ld,
w.i1hl:ot PV11m1y,
W,tj1M:cfl'DQ1,
W:iill + othtr W411-M 1rtbl.rtary ta N-S SFRS,
W,111-+ Othoar W.lfht 1rtti...lary ta E·W .$FA:$,
bi.I: Efkd:MI S.klmli:: W•W~t (N/S Dir).
Ex!Jt E"f'kd:MI Slilmlc Wt,i,,tt (E!W t,jr),
~€tl'tQ:lwi §.lwnlcWq'.M jN/S mri,
,.._ ~ff'ICI~ Sfflmic Wq'.ht fEfW Dir),
l'p a 1)..4.~St,s.~ 11 -t l 2/h)/ l~p/lpl
a 0."'-111.00xO.BO i1 -i-2 ll l.00)/(1.50/ 1.00):
F~• 0.f.4Wp,1
f,il• U.Sgl"Wpv • u•-o.ao11:1.0011w""
F~ • L21 WpY
fp • O.!DSa; lpWp,1
•D.,c;ll11C0.80xl.0011Wp-,a
Fp • 0.2' Wpw ·~-~
soc-t:===:m
,.-~ Rp-• 1. ., .
>I••
••~ft
Fp• Q.li,,&XWJJI,•
D.&4-Wr,,,
Ev• ➔/·C.2.5u WP'I'
0.1511-WJN
w ••
Wraof•
W'll"Vloll• w,w_•n•
11.492 lap
1-9,5 1qt,
,1.1 lclp
!1.7 kip
115.l)!, ldp
115.17! kip
(c-m.lo)
W-..-•1 w, • .-•
Eqn. ll.5-1
Ecri,-U.A,:I
.S.,c..11.4.5,ASa 7 Haun:! To<il
~7H1t.l'dTool
S..,c.. ll,1.1
'l',bi.., U,Ji-)/1.!l.6-l
T1bl.1!-.5-l/ll.&-l
SflC. LJ.I.Ll
I ~: Mal"I; ~ Dnldi
Uni: 9/l&IZOUI --.... ,
~ Na: 9
UWIIS CDl'nDilrlMln 1BC lD:111 Vllnlol'I: 1.2
t<oml,l)nerrt:NarthWall-1 l'llorthWa!l-2 SoarthWall-1 S.CLlll'IW.111•2 Em:W5'1-1 E.1nW1ll-l WmtWlll·l WatW111·2 Othllf"•NS °""•r•EW
DHd Load (psf): :111.712 :111,712
1"Q'l11t•r:;~=.,~1-_-_-_-_-_-_-_,1----_-_-_-_-:_--f+_-_-_-_-_-_-_+.r--_-_-_-_-_-:_j..---_-_-_-_-_-_,_-_-_-_-_-_-_11-_-_-_-_-_-_--f..,_-:_-_-_-_-_-..,t----:...,-:.,..------t----:,,-,,.-_---l--l
Mllttl'1•1; f100fDL.1t l\00fDllit
CIY«'nlil'II cinmlirt1
.,
Im. -----11111: ,1[1]111
KACIC• VEATCH
Wil'ld dDWIWllllrcl • ZDM 1
Wind dciw1M11n:l~Zon1P 2
ASC Load CDmblMt,icn I
111•...won
lhfara'PVAm ,..,.
11.19 nm,
noo
15.ll
15.U
IS.ll
■15.1!
•21.!!ID
•15,79 ...... ...... .... ,.
2.91
........
Oownwanl I.Dad C.. l!irwky dll'M.1:IOIII~
D+ RU.orft .....
"'' 20,27
D+O.MtZDM1 11.m
C>tO.IWIZGN,21 17.07
C),I0.6WIZ-5l 17.07
CMa.&!,W.0.75(1W.. DP" R -ZDM l .....
C)40,"5,W,0.7S(IW. or Ri.7-2 .....
CH<l.&5iW.0.75'1W.. or R L.,_ J .....
C)IO,,U,W,e,Q.7SSIZ-1! .....
c,.t0 . .uw.a.1ss 1z-21 .....
D+0.45W+0.755 Z-1! .....
Ck0.7E 12.17
D+0.525E..0.1'SS 12.36
Upllf't: l.aad c..... Gravhl Dhction
Wll:hciUIOlrerhlrir.
Cl,ID+(I.SWl20N1 I U7
O.l&OtO.IW f.Zon. z• I ·LU
o.10t0.swrzaiw!II .....
WlthOW.., ..... :
0.l&CHO.liW l':J:DM 1 .....
o.m+o.lW 12or. :H -7.91
O.IO+O.IW tz0111 !H •I.M
O.I0+0.71: U7
GDNfflJl'lll l.t{~,~I) .....
Gonn!IMLC"l111DffftaM\ .....
AlkiinM■PV -·~·
1111a: Struct11r11I Ev-1l1Mlt11" of bllt:I,.. Roof for P
Att.r'll'VAffll
21M ""' n.11>
n.11>
15.ll
l>.lS
IS,ll
•lS.ll
-21.IU
-.n.7S
. ....
-99.94
-44,71 ,_.,
AflarPVArnl11I~ ,..,._
20.S2 -u.•
""'' I0.07 ,...,
I0.07 ,, ...
17.115 ,,... ,, ...
17,15 ,, ... .. ... ,...,
I ,...,
I nm
-5.36
■!.SJ ... .,, ... _,. ...
~ ..
29Jl2 -D.11 ..... . ... ,
lD.a
Tr■ .. •NO: Ill
PIia No.~ m .00.14Z4ICI
SoLtrPVAml" -
" • J: • •:12 <
S:12 D •~12
7:12
8:12 • 9:12
lD:12
11:12
lZ:12
121.17
llU7
al
IMWalChldl:: TM l11P"ei111■ 11'11Hll'lllcllRMnd-alpac1trduaa,, .... lllnrlt ,V1rqpiltlMltNlt1 ION olthli
--.:dalMnd-a,-ltJ. 1l'..-1EIIC30:ljS4ctiofwJCllill.5.~llr\11¢1,11r.-lll!Mfllllndla
ireMl!IIIMllll:ar'IIII,
.... 101.S.-,... .. -..... ..... ,..... ,... .. ... .. , .... 1054.01221 .... "' 10.11
22.12 11JU."4H7 .... "' ,., ...
2ti.57 1Ul.mi21!1 .... .. ,..,. ..,.,. 1157.745N4 .... "' 20.47 ..... --.... .. m.n ,.,,, 12!!10.001175 .... JU ,.. 11.25
'"'' 1!01.7921M .... 145 1L5 15A1
42.51 PM,55118 .... JU ll.5 ,...., ..... 14)A.UIH2 .... 14.5 ll.5 15.74
............. ._ .... ., •• .......,.._ ...... taCau._.. Ni.A....... ___ .........._
"
a.t:: JP l!MrunS: Oi-..
flr-----;Raoflr: ...... Sallr--l'IM
PNliNl:Ho:«IOUI
'IIDI; :stmmanil EwlualiDfl DfE:idal--lllaoffcwP
u.r d bwen ...
• MMi•it•• MIIOMi,MT■,mlall, lb
lft:3, Ex-··,. ,. .. , ii:DIN!2 ,. ... ex-• • 919..4 ...... -511.ol .. ·--201-0 -115.0 -!1157.7 ,._ -99l.31 -472,9 -sa.7 ,. Na~-m■a -212.41 -m&,4 -!1171.! .. ...... ...... •IPI0,0 ,. • --m.• -Sl7.2 ...... •• ...... -51&,6 ....... ,. NCIII-E:ciillllad -:asu -m., -lli.5 ··--m.a ..... , ...... ,
9,75 NDn-Emm■d •l&l.O -au -JOU •• -:m.lli ·M ,7 -.11J,2
l,,lli7 .,_, -lot!ll.l -m., ·270.2
....... i (19.-00,14il',,t!IO
Sol■rPYNl'a,,
M.:iilmlllffl ComDl'Wllion lb
ZciM1 ,. .. , ZaM'J .... tu .. .. .... .... .... m.• >lll.9 101.9 ,.,.. >lll.t 101.t
107.3 "''-' ""·' ,.,, .. 101.!II 107.!II
lWI 112., 112.,
112.6 lll.l 112.1 ,, .. 77.1 77.1 ,, .. 11., 77.1 ,u .... .... ... .... ... , . ~ O.flln lciad1 11'11 NOT ■d,1-.ci ~ Ccl [r■f. NOS 2015, t■bl• 2.;.2.1 .,..__.,Drll .... UIIJIII,.,... • MDClul■Edia• MammumT•"''°"' lb M•lllmumComp!'lNIIIIMII M,
rftaJ ix-•r■ ,. .. , .... , ,. ... , .... , ,. .. , ..... ,. -!ll.4 ...... -548-• .... ..., tli.5
" Non-E111111CIIN TXll,0 ·29!5.CI ~i!l57., .. ., ,u 116.5 .. ·991,:9 .. 71.S -519.7 101.9 IOU 101.9 ,. Non-E--....... -:n.:t.4 -JOl!i.4 -171.! 101.1 101.9 101.9 ,. •!MU ...... ·!IIO.D ,.,, .. U,7.!1 107.3
" Non-lE:imOMd -m., ·117.i -110.l ,.,.. 1D7.3 107.1 ex-...... ...... ..... , 112.1 W.I 112.1
H Nan-1E1111CIIN •294.:Z ·.s2.1'A .... ., ,, ... W.I 112.,
EJCpm■,d -250.J -!M.I
__ ,
77.& ,, .. ,, .. ._,. Nan-E:mCIIN -10.0 -:zscu ....... 77.0 "-' ,, .. .. -222.5 •.Ml.7 -41J.l ... .... .. ..
8.&7 Nan-EmCIIN -M!.1 -m..li •Z10.l .... .... ....
) llaaf' ea.ffld..111: of FMl:101111 ~ • 0.000
LMd(lb) M111e"i'alMe l!I ,.
MQmumT•1allN'l(E~IIIOllli.ll•l -&m.2 .,5,48.,,4 TM,7
Mnlmum Te,alan (NGl'I-E-madul•· •llli.5 ·U7,7 -571.3
l'illaidrm1mCMii-•on 112., ... , 101.9
MaidmumShNr ..,., 12.7 .,.,
Mulmum CamblMIII T-lon/SIM■r~Exjlla■acl moalu-~ ..... ..... ,,u
Mmdmum CamblMII T■n1,1ARn:.M■rlNDn"IMDDMCI madwl■l ,OU .. , .. .,,..
MlulimumCMtblnad l;all'I ,..._ llU 91A 1119.<1
Mu.ShNr lb M•._ Clllmb. Ta~al'I/Shur lb
.-a!ZfflN ,. .. , li;inia:t ,. ...
!12.7 m.s ..... ..... ... , ,OU ..... .. ,.. .... ..... ...... ..... .... ,,,.. ..,_.
57.l' ... .. .. ... ..... .. ,._,. ,. ... ..... ......
40.l ..... _, ...... ... , ..... .,,_, ..... , .. , 250A ..... _, ,.., 161.l ..... -· ,,.. ,. ... !MU .... , ,u 14S.2 22::U ,,._,
Mu.:ShNr(lb Mu:. Camb. T■Mlonf5hnr lb
Ml:Zon• Zan■l ..... ,. ...
"'·' 51S.5 ..... ... ..
"'·' ,., .. 2'5.2 .. ,.. ... , ..... 47:i:_., ,.u ... , 2:U.lli .... , .,,..
S7.7 ..... ...., -· ,.,_, =• 51.1.9 ..... ... , ....., .. .., 11111.1 .... ..... !127.& .... ,.., 150A .... I .... , ,._, ,.,_, ,.... -· ,,.. =• ... ,. .,.._, .. .. ...., =-• :mu
E.tr.ctiw'ir.l'H,.A[ft"l
" " ._,. Ui7
·""'.0 ..... ,
__ ,
... 19.l
••u •JIH..5 ... , -;no.~
107.!II 112.t ,,_, ... ,
J7.7 ..,_, ... , ,u
'""" .... , .... , 419.3 .... , ..... ,OU ,,.,_,
UIIA nu ,12 ,. ..
~ar.M■rlEDl¥letli -•N••xm
ll
1.2
M■LComb. ,. .. , ,_, .,_. ., .. .,_. ,, .. -· lDIJJ -· lD!I.O -· ... .. -· ,. ...
U.5.1 nu
U.5.1 ill.I ,.., ,._, ,.., ,..,
Xl.5 ,._, ,._, ,._,
..
lb ,.... ., .. ., ..
lOIJJ
lD!I.O mu ... .. nu ..... ,._. ,._, ,._, ,._,
,_,~, torPlb. Co"Cl',-,,lon/SMlr-Iii ,..., .... , ,. ... ,1.• t7.4 17.4
97.4 97.4 97.4 ,.,. .. JDIJJ ....., ,.,.,. ,.,..0 111!.0 mu _, _, ..... ,au IOIA
llH 119.1 12.9.1
llJ.I ., ... 119.1 ,.., ,._, 71.l ,.., ,._, 71.l
Xl.5 .... ,._,
Xl.5 ,._, ,.,_,
.,
ConMdlMTYDe
•~IIWl(;fi
eom~~•or,,c;.a .........
ShNrC.
Comb, THlllon Shur Ca
('.amb. T■Nolon / Shur Ca
Comb .,_1or,Js.hHrC■
G■o......i:~ci-..ct
SS21-l:Llc:5a'-
~ JP Mo--•r. • ~t
~ Nii-: RooftnnSol,1r ,..._,nim
~-!kl Modoj•
Non-E-.d Module
5521-l: la: !kr9w
HUI ..
IDIV .. I
IC)IV/1)1
IIPl!l,.1 ... •
,. ,. ,. ., ., ,.
=:~::o:~::;j::;::.:.~t" th~ p,ifl ilnlfrom NOS 2011, ui,leA ~~~---~ .. ~-~. ,.
o.diirc It.Ida m11mMr), l1lG Dad!
Decilli,1 li.kltl ITillmDllr) Thick-, II_: 0.50 ~
Emt.d~m un,rti m """'In ~bar, ~= z.o "'
SpKffi,c: Gr.■Yity oi' "■flff ~--c._.: D.42
Sp,tdflc G~vtr, of Oi■di Spaoa, ca_: 0.42
Lq;Scraw DLl-rnawf,
laJ:Su.wR001D1-1m.ter1
L.q:~lhndlrcYlelaStl'Mlft'fi,
Ulnsf~ ofl..■i~iapper+dTI~.
DHIJn EmbedfMII( l-t"f'lh 11'1 !wt■ln Mtlmb-1-r
EmNOml'm l.el'.llh In :S.lie' ~l'ritt.,,
Dowel 1-■r1~5:lrfftSl;h c,flif1,111n MllmDllr,
~ hlr1"1S:lr.rcthofSld■Mi■mbwr,
Yi aid Lirnlt Equ.atiOF'IJ fQr &lr11le ,~Nr Dow■I Type CoriMClionl.
Di•rnat.,-Ca.ffl~
MCi.toGr■lnCMffi(l.rit,
Redltd:iontemi,
R■f■A'rlw Stn,I■-SM■r DMl,fn 'tl'■luw. Z
VJ.td Mo-da im
lfl,9jdMGd11il
,1-1ldMGHU
'll~dModtimm
lfl-1ld Mod. 101.
lfl•ld Mode IV
G011wnlrc Modil
L.aad D1.1ml~ Factor,
W.ts.rtw F■ctat,
T-1mp9mure F,■d:,:i,r,
Geome1r,FKtor,
A,:IJUJN(I Sh Hr Cilp■clt\o,
w"t-,dorwiil Clpaclt)'
A~ Wlthdr--■IC■111ctty-.
L.0,11:I Duman F,11«<1r,
W.t.s.rtwFKt<Jt,
T-1m111r■tur11F-■ttor,
Geome1r,FKt0r,
AdJwt■d Wlthdniw■l c.p■dtr,"perlrid,,
Adjutted Withdraw.al Cap■,dty,
Corri~!'Wd :S!'IMrand Wlthdniw■I c■r,adlv
Ar11le l«WNn Load ■M Wood Surf1101 (E.apc,Nd Edft],
Al\lle IMwHI', Load ■Mi Wood SurflCil (Non-bpoMd Edf.•t
AdJYMd Q:lli'lb. ShHr. WlthclrN•I l;ap,i,dty(E.!CpCINd Edp).
MJ.-.0 to MC. Shear• Withdraw al c■p,1Cff'jl' (Nion--E.!lpoHcl E:Gl■-J,
.. , .. , .. , .. , .. , .,, .,,
.. ,1
' ' ' ' '
., .... .......
u, ..... • """'''" Ul5
IOIV/0!
IOIVl'OI .,,.,,..,
...,,.., .... ,.., ....,,..,
IDIV/01 .... ,.., .... ,.., ....,,.., '. LD
LD
LO
tDIY/01
,. ,. ,. ,. ., ,. .,
,.
w,~,.,,,. <,,, 1, c. c,,
c;, w; ,v..alllfln
W: ,_ ai,
........ .,., ...
#OIY/DI lb
IDIVJDI lb
~11iir:M1ri:EOl-wld'i
Dwi: ,1wxm
Co,n,AKtl0t1 Efl'Kt~■ Ar■• A
M1:irlm11ml .. r.10t1 E module)
M•lllmum T-1Mioli fNan-e-madul■\
M■:tlmuir,Oiltll ion
M11111mumShur
modu~
1u1,~m1im Ca-mblnadTerwlol\lShillr Non-E1w0Ma ft'lodiit.
Mulim.im Com~Md Comr..,.._ ~r
(In 1/2.' In~. 2~ mlri. r1eol:'kl •l«ffd memlMrdapt.h)
i■blt-U.:!1.b-i-(~ G-l.42 far unknowri 1~H)
1"1bl■-12.,_,B (,,_. GJ.IA2 far unk.nowri .-cl•-
T■blt-Ll
T.■bllol..2
• -4l),0
-21'0.,Zi
!i9.!1,!.
:;u,751
-41:524
270.ll
70.Scl
Ul
It' ,. ,.
JI, .. ,. ., ., ,.
" ,,,
!"Ol'tl•riG Ioli; • ASTM ~598.
"f,1~L2
bttat·//www OOOltDdba•t camltedJDICll/sPCciflcttlon,te:nm-'523/
Ta-lM 12c!-.EI, ~ • 112aJ+GtNH
T■~• ll.S.!I, ~-• &:ux>•Gp.1 ... 11•~1t.qn(D)
Tabla j.2.3.11, IC., s 1oo+o!,W0.1r<0<0.25·
T-able 12.3-18. ~ .1+o.25(8/90)whw.'9 ■nci. b,ln 1m a1,_..~,~,..,1ri a1r.-c1:1onjo,,;-Elc;dD)
T-1:blll 1LH8. Rd• Ki,•r._
Tabla 12.-,.lA, fl-4e • ~-
Tablll J.2.!l.lA. ~ • lffl/11:,
Table lJ.!.lA. kl •(1qrnR .. 2 .. 1t.-.2•(1+~+A1.,.::ilf+Rt"'2•Rt-•:!}-Pl,■.~(144ttl)n1-+R■),
T■bl■ J.2.3.lA, Sec, l2.!l.1, U •·.l+SOf'rrl:Z•i1-.Rel+(2~Fvti-•(t+I•IIJ•j•Dr"l)/l.S"F.rnll•lm"2)>
l•~ ll.S.lA, s■c. u.:u, kl 1o-1.+SQ:fil2•i1•""lfflrti:Z•Fyc•12--,R .. l•Dt-"-21na~F .... 11•1,s, .. 2:,1
EQft. 125-1,:!-K. ll.!.7. Z• Dr■lm•Fill'IVlkc)
E:qn, 12.~2. SK. l:Z,,.i'.2 • Dr■t1•Fe/~Rp)
E~.12.:!,.3,Sec. 12,J.7,2:•t:r.•Dr"'b;•f=tl/(krJ
E~.12.34, SK. 12.l.7,2• kz•Or'IM•ftn-J(jJ-.2 .. RJ•~j
E:qn. ll,S-5, :!-ec. 12.!-.7.Z• k1•0r-1s•Fam/((2"-R11)•F.c,)
E~.12.~. :SK. 12.,.7.211 D~/lRa,l•11~rt(2•~itm•F-.-b/"(:1"(1..J111))]
T■bl■ 2.:1,.2. iusir ,ICYilmi1dby1now. Ui lfpem■d D'!'Mll;l'fll(;I
Tabi. UllU
Tab•U.!1,4
S.C..12.3.l
.$,11-1:. JJ.!-.2, T1bl1111.!.l. Z'•z•c,,•o.•c,~Dl
E:qn.11.2-1. w • ~G"'[Jf.WO"IJ/41
T■bt. 2..9.;-(:U IMC.I~• uplift ii ll'lft"ffM'd tr, Wll'Ml-cir .5oturnlll'I
Tabt.i(U!l.,A
T■b-ll.i!l,4
S.t.ll.5.1
:S.e.12.l.1, Tabla ll . .A_ W'• w•eo•o,._--c,•DJ
:S.c. 12.:2.1, Tabla 12 . .A, W' • W'"'l,r,
Ell". 12.4-1, Z'o.m • w·•p, '"Z,.(0.9/CJ~W'Ji)J~C(l$1~•Z'•(Q.t/Cr,J•s1n2-m...J
Eqri. U:.4-1, z·11-• w••p-,--z'•\0.9/c.,';li.w'•Dil•~1«--,+Z•jo.,1CoJ•S1n2~1
of "
D. 111k !itruch1111I hllmllon af ElllltlrmfllaoffcirP-H Sal■r PY Ana•
Si:b.-2:U,..-..,
iJDll'ft"C.Plctt,.
S~MrCIP1~.
SS21,..i:S.!U
UpllftCllpa1c:lty,
51,ur C.NC:lty,
Sill◄•....,.........
Ail'li::h1;1r'41.i:"'1•1,
UpllflC.pa:lty,
Sha■rCllpaclly,
M•l'Nlllrlkial'fflllt...,.ui,
tt..iMemNt'II.WS~r
kNI MM1NrUltlnat■.$tAJlll:h,
tMmNr FNI• Thick-.
M•mDlrFa.n,1Wldlh,
MemNr waa Thld:nas,
kl01rMNion,
WoP'UIMGaup,
Min. Allow■bla dur Dlltl-,
ASCI IHrll'II IR:acluctiDn iFKl:a,,
IHrillllStl'Wl'lpl,,
~fflDllrF:111.-a.llldln,
iffK.tlv.Fl•npWldth.
M~aflMltia,
Pi..tlc Sadlan l!Md111kil,
.-SD IMYllrW Aedulttian F■i!tar,
A■"I• hlldl'!l.lb-.:li:i,
M~IIIUMT..-.iioftfMMGmiire._
o.om.t,y■ndMemibarC'.lt-=ltyo.tb
N11tDl,11M1..-/Wldlh,.
NIil dNl'llnCII Check.
...... c:-........
IIJ...&nchm'2,G)o,2fillO(F.0.5•,.•~P----~ ==~I 1:
(S-5UI UnlvelUI Qllmp fClf SIINll"I S..ra RDllfs)
::=:1-l ------11:
(F.O.S.•1.!i)
:::::::1-l -------;I:
'"1---------1"' f.,: DI
~i "' .. , ..
t.,: Jn
II,.: "' ...... : "'
~ ..
C...•1--------i .... ..
IAN CIIPICfl:1•■,_ Nlfwetud ll'lfNWl'IQulcll MOlll'II: 1"11' $._.. Con!pllal'IOt ~"'-S.-..,_l'tl\Clt Ultil'ISt«MWIS..C.
ll:D111fc.di;Tblckn.a,, -..:1 1.111 Spadf.lc:G.,.ll'llyol'Woad, ..._:._ ____ _,
•D-1.:QllliaHo!HilllM
UipliftCapacttyllMIIICIIIDn.
Upllft:CapadtyafQHoDII.
IJl,rHt:CapadtyafQHoDI:.
51-tMf~GlQMool:,. ......,_
U,tfft:Capadtyll~---.
U,ltltCapaatyt1f"Q1 .. ,
~~ofQllna.
ISZ2-!l:'11111......-
'IJpl[fll:C.paffl"tRMlucliDn,
IIJpllfll: C.padly of Tlla hpbiCIRMflt Maum.,
Sh1HII' C&piKfl:y efTlla R■plaCllfflaflt Maur,t,
--•1--------1" q---=~----~·
....... .......
.... ,.
""'·"'
Rol.l!I
Rol.11
T■Dlli1-1
T1Dll!1-2
..... Co
JS.2,IU,F""-".O~Al:i
J5.2JU,F""-'3•-Fffl:•Ab
T--'tJU., k-• dlH-1/4-db/2-1/13 Ori)
SK.Jll.10
S.C.Jl.10.R....a•mll'l(U•k-.r'Fw,2.A"dti-u(F11)fnt,.1
.... --..1-,
.,_ ....... /12 ._ ....... ,.
So•Fl
Mvi-•il;f•s..JD-
T-'"M._i:i/C1QW2-t..)
(Mut'Wldth•0.551" Rl'CIII COffllQ)
(Q.ilct. MoMnt Plil Qulci Hoalt MIium (CMHLII, QMH~ ~--QMHS,S»)
fllfl. 2t .. 91. IIJ!Pllad l;llaclJml fop dad! thl..,_
W..21-JS
Rah.211-JS
IWl.21-!5
w,.:21 • :11,.plNiaa adj!IIM fardadr:tlllk:11-
IWl.:Zli I 27
w..21r.z1
filllfr.. 21125, appllad 1.0 ■ilull faf dad! lhi~ par Nal•I.
lllffl.21124
l'lffl.231124
.,
ID
BLACK & 1/L\TOI
Olont: JP -•• & c~ ...
Prolott Noma: Rooftop Sdar ......,,..,. TroncheNo: 3
ProJott No: 400128 file No.: 03.00.142490
Tltlo: Structural EWllualion of Exlstln& Roof for Pf_...i Sdar PV Arny
APPENDIX A
ASCE7 HAZARDS REPORT
r.moutod Iv: Morie E Dovlth
.,.. .. , 9/16/2019
Vortllodh:
Dou:
takullillDlt l'IIN ND: 14 of J7
Laad Campa,l1on IBC 2018 Vllf'Sion: L2
ASCE.
M1ERICAN SOCIETY Of CMl ENGINIIIIS
Address:
2580 El Camino Real
Carlsbad, California
92008
Wind
Results:
Wind Speed:
10-year MRI
25-year MRI
SO-year MRI
100-year MRI
Data Source:
Date Accessed:
ASCE 7 Hazards Report
Standard: ASCE/SEI 7-10
Risk Category: II
Soil Class: D -Stiff Soil
11'0 Vmph
72 Vmph
79Vmph
85 Vmph
91 Vmph
Elevation: 37.78 ft (NAVO 88)
Latitude: 33.178437
Longitude: -117.326559
ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1-CC-4, incorporating errata of
March 12, 2014
Fri Feb 01 2019
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2.
Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind
conditions.
https://asce7hazardtool.online/ Page 1 of 4 Fri Feb 01 2019
ASCE.
M1ERICAN SOCIETY OF CML ENGIN!IRS
Seismic
Site Soil Class:
Results:
Ss
s,
Fa
Fv
SMs
SM,
D -Stiff Soil
1.105
0.426
1.058
1.574
1.169
0.67
Sos
So,
TL :
PGA :
PGA M:
FPGA
le :
0.779
0.447
8
0.428
0.459
1.072
1
Seismic Design Category D
1.2 n MCER Response Spectrum 0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
Design Respon~e Spectrun:,
1 0 t_;. -. . • 0.8 ·~------
0.6
0.4
0.2
6
+-
2 3 4 Sa (g) vs T(s)
Data Accessed:
Date Source:
https://asce7hazardtool.online/
5
+
6 7 8 9 2 3 4 Sa (9) vs T(s) 5 6 7 8
Fri Feb 01 2019
USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating
Supplement 1 and errata of March 31 , 201 3, and ASCE/SEI 7-10 Table 1.5-2.
Additional data for site-specific ground motion procedures in accordance with
ASCE/SEI 7-10 Ch. 21 are available from USGS.
Page 2 of 4 Fri Feb 01 2019
9
M4BVCAN SOCIETY OF CIVIL ENGlNliRS
Ice
Results:
Ice Thickness:
Concurrent Temperature:
Gust Speed:
Data Source:
Date Accessed:
0.00 in.
25 F
30mph
Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8
Fri Feb 01 2019
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
Snow
Results:
Ground Snow Load, Pg:
Elevation:
Data Source:
Date Accessed:
https://asce7hazardtoo1.online/
0 lb/ft 2
37.8 ft
ASCE/SEI 7-10, Fig. 7-1.
Fri Feb 01 2019
Values provided are ground snow loads. In areas designated "case study
required," extreme local variations in ground snow loads preclude mapping at
this scale. Site-specific case studies are required to establish ground snow
loads at elevations not covered.
Page 3 of 4 Fri Feb 01 2019
ASCE.
AME!llr.AN SOCIEI\' OF CML ENGINEERS
Rain
Results:
15-minute Precipitation Intensity: 3.1 in./h
60-minute Precipitation Intensity: 1.5 in./h
Data Source:
Date Accessed:
NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14
(https· 11www. nws.noaa aovtoh/hdscQ
Fri Feb 01 2019
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is· and without warranties of
any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from
reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reUability,
currency, or quality of any data provided herein. Any third-party links proyided by this Tool should not be construed as an endorsement,
affiliation, relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
https:J/asoe7hazardtool.online/ Page 4 of4 Fri Feb 01 2019
ASCE.
AMBllCAN SOCIETY OF CML ENGINEEIS
Address:
2580 El Camino Real
Carlsbad, California
92008
Wind
Results:
Wind Speed:
10-year MRI
25-year MRI
50-year MRI
100-year MRI
Data Source:
Date Accessed:
ASCE 7 Hazards Report
Standard: ASCE/SEI 7-16
Risk Category: II
Soil Class: D -Default (see
Section 11.4.3)
96 Vmph
66Vmph
72Vmph
77 Vmph
82 Vmph
Elevation: 37.78 ft (NAVO 88)
Latitude: 33.178437
Longitude: -117.326559
ASCE/SEI 7-16, Fig. 26.5-18 and Figs. CC.2-1-CC.2-4
Fri Feb 01 2019
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind
conditions.
https://asce7hazardtool.online/ Page 1 of 4 Fri Feb 01 2019
ASCE.
AMERICAN SOCIETY OF CIVIi. ENGINIBIS
Seismic
Site Soil Class:
Results:
Ss :
S1
Fa :
Fv :
SMs
SM1
D -Default (see Section 11.4.3)
0.997 S01
0.365 TL : 8
1.2 PGA: 0.436
PGAM: 0.523
1.197 FPGA 1.2
1. 1
Sos 0.798 Cv : 1.299
Ground motion hazard analysis may be required. SeeASCE/SEI 7-16 Section 11.4.8.
Data Accessed: Fri Feb 01 2019
Date Source: USGS Seismic Design Maps
https://asce.7hazardtool.online/ Page 2 of 4 Fri Feb 01 2019
ASCE.
AMEHICAN SOCIETY OF Cl'III. ENGINEBlS
Ice
Results:
Ice Thickness:
Concurrent Temperature:
Gust Speed:
Data Source:
Date Accessed:
0.00 in.
25 F
30mph
Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8
Fri Feb 01 2019
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
Snow
Results:
Ground Snow Load, p9 :
Elevation:
Data Source:
Date Accessed:
https://asce7hazardtool.online/
0 lb/ft 2
37.8 ft
ASCE/SEI 7-16, Table 7.2-8
Fri Feb 01 2019
Values provided are ground snow loads. In areas designated "case study
required," extreme local variations in ground snow loads preclude mapping at
this scale. Site-specific case studies are required to establish ground snow
loads at elevations not covered.
Page 3 of 4 Fri Feb 01 2019
ASCE.
AMERICAN SOCIE!'I OFCML ENGINlfllS
Rain
Results:
15-minute Precipitation Intensity: 3.1 in.th
60-minute Precipitation Intensity: 1.5 in.th
Data Source:
Date Accessed:
NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14
f httos:llwww, nws. noaa.govtoh/hdsc/}
Fri Feb 01 2019
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of
any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from
reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability,
currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation, relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field{s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
https :/ta see 7hazardtool .online/ Page4 of4 Fri Feb 01 2019
e ai■nt: JP Mor1•n & 0.asit com......., 11y: Mark E Devich
ProlKt N1m11: Raaftop Solar Pro11ram Tl'llnchl! No~ 3 DMa: 9/16/1D19
,..,Joct No: 400128 FIie No.: Ol.00.142490 v.-llY:
Tltla: structural E..iuotior of EMistlnl Roof for Propo,od Sol• PV Array DeN:
■LACK • VEATOt c,,1 .. ,1 •• ,_ .... , 18 "' 37
L.aad Comparison IBC 2018 Version: 1.2
APPENDIX B
AURORA SHADE REPORT (SOLAR PANEL LAYOUT)
Aurora Shade Report
Customer
BatchD JPMCTrancheCA
Address
2580 El Camino Real
Carlsbad, CA 92008
Annual irradiance
Summary
Array
2
Weighted average
by panel count
Panel Count
84
86
Designer
Mark Devich
Coordinates
(33.178418, -117.326160)
Azimuth (deg.) Pitch (deg.)
86 19
266 19
Monthly solar access (%) across arrays
Array Jan Feb Mar Apr May Jun
99 99 99 99 99 99
2 99 99 99 99 99 99
1/3
Organization
Black and Veatch
Date
1 6 September 2019
kWh/m2/year
2,450 or more
2,100
1,750
1,400
1,050
700
350
0
Annual TOF (%) Annual Solar Access (%) Annual TSRF ("-)
83 99 82
88 99 87
99 84.5
Jul Aug Sep Oct Nov Dec
99 99 99 99 99 99
99 99 99 99 99 99
powered by atJrOra
Customer
BatchD JPMCTrancheCA
Address
2580 El Camino Real
Carlsbad, CA 92008
Zoomed out satellite view
3D model with LIDAR overlay
Designer
Mark Devich
Coordinates
(33.178418, -117.326160)
3D model
2/3
Organization
Black and Veatch
Date
16 September 2019
powered by
Customer
BatchD JPMCTrancheCA
Address
2580 El Camino Real
Carlsbad, CA 92008
Designer
Mark Devich
Coordinates
(33.178418, -117.3261 60)
Street view and corresponding 3D model ;-,.,.,.. __ ,.......... ____ ....,__
Carlsbad, California
Organization
Black and Veatch
Date
16 September 2019
I, Mark Devich, certify that I have generated this shading report to the best of my abilities, and I believe
its contents to be accurate.
3/3 powered by atJrOra
ID.
llACX & VEATCH
Oilent: JP MOfHn & Chase
ProJact N■me: Rooftop So',;ar Program Tranc:he No; ~
Proloct No; 400llll Fl .. No,: 03.00.142490
Tb.I•: Struc:tura! Evaluation of E):istln£ Roof for P!"09(1Hd Solar PV Arr■v
APPENDIX C
REFERENCE DRAWINGS
computed By: Mark E OOYlch
Dota: 9/16/2019
Vtrlfled IV:
Dota:
COlc,IIMio• Pon No: 23 of 37
Load Comparison IBC2018Ven;fi;,r-,: 1.2
Structure changes at the over hang from plywood deck
and rafters to tongue and groove deck without rafters
46 modules were removed to
account for this
Projected Roof area at overhang 81 *(13.5+12)= 2,066ft2 this will be used for the CO and CQ
column on the Input Data tab
Projected Roof area of the main building = (81 *82) -2066 = 4,576ft2 this is in the roof material tab
.i= 0
0
LO
T"""
II L
0) C ·a 0)
E <O
142490
l am· o
ea1. Carlsba ,
9200
Consumption
Rooftop
Desrgn
Pricing
+
620kW
Fi ancing LEGACY
Documents
LEG. CY PAGES ...,
Carport 131 N
20 3D
.-, , /
Edge & Face Properties
Face
0
Slope .1 /1£.
6 I) ')
Edge
eight 7 ~ ft
mid height of the roof= [(41ft)xSin(19deg) /2] + [19ft] = 26ft
Roof DL at overhang
Tile -10psf
1.5" T&G Deck -4.5psf
Total = 14.5* 2,066ft2 = 29,957Ib
Add this to CO & CQ
This weight comes up just a little short. Adjust the projected roof area of the
overhang to be the actual area
(13.5+12)/cos(19) = 26.97ft
Area = 27ft X 81ft =2,187ft2
14.5*2,187 = 31 ,712Ib
All Values are less than 32"
ASCE 7-16 Shared Rail Markup Highlighted yellow: max rail spam
MaJtlmum Rail Spans (lnc:hes)
G1ound Exposure Wind-.-d•>
Snow Lo~ Cat-~ P1neJAnde Rool Zonit .,. 1·
8
7 IOlO lnrerio,Poool M
Ed .. Pine! 73
20to21
t!>te,lc,r Pone! 17
Ed .. Poool 75
Oto7 ktte:rior Panel 89
Edfthnel 86
1to20 Interior Pan.I 74
Ops.1 C !"dae,,.nel 61
20to27 lnte,ior Pant-I 82
Edfff"~ne:t n
Dto<IIS lntMOtPJnel 77
E.dt"CP.att~ G.4
Olo7
7to20
0
21Ho27
tr,Jetlo,Po.,.I 72
EdaePinel 59
" 77
84
73
90
IO
17
75
79
67
74
61
82
7l
7C
61
70
56
71
65
72
59
IO 10 IO
6& '8 6&
84 73 73
71 59 59
90 n n
IO 65 65
17 17 .,
7S 'IS 72
71 71 71
57 S? SJ'
7• 6J 61
61 SO SO
82 611 &8
7l ss ss
77 77 74
6-4 64 61
6S 6S 65
52 5l 5l
70 S6 S6
56 .t5 .t5
71 62 62
65 SO SO
72 72 69
59 59 S6
3•
71
57
73
59
77
'5
71
65
59 ..
61 so
68
ss
62
so
61 so
Everest Sof r 48-X Flush-Mount on Oto 30 Foot Roof -Shared Rall -(L)
3r
71
S?
67
5"
75
6l
13 n
59 ••
1·
19
19
11
70
90 n
13 n
89 ••
n
70
90
77
76
64
2e
77
65
81
70
90
11
lOOmpt, /
2r 21 le
?7 p 67 ,s A;5 54
67
70110 10
56 56 56 "51
63
l!f1807•IO
?2 h 6t 61 69
56
I '
" 19
78
66
17
75
11
69
89 67 /67 , .... 67
SA 46 80
56
•s ;'e , ; ' Sa -.-, • ,., .,
52 68
7' 74
61 61
51 li!i
•• 53
59 75
"8 62
.. ..
74 74
61 61
66 66
53 S3
75 75
62 62
74
61
&l
50
69
56
52 S2 SO
71 64 71
58 52 58
61 52 52
50 .., 4l
65 SI 65
53 ., 53
77 ..
71
SB
87
7S
n
51
72
S9
66
53
78
66
17
75
11
69
73
60
69
55
77 ..
71
58
6&
55
61
51
72
59
" 53
105mph
2e: lr 2n
74 .,. 74
61 61 61
87 7l 72
75 59 59
II II 78
till 6' 66
64 64 64
St .S.l Sl
69 55 55
ss •• ••
77 61 61
71 7l 68
SB SI! 55
72 S6 S6
59 •S U
66 66 62
53 53 50
3e 3r
64 64
52 52
66 60
53 '8
72 70
59 56
72 71
SI 66
53 53 ....
55 50
-4S 41
60 68
49 ss ., .,
,co .,
56 51
45 C
I'
19 .. ..
72
78
66
89
n
65
Sl
74
61
68 ss
'° ..
69
S6
63
51
IO
" 76
6) ..
72
71
66
71
57
65
53 .,. .,
68 ss
65
53
60 ..
69
S6
"3
51
11.0mph
2e 2r 2n
72 72 72
S3 51 58
76 63 63
61 51 51
84 69 69
72 56 5'
71 78 75
66 66 62
61 61 61
,tg 49 .,
65 53 53
53 0 "3
74 58 !>8
fit '7 ~7
68 63 65 ss ss 52
69 53 Sl
S6 43 43
63
51
" 56
69
56
51 .,
53
•1
51 .,
r,g
'47
•• n
Sl
•3
3r I'
61 .,
., 15
57 73
"' 61) 66 11
.. 70
75 75
62 n
51 17
All 7§
., 62
39 SO
S6 72
AS 58
65 65
52 53
41 IZ
JI 70
Sl 66
41 53
59 60 .. ..
la.
BLACK Ii \IIATot
aa.nt: JP Mor1,n & Oiase
ProJoci Nome: Rooftop Solar Prosram TllntMNO: 3
ProJm No: 400128 FIie No.: 03.00.142490
Tk:111: Structural IEvailu.wtlan of Exlstlns RDDf for Pr0p01ed War PV Artav
APPENDIX D
SITE INSPECTION DATA
r-utad •v: Marie E Devid,
_, 9/16/2019
Yllrillodlv: _,
011-llon PIH No: 25 ol J7
Load Comi>arlson IBC 2018 Venlon: 1.2
E8
BLACK & VEATCH
Olent: JP Mo..-gan & Chase COmootod By: Mark E DO\llch
Projact Name: Rooftop Solar ~rou•m T"nche NO! 3 Dote: 9/16/2019
Proloc:t No: <!00128 FIie No.: 03,00.142490 Variftod lly;
Thlt: Structural Ev■luirtJon -of b:lsting Roof for Proposed Solu PV Array Doto:
Clh:ullltion P■p Na: 26
load Com~rlson IBC 2018 Version: 1.2
APPENDIX E
UNIRAC U-BUILDER REPORT
(NOT USED)
af 31
D.
IIACK & VEA.TOI
Olent: JP Morson & Chue co--. MorkEDovich
Pra)act N■mr. Rooftop Soar Prnaram t .. ndoaNo: 3 -9/16/2019
Proloct No: «J0121 FIia No.: 03.00.142490 Verlllotlllv:
Title: StrlKblnl Evoluotlon of E>iistq Roof for Proposed Solar PV Array -C91cull!IN -No: 27
Load CClmplrlson IIIC 2018 Ywslon: 1.2
APPENDIX F
PITCHED ROOF CONNECTION DESIGN
(NOT USED)
of 37
ID.
BLACK S. VEATOI
atant: JiP Morg.an & Chase
Prolact Name~ Rooftop Sol,;ir Pqratn Tranci..No: 3
Pra)KI No: 400128 FIio No.: 03.00.142490
Tll1e: Structural Evaluation of Eld$1:ing Roof for Proposed Sol•r PV Array
APPENDIXG
DETAILED MEMBER CHECK
(NOT USED)
C0111autld lly: Mark E Dovi<h
Dffl: 9/16/2019
Vllfllladllv:
Dolle:
Clll .... llonP-ND: 23 "' 37
Load COmpalison IBC 2D18 V-e:rs9on: 1.2
la.
■LACK II VEATOI
OH!!nt: Jf' Mor11.;i!'II & 0,■1e r---nuted Iv: Mark E De~ch
Project: N■mil; Roaftap Solar Pfo1ram Tr11ncht! Na: 3 11110: !1/16/2019
ProJoct No: 400128 FIio No.: 03.00.142490
__ ..,
Titll!I: structural Evaluation of EMistln& koof for Prnpa1ed Sal• PV ArrilY Dm:
C.lmldon ,_ No: 29
Load Comp■ri1on •BC 2018 \lenlon: 1.2
APPENDIX H
REFERENCE CATALOG/ BROCHURE
(NOT USED)
., 37