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HomeMy WebLinkAboutSUBMITTED PAPPERSBOARD OF COUNTY COMMISSIONERS November 30, 2001 13v lldldE COMMUNITY DEVELOPMENT DIRECTOR '�q'I Ia--e /D 8' Mr. Gerald Freeman Nextel South Corp. SC N(YEL) 6700 N. Andrews Avenue, Ste. 700 Ft. Lauderdale, FL 33309 St. Lucie County Subject: Nextel Antennas - Minor Adjustment to a Major Site Plan Ocean Harbor North, South Hutchinson Island, St. Lucie County Dcar Mr. Freeman: The St. Lucie County Development Review Committee has reviewed your application for a minor adjustment to the above referenced project and has determined it to meet the minimum technical requirements of Section 11.02.04(C) and Section 7.10.23(H), St. Lucie County Land Development Code. This site plan approval becomes effective immediately. The purpose of this adjustment is for the installation of nine (9) wireless communication antennas (three (3) antennas to be located on the north side of the condominium, three (3) antennas to be located on the east side of the condominium and three (3) antennas to be located on the west side of the condominium) and a 230 square foot rooftop equipment shed on the roof of the Ocean Harbor N. Condominium. This approval does not in any way constitute authorization to begin construction. Prior to the commencement of any r. construction on this property, an application for specific building permits must be obtained from this department. Building permit applications maybe submitted at anytime following the receipt of this notice. For specific information on the composition of these submissions, including applicable fees, please contact the St. Lucie County Public Works Department - Building and Zoning Division at 462-1553. Please contact me at 561/462-1960 if you have any questions. Sincerely, Dennis J. Murph Community Development Director DJWcs H:\projects\Nextel-Ocean Harbor Mapproval-Itr. cc: County Attorney County Enginneer County Surveyor Road & Bridge Acquisitions �Al i�rung rz`kn Concepts) File JOHN D. RRUHN. District No. 1 • DOUG COWARD. District No. 2 • PAULA A. LEWIS. District No. 3 • FRANNIE HUTCHINSON, District No. 4 • CLIFF BARNES. Disnio Nc 5 County Administroror - Douglos M. Anderson 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Administration: (561) 462-1590 • Planning: (561) 462-2822 GI5/rechnical Services: (561) 462-1553 Economic Development: (561) 462-1550 Fax: (561) 462-1581 Tourist/Convention: (561) 462-1529 • Fax: (561) 462-2132 Oct. 1. 2001 10:42AM No•7197 P. 2/2 JES BUSH Govemor LAITY AFFAIRS "Helping Floridians create safe, vibrant, sustainable communities" STEVEH M. SEIBERT Secretary June 20, 2001 Mr. Edward C. Craig United Structures, Inc. PO Box 194 Binghamton, NY 13904 RE: 2001 Six Month Renewal Based on the 1997-SBC S Manufacturer's I.D. Number: USI-329 This Approval Expires December 31, 2001 Dear Mr. Craig: _ It is my pleasure to inform you that the Department of Community Affairs has renewed United Structures, Inc. approval to manufacture telecommunications equipment shelter buildings for installation in Florida. These buildings must meet the windspeed of the geographic area they are installed. This renewal is granted pursuant to inspection of your submitted plans which were found by this department and your inspection/plans review agency to be in compliance with the applicable codes. On site installation requirements are specifically and entirely reserved to local government. These requirements must be reasonable and uniformly applied the same as for conventional construction. A state certified building must bear a valid Department of Community Affairs insignia of approval. The insignia is evidence to local government that the building is constructed to meet minimum safety standards and is safe, sanitary and structurally sound. A copy of this letter must be attached to the approved plans when making application for local building permits. LHJ:sc cc:PSI Sincerely, Lawrence , Biding Official Codes and Standards Office 2phone H(85A488 84 8 SRD OAK uncom 278 8486 ULEVARD A FAX: (850) 921 0781R/Su com 2991-07810 Internet address: http://Www.stBte.fl.us/comaff/ GREENSWAMP w mmna revs Area of Cdgc t Stale Ccr m Feld 091w . Ir 1 BOARD OF COUNTY COMMISSIONERS November 30, 2001 JL�E. COG COMMUNITY DEVELOPMENT .FOR10Q'. DIRECTOR Mr. Gerald Freeman Nextel South Corp. 6700 N. Andrews Avenue, Ste. 700 Ft. Lauderdale, FL 33309 Subject: Nextel Antennas - Minor Adjustment to a Major Site Plan Ocean Harbor North, South Hutchinson Island, St. Lucie County Dear Mr. Freeman: The St. Lucie County Development Review Committee has reviewed your application for a minor adjustment to the above referenced project and has determined it to meet the minimum technical requirements of Section 11.02.04(C) and Section 7.10.23(H), St. Lucie County Land Development Code. This site plan approval becomes effective immediately. The purpose of this adjustment is for the installation of nine (9) wireless communication antennas (three (3) antennas to be located on the north side of the condominium, three (3) antennas to be located on the east side of the condominium and three (3) antennas to be located on the west side of the condominium) and a 230 square foot rooftop equipment shed on the roof of the Ocean Harbor N. Condominium. This approval does not in any way constitute authorization to begin construction. Prior to the commencement of any construction on this property, an application for specific building permits must be obtained from this department. Building permit applications may be submitted at any time following the receipt of this notice. For specific information on the composition of these submissions, including applicable fees, please contact the St. Lucie County Public Works Department - Building and Zoning Division at 462-1553. t Please contact me at 561/462-1960 if you have any questions. Sincerely, Community Development Director D1Mhs H:\projectsWextel-Ocean Harbor Mapproval-Itr. cc: County Attorney County Engineer County Surveyor Road & Bridge Acquisitions Building & Zoning . Allison Megrath (Urban Concepts) File JOHN D. BRUHN. 53isrricr No. 1 DOUG COWARD. District No. 2 • PAULA A- LEWIS. District No. J • FRANNIE HUTCHINSON. District No. 4 CLIFF BARNES, District No. 5 County Adminisrroror - Douglas M. Anderson 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Administration: (561) 462-1590 • Planning: (561) 462-2822 GISRechnicol Services: (561) 462-1553 Economic Development: (561) 462-1550 Fox: (561) 462-1581 Tourist/Convention: (561) 462-1529 • Fax: (561) 462-2132 Garloon Engineering Inc. Consulting Engineers/ Planners NEXTEL Indrio 5outh 5tructural Galculationo on 5upport Frame December 2001 2 4110 Aurora Street, Coral Gables, Fla. 305 40142&2 ph. 305 4.01 8387 fax CARLSON ENGINEERING, INC. 4110 AURORA STREET CORAL GABLES, FL 33146 (305) 461-4282 Indrio South / Naxw Communications im 1`'seflaaw 1�Jv�ao stErNM ' aF .&MMMsr IPC4- oM 9f< 2001 arm er Installation of United 9trucWres Shelter V- V x 2(7-0' wri9bt 22614lbs NcxtdEquipinentwaght 15" [be Total Shelter Weight 37614 16s Frame Design weights Frame span is 27 ft Column spacing is V ft and to shelter (a) 105 ft Assume primary beams carry half dwkzr weight a9 two equal concentrated bads symetricaDY placrd 37614 Ibs/ 4 = 94035 RP wncantratad bads max moment Pa 98736.8 ft-Ibs 95.7368 ft-ldps Find Fstuavalent Uniform bad _ per A15C table 2-295. (va- 9) simple beam design equivalent simple span uniform bad 6 FP= 2'079.13 Res/ it 25,07913 "ft f- 2667 P=toWY4= 9W35 61w primary beams from table 2-55 with span = 60 ft allowable udl = allowable udi / 15 = safety factor-- ailm able/ actual bads Pagel of 92 l5pafft 61 2.4 CARLSON ENGINEERING, INC. 4110 AURORA SiREEf CORAL GABLES, FL 33146 (305) 461-4282 Verify by frame anaV49 to uwdude wind bads aoe_�a 0, '%na4O ZW-M4 egrw. OF uuaawlm ar DOG DATE DEG CaBCKMmv wTE 12 ldm 121dps loft 151" mmc monwatt = 98.7368 ft-lips mmcstreso= Oro fyor21.6W S=mis Solve for min. section modulus (s) min. required S. Mob 54.8538 in ^5 Pri mmy =SEE= agwwmK55 s=7Pb im-5 51t Secondary members Span = Z/ft see attached beam analysis Load is w $sa 188M Ibs as 2ff-am udl pm ffbonmtis 85.6 ftmpg per ASP w 9, table 2-M min. beam sit at27footTan 6 W12OOO Rtdt2 9.404 lops Page 2 of CARLSON ENGINEERING, INC. 4110 AURORA STREET CORAL GABLES, FL 33146 (305) 461-4282 5ize connecV0n5 W12x53 COPE I" AT TOP FLANGE 2-6'x6"x W ANGLE Alt. A Column CapadW ,B IJ%PTeL 1.N p04O SX'gt* agrw. 3 cruaiun®er -- ME �� Znol W14s99 ax89G318' structural tube bmgth = 3.5 feet eornpaat section allowable bad 3B0 UPS Antenna Attachment at Masonry Parapet wall Antenna area = 4 s4 feet AppiM worst case Wind load -12652 psf Appal bad at attachment bracket fasteners -12.65' 4 = -606A8 I* Appied load / No oFfastenere 12652 Ibs per fastener Simpson Wedg-it anchors Fastener is speaW as We diameter x 4" expansion bolts with shear and pull capacity OF 840 Ibs tension 670 Ibs shear Page 5 of CARLSON ENGINEERING, INC. 4110 AURORA STREET CORAL GABLES, FL 33146 (305) 461-4282 jm 'lf OVTcs- . 40a.0 dtR+iCM srM w. ic of cruaa^imsr Uoe- DAM lc;�G Zool NEXTEL Indrio South eT a Building Basic wind speed (V) 140 ergdr struchiral Category I Exposure C Structure Natural Frequency 10 Hz Slope of Roof (Theta) 0 Deg Type of Roof Monoslope Eave Height (Eht) 115.00 ft Rage Height (RHQ 115.00 ft Mean Roof Height (Ht) 110.00 tt WidUr Pe . iA Wind (B) 300.00 ft Width Parallel tD Wmd (L) 75.00 ft pain ' Ratio 0.01 CAPS T 01 S�rrBe TabULeast to Hormordal Dim Fle�ableSbixtrre i;ksMckw CaMeowit: - �rar�= _ , �i„ ,K 0-6' Hit rGc' (331zrO-167 0.1781 T.(r, n e7 (i/(1+0.63'((B+HtyLanr'0.63)r'0.5 Q.Bi q-9. 1+7'la m 1+7`lan 0�71 GustFM:Wv Ca[egwyMt .FfrbeacD ffjSwmTFmSftucftmm bn-r(zm/33rAm'Vhref 44t£ F1 NatFreq'LanlVan UZ (7.465'NF1)/(1+10.302*Wlr7.657 0donl h 4-6•NatFreq•HW27n b 4.6'NatFreq'B/Van 15.4•NatFreq'DepgdVkm 77 1/Nh4l/(2'Nh^2' 1 2*M))) 1/Nb{1/(2-Nb"2)'(1-FXP(2•Nb))) OJfT d 1/Nd-(1/(2'Nd^2)' 1-EJCP(-2'Nd ((1/Be4)'Rn'Rh'Rb•(0.5W-4 )"0.5 00E Peak factor - -- 1+2•GG'Izm' Q"2+RR^2 1+7'lan 0! A5CE 7 -95 Carlson Engineming, Inc Page No.1 of 6 CARLSON ENGINEERING, INC. 4110 AURORA STREET CORAL GABLES, FL 33146 (305) 461-4282 .. fJ6FTc'c' SWUM- '� aF CAUL AIMM G DATE Pier, to1 . . . . , . . , Moo. ft KZ Kat qz agftA2 Premm V5ffKk rdid VMr w 4GCp 4;Cpl +GCpl -C( 115 1-M 1.000 56.90 2sm--- 4g '° 11.99 20-51 110 12M 1.000 56.37 28.18 4L48 11.84 20.36 100 1.2M 1.000 5525 27.42 47.72 11.52 20.04 90 I-= 1.000 54.04 26.60 46.89 11.17 19-69 80 12M 1.000 52.71 25.70 45.99 10.79 19.32 70 1.174 1.000 5125 24.70 45.00 10.38 18.90 60 1.137 1.000 49-62 23.59 43.88 9.91 18.43 50 1.094 1.000 47.75 22.32 42.61 9.38 17.90 40 1�l44 1.000 45.56 20.83 41.12 B-75 1727 30 0 1.000 42.88 19.01 39.30 7.98 16.51 20 0 1.000 39-37 16.63 36.92 6.98 15.51 15 0849 1.000 37-06 15.05 35.34 6.32 14.84 I L A5M 7 _car QwIsm EjincerbV, Inc Page No. 2 of 6 CARLSON ENGINEERING, INC. 4110 AURORA STREET CORAL GABLES, FL 33146 z. (305) 461-4282 affrNM ro OF auaRwTEDer ve@• oA� 'DEG Zoor CHECKM o MJ.F Wam(Perpeo�b75*wMWags (parallel to 75 ftwall) -020 49-73 0. � -0.70 -43.69 23. WzdwmdEdjm0f€fD55t1 4 M �i27Windward Edge: 55ftto110ft lfnxn -0.90 -5327ti3LWmdwardEdge-110ftb220ft -0.50 -34.10 -13.81 VVhxfward : > 220 ft -0.70 -43.69 -23. Rod-Pta&- Ib (ABTIda Wmdward � 0 ft to 55 ft 4.04 -59.98 Windward Edge: 55 ft to 110 ft -0-70 -43-69 -23- Winward Edge-110 ft b 220 ft -0.70 -43.69 23 Windward . > 220 ft -0-70 -43-69 -23. Vi'A F, roZ'-TI.! II%IItiZI1D�1pIV [=4.�-7-7 /SCE 7 -95 Carlson Engincering. Inc Page No. 5 of 0 CARLSON ENGINEERING, INC. 4110 AURORA STREET CORAL GABLES, FL 33146 (305) 461-4282 2a im rjcwrcW sffrro. aF aacuuTMer U�- DM T;Ve, 74001 DM Figure 6-8 - External Pressure CoeW'wkmft. GCP Loads on Components and C Wing for Buddngs wl Ht> 60 ft u a= 7.5 => 1 7.50 ft .. 1 [t 5 4 a z Ponert Width (III)(M Length Area (iN2) Zone Press(dR'2 IL thin flax Ym na F!2elter 0.5 8 4.00 5 0.9D 1B0 60.ti8 °;11161P 10 20 13333 5 0.72 433 50.91 -85-03 0 0 0.00 ''� � art: ?- �e j �?j:•!S � I - Iz�- =2:,' ASCE 7 -95 Table 6-4 Intemal Pressure Coefficiemft for Builklim. Gcai Couddim GCPI M=+ tllax- Open Buildings 0.00 0.00 Partially Enclosed BWdegs 0.80 -Q30 ldkW eft 1) Hurricanelxone region (V>=110 mph) 0.80 -0-M 2) Glazed openegs in lower 60 ft o9w buMngs 0.18 O t8 otherbuld 0.1a -0:18 Carlson Engineering, Inc Page No.4 of 6 CARLSON ENGINEERING, INC. J0B a4-vc-%- 4110 AURORA STREET sra=rru 8 CORAL GABLES, FL 33146 ors Uwe, Zeo l (305) 461-4282 tea' scALr Table &8• Force Coefficients for Solid Signs © SONNY:: O� 0� 0�I 0 'z 0� 1) Signs wM openings �P�ng less than 30% of gross area are considered so5d signs 2) Signs where distance from ground to bottom edge is less than 025 times ver5ral dmuensan are considered at ground level v - ratio of height to VAM M - larger dimension of sign N - Smaler dnrension of sign Table 6-8: Force Coefficients Open Signs and LaMm Solidity Ratio (e) Cf F7aESide Yernbers Round hers D <-- Al ft D > Al ft <0-1 1.2 1.2 0.8 _1 fa 29 1.8 1.3 0.9 .3ts 7 1.6 1.5 1.1 Notes: 1) Signs with openings comprising 30% or more of gross area are considered open signs e - ratio of sofid area to gross area D - diameter of l Kxd round member Carlson Engbmwfng, Inc Page No. 5 of 0 CARLSON ENGINEERING, INC. 4110 AURORA STREET CORAL GABLES, FL 33146 (305) 461-4282 . f'j4Wfac_ rLiuva�o sa-are SHMNo. 9 OF GtauTMer -pa o OFJG Zom NEXTEL Indrio South Table B-10: Force Coeflicierts for Trussed Towers M Mearber Rand Member Factor Rom�d Member Factor for Ytrird on Dbgo=' mm Triangle wer Taxer Sgnare Tfto. a Tower Taxer 72 3.17 0.57 212 1.81 1.04 V352 45 296 0.58 1.98 1.70 1.08 1 277 0.58 1.86 1.61 1.11 .98 Z60 0.59 1.76 1.53 1.15 78 244 0.60 1.67 1.47 1.19 59 Z30 0.62 1.60 1.41 121143 217 0.63 1.53 1.37 120 0.40 228 206 0.65 1.49 1.34 120 0.45 216 1.97 -'if67 1.45 1.33 120 0.50 205 1.90 0.70 1.43 1.33 120 0.55 1.97 1.84 0.72 1.42 1.34 120 0.60 1.90 1.80 0.75 1.43 1.36 120 0.65 1.86 1.78 0.79 1.46 1.40 120 0.70 1.83 1.78 0.82 1.50 1.46 120 0.75 1.83 1.79 0.86 1.55 1.53 120 0.80 1.84 1.82 0.90 1.65 1.63 120 0.85 1.88 1.86 0.94 1.76 1.75 120 0.90 1.93 1.92 0.98 1.90 1.89 120 0.95 201 200 1.00 201 200 120 Notes: 1) Factor "s to be applied to WOU on dogonal or square lower. 2) WffW faces on tower appuderances (Laddem conduits. fi . elevators, etr- dmH be determaied by using appropriate force coetficierts for Brew elements. ASLE 7 -95 Carlson Enemwn"g, Inc Page No. 6 oF6 ST. LUCIE COUNTY PUB' : WORKS BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 561-462-1553 SouT+{ AO-cE. %kelg c� DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Cerfmration is to be completed by the project design architect or engineer. This Certification must be submitted with all application for buildbIg permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requirin a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no Structun walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please come the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME �, r)O OFFICE USE ONLY STREET ADDRESS p, PR NUMBER T . LL4 PERMIT NUMBER OCCP. TYPE CST.TYPE CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAV BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODE CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENT DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIE _ BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the aooroprite box) 1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED _ OPEN BUILDING 3. BUILDING HEIGHT: 110 FT 4. WIND SPEED USED IN BUILDING DESIGN: I4-0 MF 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE H): 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: T. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 8. IMPORTANCE/USE FACTOR(OBTAINFROM BUILDING CODE): 401 9. LOADS: FLOOR —PSF ROOFIDEAD: L LA PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES I explaination) IQ11 IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES ✓ NO `12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES explaination) J�� 13. MINIMUM SOIL BEARING PRESSURE: �_ PSF G I 45 PSF I PSF I ROOFIUVE: 440 PSF I NO _ If NO, why? (attach If NO, why? (attach exp NO_ If NO, why? (attach AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS IS T:=O TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAM �' .THE NO: ��� lOZR�I [s DESIGN FIRM:( CL fjK. 1J00ArADATE: NEXTEL FLORIDA MODULAR EQUIPMENT SHELTER GENERAL SPECIFICATIONS AND OPTIONS: SITE* FL0000 VARIOUS, FL TYPE: STANDARD AGGREGATE BUILDING DIMENSIONS: 11 1.6'v X 20' ROOF TOP 2 HR. WALLS, FLOOR & CEILING STEEL FRAME SHELTER SINGLE PHASE NOTES: 200 AMP SERVICE_ 1) NOT INTENDED FOR HUMAN OCCUPANCY. 2) ONLY INTENDED TO, BE USED FOR THE SHELTER OF TELECOMMUNICATIONS EQUIPMENT. 3) CONSTRUCTION TYPE IV. 4) USE GROUP S2. .5) ELECTRICIAN'S SPEC NOTES - SEE SHEET 10 OF 10 6) WEIGHT OF SHELTER IS 22,614 POUNDS. DESIGN SPECIFICATIONS: A - FLOOR LIVE LOAD OF 225 PSF INCLUDING WEIGHT OF EQUIPMENT.. B - ROOF LIVE LOAD OF 20 PSF. C - WIND LOADING : 150 MPH, EXPOSURE "A THROUGH D" ELEVATION HEIGHT UP TO 120 FT. D - SEISMIC LOADING AVO.05 SEISMIC PERF CATEGORY "A" Thu documerd and a in(armmlion .tamed herein ore Ne m deto data end rode ettrttf of lGtlar Butl'm affmo UNITED STRUCTURES INC.r d=menl and Ne info mo oneen oinetl9hertinme IMMOSTRUMRESINa A MILLER BUILDING SYSTEMS COMPANY .% nn "e repmtluyyced, used or disclosed m m monner er .,'�. NM Ne nprlar .atlCe uthotlxadlen of iiNdler Bdinp Inc.) BINGHAMTON, NY 13904-0194 (607) 772-9810 "sxeme, Ina. COVER SHEET FLORIDA BUILDING CODES: 1997 STANDARD BUILDING CODE 1994 NFPA 101 LIFE SAFETY CODE 1996 NATIONAL ELECTRICAL CODE 1997 STANDARD MECHANICAL CODE 1997 FLORIDA ENERGY EFFICIENCY CODE. FOR BUILDING CONSTRUCTION 1997 FLORIDA ACCESSIBILITY STANDARDS DRAWING LIST: SHT REV DATE DESCRIPTION 01 0 11/01/01 COVER SHEET 02 0 11/01/01 BILL OF MATERIALS 03 0 11/01/01 EXTERIOR ELEVATIONS 04 0 11/01/01 FLOOR PLAN - 05 0 11/01/01 INTERIOR ELEVATIONS 06 1 0 11/01/01 REFLECTED CEILING 07 0 11/01/01 VIROC FLOOR FRAMING 08 0 11/01/01 ROOF FRAMING & ROOF PLAN LAYOUT 09 0 11/01/01 WALL SECTION 10 0 .11/01/01 ELECTRICAL PANEL SCHEDULE USI PROJECT NO: US] JOB NO: SEAL 99-0097-NY1 1 0000 SITE: VARIOUS, FL CUSTOMER: NEXTEL FLORIDA CHECKED BY: ' SHEET: 01 OF 10 OATS: 11 01 01 Jon Maule SIZE B TY BUILDING PE: 11620RTlP200A 0 NONE NOV 2 2001.E " V't' ITEM QTY. DESCRIPTION MODEL No. ITEM QTY. DESCRIPTION MODEL No. TA 1 MARVAIR 60,000 BTU HVAC UNIT WITH 5 KW HEATSTRIP AND ECONOMIZER AVP60ACA05CU 31A 1 DAYTON HIGH TEMP CONTROL 2E-206 31 B 1 DAYTON LOW TEMP CONTROL 2E-206 1 B 1 MARVAIR 36,000 BTU HVAC UNIT WITH 5 KW HEATSTRIP AND ECONOMIZER AVP36ACA05C 41 1 MARVAIR LEAD LAG THERMOSTAT LL-357A 42 2 CENTEX SMOKE DETECTOR 7000 SERIES 2 1 S-0" X 7'-0", 18 GA. INSULATED, PRIMED AND PAINTED STEEL DOOR VC3070N81 C 43A 8 LITHONIA LIGHTS WITH WIREGUARDS C 2 32 120 GEB 43B 16 SYLVANIA BULBS F032/730 3 1 SIMPLEX LEVER HANDLE LOCK SET WITH BEST KEY OVERRIDE 1021B 44 * 18" WIDE CABLE RACK W/ACCOMPANYING HARDWARE RMJCL-18 4 1 1'-Y X S-4" DOOR HOOD' PRIMED AND PAINTED TO MATCH TRIM USI 6000 * SHIP GENERATOR RECEPTACLE AND 6 1 ANTI -PICK GUARD USI 6016 TRANSFER SWITCH LOOSE IN BUILDING 8 1 60W INCANDESCENT EXTERIOR LIGHT WITH MOTION DETECTOR vSooA/RABGTSoo 9 1 MICROFLECT 16 PORT CABLE ENTRY PANEL B1447 GENERAL NOTES: 10A 1 EXTERIOR 4" X 23" X 1/4" GROUND BAR GH-7000 1) ALL EXTERIOR EQUIPMENT IS WEATHER PROOF. 10B 1 INTERIOR 4" X 23" X 1/4" GROUND BAR GH-7004 11 1 GE NEMA..LINE-5 120V 20A EXTERIOR GFI RECEPTACLE GFR5342-2 2) HVAC UNITS HAVE ECONOMIZERS AND 5 KW HEAT STRIPS. VERIFY OVERLOAD PROTECTION FOR COMPLIANCE WITH - 12 1 APPLETON POWERLITE 200AMP GENERATOR RECEPTACLE 3 WIRE 4 PIN AR20034RS MANUFACTURES DATAPLATE. 3) INTERIOR HEIGHT OF STRUCTURE IS 9'-1/2" A.F.F. 4) CABLE RACK IS 7'-6" A.F.F. 16 1 EMERGENCY LIGHT & EXIT LIGHT COMBO CCX31 RWHDH 5) ALL EQUIPMENT AND CABLE RACK ARE TO BE GROUNDED 18 1 NORTON DOOR CLOSER 9305BC DIRECTIONALLY BACK TO THE INTERIOR GROUND BAR OR 19 1 KIDDE 20LB CO2 FIRE EXTINGUISHER PR020CDM NEAREST CORNER WHICHEVER IS CLOSEST. HALO GROUND WITH #2 GREEN INSULATED COPPER 20 * WIRE WITH 4 CORNER DROPS AND 1 UNDER USI 6004 GROUND BAR SPECIAL NOTES: 1) HVAC MEA #350-91. 21 1 2 HR. TIMER WITH DUPLEX RECEPTACLE FD32H 22 3 120 VOLT 20 AMP DUPLEX RECEPTACLE 5252 - 23 1 1 120 VOLT 20 AMP QUAD RECEPTACLE 5252 24 1 4' X 4' X 1/2" OSB PRE —LAM TELCO BOARD 25 1 TELCO GROUND BAR GH-7008 US PROJECT NO: USI JOB NO: SEAL ' 99-0097-NY11 0000 27 1 MANUAL TRANSFER SWITCH DTU224NRB 28 1 SQUARE D 200 AMP MAIN POWER PANEL Q0140M200 SITE VARIOUS, FL CUSTOMER: NEXTEL FLORIDA 30 1 APEX SURGE ARRESTOR CP120SMT DRAWN BY: CHECKED BY: SHEET; DATE: Fred Harper Jon M( O2 OF 10 11 01 01 91ZE BUILDING TYPE: REV APPROVED BY: SCALE: 1 /4" = 1'-0" B Ill 620RT1 P200A INLTE UNRED STRUCTURES ."'. UNITED INC. BINGHAMTON, STRUCTURES INC. A MILLER BUILDING SYSTEMS COMPANY NY 13904-0194 (607) 772-9810 T14a avcument end on inlmmauva cvntvin.d prapne 7 tivty area trvaa aecrt vT Miner ina. ,„ dvwmenl vna Na In/vme an wntvined may riot he rtp<.du<.a. and ar e,da,ea in many ertene (a.apt by or m Miuer eA tna yya�Nivapaar wri en vuhe zallvn of Yll h.ih vra the eueing Syztema, here am m.nna,.r Syatema, tree.) Bold g BILL OF MATERIALS —T0 unit 1) nnrnfH' l V/ (wr c cwl FF1 WALL A (6 REQ'D) wAi I _ I^ I CAD WELD 20-0" OF #2 TINNED COPPER TO OUTSIDE AND INSIDE GROUND BARS. m and vu mmrmevvn c nwmea co"'" the DRAWN MAY& UNITED STRUCTURES INC °1OPdGtg dva and trod° vecrte of MLer B ltlinq Sy emv, Fred of davumentand heNr7.. n I. n,r hero EXTERIOR ELEVATIONS UNREOSiRfICNflES INC. mvy not ee tC-ceced, aced or tllecbeed In aM maimer ar ,,,'. A MILLER BUILDING SYSTEMS COMPANY many e°tent �e:ee°e M or . wiser .1ninny system,, Inc.) gPPRot HINGHAMTON, NY 13904-0194 (607) 772—' "^°^ me Gdar "dtten eor to adan of Miner Bandlny syrteme, Inc. I wAi i n ili NOTES: 1. REMOVE EXTERIOR LIGHT AND DOOR HOOD BEFORE SHIPPING. 2. LABEL GENERATOR RECPTACLE WITH WIRING DIAGRAM. * SHIP GENERATOR RECEPTACLE AND TRANSFER SWITCH LOOSE IN BUILDING KEY PLAN: C B D A 9 PROJECT NO: JUSI JOB NO: SEAL 9-0097-NY1 0 1. 03 OF 10 1 11 01 01 Jon Maule SCALE: SIZE BUILDING TYPE: REO 1/4" = 1'-0" B 11620RTlP200A 0 B NOV 2 20L I FFF CONSTRUCTION PLAN ■ &,wm UNITED STRUCTURES INC. ��;1p� A MILLER BUILDING SYSTEMS COMPANY BINGHAMTON, NY 13904-0194 (607) 772-9810 1B KEY PLAN: C B D A n am Nv ildutq Syatem0. ivned herein FLOOR PLANS iry mvnner er 6 a., Inc) * SHIP GENERATOR RECEPTACLE AND TRANSFER SWITCH LOOSE IN BUILDING ----------- -,-------------i I I I iii iii I 22 I 22 I I I ------------------}------------------ I ,' 21 28 1 22 I 16 30 25 10B I I 41 I 24 9 I I Z- FLOOR PLAN LAYOUT IS[ PROJECT NO: USI JOB N0: SEAL 99-0097-NY1 0000 IITE: VARIOUS. FL 11 NEXTEL FLORIDA SHEET- DATE: DRAWN BY: CHECKED BY: O4 OF 1 O 11 O1 01 ' Fred Harper Jon Maule APPROVED BY: SCALE: SIZE BUILDING TYPE: REV 1/4" = 1'-0" B 11620RT1P200A 0 FFF 66 BLOCK'S ALARM WIRING EXTENDING FROM INSULATOR AT END OF CONDUIT. LENGTH TO REACH FLOOR AND PER ALARM SCHEDULE t n t 1(9-a 41 6" X 6" J-BOX POWER FAIL INTRUSION ALARM I_-1, jN. FBI fl • • ENTRY CAPPED BOTH EMT • •TELCO GROUND 13AR WALL C II ijF&r■ UNITED STRUCTURES INC. mawsmucmeEswc A MILLER BUILDING SYSTEMS COMPANY wor BINGHAMTON, NY 13904-0194 (607) 772-9810 HVAC GRILLS DIM'S ARE FOR R.O.'S 4 V3 _ 1 fD N _ U1 la i TOP OF 1-BEAM" 4" VINYL BASE 4" VIN._ WALL B 1►11/_1 4 4 111 " INTERIOR ELEVATIONS Fred Harper Jon Moule m9r manner ar syte �q inc) APPROVED BY: SCALE: — 8.1d1/4' - 1'-0 .� -w�. ALL EQUIPMENT GROUND WHIPS HVAC GRILLE MUST BE INDIVIDUALLY CRIMPED DIMENSIONS TO HALO GROUNDING. ARE FOR R.O. 2'-7 1 /2" TOP OF "I -BEAM„ * SHIP GENERATOR RECEPTACLE AND TRANSFER SWITCH LOOSE IN BUILD-ING KEY PLAN: C IS D A US JOB NO: -NY1 1 0000 OF 10 11 ZDj ZO1 UILDING TYPE REV 11620RT1P200A I 0 NOV 2 2001q y NOTES 1) ALL EXTERIOR EQUIPMENT WEATHERPROOF. 2) 10" X 10" J—BOX CONTAINING 8 RECTIFIER DROPS. ALL RECTIFIER DROPS WILL BE W-6" IN LENGTH. LEAVE COILED IN BOX. -4) BOND CABLE TRAY TO HALO WITH #2 GREEN IN ONE LOCATION. 5) BOND CONDUITS AND COUPLINGS WITH #6 GREEN TO HALO. 6) BUILDINGS NEED TO BE SHIPPED WITH HVAC EXTERNAL BREAKER IN THE ON POSITION. CEILING LAYOUT smAym UNITED STRUCTURES INC. uxrrEosmucruneswc. A MILLER BUILDING SYSTEMS COMPANY �"�• BINGHAMTON, NY 13904-0194 (607) 772-9810 °u KEY PLAN: C B D A b M wile ewu' q System REFLECTED CEILING r dsd°ustl i° Sn o s,. r ° .u.l BuiltlNg Sy°tems, Nc.) rizcFi°n °/ 1lller BUWng * SHIP GENERATOR RECEPTACLE AND. TRANSFER SWITCH LOOSE IN BUILDING /4" LADDER RACK LAYOUT Si PROJECT NO: US[ JOB NO: SEAL 99-0097-NY1 0000 3TE: VARIOUS. FL DRAWN B7: CHECKED BY: O6 OF 1 O I O1 O I Fred Harper Jon MauIe NPPROVED BY: SCALE: SRE BUILDING TYPE: REV 1/4" = l'-O" B 11620RTlP200A 0 NOV m WN NOTES: 1) ALL STEEL, A36 GRADE OR BETTER. 2) END BEAMS FULLY WELDED TO MAIN BEAMS. 31 ALL EXPOSED STEEL TO BE FULLY PRIMED. 4) MAIN BEAMS WILL BE CONTINUOUSLY SUPPORTED UNLESS OTHERWISE NOTED. iALL SCREWS WILL BE SELF TAPPING ELF COUNTER SINKING VIROC SCREWS. W12 X 22 MAIN BEAMS COPE W12 X 22 END BEAMS BOTH ON TOP AND ON BOTTOM SO THAT THE FLANGES ARE FLUSH PffIpwAw*.1mIODIN lya1k69 3/16" FULLY WELDED I SECTION A -A NOT TO SCALE I WELD DETAIL (TYP 4 PLCS) 19'-10 1/2" 1'-4" W6 X 9 INTERMEDIATE BEAMS 16" O.C.- 00 W6x9 BEAM MAIN BEAMS rl 14 REQ'D. W12 X 22 FULLY WELDED .tC.. to I END BEAM o W12 X 22 o FULLY WELDED 7 < v r- N J U L p L nAl \moo � I 7 N : `mot I �m i�Nti _,NN�r�OI LIFTING PLATES 00 (4) REQ.- to W12X 22 MAINAIN BEAM 12" x 12" x 1/8" VINYL 16 GA. 3-5/8" COMPOSITE TILE. 9/16" 22 GA. UFS BOTTOM TRACK GALVANIZED DECKING W6 X 9 INTERMEDIATE BEAM STIFFENERS AND LIFTING PLATES 4" MINERAL WOOL INSULATION 5/8" TYPE "X" SHEETROCK . 5/8" TYPE "X" EXTERIOR SHEETROCK FIRE TAPED & SPACKLED PRIMED & PAINTED WITH CERAMIC ROOF COATING - ■mLy■ UNITED STRUCTURES INC. "BRry IWIMOSTRUCTURESINC. moy not bl ."" A MILLER BUILDING SYSTEMS COMPANY to any exte BINGHAMTON, NY 13904-0194 (607) 772-9810 mthuut `h. "..a m c..m..d Fn." m.00er .r to MM., MdIg Slt.m., Inc.) .uNodzoGon of Miller Me., � I 5'-0" 1" TONGUE AND GROOVE VIROC I \L STEEL TRACK 2'-0" O.C. SECTION C-C NOT TO SCALE FLOOR FRAMING BY: 1'-4" 12" x 12" x 1/8" VINYL COMPOSITE TILE. 1" TONGUE AND GROOVE VIROC MECHANICALLY FASTENED TO GALVANIZED DECKING 9/16," 22 GA. UFS GALVANIZED COMPOSITE METAL DECKING 4" MINERAL WOOL INSULATION 5/8" TYPE."X" SHEETROCK 5/8" TYPE "X" EXTERIOR SHEETROCK FIRE -TAPED & :SPACKLED PRIMED & PAINTED.WITH CERAMIC. ROOF COATING W12 X 22 MAIN BEAMS 11 :RMEDIATE BEAMS SECTION B-B NOT TO SCALE WELD DETAIL (TYP 28 PLCS) USI PROJECT NO: USI J013 NO: SEAL 99-0097-NY1 0000 SITE: VARIOUS, FL CUSTOMER: NEXTEL FLORIDA SHEET: DATE BY: on Maule 07 OF 10 11 01 01 on SALE. SIZE BUILDING TYPE: REV %4" = 1'-0" B I 11620RT1 P200A 0 NOV 9 2001 lJ-'It 19'-10 1/2" 6" 16GA. STEEL JOIST/RAFTERS SPACED 16" O.C. co 1'-4' SEE DETAIL A 6"-16 GAGE INTERMITTENT WELDED 6"-16 GAGE INTERMITTENT STRUCTURAL STEEL JOIST/RAFTER WELDED STRUCTURAL (32 REQ'D, 16 JOISTS AND 16 RAFTERS) TEEL TRACK TO JOIST AND (2) 6"-16 GAGE NAILERS & RAFTER (SEE DETAIL "A") (1) ON EITHER END OF ROOF (2 REQ'D) 12 GA. STEEL ROOF SHEETS OVERLAPPED 4" MINIMUM, WELDED CERAMIC ROOF TO RAFTERS (SEE SHEET 9). COATING AND PRIMER OVER 12 GA. STEEL SHEETS ------------- I -----! I I I II II I I • II II I I SHELTER WALLS I I L1--- — — — — — — — — — — — — — — — — — — — — — — �imay■ UNITED STRUCTURES INC Th1ed°"re"`° ° " °da Oropdetvry dale an trod. se b of Wto, S. Inc Tha document vntl Ne intormvwn .onto ANllEDSTflUCi11flESINC. to net be reproduced, used or esclnsed In .,". A MILLER BUILDING SYSTEMS COMPANY t. any extent (eeeepl Ey or a AGller Building BINGHAMTON, NY 13904-0194 (607) 772-9810 S64nyt a vprfor .Bleb ojIa own et Mmer 8 7/8" 6" STRAIGHT CEILING JOIST 1/8" 1-12 FLANGE TO FLANGE STRUCTURAL STEEL TRACK (TYP.) BOTH SIDES NOT SHOWN FAR SIDE DETAIL A 0. DRAWN BYtan . �Fred Hari ROOF SECTION IIAPPROVED BY: i 6" 16 GA. STEEL RAFTER WEB WORKING POINT ® TOP FLANGE BEND RELIEF TO ACHIEVE — I I`1/2" PER FOOT SLOPE MIN. 12" 1/2" FULL DEPTH WELD @ WEB THE FUDLLBLENGTH OFLANGE DETAIL B PITCHED ROOF RAFTER SEE DETAIL "B" FULL DEPTH WELD WEB t & WELD BOTTOM FLANGE f THE FULL LENGTH NOTES: 1) ROOF PITCH (1/2" PER FT.) UNLESS OTHERWISE NOTED ON CROSS SECTION. 2) SEE DETAIL B FOR ROOF RAFTER CONSTRUCTION. 0097-NY11 0000 NEXTEL FLORIDA CHECKED BY: SHEET: DATE Jon Moule 08 OF 10 11 Z01 B 1 11620RT1 P200A 1 0 NOV r 2001 t B ■ NOTES: 1) ALL STEEL TO BE FULLY PRIMED. 2) WELD ELECTRODES: E70 IN ACCORDANCE WITH AWS. 3) MAIN BEAMS WILL BE CONTINUOUSLY SUPPORTED UNLESS OTHERWISE NOTED. 4) FIRE RATED ASSEMBLY PROVIDED BY OTHERS FOR MICROFLECT ASSEMBLY. 5) RODENT RESISTANCE SHALL BE PROVIDED BY OTHERS. WALL CONSTRUCTION BUILT TO UL—U419-491 FLOOR CONSTRUCTION BUILT TO ASTM—D1037-90 ANSI—A208-1989 CEILING CONSTRUCTION BUILT TO ASTM—C/36/E119 12 GA. STEEL SHEETS WELDED TO JOIST WITH 1/8" INTERMITTENT @ 16" O.C. INSULATE WITH 6" MINERAL WOOL INSULATION 3/4" ULTRACODE CORE MECHANICALLY FASTENED TO STRUCTURAL STEEL JOIST 3/4" ULTRACODE CORE MECHANICALLY FASTENED TO STRUCTURAL STEEL JOIST FIRE TAPED AND SPACKLED PRIMED AND PAINTED WHITE 3 5/8" TOP TRACK WELDED TO WALL STUDS WITH 1/8" FILLET WELD 3/4" ULTRACODE CORE FIRE TAPED AND SPACKLED 1/8" FIRE RATED FIBERGLASS REINFORCED PANELS WITH MOLDING TRIM 12" X 12" X 1/8" COMPOSITE VINYL TILE FLOOR FRAMING VIROC SEE SHEET 07 OF 10 ��L�■ UNITED STRUCTURES INC. �,, E d MTEDSTRUCTURESINc. A MILLER BUILDING SYSTEMS COMPANY m a„y t°,e •,'y• BINGHAMTON, NY 13904-0194 (607) 772-96e„ 10 "IR°"` systems• I", used or dscl°sed N mry mc""er r or to Miller BuiWI"g Systems• I"oJ suIDonzaL'en of W., Mdi, ROOF SHEETS SEAMS FULLY WELDED CERAMIC ROOF COATING APPLIED OVER PRIMER 6" 16 GA. STRUCTURAL STEEL ROOF TRACK WELDED TO ROOF JOIST AND WELDED TO TOP TRACK WITH 1/8" FILLET WELD 1/4" LONG O 16" O.C. \ 12 GA. STEEL FASCIA AGGREGATE x TYVEK BARRIER 0 w x 3/4" ULTRACODE CORE FIRE TAPED AND SPACKLED 14 GA. SHEATHING WELDED x TO STEEL STUDS WITH 1/8" z INTERMITTENT WELD 0 16' O.C. 3 5/8" 16 GA. STRUCTURAL z STEEL STUDS Qn 12" O.C. EN WELDED TO TOP AND BOTTOM TRACK FLANGES WITH 1/8" FILLET WELDS 3" MINERAL WOOL G INSULATION TO ATTACH BOTTOM TRACK TO MAIN AND END BEAMS, USE 1/8" HILT[ SHOT ® 32" O.C. ALTERNATED WITH 1/2" PUDDLE WELD AT 32" O.C. RESULTING IN A CONNECTION AT EVERY 16" O.C. J CHANNEL 1" X 1" X 1/8" ANGLE ANCHOR BUILDING MAIN BEAMS TO BASE FRAME WITH 3/8" X 12" LONG FILLET WELDS. MINIMUM OF 3 (EQUALLY SPACED) PER SIDE USI PROJECT NO: USI JOB NO: SEAL 99-0097-NY1 1 0000 BASE FRAME DESIGNED AND INSTALLED SITE; BY OTHERS. (FOR REFERENCE ONLY) VARIOUS, FL CUSTOMER: NEXTEL FLORIDA DRAWN BY: CHECKED BY: SHEET: DATE: CROSS SECTION Fred Harper Jon Maule 09 OF 10 11 /01 /01 APPROVED BY: SCALE: SIZE BUILDING TYPE: REV 1/2" = 1'-0" B 1 11620RTl P200A NOV ? 2001 771 PANEL SPECIFICATIONS PANEL SCHEDULE MANUFACTURE: SQUARE D MODEL: #QO1 40M200 SERVICE: 2" C, (3) #3/0 AWG, #6 AWG GIRD LOAD LOAD PER PHASE(VA) LEFT BANK RIGHT BANK LOAD PHASE(VA) PER LOAD OLTS:120/240 PHASE: 10 MAIN BUS AMP: 200 A MAIN CB AMP: 200 WIRE: 3W MOUNTING: SURFACE DESCRIPTION Q UNIT VA A B POLES C.B. A B A B C.B. POLES A El u r VA OTY DESCRIPTION NEMA TYPE:ONE NEUTRAL BAR:YESGROUND BAR: YES I KEY LOCK: YES GFCI: YES A/C: 10,0000 A RECTIFIER #1 1 4320 2160 2 30 30 1 2 30 2 2160 2160 4320 1 RECTIFIER #2 NOTES: 1) SITE CONTRACTOR SHALL VERIFY AIC RATING OF UTILITY DOES NOT EXCEED 10,000 A BEFORE CONNECTING PERMANENT POWER. 2) ALL WIRE IS COPPER, AND RATED PER NEC CODE. 2160 3 4 RECTIFIER #3 1 4320 2160 2 5 6 30 2. 2160 2160 4320 1 RECTIFIER #4 2160 7 8 SPARE #5 1 2 9 10 30 2 1 SPARE #6 3) CONTRACTOR SHALL PROVIDE A CONTINUOUS GROUND IN ACCORDANCE WITH NEC 250. 4) SPARE CIRCUITS, WIRES AND BREAKERS SUPPLIED. 5) WIREWAYS CONTAINING THREE OR MORE CURRENT CARRYING CONDUCTORS SHALL BE ' 30 c 11 12 BE DERATED PER NOTE #3 OF TABLE 310-18 OF THE NEC. 6I ELECTRICIANS ARE TO USE STEEL COMPRESSION FITTING. TJ ELECTRICIANS ARE TO USE METALZIPPITS FOR ANCHORING EQUIPMENT. 30 SPARE #7 1 L 13 14 3Q 2 1 SPARE #8 15 16 ALARM SCHEDULE —INTRUSION (DOOR ALARM) —AC SURGE PROTECTION FAILURE SPARE#9 2 30 17 18 30 2 1 SPARE #10 19 20 —HIGH TEMPERATURE —SMOKE DETECTORS —LOW TEMPERATURE —HVAC MAJOR ALARM —AC POWER FAIL —HVAC ,MINOR ALARM 60 HVAC UNIT#1 1 8074 4037 2 50 _2 2520 5040 1 HVAC UNIT#2 4037 23 Z4 2520 SPACE 25 26 60 2 SURGE ARRESTOR ALARMS ARE WIRED NORMALLY CLOSED, OPENING UPON ALARM CONDITION *RED AND GREEN WIRES PRIMARY, OTHERS SPARE SPACE 27 28 ONE LINE SPECIFICATIONS SPACE 30 20 1 960 96 10 LIGHTS SPACE 31 31 32 20 1 240 120 2 SMOKE DETECTOR 20 DESCRIPTION MANUFACTURE PART # RATING COMMENTS RECEPTACLE WALL A 1 180 180 1 33 34 20 1 180 180 1 GFI RECEPTACLE UTILITY FEED N/A N/A 200A,120/24OV,10, 3W BY UTILITY RECEPTACLE WALL B 1 180 180 1 20 20 35 36 20 2 1 AC POWER FAIL GENERATOR N/A N/A 200A,120/24OV,10, 3W BY OWNER RECEPTACLE WALL C 1 180 180 1 37 38 RECEPTACLE APPLETON AR20034RS 200A, 600V BY USI 39 40 TRANSFER SWITCH SQUARE D DTU224NRB 200A, 240V,10, 2—POLE BY USI SURGE ARRESTOR APEX CP120SMT 200A, 240V BY USI . LEFT BANK SUB TOTAL 8717 8537 169A 7980 7080 RIGHT BANK SUB TOTAL 15060 BY OTHERS I �� BY OTHERS UTILITY u i 2„ C, i EMERGENCY FEED i (3) #3/0 AWG I GENERATOR NEC _230--- __-- #6 AWG GRID I NEC 250, 445, 700 L__- GENERATOR TOTAL PANEL AMPS: 1.25 X (TOTAL CIR#1,3,2,4,5,7,6,8 CIR#17,19,18,20 CIR#9,11,10,12,13,15,14,16 CIR#37 VA/240V) (32314/240)X1.25=166.302 LEFr BANK SUB TOTAL 17254 PANEL TOTAL LOAD 32314 RECEPTACLE GENERATOR ir NEC 410—L RECEPTACLE, DIAGRAM CIR#21,23 APPLETON # AR20034RS TRANSFER SWITCH NEC 380 GROUNDING NEC 250 POLARIZATION RIB CIR#35 2" C, (3) #3/0 AWG #6 AWG GRD ® CIR#22,24 CIR#32 ° PP 20/2 �,3W MCC200A SURGE ARRESTOR DISTRIBUTION NEC 280 PANEL NEC 384 ONE LINE DIAGRAM GREEN RED ®BLACK WHITE VIEW FROM OUTSIDE OF SHELTER :)) 7- CIR#34 CIR#33 CIR#30 CIR#26,28 CIR#36,38 CIRCUIT DIAGRAM , USI PROJECT N0: 99-0097-NY1 USI JOB NO: 0000 SEAL " SITE: VARIOUS FL CUSTOMER: NEXTEL FLORIDA We . mr: �UNITED STRUCTURES INC 1,.ply A MILLER BUILDING SYSTEMS COMPANY lac ( ) Syet°emeulnu�°r.riMenlaumvr,zvtion AwBINGHAMTON, NY 13904-0194 607 772-9810 document end od iolormatmn contained herein ere the doleocu and °deeecmeel.ne"tlaned 5nteme, Thu document and the nmma on contained keen "°e�M erxoept d, uaed w ine, B. in am manner °r xl uma 0,u lu leng lnc) DRAWN BY: CHECKED BY: ELECTRICAL Fred Har er Jon MauleNC. APPROVED BY: SCALE 1 �4 = 1 —0" SHEET: 1O OF 10 DATE' 1/01/01 SIZEBUILDING B TYPE: 11620RTl P200A 0 _ - - kinto n .... Ivuv [ ZUUI