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WINDOW PERMITOwner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot .._4, Block r Street and Number where work is to be done New Building Remodeling MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. State work to be done and purpose of building (by floors), state exterior colors (submit samples) GUS 'ft ¢ Ora- - - -; co de' and for no other purpose. To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S Amount of Permit S `� a Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. ef7 Date J/` , Read, Sworn to and Subscribed before me. :i::o1 Date Notary Public, Stale of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved late Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Subdivision s 4 1 / /2-zr ,/V'' Date 3 6 , 19 f No. / 4r77S Street e 5 S LfL 7 ,ilk" / o? 51- Co %I Addition Repairs No. of Stories J, 2e PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date C / w J o b A d d r e s s 1 c 5 NL & 9v , Tax Folio I / / No Owner/L essee / Tenant nn � 6 J 161(J 0 @�2d,A1 - T 7) d'� 0 Master Permit # f 19t/ l Z Owner's Address ! 2 S . �. q$ 5-f' Phone () 5 1 5 cQ Contracting Co. j /,� f q \ 101� 2 QhQ G.� � j p Address iq 3 °�h q S � 166 -A Qualifier �'�;( . -A�, ,,fr 4 i n,( .J J Phone JQ5 3. goo State # 11 044 WI Municipal # Competency # Ins. Co. St r i- � �- l At 1`i17 Legal Description Historically Designated: Yes Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION � L1 { - 4 it Some- ( p , 5c-tt .L h-da Some PO R&D £,5 A- um /4i Ax -is Square Ft. CO < ad eaCafe_ Estimated Cost (value) ` () x 00 0 (0' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS Arr'IDAVIT: I certify that all the foregoing information is accurate and that alt work will be done J compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named con : ctor to do the work stated. Signature of own y and/or Condo President Date : %I . „ Notary as to Owner and/or Condo President My Commission Expires: 91.44.71v4s Ics; FEES: PERMIT fj 5 RADON My Commission Expire v � C.C.F. �© / NOTARY APPROVED: TOTAL DUE Zoning Building l N Electrical Mechanical Plumbing Structural Engineer BOND nnn' E E f ►T� iER WALL ENCLOSURE SYSTEMS MetalTech Inc. is the Dade County Notice of Acceptance Holder for: Bahama Shutter Slimline Accordion Econoline Accordion Hurculine Accordion 20G Storm Panel 24G Storm Panel .050 Storm Panel .060 Storm Panel This letter authorizes above named Thank you, Richard . Buzzella Vice President MAXIMUM IMPACT" HURRICANE SHUTTERS INC. Acceptance No. 98-1228.04 Acceptance No. 00-188.10 Acceptance No. 99- 0224.03 Acceptance No. 99- 0217.05 Acceptance No. 00- 0519.07 Acceptance No. 98- 0304.03 Acceptance No. 98- 0728.04 Acceptance , No. 99- 0217.07 ,I I G- 4 -Wlet. —., 90 -LAA1 to use our oduct at jhe following job - site: &.1 xi qq - PAVILION° F U R N I T U R E 7635 West Second Court • Hialeah, FL 33014 -4434 U.S.A, Phone: (305) 823 -3480 • Toll Free: (800) 325 -3260 • FAX: (305) 823 -7785 SUNBURST I N T E R N A T I O N A L MARK DISCRIPTION SIZE (in) AREA WIDTH HEIGHT (ft ^ 2) ZONE POS. PRESSURE I (PSf) ' SITE SPECIFIC NEG. Pressure (Psf) SITE SPECIFIC 1 SH Impact 28 5/8 51 1/2 10 1/4 4 47.2 -50.1 4 SH Impact 37 76 19 1/2 4 46.1 -48.9 5 Accordian 39 78 21 1/8 4 45.2 -48.1 7 Accordian 75 58 30 1/5 5 44.1 -57 8 Panel 20 26 3 3/5 4 47.2 -50.1 9 Panel 39 52 14 4 47.2 -50.1 10 Accordian 112 63 49 4 43.2 -46.1 11 Accordian 94 87 56 4/5 4 42.6 -45.4 12 SH Impact 19 1/8 38 3/8 5 4 47.2 -50.1 13 Accordian 38 54 14 1/4 4 47.2 -50.1 14 Accordian 20 26 3 3/5 4 47.2 - -50.1 16 Accordian 58 53 21 1/3 4 45.2 -48.1 17 SH Impact 37 50 5/8 13 4 47.2 - -50.1 22 SH Impact 37 50 5/8 13 4 47.2 - -50.1 23 SH Impact 18 1/8 38 3/8 4 5/6 4 47.2 - -50.1 24 Accordian 20 26 3 3/5 4 47.2 -50.1 25 SH Impact 37 38 3/8 9 6/7 4 47.2 -50.1 26 Accordian 39 54 14 5/8 4 47.2 -50.1 27 Accordian 39 54 14 5/8 5 47.2 -64.1 28 Accordian 39 54 14 5/8 4 47.2 -50.1 29 Accordian 20 40 5 5/9 4 47.2 -50.1 • DON 4 w WASH C '� ELFORD P E JULY5, 2000 O'BRIEN RESIDENCE 1225 NE 95 ST MIAMI SHORES SITE SPECIFIC WIND LOAD CALCULATIONS PER ASCE 7 -93 VELOCITY = 110 MPH Structural Engineers and Planners 7975 Sunset Drive Miami, FL 33143 Tele: (305) 271 -8040, Fax: (305) 273 -1210 NOTE: ZONE INFORMATION PROVIDED BY CLIENT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.260 1.260 GCp ( -) -1.350 - 1.800 PRESSURE (PSF) 47.2 47.2 SUCTION (PSF) -50.1 -64.1 DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305)271 - 8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : MARY O'BRIEN 1225 NE 95 ST JOB NUMBER : MIAMI SHORES DATE : 06 -30 -2000 DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 2.00 : 12 ( 9.46 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 24.0 FT DISTANCE, Z = 8.0 FT ++ ++ + + ++ Kh = 0.916 Kz = 0.801 a 4 5 qh = 31.3 PSF qz = 27.4 PSF P = qh(CCp) - gh(GCpi) GCpi = i 0.25 BUILDING WIDTH = 80.0 FT CORNER IDISTANCE, A = 8.0 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.223 1.223 GCp ( -) -1.313 -1.716 PRESSURE (PSF) 46.1 46.1 SUCTION (PSF) -48.9 -61.5 DONALD W. SHACKELFORD, P. 7975 SUNSET DR. MIAMI, FL 33143 Copyright 1994 by Tondelli Engineering, P CUSTOMER : MARY O'BRIEN 1225 NE 95 ST JOB NUMBER : MIAMI SHORES DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.,05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 2.00 : 12 ( 9.46 DEG) TRIBUTARY AREA = 15.0 FT2 MEAN ROOF HEIGHT = 24.0 FT Kh = 0.916 DISTANCE, Z = 8.0 FT Kz = 0.801 ++ ++ ++ ++ 4 a 5 a 4 5 E. (305)271 - 8040 .A. Tampa, Florida DATE : 06 -30 - 2000 ch = 31.3 PSF oz = .27.4 PSF P = gh(GCp) - qh(GCpi) GCpi = i 0.25 BUILDING WIDTH = 80.0 FT CORNER DISTANCE, A = 8.0 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.196 1.196 GCp ( —) —1.286 —1.656 PRESSURE (PSF) 45.2 45.2 SUCTION (PSF) —48.1 —59.6 DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305)271 - 8040 Copyright 1994 by Tondelli Engineering, P.A. Tanpa, Florida CUSTOMER : MARY O'BRIEN 1225 NE 95 ST JOB NUMBER : MIAMI SHORES DESCRIPTION : ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS — ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 11 MPII EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE 2.00 : 12 ( 9.46 DEG) 20.0 F'T2 24.0 FT Kh = 0.916 8.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 DATE : 06 -30 -2000 qh = 31.3 PSF qz = 27.4 PSF P = qh(GCp) — gh(GCPi) GCp i = 1: 0.25 BUILDING WIDTH = 80.0 FT CORNER DISTANCE, A = 8.0 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.159 1.159 GCp ( -) -1.249 -1.573 PRESSURE (PSF) 44.1 44.1 SUCTION (PSF) -46.9 -57.0 DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305)271 - 8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : MARY O'BRIEN 1225 NE 95 ST JOB NUMBER : MIAMI SHORES DATE : 06 -30 - 2000 DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 11.0 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 2.00 : 12 ( 9.46 DEG) TRIBUTARY AREA = 30.0 FT2 MEAN ROOF HEIGHT = 24.0 FT Kh = 0.916 DISTANCE, Z = 8.0 FT Kz = 0.801 j a ] ++ ++ ++ ++ 4 a 4 5 qh = 31.3 PSF qz = 27.4 PSF P = gh(CCp) - qh(GCpi) GCpi = _t 0.25 BUILDING WIDTH = 80.0 FT CORNER DISTANCE, A = 8.0 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.132 1.132 GCp ( -) -1.222 -1.513 PRESSURE (PSF) 43.2 43.2 SUCTION (PSF) -46.1 -55.2 DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305 Copyright 1994 by Tondelii Engineering, P.A. CUSTOMER : MARY O'BRIEN 1225 NE 95 ST JOB NUMBER : MIAMI SHORES DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 2.00 : 12 ( 9.46 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 24.0 FT Kh = 0.916 DISTANCE, Z = 8.0 FT Kz = 0.801 ++ ++ ++ + + fay 4 5 a 4 5 )271 - 8040 Tampa, glorida DATE : 06 -30 - 2000 qh = 31.3 PSF qz = 27.4 PSF P = qh(GCp) - gh(GCpi) GCpi = t 0.25 BUILDING WIDTH = 80.0 FT CORNER DISTANCE, A = 8.0 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.112 1.112 GCp ( -) -1.202 -1.467 PRESSURE (PSF) 42.6 42.6 SUCTION (PSF) -45.4 -53.7 DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305)271 - 8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : MARY O'BRIEN 1225 NE 95 ST JOB NUMBER : MIAMI SHORES DATE : 06 -30 -2000 DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 2.00 : 12 ( 9.46 DEG) TRIBUTARY AREA = 50.0 FT2 MEAN ROOF HEIGHT = 24.0 FT DISTANCE, Z = 8.0 FT ++ ++ + + ++ Kh = 0.916 Kz = 0.801 a 4 5 qh = 31.3 PSF C[z = 27.4 PSF P = qh (GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 80.0 FT CORNER DISTANCE, A = 8.0 FT ELECTRICAL NOTES: (Existing) FPL OH Service (Existing) Meter Can (Existing) 3- 2/0 THWN CU 1 - #4 THWN CU In 2" Conduit 1. All electrical work shall be in accordance with the National Electrical Code and all applicable local codes. 2. All electrical work shall be performed by a licensed electrical contractor. It will be his responsibility to secure and pay for any permits, certificates of inspection, as required. 3. Substitute materials, equipment or methods shall not be made without approval of the engineer. If the use of a substitute requires any change in work, the necessity for such change will be brought to the attention of the engineer. Anthony Tripodo (Residence) 1225 NE 95 Street, Miami Shores, FL 33138 (New) 200 Amp Auto Xfer Switch W/D (New) 3- #2 THWN CU 1 - #8 THWN CU (Existing) 200 Amp MCB W/ D (Inside House) (Existing) 3 - 2/O THWN CU 1 - #4 THWN CU 60 A 25 kW Guardian Elite Generator #5212 2P -125 Amp MCB • • .. •• • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • •. • •. • • • • ..•( • • •..* • • (Existing) 3- #6 THWNCU 1 - #8 THWN CU Pre -Cast Slab 48" x 84" x 6" (See Attached Spec.) ••• • • • ••• • •.••• .• •• .•. • • . •• .• •• . i_ • SO panel Li L • Note: This is not a separately derived system. Utility neutral and generator neutral are solidly connected together. (2002 NEC 250.20 (d) FPN No. 1 &2 Strategic Energy Efficiency Associates, Inc. 7516 NW 55 Street, Miami, FL 33166 ° Tel: (305) 406 -9455 Fax: (305) 406 -9469 Lic. # EC - 13002040 Project: Tripodo (Generator) Prepared By: Juan O. Gonzalez Date: January 10, 2006 Page: 1 of 2 Juan 0. Ganaalsa 12581 SW 78 Streat Miami, FL 33183 PEit1; X37 t/4 q' Electrical Notes: 1. Proposed 25 kW Emergency Generator, Generac. 2. Install new 200 amp Automatic Transfer Switch Model #200 A - SRV (see attached specification). 3. Generator to be installed on pre -cast slab (see attached specs). 4. Generator dimensions: 71" long x 29.5" wide x 36.0" high. 5. Generator to provide power to proposed Emergency Panel, (see attached Toad calculation). 6. Generator electrical system is not a separately derived system. Utility neutral and generator neutral are solidly connected together. (2002 NEC 250.20 (d) FPN No. 1&2 Anthony Tripodo (Residence) 1225 NE 95 Street, Miami Shores, FL 33138 & pko54- be. 0,11e..54 /0 }m sccle pi-Jperiy I,`ne - r„, Proposed 25kW Guardian Elite Generator located 3' from house. Proposed 200 amp Xfer Switch w/ service disconnect 60" from AC slab. JRAnn 0. Gomel= 12531 SW 73 StErat tSismi, FL 33183 PE £ '8937 oi Existing AC #1 & #2 on concrete slab located 3' from proposed generator. Existing Meter Can - - — •-_-. . ..• • • . d • •• �,, , • •. • y-.•.._•,•-.,... • • • • '' ;oi4_. 'Z ••• • r . • i•' • • • 1 • • • ••• • • •• • • • • • • • •• • • • •• • . • • • • • •• • • • • • • • .•.• • • • ••••••• .•.• •• • • 4 ' ;,;. •. • • i ..gt;. « .. • • •,q9 • • • • • .�} •J• • • • •ii • • • . • I • • • �. nr9 • • • • • R i� "Jr), illt.70 Pt, ic i fsyseialA • • • • Strategic Energy Efficiency Associates, Inc. 7516 NW 55 Street, Miami, FL 33166 Tel: (305) 406 -9455 Fax: (305) 406 -9469 Lic. # EC - 13002040 Project:: Tripodo (Gdnerator) Prepared By: Juan 0. Gonzalez Date: January 10, 2006 Page: 2 of 2 AMAMI ShIC;RES VILLAGE [ J:: BY E:) F I ,:uNING STRUCTUR ELECTR;C'' r PLUMBING iMECHAN :CAL ECG. • SU6JEC1 TO CGMPLim14,E ALL s EUERr L. STATE AND COUNTY RULES AND REGULATIONS CITY Generator Sizing with KWH Highest Winter KWH Highest Summer KWH Recommended KW Formulas used 37571 33351 251 Winter KWD = .2774 X VKWH) - 0.5702 Summer KWD =.2354 X VKWH) - 0.0242 Generator KW = Highest KWD - .80 • • • • ••• • • •• •• • • • •• •• •'•' FPL Generator Sizing Work eef •: • • ' • ••• • • • • ••• Customer: Mr. Tony Tripodo ":. • •• . •. •: • 1225 NE 95 Street, Miami Shoresi•FL.iii38.: (See Billing History AttacJecl) •• ••• • ••••••••• OOOOO •• *Note: Generator sizing must be calculated using the highest KWH for both winter and summer over a 12 month period. if a 12 month history is unavalible the form cannot be used KWH Recommended Generator size: 25 kW Actual Generator Installed: 25 Kw Juan 0. Gonzalez 12581 SW 78 Stead Miami, FL 33183 PE # 18937 • • • • • • NOTE: The calculations for Generator Sizing is based on Load Research performed by FPL. 1 07/15/2004 11 30 11 3976 3619; 2 Bill • _ $397.30'Electric • . MEC1. = 5 Deaths 11111 7 -dtrit Bill 1 $222.231 Electric Bill 1 06/15/2004 11 32 11 1 05/14/2004 11 29 11 2803 • 1112115E2Ma 2208 1 04/15/2004 11 29 11 1 03/17/2004 11 29 11 2100 . • : : ,•§29..5 Pectrip Bill 1 02/17/2004 11 33 1 2147 • : : • '•2 a.1. 1'Eleciric Bill 1 01145/2004 _1 34- 11 2165 $213'54 electric Bill Date Service Days KWH Used Debit Amount Descripl Cha gc 12/15/2005 31 2620 $284.69 Electric Bill 1 11/14/2005 11 31 11 2474 1f $269.321 Electric Bill 1 10/14/2005 11 29 11 3483 11 $368.291 Electric Bill Electric Bill Electric Bill 1 09/15/2005 11 30 11 3482. 11 $369.781 $398.821 1 08/16/2005 11 29 11 3757 11 1 07/18/2005 11 32 11 3300 1 $350.591 $347.521 Electric Bill Electric Bill 1 06/16/2005 11 30 II 327.1 1 05/17/2005 11 29 11 2537 1[ $270.071 Electric Bill 1 04118/2005 1E 3-1 1E 2683- 1E $285..55 ectric Bill 1 03/18/2005 11 30 11 2236 11 $245.4211EIectric Bill 1 02/16/2005 11 29 11 2035 11 $219.26]Electric Bill 1 01/18/2005 11 35 11 2635 11 $281.1611Electric Bill 1 12/14/2004 11 33 11 3335 11 _ $340.66'Electric Bill 1 11/11/2004 (1 29- 11 283 IF $290.52 $331.94 /Electric Bill 1 10/13/2004 1 29 11 3318 11 'Electric Bill 1 09/14/2004 Jl 32 . ,_11 4066 1f $406.2411Electric BIIl 1 08/13/2004 11 29 11 3292 11 $329.3611Electric Bill A . 1PlL billing history rage FPL Account Number: 1275727566 / f 5— O Pa e2 0f2 • • 5 l Uc° c �_ • . • � • • � • • ••• • r3rivacv Policy( kttps:// app. fpl.com /Accountlnfo /AccountInfo littos://aooSPI.com/AccountInfo/Accountlnio 12/ 1 9/2005 12/19/ oo5 O PAD & BOLT LAYOUT WALE. wr•r-0• O PAD & BOLT SECTION VIEW WALE, 1-e • r te' • • • • • •• • ••• • • • • • •• • • • O CONNECTION DETAIL ec.4LE. e• • r-0• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • •• • 12•••• POD • • O PAD & BOLT SECTION VIEW ecxe. 14r • r-o• 2,95•46 PAD O CONNECTION DETAIL ecs.e. k1•• PAD REVISIONS 9ffi 111E Q O CO a re 1- co 0 g (9 - z W W s x o� W p O � v- BY DRAWN R. SE✓NSON H. HiLLALAN DATE NOV -15-05 SCALE AS SHOWN JOB H0 . 5851 -05 A- 1 SHEET 1 OF 3