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HomeMy WebLinkAbout411 W 14 St (6)Permit # : L-� r \c> Job Address: Description of Work: Historic District: U Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures CITY OF SANFORD PERMIT APPLICATION Date: DI 7) 1 0JC Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #✓iLR —1 11/L'�,, 1 Owners Name & Address: N XR-A Contractor Name & Address: Phone & Fal --t" Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer Address: Value of Work: S ��eV o Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) `) OW O (Attach Proof of Ownership & Legal Description) Person: Phone Licen Phone: Fax: 1-7 r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AiR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional pennits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe nit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signa we o Owner/Agent Dat rsure of ontractor/Agent U Date Print Owner/Agent's Name Print .ontractor/Agent's Na e }` Pamela J Stults 1p i. Pamela J stults Signature of Nota - tate of Florida a e Ission DD084548Signature nf at tary-State of Florida ';� e mission M064548 a tidy Expires November 18, 2005 a E -Ares November 18, 2005 Owner/Agent is ✓ Personally Known to Me or Produced 1D APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Contractor/Agent is Personally Known to Me or ,/Produced ID ��. Ur%?IVIS� Bfo 30-1x4-83-3-0 (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) THIS INSTRUMENT PREPAREBY: <-� Name: (MLfi. I .' i 0 Address:., 1, -�(t e2 C'A7— OUNTY State of Florida CHOICE Building & Fire Inspection 1101 East First Street Sanford, Florida 32771 County of Seminole NOTICE OF COMMENCEMENT � ��_ 00 E*-') j0TheParcel ID Number (PID) 2j-j2— 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 Commencement.: tom,, �M�SCRIPTION OF PROPERTY (Legal description 9f the property an street address) 411 1k) q+ r'q�i- GENERAL DESCRIPTION OF IMPROVEMENT As q r- M ., 1 +� OWNER INFORMATION �. ,r r!7 U i Name and address: I M . yi CONTRACTOR ... ia3 ►� ame and address: _ ILI arsons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. ..� Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice ofCommencement (The expiration date Is 1 year from date of recording unless a different date Is speaified_a ;:. STATE OF FLORIDA COUNTY OF SEMINOLE Si riatire of Ownerdile r''?.r?, { ULW The fping instrument was acknowledged before me this day of e[ l . ?2 by LArQ, rr1c'� Who is rsonally known to me Name of person making n-, rnem OR who has produced identification type of Identification produced CERTIFIED COPY MARYANNE MORSE �u+�► DoroQ knapp CLERK OF CIRCUIT COURT My Commission DDI 12306 Notary Signabi ibLV111 ULL FLORIDA Nor w0F Expires AprH 25, 2006 IOCT W 2005 Received 10-04-2005 10:59am From- To- Page 003 Mark Cross and Company, Inc. Mailing Address - 4675 Casa Grande Drive • Orlando, Florida 32839 Physical Address — 62 W. 11liana St. • Orlando, Florida 32806 (407) 816-9000 fax (407) 816-1299 Limited Power of Attorney To Whom It May Concern: ?lease be advised that I, Mark David Cross, hereby authorize John Honeycutt, Project Manager; Stephanie Byrd, Permit Expeditor; and/or William Aldy, Operations Manager; all employees of Mark Cross and Company, Inc. to sign for all necessary permits and permit applications. Thank you for your assistance in this matter. Mark D. Cross EC -13001174 Mark D. Cross Acknowledged before me on this 22nd day of September , 2005 by Mark Cross who is personally known to me, or has produced as identification. Notary Public, Sgm-o� ida , County of Orange off" °os Notary Public State of Florida D Elisha Pelissier po My Commission DD420116 'poi Fro Expires 0412912009 1) REFER TO THE NDXTEL "EQUIPMENT ENGINEERING; METHOD OF PROCEDURE (MOP), MOPS 2081108, FWAIIAXN OF PAD MOUNT GENERATOR SETS (REVISION 24). VERFY WITH ETARAN TELECOM PRGIECT MANAGER IF THE APPLETON MNERATOR RECEPTW WILL BE REMOVED PRIOR TO THE COMMENCEMENT OF THE PROJECT. 2) ALL DMING ITEMS REMOVED MO/OR REPLACED. AND ALSO ANY EXCESS MATERIAL MUST BE RETURNED 70 THE NDM SANFORD' LDL COORDINATE WITH DARAN TELECOM PROJECT MANAGER 3) UPON ENTERING THE NEM SITE, AND PRIOR TO LEAVYM,. THE a MRACLOR MUSE CALL THE NDXTEL NOC AT (11-800-251-6769, THEN PUNCH 1, THEN PINCH 3) TO MGM THEMSELVES M THE OPERATOR. CONTRACTOR TMST ALSO SIGN THE SITE LOG' WHILE WORKM ON SITE 4) ALL MOMS ARE M BE RECD VEIBFFD BY CONTRACTOR PRIOR TO COMMENCEMENT OF CONSIRUcn(11 PROPOSED (1) 1' RGS WNW WITH CONDUCTORS FROM FEW GENERATOR M ATS FOR START / STOP CONTROL DISTANCE OF WNW RUN 116'-0•. CONTRACTOR MUST FEUD VERIFY EXACT ROUIM OF CONDUIT. PROPOSED (1) 3/4' RGS CONDUIT FOR NMM CIRCUIT FROM NEW WIERA OR TO - D MING NARY PANEL INSIDE THE NDOXIL SHELTER. DISTANCE OF CONDUIT RUN 115'-0'. CONTRACTOR MUST FIELD VERIFY EXACT ROUIYIG OF CONDUIT. PROPOSED (1) 2' RGS CONDUIT FOR POWER FROM NEW GENERATOR TO DOSING NEMOEI. SHELTER DISTANCE OF CONOUT RUN 115-0'. CONTRACTOR MUST HELD VERITY EXACT ROUING OF CONDUIT. 039M 12'-O' GATE ,�• ,�• PROPOSED NDXIEL GENERATOR MOUNTED ON A 5'-0' X 11'-0. SEE SHEET S-1 FOR FOUNDATION DETAILS. r• • o • DOSIING COMMUNilY URLIIY PACK 1 I I T!J 13' DZ71C LEXTEL 25'-0' X 28'-0' LEASE ARFA PROPOSED GENERATOR AI BE INSTALLED ATEWITHINC THE EXISTING ACCESS ' LEASE A1LFA YANTAN ALL APRtOPRATE CLEARANCE AND ACCESS 1 �-- DISTANCES RMURED BY 80TH NATIONAL AND LOCAL CODES (EYP) DOSTING MIS TO BE REPLACED WITH NEW ATS (SEE SHEET E-1) DEW 1('-0' X 2D'-0' S'-0• NDaEL EQUIPMENT SHELTER 1 i L ------------------------- D USRHG 10'-0' X 20'-0' CNGUAR WIRELESS ( EQUIPMENT SHELTER OQSING NE)aa IEBRIDG6 D OSTING NEXTEL ICEBRIOGE B 320'-0' FROM TOP OF GRATING M GRADE / QWAD LEVEL. 63'-0' CaSTNO 10'-0' X 20'-0• CNaIAR WIRELESS EQUIPMENT SHELTER SITE NUMBER: FL2078 SITE NAME- CENTRAL AMECENTRAL SANFORD SITE ADDRESS: 411 WEST 147H STREET SANFORD. FLORIDA 32771 STAMP HERE.- 4Jiq� W�. ` •lz� ' < SIGNATURE r RAY M. SMITH,',',,. s �,ER GISTERED PROFESSIONAL( t CONERSTONE,DESIGN SERVICES LLC tat 2203. REENHILLS DRIVE i r VALR?CO, FLORIDA 33594 q % (727)-692.6401. DATE •V LARCH REG.'NO." r .x12864 R IS A V10 AT10N OF LAZY FOR ANY PERSON UNLESS THEY ARE ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. - DRAWN BY. DJ/BBS CHET]® BY- EB / JD DATE DRAWN: 7/29/05 BARON JOB NO. 022-1093 REVISION DESC(MPnoN BY DATE ZRML Ma ICU x3/03 - I ®MD LIR CONSMUCIpNIz 0/14/65 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C1 PREPARED FOR: 715' . NEXTEL 851 TRAFALGAR COURT SUITE 300 EAST MARLAND. FLORIDA 32751 (407)-838-5200 F ZPREPARED 0 BY - C_, 15 S A R A N telecom o2wireless Solutions dba BARAN Telecom 10430 Rodq— Rowe H—Am TX 77070 SITE NUMBER: FL2078 SITE NAME- CENTRAL AMECENTRAL SANFORD SITE ADDRESS: 411 WEST 147H STREET SANFORD. FLORIDA 32771 STAMP HERE.- 4Jiq� W�. ` •lz� ' < SIGNATURE r RAY M. SMITH,',',,. s �,ER GISTERED PROFESSIONAL( t CONERSTONE,DESIGN SERVICES LLC tat 2203. REENHILLS DRIVE i r VALR?CO, FLORIDA 33594 q % (727)-692.6401. DATE •V LARCH REG.'NO." r .x12864 R IS A V10 AT10N OF LAZY FOR ANY PERSON UNLESS THEY ARE ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. - DRAWN BY. DJ/BBS CHET]® BY- EB / JD DATE DRAWN: 7/29/05 BARON JOB NO. 022-1093 REVISION DESC(MPnoN BY DATE ZRML Ma ICU x3/03 - I ®MD LIR CONSMUCIpNIz 0/14/65 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C1 c L_. %t GENERAL NOTES" FM CONCRETE: REINFORCING STEEL: I 1. ALL CONCRETE SHALL BE 4000 PSI MIN. IN IF APPLICABLE AS PER DETAIL 3/S-1) 28 DAY AND ALL WORK SHALL CONFORM TO 6' 4' TOTAL OF (8) 3/4' EXPANSION ANCHORS, 1'-0' MIN. THICK CONCRETE , 1. REINFORCING BARS: ASTM A625, GRADE ACI 318, -BUILDING CODE REQUIREMENTS FOR MINIMUM EMBEDMENT 8' INTO CONCRETE SLAB, 4000 PSI WITH 60 DEFORMED BARS. REINFORCED CONCRETE' AND TO THE PROJECT SLAB TYP. OF (4) ON EACH SIDE. APPROVED FIBER REINFORECEMENT 3�S1 SPECIFICATIONS. CONTRACTOR TO USE PRE -APPROVED 2. WELDED WIRE MESH: TO ASTIR A185. 851 TRAFALGAR COURT FIBER MESH REINFORCEMENT IN PLACE OF STEEL. PROVIDE IN FIAT SHEETS ONLY. VERTICAL SUITE 300 EAST PLACEMENT TOLERANCE TO BE 3/8 INCH. MAITLAND, FLORIDA 32751 2 DO NOT USE CHLORIDE -CONTAINING (407)-838-5200 ADMIXTURES, 3. REINFORCING STEEL TO BE DETAILED, PREPARED BY: FABRICATED, BEM AND PLACED IN 3. READY -MIX CONCRETE SUPPLIERS TO BE ACOORDANCE WITH THE CRSI MANUAL OF NRMCA-CERTIFIED. STANDARD PRACTICE AND ACI 315. - 4. ALL CONCRETE IS TO BE NORMAL DENSITY 4. THE CONTRACTOR SHALL FABRICATE ALL CONCRETE SLUMP OF 4 INCHES. e B A R A N telecom WTTH A MAXIMUM REINFORCEMENT AND FURNISH ALL ACCESSORIES, MAXIMUM AGGREGATE SIZE 3/4 INCH. BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS I I I I NECESSARY THE REINFORCEMENT o2wireless Solutions dba BARAN Telecom 5. HOT WEATHER CONCRETE: COMPLY WITH ACI CA ED OTHURE UNLESS INDICATED OTHERWISE 10430 R°dga Ro°d H°uffb°". Tx 77070 305R. II 5. IN SLABS WHERE REINFORCING IS SHOWN IN (I 6. D IT ADDTIONAL WATER SHALL 8E ADDED TO DIRECTION ONLY, PROVIDE INDICATED CONCRETE THE JOB SITE TEMPERATURE TEMPERATURE REINFORCEMENT AT 90 DEGREES TO PRINCIPAL REINFORCEMENT. 7. PROVIDE CHAMFERS' REVEALS, RETGENERATOR AND PROPANE TANK PAD: RECESSES AND THE LIKE AS SHOWN ONN THE ST1E NUMBER ARCHITECTURAL OR STRUCTURAL DRAWINGS. 1. ALLOWABLE BEARING PRESSURE ` 8. NO HOLES OR SLEEVES SHALL BE MADE USED IN DESIGN 2000 PSF. N o ° FL2078 THROUGH CONCRETE WORK OTHER THAN THOSE 2 ABOVE PARAMETERS ARE ASSUMED. ALL INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT 2. ABOVEPARAMETERSA APPROVAL OF THE STRUCTURAL ENGINEER SHALL VERIFIED SrrE NAME: BY SOIL ENGINEER- IN WRITING TO BARAN 9. -PROVIDE CAST -IN-PLACE CONCRETE FOR TELECOM PRIOR TO FABRICATION AND MECHANICAL AND ELECTRICAL DIVISIONS INCLUDING CONSTRUCTION. BUT OEKEEPING 11• 9• CONDUIT STUB -UP AREA OUTLINE OF GENERATOR BASE FRAME CENTRAL SANFORD EQUIPMENT DESIGN NOTES: (APPRoxIMATE LOCATION AND SIZE) 3�S1 , PADDSS, PRS, U DERGROUND DUCTHANKS. DESIGN DATA (AS PER ACSE 7-98) WIND SPEED = -- NPH 10. ALL FORMWORKSET OFFTOLERANCES (PER ACI C3 GUST) 'PROPOSED �C. 117) TO BE CLASS A EXPOSURE THE FRAME LOCATION IS DEPICTED FOR RE}RENCE ONLY. SITE ADDRESS; IMPORTANCE FACTOR = 1.15 CONTRACTOR MUST FIELD VERIFY EXACT LOCATION OF EXPANSION ANCHORS. 11. SUB TOLERANCE TO ASTM E1155: SPECIFIED BUILDING CATEGORY = 11 411 WEST 14TH STREET OVERALL MINIMUM VALUE OF FATNESS Fr -25 WITH CONCRETE (28 OAYST: SANFORD, RDRIDA 32771 A LOCAL MINIMUM Fr -20 WITH LOCAL MINIMUM FL=15. MEASURE FL AND FFWTTHIN 72 HRS OF � 4000 2 L GENERATOR FOUNDATION PLAN STAMP HERE: OTHERSI SLAB CONSTRUCTION. 0DO S1 SCALE 1/2'=1'-D' REINFORCING STEEL ACONCRETE GRADE 60 WELDED WIRE FABRIC A185 PROPOSED GENERATOR o' - GENERATOR SIGNATURE RAY M. SMITH BASE FRAME Z„„,,,I - REGISTERED PROFESSIONAL CONERSTONE DESIGN ���•� SERVICES, LLC - 2203 GREENHILLS DRIVE ' VALRICO, FLORIDA 33594 _ (727)-692-6401 9• ��5°d� DATE FL. ARCH. REG. NO. 12864 4' 57 WASHED STONE of 1'-0' MIN. THICK CONCRETE SLAB 4000 PSI WITH MATERIAL ON LANDSCAPE R IS A VIOLATION LAW FOR AN PB+SON UNLESS APPROVED FIBER REINFORECEMEM. WEED BARRIER ON WELL y Arm nc191c UNDER T� aeaEclaN oa A ucE„sED THIPROFESSIONAL �NIEM M ALTER THIS D=MENr. COMP. FILL DRAWN BY: DJ/BBS / �i 3/4' CHAMFER CHECKED BY: EB / JO DATE DRAWN: 7/29/05 BMAN JOB NO: 022-1093 REVISION NO DESCRIPTION BY DATE $' r �. FINISH GRADE / /j\•\� 5 � �F ISM FOR ftEVIaV — FW — 61ED RIR 0MISn81LMON 0.I 9/14/05 qq �„ _ ¢j �"*, i� �F ?� ✓'` ,� \ �' � ,�� `e j /` `� I 44 .. O U 6' MINIMUM 95% DENSITY CLEW do PROPERLY COMPACTED FILL 4, `E SHEET TIRE TOTAL OF (8) 3/4' EXPANSION ANCHORS, GENERATOR FOUNDATION MINIMUM EMBEDMENT 8' INTO CONCRETE BC NOTES SHEET NUMBER: SLAB TYP' OF (4) ON EACH SIDE GENERATOR ANCHOR DETAIL DIESEL GENERATOR FOUNDATION SECTION S1 SCAM.1'=a'--0'�� S1 S� 3/8�-I'-0' S1 FINISHED GRADE, OR GROUND COVER MATCH SLOPE AND THICKNESS OF EXISTING UNDISTURBED SOIL -CAUTIONARY TAPE COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL EMERGENCY POWER CONDUIT PAIRALLE EXOTHERMIC COMPACTED SAND I ATO EXTERIOR GROUND RING 'EXTERIOR GROUND RING (SEE NOTE 1) 6' WN II: : 6►O1 (1P EXISTING MTS TO BE REPLACED WITH NEW 200A, 120/24OV ATS EXISTING 200A 120/240V CIRCUIT BREAKER PANEL TO REMAIN EXISTING ALARM PANEL EXISTING (3) 13/0 IN 2' RGS (REPAIR AS REQUIRED IN FIELD) E70STING (3) 13/0 L3 #3/0 + 1 /6 IN 2' RGS (REPAIR GRND IN 2' RGS AS REQUIRED IN FIELD) © IR „a: 0 plexel,10111J9111► fill 4 EXISTING NEXTEL 200A EXISTING NEXIEL METER SWITCH 1D REMAIN 0V DISCONNECT NECT � TO REMAIN SWITCH EXISTING SERVICE LATERAL f_TO EXISTING UTILITY TXFMR. \ (3) 13/0 CU. + 1 /6 GROUND IN PREPARED FOR - 2' RGS UNDERGROUND EMERGENCY Joe NEXFEL GENERATOR ENTRY LOCATION. 851 TRAFALGAR COURT CONTRACTOR TO FIELD VERIFY EXACT' LOCATION OF POWER ROUTING. SUITE 300 EAST ELECTRICAL CONDUCTOR SHALL VERIFY MIN. 14 AWG. MAITIAND, FLORIDA 32751 TO (2) 5/8' x 8' DEEP DRIVEN GROUND ELECTRODES (407)-838-5200 BRASS TWO HOLE MECHANICAL CONNECTOR WITH STAINLESS PREPARED BY; /2 AWG BARE HARDWARE TINNED SOLID COPPER WIRE (UNIT BOND) METALLIC BOX 001 HOUSING ETC. „ S A R A N teleCOM o2wireless Solutions dba BARAN Telecom 10430 Rodga Rood Houton, Tx 77070 PAIRALLE EXOTHERMIC COMPACTED SAND I ATO EXTERIOR GROUND RING 'EXTERIOR GROUND RING (SEE NOTE 1) 6' WN II: : 6►O1 (1P EXISTING MTS TO BE REPLACED WITH NEW 200A, 120/24OV ATS EXISTING 200A 120/240V CIRCUIT BREAKER PANEL TO REMAIN EXISTING ALARM PANEL EXISTING (3) 13/0 IN 2' RGS (REPAIR AS REQUIRED IN FIELD) E70STING (3) 13/0 L3 #3/0 + 1 /6 IN 2' RGS (REPAIR GRND IN 2' RGS AS REQUIRED IN FIELD) © IR „a: 0 plexel,10111J9111► fill 4 EXISTING NEXTEL 200A EXISTING NEXIEL METER SWITCH 1D REMAIN 0V DISCONNECT NECT � TO REMAIN SWITCH EXISTING SERVICE LATERAL f_TO EXISTING UTILITY TXFMR. \ (3) 13/0 CU. + 1 /6 GROUND IN 2' RGS UNDERGROUND EMERGENCY POWER TO NEW PERMANENT GENERATOR ENTRY LOCATION. CONTRACTOR TO FIELD VERIFY EXACT' LOCATION OF POWER ROUTING. EXISTING GROUNDING ELECTRICAL CONDUCTOR SHALL VERIFY MIN. 14 AWG. TO (2) 5/8' x 8' DEEP DRIVEN GROUND ELECTRODES AND REPAIR AS REQUIRED HARM CIRCUIT TO GEN. CONTROLLER TO ALARM 'LOW' FUEL LEVEL IN 3/4' RGS CONDUIT NEW KOHLER STANDBY EMERGENCY GENERATOR INSTALLED AS PER MANUFACTURER SPECIFICATIONS. DO NOT BOND NEUTRAL TO GROUND AT GENERATOR. SYSTEM NON—SEPARATELY DERIVED. CONTRACTOR MUST VERIFY THE SDE OT THE PROPOSED GENERATOR WITH THE BARAN TELECOM REPRESENTATIVE PRIOR TO COMMENCEMENT OF THE INSIALLATKON PROJECT. GEN OUTPUT CIRC. BREAKER GEN CONTROLLER NEW CONCRETE GENERATOR FOUNDATION EXISTING GRADE 1' RGS CONDUIT W/ CONDUCTORS TO ATS FOR START/STOP CONTROL SITE NUMBER: FL2078 SITE NAME CENTRAL SANFORD SITE ADDRESS:- 411 DDRESS:411 WEST 14TH STREET SANFORD. FLORIDA 32771 STAMP HERE. SIGNATURE RAY M . SMITH REGISTERED PROFESSIONAL CONERSTONE DESIGN SERVICES, LLC 2203 GREENHILLS DRIVE VALRICO, FLORIDA 33594 (727)-692-6401 FL. ARCH. REG. NO. DATE 12864 IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. DRAWN BY: DJ/BBS CHECKED BY. EB / JD DATE DRAWN: 7/29/05 SARAN JOB NO. 022-1093 REVISION DESCRFIION BY M7E tSSID FOR MM d I/7/Oy FM -STIED FOR Cp6RUCDON DN I I/14M SHEET TITLE, ELECTRICAL DIAGRAM & DETAILS SHEET NUMBER E1