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Home My WebLink About1966 OLIVENHAIN RD; CS; CBC2022-0053; PermitBuilding Permit Finaled Commercial Permit Print Date: 02/15/2023 Job Address: 1966 OLIVEN HAIN RD, # CS, ENCINITAS, CA 92024-5676 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: #of Dwelling Units: 2550405900 Track#: $0.00 Lot#: Project#: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Description: VERIZON: CELL SITE MODIFICATION Property Owner: OLIVENHAIN MUNICIPAL WATER DISTRICT 1966 OLIVENHAIN RD ENCINITAS, CA 92024 (760) 753-6466 FEE BUILDING PLAN CHECK FEE (manual) BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CELL SITE -RADIO OVER 30 FT. HIGH SB1473 -GREEN BUILDING STATE STANDARDS FEE Total Fees: $1,118.75 Total Payments To Date: $1,118.75 Permit No: Status: (city of Carlsbad CBC2022-0053 Closed -Fina led Applied: 02/16/2022 Issued: 05/04/2022 Finaled Close Out: 02/15/2023 Final Inspection: 02/13/2023 INSPECTOR: Kersch, Tim de Roggenbuke, Dirk Balance Due: AMOUNT $178.75 $194.00 $98.00 $647.00 $1.00 $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 similar 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 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov {cityof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION 8-2 Plan Check CbGO~d--ooS3 Est. Value PC Deposit Date Job Address 1966 Olivenhain Rd., Carlsbad CA 92009 Suite: APN: 255-040-59 ·----- Tenant Name#: Verizon Lot#: Year Built: ·-------------------------------- Fire sprinklersQYES.NO A/C:C:)YESONO Year Built: 2015 Occupancy:_B __ _ Construction Type: V-B --- BRIEF DESCRIPTION OF WORK: Remove (6) existing antennas and replace with (6) new antennas, remove (6) existing RRUs and replace with (6) new RR Us, install (1) new Raycap at antenna location. Install (1) new rack mounted Raycap at equipment location. D Addition/New: ____________ New SF and Use, __________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ - i.!Tenant Improvement: _____ SF, Existing Use: _______ Proposed Use: ______ _ 270 '""''"I 180 '"""""'•I SF 1 Existing Use: Wireless facility Proposed Use: Wireless facility 0 Other-+-_____________________________________ PRIMARY APPLICANT Name: Verizon Address: 15505 Sand Canyon Ave. City: Irvine State:._C_A __ Zip: 92618 Phone:. ________________ _ Email:. ________________ _ PROPERTY OWNER Name: Olivenhain Municipal Water Address: 1966 Olivenhain Rd. City: Carlsbad . State: CA Zip:._9_20_0_9 __ _ Phone:. ___________________ _ Email: ___________________ _ DESIGN PROFESSIONAL CONTRACTOR OF REC08D Name: Joel Hartman Business Name: (t,tA-1 tv'I::-Wt~-4 5 l-f-(:__ Address: 2667 Camino Del Rio S., #205 Address: '/7 5" y'IJ--vf~'t f'JL.vv'2 i;;, f:i 2-00 City: San Diego State: CA Zip:_9_21_0_8 --City:fd /1/t./fk/ ( State: f A Zip: /9 t./ '2--Z.-.-- Phone: (858) 349-9184 Phone: rt4-1-S-J--~:[ o { Email: joel.haftman@taec.net Email: ~ivvl;A-y e!_.1(y>4/ +?~tu/& J c;o--yy'°', Architect State License: S6822 CSLB License#:/ 0 'f 2-,yl.f') Class: ~I!?, @ Carlsbad BusinesTiicense # (Required):8 LA:?S'tx:>'12,,:l<o' APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the informattonon the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construct ion. NAME (PRINT): Steven Vandenberg Steven ::::':!,:':::'!:'!.-:.~-=.~~.:..... 02/08/2022 SIGN· Yaodeoberg :'.?mb2bilrnwaoo DATE:------- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 10/21 PERMIT INSPECTION HISTORY for {CBC2022-0053) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 02/16/2022 Owner: OLIVENHAIN MUNICIPAL WATER DISTRICT Issue Date: 05/04/2022 Subdivision: RANCHO LAS ENCINITAS Expiration Date: 08/14/2023 IVR Number: 38737 Address: 1966 OLIVENHAIN RD, # CS ENCINITAS, CA 92024-5676 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Wednesday, February 15, 2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio Angie Teanio Status COMMENTS 2/10/23 contractor not on site TEXT 619-362-5930 Zakariah 619-362-5930 Zakariah Passed Yes Yes Yes Yes Yes Created Date 02/09/2023 02/10/2023 Page 2 of 2 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0053) Permit Type: BLDG-Commercial Application Date: 02/16/2022 Owner: OLIVENHAIN MUNICIPAL WATER DISTRICT Work Class: Tenant Improvement Issue Date: 05/04/2022 Subdivision: RANCHO LAS ENCINITAS Status: Closed -Finaled Expiration Date: 08/14/2023 Address: 1966 OLIVENHAIN RD, # CS IVR Number: 38737 ENCINITAS, CA 92024-5676 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 02/10/2023 02/10/2023 BLDG-34 Rough 202971-2023 Failed Dirk de Roggenbuke Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency 2/10/23 contractor not on site Yes NOTES Created By TEXT Created Date Angie Teanio 619-362-5930 Zakariah 02/09/2023 BLDG-Final Inspection 202972-2023 Failed Dirk de Roggenbuke Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency 2/10/23 contractor not on site No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No NOTES Created By TEXT Created Date Angie Teanio 619-362-5930 Zakariah 02/09/2023 02/13/2023 02/13/2023 BLDG-33 Service 203270-2023 Passed Tim Kersch Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-34 Rough 203112-2023 Passed Tim Kersch Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency 2/10/23 contractor not on site Yes NOTES Created By TEXT Created Date Angie T eanio 619-362-5930 Zakariah 02/09/2023 Angie Teanio 619-362-5930 Zakariah 02/10/2023 BLDG-38 Signs 203271-2023 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Final Inspection 203113-2023 Passed Tim Kersch Complete Wednesday, February 15, 2023 Page 1 of 2 r • I AIR@ SMITH ENGINEERING Structural Analysis Report January 24, 2022 Barracuda Site Name: NS-0028 Barracuda Site ID: CA-1572 Lessee Site ID: 270178 Lessee Site Name: Olivenhain Municipal Airosmith Project ID: Tarpon ENG 202101 1966 Olivenhain Road Carlsbad, CA 92009 I= Site Location San Diego County 33° 4' 1.146" N NAD83 117° 14' 50.9748" W NAD83 Applicable Code -2018 IBC / 2019 California Building Code Applicable Design Standard ~ ASCE7-16 / ANSI/TIA-222-H Structure 42' SCI Mono-Eucalyptus Tower Demand-Capacity Ratio(CSR1 89.0% Overall Result Pass PREPARED FOR: BARRACUDA TOWERS, LLC 318 West Avenue, Saratoga Springs, NY 12866 Main Office/ Fax: 518-306-1711 www.airosmithdevelopment.com APPROVED BY: Joseph R. Johnston, P.E. CA License #: 83098 AIR@ SMITH ENGINEERING Table of Contents 1.0 Scope ................................................................................................................................................... 2 2.0 Supporting Documentation ................................................................................................................. 2 3.0 Analysis Code Requirements ............................................................................................................... 2 400 Final Loading Configuration ................................................................................................................. 3 5.0 Results and Conclusions ...................................................................................................................... 4 6.0 Assumptions & Limitations .................................................................................................................. 4 ;;;: ll Page r 'I AIR@SMITH ENGINEERING 1.0 Scope Airosmith Engineering has been requested to perform a structural analysis on the existing 42 ft. Mono- Eucalypt us for the Verizon Wireless proposed install. The structure was analyzed using RISA-3D Version 19.0 analysis software. Selected output from the analysis is included in this report. 2.0 Supporting Documentation Proposed Loading Email Correspondence, dated 12/21/2021 FDH Infrastructure Services, LLC, Project#: 18PEDA1400, dated Structural Ana lysis Report June 11, 2018 B& T Project #96694.002.01, dated August 7, 2015 Geotechnical Investigation Toro International, Tl Project No.: 08-117.4, dated June 7, 2010 3.0 Analysis Code Requirements Wind Speed -96 mph (3-Second Gust) --Wind Speed with lf e No Ice Loading Considered - Design Stan..dard ANSI/TIA-222-H / ASCE7-16 Adopted IBC 2018 IBC / 2019 California Building Code Risk Category II Exposure Category C Topographic Factor Procedure Method 1 Crest Height 0.0 ft. HSML (ft.) 116 Spectral Response s. = 1.002 g / S1 . 0.363 g Site Class -D-Stiff Soil (Assumed) - .;; 2 1Page AIR@SMITH ENGINEERING 4.0 Final Loading Configuration RAD Ce nter Qty. Appurtenance Mount Type Lines Carrier (ft.) 9 CCI HPA-85R-BUU-H6 12 Ericsson RRU-11 3 Ericsson RRU-11 +A2 AT&T 42.0 3 Raycap DC6-48-60-18-8F (3) 12' T-Arms (9) 1-5/8" Hybrid 3 Kathrein 800 10991 Mobility 3 Ericsson RRU 44 78 B14 6 Ericsson RRU-32 3 Ericsson AIR6449 3 Ericsson KRE105281/1 -==- 6 Commscope SBNHH-1065B (3) 12' T-Arms (3) 1-5/8" Hybrid Verizon 27.0 3 Ericsson 4449 Wireless 3 Ericsson 8843 -- 3 Raycap RCMDC-3315...pf,.,48 -~ 5.0 Results and Conclusions - Upon reviewing the results of this analysis, it is our opinion that the existing structure meets the specified code requirements. The 42' SCI Mono-Eucalyptus structure and foundation are considered acceptable to support the final loading configuration as listed within in this report. The controlling structure and foundation usages are displayed in the tables below: Structure UsaRes Component Controlling Usage Pole Shaft 89.0% Base Plate 30.3% Anchor Bolts 58.7% Foundation Reactions Component Analysis Reaction Moment (kip-ft) 514.4 -- Shear (kips) 16.1 Axial (kips) 16.0 -- Foundation Usa~es -Drilled Pier Component Controlling Usage Soil Rating 18.8% Structural Rating 35.0% 3 I Page AIR@SMITH ENGINEERING The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. We appreciate the opportunity to be of service on this project. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report, please contact me via the information below: engineering@airosmithdevelopment.com 6.0 Assumptions & Limitations The following assumptions have been made for this analysis: • Structural calculations are completed assuming.,,all information provided to Airosmith Development is accurate and applicable to this site. • The existing structures were designed, manufactured, and constructed in accordance with the applicable codes and standards in effect at that tim~ • The existing structures have been properly mainta1~ in accordance with industry standards. • All structural and foundation elements, unless otherwise noted, are in good condition, and are capable of supporting their original design capacity-.--==... • Steel grades have been assumed as follows, unless otherwise noted Channel, Solid Round, Angle & Plate ASTM A36 Gr. 36 HSS (Rectangular) ASTM AS00 Gr. B HSS (Pipe) ASTM A53 Gr. B Threaded Rods ASTM A36 Gr. 36 • Calculation-specific assumptions are as noted in the attached appendix 41 P age T :: c ~ .. . ! ~ i I u I ., , ; @ i a: : <{ I • u a . -= -= - - - - - ~~ § § § fl ; § § ~ :, ;; : , : , ; > : , J :_ ; : ; "j J tL 1- - 1- - 1- - .I l I! Ii 1r l.! :.. " ' . . : : J ' : R : . t "J -~i l l u. ;m Ul l Jl l Il l I u Ul 11 l ~ll :lll U !l ll l l ~ ;u1 1 l .l l ll l l lll ll l Ul Jl l 0 0 ! 11 1 l i. Jll l m 11 1 1 1 n lll l ll l l. l ll l .I IU u ll l I ~ J m 11 1 :l ll l l Il l JIU Jil l ll t- - ! - - f 1• • -- - - · - - -- - - -- 1• • -- - 1• - -- - - -- · -- - • -- - - - -= Envelope Only Solution Airosmith Engineering CA -1572 NS0028 RISAModel2 C.D. Jan 24, 2022 CA-1572 NS0028.r3d IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number Model Name : CA -1572 NS0028 Hot Rolled Steel Properties Label E [ksil G fksil Nu Therm. Coeff. 11e'°F-1l Densitv fk/ft"l Yield fksil 1 A992 29000 11154 0.3 0.65 0.49 50 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 3 A572 Gr.SO 29000 11154 0.3 0.65 0.49 50 4 ASOO Gr.B RND 29000 11154 0.3 0.65 0.527 42 5 ASOO Gr.B Rect 29000 11154 0.3 0.65 0.527 46 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 7 A1085 29000 11154 0.3 0.65 0.49 50 8 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 9 A572 Gr.65 29000 11154 0.3 0.65 0.49 65 Hot Rolled Steel Design Parameters Label Shaoe Lemith lftl 1 M1 Main Trunk 20 2 -MS Neck 2 3 M6 Neck -2 4 M7 Neck 2 5.. M14 Standoff 3 6,, -M15 Standoff -3 7-M16 Main Horizontal """ 12.5 8 MP4 Mount Pioe 8 g--MP3 Mount Pioe --8 10 MP2 Mount Pioe 8 11 MP1 Mount Pioe 8 12 M25 Standoff 3 13 M26 Standoff 3 14 M27 Main Horizontal 12.5 15 MP12 Mount Pioe 8 16 MP11 Mount Pioe 8 17 MP10 Mount PinA 8 18 MP9 Mount Pioe -8 19 M36 Standoff 3 20 M37 Standoff 3 21 M38 Main Horizontal 12.5 22 MPS Mount Pioe 8 23 MP7 Mount Pioe 8 24 MP6 Mount Pioe 8 25 MPS Mount Pioe 8 26 M51A Wall Uooer Trunk 9.993 27 MSOA Wall Unner Trunk 9.993 28 M49 Wall Uooer Trunk 9.993 29 M46A Long Uooer Trunk 11 30 -M47 Long Uooer Trunk -11 31 M46B Lona UnnAr Trunk -11 32 MSO Main Horizontal 12.5 33 M53 Main Horizontal 12.5 34 M57 Main Horizontal 12.5 35 MP16 Mount Pioe 8 36 MP15 Mount Pioe 8 37 MP14 Mount Pioe 8 38 MP24 Mount Pioe 8 39 MP13 Mount Pioe 8 40 MP23 Mount Pioe 8 41 MP22 Mount Pioe 8 42 MP21 Mount Pipe 8 RISA-30 Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Rv Fu fksil Rt 1.1 65 1.1 1.5 58 1.2 1.1 65 1.1 1.4 58 1.3 1.4 58 1.3 1.6 60 1.2 1.25 65 1.15 1.1 80 1.1 1.1 80 1.1 Function Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Page 1 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number Model Name : CA -1572 NS0028 Hot Rolled Steel Design Parameters (Continued) Label Shaoe 43 MP20 Mount Pioe 44 MP19 Mount Pioe 45 MP18 Mount Pioe 46 MP17 Mount Pioe 47 M76 Standoff 48 M77 Standoff 49 M78 Standoff 50 M79 Standoff 51 M80 Standoff 52 M81 Standoff - Label Shaoe Tvoe Desian List Material 1 Main Trunk 30x0.1875 Column HSS Pioe A572 Gr.65 2 Neck HSS10.000X0.500 Column HSS Pioe A53 Gr.B 3 wan Uooer Trunk P12x.375 Column HSS Pioe A53 Gr.B 4 Lona Uooer Trunk P10x0.365 Column HSS Pioe A53 Gr.B 5 Standoff t,!U,lt 3.0XX Column Pioe AS00 Gr.B Rect 6 Main Horizontal P--IPE 2.5 Column Pipe A53 Gr.B 7 Mount Pioe .£1PE 2.0 Column Pioe A53 Gr.B Member Advanced Data Length [ft] 8 8 8 8 4.288 4.288 4.288 4.288 4.288 4.288 Design Rule Area [in"] Typical 17.608 Tvoical 13.9 Tvoical 14.579 Tvoical 1-1.048 Tvoical ~7 Tvpical 1~61 Typical 1.02 1/24/2022 4:02:30 PM Checked By : ___ _ Function Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral lyy [in4] lzz lin4l J lin41 1956.178 1956.178 3912.356 159 159 317 279.335 279.335 558.67 128.39 128.39 256.78 5.79 5.79 11.6 1.45 1.45 2.89 0.627 0.627 1.25 Lb I a e Ph . I WSlca D fl e ecbon abo >ptions R . 0 A ' ct1vation Se1sm1c DR 1 M1 Yes **NA** None 2 M2 Yes **NA** None 3 M3 Yes **NA** None 4 M4 Yes **NA** None 5 MS Yes ••NA•• None 6 M6 -Yes ••NA** -None 7 M7 Yes **NA•• None 8 M14 Yes ••NA** Exclude None 9 M15 Yes **NA•• Exclude None 10 M16 Yes **NA** Exclude None 11 M17 Yes ••NA•• Exclude None 12 M18 Yes ••NA•• Exclude None 13 M19 Yes **NA** Exclude None 14 M20 Yes ••NA** None 15 MP4 Yes ••NA•• Exclude None 16 MP3 Yes ••NA ** Exclude None 17 MP2 Yes **NA** Exclude None 18 MP1 -Yes **NA ** Exclude None 19 M25 -Yes **NA** Exclude None 20 M26 Yes ••NA•• Exclude None 21 M27 Yes **NA** Exclude None 22 M28 Yes ••NA** None 23 M29 Yes ••NA** None 24 M30 Yes ••NA •• None 25 M31 Yes **NA** None 26 MP12 Yes **NA ** Exclude None 27 MP11 Yes **NA** Exclude None 28 MP10 Yes ••NA** Exclude None 29 MP9 Yes **NA•• Exclude None 30 M36 Yes **NA** Exclude None RISA-3D Version 19 I CA-1572 NS0028.r3d] Page 2 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number Model Name : CA -1572 NS0028 Member Advanced Data (Continued} a 1vs1ca L bel Ph . I D fl e ect,on atlo 10t1ons R ·o · 31 M37 Yes **NA** 32 M38 Yes **NA** 33 M39 Yes **NA** 34 M40 Yes **NA** 35 M41 Yes **NA** 36 M42 Yes **NA** 37 MPS Yes **NA** 38 MP7 Yes ••NA•• 39 MP6 Yes ••NA** 40 MP5 Yes **NA** 41 M51A Yes ••NA•• 42 M50A Yes **NA** 43 M49 Yes **NA** 44 M46A Yes -----c **NA** 45 M47 Yes ••NA•• 46 M46B Yes ••NA** 47 M48 Yes ••NA•• 48 M50 Yes **NA** 49 M51 Yes -**NA** 50 M52 Yes **NA** 51 M53 Yes **NA•• 52 M54 Yes -**NA** -- 53 M55 Yes **NA** 54 M56 Yes **NA** 55 M57 Yes **NA** 56 M58 Yes **NA** 57 MP16 Yes **NA** 58 MP15 Yes **NA** 59 MP14 Yes **NA** 60 MP24 Yes **NA** 61 MP13 Yes **NA** 62 M64 Yes -**NA** 63 M65 Yes **NA** 64 M66 Yes **NA** 65 M67 Yes **NA•• 66 MP23 Yes **NA** 67 MP22 Yes **NA** 68 MP21 Yes **NA •• 69 M71 Yes **NA** 70 MP20 Yes **NA ** 71 MP19 Yes **NA•• 72 MP18 Yes ••NA•• 73 MP17 Yes **NA** 74 M76 Yes -**NA** 75 M77 Yes -**NA** 76 M78 Yes ••NA** 77 M79 Yes -**NA** 78 M80 Yes **NA** 79 M81 Yes **NA** Basic Load Cases BLC Descriotion Category Y Gravity 1 SelfWeiaht None -1 2 Wind Load AZI 0 None 3 Wind Load AZI 30 None RISA-3D Version 19 [ CA-1572 NS0028.r3d ] Act· f ,va ,on Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Exclude Point 90 90 180 1/24/2022 4:02:30 PM Checked By : ___ _ S .. DR e1sm1c None None None None None None None None None None None None None ~ None None None None None ,~one -None None --=None None None None None None None None None None None None None None None None None None None None None None llfone None None Hone None None Distributed 10 Page 3 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number Model Name : CA -1572 NS0028 Basic Load Cases (Continued) BLC Description Category Y Gravity 4 Wind Load AZI 45 None 5 Wind Load AZI 60 None 6 Wind Load AZI 90 None 7 Wind Load AZI 120 None 8 Wind Load AZI 135 None 9 Wind Load AZI 150 None 10 Distr. Wind Load Z None 11 Distr. Wind Load X None 12 Ice Weight None 13 Ice Wind Load AZI 0 None 14 Ice Wind Load AZI 30 None - 15 Ice Wind Load AZI 45 None 16 Ice Wind Load AZI 60 None 17 ,_ Ice Wind Load AZI 90 None --18 Ice Wind Load AZI 120 None 19 Ice Wind Load AZI 135 None - 20 Ice Wind Load AZI 150 None 21 Distr. Ice Wind Load Z None ::1.2::2 Distr. Ice Wind Load X None -123 Seismic Load Z None 24 Seismic Load X None Load Combinations Descriotion s olve It P-De a BLC Factor BLC Factor 1 1.4DL Yes y 1 1.4 2 1.2DL+ 1.0WLAZI 0 Yes y 1 1.2 2 1 3 1.2DL+ 1.0WLAZI 30 Yes y 1 1.2 3 1 4 1.2DL + 1.0WLAZI 45 Yes y 1 1.2 4 1 5 1.2DL + 1.0WLAZI 60 Yes y 1 1.2 5 1 6 1.2DL+ 1.0WLAZI 90 Yes y 1 1.2 6 1 7 1.2DL + 1.0WLAZI 120 Yes y 1 1.2 7 1 8 1.2DL + 1.0WLAZI 135 Yes y 1 1.2 8 1 9 1.2DL+ 1.0WLAZI 150 Yes y 1 1.2 9 1 10 1.2DL + 1.0WL AZI 180 Yes y 1 1.2 2 -1 11 1.2DL+ 1.0WLAZI 210 Yes y 1 1.2 3 -1 12 1.2DL+ 1.0WLAZI 225 Yes y 1 1.2 4 -1 13 1.2DL+ 1.0WLAZI 240 Yes y 1 1.2 5 -1 14 1.2DL+ 1.0WLAZI 270 Yes y 1 1.2 6 -1 15 1.2DL + 1.0WL AZI 300 Yes y 1 1.2 7 -1 16 1.2DL+ 1.0WLAZI 315 Yes y 1 1.2 8 -1 17 1.2DL + 1.0WL AZI 330 Yes y 1 1.2 9 -1 18 0.9DL+ 1.0WLAZI 0 Yes y 1 0.9 2= 1 19 0.9DL+ 1.0WLAZI 30 Yes y 1 0.9 3 1 20 0.9DL+ 1.0WLAZI 45 Yes y 1 0.9 4 1 21 0.9DL + 1.0WLAZI 60 Yes y 1 0.9 5 1 2~ -0.9DL + 1.0WLAZI 90 Yes y 1 0.9 ~ 1 23 0.9DL + 1.0WLAZI 120 Yes y 1 0.9 7 1 24 0.9DL+ 1.0WLAZI 135 Yes y 1 0.9 8 1 25 0.9DL+ 1.0WLAZI 150 Yes y 1 0.9 9 1 26 0.9DL+ 1.0WLAZI 180 Yes y 1 0.9 2 -1 27 0.9DL+ 1.0WLAZI 210 Yes y 1 0.9 3 -1 28 0.9DL+ 1.0WLAZI 225 Yes y 1 0.9 4 -1 29 0.9DL+ 1.0WLAZI 240 Yes y 1 0.9 5 -1 30 0.9DL+ 1.0WLAZI 270 Yes y 1 0.9 6 -1 31 0.9DL + 1.0WLAZI 300 Yes y 1 0.9 7 -1 RISA-3D Version 19 I CA-1572 NS0028.r3d ] Point 180 180 90 180 180 180 90 90 BLC Factor BL C 10 1 11 10 0.866 11 10 0.707 11 10 0.5 11 10 11 10 -0.5 11 10 -0.707 11 10 -0.866 11 10 -1 11 10 -0.866 11 10 -0.707 11 10 -0.5 11 10 11 10 0.5 11 10 0.707 11 10 0.866 11 10 1 11 10 0.866 11 10 0.707 11 10 0.5 11 10 11 10 -0.5 11 10 -0.707 11 10 -0.866 11 10 -1 11 10 -0.866 11 10 -0.707 11 10 -0.5 11 10 11 10 0.5 11 1/24/2022 4:02:30 PM Checked By : ___ _ Distributed 52 52 Factor BL C Factor 0.5 0.707 0.866 1 0.866 0.707 0.5 -0.5 -0.707 -0.866 -1 -0.866 -0.707 -0.5 0.5 0.707 0.866 1 0.866 0.707 0.5 -0.5 -0.707 -0.866 -1 -0.866 Page4 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Load Combinations (Continued) escno·ton ove -e a a or D . f S I P D It BLC F ct BLC F ct a or 32 0.9DL+ 1.0WLAZI 315 Yes y 1 0.9 8 -1 33 0.9DL+ 1.0WLAZI 330 Yes y 1 0.9 9 -1 34 1.20 + 1.0Di Yes y 1 1.2 12 1 35 1.20 + 1.0Di + 1.0WiAZI 0 Yes y 1 1.2 12 1 36 1.20 + 1.0Di + 1.0Wi AZI 30 Yes y 1 1.2 12 1 37 1.20 + 1.0Di + 1.0Wi AZI 45 Yes y 1 1.2 12 1 38 1.20 + 1.0Di + 1.0WiAZI 60 Yes y 1 1.2 12 1 39 1.20 + 1.0Di + 1.0Wi AZI 90 Yes y 1 1.2 12 1 40 1.20 + 1.0Di + 1.0WiAZI 120 Yes y 1 1.2 12 1 41 1.20 + 1.0Di + 1.0WiAZI 135 Yes y 1 1.2 12 1 42 1.20 + 1.0Di + 1.0WiAZI 150 Yes y 1 1.2 12 1 43 1.20 + 1.0Di + 1.0WiAZI 180 Yes y 1 1.2 12 1 44 1.20 + 1.0Di + 1.0WiAZI 210 Yes y 1 1.2 12 1 45 1.20 + 1.0Di + 1.0WiAZI 225 Yes y 1 1.2 12 1 46 1.20 + 1.0Di + 1.0WiAZI 240 Yes y 1 1.2 12 1 47 1.20 + 1.0Di + 1.0Wi AZI 270 Yes y 1 1.2 12 1 48 1.20 + 1.0Di + 1.0WiAZI 300 Yes y 1 1.2 12 1 49 1.20 + 1.0Di + 1.0WiAZI 315 Yes y 1 1.2 12 1 50 1.20 + 1.0Di + 1'1lWi AZI 330 Yes y 1 1.2 12 1 51 (1 .2 + 0.2Sds)Dl + 1.0E AZI 0 Yes y 1 1.36 23 1 52 1.2 + 0.2Sds DL+l.OEAZI 30 Yes y 1 1.36 23 0.866 53 (1.2 + 0.2Sds)OL.:d_OE AZI 45 Yes y 1 1.36 23 0.707 54 1.2 + 0.2Sds DL + 1.0E AZI 60 Yes y 1 1.36 23 0.5 55 1.2 + 0.2Sds)Dl + 1.0E AZI 90 Yes y 1 1.36 23 56 1.2 + 0.2Sds DL+ 1.0EAZI 12 Yes y 1 1.36 23 -0.5 57 1.2 + 0.2Sds DL + 1.0E AZI 13 Yes y 1 1.36 23 -0.707 58 1.2 + 0.2Sds DL+ 1.0EAZI 15 Yes y 1 1.36 23 -0.866 59 1.2 + 0.2Sds DL+ 1.0EAZI 18 Yes y 1 1.36 23 -1 60 1.2 + 0.2Sds JDL + 1.0E AZI 21 Yes y 1 1.36 23 -0.866 61 1.2 + 0.2Sds JDL + 1.0E AZI 22' Yes y 1 1.36 23 --0.707 62 1.2 + 0.2Sds DL+ 1.0EAZI 24 Yes y 1 1.36 23 -0.5 63 1.2 + 0.2Sds DL + 1.0E--AZI 27 Yes y 1 1.36 23 64 1.2 + 0.2Sds DL+ 1.0EAZI 30 Yes y 1 1.36 23 0.5 65 1.2 + 0.2Sds)Dl + 1.0E AZI 31 Yes y 1 1.36 23 0.707 66 1.2 + 0.2Sds)DL + 1.0E AZI 33( Yes y 1 1.36 23 0.866 67 (0.9 -0.2Sds)Dl + 1.0E AZI 0 Yes y 1 0.74 23 1 68 0.9 -0.2Sds DL + 1.0E AZI 30 Yes y 1 0.74 23 0.866 69 0.9-0.2Sds DL + 1.0E AZI 45 Yes y 1 0.74 23 0.707 70 0.9-0.2Sds DL + 1.0E AZI 60 Yes y 1 0.74 23 0.5 71 0.9-0.2Sds DL + 1.0E AZI 90 Yes y 1 0.74 23 72 0.9-0.2Sds DL + 1.0E AZI 120 Yes y 1 0.74 23 --0.5 73 0.9-0.2Sds DL + 1.0E AZI 135 Yes y 1 0.74 23 -0.707 74 0.9 -0.2Sds DL + 1.0E AZI 150 Yes y 1 0.74 23 -0.866 75 0.9 -0.2Sds DL + 1.0E AZI 180 Yes y 1 0.74 23 -1 76 10.9 -0.2Sds DL + 1.0E AZI 210 Yes y 1 0.74 23 -0.866 77 0.9 -0.2Sds DL + 1.0E AZI 225 Yes y 1 0.74 23 -0.707 78 0.9 -0.2Sds DL + 1.0E.AZI 240 Yes y 1 0.74 23 -0.5 79 0.9-0.2Sds DL + 1.0E AZI 270 Yes y 1 0.74 23 80 0.9-0.2Sds DL + 1.0E AZI 300 Yes y 1 0.74 23 0.5 81 0.9-0.2Sds DL+ 1.0EAZI 315 Yes y 1 0.74 23 0.707 82 0.9-0.2Sds DL + 1.0E AZI 330 Yes y 1 0.74 23 0.866 RISA-30 Version 19 [ CA-1572 NS0028.r3d] BLC F t ac or 10 0.707 10 0.866 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1- 13 -1 14 -1 --1 5 -1- 16 -1 17 -1 18 -1 19 -1 20 .::; --1 24 24 ~ 0.5 -24 ..: t:0.707 24 0.866 24 1 24 0.866 24 0.707 24 0.5 24 24 -0.5 24 --0.707 24 -0.866 24 ~ 24 -0.866 24 -0.707 24 -0.5 24 24 0.5 24 0.707 24 0.866 24 1 24 0.866 24 0.707 24 0.5 24 - 24 -=0 .5 24 -0.707 24 -Q..866 24 -1 24 -0.866 24 -0.707 24 -0.5 1/24/2022 4:02:30 PM Checked By : ___ _ BLC F ct a or BLC F ct a or 11 --0.707 11 --0.5 21 1 22 21 0.866 22 0.5 21 0.707 22 0.707 21 0.5 22 0.866 21 22 1 21 -0.5 22 0.866 21 --0.707 22 0.707 21 --0.866 22 0.5 21 -1 22 21 --0.866 22 --0.5 21 --0.707 22 --0.707 21 -0.5 22 --0.866 21 22 -1 21 0.5 22 --0.866 21 0.707 22 --0.707 21 0.866 22 --0.5 Page 5 11 . Company : Alrosmith Engineering I RISA Designer : C.D. Job Number : A NEMErscHEK coMPANY Model Name : CA -1572 NS0028 Member Point Loads (BLC 1 : Self Weight) Member Label Direction Maanitude fib k-ftl 1 MP1 y -40 2 MP3 y -27.5 3 MP2 y -10 4 MP4 y -16.4 5 MP2 y -50.45 6 MP4 y -29.7 7 MP2 y -27.55 8 MP13 y -44 9 MP14 y -5.2 10 MP15 y -20.3 11 MP16 y --52.5 12 MP16 y -52.5 13 MP13 y -16 14 M47 =--y ----------45 15 MS y -40 16 MS0A y -336 17 M47 y -286 18 MPS y -40 19 MP? -y_ -27.5 20 MP6 y -10 21 MPS y -16.4 22 MP6 -::t=~ -50.45 23 MPS y -29.7 24 MP6 y -27.55 25 MP17 y -44 26 MP18 y -5.2 27 MP19 y -20.3 28 MP20 y -52.5 29 MP20 y -52.5 30 MP17 y -16 31 M46A y -45 32 M7 y --40 33 M51A y -336 34 M46A y -286 35 MP9 y -40 36 MP11 y -27.5 37 MP10 y -10 38 MP12 y -16.4 39 MP10 y -50.45 40 MP12 y -29.7 41 MP10 y -27.55 42 MP21 y -44 43 MP22 y -5.2 44 MP23 y --20.3 45 MP24 y --52.5 46 MP24 y -52.5 47 MP21 y -16 48 M46B y -45 49 M6 y -40 50 M49 y -336 51 M46B y -286 52 MP1 y -40 53 MP3 y -27.5 54 MP2 y -10 55 MP4 y -16.4 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location [(ft %\1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 - 2.3 2.4 -10 --- 1.5 8.5 5.5 6 l,,o r:-::, 2.6 -J3:5... 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5- 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 - 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 Page6 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 1 : Self Weight) (Continued) Member Label Direction Maanitude fib k-ftl 56 MP2 y -50.45 57 MP4 y -29.7 58 MP2 y -27.55 59 MP13 y -44 60 MP14 y -5.2 61 MP15 y -20.3 62 MP16 y -52.5 63 MP16 y -52.5 64 MP13 y -16 65 MPS y -40 55-MP7 y --27.5 67 MP6 y -10 68 MPS y -16.4 69 .--.. MP6 y = -50.45 70 MPS y -29.7 7t MP6 y -~ -27.55 72 MP17 y -44 73 MP18 y -5.2 -74 MP19 y --20.3 75 MP20 y -52.5 -76 MP20 y --52.5 -77 MP17 y ---16 78 MP9 y -40 79 MP11 y -27.5 80 MP10 y -10 81 MP12 y -16.4 82 MP10 y -50.45 83 MP12 y -29.7 84 MP10 y -27.55 85 MP21 y -44 86 MP22 y -5.2 a1 MP23 y --20.3 88 MP24 y -52.5 89 MP24 y -52.5 90 MP21 y -16 Member Point Loads (BLC 2 : Wind Load AZ/ OJ Member Label Direction Maanitude llb k-ftl 1 MP1 z -97.74 2 MP3 z -39.26 3 MP2 z -39.26 1::,4 MP4 z --12.55 5 MP2 z -142.62 6 MP4 z -20.93 7 MP2 z ' -29.53 1r MP13 z -38.99 9 MP14 z -5.21 10 MP15 z -76.22 11 MP16 z -41 .83 12 MP16 z -41 .83 13 MP13 z -35.78 14 M47 z -566.9 15 MS z -884.29 16 MSOA z -1315.93 17 M47 z -738.05 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location l(ft % )1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 Location I/ft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 Page 7 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA-1572 NS0028 Member Point Loads (BLC 2 : Wind Load AZ/ OJ (Continued) Member Label Direction Magnitude [lb k-ftl 18 MPS z -65.47 19 MP7 z -17.77 20 MP6 z -17.77 21 MPS z -12.55 22 MP6 z -80.81 23 MPS z -14.91 24 MP6 z -21 .2 25 MP17 z -29.62 26 MP18 z -3.35 27 MP19 z -56.85 28 MP20 -z -33.57 - 29 MP20 z -33.57 30 MP17 z -26.73 31 M46A --z -566.9 ~ -~- 32 M7 z -884.29 33 M51A -z -1315.93 34 M46A z -738.05 35 MP9 z -65.47 36 M~ z -17.77 ·-37 MP10 z -17.77 --- 38 MP12 z -12.55 39 -MP..!O::. z -80.81 -- 40 MP12 z -14.91 41 MP10 z -21 .2 42 MP21 z -29.62 -43 MP22 z -3.35 44 MP23 z -56.85 45 MP24 z -33.57 46 MP24 z -33.57 47 MP21 z -26.73 48 M46B z -566.9 49 M6 -z -884.29 - 50 M49 z -1315.93 51 M46B z -738.05 52 MP1 z -97.74 53 MP3 z -39.26 54 MP2 z -39.26 55 MP4 z -12.55 56 MP2 z -142.62 57 MP4 z -20.93 58 MP2 z -29.53 59 MP13 z -38.99 60 MP14 z -5.21 61 MP15 z -76.22 -62 MP16-z -41.83 - 63 MP16 z -41.83 64 MP1.3_ z -35.78 -- 65 MPS z -65.47 66 MP7 z -17.77 67 MP6 z -17.77 68 MPS z -12.55 69 MP6 z -80.81 70 MPS z -14.91 71 MP6 z -21.2 72 MP17 z -29.62 RISA-3D Version 19 I CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location [(ft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page8 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 2 : Wind Load AZ/ OJ (Continued) Member Label Direction Maanitude llb k-ftl 73 MP18 z -3.35 74 MP19 z -56.85 75 MP20 z -33.57 76 MP20 z -33.57 77 MP17 z -26.73 78 MP9 z -65.47 79 MP11 z -17.77 80 MP10 z -17.77 81 MP12 z -12.55 82 MP10 z -80.81 83 MP12 z --14.91 84 MP10 z -21.2 85 MP21 z -29.62 86 MP22 -z..--c -3.35 87 MP23 z -56.85 88 MP24 z -33.57 89 MP24 z -33.57 90 MP21 z -26.73 Member Point Loads (BLC 3 : Wind Lo ad AZ/ 30} Member Label ---mrection Maanitude llb k-ftl 1 MP1 X -43.49 2 MP3 X -16.05 3 MP2 X -16.05 4 MP4 X -6.27 5 MP2 X -61.01 6 MP4 X -9.46 7 MP2 X -13.38 8 MP13 X -17.93 9 MP14 X -2.3 10 MP15 X -34.88 11 MP16 X -19.54 12 MP16 X -19.54 13 MP13 X -16.38 14 M47 X -283.45 15 MS X -442.15 16 MS0A X -657.96 17 M47 X -369.02 18 MPS X -43.49 19 MP7 X -16.05 20 MP6 X -16.05 21 MPS :X -6.27 22 MP6 _x -61.01 23 MPS X -9.46 24 MP6 X -13.38 25 MP17 ---x--17.93 26 MP18 X -2.3 27 MP19 X -34.88 28 MP20 X -19.54 29 MP20 X -19.54 30 MP17 X -16.38 31 M46A X -283.45 32 M7 X -442.15 33 M51A X -657.96 34 M46A X -369.02 RISA-3D Version 19 I CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location Ifft %\1 0 0 0 0 0 0 0 0 0 0 0 0 0 =-< o- 0 0 0 0 -Localioh flft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 -2.:6 !,.5 1.5 2.3 2:o 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 Page 9 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 3 : Wind Load AZ/ 30) (Continued) Member Label Direction Maanitude !lb k-ftl 35 MP9 X -27.35 36 MP11 X -5.3 37 MP10 X -5.3 38 MP12 X -6.27 39 MP10 X -30.1 40 MP12 X -6.45 41 MP10 X -9.21 42 MP21 X -13.25 43 MP22 X -1.37 44 MP23 X -25.2 45 MP24 X --15.41 46 MP24 X -15.41 47 MP21 X -11 .86 --48 M46B X -~283.45 49 M6 X -442.15 50 M49 X ----657.96 51 M46B X -369.02 52 MP1 X -43.49 53 MP3 X --16.05 54 MP2 X -16.05 55 MP4 X -6.27 J56 MP2 X ---61 .01 57 MP4 X -9.46 58 MP2 X -13.38 59 MP13 X -17.93 60 MP14 X -2.3 61 MP15 X -34.88 62 MP16 X -19.54 63 MP16 X -19.54 64 MP13 X -16.38 65 MPS X -43.49 -66 MP7 X --16.05 67 MP6 X -16.05 68 MPS X -6.27 69 MP6 X --61.01 70 MPS X -9.46 71 MP6 X -13.38 72 MP17 X -17.93 73 MP18 X -2.3 74 MP19 X -34.88 75 MP20 X -19.54 76 MP20 X -19.54 77 MP17 X -16.38 -78 MP9 X --27.35 79 MP11 X --5.3 80 MP10 X -5.3 -81 MP12 X -6.27 82 MP10 X -30.1 83 MP12 X -6.45 84 MP10 X -9.21 85 MP21 X -13.25 86 MP22 X -1 .37 87 MP23 X -25.2 88 MP24 X -15.41 89 MP24 X -15.41 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location flft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 _,._ 1.5 8.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 10 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 3 : Wind Load AZ/ 30) (Continued) Member Label Direction Maanitude fib k-ftl 90 MP21 X -11.86 91 MP1 z -75.33 92 MP3 z -27.8 93 MP2 z -27.8 94 MP4 z -10.87 95 MP2 z -105.67 96 MP4 z -16.39 97 MP2 z -23.17 98 MP13 z -31.06 99 MP14 z -3.98 100 MP15-z -60.42 - 101 MP16 z -33.84 102 MP16 z -33.84 103 = MP1-3 z -28.37 -·- 104 M47 z -490.95 105 -MS z -765.82 - 106 M50A z -1139.63 107 M47 z -639.17 108 :;;MPS z -75.33 --109 MP7 z -27.8 110 MP6 z -27.8 111 ___MPS z -10.s1.---- 112 MP6 z -105.67 113 MPS z -16.39 114 MP6 z -23.17 - 115 MP17 z -31.06 116 MP18 z -3.98 117 MP19 z -60.42 118 MP20 z -33.84 119 MP20 z -33.84 120 MP17 z -28.37 -- 121 M46A z -490.95 - 122 M7 z -765.82 123 M51A z -1139.63 124 M46A z -639.17 125 MP9 z -47.38 126 MP11 z -9.19 127 MP10 z -9.19 128 MP12 z -10.87 129 MP10 z -52.14 130 MP12 z -11 .17 131 MP10 z -15.96 132 MP21 z -22.94 133 MP22 z -2.36 - 134 MP23 z -43.64 - 135 MP24 z -26.69 136 ME2L z -26.69 - 137 MP21 z -20.54 138 M46B z -490.95 139 M6 z -765.82 140 M49 z -1139.63 141 M46B z -639.17 142 MP1 z -75.33 143 MP3 z -27.8 144 MP2 z -27.8 RISA-3D Version 19 [ CA-1572 NS0028.r3d I 1/24/2022 4:02:30 PM Checked By : ___ _ Location l(ft %}] 0 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 Page11 lltRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 3 : Wind Load AZ/ 30) (Continued) Member Label Direction Maanitude lib k-ftl 145 MP4 z -10.87 146 MP2 z -105.67 147 MP4 z -16.39 148 MP2 z -23.17 149 MP13 z -31.06 150 MP14 z -3.98 151 MP15 z -60.42 152 MP16 z -33.84 153 MP16 z -33.84 154 MP13 z -28.37 155 MPS z -75.33 156 MP? z -27.8 157 MP6 z -27.8 158 MPS ~ ~l;"'--10.87 159 MP6 z -105.67 160 MPS -z -16.39 161 MP6 z -23.17 162 MP17 z -31.06 163 MP18 -z -3.98 164 MP19 z -60.42 165 MP20 z -33.84 166 MP20 -z -33.84 167 MP17 z -28.37 168 MP9 z -47.38 169 MP11 z -9.19 170 MP10 z -9.19 171 MP12 z -10.87 172 MP10 z -52.14 173 MP12 z -11 .17 174 MP10 z -15.96 175 MP21 z -22.94 176 MP22 -z -2.36 177 MP23 z -43.64 178 MP24 z -26.69 179 MP24 z -26.69 180 MP21 z -20.54 Member Point Loads (BLC 4 : Wind Load AZ/ 45) Member Label Direction Maanitude lib k-ftl 1 MP1 X -53.9 2 MP3 X -17.63 3 MP2 =x -17.63 4 MP4 X -8.87 5 MP2 X -71 .71 6 MP4 X -11 .96 7 MP2 -x -16.96 8 MP13 X -23.15 9 MP14 X -2.81 10 MP15 X -44.77 11 MP16 X -25.68 12 MP16 X -25.68 13 MP13 X -21 .03 14 M47 X -400.86 15 MS X -625.29 16 MS0A X -930.5 RISA-3D Version 19 [ CA-1572 NS0028.r3d] """""' 1/24/2022 4:02:30 PM Checked By : ___ _ Location llft o/oll 0 0 0 0 0 0 0 0 0 0 0 0 0 -0-Zc 0 0 0 0 -0 0 0 --0 - 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 Location llft % ll 6 1.5 -=-1.5 2.6 6.5 1.5 --i:3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 Page 12 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 4 : Wind Load AZ/ 45) (Continued) Member Label Direction Magnitude [lb k-ftl 17 M47 X -521.88 18 MPS X -67.08 19 MP7 X -26.4 20 MP6 X -26.4 21 MPS X -8.87 22 MP6 X -96.94 23 MPS X -14.42 24 MP6 X -20.36 25 MP17 X -26.98 26 MP18 X -3.57 -27 MP19 X --52.67 28 MP20 X -29.05 29 MP20 X -29.05 ~ -30 MP17 X = c= -24.73 31 M46A X -400.86 -32 M7 X ---625.29 33 M51A X -930.5 34 M46A X -521.88 35 MP9 X --40.72 36 MP11 X -8.86 37 MP10 X -8.86 -38 MP12 X --8.87 39 MP10 X -46.48 40 MP12 X -9.5 41 MP10 X ---13.55 42 MP21 X -19.33 43 MP22 X -2.05 44 MP23 X -36.86 45 MP24 X -22.31 46 MP24 X -22.31 47 MP21 X -17.34 48 M46B X --400.86 49 M6 X -625.29 50 M49 X -930.5 51 M46B X -521.88 52 MP1 X -53.9 53 MP3 X -17.63 54 MP2 X -17.63 55 MP4 X -8.87 56 MP2 X -71.71 57 MP4 X -11.96 58 MP2 X -16.96 59 MP13 X --23.15 60 MP14 X --2.81 61 MP15 X --44.77 62 MP16 X -25.68 63 MP16 X ---25.68 64 MP13 X -21.03 65 MPS X -67.08 66 MP7 X -26.4 67 MP6 X -26.4 68 MPS X -8.87 69 MP6 X -96.94 70 MPS X -14.42 71 MP6 X -20.36 RISA-3D Version 19 I CA-1572 NS0028.r3d I 1/24/2022 4:02:30 PM Checked By : ___ _ Location l(ft %)1 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 =- 10 1.5 8.5 5.5 6 -i- 1.5 1.5 2.6 -- 6.5 1.5 2.3 - 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 Page 13 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 4 : Wind Load AZ/ 45) (Continued) Member Label Direction Maanitude llb k-ftl 72 MP17 X -26.98 73 MP18 X -3.57 74 MP19 X -52.67 75 MP20 X -29.05 76 MP20 X -29.05 77 MP17 X -24.73 78 MP9 X -40.72 79 MP11 X -8.86 80 MP10 X -8.86 81 MP12 X -8.87 82 MPto X -46.48 - 83 MP12 X -9.5 84 MP10 X -13.55 85 =-.;: MP2-f X -19.33 __, 86 MP22 X -2.05 87 -MP23 X -36.86 88 MP24 X -22.31 89 MP24 X -22.31 90 ~P21 X -17.34 -91 MP1 z -53.9 92 MP3 z -17.63 93 -MP.2 z -17.63 - 94 MP4 z -8.87 95 MP2 z -71.71 96 MP4 z -11.96 97 MP2 z -16.96 98 MP13 z -23.15 99 MP14 z -2.81 100 MP15 z -44.77 101 MP16 z -25.68 102 MP16 z -25.68 103 MP13 z -21.03 - 104 M47 z -400.86 105 M5 z -625.29 106 M50A z -930.5 107 M47 z -521.88 108 MPS z -67.08 109 MP7 z -26.4 110 MPS z -26.4 111 MPS z -8.87 112 MPS z -96.94 113 MPS z -14.42 114 MPS z -20.36 115 MP17 z -26.98 -116 MP1 8 z -3.57 - 117 MP19 z -52.67 118 -Me20 z -29.05 --119 MP20 z -29.05 120 MP17 z -24.73 121 M46A z -400.86 122 M7 z -625.29 123 M51A z -930.5 124 M46A z -521.88 125 MP9 z -40.72 126 MP11 z -8.86 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location f(ft %)1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 Page 14 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 4 : Wind Load AZ/ 45) (Continued) Member Label Direction Maanitude fib k-ftl 127 MP10 z -8.86 128 MP12 z -8.87 129 MP10 z -46.48 130 MP12 z -9.5 131 MP10 z -13.55 132 MP21 z -19.33 133 MP22 z -2.05 134 MP23 z -36.86 135 MP24 z -22.31 136 MP24 z -22.31 137 MP21 z -17.34 138 M46B z -400.86 139 M6 z -625.29 140 --=-M49 z = --930.5 141 M46B z -521.88 142 MP1 z ---53.9 143 MP3 z -17.63 144 MP2 z -17.63 .us MP4 z --8.87 146 MP2 z --71.71 147 MP4 z -11 .96 _1:1As ~ MP2 z -:16.96 149 MP13 z -23.15 150 MP14 z -2.81 151 MP15 z --44.77 152 MP16 z -25.68 153 MP16 z -25.68 154 MP13 z -21 .03 155 MP5 z -67.08 156 MP7 z -26.4 157 MPS z -26.4 1551-MPS z --8.87 159 MPS z -96.94 160 MPS z -14.42 161 MPS z -20.36 162 MP17 z -26.98 163 MP18 z -3.57 164 MP19 z -52.67 165 MP20 z -29.05 166 MP20 z -29.05 167 MP17 z -24.73 168 MP9 z -40.72 169 MP11 z -8.86 170 MP10 z --8.86 171 MP12 z --8.87 172 MP10 z -46.48 1-1:L MP12 z ,,_9_5 174 MP10 z -13.55 175 MP21 z -19.33 176 MP22 z -2.05 177 MP23 z -36.86 178 MP24 z -22.31 179 MP24 z -22.31 180 MP21 z -17.34 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location flft %)1 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 ,_ 5.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 15 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 5 : Wind Load AZ/ 60) Member Label Direction Maanitude llb k-ftl 1 MP1 X -56.69 2 MP3 X -15.39 3 MP2 X -15.39 4 MP4 X -10.87 5 MP2 X -69.98 6 MP4 X -12.91 7 MP2 X -18.36 8 MP13 X -25.65 9 MP14 X -2.9 10 MP15 X -49.24 11 MP16 X -29.07 12 MP16 X -29.07 13 MP13 X -23.15 ----==-14 M47 X -~ -490.95 15 M5 X -765.82 16 M50A X -1139.63 17 M47 X -639.17 18 MP5 X -84.65 19 MP7 X --34 20 MP6 X -34 21 MPS X -10.87 22 MP6 x --= -123.51 23 MPS X -18.12 24 MP6 X -25.57 25 MP17 X -33.76 26 MP18 X -4.51 27 MP19 X -66.01 28 MP20 X -36.22 29 MP20 X -36.22 30 MP17 X -30.99 31 M46A X -490.95 32 M7 X --765.82 33 M51A X -1139.63 34 M46A X -639.17 35 MP9 X -56.69 36 MP11 X -15.39 37 MP10 X -15.39 38 MP12 X -10.87 39 MP10 X -69.98 40 MP12 X -12.91 41 MP10 X -18.36 42 MP21 X -25.65 43 MP22 X -2.9 44 MP23 X --49.24 45 MP24 X --29.07 46 MP24 X -29.07 47 MP21 X -23.15 48 M46B X -490.95 49 M6 X -765.82 50 M49 X -1139.63 51 M46B X -639.17 52 MP1 X -56.69 53 MP3 X -15.39 54 MP2 X -15.39 55 MP4 X -10.87 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location f(ft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 -1.5 2.6 5_5=. __ - 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 - 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 - 2.3 ---2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 Page 16 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA-1572 NS0028 Member Point Loads (BLC 5 : Wind Load AZ/ 60) (Continued) Member Label Direction Maonitude llb k-ftl 56 MP2 X -69.98 57 MP4 X -12.91 58 MP2 X -18.36 59 MP13 X -25.65 60 MP14 X -2.9 61 MP15 X -49.24 62 MP16 X -29.07 63 MP16 X -29.07 64 MP13 X -23.15 65 MPS X -84.65 66 MP7 X -34 67 MP6 X -34 68 MPS X -10.87 69 MP6 -X -123.51 70 MPS X -18.12 71 MP6 X -25.57 72 MP17 X -33.76 73 MP18 X -4.51 74 MP19 ·-X -66.01 75 MP20 X -36.22 76 MP20 X -36.22 77 MP17 ---___)( -30.99 78 MP9 X -56.69 79 MP11 X -15.39 80 MP10 X -15.39 81 MP12 X -10.87 82 MP10 X -69.98 83 MP12 X -12.91 84 MP10 X -18.36 85 MP21 X -25.65 86 MP22 X -2.9 87 MP23 -x -49.24 88 MP24 X -29.07 89 MP24 X -29.07 90 MP21 X -23.15 91 MP1 z -32.73 92 MP3 z -8.88 93 MP2 z -8.88 94 MP4 z -6.27 95 MP2 z -40.41 96 MP4 z -7.45 97 MP2 z -10.6 98 MP13 z -14.81 99 MP14 -z -1.68 100 MP15 -z -28.43 101 MP16 z -16.79 102 MP16 __ z -16.79 103 MP13 z -13.37 104 M47 z -283.45 105 MS z -442.15 106 MS0A z -657.96 107 M47 z -369.02 108 MPS z -48.87 109 MP7 z -19.63 110 MP6 z -19.63 RISA-3D Version 19 [ CA-1572 NS0028.r3d] =- 1/24/2022 4:02:30 PM Checked By : ___ _ Location l(ft %)1 0 0 0 0 0 0 0 0 0 0 -o 0 0 .........,e- 0 -0 0 0 ·-0 0 0 --_() 0 0 0 0 0 0 0 0 0 -o 0 0 0 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 -0.7 -'-'-6 2.3 -2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 Page 17 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA-1572 NS0028 Member Point Load• (BLC 5 : Wind Load AZ/ 60) (Continued) Member Label Direction Maanitude llb k-ftl 111 MPS z -6.27 112 MP6 z -71.31 113 MPS z -10.46 114 MP6 z -14.77 115 MP17 z -19.49 116 MP18 z -2.61 117 MP19 z -38.11 118 MP20 z -20.91 119 MP20 z -20.91 120 MP17 z -17.89 121 M46A -z -283.45 122 M7 z -442.15 123 M51A z -657.96 124 M46A ~ z -369.02 125 MP9 z -32.73 126 MP11 z -8.88 127 MP10 z -8.88 128 MP12 z -6.27 129 MP10-z -40.41 130 MP12 z -7.45 131 MP10 z -10.6 132 _MP21-==:_ _ z -14.81 --133 MP22 z -1.68 134 MP23 z -28.43 135 MP24 z -16.79 136 MP24 z -16.79 137 MP21 z -13.37 138 M46B z -283.45 139 M6 z -442.15 140 M49 z -657.96 141 M46B z -369.02 142 MP1 -z -32.73 143 MP3 z -8.88 144 MP2 z -8.88 145 MP4 z -6.27 146 MP2 z -40.41 147 MP4 z -7.45 148 MP2 z -10.6 149 MP13 z -14.81 150 MP14 z -1.68 151 MP15 z -28.43 152 MP16 z -16.79 153 MP16 z -16.79 154 MP13 -z -13.37 155 MPS z -48.87 156 MP7 z -19.63 157 MP6 z -19.63 158 MPS z -6.27 159 MP6 z -71.31 160 MPS z -10.46 161 MP6 z -14.77 162 MP17 z -19.49 163 MP18 z -2.61 164 MP19 z -38.11 165 MP20 z -20.91 RISA-3D Version 19 [ CA-1572 NS0028.r3d) - .--.L... ·- --- -1- --- 1/24/2022 4:02:30 PM Checked By : ___ _ Location llft % )1 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 18 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 5 : Wind Load AZ/ 60) (Continued) Member Label Direction Maanitude fib k-ftl 166 MP20 z -20.91 167 MP17 z -17.89 168 MP9 z -32.73 169 MP11 z -8.88 170 MP10 z -8.88 171 MP12 z -6.27 172 MP10 z -40.41 173 MP12 z -7.45 174 MP10 z -10.6 175 MP21 z -14.81 176 -MP22 z -1.68 - 177 MP23 z -28.43 178 MP24 z -16.79 119 ~MP24 z --16.79 ......=._ 180 MP21 z -13.37 -- Member Point Loads (BLC 6 : Wind Load AZ/ 90) -Member Label Direction Maanitude'.:1'16, k-ft) 1 = MP1 X -54.71= 2 MP3 X -10.6j_ "3 MP2 X -10.S,- 4 MP4 X -12.55 5 MP2 X -60.21 6 -MP4 X -12.9 7 MP2 X -18.43 8 MP13 X -26.49 9 MP14 X -2.73 10 MP15 X -50.4 11 MP16 X -30.82 12 MP16 X -30.82 13 MP13 X -23.72 14 M47 X -566.9 15 MS X -884.29 16 M50A X -1315.93 17 M47 X -738.05 18 MPS X -86.98 19 MP? X -32.1 20 MP6 X -32.1 21 MPS X -12.55 22 MP6 X -122.02 23 MPS X -18.92 24 --MP6 X -26.75-= 25 -MP17 X -35.86 26 MP18 X -4.59 27 MP19 X -69.77 28 MP20 X -39.08 29 MP20 X -39.08 30 MP17 X -32.76 31 M46A X -566.9 32 M7 X -884.29 33 M51A X -1315.93 34 M46A X -738.05 35 MP9 X -86.98 36 MP11 X -32.1 37 MP10 X -32.1 RISA-3D Version 19 [ CA-1572 NS0028.r3d J 1/24/2022 4:02:30 PM Checked By : ___ _ Location llft % )1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Location 11ft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 Page 19 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 6 : Wind Load AZ/ 90) (Continued) Member Label Direction Maanitude llb k-ftl 38 MP12 X -12.55 39 MP10 X -122.02 40 MP12 X -18.92 41 MP10 X -26.75 42 MP21 X -35.86 43 MP22 X -4.59 44 MP23 X -69.77 45 MP24 X -39.08 46 MP24 X -39.08 47 MP21 X -32.76 48 M46B X --566.9 49 M6 X -884.29 50 M49 X -1315.93 ~ '51 M46B X -=-=--738.05 52 MP1 X -54.71 53 MP3 X -10.61 54 MP2 X -10.61 55 MP4 X -12.55 56 MP2 X --60.21 57 MP4 X -12.9 58 MP2 X -18.43 59 MP13 X --26.49 60 MP14 X -2.73 61 MP15 X -50.4 62 MP16 X -30.82 63 MP16 X -30.82 64 MP13 X -23.72 65 MP5 X -86.98 66 MP? X -32.1 67 MP6 X -32.1 68 MPS X -12.55 69 MP6 X --122.02 70 MPS X -18.92 71 MP6 X -26.75 72 MP17 X -35.86 73 MP18 X -4.59 74 MP19 X -69.77 75 MP20 X -39.08 76 MP20 X -39.08 77 MP17 X --32.76 78 MP9 X -86.98 79 MP11 X -32.1 80 MP10 X -32.1 81 MP12 X --12.55 82 MP10 X --1 22.02 83 MP12 X --18.92 84 MP10 X -26.75 85 MP21 X -35.86 86 MP22 X -4.59 87 MP23 X -69.77 88 MP24 X -39.08 89 MP24 X -39.08 90 MP21 X -32.76 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By :---- Location l(ft %)1 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 - 0 0 0 0 0 -:;~ 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 20 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 7 : Wind Load AZ/ 120) Member Label Direction Maanitude fib k-ftl 1 MP1 X -56.69 2 MP3 X -15.39 3 MP2 X -15.39 4 MP4 X -10.87 5 MP2 X -69.98 6 MP4 X -12.91 7 MP2 X -18.36 8 MP13 X -25.65 9 MP14 X -2.9 10 MP15 X -49.24 11 MP16 X --29.07 12 MP16 X -29.07 13 MP13 X -23.15 14 M47 X .c..:s:z... -490.95 15 M5 X -765.82 16 M50A X -1139.63 17 M47 X -639.17 18 MPS X -56.69 19 MP7 X --15.39 20 MPS X -15.39 21 MPS X -10.87 22 MP6 -....x --69.98 23 MPS X -12.91 24 MP6 X -18.36 25 MP17 X -25.65 26 MP18 X -2.9 27 MP19 X -49.24 28 MP20 X -29.07 29 MP20 X -29.07 30 MP17 X -23.15 31 M46A X -490.95 32 M7 X --765.82 33 M51A X -1139.63 34 M46A X -639.17 35 MP9 X -84.65 36 MP11 X -34 37 MP10 X -34 38 MP12 X -10.87 39 MP10 X -123.51 40 MP12 X -18.12 41 MP10 X -25.57 42 MP21 X -33.76 43 MP22 X -4.51 44 MP23 X --66.01 45 MP24 X --36.22 46 MP24 X -36.22 47 MP21 X -30.99 48 M46B X -490.95 49 M6 X -765.82 50 M49 X -1139.63 51 M46B X -639.17 52 MP1 X -56.69 53 MP3 X -15.39 54 MP2 X -15.39 55 MP4 X -10.87 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location lift %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 - 2.3 2.4 10 --=----=- 1.5 8.5 5.5 6 1.s=- 1.5 2.6 -6.5- 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 - 1.5 - 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 - 2.3 - 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 Page 21 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 7 : Wind Load AZI 120) (Continued) Member Label Direction Magnitude [lb k-ftl 56 MP2 X -69.98 57 MP4 X -12.91 58 MP2 X -18.36 59 MP13 X -25.65 60 MP14 X -2.9 61 MP15 X -49.24 62 MP16 X -29.07 63 MP16 X -29.07 64 MP13 X -23.15 65 MPS X -56.69 66 MP7 -X -15.39 67 MP6 X -15.39 68 MPS X -10.87 69 MP6 -=-I--"'-X -69.98 70 MPS X -12.91 71 MP6 X -18.36 72 MP17 X -25.65 73 MP18 X -2.9 74 MP19 ·-X -49.24 75 MP20 X -29.07 76 MP20 X -29.07 77 MP17 --X -23.15 78 MP9 X -84.65 79 MP11 X -34 80 MP10 X -34 81 MP12 X -10.87 82 MP10 X -1 23.51 83 MP12 X -18.12 84 MP10 X -25.57 85 MP21 X -33.76 86 MP22 X -4.51 87 MP23 -X -66.01 88 MP24 X -36.22 89 MP24 X -36.22 90 MP21 X -30.99 91 MP1 z 32.73 92 MP3 z 8.88 93 MP2 z 8.88 94 MP4 z 6.27 95 MP2 z 40.41 96 MP4 z 7.45 97 MP2 z 10.6 98 MP13 z 14.81 99 MP14 --z 1.68 100 MP15 -z 28.43 101 MP16 z 16.79 102 MP16 z 16.79 103 MP13 z 13.37 104 M47 z 283.45 105 MS z 442.15 106 M50A z 657.96 107 M47 z 369.02 108 MPS z 32.73 109 MP7 z 8.88 110 MP6 z 8.88 RISA-3D Version 19 [ CA-1572 NS0028.r3d] - 1/24/2022 4:02:30 PM Checked By : ___ _ Location l(ft %)1 0 0 0 0 0 0 0 0 0 0 -0 0 0 -0 0 -0 0 0 -·· 0 0 0 -0 0 0 0 0 0 0 0 0 -0 -0 0 0 0 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 ~ 0.7 -6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 Page 22 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 7 : Wind Load AZI 120) (Continued) Member Label Direction Magnitude [lb k-ft] 111 MPS z 6.27 112 MP6 z 40.41 113 MPS z 7.45 114 MP6 z 10.6 115 MP17 z 14.81 116 MP18 z 1.68 117 MP19 z 28.43 118 MP20 z 16.79 119 MP20 z 16.79 120 MP17 z 13.37 121 M46A z 283.45 122 M7 z 442.15 123 M51A z 657.96 124 -M46A z 369.02 =----=--- 125 MP9 z 48.87 126 -MP11 z 19.63 127 MP10 z 19.63 128 MP12 z 6.27 129 z 71.31 -- 130 MP12 z 10.46 131 MP10 z 14.77 132 z 19.49.= --==-_ 133 MP22 z 2.61 134 MP23 z 38.11 135 MP24 z 20.91 136 MP24 z 20.91 137 MP21 z 17.89 138 M46B z 283.45 139 M6 z 442.15 140 M49 z 657.96 141 M46B z 369.02 142 MP-t-z 32.73 143 MP3 z 8.88 144 MP2 z 8.88 145 MP4 z 6.27 146 MP2 z 40.41 147 MP4 z 7.45 148 MP2 z 10.6 149 MP13 z 14.81 150 MP14 z 1.68 151 MP15 z 28.43 152 MP16 z 16.79 153 MP16 z 16.79 154 MP13 z 13.37 155 MPS z 32.73 156 MP7 z 8.88 157 z 8.88 158 MPS z 6.27 159 MP6 z 40.41 160 MPS z 7.45 161 MP6 z 10.6 162 MP17 z 14.81 163 MP18 z 1.68 164 MP19 z 28.43 165 MP20 z 16.79 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location l<ft %)1 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 23 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 7: Wind Load AZ/ 120) (Continued) Member Label Direction Magnitude [lb k-ft] 166 MP20 z 16.79 167 MP17 z 13.37 168 MP9 z 48.87 169 MP11 z 19.63 170 MP10 z 19.63 171 MP12 z 6.27 172 MP10 z 71.31 173 MP12 z 10.46 174 MP10 z 14.77 175 MP21 z 19.49 176 -MP22 z 2.61 177 MP23 z 38.11 178 MP24 z 20.91 179 1-..:.. MP24 z ,a:..:-20:91- 180 MP21 z 17.89 Member Point Loads (BLC 8 : Wind Load AZ/ 135) -Member Label Direction Maiimude [lb k-ft] ~ 1cz MP1 X --53.9 2..._ MP3 X -17.63 IT MP2 X -1T63 4 MP4 X -8.87 5 MP2 X -71.71 6 MP4 X -11 .96 7 MP2 X -16.96 8 MP13 X -23.15 9 MP14 X -2.81 10 MP15 X -44.77 11 MP16 X -25.68 12 MP16 X -25.68 13 MP13 X -21.03 14 M47 X -400.86 15 M5 X -625.29 16 M50A X -930.5 17 M47 X -521.88 18 MPS X -40.72 19 MP7 X -8.86 20 MP6 X -8.86 21 MPS X -8.87 22 MP6 X -46.48 23 MPS X -9.5 24 = MP6 X ~3.55 25 MP17 X -19.33 26 MP18 X -2.05 27 MP19 X -36.86 28 -MP20 X ----=22:31 29 MP20 X -22.31 30 MP17 X -17.34 31 M46A X -400.86 32 M7 X -625.29 33 M51A X -930.5 34 M46A X -521.88 35 MP9 X -67.08 36 MP11 X -26.4 37 MP10 X -26.4 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location [(ft %)1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Location [(ft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 Page 24 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number Model Name : CA -1572 NS0028 Member Point Load• (BLC 8: Wind Load AZ/ 135} (Continued} Member Label Direction Maanitude fib k-ftl 38 MP12 X -8.87 39 MP10 X -96.94 40 MP12 X -14.42 41 MP10 X -20.36 42 MP21 X -26.98 43 MP22 X -3.57 44 MP23 X -52.67 45 MP24 X -29.05 46 MP24 X -29.05 47 MP21 X --24.73 48 M468 X --400.86 49 M6 X -625.29 50 M49 X -930.5 51 M468 X -----""'EC: -521 .88 52 MP1 X -53.9 53 MP3 X --17.63 54 MP2 X -17.63 55 MP4 X -8.87 56 MP2 X ·---71.71 57 MP4 X ,--11.96 58 MP2 X -16.96 59 MP13 X -23.15 60 MP14 X -2.81 61 MP15 X -44.77 62 MP16 X -25.68 63 MP16 X -25.68 64 MP13 X -21.03 65 MPS X -40.72 66 MP7 X -8.86 67 MP6 X -8.86 68 MPS X -8.87 69 MP6 X --46.48 70 MPS X -9.5 71 MP6 X -13.55 72 MP17 X -19.33 73 MP18 X -2.05 74 MP19 X -36.86 75 MP20 X -22.31 76 MP20 X -22.31 77 MP17 X -17.34 78 MP9 X -67.08 79 MP11 X -26.4 80 MP10 X -26.4 81 MP12 X --8.87 82 MP10 X --96.94 83 MP12 X -14.42 84 MP10 X ---20.36 85 MP21 X -26.98 86 MP22 X -3.57 87 MP23 X -52.67 88 MP24 X -29.05 89 MP24 X -29.05 90 MP21 X -24.73 91 MP1 z 53.9 92 MP3 z 17.63 RISA-3D Version 19 [ CA-1572 NS0028.r3d] 1/24/2022 4:02:30 PM Checked By : ___ _ Location I (ft % l1 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 - 1.5 8.5 5.5 -~ 0 0 ~ 0 0 0 -0 0 0 -- 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 -- 0 - 0 0 0 0 0 0 0 0 6 1.5 Page 25 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 8: Wind Load AZI 135) (Continued) Member Label Direction Magnitude [lb k-ft) 93 MP2 z 17.63 94 MP4 z 8.87 95 MP2 z 71 .71 96 MP4 z 11.96 97 MP2 z 16.96 98 MP13 z 23.15 99 MP14 z 2.81 100 MP15 z 44.77 101 MP16 z 25.68 102 MP16 z 25.68 103 MP13 z-21.03 104 M47 z 400.86 105 MS z 625.29 106 M50A ,_ 2 930.5 107 M47 z 521.88 108 MPS -z 40.72 109 MP7 z 8.86 110 MP6 z 8.86 111 MPS -Z 8.87 112 MP6 z 46.48 113 MPS z 9.5 114 MPS -z 13.55 115 MP17 z 19.33 116 MP18 z 2.05 117 MP19 z 36.86 118 MP20 z 22.31 119 MP20 z 22.31 120 MP17 z 17.34 121 M46A z 400.86 122 M7 z 625.29 123 M51A z 930.5 124 M46A -l.-521 .88 125 MP9 z 67.08 126 MP11 z 26.4 127 MP10 z 26.4 128 MP12 z 8.87 129 MP10 z 96.94 130 MP12 z 14.42 131 MP10 z 20.36 132 MP21 z 26.98 133 MP22 z 3.57 134 MP23 z 52.67 135 MP24 z 29.05 136 MP24 -z 29.05 137 MP21 -z 24.73 138 M46B z 400.86 139 M6 __z_ 625.29 140 M49 z 930.5 141 M46B z 521 .88 142 MP1 z 53.9 143 MP3 z 17.63 144 MP2 z 17.63 145 MP4 z 8.87 146 MP2 z 71.71 147 MP4 z 11.96 RISA-3D Version 19 [ CA-1572 NS0028.r3d J 1/24/2022 4:02:30 PM Checked By : ___ _ Location l(ft o/oll 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4- 10 1.5 = 8c5- 5.5 --6 1.5 1.5 --2.6 6.5 1.5 -==-2.3._ 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5-:5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 72.3 --2.4 10 .....1.5 8.5 5.5 0 0 0 0 0 0 Page 26 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 8: Wind Load AZI 135) (Continued) Member Label Direction Maanitude rib k-ftl 148 MP2 z 16.96 149 MP13 z 23.15 150 MP14 z 2.81 151 MP15 z 44.77 152 MP16 z 25.68 153 MP16 z 25.68 154 MP13 z 21.03 155 MPS z 40.72 156 MP7 z 8.86 157 MPS z 8.86 158 MPS -z 8.87 159 MPS z 46.48 160 MPS z 9.5 161 MPS -~ z 13.55 162 MP17 z 19.33 163 MP18 -z 2.05 164 MP19 z 36.86 165 MP20 z 22.31 166 MP20 -z 22.31 167 MP17 z 17.34 168 MP9 z 67.08 169 M2.11 z 26.4 170 MP10 z 26.4 171 MP12 z 8.87 172 MP10 z 96.94 173 MP12 z 14.42 174 MP10 z 20.36 175 MP21 z 26.98 176 MP22 z 3.57 177 MP23 z 52.67 178 MP24 z 29.05 179 MP24 -z 29.05 180 MP21 z 24.73 Member Point Loads (BLC 9: Wind Load AZI 150) Member Label Direction Maanitude llb, k-ftl 1 MP1 X -43.49 2 MP3 X -16.05 3 MP2 X -16.05 4 MP4 X -6.27 5 MP2 X -61.01 6 MP4 -X -9.46 - 7 MP2 ~ X -13.38 8 MP13 X -17.93 9 MP14 X -2.3 10 MP15 X -34.88 11 MP16 X -19.54 12 MP16 X -19.54 13 MP13 X -16.38 14 M47 X -283.45 15 MS X -442.15 16 MS0A X -657.96 17 M47 X -369.02 18 MPS X -27.35 19 MP7 X -5.3 RISA-3D Version 19 [ CA-1572 NS0028.r3d] ~ - -=r. =-- - ·-· --~ - - 1/24/2022 4:02:30 PM Checked By : ___ _ Location flft %)1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Location flft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 Page 27 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads {BLC 9 : Wind Load AZ/ 150) {Continued) Member Label Direction Maanitude llb k-ftl 20 MP6 X -5.3 21 MPS X -6.27 22 MP6 X -30.1 23 MPS X -6.45 24 MP6 X -9.21 25 MP17 X -13.25 26 MP18 X -1.37 27 MP19 X -25.2 28 MP20 X -15.41 29 MP20 X -15.41 30 -MP17 X -1 1.86 - 31 M46A X -283.45 32 M7 X -442.15 33 ,_ =-M51A X -657.96 ~ 34 M46A X -369.02 35 -MP9 X -43.49 36 MP11 X -16.05 37 MP10 X -16.05 38 -MP12 X -6.27- 39 MP10 X -61.01 40 MP12 X -9.46 41-~ -MP10 X ,.:j3 38 42 MP21 X -17.93 43 MP22 X -2.3 44 MP23 X -34.88 45 MP24 X -19.54 46 MP24 X -19.54 47 MP21 X -16.38 48 M46B X -283.45 49 M6 X -442.15 50 M49 X -657.96 - 51 --M46B X -369.02 - 52 MP1 X -43.49 53 MP3 X -16.05 54 MP2 X -16.05 55 MP4 X -6.27 56 MP2 X -61.01 57 MP4 X -9.46 58 MP2 X -13.38 59 MP13 X -17.93 -60 MP14 X -2.3 61 MP15 X -34.88 62 -MP16 X -19.54 63 -MP16 X -19.54 ........ 64 -· MP13 X -16.38 - 65 MPS X -27.35 66 __ MP7 X -5.3 -- 67 MP6 X -5.3 68 MPS X -6.27 69 MPS X -30.1 70 MPS X -6.45 71 MP6 X -9.21 72 MP17 X -13.25 73 MP18 X -1.37 74 MP19 X -25.2 RISA-3D Version 19 I CA-1572 NS0028.r3d I 1/24/2022 4:02:30 PM Checked By : ___ _ Location [(ft %)1 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 28 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA-1572 NS0028 Member Point Loads {BLC 9: Wind Load AZ/ 150) {Continued) Member Label Direction Maanitude fib k-ftl 75 MP20 X -15.41 76 MP20 X -15.41 77 MP17 X -11 .86 78 MP9 X -43.49 79 MP11 X -16.05 80 MP10 X -16.05 81 MP12 X -6.27 82 MP10 X -61.01 83 MP12 X -9.46 84 MP10 X -13.38 --S5 MP21 X --17.93 86 MP22 X -2.3 87 MP23 X -34.88 +88 MP24 X -=-=--19.54 89 MP24 X -19.54 1)0 MP21 X -16.38 91 MP1 z 75.33 92 MP3 z 27.8 93 MP2 z -27.8 94 MP4 z -10.87 95 MP2 z 105.67 _96 MP4 z -16.39 ---- 97 MP2 z 23.17 98 MP13 z 31.06 99 MP14 z -3.98 100 MP15 z 60.42 101 MP16 z 33.84 102 MP16 z 33.84 103 MP13 z 28.37 104 M47 z 490.95 105 M5 z 765.82 -f106 M50A z -1139.63 107 M47 z 639.17 108 MPS z 47.38 109 MP7 z 9.19 110 MP6 z 9.19 111 MPS z 10.87 112 MP6 z 52.14 113 MPS z 11.17 114 MP6 z 15.96 115 MP17 z 22.94 116 MP18 z 2.36 117 MP19 z 43.64 -118 MP20 z -26.69 -119 MP20 z -26.69 120 MP17 z 20.54 -[j21 M46A z 490.95 122 M7 z 765.82 123 M51A z 1139.63 124 M46A z 639.17 125 MP9 z 75.33 126 MP11 z 27.8 127 MP10 z 27.8 128 MP12 z 10.87 129 MP10 z 105.67 RISA-3D Version 19 [ CA-1572 NS0028.r3d) 1/24/2022 4:02:30 PM Checked By : ___ _ Location [(ft %)1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 6 1.5 1.5 2.6 6.5 1.5 --- 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 Page 29 IIIRISA ANEMETSCHEKCOMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 9: Wind Load AZ/ 150) (Continued) Member Label Direction Maanitude fib k-ftl 130 MP12 z 16.39 131 MP10 z 23.17 132 MP21 z 31 .06 133 MP22 z 3.98 134 MP23 z 60.42 135 MP24 z 33.84 136 MP24 z 33.84 137 MP21 z 28.37 138 M46B z 490.95 139 M6 z 765.82 140 M49 z -1139.63 141 M46B z 639.17 142 MP1 z 75.33 143 MP3 z -,-27.8 144 MP2 z 27.8 145 MP4 z 10.87 146 MP2 z 105.67 147 MP4 z 16.39 148 MP2 z .......... 23.17 149 MP13 z 31.06 150 MP14 z 3.98 151 MP15 z --60.42 152 MP16 z 33.84 153 MP16 z 33.84 154 MP13 z 28.37 155 MPS z 47.38 156 MP7 z 9.19 157 MP6 z 9.19 158 MP8 z 10.87 159 MP6 z 52.14 160 MP8 z 11.17 161 MP6 z -15.96 162 MP17 z 22.94 163 MP18 z 2.36 164 MP19 z 43.64 165 MP20 z 26.69 166 MP20 z 26.69 167 MP17 z 20.54 168 MP9 z 75.33 169 MP11 z 27.8 170 MP10 z 27.8 171 MP12 z 10.87 172 MP10 z 105.67 173 MP12 z 16.39 174 MP10 z -23.17 175 MP21 z 31.06 176 MP22 z 3.98 177 MP23 z 60.42 178 MP24 z 33.84 179 MP24 z 33.84 180 MP21 z 28.37 RISA-3D Version 19 I CA-1572 NS0028.r3d J 1/24/2022 4:02:30 PM Checked By : ___ _ Location l(ft %)1 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 - 5.5 0 ~ ~ 0 0 - 0 0 o .- 0 - 0 - -o - 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 - 0 - 0 0 0 0 0 0 Page 30 IIIRISA A NEMETSCHEI< COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Load$ (BLC 23 : Seismic Load Z) Member Label Direction Maanitude fib k-ftl 1 MP1 z -19.24 2 MP3 z -13.23 3 MP2 z -4.81 4 MP4 z -7.89 5 MP2 z -24.26 6 MP4 z -14.28 7 MP2 z -13.25 8 MP13 z -21.16 9 MP14 z -2.5 10 MP15 z -9.76 11 MP16 -z -25.25 12 MP16 z -25.25 13 MP13 z -7.7 14 M47 -=-= z -21.64 15 MS z -19.24 16 MS0A z -161.6 17 M47 z -137.55 18 MPS z -19.24 19 MP7 -z -13.23 20 MPS z -4.81 21 MPS z -7.89 22 MPS --z -24.26 23 MPS z -14.28 24 MPS z -13.25 25 MP17 z -21.16 26 MP18 z -2.5 27 MP19 z -9.76 28 MP20 z -25.25 29 MP20 z -25.25 30 MP17 z -7.7 31 M46A z -21.64 32 M7 -z -19.24 33 M51A z -161.6 34 M46A z -137.55 35 MP9 z -19.24 36 MP11 z -13.23 37 MP10 z -4.81 38 MP12 z -7.89 39 MP10 z -24.26 40 MP12 z -14.28 41 MP10 z -13.25 42 MP21 z -21 .16 43 MP22 z -2.5 44 MP23 -z -9.76 45 MP24 z -25.25 46 MP24 z -25.25 47 MP21 z -7.7 48 M46B z -21.64 49 M6 z -19.24 50 M49 z -161.6 51 M46B z -137.55 52 MP1 z -19.24 53 MP3 z -13.23 54 MP2 z -4.81 55 MP4 z -7.89 RISA-3D Version 19 [ CA-1572 NS0028.r3d] - 1/24/2022 4:02:30 PM Checked By : ___ _ Location [(ft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 -2.3 2.3 2.4 10 1.5 8.5 5.5 6 --· 1.5 1.5 2.6 -6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 -1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 -6 -2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 Page 31 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 23 : Seismic Load Z) (Continued) Member Label Direction Maanitude llb k-ftl 56 MP2 z -24.26 57 MP4 z -14.28 58 MP2 z -13.25 59 MP13 z -21.16 60 MP14 z -2.5 61 MP15 z -9.76 62 MP16 z -25.25 63 MP16 z -25.25 64 MP13 z -7.7 65 MPS z -19.24 66 MP7 -z -13.23 67 MP6 z -4.81 68 MPS z -7.89 69 MP6~ z -24.26 70 MPS z -14.28 71 MP6 z -13.25 72 MP17 z -21 .16 73 MP18 z -2.5 74 Mp;w... z -9.76 75 MP20 z -25.25 76 MP20 z -25.25 77 MP--12:.. z -7.7 - 78 MP9 z -19.24 79 MP11 z -13.23 80 MP10 z -4.81 81 MP12 z -7.89 82 MP10 z -24.26 83 MP12 z -14.28 84 MP10 z -13.25 85 MP21 z -21.16 86 MP22 z -2.5 87 MP23-z -9.76 88 MP24 z -25.25 89 MP24 z -25.25 90 MP21 z -7.7 Member Point Loads (BLC 24 : Seismic Load X) Member Label Direction Maanitude llb k-ftl 1 MP1 X -19.24 2 MP3 X -13.23 3 MP2 X -4.81 4 MP4 -=-X -7.89 5 MP2 X -24.26 6 MP4 X -14.28 7 MP2 X -13.25 8 MP1'3 X -21.16 9 MP14 X -2.5 10 MP15 X -9.76 11 MP16 X -25.25 12 MP16 X -25.25 13 MP13 X -7.7 14 M47 X -21.64 15 MS X -19.24 16 MS0A X -161 .6 17 M47 X -137.55 RISA-3D Version 19 I CA-1572 NS0028.r3d J - - - - -- - 1/24/2022 4:02:30 PM Checked By :---- Location rrrt %)1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Location f(ft %)1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 Page 32 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Point Loads (BLC 24 : Seismic Load X) (Continued) Member Label Direction Maanitude llb k-ftl 18 MPS X -19.24 19 MP7 X -13.23 20 MP6 X --4.81 21 MP8 X -7.89 22 MP6 X -24.26 23 MP8 X -14.28 24 MP6 X -13.25 25 MP17 X -21 .16 26 MP18 X -2.5 27 MP19 X -9.76 28 -MP20 X -2s.2s- 29 MP20 X -25.25 30 MP17 X -7.7 -31 --M46A X =--21.64~ 32 M7 X -19.24 33 -M51A X ~ -161.e- 34 M46A X -137.55 35 MP9 X -19.24 36 -MP11 X .~.23 37 MP10 X :.t.81 38 MP12 X -7.89 39 --MP10 X -~26 40 MP12 X -14.28 41 MP10 X -13.25 42 MP21 X -21 .16 43 MP22 X -2.5 44 MP23 X -9.76 45 MP24 X -25.25 46 MP24 X -25.25 47 MP21 X -7.7 48 M46B X -21.64 49 -M6 X ' -19:2-4 50 M49 X -161.6 51 M46B X -137.55 52 MP1 X -19.24 53 MP3 X -13.23 54 MP2 X --4.81 55 MP4 X -7.89 56 MP2 X -24.26 57 MP4 X -14.28 58 MP2 X -13.25 59 MP13 X -21.16 60 MP14 X -2.5 61 -MP15 X cc -9:76 62 -MP16 X -25:25 63 MP16 X -25.25 64 MP13 X ~7...1- 65 MPS X -19.24 66 MP7 X -13.23 67 MP6 X --4.81 68 MP8 X -7.89 69 MP6 X -24.26 70 MP8 X -14.28 71 MP6 X -13.25 72 MP17 X -21.16 RISA-3D Version 19 I CA-1572 NS0028.r3d J 1/24/2022 4:02:30 PM Checked By : ___ _ Location Ifft % \1 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 6 1.5 1.5 2.6 6.5 1.5 2.3 2.6 0.7 6 2.3 2.3 2.4 10 1.5 8.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 33 -= • IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA-1572 NS0028 Member Point Loads (BLC 24 : Seismic Load X) (Continued) Member Label Direction Maanitude [lb k-ftl 73 MP18 X -2.5 74 MP19 X -9.76 75 MP20 X -25.25 76 MP20 X -25.25 77 MP17 X -7.7 78 MP9 X -19.24 79 MP11 X -13.23 80 MP10 X -4.81 81 MP12 X -7.89 82 MP10 X -24.26 83 MP12 X --14.28 84 MP10 X -13.25 85 MP21 X -21.16 86 MP22 X -.-a. -2.5 87 MP23 X -9.76 88 MP24 X -25.25 89 MP24 X .--25.25 90 MP21 X -7.7 Member Distributed Loads (BLC 1 : Self Weight) Member Label Direction Start Maanitude llb/ft F osf:1<-ft/ftl rEnd Maanitude llb/ft F osf k-ft/ft 1 M1 y -11.28 -11.28 2 M5 y -11.28 -11.28 3 M7 y -11 .28 -11.28 4 M6 y -11.28 -11.28 5 M50A y -11.28 -11.28 6 M51A y -11.28 -11.28 7 M49 y -11.28 -11.28 8 M47 y -7.38 -7.38 9 M46A y -7.38 -7.38 10 M46B y -7.38 -7.38 Member Distributed Loads (BLC 10: Dlstr. Wind Load ZJ 1/24/2022 4:02:30 PM Checked By :---- Location l(ft %)1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -"'=-~i:sr 0 0 - 0 0 Start Location l(ft %\' End Locltiol'fl(fr.o/ol 0 %100 0 %100 0 %100 0 %100 0 %84 0 %84 0 %84 0 %100 0 %100 0 %100 Member Label Direction Start Magnitude [lb/ft F osf k-ft/ftl End Maanitude llb/ft F osf, k-ft/ftl Start Location [(ft %)] End Location 11ft %11 1 M1 z -11.519 -11.519 0 %100 2 MS z -13.467 -13.467 0 %100 3 M7 z -13.467 -13.467 0 %100 4 M6 z -13.467 -13.467 0 %100 5 MS0A z -14.143 -14.143 0 %100 6 M51A z -14.143 -14.143 0 %100 7 M49 z -14.143 --14.143 0 %100 :;;;; 8 M47 z -15.129 =--15.129 0 %100 -9 M46A z -15.129 -15.129 0 %100 10 M46B z -15.129 -15.129 0 %100 11 M14 sz -25.42 -25.42 0 %100 12 M15 sz -25.42 -25.42 0 %100 13 M16 sz -25.42 -25.42 0 %100 14 MP4 sz -25.42 -25.42 0 %100 15 MP3 sz -25.42 -25.42 0 %100 16 MP2 sz -25.42 -25.42 0 %100 17 MP1 sz -25.42 -25.42 0 %100 18 M25 sz -25.42 -25.42 0 %100 19 M26 sz -25.42 -25.42 0 %100 RISA-3D Version 19 [ CA-1572 NS0028.r3d] Page 34 IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA-1572 NS0028 Member Distributed Loads (BLC 10: Dlstr. Wind Load Z) (Continued) 1/24/2022 4:02:30 PM Checked By : ___ _ Member Label Direction Start Magnitude llb/ft F psf k-ft/ft End Magnitude llb/ft F psf k-ft/ftl Start Location [(ft %)1 End Location 11ft %)1 20 M27 sz -25.42 -25.42 0 %100 21 MP12 sz -25.42 -25.42 0 %100 22 MP11 sz -25.42 -25.42 0 %100 23 MP10 sz -25.42 -25.42 0 %100 24 MP9 sz -25.42 -25.42 0 %100 25 M36 sz -25.42 -25.42 0 %100 26 M37 sz -25.42 -25.42 0 %100 27 M38 sz -25.42 -25.42 0 %100 28 MP8 sz -25.42 -25.42 0 %100 29 MP7 sz -25.42 -25.42 0 %100 30 MP6 sz -25.42 --25.42 0 -%100 31 MPS sz -25.42 -25.42 0 %100 32 MS0 sz -25.42 -25.42 0 %100 33 M53 sz 25.42 ~ -25.42 0 --11/4100 34 M57 sz -25.42 -25.42 0 %100 35 MP16 sz -25.42 -25.42 0 -%100 36 MP15 sz -25.42 -25.42 0 %100 37 MP14 sz -25.42 -25.42 0 %100 38 MP24 sz -25A.2: -25.42 0 --%100 39 MP13 sz -25:.lT -25.42 0 %100 40 MP23 sz -25.42 -25.42 0 %100 41 MP22 sz -25A2:::. -25.42 0 --%100 42 MP21 sz -25.42 -25.42 0 %100 43 MP20 sz -25.42 -25.42 0 %100 44 MP19 sz -25.42 -25.42 0 %100 45 MP18 sz -25.42 -25.42 0 %100 46 MP17 sz -25.42 -25.42 0 %100 47 M76 sz -25.42 -25.42 0 %100 48 M77 sz -25.42 -25.42 0 %100 49 M78 sz -25.42 -25.42 0 %100 50 M79 sz -25.42 -25.42 0 %100 51 M80 sz -25.42--25.42 0 -%100 52 M81 sz -25.42 -25.42 0 %100 Member Distributed Loads (BLC 11 : Dlstr. Wind Load X) Member Label Direction Start Magnitude [lb/ft F psf k-ft/ftl End Magnitude [lb/ft F psf k-ft/ftl Start Location [(ft %)1 End Location I/ft %)1 1 M1 X -11.519 -11.519 0 %100 2 MS X -13.467 -13.467 0 %100 3 M7 X -13.467 -13.467 0 %100 4 M6 X -13.467 -13.467 0 %100 5 M50A X -14.143 -14.143 0 %100 6 M51A X -14.143= -14.143 0 -%100 7 M49 X -14.143 -14.143 0 %100 8 M47 X -15.129--15.129 0 -%100 9 M46A X -15.129 -15.129 0 %100 10 M46B X -15.12g--15.129 0 --%100 11 M14 sx -25.42 -25.42 0 %100 12 M15 sx -25.42 -25.42 0 %100 13 M16 sx -25.42 -25.42 0 %100 14 MP4 sx -25.42 -25.42 0 %100 15 MP3 sx -25.42 -25.42 0 %100 16 MP2 sx -25.42 -25.42 0 %100 17 MP1 sx -25.42 -25.42 0 %100 18 M25 sx -25.42 -25.42 0 %100 19 M26 sx -25.42 -25.42 0 %100 RISA-3D Version 19 [ CA-1572 NS0028.r3d] Page 35 f • • I) IIIRISA A NEMETSCHEK COMPANY Company : Airosmith Engineering Designer : C.D. Job Number : Model Name : CA -1572 NS0028 Member Distributed Loads (BLC 11 : Dlstr. Wind Load XJ (Continued) 1/24/2022 4:02:30 PM Checked By : ___ _ 20 Member Label Direction Start Maanitude Jib/ft F osf k-ft/ft End Maanitude Jib/ft F osf k-ft/ftl Start Location l(ft %) End Location 11ft %) M27 sx -25.42 -25.42 0 %100 21 MP12 sx -25.42 -25.42 0 %100 22 MP11 sx -25.42 -25.42 0 %100 23 MP10 sx -25.42 -25.42 0 %100 24 MP9 sx -25.42 -25.42 0 %100 25 M36 sx -25.42 -25.42 0 %100 26 M37 sx -25.42 -25.42 0 %100 27 M38 sx -25.42 -25.42 0 %100 28 MPS sx -25.42 -25.42 0 %100 29 MP7 sx -25.42 -25.42 0 %100 30 MP6 sx --25.42 -25.42 o-%100 31 MPS sx -25.42 -25.42 0 %100 32 MS0 sx -25.42 -25.42 0 %100 33 M53 sx ·-.. -25.42 -25.42 -0------%100 34 M57 sx -25.42 -25.42 0 %100 35 MP16 sx -25.42 -25.42 0 %100 36 MP15 sx -25.42 -25.42 0 %100 37 MP14 sx -25.42 -25.42 0 %100 38 MP24 sx --25.42 -25.42 .=.o %100 -39 MP13 sx --25.42 -25.42 -o %100 40 MP23 sx -25.42 -25.42 0 %100 41 MP22 sx ---25.42 -25.42 -o %100 42 MP21 sx -25.42 -25.42 0 %100 43 MP20 sx -25.42 -25.42 0 %100 44 MP19 sx -25.42 -25.42 0 %100 45 MP18 sx -25.42 -25.42 0 %100 46 MP17 sx -25.42 -25.42 0 %100 47 M76 sx -25.42 -25.42 0 %100 48 M77 sx -25.42 -25.42 0 %100 49 M78 sx -25.42 -25.42 0 %100 50 M79 SX -25.42 -25.42 0 %100 51 M80 sx --25.42 -25.42 -e---%100 52 M81 sx -25.42 -25.42 0 %100 Envelope Node Reactions Node Label X llbl LC Yllbl LC Z llbl LC MX lk-ftl LC MY lk-ftl LC MZ lk-ftl LC 1 N1 max 16094.136 6 15972.772 1 16119.386 18 514.371 2 3.002 30 513.506 14 2 min -16094.114 14 8442.728 72 -16119.418 26 -513.974 10 -3.005 6 -513.487 6 3 Totals: max 16094.136 6 15972.772 1 16119.386 18 4 min -16094.114 14 8442.728 72 -16119.418 26 Envelope A/SC 15TH (360-1 6): LRFD Member Steel Code Checks Member Shape Code Check Loclft LC Shear CheckLocfft LCohi*Pnc llb nhi*Pnt Jib ohi*Mn v-v lk-ft ohi*Mn z-z fk-ft Cb Ean 1 M1 30x0.1875 _Q,886 0 2 0.076 0 6 757847.371 1.03004e+E 586.519 586.579 1.27, H1-ft 2 M6 HSS10.000X0.500 0.641 0 2 0.19 0 1• 436723 437850 111.038 111.038 1.11~ IH1-1t 3 MS HSS10.000X0.500 0.64 0 1' 0.187 0 9 436723 437850 111.038 111.038 1.06 R1-1t 4 M7 HSS 1 0.000X0.500 0.64 0 7 0.187 0 3 436723 437850 111.038 111.038 1.06 H1-1b 5 M49 P12x.375 0.407 0 2 0.096 0 6 441929.68 i.s0237.01' 150.794 150.794 1.52, ti1-1t 6 MS0A P12x.375 0.407 0 1: 0.097 0 17441929.68 i.59237.01' 150.794 150.794 1.52, H1-1t 7 M51A P12x.375 0.407 0 7 0.097 0 41441929.68 i.59237.011 150.794 150.794 1.52, H1-1t 8 M46B P10x0.365 0.261 0 1( 0.039 0 9 322312.131 '3.48020.&4i 88.988 88.988 1.21, H1-1t 9 M47 P10x0.365 0.261 0 5 0.039 0 3 322312.131 3'8020.&4i 88.988 88.988 tz.02, H1-1t 10 M46A P10x0.365 0.261 0 1! 0.04 0 1-4 322312.131 348020.6-47 88.988 88.988 tz.03, H1-1b RISA-3D Version 19 I CA-1572 NS0028.r3d] Page 36 -f I • • Monopole Base Plate Connection 'TIA-222-H Section 15.5 Applied Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (8) 2" 0 bolts (F1554-55 N; Fy=55 ksi, Fu=75 ksi) on 36.5" BC Pu_c = 86.45 4>Pn_c • 1S5.51 Stress Rating Vu= 2.01 cj>Vn • 69.98 58.7% Base Plate Data Mu= 3.92 4>Mn ~66 Pass 42" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Base Plate Summary Stiffener Data Max Stress (ksi): 14.32 (Flexural) N/A Allowable Stress (ksi): 45 Stress Rating: 30.3% Pass Pole Data 30" x 0.1875" 18-sided pole (AS3-B-35; Fy=35 ksi, Fu=60 ksi) CCI plate -version 3.6.1 Analysis Date: 1/24/2022 [ Version 3.0.0 11 lli Drilled Pier Foundation Site :~m~~iCA-1572 I Order Number:L. ______ __,_ TIA-222 ReviSO!l:I H I Tower Type:_ Monopole . Applied Loads Comp. Uplift Moment (kip-ft)I 514.41 Axial Force (kips }I 161 Shear Force (kips) I 16.11 4.5lksi 60lksi .. I . . ...... Depth! 191ft Ext. Above Grade 0.5 ft Pier Section 1 Fn>m 0.5' abo"""""' to 19' below a,ade Pier Diameter 5 ft Rebar Quantity 18 Rebar Size 8 Clear Cover to Ties I ~ i~, Tie Size I 3 "' Groundwater ~h NIA Layer Top Bottom Thldmess (ft) (ft) (ft) 1 0 5 5 2 5 10 5 3 10 15 5 4 15 19 4 11 111 I I 11 I I n1 I ,. Analysis Results Check Llm1tat1on Soll Lateral Check CompresSJon Uplift D..., (ft from TOC) 7.90 - Soil Safety Factor 6.75 - Soll Com) tiff Apply TIA-222-H Section 15.5: I 0 ID Max Moment (kip-ft) 624.54 - Rating• 18.8" - Soll Vertlal Check -ComE_r&ssion .. ·r Upjiff Skin Friction (kips) 268.72 - End Bearing (kips) 903.50 - Weight of Concrete (kips) 68.92 - Total capacity (kips) 1172.22 - Rebar& Pier Options Axial (kips) 84.92 - Rat1n1• 6.9% -.. ··-Embedded Pole Innurs Reinforced Concrete Oledc Compression Belled Pier Inputs 1 -••• • -·• H . ~ -·• - Uplift crttical Depth (ft from TOC) 7.75 - crttical Moment (kip-ft) 624.46 - Critical Moment capacity 1700.77 - Rattnc• 35.0% -I I j ~I . I I Soll lntendlon ~, 18. ~-I I Structllnl Foundation ~ :u; n•L I I I .,,.,,.v ,. ( I 11 •Rating per TIA-222-H Section 15.5 I I B I # of Layers I .. ~mum Al,cleof Calculated Calculated Ultimate Sldn Ultimate Sldn Ult. Gross , .. ,_ Cohesion Friction Ultimate Sldn Ultimate Sldn Friction Comp Friction Uplift .. ,.. SPTllow SollType (pd) (pd) (ksf) (clepNs) Friction Comp Friction Uplft Override Override (ksf) Ca.-it¥ Count (ksf) l1lsf) (ksf) (ksf) 107 150 0 0 0.000 0.000 0.00 0.00 Cohesionless 132 150 0 39 0.000 0.000 0.93 0.70 Cohesionless 128 150 4.2 0 2.108 2.108 2.06 2.06 Cohesive 124 150 3.901 0 2.013 2.013 1.97 1.97 61.353 Cohesive I I 11 11,ili l ... Mount Structural Analysis Report (3) 11.50-Ft Sector Frame December 7, 2021 Site ID: 270178-VZW I 0/ivenhain Municipa - 0/ivenhain Municip Page 11 Mount Desktop-Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor -Passing Mount Analysis Passing Mount Analysis requires a PMI due to a modification in loading. Electronic pdf version of this can be downloaded at https://pmi.vzwsmart.com. For additional questions and support, please reach out to pmisupport@colliersengineering.com Purpose -to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the~ Post Modification Inspection Report. • Contractor is responsible for making certain the photos provided as noted below provide ~ confirmation that the installation was completed in accordance with this Passing Mount - Analysis. • Contractor shall relay any data that can impact the performance of the mount, this indu.des safety issues. -=----=-=- Base Requirements: • If installation will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. • Provide "as built mount drawings" showing contractor's name, contact information, preparer's r signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact ~ the SMART Tool vendor immediately. • Each photo should be time and date stamped • Photos should be high resolution. • Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool engineer for recommendations. • The PMI can be accessed at the~ollowing portal: https://pmi.vzwsmart.com Photo Requirements: • Photos taken at ground level o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation. o Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for all elevations that equipment was installed. • Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to installation. Mount Structural Analysis Report (3) 11.50-Ft Sector Frame December 7, 2021 Site ID: 270178-VZW I O/ivenhain Municipa - O/ivenhain Municip Page 12 o Photos showing the climbing facility and safety climb if present. o Photos showing each individual sector after installation. Each entire sector shall be in one photo to show the interconnection of members. • These photos shall also certify that the placement and geometry of the equipment on the mount is as depicted in the antenna placement diagram in this form. o Photos that show the model number of each antenna and piece of equipment installed per sector. _ Antenna & equipment placement and Geometry Confirmation: • The contractor shall-certify that the antenna & equipment placement and geometry is in accordance with the sketch and table as included in the mount analysis and noted below. -Special Instructions / Validation as required from the MA or any other informatlori the contractor deems necessary to share that was identified: Issue: 1. Contractor to install (1) new OVP pipe, 36" long P2 STD into the right standoff horizontal (as seen from behind the mount) in alpha sector. Connect to standoff at 15" from standoff end connected to monopole using crossover plate (VZWSMART-MSK6). Tip of OVP pipe shall be at 27" above the standoff. Install (1) proposed OVP onto the new OVP pipe at 12" from top of pipe. (Total of (1) 36" long P2 STD pipe and (1) VZWSMART-MSK6). Response: Contractor certifies that the climbing facility/ safety climb was not damaged or obstructed prior to starting work: -= □ Yes □ N·o Contractor certifies no ne\A/damage/obstructions created during the current instaliation: □Yes □ No Contractor to certify the condition of the safety climb and verify no obstructions when leaving the site: □ Safety climb in good condition with no obstructions □ Safety Climb Damaged □ Safety Climb Obstructed Mount Structural Analysis Report (3) 11 .50-Ft Sector Frame Comments: December 7, 2021 Site ID: 270178-VZW I O/ivenhain Municipa - O/ivenhain Municip Page I 3 □ All hardware has been properly installed, and the existing hardware was inspected. □ The material utilized was as specified on the SMART Tool engineering vendor Mount Modification Drawings and included in the material certification folder is a packing list or invoice for these materials. OR "'-D The material utilized was approved by a SMART Tool as an "equivalent',---and this approval is included as part of the contractor submission. Antenna & equipment placement and Geometry Confirmation: - -□ Th e contractor certifies that the photos support and the e_guipment on the mount is as depicted on -fhesl<etch and table included in this form and with the mounfanalys1s provided. OR D The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Special Instruction Confirmation: D The contractor has read and acknowledges the above special instructions. Certifying Individual: Company: 1----------------------------------1 Em~yee Name: 1--------------------=---------------1 Contact Phone: 1-------------------~--------------I Email: 1----------------------------------1 Date: '---------------------------------' Sector: A Structure Type: Monopole Mount Elev: 27.00 Plan View Front View Looking afStructure Ref# Model A1 AIR 6449 A6 SBNHR;1 D65B --R3 4449 A2 KRE.lQ5.2ru/1(AIR 4408) R4 8843 A6 SBNHH-1D65B Structure: 270178-VZW-Ollvenhain Municipa -Olivenhain Municip 12/7/2021 10094384 Page: 1 ~ To Structure r·····1 ~ c5 i!i t:J A6 A1 4 3 2 Height Width H Dist Pipe Pipe Ant C. Ant Ant (In) (in) Fnn L. # Pos V Pos Fnn T. H Off Status Validation 30.8 16.1 134.75 1 a Front 54 0 Added 72.6 11.9 89.75 2 ;;;; a Front 54 0 Retained 09/21/2021 -· 15 13.2 89.75 2 a Behind 36 0 Added 8.4 7.9 53 3 _ ___a Front 54 0 Added 15 13.2 53 3 a Behind 36 0 Added 72.6 11.9 2.5 4 a Front 54 0 Retained 09/21/2021 Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved -= - - Sector: B Structure Type: Monopole Mount Elev: Plan View Front View Looking at Structure Ref# Model 27.00 A2 KRE10528111(AIR 4408) R4 8843 A6 SBNHH-1D65B LA1 AIR6449 A6 SBNHH-1D658 R3 4449 Structure: 270178-VZW -Ollvenhain Munlcipa -Olivenhain Municip 12/7/2021 10094384 Page:2 ~ To Structure r·--··l c5 ~ :······~ ·a· EJ ,.t 6, : !R4 : !R3 :_ : : : -· .. , . . A6 A2 A6 A1 4 3 2 1 Height Width H Dist Pipe Pipe Ant C. Ant Ant (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation 8.4 7.9 53 3 a Front 54 0 Added 15 13.2 ; 53 3 a Behind 36 0 Added 72.6 11.9 2.5 4 a Front 54 0 Retained 09/21/2021 30.8 16.L_134.75 1 a Front 54 0 Added - 72.6 11.9 89.75 2 a Front 54 0 Retained 09/21/2021 15 13.2 89.75 2 a Behind 36 0 Added Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved ... Sector: C Structure Type: Monopole Mount Elev: Plan View Front View Looking at Structure Ref# Model A1 AIR 6449 A6 SBNHH-1D65B R3 4449 27.00 A2 KRE105281/1 (AIR 4408) R4 8843 A6 SBNHH-1D65B Structure: 270178-VZW -Olivenhain Municipa -Olivenhain Municip 12/7/2021 10094384 Page:3 ~ To Structure r·····1 =a 8 i!i D A2 A6 A1 4 3 2 Height Width H Dist Pipe Pipe Ant C. Ant Ant (In) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation 30.8 16.1 134.75 1 a Front 54 0 Added = 72.6 11.9 89.75 2 a Front 54 0 Retained.= 09/21/2021 --15 13.2 89.75 2 a Behind 36 0 Added ---8..4 7.9 53 3 a Front 54 0 AddeL_ 15 13.2 53 3 a Behind 36 0 Added 72.6 11.9 2.5 4 a Front 54 0 Retained 09/21/2021 Copyright 2019 by Tower Engineering Solutlons, LLC. All Rights Reserved Business Name Verizon Project Address Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA 92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Contact Wilson Rodriguez 1966 Olivenhain RD City Carlsbad State CA Applicant Applicant E-Mail Steven Vandenberg steven. vandenberg@taec.net Record ID #: Not in System Plan Check#: DEH2022-HHMBP-011435 Balance Due : $73.00 Telephone# Zip Code 92009 Applicant Telephone # Plan File# APN# 255-040-59 The following questions represent the facility's activities, NOT the specific project description. PART I· EIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required tor projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: S-2, U Facility's Square Footage (including proposed project): 450 D Explosive or Blasting Agents Organic Peroxides D Water Reactives 00 Corrosives D D Compressed Gases Flammable/Combustible Liquids D D D Oxidizers Pyrophorics D D Cryogenics Highly Toxic or Toxic Materials D D Other Health Hazards None of These D Flammable Solids D Unstable Reactives D Radioactives PART U: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION IHMP)· If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 9/15/2022 1. 2. 3. 4. 5. 6. 7. 8. YES NO li!l D D 00 D 00 D D D D D D 00 00 li!l li!l Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). D D D CalARP Exempt CalARP Required CalARP Complete Review Date: PART JU: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDl: If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCO prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCO prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. 1. 2. 3. 4. YES NO D 00 D D D D D li!l Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? 5. D 00 Will the project involve the removal of any load supporting structural member? Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCO factsheet at http://www.sdapcd.org/info/facts/permits.pdf (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. 6. D D Briefly describe business activities: Briefly describe proposed project: Existing wireless communications facility. Remove and replace (6) existing antennas and (6) existing RRUs. I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. l&I; Fees Acknowledged: 00 Steve Vandenberg 3/30/2022 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: ------------------------------- DATE: __________ _ EXEMPT OR NO FURTHER INFORMATION RELEASED FOR BUILDING PERMIT BUT NOT FOR RELEASED FOR OCCUPANCY REQUIRED OCCUPANCY COUNTY-HMO* APCO COUNTY-HMO APCO COUNTY-HMO APCO #~01 ¢/, (P REVIEWED oa M. Martinez St0"1ATUl!E 4/12/2022 om ... , ... *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other perm,ttmg requirements may still apply. DEHQ_HMD_HMBP _Questionnaire v 2.0 (812021) Printed on: 4/12/2022 @ 11 :29 AM