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HomeMy WebLinkAboutSUBMITTED PAPERSI e OFFICE USE ONLY BP #: / o2 t9 A Zf SECTION t TOWNSHIP I RANGE 1 ' Lio `v MAP NC ZONING LAND USE ��� Ih' !Y\`I TAT CVG % TAZ NO. �1 FLOOD ZONE FIRM MAP # 1 sr FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE RADON LIBRARY PUBLIC BLD PUBIC BID PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE GENERAL SCHOOL OAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF _ NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING _ FEES DATE SENT TO ADDRESSING: I I REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE =RECEIVED--:_----- [� DATE- COMPLETED INITIALS 3 OFFICE USE ONLY: DATE FILED: I �� /1 PLAN REVIEW FEE: - RECEIPT NO.: (� PERMIT NUMBER: 0-0 %' I CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: I. 2. 3. 4. 5. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 BY 772462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: 3100 Ocean Drive, Fort Pierce, FL 34949 PROJECT NAME: SITE PLAN NAME: M154XCO15 -Antenna PROPERTY TAX ID #. 1425-606-0083-000-3 LEGAL DESCRIPTION (attach extra sheets if necessary): SANDS ON THE OCEAN PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: common area / rooftop t, 1 i 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: . Replace three existing cabinets with two new cabinets (4'3" x 27"). II. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION e✓ EXPANSION/ADDITION [ ] INTERIOR RENOVATION (] RESIDENTIAL COMMERCIAL [ ] INDUSTRIAL OTHER (SPECIFY) I i 13. DESCRIPTION OF PROPOSED USE: wireless communications facility =14.=SQ.-F11OSCONSTRUCTION:_ _ _l5._SF.F1IstFLOOR:. 16. VALUE OF_ CONSTRUCTION:- $-204l(M"O o The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures arc not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 �. . OWNER INFORMATION NAME: Sprint PCS ADDRESS: 1 Intemational Blvd., Suite 800 CITY: Mahwah STATE: NJ ZIP: 07495 PHONE (DAYTIME): (mil) 266-5683 (representative: Tracy Snow) Email: aysllcl@gmaii.com IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: SANDS ON THE OCEAN ADDRESS: 3100 Ocean Drive CITY: Fort Pierce PHONE (DAYTIME): l—) CONTRACTOR INFORMATION STATE: FL ZIP: 34949 ST. of FL REG.CERT #: CGC1504679 ST. LUCIE COUNTY CERT #: c>2/ b BUSINESS NAME: New Tech Construction Corporation QUALIFIERS NAME: Mary Sims ADDRESS: 240 Rich Street CITY: Venice STATE: FL PHONE (DAYTIME): (_n 485-8988 FAX NO. ARCHIT/ENGINEER. Yen Wang ADDRESS: 2 South University Drive, Suite 245 CITY: Plantation PHONE (DAYTIME): (954) 577-4655 BONDING COMPANY: N/A ADDRESS: CITY: LENDER: N/A ADDRESS: CITY: STATE: FL STATE: STATE: ZIP: 34292 Email: mary@ntotowers.com ZIP: 33324 ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work -and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. Z 1'7 ""Z OWNER OR COATRACTOR SIGNATURE CONTRACTOR G ATURE STATE OF FLORID" STATE OF FLORIDA COUNTY OF YAS COUNTY OF ,I CO2 The foregoing instrument was acknowledged before me this A _ day of jghL_20a by� who is personally know or has produced I as Identification. The foregoing instrument was acknowledged before me this 11 day of �AQQASr . 20L, by who is personally known or has produced as Identification. _ _' _ e Sign k Ate of Notary Notary Public State of Flo7nd, $ Fl/ ] opa+oo Notary Public State of Florido .f¢s. i . e CnvS<r ram........ i'_1"'--- _,. -�r- a Expires 11A6/2015 o7no Expires 11/1612015_ _ w NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. Lydia Galbraith From: Tracy snow <trac.0108@verizon.net> Sent: Wednesday, September 19, 2012 9:36 AM To: Lydia Galbraith Subject: Re: 1209-0158, 3100 Ocean Drive Dan had already stated that the cabinets are gray. Does the A&E firm need to revise and resubmit the drawings? Or will the information and antenna specs Dan submitted be sufficient? Thanks, Tracy On Sep 19, 2012, at 9:28 AM, Lydia Galbraith <galbraithIPstlucieco.org> wrote: Tracy, Please provide the color of the cabinets for above property. The plans are lacking the info. Thanks, L-UAa g cfaL&CILth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772)462-6448 Email: galbraithl(@stlucieco.org Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY "•y V�t�:.VLI� 1v111 be using the following sub -contractors for the (Company/Individual Name) project located at (Street address or Property Tax ID It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will Immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 1 - ccT,WA-- GOGeO s-/P Plumbing HVAC/ Mechanical Roofing Gas I I OFFICE USE ONLY: PERMIT NUMBER: ISSUE DATE: PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 0/6 % ( :;i,— State of Florida Certification Number (If applicable): cz7a2y /� have agreed to be the (Company Name/Individual Name) %/� l sub -contractor for 171e%y %c f{ (Type of Trade) (Primary Contractor) for the project located at )/00 Q (Project Streit Address or Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No.004-00) \ \ BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE I Business Name: tA-DIYPPL J -, CDrr.r-r\L n IC 0.-- tC-W S C (. c-ty-�Co-j t hnC-- Address: City/State/Zip: � k D 1Yl --ems'-' r I"'_ OFFICE USE ONLY: PERMIT # ISSUE DATE Property Appraiser - St.Lucie C-"—sty, FL Page 1 of 1 PROPERTY RECORD CARD Sands on the Ocean Section 1 Association Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �VlCIE CO Site Address: 3100 N A1A PafcellD: 1425-606-0083-000-3 Gyy,, Seerrown/Range: Account#: 175694 l :2 Map ID: Land Use: Condo Zoning: CitylCnty; St Lucie County �e Ownership and Mailing Legal Description Owner: Sands on the Ocean Section 1 Association SANDS ON THE OCEAN- SECTION 1- 30 GARAGES Address: 3100 N A1A Fort Pierce FL 34949 Sales Information Assessment 2012 TRIM Total Land and Building Date Price Code Deed Book/Page 2012 TRIM: 210000 Land Value: 0 Acres: 0.02 Assessed: 210000 Building Value: 210000 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: 0 Taxable: 210000 Taxes: 4248.58 BUILDING INFORMATION No Sketch Available No Image Available Exterior Features View: - RoofCover: - RoofStmct: - ExtType: - YearBlt: Frame: - Grade: - EfrYrBit: PrimeWall: - SloryHght: - No.Units: SecWall: - Interlor Features BedRooms: 0 Electric: - PrminlWall: - FullBath: 0 HeatType: - AvgHtlFI: 1I28ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qly. Units Qual. Cord. YrBIt. No. Land Use Type Measure Depth PGAR - Condo GAR Y 30 7000 AV AV 1983 1 0400-Condo OF -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/paslc/pre.asp?prclid=142560600830003 9/4/2012 Winch - VJ aasemapmaraus m ®Cv uniution ToweK - � Hidadc StrucLures (accurary problems-chttlswRF' ® 0 Hisbvdc Sites T R Address Mader ff 0 Misc Addresses m 0 ManagedCMFaci(dies a [d Sheets I ;d © Major Roads 0. 0 Sections 01 0 CaadalC.ACWline 01 Airpod Runway JI Annmfi.s f.•.1 ❑ Municipar6es 01 0 Ovod y2ones y ❑ LOMAC m �] FMM Map Pages ; 0 Flood Zones `y f0 0 petdions ;g 0 Ste Peru Ol 0 Historic Site Plum (work in progress) i8 E1 Zoning R Future Land Vse (y 0 $W,d Weste Semce Area 1) 0 County Boundary 0i 0 0rcrtyseN,aA2ae LO 0 Pahl&Preserves O) 0 Mobile Home Pahl' 0I 0 Subdiv M.. ❑ Hydrology Heroes 63 B Major Hydrology .. ❑ Hydrology gi 0 Mp Codes a c� n A.dM'PIH19 1006 .�.� tj ®'� yO '°� Is nd n I E•ri I� � � OTO��I4d�a@�:a' 99 � � � "k �-pa�IB 3120.3OA 31120;7, 5,,,,O6 43 [Al _ .. 31001PFW05 ... ,.. - 34949 i Ft Pierce, wRP _ ;31009 3 uo J70090 �3100.53' 4 (31U0 901 3100391' " +� 3100 PHA02. p' r -- 3100PHA01f 310 PC: � a ... XPit) Dole _ EOWN9211Q389M Feet Tuesday, Sep 04, 2012 01:05 PM SEP-06-201311:11 From: E' To1-"7.4626443 Page:1/2 f AW WAo L« CONSTRUCTION- IN September 6, 2013 St. Lucie County Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34274 Fax (772) 462-6443 Permit Number 1209- 158 Site Name: 54XC 11,5 Address: 3100 N A 1 A PROJECT, FORT PIERCE, FL Attention: Building Official I, Mary Sims, CGC1504679, with New Tech Construction, am requesting an extension on Building Permit 1209-0158 due to equipment delays. Please contact Mary Watson, 407-485-8988, marv.watson(a-)ntctowers.com for any extension fees due or if you need additional information Thank you for your help. Sincerely, Mary Sims COC1504679 New Tech Construction P.O. Box 1543 • Nokomis, Florida 34274 RECEIVED SEP 06 2013 Phone: 941-485-8988 9 Fax: 941-485-5841 SEP-06-201311:11 From: Toy--74826443 Page:2/2 ,St,';6"g4e l Planning a Development services ADVANCED NOTICE OF EXPIRATION - CONTRACTOR 9uilding 8 Code Regulation Division 2300 Wginla Avenue Fort Pierce, FL 34982 Phone:I772)462-2172 Fax:1772I462-6443 August 14. 2013 27380 NEW TECH CONSTRUCTION CORP MARY S SIMS P.O. BOX 1543 NOKOMIS, FL 34274 RE: Building Permit Number Permit Type Job Location Date Issued Expiration Date DEAR APPLICANT: 1209-0168 Utility 3100 N A 1 A PROJECT 1012612012 9/12/2013 MT5WC01y PLEASE BE ADVISED THAT YOUR PERMIT REFERENCED ABOVE IS GOING TO EXPIRE WITHIN THE NEXT 30 DAYS. SEETHE ABOVE EXPIRATION DATE. IN ACCORDANCE WITH ST. LUCIE COUNTY LAND DEVELOPMENT CODE SECTION 11.05.01 (A) (2): A BUILDING PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF WORK AUTHORIZED BY SUCH BUILDING PERMIT IS NOT COMMENCED, HAVING CALLED FOR AND RECEIVED A SATISFACTORY INSPECTION, WITHIN SIX (6) MONTHS FROM THE DATE OF ISSUANCE OF THE PERMIT, AND IF THE WORK IS NOT COMPLETED WITHIN (18) EIGHTEEN MONTHS FROM THE DATE OF ISSUANCE OF THE BUILDING PERMIT. THIS COURTESY NOTICE IS SENT TO YOU PRIOR TO THE EXPIRATION DATE OF YOUR PERMIT. IN DOING SO, THIS GIVES YOU THE OPPORTUNITY TO FINAL YOUR PERMIT BEFORE THE REQUIREMENT TO RENEW YOUR PERMIT OR SCHEDULE AN INSPECTION BY CALLING (866) 284-1280. PLEASE DO NOT DELAY. IF YOUR PERMIT EXPIRES, A RENEWAL FEE WILL BE REQUIRED ALONG WITH A FINAL INSPECTION. SHOULD YOU HAVE ANY QUESTIONS, PLEASE CALL (772) 462-2172 AND ASK FOR EILEEN. THANK YOU, PERMITTING OFFICE JOSEPH E. SMITH, CLERK OF E CIRCUIT COURT — SAINT LUCIE CqUNTY FILE # 3761927 OR E 6 gAGE 1404, Recorded 10/25/201' 10 PM (Z-[A 0,���lCJ�Gc' .�p NOTICE OF COMMENCEMENT permit No. 1 Tax Folio No. 1 q;L Y Y �3 yp/ u3 State of odd- C-m`V-f Sctude Theunderslgned a ves nodcethat lmpraement will be made to certain real property, and in a=,dance with Chapter 713, Florida Statutes, the fdlowlryq Information is provided in this Notlie of Commencement. Legal Desoription of Propi ly:(and street address if available): sane aMU.M13 Name Address Name and l)ddreks of fee simple tltigllolder' if difkrem fmm Surety (if applicable, a olpy of the payment bard is attached): Amount of bond: $ Name and address: as phone number: Perms within the State of Florida designated by0wner upon wham notices or other dmsmen6 may beserved as provided by Seetfon 713.13(1)(e)7, Flmlda Statutes: Name:R Re w Phone Number.'ut�23+ Address: zmou.aweo.+.R.v�•v.s.seasl.�rw.nsmr Inaddkiontohi orhe n designates a^•+ ecHv ampy oflF Uenofs Notic as nroNdedin Se ion 13.1311Yfbl. Flndda ;,\�T— �T— ) \ / the bet IMPROVFME yMTOY UNDER ERN, N10T1 AOi 00rnDN •1•VOMURPJDA IIEOORDED DPOSfETa ON YD 108 Sf1E REFOCE OX FIRST INSPECfgN.IF DTO NFlNANCI NSUL NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Underpen of pe4ury, I declare that l have read the foregoing iatlm of commencement and thatthe facts stated therein are true to the best of mykrlowl dbelief. (5lgrutu Ow or Lesstt,or OwneesurtesseesAuthodged OMml/Director/Panner/Manager !'�aa l�nnP (Sigwtary's Title/tea) The foregoing lnstmmenwas acknowledged before nle this0V—"dayo(0�./,' 20,yA REC-EIVED 0AR 4,4I'm, Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462.1578 Date: I September 2012 Receipt#: 0000087910 Permit Number: 1209-0158 Job Address: 3100 N A 1 A PROJECT amount: $75.00 Paid With: CK Check Number: 1245 Receipt Paid By: ADVANCED VERTICAL SOLUTIONS, LLC Received By: humphreya Online address: http://www.stlucieco.org/planning/permitting.htm mIA MORRISON HERSHFIELD STRUCTURAL CALCULATION SITE NUMBER: Sprint #MI54XC015 ADDRESS: 3100 Ocean Drive Fort Pierce, FL 34949 PROJECT # 7123001 FOR ' Sprint Network VISION DATE: February 28, 2012 :a VV :J PREPARED BY dORRISON HERSHFIELD CORPORATION 2 SOUTH UNIVERSITY DRIVE, SUITE 245 PLANTATION, FL 33324 PHONE: (954) 577-4655 FAX: (954) 577-4656 2*f No 62209 Yan Wang, PE FL License # 62209 2 South University Drive, Suite 245, Plantation, FL 33324 Ph: (954) 577-4655 Fax: (954) 577-4656 r1'ri MORRISON HERSHFIELD Project #: 7123001 Site: #MI54XCO15 PURPOSE REFERENCES DESIGN DATA WIND LOAD CALCULATION STRUCTURAL ANALYSIS Date: February 28, 2012 By: YW APPENDIX A: Platform Calculation using STAAD Pro I rrri MORRISON HERSHFIELD Project #: 7123001 Site: #MI54XC015 PURPOSE Date: February 28, 2012 By: YW Perform structural analysis of an existing rooftop steel platform to determine its adequacy to support the proposed equipment loads. 1. 2010 Florida Building Code. 2. ASCE 7-10, Minimum Design Loads for Building and Other Structures. 3. AISC, Manual of Steel Construction, 13`h Edition. 4. Building Code Requirements for Structural Concrete ACI 318 and Commentary ACI 318R. 5. Sprint PCS construction drawings by Arcadis Geraghty & Miller dated November 1, 2000. 2 mri MORRISON HERSHFIELD Project #: 7123001 Site: #MI54XCO15 DESIGN DATA DESIGN CRITERIA Florida Building Code 2010 Design Wind Speed: 160 mph (ASCE 7-10) Risk Category: II Exposure: D PLATFORM DESIGN LOADING Dead Loads: Date: February 28, 2012 By: YW (2) Existing Radio Cabinets 1500 lbs each (est.) (1) Existing Battery Cabinet 2900 lbs each (est.) (1) Proposed Radio Cabinet 1500 lbs each (1) Proposed Battery Cabinet 2900 lbs each Steel Grating 10 psf MATERIALS Structural Steel Wide Flange A992 (50 ksi) Structural Steel A572 (50 ksi) X-Bracing Angles A36 Angles and Plates A36 HSS Structural Tubing A500 Gr. B (46 ksi) Standard Pipe A501 or A53 Gr. B High Strength Bolts A325 N or SC Class A Welding Electrodes E70XX 3 lain MORRISON HERSHFIELD Project #: 7123001 Site: #MI54XC015 WIND LOAD CALCULATION Building Geometry: Roof angle (8) 0.0 deg Building length (L) 185.0 ft Least width (B) 93.0 ft Mean Roof Ht (h) 'r 132.0 ft Parapet ht above grd '1 135.0 ft Minimum parapet ht j 3.0 ft Ultimate Wind Speed' 1 00 mph' Directionality (Kd) 0.85 Date: February 28, 2012 By: YW ASCE7 Load Cantinatlons Used C: Exposure Category '� Exposure IF — Enclosure Classif. Enclosed Buildin Enclosed EW&V Internal pressure +/-0.18 case 1 1.504! Kh case 1.504: Type of roof Ty Monoslope _ Fmlmlp, I� Topographic Factor Kzt Topography Flat Flat Hill Height (H) 0.0 ft - H< 1 bn;exp D Half Hill Length (Lh) 0.0 It \ Kzt=_1.0 Actual H/Lh = 0.00 Use H/Lh 0.00 Modified Lh = 0.0 ft From top of crest: x = 0.0 ft Bldg up/down wind? downwind downwid �i H/Lh= 0.00 K, = 0.000 x/Lh = 0.00 KZ = 0.000 z/Lh= 0.00 K3 = 1.000 At Mean Roof Ht: - - -Kit = (1+KrKK3)"2 = 1.00, y _ M V(Z) H H ff"Ian MORRISON HERSHFIELD Project #: 7123001 Site: #MI54XCO15 Wind on Cabinet Date: February 28, 2012 By: YW Equipment length parallel to L = 3.0 ifl Equipment length parallel to B = 3.0 �ft Height of equipment = 6.0 �ft Base pressure (qz) = 84.8 psf Dist from mean roof height to centroid of Equip = 4.2fl Vertical wind pressure Wind normal to building B Wind normal to building L Af= 9.0 at Af = 18.0 at Af = 18.0 sf GCf= 1.500 GCf= 3.10 GCf= 3.10 F = ghGCf Af= 126.3 Ar (psf) F = gzGCf At = 261.1 Ar (psf) F = gzGCtAf= 261.1 Ar Fv= _ _ 1.1 kips Fh = 4.7 kips Fh = 4.7 kip ytna on FlatJorm Beam ft Equipment length parallel to L =F4.2 Equipment length parallel to =ft Height of equipment =ft Base pressure (qz) = 84.2 psf Dist from mean roof height to centroid of Equip =ft Vertical wind pressure And normalto building B Wind normal to building L At= 320.0 sf Af = 26.7 sf At = 33.4 sf GCf= 1.500 GCf= 3.10 GCf= 3.10 F = ghGCf Af= 126.3 Ar (psf) F = gzGCf AC= 261.1 Ar (psf) F = gzGCf Af= 261.1 Ar Fv= 40.4 kips Fh=__7.0_kips __ __ ___ Fh= 8.7 'kif Wind on Platform Column Rooftop Structures & Equipment#1 Equipment length parallel to B =0.3 Equipment length parallel to L =[:2.5 0.3 R �ft Height of equipment = (R Base pressure (qz) = 84.0 pst Dist from mean roof height to centroid of Equip =ft lVertical wind pressure Wind normal to building B Wind normal to building L Af = 0.1 sf Af = 0.8 sf At = 0.8 sf GCf= 1.500 GCf= 3.10 GCf= 3.10 F = ghGCf Af = 126.1 Ar (pso F = gzGCf Af = 260.5 Ar (psf) F = gzGCf Af = 260.5 Ar (psf Fv= 0.0 kips Fh = 0.2 kips Fh = 0.2 kips R rrA MORRISON HERSHFIELD Project #: 7123001 Site: #MI54XC015 STRUCTURAL ANALYSIS Platform analysis was done using STAAD Pro Refer to Appendix A for calculation details. Dead Loads: (2) Existing radio cabinets — 1500 lbs each (1) Existing battery cabinet —2900 lbs (1) Proposed radio cabinet— 1500 lbs (1) Proposed battery cabinet —2900 lbs Steel grating = 10 psf Wind Load: Horizontal wind load on each cabinet = 4700 lbs Vertical wind uplift on each cabinet = 1100 lbs Overturning moment = 4700*3 = 14100 lbs-ft Wind on platform, Horizontal beam = 8700/20 = 435 plf Vertical column = 200/2.5 = 80 plf Date: February 28, 2012 By: YW The existing steel platform was found to be adequate to support the proposed equipment installations. Project #: 7123001 Site: #MI54XC015 mri MORRISON HERSHFIELD APPENDIX A: Date: February 28, 2012 By: YW Platform Calculation using STAAD Pro Tuesday, February 28, 2012, 10:02 AM STAAD SPACE START JOB INFORMATION ENGINEER DATE 28-Feb-12 JOB CLIENT Sprint JOB NO 7123001 JOB REF M154XC015 END JOB INFORMATION INPUT WIDTH 79 UNIT FEET POUND JOINT COORDINATES 1 0 0 0; 2 0 0 11; 3 20 0 0; 4 20 0 11; 5 0 0 -2.5; 6 20 0 -2.5; 7 0 0 13.5; B 20 0 13.5; 9 3.5 0 -2.5; 10 6.5 0 -2.5; 11 10.5 0 -2.5; 12 13.75 0 -2.5; 13 16.5 0 -2.5; 14 3.5 0 13.5; 15 6.5 0 13.5; 16 10.5 0 13.5; 17 13.75 0 13.5; 18 16.5 0 13.5; 19 16.5 0 0; 20 13.75 0 0; 21 10.5 0 0; 22 6.5 0 0; 23 3.5 0 0; 24 16.5 0 11; 25 13.75 0 11; 26 10.5 0 11; 27 6.5 0 11; 28 3.5 0 11; 29 16.5 -2.5 0; 30 3.5 -2.5 0; 31 16.5 -2.5 11; 32 3.5 -2.5 11; MEMBER INCIDENCES 1 1 23; 2 2 26; 3 5 9; 4 7 14; 5 9 10; 6 10 11; 7 11 12; 8 12 13; 9 13 6; 10 14 15; 11 9 23; 12 15 16; 13 10 22; 14 16 17; 15 11 21; 16 17 18; 17 12 20; 18 18 8; 19 13 19; 20 5 1; 21 1 2; 22 2 7; 23 6 3; 24 3 4; 25 4 8; 26 19 3; 27 20 19; 28 21 20; 29 22 21; 30 23 22; 31 24 4; 32 25 24; 33 26 25; 34 27 26; 35 28 27; 36 28 14; 37 23 28; 38 27 15; 39 22 27; 40 26 16; 41 21 26; 42 25 17; 43 20 25; 44 24 18; 45 19 24; 46 19 29; 47 23 30; 48 24 31; 49 28 32; 50 23 28; 51 19 24; ELEMENT INCIDENCES SHELL 52 5 1 23 9; 53 1 2 28 23; 54 2 7 14 28; 55 9 23 22 10; 56 23 28 27 22; 57 28 14 15 27; 58 10 22 21 11; 59 22 27 26 21; 60 27 15 16 26; 61 11 21 20 12; 62 21 26 25 20; 63 26 16 17 25; 64 12 20 19 13; 65 20 25 24 19; 66 25 17 18 24; 67 13 19 3 6; 68 19 24 4 3; 69 24 18 8 4; ELEMENT PROPERTY 52 TO 69 THICKNESS 0.02 DEFINE MATERIAL START ISOTROPIC STEEL E 4.176e+009 POISSON 0.3 DENSITY 489.024 ALPHA 6e-006 DAMP 0.03 TYPE STEEL STRENGTH FY 5.184e+006 FU 8.352e+006 BY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY A14ERICAN 1 2 26 TO 35 37 45 TABLE ST W12X26 3 TO 25 36 38 TO 44 50 51 TABLE ST WBX24 46 TO 49 TABLE ST HSST4X4X0.375 CONSTANTS MATERIAL STEEL ALL SUPPORTS 29 TO 32 PINNED MEMBER OFFSET 3 TO 25 36 38 TO 44 50 51 START 0 0.8333 0 3 TO 25 36 38 TO 44 50 51 END 0 0.8333 0 LOAD 1 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1 LIST 1 TO 69 MEMBER LOAD _50_CON_GY _1500_3 - 39 50 CON GY -1500 8-___ 39 CON GY -2900 3 41 CON GY -2900 8 LOAD 2 LOADTYPE Wind TITLE WLX MEMBER LOAD 39 CON GX 4700 3 39 CON GX 4700 8 39 41 CON GY 1100 3 39 41 43 CON GY 1100 8 V:\Project\712 Series\7123001 Sprint Ericsson ORD-JAX\-ORD JAX Sites kMI54XC015\Structural Data\STAAD\Steel Platform MI54XC01; Tuesday, February 28, 2012, 10:02 AM 39 CMOM GZ -14100 3 39 CMOM GZ -14100 8 20 TO 22 UNI GX 435 46 TO 49 UNI GX 80 LOAD 3 LOADTYPE Wind TITLE WLZ MEMBER LOAD 39 41 CON GZ 4700 3 43 CON GZ 4700 8 39 41 CON GY 1100 3 39 41 43 CON GY 1100 8 39 41 CMOM GX 14100 3 43 CMOM GX 14100 8 3 5 TO 9 UNI GZ 435 46 TO 49 UNI GZ 80 LOAD COMB 4 DL + 0.6WLX 1 1.0 2 0.6 LOAD COMB 5 DL + 0.6WLZ 1 1.0 3 0.6 PERFORM ANALYSIS PRINT STATICS CHECK PARAMETER 1 CODE AISC UNIFIED FYLD 6.624e+006 MEMB 46 TO 49 FYLD 5.184e+006 MEMB 1 TO 45 50 51 CHECK CODE ALL FINISH V:\Project\712 Series\7123001 Sprint Ericsson ORD-JAX\ ORD JAX Sites\MI54XC015\Structural Data\STAAD\Steel Platform MI54XC01; � Software licensed to Job No 7123001 Sheet No 1 Rev Part Job Title Ref M154XC015 By oalc28-Feb-12 Chd Client Sprint File Steel Platform M154XCOI oatemme 28_Feb-2012 09:54 Job Information Engineer Checked Approved Name: Date: 28-Feb-12 Structure Type I SPACE FRAME Number of Nodes 32 Highest Node 32 Number of Elements 51 Highest Beam 51 Number of Plates 18 Highest Plate 69 Number of Basic Load Cases 3 Number of Combination Load Cases 1 2 Included in this printout are data for. All The Whole Structure Included in this offntout are results for load cases: Type LIC Name Primary 1 DL Primary 2 WLX Primary 3 WLZ Combination 4 DL+0.6WLX Combination 5 DL+0.6WLZ Softwarelicensetl to Job No 7123001 I Sheet No 2 Rev Part Job TiUe Ref M154XCO15 6y Date18_Feb-12 Chtl Dient Sprint File Steel Platform_MI54XC01 Dalefrime 28-Feb-2012 09:54 3D Rendered View Job No Sheet Na Rev 7123001 3 naw Software licensed to Part JoDTWe Ref M154XCO15 By oatc28-1`0-12 Cha Ghent Sprint File Steel Platform M154XC011 Datemme 28-Feb-2012 09:54 Model Nodes ! FZ. Software licensed to Job No 7123001 Sheet No 4 Rev Part Job TiVe Ref MI54XC015 By oate28-Feb-12 Cnd Client Sprint Fie Steel Platform_MI54XC01 Date/rime 28-Feb-2012 09:54 Model Beams nwwJob Software licensed to No 7123001 Sbeet No 5 Part Job Title Rei M154XCO15 BY oate28-Feb-12 Cbd Client Sprint File Steel Platform M154XC01 oalellime 28-Feb-2012 09:54 Je:003 ID e91bZe.003 lb I3e.003 I,, 0611b0t \',. `1 .46e•00a lbi66001 \ ,� 361161fl-- \.]e• Ib 0m-3o•00]Ib �� _ `4 -2e•Oo I] b\ 6601 -6.46e•003 Ib1b601b \ i - Ib01 — 1 Ilb y" ]61 mar Load Model Loads: OL + 0.6 WLX A Software licensetl to Jab No 7123001 Sheet No 6 Rev Part Job Title Rer M154XC015 BY oate28-Feb-12 Chtl Client Sprint File Steel Platform MI54XC01 Delerrlme P8-Feb-2012 09:54 Ibllft I Ibll I �� Ibfl�•I' It, f Je�0031b' — �e \ MIN 1 3 lb 1 8.46e-003 lbtl41e+0031 b \i 3 \-2ee003lb 8.46»003lb4t �\ •.\ ` 00316 ` _ X, ; \ &46e.0031b4 \ e \ \•'� � \ \I Ib\4e.0031b \ \� \i•\ \� \ -2e+OW lb I ��J \ \ Bilb -b ,y \ 6601E \ v = Load Model toads: DL + 0.6WLZ � Software licensed to Jab No 7123001 Sheol No 7 Rev Part Job Tide Ref M154XCO16 By oate28-Feb-12 Chd Chem Spdnt File Steel Platform MI54XC01 oale/ifine 28-Feb-2012 09:54 Nodes Node X (ft) Y (fl) Z (ft) 1 0.000 0.000 0.000 2 0.000 0.000 11.000 3 20.000 0.000 0.000 4 20.000 0.000 11.000 5 0.000 0.000 -2.500 6 20.000 0.000 -2.500 7 0.000 0.000 13.500 8 20.000 0.000 13.500 9 3.500 0.000 -2.500 10 6.500 0.000 -2.500 11 10.500 0.000 -2.500 12 13.750 0.000 -2.500 13 16.500 0.000 -2.500 14 3.500 0.000 13.500 15 6.500 0.000 13.500 16 10.500 0.000 13.500 17 13.750 0.000 13.500 18 16.500 0.000 13.500 19 16.500 0.000 0.000 20 13.750 0.000 0.000 21 10.500 0.000 0.000 22 6.500 0.000 0.000 23 3.500 0.000 0.000 24 16.500 0.000 11.000 25 13.750 0.000 11.000 26 10.500 0.000 11.000 27 6.500 0.000 11.000 28 3.500 0.000 11.000 29 16.500 -2.500 0.000 30 3.500 -2.500 0.000 31 16.500 -2.500 11.000 32 3.500 -2.500 11.000 � Job No I Sheet No Rev 7123001 8 Software licensetl to Pan Job Tide Ref M154XCO15 6y oa"28-Feb-12 Cbtl Client Sprint File Steel Platform M154XC01 oatelrime 28-Feb-2012 09:54 Beams Beam Node A Node B Length (ft) Property ,(degrees) P 1 1 23 3.500 2 0 2 2 28 3.500 2 0 3 5 9 3.500 3 0 4 7 14 3.500 3 0 5 9 10 3.000 3 0 6 10 11 4.000 3 0 7 11 12 3.250 3 0 8 12 13 2.750 3 0 9 13 6 3.500 3 0 10 14 15 3.000 3 0 11 9 23 2.500 3 0 12 15 16 4.000 3 0 13 10 22 2.500 3 0 14 16 17 3.250 3 0 15 11 21 2.500 3 0 16 17 18 2.750 3 0 17 12 20 2.500 3 0 18 18 8 3.500 3 0 19 13 19 2.500 3 0 20 5 1 2.500 3 0 21 1 2 11.000 3 0 22 2 7 2.500 3 0 23 6 3 2.500 3 0 24 3 4 11.000 3 0 25 4 8 2.500 3 0 26 19 3 3.500 2 0 27 20 19 2.750 2 0 28 21 20 3.250 2 0 29 22 21 4.000 2 0 30 23 22 3.000 2 0 31 24 4 3.500 2 0 32 25 24 2.750 2 0 33 26 25 3.250 2 0 34 27 26 4.000 2 0 35 28 27 3.000 2 0 _ -36= -28= -14= �-=-2.500= �3- =0- 37 23 28 11.000 2 0 38 27 15 2.500 3 0 39 22 27 11.000 3 0 40 26 16 2.500 3 0 41 21 26 11.000 3 0 42 25 17 2.500 3 0 43 20 25 11.000 3 0 44 24 18 2.500 3 0 45 19 24 11.000 2 0 46 19 29 2.500 4 0 n4wJob Soare licensed to No 7123001 9 Sheet Nonw Part Job Tide Rer M154XC015 By oatE28-Feb-12 obd Client Sprint Fie Steel Platform M154XC01 oatelnme 28-Feb-2012 09.54 Beams Cont... Beam Node A Node B Length (it) Property p (degrees) 47 23 30 2.500 4 0 48 24 31 2.500 4 0 49 28 32 2.500 4 0 50 23 28 11.000 3 0 51 19 24 11.000 3 0 Section Properties Prop Section Area (ink) 1, (In4) Ia (in4) J (in4) Material 2 W12X26 7.650 17.300 204.000 0.285 STEEL 3 W8X24 7.080 18.300 82.800 0.314 STEEL 4 HSST4X4X0.375 4.780 10.300 10.300 16.985 1 STEEL Plate Thickness Prop Node A Qn) Node B (in) Node C (in) Node D (in) Material 1 1 0.240 1 0.240 1 0.240 1 0.240 STEEL Beam Loads: 1 DL Beam Type Direction Fa Da (0) Fb Db Ecc. R 39 CON lb GY -2.9E+3 3.000 - - - CON lb GY -1.5E+3 8.000 - - - 41 CON lb GY -2.9E+3 8.000 - - - 50 CON lb GY -1.5E+3 3.000 - - - CON lb GY -1.5E+3 8.000 - - - Selfweight : 1 DL inaction Factor Y -1.000 QSoftware licensed to Job No 7123001 Sheet No 10 Rav Pan Job Title Ref M154XCO15 BY oatr28-Feb-12 Cbd Client Sprint File Steel Platform MI54XC01 Datemme 28-Feb-2012 09:54 Beam Loads: 2 WLX Beam Type Direction Fa Da (ft) Fb Db Ece. (ft) 20 UNI Ibf/ft GX 435.000 - - - - 21 UNI Ibf/ft GX 435.000 - - - - 22 UNI Ibf/ft GX 435.000 - - - - 39 CON lb GY 1.1E+3 3.000 - - - CON lb GY 1.1E+3 8.000 - - - CON lb GX 4.7E+3 3.000 - - - CON lb GX 4.7E13 8.000 - - - CMO lb-ft GZ -14.1E+3 3.000 - - - CMO lb-ft GZ -14.1E+3 8.000 - - - 41 CON lb GY 1.1E+3 3.000 - - - CON lb GY 1.1E+3 8.000 - - - 43 CON lb GY 1.1E+3 8.000 - - - 46 UNI Ibf/ft GX 80.000 - - - 47 UNI Ibf/ft GX 80.000 - - - - 48 UNI Ibf/ft GX 80.000 - - - - 49 UNI Ibf/ft GX 80.000 - - - - Beam Loads: 3 WLZ Beam Type Direction Fa Da (ft) Fb Db Ecc. (ft) 3 UNI Ibf/ft GZ 435.000 - - - - 5 UNI Ibf/ft GZ 435.000 - - - - 6 UNI Ibf/ft GZ 435.000 - - - - 7 UNI Ibf/ft GZ 435.000 - - - - 8 UNI Ibf/ft GZ 435.000 - - - - 9 UNI Ibf/ft GZ 435.000 - - - - 39 CON lb GY 1.1E+3 3.000 - - - CON lb GY 1.1E+3 8.000 - - - CON lb GZ 4.7E+3 3.000 - - - CMO lb-ft GX 14.1E+3 3.000 - - - 41 CON lb GY 1.1E+3 3.000 - - - CON lb GY 1.1E+3 8.000 - - - CON lb GZ 4.7E+3 3.000 - - - CMO lb-ft GX 14.1E+3 3.000 - - - --43-= -CON lb- ---GY- - I--.IE+3- -=8.000=--- CON lb GZ 4.7E+3 8.000 - - - CMO lb-ft GX 14.1E+3 8.000 - - - 46 UNI Ibf/ft GZ 80.000 - - - - 47 UNI Ibf/ft GZ 80.000 - - - - 48 UNI Ibf/ft GZ 80.000 - - - - 49 UNI Ibf/ft GZ 80.000 - - - - n4w Job No Sheet No Rev 7123001 11 Software loaned to Part Job Title Ref M154XCO15 By Date28-Feb-12 Chd Client Sprint File Steel Platform MI54XC01 Date/Time 28-Feb-2012 09:54 Node Displacement Summary Node LIC X (in) Y (in) Z (in) Resultant (in) rX (rad) rY (red) rZ (red) MaxX 16 2:WLX 0.147 -0.006 -0.000 0.147 0.000 0.000 0.000 Min 7 3:WLZ -0.004 -0.007 0.192 0.192 0.000 -0.000 -0.000 MaxY 11 3:WLZ 0.004 0.039 0.199 0.203 0.000 -0.000 -0.000 Min 26 5:DL+0.6WLZ 0.001 -0.033 0.120 0.125 -0.000 -0.000 0.000 MaxZ 4 3:WLZ -0.001 -0.004 0.201 0.201 0.000 -0.000 -0.000 Min 7 4:DL+0.6WLX 0.087 0.022 -0.002 0.090 0.000 -0.000 -0.000 Max rX 29 3:WLZ 0.000 0.000 0.000 0.000 0.009 -0.000 0.000 Min rX 26 1:DL 0.002 -0.028 0.001 0.028 -0.000 0.000 0.000 Max rY 5 2:WLX 0.144 0.020 0.002 0.146 -0.000 0.000 -0.000 Min rY 5 3:WLZ 0.006 -0.001 0.191 0.191 0.000 -0.000 0.000 Max rZ 25 5:DL+0.6WLZ 0.001 -0.018 0.120 0.121 0.000 -0.000 0.000 Min rZ 29 2:WLX 0.000 0.000 0.000 0.000 0.000 0.000 -0.007 Max Rsl 11 3:WLZ 0.004 0.039 0.199 0.203 0.000 -0.000 -0.000 Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension varna fora. h..m Axial Shear Torsion Bending Beam Node LIC Fx (lb) Fy (lb) Fz (lb) Mx (lb-ft) My (Ib-ft) Mz Wit) Max Fx 49 32 5:DL+0.6WLZ 8323 -419 3592 0.000 0.000 -0.000 Min Fx 47 23 3:WLZ -6737 503 5579 0.000 -14.2E+3 1.26E+3 Max Fy 46 29 2:WLX 2141 4407 57 -0.000 -0.000 0.000 Min Fy 35 28 2:WLX -1241 -4967 ill -0.114 -180.644 -9.77E+3 Max Fz 48 31 3:WLZ 4048 -27 5983 0.000 -0.000 -0.000 Min Fz 39 27 2:WLX -530 1096 -4701 -14.1E+3 -10.2E+3 -2.39E+3 Max Mx 39 22 2:WLX -530 -1104 4699 14.1E+3 -10.2E+3 -2.44E+3 Min Mx 39 27 2:WLX -530 1096 -4701 -14.1E+3 -10.2E+3 -2.39E+3 Max My 38 27 4:DL+0.6WLX 973 -820 -702 -4.019 875.510 -1.11E+3 Min My 48 24 3:WLZ 4048 -27 5783 0.000 -14.7E+3 -67.499 Max Mz 46 19 2:WLX 2141 4207 57 -0.000 -141.611 10.8E+3 Min Mz 34 27 2:WLX -710 -3054 52 -0.462 -125.605 -12.5E+3 n4wJob licensed to No 7123001 12 Shaet NoSoRwa. pad Job Title Ret M154XC015 6y Dale28-Feb-12 Chd Client Sprint File Steel Platform_MI54XC01 Daterrime 28-Feb-201209:54 Reaction Reaction Summate Horizontal Vertical Horizontal Moment Node UC FX (lb) FY (lb) FZ (lb) MX (lb-ft) MY (lb-ft) MZ (lb-ft) Max FX 32 5:DL+0.6WLZ 419 8323 -3592 0.000 0.000 0.000 Min FX 29 2:WLX -4407 2141 -57 0.000 0.000 0.000 Max FY 32 5:DL+0.6WLZ 419 8323 -3592 0.000 0.000 0.000 Min FY 30 3:WLZ -503 -6737 -5779 0.000 0.000 0.000 Max FZ 30 4:DL+0.6WLX -2196 3150 98 0.000 0.000 0.000 Min FZ 31 3:WLZ 27 4048 -5983 0.000 0.000 0.000 Max MX 29 1:01- -298 3153 -42 0.000 0.000 0.000 Min MX 29 1:DL -298 3153 -42 0.000 0.000 0.000 Max MY 29 1:DL -298 3153 -42 0.000 0.000 0.000 Min MY 29 1:DL -298 3153 -42 0.000 0.000 0.000 Max MZ 29 1:DL -298 3153 -42 0.000 0.000 0.000 Min MZ 29 1:DL -298 3153 -42 0.000 0.000 0.000 Utilization Ratio Beam Analysis Property Design Property Actual Allowabl Ratio Ratio Ratio (Act./Allow.) Clause L/C Ax (in') Iz (in4) ly (in4) Ix (in4) 1 W12X26 W12X26 0.035 1.000 0.035 Clause 1-111/2 3 7.650 204.000 17.300 0.300 2 W12X26 W12X26 0.035 1.000 0.035 Clause 1-111/2 5 7.650 204.000 17.300 0.300 3 WBX24 WBX24 0.049 1.000 0.049 Clause 1-11/2 2 7.080 82.800 18.300 0.350 4 WBX24 WBX24 0.048 1.000 0.048 Clause 1-1112 2 7.080 82.800 18.300 0.350 5 W8X24 WBX24 0.067 1.000 0.067 Clause 1-11/2 3 7.080 82.800 18.300 0.350 6 WBX24 W8X24 0.072 1.000 0.072 Clause 111/2 3 7.080 82.800 18.300 0.350 7 W8X24 WBX24 0.065 1.000 0.065 Clause 111/2 3 7.080 82.800 18.300 0.350 8 W8X24 WBX24 0.063 1.000 0.063 Clause 111/2 3 7.080 82.800 18.300 0.350 9 W8X24 WBX24 0.042 1.000 0.042 Clause 1-11/2 3 7.080 82.800 18.300 0.350 10 W8X24 W8X24 0.063 1.000 0.063 Clause 1-11/2 4 7.080 82.800 18.300 0.350 11 WBX24 WBX24 0.048 1.000 0.048 Clause 1-11/2 4 7.080 82.800 18.300 0.350 12 W8X24 W8X24 0.040 1.000 0.040 Clause H112 4 7.080 82.800 18.300 0.350 13 WBX24 W8X24 0.045 1.000 0.045 Clause 1-11/2 2 7.080 82.800 18.300 0.350 14 WBX24 W8X24 0.063 1.000 0.063 Clause 1111/2 4 7.080 82.800 18.300 0.350 15 W8X24 W8X24 0.047 1.000 0.047 Clause 111/2 4 7.080 82.800 18.300 0.350 16 WBX24 WBX24 0.044 1.000 0.044 Clause H1/2 5 7.080 82.800 18.300 0.350 17 W8X24 W8X24 0.039 1.000 0.039 Clause H1/2 3 7.0.80_ _8.2.800_ 18.300 _ _-0.350. --18 ' �W8X24-- W8X24 0.035- -1.000- ---0:035 "Clause H1/2 `- 3-- -7.080 82.800 18.300 0.350 19 W8X24 W8X24 0.040 1.000 0.040 Clause HI/2 2 7.080 82.800 18.300 0.350 20 WBX24 W8X24 0.036 1.000 0.036 Clause HI/2 3 7.080 82.800 18.300 0.350 21 WBX24 W8X24 0.198 1.000 0.198 Clause 1-11/2 2 7.080 82.800 18.300 0.350 22 W8X24 W8X24 0.035 1.000 0.035 Clause HI/2 2 7.080 82.800 18.300 0.350 23 W8X24 WBX24 0.032 1.000 0.032 Clause H112 3 7.080 82.800 18.300 0.350 24 W8X24 WBX24 0.038 1.000 0.038 Clause HI/2 3 7.080 82.800 18.300 0.350 25 W8X24 WBX24 0.031 1.000 0.031 Clause H112 3 7.1 82.800 18.300 0.350 26 W12X26 W12X26 0.035 1.000 0.035 Clause H1/2 3 7.650 204.000 17.300 0.300 27 W12X26 W12X26 0.095 1.000 0.095 Clause 1-11/2 2 7.650 1 204.000 17.300 0.300 28 W12X26 W12X26 1 0.0681 1.000 0.068 Clause 1-1112 3 7.650 1 204.000 17.300 0.300 Job No Sheet No Rev 7123001 13 Software licensed to Pad Job Title Ref M154XC015 BY oaN28-Feb-12 Che talent Sprint Fie Steel Platform MI54XC01 Date/rime 28-Feb-2012 09:54 Utilization Ratio Cont... Beam Analysis Property Design Property Actual Ratio Allowabl Ratio Ratio (Act./Allow.) Clause L/C Ax (in) Iz (in 4) ly (in4)(In") Ix 29 W12X26 W12X26 0.131 1.000 0.131 Clause 1-11/2 2 7.650 204.000 17.300 0.300 30 W12X26 W12X26 0.107 1.000 0.107 Clause 1-11/2 2 7.650 204.000 17.300 0.300 31 W12X26 W12X26 0.039 1.000 0.039 Clause 1-11/2 5 7.650 204.000 17.300 0.300 32 W12X26 W12X26 0.092 1.000 0.092 Clause H1/2 2 7.650 204.000 17.300 0.300 33 W12X26 W12X26 0.080 1.000 0.080 Clause 1-11/2 5 7.650 204.000 17.300 0.300 34 W12X26 W12X26 0.132 1.000 0.132 Clause 1-11/2 2 7.650 204.000 17.300 0.300 35 W12X26 W12X26 0.108 1.000 0.108 Clause H1/2 2 7.650 204.000 17.300 0.300 36 W8X24 W8X24 0.052 1.000 0.052 Clause H1/2 4 7.080 82.800 18.300 0.350 37 W12X26 W12X26 0.120 1.000 0.120 Clause H1/2 3 7.650 204.000 17.300 0.300 38 W8X24 W8X24 0.058 1.000 0.058 Clause H1/2 4 7.080 82.800 18.300 0.350 39 W8X24 W8X24 0.485 1.000 0.485 Clause H1/2 2 7.080 82.800 18.300 0.350 40 WSX24 W8X24 0.039 1.000 0.039 Clause H1/2 4 7.080 82.800 18.300 0.350 41 W8X24 W8X24 0.121 1.000 0.121 Clause H1/2 3 7.080 82.800 18.300 0.350 42 W8X24 W8X24 0.046 1.000 0.046 Clause H1/2 5 7.080 82.800 18.300 0.350 43 W8X24 W8X24 0.153 1.000 0.153 Clause H7/2 3 7.080 82.800 18.300 0.350 44 W8X24 W8X24 0.044 1.000 0.044 Clause H112 2 7.080 82.800 18.300 0.350 45 W12X26 W12X26 0.121 1.000 0.121 Clause H1/2 3 7.650 204.000 17.300 0.300 46 HSST4X4XC HSST4X4X0 0.741 1.000 0.741 Clause H1/2 3 4.780 10.300 10.300 17.500 47 HSST4X4XC HSST4X4X0 0.735 1.000 0.735 Clause H1/2 3 4.780 10.300 10.300 17.500 48 HSST4X4XC HSST4X4X0 0.691 1.000 0.691 Clause H1/2 3 4.780 10.300 10.300 17.500 49 HSST4X4X0 HSST4X4X0 0.685 1.000 0.685 Clause H1/2 3 4.780 10.300 10.300 17.500 50 W8X24 W8X24 0.111 1.000 0.111 Clause H1/2 5 7.080 82.800 18.300 0.350 51 W8X24 WSX24 0.082 1.000 0.082 Clause H1/2 3 7.080 82.800 18.300 0.350