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100 Stewart St (vault) 162 ADDRESS BUILDING PERMIT NUMBER / /Co 7 3 SZ INSPECTIONS: FOOTING UNDER SLAB PLUMBING r SLAB s FRAMING COVER-UP INSULATION FINAL BUILDING c CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT #_ 114699 L- 4'. -A - INSPECTIONS ROUGH u c- FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES : CITY OF Office of Building Official REQUEST FOR INSPECTION Date - �0 — Permit No. Time / A.M. Received � P.M. Job Address Locality Owner's Name Contractor -- BUILDING CONC E ELECTRICAL PWMBIN MECHANICAL Framing - Rough Wiring r- Rough C Air Cond. & C Re Roofing - Slab Temp Pole Top Out C Heating Insulation Lintel Final Sewer C Fire Place C Pre Fab READY FOR IN5PECT1r Mon. Tues. Wed. Thur Friday nPM ` A.M. /PM Inspection Made _ _ �� _ _S.-____ _- RM. br-_Pector __ ____________ Final Inspection Certificate of Occupancy �� /� ate ----- - -- TLa Ove VALMONT INDUSTRIES, INC . WEST HIGHWAY 275 - P.O. BOX 358 VALLEY, NEBRASKA 68064 PHONE: 1-800-VALMONT (825-6668) DESIGN ENGINEER: GREG TILLOTSON x3845 ORDER ADMINISTRATOR: MARC LONGBRAKE x3693 C:MMMUNXCLADUTIDN POLE DESI 'LE'DN C ARILCULRT IONS TOWER SYSTEMS SOUTH, INC . VALMONT ORDER# 12610-96 SITE : JX-33 / MAYPORT POLE HEIGHT ° 150 ' BY DATE G �" PROJECT NO. CHKD. BY DATE _ VA SHEET NO. PROJECT CUSTOMER --- -- 2/26/96 ENGINEERING DATA for Tower Systems South, Inc. JX-33 Mayport(Rev. 1) VALMONT QUOTATION EA615 EIA/TIA-222-E BASIC WIND: 120 MPH WIND& ICE: NOT REQUIRED TWIST& SWAY: NOT REQUIRED DATA W.O. ICE DATA W/ICE QTY DESCRIPTION HEIGHT EPA WT EPA WT 12 D8878H @ 145.5' 150.00 240 160.80 924 1 Platform, Valmont w/rails, 13.42' @ 142.0' 70.65 2800 86.61 3810 ALLJEN iw• 8 (2.44 m) PANEL ANTENNAS DB878H 14-15.2 d6d GAIN, 820-960 MHz ! I This series of 8-foot(2.44 m)directional panel antennas provides high gains to 15.2 dBd (17.3 dBi)for 820-960 MHz applications.All models are 12" (305 mm)wide and 5" (127 mm)deep. They have been highly successful as alternatives to D8564 and similar directional antennas with screen reflectors. • Omni-like Pattern -This can be achieved by interconnecting several antennas(contact Decibel Engineering). • Beamtilt- Mechanical downtilt is optional via D85081 brackets. • Coverage- Horizontal beamwidths are available for 83, 105 and 120 degrees at 3 dB points, vertical beamwidth is 7 degrees. �* • Excellent Front-to-Back Ratio- Greater than 22 dB. • Sturdy Construction - Made with high-strength aluminum alloy backs, silver-plated brass elements, and high impact, weather and UV resistant fiberglass radomes. • Reliable- Each antenna is tested for power rating compliance and the absence of �" r intermodulation generators. • Lightning Resistant-All metal parts are grounded. Ordering Information- Order DB878H120 for 1200 horizontal beamwidth, DB878H105 for 1050 beamwidth and DB878H83 for 830 beamwidth.Add -X for 820-900 MHz or-Y for 890-960 MHz. Two sets of mounting clamps and VAPOR-WRAP"'are included. DB5080 AMPS platform mounting kit(two needed), DB5081 downtilt bracket and 7/16 DIN connector are optional. - Mechanical Data Horizontal Pattern rDimensions(WxHxD)-in. (mm) >: 12(305)x 96(2,438)x 5(127) 330' .5 300 10Fberglassel Passivated aluminum 15g elements Brass,silver plated .25 20 60° `Y' - Antenna feed-in.(mm) 250(6.3)and �o .141 (3.6)copper hardine Fasteners Stainless steel 210° 900 ah Maximum exposed area(flat plate H83 ,, !* equivalent)-ft'(m') 8(.76) H83 Lateral thrust at 100 mph(161 km/hr) H105 T: -lbs.(kg) 320(145) 24 1200 Maximum wind speed-mph(kph) 125(200) Lightning protection All metal parts grounded 210° 180, 150° . Mounting 2 sets of clamps, included h -m ` Net weight-lbs.(kg) PO(g) Shipping weight-lbs.(kg) 42(19) Vertical Pattern DB8781­1120 8-foot Panel Antenna Mounting clamps Galvanized steel with 7'vertical beamwidth +60° Electrical Data +30° Optional Prefabricated Frequency Ranges-MHz -X=820-900 7/16 DIN and N -Y=890-960 Connector/Cable VSWR 1.5 to 1 or better -JOdB 5 10 5 0° Assemblies available Maximum power input—watts 500 in various sizes Gain-d8d and lengths. 08878H120 14 -30° DB878H105 14.5 FN878H83 15.2 Horizontal beamwidth -60° 08878H120 120°t10• D6878H105 105•t10° 08878H83 83•tlo• Vertical beamwidth 7• Polarization vertical Front-to-back ratio >22 Termination N-female 92 ALLEN TELECOM GROUP•DECIBEL PRODUCTS DIVISION•PHONE 1-800-676-5342•(214)631-0310•FAX 1-800-KL--- 11 631-1706 � I O1 r-1 I \ O I N �1 I \ a I N U I O I z I W O 1 E H I W I U H a I E I W z I � o a � I V) 0 1 0 1 I V) A a I w I 1 A I 1 H I I V) I I H I N 1 �> O 1 a I I I w I wa r-10 • oornr M (•-1 I E I ra O C-1000NOO61 •-( (h 1 W Ln I O E O I I I ^ N I LL x101 ONO1 r-1 ri I c• Ul) d> O Ixj ^ H z z N w w a t!1 i H A E N i � O V) W \ r o - I W H A m N -1 I a E + o mrrly cn W W a Cl) 1-4 M - i vi Ew ornrNi ,-1 �ooa• E a 0 W x m N Lo I V) m 01 O1 ri o o � M m v c c W a za 1 a W LO z a H 0 M H >1 H W 0 1 E zH I vii O v1 z z a qv I a H r 0 . 0 0 .-1C % I E U AO w U') OO �o U N Vl fn 0 \ - W \ >1 V) W 0 C ri O Q W A O U A m m (D = U) 1-4 (o (•') m tO •-1 N '-1 N 0 Z, to H 'Z, m r-) N Lo Lo (O r m r u1 LO x + A O . 14 O rvW N A (na W U 1-1 W W U • • O - r-1 z a W O V) W Ml0 (n CD I N 0 Ul e--1 V) W f7 UO e--1 V) m V) \ a4 \ O V> V) z W U) H V) O x V) W H w a >+ a E -I CD . . • vroo E..1 (n E U Qowm w ,,omoo W Q (n w Om -4 q >4 Z - U' E^ Z m rlor .-I FGu o r1 .-1 � o H FC c r) Ln Ln (n (n a V) W z (O W + I V) W Fa H N \ - U \ OOoC I -4 0 A O — E o He E 0 L 0C) I I H lO Ul H r-1 r Lo LO W I Cw if) fra r-I I 1 \ W \ O I A W -40 C) C) V) 1 1a] 1 z z AW "omoo a j 1 E I x I � -1 • o �1 o r .-I E a a• M io LO (O 1 w 1 (x I 3 m H 0 I z A w I E V] 0 I w a H z I (") U cn z -- H 1 -- w I V) H W U H z ra I Vl V) E F-1 A I W V) 0 z H V) a v z � I W aG a z a 1 O H W aH O I Vl I ^HE E I w z a E W U) a I z ^H (nmz V) 1 3 W W W E LQ V' I U H V1 N z I PQ a U W r7 i z E v) �W (n z z H I E r1 AHZxE I H z W mU) 0 I V) x ra AxEx + 1 qq W 4 w m w " E I z C7 Wa w u (.) 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OAz N O AAO E 14 m N H W k.0 a ^�M �r � z O Fav O azHHw FCa z O to N Q 0 A a + qH z z (� H > + Azzwa o0oxw >. a V1 > PQ John P. Allen Airspace Consultant Telephone (904) 261-6523 P.O. Box 1008 FAX (904) 277-3651 Fernandina Beach, FL 32035-1008 December 7, 1995 Mr. Lou Gorodetzer A T & T Wireless Services 20 N. Orange Avenue Suite 510 Orlando, FL 32801 Dear Lou : Pursuant to your request, an aeronautical evaluation was conducted near JX-33 Mayport, FL, for your proposed antenna tower. The aeronautical evaluation was conducted in accordance with the standards for determining obstructions to the navigable airspace as set forth in Subpart C of Part 77 of the Federal Aviation Regulations . COORDINATES : Latitude 30-20-18 . 30 N - Longitude 81-25-15 . 20 W (North American Datum - 83) HEIGHT: 10 feet AMSL 175 feet AGL 185 feet AMSL The evaluation disclosed that the proposed site is located 3 . 19 nautical miles from the Mayport NAS Airport reference point . The proposal as specified does not exceed the standards 'of Part 77 . Notice to the FAA has been provided and the FAA will not require marking and lighting. If there are any questions regarding the evaluation, please do not hesitate to call . Sincerely, /6-1 � . ��n P. Allen CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS 0 w n e r(s) : 7'hAWO 5 f1'95-1,l Address: sem'- ro. . Sle-c-✓6L✓ ,r ST Phone : Lot # Block or/ Unit # Subdivision: i' Contractor: 4eul I Ay,'/wyo� //�S�i1��sa� �s�s�`ruG�+�� koro• State License # GGl -D SSao drsL07 z 7-4-74-1- Address:. ZL 4 Describe work to be done: 17�+tf� �o���i�' �G�'Gt.�a•� �J`� Gf/i� /�1iSG. Sift �i�s.Gr"vy�er�s Present use of building: Valuation of Proposed Construction: Proposed use: 2—zee i ,"eWl A"746✓' re Is this an addition? //�� If yes , what are the dimensions of the added space: ft. X ft . Will the added area be heated and cooled?moo /- New electrical (or increase)? �5 New plumbing fixtures? New fireplace?V. New Heat/AC? G Gj2�y SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTR�(;TOR AFFIDAVIT, IF OWNER IS CONTRACTOR. GG\�paF\eP ' Signature OWNER: Date. Signature CONTRACTOR: License Supplied: Liability Insurance: (ViAR 1 1996 Worker's Compensation Insurance:__-----,--- Building and Zoning VAR 2 6 1996 CITY OF ATLANTIC BEACH Qng and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERA DEMOLITIONS Owner(s) : AT&T Wireless Services /b0 .St-Ewf+�7"ter. Address : 20 N. Orange Ave. Suite 510 Phone : (407) 420-6309 Orlando, Fl. 32801 Lot # 4 Block or Unit # Subdivision: See attached leLal description Contractor : Charles M. Cordrey State License # CGC 055931 T /y Addresa : 6935 Old Cheney HIghway Phone No : (407) 277-2347 r r an o, Fiorida Describe work to be done: Install foundation and 150' Cellular Telephone Monopole Site: 102 Stewart Street, Atlantic Beach, Fl. 32233 Present use of building: Valuation of Proposed Construction:_ 85,000.00 Proposed use : Cellular Telephone Is this an addition? - If yes , what are the dimensions of the added space : ft . X ft . will the added area be heated and cooled? N/A New electrical (or increase)? N/A New plumbing fixtures? N/A New fireplace?N/A New Heat/AC? N/A _ SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNS —Date:,- Signature ate: Signature CONTRACTOR: t O�CCN - License Supplied: Q`PNN X99 Liability Insurance: Worker ' s Compensation Insurance: w� Folio # 172327-0070-8 4 Pue °fc�oo k 14 0 4y, Gorr`C3.106 EXP O"y r�lF Of FSO , R ( - SHEET 2 OF 3 EXHIBIT "A" 1X-33 MAYPORT LEASE PARCEL LEGAL DESCRIPTION ALL THAT TRACT OR PARCEL OF LAND LYING IN A PART OF GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING A PORTION OF THAT PROPERTY DESCRIBED IN OFFICIAL RECORD BOOK 6198, PAGE 1110 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 17, SAID NORTHWEST CORNER BEING ALSO THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 4; THENCE SOUTH 00°45'00" EAST A DISTANCE OF 360.00 FEET TO A POINT; THENCE NORTH 88°43'00" EAST A DISTANCE OF 33.00 FEET TO A POINT BEING THE INTERSECTION OF THE EAST RIGHT-OF- WAY LINE OF MAIN STREET AND THE SOUTH RIGHT-OF-WAY LINE OF STEWART STREET; THENCE CONTINUE NORTH 88°43'00" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE OF STEWART STREET A DISTANCE OF 279.03 FEET TO A POINT; THENCE SOUTH 00°45'00" EAST A DISTANCE OF 102.58 FEET TO A POINT; THENCE SOUTH 21°17'00" EAST A DISTANCE OF 33.43 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88°43'00" EAST A DISTANCE OF 37.00 FEET TO A POINT; THENCE SOUTH 01°17'00" EAST A DISTANCE OF 50.00 FEET TO A POINT; THENCE SOUTH 88°43'00" WEST A DISTANCE OF 37.00 FEET TO A POINT; THENCE NORTH 01°17'00" WEST A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1,850 SQUARE FEET OR 0.043 ACRE MORE OR LESS. Interstate Electric of Florida Inc. 2890 Valencia Lane East LELECTRIC Palm Harbor Telephone [813] 785-9020 I� C Florida 34684 Fax [813] 781-6906 4/1 1 /96 TO: Atlantic Beach Bld. Dept. ® 24 a �v�?yp, ATT: Don Ford �� 1 ti's 1 u 1996 FROM: Mike McClaskey E30ilding and Zoning RE: Pre-power o This letter is to act as notification that Interstate Electric would like to request temp. power for testing of equipment at the below listed project. We would like temp, power released after our final inspection. Interstate Electric will responcible for the supervision of the temp. power. Please feel free to contact us if there are any problems with this request. Thanks for your time, c Mike McClaskey EC0001021 PROJECT INFORMATION• STATE OF FLORIDA COUNTY OF HILLSBOROUGH PERMIT #11699 Acknowledged before me this 12th day of April, 100 Stewart Street 1996. Notary Public CC: MJA �������uuuuiiiii AT&T `\\�, `�\SIA A: /0 /* FILE 1Z. 0�ssioy FJ' �'�4z OBER q 'Oi,9; -zi � o o #CC 403238 :,7 Z � %. '99'•o Band e d�h�O c�.'Q,i CITY OF ATLANTIC BEACH FLORIDA DA II � 1, Approved by APPLICATION FOR ELECTRICAL PERMIT f TO THE CHIEF ELECTRICAL INSPECTOR: DATE: � lq,� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM:1S&T t- &&MASTER ELECTRICIAN SIGNA76RE JOURNEYMAN NAME ► V�' I f-C - c _ADDRESS: -3� E RFD BOX BLDG.SIZE BETWEEN: 3 INI J� RES. ( 1 APT. ( ) COMM. PUBLIC ( ) INDUS. ( ► NEW� OLD ( ) REW. ( ► ADDITION ( ) TRAILER/( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW INCREASE ( ► REPAIR ( ► FEE CONDUCTOR SIZE �t'e (6 �cx� AMPS COPPER , ) ALUM. SWITCH OR REAKER 2"'' AMPS PH > W i2"T LVOLTI- RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED O-100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIQNING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P i VOLTAGE I PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS LI rl ✓N fM e-0 I^e ft,"- TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO. NEON TRANSF. NO. VA. A. MOTOR SIZE SWITCH-T FLASHER EACH SIGN FORWARDED TOTAL FEES (41f CITY OF . Office of Building Official — / REQUEST FOR INSPECTION Date 1y / G� 9 (- Permit No. 116919 Time A.M. Received / P.M. Job Address tL Locality Owner's Name Com/7—f T/p � Contra _ BUILDING CONCRETE EL£C�RICAL J PLUMBING MECHANICAL Framing ❑ Footing oug Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting ❑ Slab ; Temp Pole E7, Top Out ❑ Heating Insulation ❑ Lintel ❑ FinalSewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. ed. Thurs. Friday P.M. A.M. Inspection Made P.M. P/a� Inspector Final Inspectio Certificate of ccupancy Date /� /CITY OF /� 4&aodw /S�-"f Office of Building Official REQUEST FOR INSPECTION Date �76 Permit No. Time /O A.M. Received . /00 Job Address �® "/ J �.r lity Owner's �// �1 [. Name (/ww(� �/l/ ntrac -�'_ BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Framing ❑ Footing ❑ oug Wiring ough u Air Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place �(,` '� Pre Fab READY FOR I S E I N Mon. fues.� Wed. Thurs. _P.M. A.M. Inspection Made / ! ` vv .� P.M. � _ P� + Inspector Final7 nspection Certificate of Occupancy C Date • CITY OF Office of Building C,*cial REQUEST FOR INSPECTION Date Time A.M.K� Permit No. Received P M ' Ad- Job Address t /f (Locality Owner's Name rLnr.—_ BUILDING CO RETE ELECTRICAL PLUMBING MECHANICAL Framing _ Rough Wiring I— Rough — Re Roofing Slab — g Air Cond. 8 El Insulation Tem Lintel = Temp Pr,!g C Top Out 11 Heating Final ❑ Fire Place ❑ READYFORINSPECTIONPre Fab Mon. Tues. Thurs. CFrday ppb. InspL:ctior. Made _ A.M. — — ----PM. !nspemor --- Final Inspection / Certificate of Occupancy L / \ C S k7�F ��Tld Date PSR-3844 116 7 2 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -" " PERMIT INFORMATION - -- - - ----- LOCATION INFORMATION -------- Permit Number: 11673 address : 100 STEWART STREET Permit Type: BUILDING ATLANTIC BEACH , FLORIDA 3223' Class of Work : NEW ---------- LEGAL DESCRIPTION ------- Constr . Type: N/A Lot : 4 Block : Section: Proposed Use: UTILITY Township: RNG: 0 Dwellings : 0 Code : 0 Subdivision: STEWART Estimated Value . 585000 . 00 Improv. Cost : $0 . 00 Total Fees : S600 . 00 Amount `Paid 5600 .00 Da 3129/96 150 ' CELLULAR TEL. Pyr ., -- -- OWNER INFORMATION ------- -- ---- APPLICATION FEES ----- Nai- x S600 .00IS r,_s s - -��"�' STET ART STREET WATER IMPACT FEE $0 . 00 ATLA� TT_ - BEACH , FLORIDA 32233 SEWER IMPACT. FEE ­S0 .00 RADON GAS-H .R . S . ' SO .00 ------- CONTRACTOR INFORMATION ----- -- RADON CAB 5% $0 .00 Name : CASEY'S TOWER SERVICE INC . '"APITAL IMPROVE. S0 .00 Address : 6935 QLD CHENEY HIGHWAY SEWER TAP ORLANI3t). FLORIDA 32807 CROSS CONNECTION $0 .00 License : ,"(3CO'S 51311 Type: 1 SEC H IMPACT FEE $0 .00 CONST . SURCHARGE 00 WHARGEJ AT.L.BCH NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATK3�V(1�QIl VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 4/0U96 01 R{cot: 00444b3 c;r 00100003221000 ATLANTIC BEACH BUILDING DEPARTMENT By: if ,./ PSR-3844 11638 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ---- -------- LOCATION INFORMATION ---- Permit Number : 11638 A"Ilress : 106, STEWART STREET Permit Type: BUILDING ATMNTIC BEACH , FLORIDA 3223 "lass of Work : NEW ---------- LEGAL DESCRIPTION Constr . Type: METAL Lot : Block: Section: Proposed Use: COMMERCIAL/OTHER Township : RNG: 0 DwelYinas : 0 Code: 0 Subdivision: Estimated Value : $30000 . 00 Improv. Cost : 50 . 00 Total Fees : 5240 ,00 Amount Paid $240 .00 Dates 3/21/96 --",UNDATION/STATE APPROVED MODULAR BLDG/MISC IM1 :� "yri --- OWNER INFORMATION --- -- -- -- ---- APPLICATION FEES ----- Name rF,"*1AS ARLEAN HGEY PERMIT $240 .00 Adde } , STEWIRT STREET WATER IMPACT FEE $0 . 00 T C"` EACH . FLORIDA 2 2? SEW" IMPAC° FEE $0 Ph5 - 4 7`4 4WA 1'!'A1 RADON GAS-H .R . S . 50 . 40 ------- - -3, TH TC INFORMATION ----- - RADON CAB 5% $0 . 00 Name : . JAk 1VDE15ON CONSTRUCT CORPCAPITAL IMPROVE. SO . U- "rdress : 1131 '. ?ROSR #2ITY , le a. . e#. 3Q SEDER -TAP--. PALM e CH GRDENS . FL 33410 CROSS CONNECTION $0 .00 Li eerie: �"Gr05 _55 Type: 0 SEC H IMPACT FEE SO . 00 CONST . SURCHARGE haw $, 00 C � .,,w, NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCAT � a01R VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 3/P21 01 Rcpt: 0043345 00100003221000 EACH BUILDING DEPARTMENT �` r CITY OF ATLANTIC BEACH PERMIT CALC ATION SHEET Address Q S cJ ,ez — S', Dkj'Cr2- Date �� 5- �1 Heated Square Footage / @ $ per sq ft = $ > Garage/Shed _ 1' 0 1 @ $ per sq ft = $ it Carport/Porch �\,%31 0L@ $ per sq ft = $ Deck �@ $ per sq ft = $ Patio 0� @ $ per sq ft = $ p TOTAL VALUATION: $ 0J,�UU 00 OS,D © O /4- 4,-2,lo $ ��o•o� Total Valuation 1st $ � .Sb.aa� 55- /Jo $ /Vo Remaining Value $,96 per thousand or portion thereof TOTAL BUILDING FEE $ --;90-0— + O o + 1/2 Filing Fee $ ;?o0 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ j WATER METER/TAP $ CAPITAL IMPROVEMENT $ _ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ j HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ i GRAND TOTAL DUE $ 660 -00 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing i Electric/New Electric/Temp ; Swimmingpool j Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: i ----'This I'}�trumenS Pre red B y. For Clerk's Use Only Name 'asey s lfOwe!X Service H-- Address O-ra—n o,FIorinaa 32d07y Permit No. Tax Folio No.172327-0070-8 NOTICE OF COMMENCEMENT STATE OF Florida COUNTY OF range THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Recommencement. 1. Description of property: (legal description of property, and street address if available) A) 102 Stewart Street. , Atlantic Beach, Florida 32233 B) Legal description attached 2. General description of improvement: Install foundation and 150' Cellular Telephone Monopole 3. Owner information a. Name and address: AT&T Wireless Services 20 N. Orange Ave. , Suite 510 b. Interest intY�ro er Orlando, Florida 32801 P P Leasehold Interest c. Name and address of fee simple titleholder (if other than owner): Thomas S. and Arleen G. Hoey, 350 111th Street, Atlantic Beach, Fl. 32233 4. Contractor: (name and address) Charles M. Cordrey Casey's Tower Service 6935 Old Cheney Highway Orlando, Florida 32807 5. Surety a. Name and address: N/A b. Amount of bond $ 6. Lender: (name and address)N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 6-34-96 Sworn to ansubscribed before me this day of , 19 9� (Signature of caner) ze 1��-,06.ev Owner's Name Lou Gorodetzer (Signatur V f Notary Public) AT&T Wireless Services Owner's Address 20 N. Orange Ave. Suite 510 Notary's Name o� / D ��i see OF NOTARY SEAL Orlando, Florida 32 01 ry �.o CAROLYN s ooueLAS >f / CC370520 Notary's Commission Expires: rwr cowrlssaN EXP. ALL INFORMATION MUST BE TYPED ORP lr4TED F�G ECORDING REQUIREMENTS. ANNI.. /CITY OF /3 adt-q&uc& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. Job ddr s Locality Owner's ...T 7 Name Contractor BUILDING CRETE ELECTRICAL PLUMB G MECHANICAL Rough Wiring E] Rough E) Air Cond. & ❑ Framing ❑ oting 13g g Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating n Insulation 13 Lintel I--] Final El Sewer ❑ Fire Place Pre Fab -- READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Final Inspection ❑ Inspector a Certificate of Occupancy G Date ang . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tertifirate of (situ of Atlantic +jeac4 — Yloriba Department of +,wilding kopection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Industrial Bldg.Permit No. 11673 _ Group A Type Construction Frame Fire District Atlantic Beach _ A T & T Address 100 Stewart Owner of Building Atlantic Beach 100 Stewart Locality Bu' ing Address By, Don C. Ford J Building Offic I Date: May 16, 1996 POST IN A CONSPICUOUS PLACE CITY OF ATLANTIC1BEAIIC,'H PERMIT CALCULATION SHE") Address �T 1Ec:j 2 Date Heated Square Footage @ $ per s q f t = $ Garage/Shed @ $aper sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ a10 TOTAL VALUATION : $ 30 O $ /�.o D Tota.]--V luation 1st $ oOo ILno /yam $/ Remaining Value $S' per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ y ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $- 0 WATER IMPACT 'FEE $` SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE I ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: d u„ylk1p+NINMMMIMttNO"Vi MMI004IM #N!f4MlWof Na,�pcteecrJMr+cwa6racrli ScM,NCLEFCnM&C- Name: ✓4cN� /n�=. FS 713.13 Address: i� This Instrument Prepared by: 6 .-f j���� / z Address: Property Appraisers Parcel Identification(Foto) E Number(s): H O SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA Permit No. NOTICE OF COMMENCEMENT State of Florida County of The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with sectior 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property(Include Street Address, if available) Sec- �f���41. Ge 9ral des rl tion of improvements G'ors��•-vim ���t /. M� �� //- / �J /tel- iYi�,- Cr7, P �L �• f(/i �i:l/iSG. �y c�/��J'�iG'L�1vH .t�J f-/C�� k ��tr✓/GG � 7 Ownef Address /./9 Owner's interest In site of the Improvement G ea r,� Fee Simple Title holder(if other/than owner) Name S Address /-Z,,S C' //'�!; f /�f��s� � /ZC.r4 Contractor Address / /:-e>vcr�+�� r W/s 3 0�� `-�. �.t of �<.« ,7/3�2. l �.►�. AL. Surety Address Amount of bond $ Any person making a loan for the construction of the Improvements: Name X <� Address Person within the State of Florida designated by owner upon whom notices or other documents may be served a: provided by Section 713.13(1)(a)7., Florida Statutes. Name Address In addition to himself, owner designates Of to receive a copy of the Lienor's Notice as provided t "til.Florida Statutes. Expiration date of Notice of omme cement (the ex 1 "/� �'C ate of recording unless a differer date Is speglfied).( %1 /� Signatur t 1 Owner 6):�1 ed Signature of Owner NOTARY RUBBE STAMP SEAL I ,cation of the Affiant ;y �fiaF: REBECCA CADENHEAD Swom to and subscrun _ s _day of F 2UQ t MY COMMISSIONM Cc 479768 -�: Thrutober EXPIRES:Oc8.1 999 Boned rnNdnotary Pudic tktdenvdtela Noruy Signature �EbFcc� �a;�eh Lad e, Printed Notary Signature a a CITY OF 1 a e Ve4d - 9&ud4 800 SEMINOLE ROAD - - ------- - -- -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 March 13, 1996 Jacksonville Cellular Telephone Co. d.b.a. AT&T Wireless Services 20 N. Orange Avenue, Suite 510 Orlando, FL 32801 Attention: Lou Gorodetzer Dear Mr. Gorodetzer: This is to advise the Atlantic Beach City Commission, at its regular meeting on Monday, March 11, 1996, granted your request for a Use-by-Exception to construct a 150-ft. Tall communications Monopole with top mounted antennas in Atlantic Beach on a site located on Stewart Street approximately 110 feet east of Main Street on the south side. Please be advised that the Use-by-Exception was granted on condition that you would provide written confirmation that the tower would be removed promptly if the service is discontinued or if the lease is terminated. Sincerely, Maureen King, CMC J City Clerk xc: City Planner of n'-E 'Tv •, i- h _s � C00 wE I STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 2 7 4 0 C E N T E R V I E W D R I V E T A L L A H A S S E E , F L O R I D A 3 2 3 9 9 . 2 1 0 0 LAWTON CHILES LINDA LOOMIS SHELLEY Governor Secretary September 30, 1994 Dear Manufacturers, Agencies and Dealers : It is my understanding that the application for permit to install state certified buildings are being scrutinized more than ever before by local government. Therefore, we have prepared the enclosed letter that will hopefully assist the individuals when requesting a permit for the installation of a state certified building. The purpose for mailing the letter to you in lieu of the local building code officials is that we think it will be .much more effective if it is included with the material when requesting a permit to install a state certified building. Please contact me at 904/487-1822 , if I may be of further assistance. Sincerely, Lawrenc Jordan Planning Manager Manufactured Buildings LHJ:c r N1AR 131996 _. Building and Zoning EMERGENCY MANAGEMENT • HOUSING AND COMMUNITY DEVELOPMENT • RESOURCE PLANNING AND MANAGEMENT o j O', 11_-T .nS Fo' ` COD WES 1 TATE of � LOR NI -VY EA N T p E C M M U L ° R I A '2 2 3 D A EPART M LLANASSEE , F OMISSNELLEY j � � C E N T E R v 1 E W D R I V E 9 1994 LINpq LO 5ecreu,Y 27 $eptember 2 , LAWION CHILES Governo, experiencing in Official experi of their Dear Building delay owners are installation is to address tharmits for tri estate insignia of . ' This building p that bear obtaining local ied buildings buildings industry state cert if nme tand owners that approval • manufactured to provide the g°Ver and structurally in an effortitY and assure sanitary, Buildings uniform reare safe, ctured with Co-' buildings passed the Manufa the manthec 1971dL g artalV � F .S . administer sound, 553 , P and admini Act, Chapter Department to adopt all es the codes for produced Act authoriz construction All work all site The t of uniform in Florida. while the enforced stalled the state buildings installed °f connections, manufacture, b the resp tie downs, utility in the factory is adopted codes work ( i. e• , foundation, the locally P related must comply set backs , enc' ) he Act states in part that a Section 553 . 37 (3) beof tbearing a state insignia of approval shall manufactured building bethe requirements of r all ordinances or deemed to comply government which governs construction, rules enacted by any local governart that a manufactured Section 553 . 37 (5) , F.S . , states, in p building bearing an insignia of approval upon manufacture or first sale shall not require. an additional approval by the local government in which the building is subsequently sold or installed. Therefore, a local building department is exceeding its authority by reviewing the plans and specifications Of state certified manufactured buildings beyond the site Time delays due '--o inspections and rev. ews not related statute are unwarranted. autho 115. �'�zed by Section 553 . 38 (2) , F.S . , stipula:e;; that government can require permit fees fc- tho c the to actually performs for the installatia Se In Cal building, providing the fees are e , s similar ins �� to the tate ce lens �. p--ctions on conventional 'ild alj 1"qp charged for inspections and reviews t 51 0U� 1 dU , C � FMfRCENf'yMANAGEMENT•HQUSINCq �, �� C(/• Q� NDCOMMVNrrro��� A0 J Oq � Q' Building Official September 29 , 1994 Page Two also not allowed. Documents Required for •Permittin a State Certified ct In order to assure that a manufactured buildingBuildin in your jurisdiction has complied with the states build' construction codesindividual being sited to install a manufacturedionsubmit buildings g pplication for a permit documents : the following 1• Plans approved by a Florida Department of Communit Affairs, certified Plans Review Agency. y 2 • Energy Code form bearing a Florida certified plans examiners stamp. 3 . A Current letter issued by the Florida Community Affairs granting the manufactuDrerrapproment aof l manufacture buildings for installation in Florida. to 4 . In addition, each building, bear a Florida insignia of approval . The Department is interested in working with you establish procedures which would streamline the approvato l and siting process for manufactured buildings that have legitimatel met the state law. Building compliance for the building is they responsibility of the Department. Site related code issues are erection of these b the responsibility of your department. Timely, approval uildings relies on each ofusfocusingand on and cooperation carrying out our responsibilities. I would encourage your in working with us and the indust ry in e issuance of permits for the installation of m nufacturediting the buildings certified by the state. Plea ntact me t regardingstheoinstallation9of/a$manufac 7-1822 , 1f you have an manufactured building. questions Sincerely, ence Jordan Planning Manager Manufactured Buildings LNJ:cr FIBREDOND CORPORATION Structural Calculations - Fibrecrete . . .By Ed Koester ••+ter Max 27, 1992 Building Size Width (W) .... 11.4 ft Length (L) . ... 27.8 Et Height (n) .... 8.9 ft Design Criteria Roof live load (RLL) . ...100 put wind velocity (MPH) ....120 mph Wind load, hori2ontal (WLH) .... 65 pef wind load, vertical (WLV) . .. . 44 pgf Roof panel dead load (RDL) . ... 32 psP mall panel dead load (WDL) .. . _ 26 pef rloor panel dead load (FDL) ... . 26 ps OVED BY seismic zone (sz) . . .. 4 iP� NITI Allowabla Material atresses Bending (Fb) . . . . 800 psi �S���T�, shear (Fv) . .. . 600 psi Horizonal shear (Hv) . . . . 22 psi (@ bond line between fibrecrete and insulation core material.) Compression (Fc) . .. . 1,500 psi Modulus of elasticity (HOE) . . . . 1,800,000 psi Connectors (roof to walla and walls to floor connections) shear - 2000#/each tension = 1200#/each .�I Later?L Loadsi Seismic: Weight of Roof: (RDL) (L)(W) . . . .10,159.2 lb 1/2 Weight of endwalls: (.5)(2) (WDL) (W) (H).... 2,648.5 lb 1/2 Weight of sidewalls: ( .5)(2) (WDL) (L)(H) .. .. 6,447.4 1b (2Ws) ....19,25 1 (1J Seismic Load Factor (SLP') a ( ( ) (C) 1 (RW) l i Seismic force (SF) = (SLF) (TWS) d � Z 0.40 ) C = 2.75 RW 6.00 then: (SP) 4,412.64 1 6 0 C T 2 7199age of 2'C1 TS02EE2EOS Q-1id`d2HA OT:ET 26, 22 21HW Lateral Loads (continued) Windt Total wind on sidewallt (H) x (L) x (WLH) = (TWL) . ...16,119.44 lb Wind load to each endwall at roof line; (THL) / 4 = (WER) ....4,029.61 lb . . .wind governs External Stability Total dead load of buildings Roof: (RDL) (L) (W) ....10,159.2 lb walls: (2) (WDL) (W) (A) .... 5,297.1 lb Walla-. (2) (WDL) (L) (H) ..._12,894.8 lb Floor: (FDL) (W) (L) ... . 8,254.4 lb (TDL) ....36,605.4 lb Overturning: (H) (L)(plLg) (7;/2) + (w) (L) (WLv) (W/2) - (OTM)...151,650.9 lb-ft Resisting: (TDL)/(R/2) = (RTM) .. .209,016.9 lb-ft Safety factor: (RTX)/(OTM) - (OSF) .... 1.4 NOTE: To insure stability against sliding and overturning, the building should be secured to the foundation at lifting brackets with 3/4 in. diameter concrete anchors. Roof Design Overall slab thickness at eave (STE) . . .. 5.00 in overall slab thickness at ridge (STR) .... 8.00 in Top akin Thickness (TST) .. .. 1.00 in Bottom skin thickness (BST) . ... 1.00 in Section Properties: (ignore internal, webs) at Ridge: Neutral Axis -(Al x Y1) + (A2 x Y2) (BAR)(NAR) , , ,, 4.00 in where: Al + A2 Al = 12 x (TST) A2 - 12 X (BST) Y1 = (STR) - (TST / 2) Y2 = (DST) / 2 Then the Moment of inertia at ridge: [i1 + Al x (NAR - Y1)2] + [12 + A2 x (NAR - Y2)1] _ (MIR) . . . .296.00 iM where: 11 - 12 x (TST)3 / 12 = (TST)-1 12 - 12 X (BST)3 / 12 = (aST)s Section modulus at ridge line: MIR / (STR - NAR) (SMR) . . . . 74.00 ins page 2 of 6 �.d TS02EE2E0S a-11d`d2HA eT:ET 26, 2-2 �JUW Section Properties (continued) �(A1 X Y3) + (A2 x Y4)� _ Neutral Axis at Eaves - (NAE) .... 2.50 in Al + A2 where: - A1 = 12 X (TST) A2 = 12 x (BST) Y1 - (STB) - (TST / 2) Y2 _ (BST) / 2 Then the Moment of inertia at save: [23 + Al x (NBE - Y3)2] + (14 + A2 x (NAE - Y4) (MIE) .... 98.00 in4 where: I3 = 12 x (TST)3 / 12 = (TST)' 14 - 12 x (RST)' / 12 = (BST)3 Analyze as simple span (12 in. wide segment) I Max. moment@ center of span: (wl)2 / e - basic formula i Max. moment @ center: [(RAL) + (RLL) ) x (W)2 / 8 = (MMC) . . .2151.87 lb-ft Max. bend,g atrena @ ridge: 12 x (MMC) / (SMR) _ (B$R) . . . . 348.95 psi Horizonal shear (near eave) : VQ / 1b where: r(�) V = x ((IML) + (RDL) )� . IL ..(Shear load) 2 Q = (NAE - BST/2) x 12 x (BST) ._.(Moment of cross section) I - (HIE) . ..(moment of inertia) b = 12 . ..(width of section) then: (V) x (4) 12 x (HIE) (HS) .... 15.38 psi Wall Design: Wall Panel thickness: (WPT) . .. . 4.00 in Inside akin thiakneos: (IWT) . . . . 1.00 in Outside skin thickness: (0WT) .. . . 1.00 in gage 3 of 6 17 d TSO2EE2EOS G-UJ`H2H>1 T T:ET 26. 12 2IUW Section properties (ignore internal webs) C(A3 x 73) + (A4 x Y4)� Neutral AY- a: _ (NAW) . . .. 2.00 in A3 + A4 where: A3 - 12 x (IWT) A4 = 12x (Ow'r) Y3 = (WPT) - (IWT / 2) Y4 = (OWT) / 2 ThAn the Mom®nt of inertias [13 r A3 x (NAW - Y3)2] + [14 + A4 x JNAW - Y4)2] (MIW) . . .. 56.00 in4 cohere: 13 14 x (Iwx)3 / 12 - (1w)3 I4 12 x (OW)' / 12 = (OWT)3 section modulus: MIW / (WPT - NAW) s ($HR) .. . . 28.00 in' Analyze as simple span vertical: Max. moment Q center of span: (wl) 8 = basic formula therefora: (WLH) x (H)2 / B = (MVs) . . . .646.48 lb-ft Wind bending stress Q center of vertical span: 12 x (MVS) / (stn) _ (WBS) . . . .277.06 psi Max. vertical load: [(RLL) + (RDL) ] x (W) / 2 = (MVI,). . . .753.72 1b Euler's formla: ultimate column stress - rr2 x (E) wheret rt = 3.14159 E = 1,900,000 . ..(MOE) r SQR(((141W) / 2 x 12 x (IWT + OWT) ) then: Allowable column stress: 1/6 x (rr2 x (1,800,000) / (12 x (H) / r]2) - (ASC) .... 602.98 psi Actual maximum stress: (MVI,) / [2 a 12 x (ioT) ] a (MCs) . ... 31.91 psi I_ page 4 of 6 S'd TS02EE2E0S a-ld`H21V TT:ET 26, 22 zIHW therefore: D.L. oolumn otreass SQRQ(RDL) X (W) / z) / [2 X 12 x (IWT + oWT) j) = (DLC) .... 7.61 psi Combined vert. & horiz. stress: [(DLC) / (Fc)] + [(WBS) / (Fb) ) _ (evu) ... . 0.35 Note! UnC does not xoqu!ra maximum wind load be applied coincident with maximum live load. floor Design Load for shipping and handling (TSH) .. .. SO.00 p$£ steel Floor panol thickneas (FPT) .... 4.00 in Tap & Bottom skin thickness (TBT) .... 1.00 in Joist spacing (JSP).... 3.25 ft Joist size (Jz) . . .. 54x9.5 Joist Section Modulus (JS) .... 3.39 ins Joint Moment of Inertia PHI) .... 6.79 in4 Analyze as' simple span: (assume fibrecrete skin provides no strength to floor oyatem) Max. moment @ center of span: wl' / 8 basic formula therefore: [(JSP) x (TSH)) x ( (W)' / 8) Q (MCJ) ..2,649.OQ lb-ft Max. band,g atreas @ cntr of span- 12 x (NsJ) / (JS) (BSJ) . 91377.29 pal page 5 of 6 9'd TSe2EE2E0S a-ld`H2H>I 2T:ET 26, 22 ZAN Floor capacity after bldg placement on flat slab foundations Worst Condition when load placed between ribs in panel. Direct compression on composite panel. Design load: 500 FSF - 3.47 psi Allowable Compressive strength of fibrecrete - 1500 pal Allowable compressive strength of polystyrene foam 12 psi Conneotionsc (Wind Governs) Endwall connector required: WER / 2000 lbn/each (ECR) .... 2.01 Sidewall connector spacing: 2000 / (.5)(WDL)(H) (SLF) = (6CS) ... . 75.26 ft (SCS) in greater than 4.. , therefore... (SCS) .... 4 ft Check top of sidawall for bending stress between eonnectora: Section modulus = 3 x 42 / 6 - 8 in3 (section 31n wide x 4in deep) Top of Wall bending moment between connectors: (TWL) / 2 x (L) x (SCS)2 / 10 0 (TWM)... . 260.91 lb-ft Top of wall bending stress: 12 x (TUM) / 8 = (TF9B) ... . 391.36 psi gaga 6 of 6 L'd TS02EE2EBS a-Ild`U2HN 2T-ET 26. 22 2113W • . on O n cn • • cc • o E- d cv o �z r o cn • 1 O C r • ham/ G cj m S °a r m G •�• _ .� m m m s CD ul O � O C7 tu O U r..C q 71 cu U' O" d NL co00 ry�j. S. 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Lap. y Q LC U Q R1 U J • r DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------ -_-----_ It 9'o 3 , /,;t� SD C,e� ------ ----------------- ----------------- ------------ IL ------------ 102.-- 9 Enclosed are the blue copies of the permits. SI CER Y, LDING INSPECTION DIVISION cc: FILE u CITY OF Office of Building Official REQUEST FOR INSPECTION (9 Date 5—/Q .`(}� Permit o. Time A.M. Received P.M. Job Address Locality Owner's Name ContraZ�F-7 ctor BUl CONCRETE LECTRI —— p PLUMBING MECHANICAL Framing ElFooting pi Rough Wring Rough ❑ Air Cond. & ElRe Roofing ❑ Slab E! Temp Pole 10— Top Out E. Heating Insulation ❑ Lintel ❑ Final E Sewer _ Fire Place 17], Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. 2 F Q A.M. Inspection Made ✓ / _ Inspector Final Inspectio Certificate Date 00029.1 w DEPARTMENT OF BUILDING r CITY OF ATLANTIC BEACH LCICATICIH IHromMATICIH rermlt Number: 2'�pli5 Address: 100 nTEWART !.ITREZT Permit Type: ELECTRICAL ATLANTIC BEACH, FLC)RIDA '3223:' Class oX WorX: AVDITrUff --- ------- LZOAL DE"-%CftIrTX0" ---- - Constr. Type: H/'A Lot: "loci.: section: Proposed Use: WAREIMU15E Townshlp: 4SHO: U Dwellings: 0 Code: r1 nubdivision: Lstimsted value: oJCi.00 improv. Cost : 150. Liu Total rues: f80 Amount P810: !0=5. 610 —arce PMIC26 is 019 - - - 0WHER INr%3RMATI%3N _.. _- ____ _ __ __ APrLXCATICIH VrMEn --_ Name: IBEACHEn WVUVCfCArTLRn rZ�KMIT CAn13. 60 Address: IOU -5TEWART 'STREET WATER IMPACT rKE $0. CICI ATLANTIC nnACH, rLon-r DA '3' ''► LMWE" IMPACT rEE $0. 010 P1—sone, k'304)241 -190"51 WATER METZA %*.C?C1 RADION 13AM--H. R. 510. 00 - - ---- - CCIHTRACTOR INF10 tMATX0ff -- RADON tlAn C1. 010 Hame- BITUU2a'S S LIMBAMM WATER TAY 11%n.CIC? Address: 108'!" -ZLS ATLANTIC: 15OULtVAnV tSEWER TAY 50. CIC► ATLANTIC BEACH 3223.3 HTDhAULIC 'SHAttE "SCI. 0 L-1 c,erzsE M1t0k30t5'37Z$ Type1 2 RE--TH"tY1vC'T FEL 140. DID 21EC. H IMPACT rLE 130. 00 OTHER 1150. 1010 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "''TLt -rNF RAFrHANICS' LIEN LAW CAN RESULT IN CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER- ECT 1cl A0 6GNATURE JOURNEYMAN I� �� ►_I T��J/ d/11T';ADDRESS: _ RFD-BOX- NAME BLDG.SIZE BETWEEN: RES.( 1 APT. ( 1 COMM. lL41 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP. ( ► SIGNS ( 1 SQ. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( 1 SWITCH OR BREAKERrrll AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE C)0 AMPS ' PH W , L VOLT �✓ 6 RACEWAY FEEDERS NO. SIZE l NO. SIZE NO. SIZE Z-/, LIGHTING OUTLETS ` CONCEALED OPEN TOTAL ,30 RECEPTACLES CONCEALED OPEN TOTAL 0-30MPS. ���Mps. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS /Q i MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO. NEON TRANSF. NO. VA. MA.--Ij MOTOR SIZE SWITCH FLASHER EACH SIGN ti FORWARDED TOTAL FEES