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Home My WebLink AboutSUBMITTED PAPERWORKFILE ZONING PUBLIC WORKS Cofr,30() ZONING DEPARTMENT VIRGINIA AVENUE RCE, FL 34962-5652 561-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE Tft building eon is to be Completed by the project design architect or engineer. This Certification must be submitted with all application a buildinPermit involving the construction of new residence (single or multi -family), residential addition, anv _ 9 Permit, and any nonresidential et.,,..,.,. Tom:_ _ter.. _ -- -• •_•-aiomarcomponent is being effected) and certain otherminorbuildin ••••y•V• '�„vvaut)ns (Provided that no structur InsPeCtion Office at 462-1553 or 462-2172, 9 permile. For further assistance, please c cttac CR I S TM T: 1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. MSIGN PARAMETERS AND ASSI IMPTIONS USED'(pleass check or mmnlete the auoroonte ho D 1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95 X OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED_ PARTIALLY ENCLOSED _ OPEN BUILDING t3h 3. BUILDING HEIGHT: _ 13R FT 4. WIND SPEED USED IN BUILDING DESIGN: ��_ MPH S. WIND EXPOSURE CLASSIFICATION(REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE at); D 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: -7 PSF T. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: _.. (_.. pgp e. IMPORTANCEAISE FACTOR (OBTAIN FROM BUILDING COOB): 1 9. LOADS: FLOOR PSF ROOF/DEAD: PSF ROOFA-IVE: PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO _ If NO, why? (attach mcplaination) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES _ NO _ N NO, why? (attach atplainatlan) 12. . ;' ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK oNE) YES _ NO _ If NO, why? (attach ezplaination) AA 13- MINIMUM SOIL BEARING PRESSURE- Nl"C PSF ' AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF_ NAME: 4idR.K000t✓1O(ty CERTIFICATION NO: 54 Z4S DESIGN FIRM: DATE: C-eZ.ACDI.4-TI � ," I uEZ NwI, 1Z-1 l -DO AAAWN ().•«A 144ciq R. 00,f r xaz ter- - _ 177 T4L 19_ REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: PERMIT NUMBER: PROPERTY ADDRESS: ST. LUCIE COUNTY BLDG. & ZONING 2300 VIRGINIA AVE - FORT PIERCE, FL 34952-5652 Ph. (561) 462-2165 FAX (561) 462-1148 NoV 1 6 2000 7 St COunly Public Works THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER -TO TBE /DOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release in requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. �OF F4 MATTHEW A. DIGENNARO NoTAar - Nly ranm Eyp. 3/25/2003 0 GUBUC a 42 e eii� u�� II aLD. FROM :. Bogatin Inc. PHONE NO. : 561 967 9Y21 UCc. k� cnnu ro•-ri.0 ST- LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AVENUE FT. PIERCE. FL. 34982-5652 S61.462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect Orengineer, This Certification must be submitted with all applications for bulldng permit involving the ConsWdion of new residence (single or mufti-temrly), residential addition, any accessory structure requiring a bulyding permit, and any_nonresidential.structure._This.Certificationshall not_apply to interiorlenovations:(provided that:no-structUraG walls; colurriris oror other sim7a� component is being effected) and certain other minor building permits• For further assistance, please contact the Building Inspection Office at 462.1553 or 462-2172. 0 �llao CERTIFICATION STATEMENT: FILE PY 1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED' release Check or `co'mplete the aepreprite bex) 1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95 _.5�._ OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED _ PARTIALLY ENCLOSED _ OPEN BUILDING 3. BUILDING HEIGHT: IZO FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDEWIFIED IN LINE al): 6 6. AVERAGE W�' WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 41 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 6ce PSF B. IMPORTANCEA)SE FACTOR(OBTAINFROM BUILDING CODE): r, t1f ' IA 9. LOADS: FLOOR IJ� PSF ROOFIDEAD. N� PSF ROOFILIVE: NY PSF 19. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECKOHE) YES _ NO If NO, why? (attach exptaination) A 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CH CKONE) YES NO — If NO, why? (attach expliiBaliOn) I A -j'`.'G"..•?:'R MINIMUM SOIL BEARING PRESSURE: Imo+/^ PSF ' Zw AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CE?TIFICATI0 IS TRUE A CORR T, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: CERTIFICATION NO: I I r � DESI IRM: DATE: - [SE LL.HEREJ p.P��, C1� G M I I.L� � I � ►J�.. SLCCpy FORM ND: p2pW I.k-� er1-r I H METRO CELL OUTDOOR (DE/RE) NORTEL CDMA BTS RADIO DEVELOPMENT PROPRIETARY 11erWORIM CELL SITE REQUIREMENTS Figure 1 Door Open View of DEVDE GPSTM Test Signals: - -10 MHz 12" AC Breaker B Fibre, Splice Box 30" Heat Exchanger Cover 30" Single Battery String J \ DEI FRM DC connections DE Tt/Et/POTS line Cable access holes Protection/Connection June 15, 1999 GGGS01AA_CR 0 External Generator I I I I I I �1 Editor: James Loo (2M41) Version 2.0 METRO CELL OUTDOOR (DE/RE) CDMA BTS RADIO DEVELOPMENT PROPRIETARY CELL SITE REQUIREMENTS 5.4 Radio Enclosure The radio enclosure (RE) is an outdoor rack mount system accommodating up to -a 3 - carrier/3 sector system. The RE can support up to 9 1900 MHz or 800 MHz FRM's with SCPA's. The RE can be located either adjacent -to -the DE/D.El-or-ina-remote:location_uo shown In Figure Figure 2 Radio Enclosure Isometric View 72" 42'' x2" \ (Front, rear, and right 30'• r10ht hand oltle •antenna cabling) / 10.6" x 5" (left hand aide -for adjacent or romote DC power and titer cabling) Radio Enclosure (Door Closed) Dimensions The outer RE dimensions are: 42"W x 72"H x 30"D. Cable Access For the remote RE installation, all DC power, fibre and alarm cables enter/exit the RE through access holes located in the left and right sides of the enclosure. For the adjacent installation, the DC power and fiber cables must pass through the left side of the RE cabinet and run through the DE (power cables run all the way through into June 15, 1999 GGGS01 AA_CR 0 Editor: James Loo (2M41) Version 2.0 METRO CELL OUTDOOR (DE/RE) NORTE . CDMA BTS RADIO DEVELOPMENT PROPRIETARY NI; T'1 ORM CELL SITE REQUIREMENTS the DEI). All customer antenna feeds and any customer alarms enter/exit the RE through access holes -located -in the front of the enclosure below the door or in the -rear of the -enclosure. A sealing cover and cover plate will be provided to allow the customer to either exit the In the side -by -side configuration all cables from an external battery cabinet will pass through the RE through the lower left and right access holes from right to left. In the remote scenario the battery cables will be routed directly into the base of the DEI. The adjacent installation configuration is illustrated in Figure 3. Figure 3 View of Adjacent DE/RE Installation DE DEI Optional Battery Enclosures RE With up to 9 FRM's Detailed access holes on the DE/DEI are shown in Figure 4 and access holes of the RE are shown in Figure 5. June 15, 1999 .10- Editor: James Loo (2M41) GGGS01AA_CR Version 2.0 t '1 r` METRO CELL OUTDOOR (DE/RE) CDMA BTS RADIO DEVELOPMENT PROPRIETARY CELL SITE REQUIREMENTS Figure 4 Detailed DE/DEI Access Points 5.639 3.315 Door clearance 7 3201— DE FRONT „eel 6.622 Door clearance DEI FRONT DE RIGHT SIDE June 15, 1999 -it- Editor: James Loo (2M41) GGGS01AA CR Version 2.0 METRO CELL OUTDOOR (DE/RE) CDMA BTS RADIO DEVELOPMENT PROPRIETARY CELL SITE REQUIREMENTS Figure 5 RE Dimension Details Ej aays RE FRONT - 1A00 r t050° RE REAR RE RIGHT SIDE RE LEFT SIDE June 15, 1999 -12- Editor: James Loo (2M41) I GGGS01AA_CR Version 2.0 METRO CELL OUTDOOR (DE/RE) HORTEL CDMA BTS RADIO DEVELOPMENT PROPRIETARY NETWORM CELL SITE REQUIREMENTS All dimensions in inches June 15, 1999 GGGS01AA_CR -17- Editor: James Loo (2M41) Version 2.0 Figure 8 Bottom View of RE 56.265 42.000 38.500 (2) 24.093 (2) ( 3.500 (2) r - 13. 125 (3) (2) 68 37 All dimensions mounting points (8x) in inches METRO CELL OUTDOOR (DE/RE) CDMA BTS RADIO DEVELOPMENT PROPRIETARY CELL SITE REQUIREMENTS Figure 9 Bottom View of Optional Extended Battery Enclosure All dimensions in inches June 15, 1999 GGGS01AA_CR _19_ Editor: James Loo (2M41) I Version 2.0