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DS-07-1146Inspection Date: 01/28/2008 Inspector: Grande, Claudio Owner: SCHMIDT, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1263 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1132050100070 Lot: Building Department Comments SLAB FOR GENERATOR IAN 2 9 MB t Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, January 24, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/06/2008 Inspector: Levrock, James Owner: SCHMIDT, JOHN Job Address: 1263 94 Street NE Miami. Shores Village, FL Project: <NONE> Contractor: ALL GAS PROS Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Block: Phone Number Parcel Number 1132050100070 Lot: Phone: (954)964 -2937 Building Department Comments connect generator to N /G // ® ®� Passed II for : . mments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, February 5, 2008 Page 2 of 2 Inspection Date: 02/06/2008 Inspector: Devaney, Michael Owner: SCHMIDT, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 126394 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HENRY & CO 14 1)4, Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Generator Block: Phone Number Parcel Number 1132050100070 Lot: Phone: (954)527 -1597 Building Department Comments INSTALL GENERATOR ON PRE CAST PAD 0 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 59134. CREATED AS REINSPECTION FOR INSP 51220. UNDERGROUND IS OK. EXISTING METER ENCLOSURE IS ONLY RATED FOR150 AMP. CHANGE MAIN BREAKER TO 150 AMP. GROUNDING ELECTRODE CONDUCTOR HAS TO TERMONATE IN METER ENCLOSURE OR TRANSFER GW ADD ON RODS. REMOVE 2 PAVE 60 AMP SWITCH AND REPLACE IT WITH A2 POLE 60 AMP. BREAKER. change plans to state 150 amp. servi - 5/08 MD ir d .,,,,,,,_,A,,c/t. OP 4 Ar#1, 67,----eaet2R Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, February 5, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING X 1'9m (�`] /1 Permit No. f a f /1�--�-1 PERMIT APPLICATION 1 Master Permit No. ) l FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) C)�f L) Gx3 f\ _ (1 Iti1 � � Phone # � °� • (�� Owner's Address 11 a�-2, Nt_ 9)-1 ,LA.. Cityh(Q isc,\ State c C _ Zip 33\ Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # t SD(:).) 010 CO 0 Is Building Historically Designated YES NO Contractor's Company Name € \ v1 0(:). Contractor's Address 16 _ P_ 1-1 .- l l 1 (F-� City u� State Qualifier Name (� Pttc,'> State Certificate or Registration No. 5 C_, COO 1 E -MAIL: Phone # Architect /Engineer's Narne (if applicable) Zip 3331 Phone # 1. j Certificate of Competency No. Value of Work For this Permit $ tc(j'CC) Phone # Square / Linear Footage Of Work: Type of Work: ❑Addition �1 ❑Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: J\\ L j1'+P 'Q t"' QSl —Re 00 RI ******** * * **** * * ** ** * ***** ** ** * ****** ** Fees * *** ** * * ** ** * * * * ** ** * **** *** * *** * * *** * * *** ** Submittal Fee $ Permit Fee $ CCF $ r \ QUO CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ i t Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ SUN 2 AID See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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: I certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur 0 e or Agent The fot 'ing instrument was acknowledged before me this80 day of t, l 20 ()) by c-Dhr` l ■hpo. td`f— , who 4(4-- me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign:1YJ /2 (2/' Print: }'1 °e/2.1)1 e My Commission Expires: * * * * * * * * * ** * * * ** * * * * * ** STATE OF FI,01 ma anie Watson sion #DD639063 xpires: FEB. 11, 2011 My Commission Expij ** *i* its** **** *3�iF R4itWG** **** ** * ***** * * * * ** * ** *fir * ***** **** * ** *fir *e *** ** *AMID * *kit (Certificate of Competency Holder) State Certificate or Registration No. E.C, DOD c, Certificate of Competency No. Contractor The foregoing in ent was acknowledged before me this day of /l �� ` 20en by j-1 en i2 y tC Ai who personally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY . ' e� / � . / . tip sy . . 4 ,%4 J a al %U tv.=iguid TE OF FLORIDA D639063 ttrLA16TllC BONDING CO, INC. ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ,6�U� PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) tVI SO= Cjit Phone # -a OS 54 • Ja Ownertf Address 94 City \0(n ) 5l1C State FL Zip Phone # V at,� JUN 0 F 2007 19 BY: t- Permit No. g--07- --C / 14 Master Permit No.n 1 l4 Tenant /Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Pv 94 st County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name \ l Contractor's Address City - t L d State Qualifier Name 3( �► 0 - � � �' ,o 1-c NO Phone # qnq 3-1 Zip 33 Phone # Loci State Certificate or Registration No. ( Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ a.C. Square / Linear Footage Of Work: Type of Work: ❑Addition ElAlteration ❑New ❑ Repair/Replace ❑Demo l' Demolition Describe Work: 03(lf\ECT Coene('Q`ii?j j �rU U Ill * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *-fir * * * ** Fees************* * **** * * * ** ** *** * * * * ** * *** * * * *** �-�f � Submittal Fee $ Permit Fee $ -� ( 76) CCF $ 3 +W CO /CC Notary $ Training /Education Fee $ - Technology Fee $ 422,\S- Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 2 U PJO Structural Review. $ Total Fee Now Due $ See Reverse side -* L°�� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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: I certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Own -, or Agent g instrument was acknowledged before me this %'/ 0 by 3-0 r\ f--1 i 'J`/'l,1'1 to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: -.-gym nY Si 4trn Print: M e iI4 My Commission Ftgg41-tIfC to ** * * * * * * ** * * * * * ** ** * *** ft* * State Certificate or Registration No 11, 2011 DING CO., INC. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** APPLICATION APPROVED BY: Chc 10/14/03 Signature ontractor The foregoing instrument was acknowledged before beff oreme t his8o day of 12Af�, 2007, by rue I " , /t4T / who rsonally known to e or who has produced as identification and who did take an oath. NOTARY PUBLIC: j.,.. T.1ny PUBLIC • ST. TE OF FLORMA Sign: V} / i S Print: Me,,. `xp ZU7_ My Commis ga6NPfVG CO., INC. (Certificate of Competency Holder) ►SSD Lp Certificate of Competency No. 5-®' Plans E Engineer Zoning Northea Miami Shores, 10.91T. Sh ores AFFIDAVIT STATE OF FLORIDA COUNTY OF DADE The undersigned Affiant, il� n l m 01-4 —does here by attest that the attached survey, •.: rformed by pr O LI performed on 1 4 ' d , is an accurate representation of the existing conditions and locations of all Structures on the property as of this date. The purpose of the Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which may now exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may effect final inspections as applicable to this or other permits. Further, Affiant sayeth naught. Owner %Pf? . PAtif, ; Witness (sign a ) SWORN TO AN BSCRIBED before me this ISO day of Affiant is sonally known to me, produced as identification. NOTARY PUBLIC -STATE OFFLOM% "" , Melanie Watson ;Commission #DD639063 ".4 ...;.•; Expires: FEB. 11, 2011. BONDED THRUATLANTIC BONDING CO., INC. 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. DS -6 -07 -1146 Issue Date: Not Issued Expires:Not Issued Folio Number:1132050100070 Owner's Name: JOHN SCHMIDT Job Address: 1263 94 Street NE Miami Shores Village, FL Owner's Phone: Total Square Feet: Total Job Valuation: 24 $ 19,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/5/2007: Yes Comments: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1 l SD.0 010 dC1t STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. 1111I11I111111111111111111111111111111 -FN 21 s07R0555427 DR 31< 25669 Ps 0773; Ups RECORDED 06/04/2007 10:16:42 HARVEY RUV'IHR CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: ShO Ce v Ise. w P% k_10-14 -} ► - x ! . r • 11'�-fl - 2)1 c) 5gcos 2. Description of improvement: ei ia�\ 3. Owner(s) name and address: Z'(lf \ _1 ) €'T -N M t 1\-1 &" la,rn Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contras 6r; ifQn `}OF DA, COUNTY OF DADE Name and address: I HERE- 9 b CFR +rY thrt this is a true o. y of the Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or o documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners 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 this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified)) tAL1A_ . Si• ture of Owner Owner's Name . J o /,�� f c 7 I-- Sworn to and subscribed before me this day of //nay 117? Prepared by STATE OF FLORIDA 10,): ``� else Watson Notary Public ; ;"�•` � : 11, 2t�1' 5343) Print Notary's Name My commission expires: c&- 12361 -52 PAGE4 5106 41C19 cDA Miami Shores Village Building Department dalitIN.2411€1 Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 07— LLro Job Name e-OlzA2bio l7 . Date 607 —lri BUILDING CRITIQUE SHEET ,, pea-07,r out C, �eiD1, 1Lc..+1 43-s & ' S-u6 r i reA Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDINGI �- PERMIT APPLICATION m 1 FBC 2004 Permit Type (circle): Permit No. ICU l ✓ )14(p Master Permit No. %007 Electrical Plumbing Mechanical Roofing Owner's Name ( F e e Simple i t e h o l d e r ) \ t O m � �\ +— Phone # Owner's Address City MI( (TM --e3 State c"( Zip 3 1 Sg Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 Du t.. L City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Ok0 11 of — Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ \.% (DO0 Square / Linear Footage Of Work: Type of Work: []Addition DAlteration p`'` ew Q Repair/Replace ❑ Demolition Describe Work: ***************************************Fees************** ** * * * * * * * ** * *** * *** ** ** * * ** ** Submittal Fee $ Permit Fee $ /DO ��' CCF $ \ ,40 CO /CC Notary $ Training/Education Fee $ Technology Fee $ 2 /SO Scanning $ O Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 123: o See Reverse side --> Ckk�►► ti°viv Bonding Company's Bonding Company's Mortgage Lender's N Mortgage Lender's Ac City 1V3INVH331N Application is hereby commenced prior to construction in this jurto WELLS, POOLS, FU1 G G). OWNER'S AFFIDA applicable laws regula "WARNING TO O PAYING TWICE .CONSULT WITH COMMENCEMENT{ Notice to Applicant: ii promise in good faith whose property is subje for the first inspection i 'mil occurs seven (7) days after the building permit is inspection will not be approved and a reinspection fee will be charged r c m r m 0 -4 0 1daniOnals N z z G) INa3a /S21H S33d 13VdW m Owner or Ag: . t The foregoin'i ent was acknowledged before `me this 69 day of SUl,,E'_ ,20 by h \ p1 (14-, who impersonally known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC - STATE OF FLORI1mA " Melanie Watson =Commission #DD635:i.3 s: FEB. 11, 2011 Sign. Print 1-A - e , l (hr) My Commission Expires: D . t . ( APPLICATION APPROVED BY: (Revised 02/08106) 0 m n m m (1) c w r v --1-1 m issued z m v v m to m :31va 1V11IIN8ns 9 :21013da1NO3 m 5`;' kllation has regulating SIGNS, Ice with all IN YOUR ANCING, UCE OF licant must the person the job site In the absence of such posted notice, the Signatur i` ii, A /, Cold, . for The forego frrtrument was acknowledged before me this (c) dayof, ,� .20,byh��Sc�h4�, o-- whosonally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC:. PUBLIC -STATE OF FLORIDA Melanie Watson i ��� = ,,o iLtf • 'on #DD639063 'ti ( 1- - T" ryAti Sign: Print ► pBONDED UAT C ON •tiG CO. INC. � 1 My Commission Expires: 31k,11 Plans Examiner Engineer Zoning Miami Shores Village Building Department 141050 Ist.E tid Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /:(63,4)? ` s e Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 r ,a- IM - ► �Lp VILLAGE OF MIAMI SHORES OWNER BUILDERDrS"CLOSURE STATEMENT NAME: '0\--\,(c- rs (A+ • DATE: ti) •) (4O') ADDRESS: 0 OE q {- 1 arc i 8harems f 3 '3t 3 Do• hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,. F.S 489.103(7). And I have.read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand:thiat I as the owner must appear in person to coiriplete all.applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one,family or two- family residence. You may also build or improve a commercial building at a cost .of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the .construction is complete, the law will presume that you built for sale or lease; which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is opt licensed must work underyour supervision and must he employed by you, which means thatyou must deduct F.I.C.A and with- holdings tax and • provide workers' compensation for that emplqyee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at.the time of permit application • 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum-code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the .advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If•for. any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed .compan•or person. Initial 7. • I• understand that if any person gets injured• on my construction project --they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages duripg recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my•property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this 15 day of it , 20 (� (4 '7;414c rtiNJ vvho was personally known to me or who has Produced there. License or 0, 1.6 L lC as identification. �e MONICA LISSETH DIAZ MY COMMISSION # DD 483985 gam EXPIRES: October20,2009 eadn rnewNary pupgoy miters ( CUSTOMER ) JOHN DMIDT 1263 NE 94 ST MIAMI SHORES FL 33138 305 7541355 ( CONTRACTOR ) HENRY AND CO. 757 S E 17 ST # 176 FT LAUDERDALE FL 33316 954 6271697 HENRY KARP OPnONAt STANDBY SYSTEM NEC 702 NOTES • NOTTO SCALE • ALL CONDUCTOR CTOR ARE THHNI i THWW? CLIPPER • AU. TRAN'SFRE SWITCH ARE RATED FOR THE COMI ECTED LOAD • ATS IS LL LISTED FOR AUTOMATIC • GENERATOR IS II TA SEPARATELY DERIVED SYSTEM (NEC) 2005 ARTICLE 250.20 (0) FPN NO 1 GROUND ROD NOT REQUIRED • PERMANENT SHALL BE PLACED AT THE SERVICE ENTRANCE 702.8. • ALL EQUIPMENT ! PANELS BOXS ETQ I EMA 3 R • ALL EQUIPMENT IS LL LISTED AND APPROVED EXISTING 200 AMP (2) 216 NEW 2il11 11 SERVICE RATEll AIIIfMATIC TRAI SfE SW7CH 120 2401 PH 2fH AMP 1CB 1t NEW 200 AMP SUB PANEL 8116 •• ••S • • • • • • • .••••• • • •• •• •. ; . . ••' •• m#2 # 6 BO 141/2 PVC •• # 4 BOND • • • • • • WATER PIPEQ-- • '• • • ' • ••• • • •• •• • • • EXISTING SUB FEED ...•11• • •• • • • • ••• • • • • • • • • • • • • • • • •• • •• •,. ,. • • •• •• •• • •• •• •• • • • • • • • • • • • • ••• •• •• • • GENERATOR QT25KW CB125AMP 1201'240 V DBA 69 FUEL N.G • )TA.RY PUBLIC - STATE OF FLORIDA ,�.,,�� Melanie Watson • a,zy y ��:: ;Commission #DD634063 „ „." Expires: FEB. 11, 2811 BOAIDL P4LANTIC BONDING CO, -INC. IP1' ec247i c5' 30.0 2 /./ tc) 18 30 0"� ELECTRIC LOAD CALCULATIONS JOHN D SCHMIDT 1263 NE 94 ST MIAMI SHORES FL 33138 EXISTING RESIDENCE 2197 S. F X 3 KITCHEN TWO SMALL APPLIANCES CIRCUITS REFRIGERATOR RANGE LAUNDRY ROOM CIRCUIT CLOTHES DRYER WATER HEATER FIRST 10,000 W © 100% REMAINER © 40% WATTS 6591 WATTS 3000 WATTS 1000 WATTS 8000 WATTS 1500 WATTS 5000 WATTS 4500 TOTAL WATTS: 29591 10000 WATTS 7,836 WATTS AIR CONDITONING OMIT HEAT 7.5KWX65 %= TOTAL WATTS: 22711 WATTS / 240V = 94.7 AMPS 4,875 WATTS 22,711 WATTS •• ••• • • • • • • • • • • • • • • •• .. • • • •• • • • ••• • • • • • • ••• • ••• • • • • • .•• • • • • • •• • • • ••• • •• •• •• ••• • • • • • • • • • • • • • • • • •• •• • • • • • • • •• •• ••• • • NOTARY PUBLIC -STATE OP FLORIDA Melanie Watson , Commission ,DD639063 s.„,,„*" Expires FEB. 11, 2011 BONDED THRU4 rLM 7IC BANDING co , INC. i�a- Cno-r.�:..o i�3®r- -, eAts EC 0 Q 13 a 6-30-02. 2. Sohn 5 0 ) , n, , d +- 0103 k) E 94 ma", whores re. 3313� SCA-Le Jay " / ALL Gv ©ik P Ft 9 i DA 4O! L4J /'f- copg OD' = .5, Ivy©FF 0 PIP‘ Jf Z r/v frTioti �G Tvcz, 64-5 6046. ,91001 51) 1 r/ o,f-) 7/- e Vo; • Lf Ca°) ALL GAS PRO'S 954 -964 -2937 rfczr i,�P l,, LeA6 ®5m6 i' G e-/'eR AA row /ie2o 6r1-1 etw o r'-&-.-7— /04 TueA L, GA5 /1G, e e- C •• •.• • • • • •• ••• • • • • • •• • •• • • • • • •• 3325 GRIFFIN ROAD # 26 • FT. LAUDE ' , ALE, i'LoRIDA :33312 FAX 954 - 9837016 ••• • • • • • • • • • • • • • • •• • •. ••• • • • • ••• • • • ••• • • • • • • • • • • • ••• • f5.8°'°'-) NOTARY PUBLIC -STATE OFFLORIDA Melanie Watson Commission #DD6390.63 °' Expires: FEB, 11, 2011 1' 1HRUtaw/7wa6 INC. inoCgs, tADcz. EIJp'n • ,R QT025 Liquid Cooled Gas Engine Generator Sets Standby Power Rating 25 kW 60 Hz STANDARD EQUIPMENT EriERAC 2.5L ENGINE Naturally Aspirated Gaseous Fueled All input connections in one single area • righ coolant temperature shutdown • ° tow•eiPpressdreshutidown • • ° Lo*•000lant lev I automatic shutdown • reo3peed auiorgaticshutdown • Crank timer • Exiirrise timer • • • • • ¢y amain extensim• • • • • • Cggl•flpw radiator• • • Glsvgd oolanirecovery system UV /•Ozone resistnnt.lwses • •. • • • • •• • • • • • • • • • •- • •• • • • • Watertight state of the art electrical connectors • Mainline circuit breaker • Radiator drain extension • Battery charge alternator • 2 Amp static battery charger • Battery and battery cables • Battery rack • Fan and belt guards • lsochronous governor • InntAgeve design and fully prototype tested • UL2200 Listed • Solid state frequency compensated voltage regulator • Dynamic and static battery charger • Sound attenuated acoustically designed enclosure • Quiet test for low noise level exercise • Acoustically designed engine cooling system • High flow low noise factory engineered exhaust system • State of the art digital control system with R100 digital control panel • Watertight electrical connectors • Rodent proof construction • High efficiency, low distortion Generac designed alternator • Vibration isolated from mounting base • Matching Generac transfer switches engineered and tested to work as a system • All components easily accessible for maintenance • Electrostatically applied powder paint GENERAC® POWER SYSTEMS, INC,. APPLICATION & ENGINEERING DATA QT025 GENERATOR SPECIFICATIONS TYPE Synchronous ROTOR INSULATION Class H STATOR INSULATION Class H TOTAL HARMONIC DISTORTION <3,5% TELEPHONE INTERFERENCE FACTOR (TIF) <50 ALTERNATOR OUTPUT LEADS 3 PHASE 4 wire BEARINGS Sealed Ball COUPLING Flexible Disc LOAD CAPACITY (STANDBY RATING) 25 kW EXCITATION SYSTEM Direct NOTE: Generator rating and performance in accordance with 1SO8528 -5, 0S5514, SAE J1349, 1S03046, and D1N6271 standards. VOLTAGE REGULATOR TYPE Electronic SENSING Single Phase REGULATION + 1% FEATURES V/F Adjustable Adjustable Voltage and Gain LED Indicators GENERATOR FEATURES O Revolving field heavy duty generator O Directly connected to the engine O Operating temperature rise 120 °C above a 40 °C ambient O Insulation is Class H rated at 150 °C rise O All models are fully prototyped tested CONTROL PANEL FEATURES O SEVEN LED INDICATOR LIGHTS 0 ADDITIONAL FUNCTIONS • System ready • Utility sensing • Low fuel pressure • Delay on utility failure for engine start • Low battery • Engine warm -up before transfer • Low oil pressure • Delay to retransfer to utility • High coolant temp/low coolant temp • Engine cooidown timer • Overspeed • Exerciser not set • Overcrank Ca INTERNAL FUNCTIONS: • 3 position switch (auto, off and manual) • 2 wire start for any transfer switch • Communicates with the Generac RTS transfer switch • Built -in 7 day exerciser • Selectable engine speed at exercise • Govemor controller is built into the master control board • Temperature range -40 °C to 70 °C ENGINE SPECIFICATIONS MAKE Generac MODEL .. In line CYLINDERS 4 DISPLACEMENT 2.5 Liter BORE 3.78 STROKE 3.40 COMPRESSION RATIO 9.4:1 INTAKE AIR SYSTEM Naturally Aspirated VALVE SEATS Replaceable LIFTER TYPE Solid O.H.C. GOVERNOR SPECIFICATIONS TYPE Electronic FREQUENCY REGULATION Isochronous STEADY STATE REGULATION ± 0.25 ADJUSTMENTS Speed Yes Droop Yes ENGINE LUBRICATION SYSTEM OIL PUMP Gear OIL FILTER •, • •;ullrow spin-ervaarlridlle CRANKCASE CAPACITY • • • •*Quarts • • • •••• • .• • •••• • •••• • • • €lased teliniriven ENGINE COOLING SYS'IBIYI TYPE WATER PUMP FAN SPEED FAN DIAME I ER FAN MODE •••• • • •••'• •••••• • •••••• FUEL SYSTEM •• • • •••••• • • • • • • • • • • • • 2090 • • tt3ind�tes • • 'Pt sher •••• • • •••• FUEL TYPE Natural gas, propane vapor CARBURETOR Down Draft SECONDARY FUEL REGULATOR Standard FUEL SHUT OFF SOLENOID .. Standard OPERATING FUEL PRESSURE 5' -14" H2O ELECTRICAL SYSTEM BATTERY CHARGE ALTERNATOR 12V 30 Amp STATIC BATTERY CHARGER 2 Amp RECOMMENDED BAI 1 ERY Group 26, 525CCA SYSTEM VOLTAGE 12 Volts Rating definitions - Standby: Applicable for supplying emergency power for the duration of the utility power outage. No overload capability Is available for this rating. (All ratings In accordance with 855514, IS03046 and DIN6271). (All ratings in accordance with BS5514, 1S03046, 1S08528 and D1N6271). • •• • 1`•♦ • • • • • • • • • • • • • • 0T025 GENERAC® POWER SYSTEMS, INC. PERATING DATA RATING: All three phases units are rated at 0.8 power factor. All single phase units are rated at 1.0 power factor. STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO - 3046 -1. Design and specifications are subject to change without notice. KW rating is based on LPG Fuel and may derate with natural gas. QT025 KW RATING 25 ENGINE SIZE 2.5 Liter 4-cyl inline GENERATOR OUTPUT VOLTAGE/KW - 60Hz KW AMP CB Size 120/240V, 1- phase, 1.0 pf 25 104 125 120 /208V, 3- phase, 0.8 pf 25 85 100 GENERATOR LOCKED ROTOR KVA AVAILABLE @ VOLTAGE DIP OF 35% Single phase or 208 3 -phase 40 480V 3 -phase 50 ENGINE FUEL CONSUMPTION (Natural Gas) (Propane) Natural Gas Propane (ft3 /hr.) (gal /hr.) cu ft/hr Exercise cycle 60 0.65 24 25% of rated load 140 1.53 56 50% of rated load 220 2.40 87 75% of rated load 300 3.27 119 100% of rated load 380 4.15 151 ENGINE COOLING Air flow (inlet air including alternator and combustion air) fr /min. 1,438 System coolant capacity US gal. 3.0 Heat rejection to coolant BTU /hr. 95,000 Max. operating air temp. on radiator °C ( °F) 60 (150) Max. ambient temperature °C ( °F) 50 (140) COMBUSTION:AIR- EQUIREMENTS .16115dVa,t rated power t0 Hz cfm 75 -W • • SOUND EMISS1(MS1IA DBA Eoising at T4fTrytrs 58 11-014load at 7 WM • 69 EIYA J 'r • • Exhaust flow at toted Gutput 60 Hz cfm 227 gxhaust temp.•attntfFier outlet °F • • • •• 1,000 •••• • ENQINg PARAPJT fERi R §tlsynchronous RPM 60 Hz 1800 HP at rated KW 60 Hz 40 POWER ADJUSTMENT FOR AMBIENT•CONDITIONS Temperature Deration 3% for every 10 °C above - °C 25 1.65% for every 10 °F above - °F 77 Altitude Deration , 1% for every 100 m above - m 183 3% for every 1000 ft. above - ft. 600 RATING: All three phases units are rated at 0.8 power factor. All single phase units are rated at 1.0 power factor. STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO - 3046 -1. Design and specifications are subject to change without notice. KW rating is based on LPG Fuel and may derate with natural gas. INTERCONNECTIONS 0T025 Ground Level Concrete Slab C1 Enclosure 20-25 KW QT e 0000000 R100 CONTROL. PANEL GENERATOR CONNECTION BOX INSTALLATION LAYOUT Transfer Switch To Generator Control Panel CIRCUIT BREAKER SIZE KW VOLTS / AMPS LUG SIZE 20 240 1 0 90 #6 to 1/0 20 208 3 0 80 #6 to 1/0 EXHAUST MUFFLERS ENCLOSED WITHIN 71 37 ®. 0 •0 FUEL LINE CONNECTION 3/4° NPT FEMALE COUPLING LEFT SIDE VIEW VISE ACTION LATCH, ONE PER DOOR, ONE UFT -OFF DOOR PER SIDE OF GENERATOR Ref Dwg OF7555 35.7 Concrete Slab •• • • • • • • • • • •• •. •• •• •• • • ••• •. • • •••• • • + • • •••• • • • ••.• • ■ • • • • •••. • • • • • • • • •••• •••• • • •••.•Z/ • • • •• • • 4 • • • •• •.•• :0t 1 •• • •• REAR VIEW GENERAC® POWER SYSTEMS, INC. • P.O. BOX 8 • WAUKESHA, WI 531B7 262/544 -481 1 • FAX 262/544 -4851 Bulletin 0171410SBY / Printed in USA 03.05, Rev: 38 :Of . © 2005 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. • • • ILLMAN ENGINEERING, INC. Main Office - 2303 W. McNab Road #15 - Pompano Beach, Florida 33069 954-975 -9008 Fax 954975- 9011 E -Mail - contact us by Name@ hillmanenaineerina.com State of Florida Board of Professional Engineers Certificate of Authorization # 8785 ON CONSULTANT, CLUES, INUIENEERIM s sa a sxcs:, ACCIDENT RECONSTRUCTION, INSPECTIONS, SITS s sUXLaaho DEEIaBS FRCC PRODUCTS - FEATHERLITE GENERATOR PADS Engineering Calculations for Wind Loads 1010 Seminole Drive - Suite # 410 - Fort Lauderdale, FL 33304 - (954) 2945957 TYPE OF PRECAST PAD HERCULETE LIGHTWEIGHT CONCRETE or FIBERLITE LIGHTWEIGHT CONCRETE SHOP MOUNTED PADS All anchors must be set 4" MINIMUM from the edge of the pad All Anchors to be 3/8" Diameter Galvanized Grade 2 bolts with Galvanized Heavy Fender Washers on the Bottom of the pad WIND LOAD psf LESS THAN 15' HEIGHT CATOGORY II, EXPOSURE C, 143mph uplift = -29.12 psf wall = 29.12 psf ISSUED OCTOBER 20, 2006 FIELD MOUNTED PADS See attached mounting details with hardware supplied as part of pad manufacture. Testing with TRU -FAST PT -2000 pull tester yielded a minimum of 1,000 Ibs. of usable resistance per bolt allowable @ 4" cc clearance to pad edge with no defects to pads @ 1,000 Ibs of pull. These anchor Locations must be factory predrilled to assure minimum clearance. MINUTE MAN ANCHORS Galvanized Auger Anchor Model # MMA2 5/8" x 48" rod with single 6" disc Working Load = 3150 Ibs & Ultimate Load = 47251bs as published in "Mobile/Manufactured Homes Approved Product List For Installation" By the Department of Highway Safety and Motor Vehicles FIBERLITE PAD CONFIGURATIONS & WEIGHTS FRCC GEN 1 FRCC GEN 2 FRCC GEN 3 FRCC GEN 4 FRCC GEN 5 •• . WIND LOAD • EPLtI1tWA B • 36"x48"x4" 48"x64 "x6" 48"x84 "x6" 106"x48"x6" 128"x48"x6" = 200 LBS WEIGHT = 538 LISS WEIGHT = 700 LBS WEIGHT = 833 LBS WEIGHT = 1061 LBS WEIGHT CALCQLATI4N9 ASTER UH�DiNV CODE 1004 & ASCE 7-02 •. • • • • •• FORMULA(S) TO CHECK STABILITY: Dr >U Where, DEADLOAD: DT = GEN. WEIGHT + PAD WEIGHT + AUGER ANCHOR WORKING LOAD UPLIFT: U = -29.12 x GEN. TOP AREA OVERTURNNING: M o = 29.12 (Generator Wall Area) x 1 (Generator Height + Pad Height) + 29.12 pet (Top Area) x 1 (Pad Width) Ma =0.6xDT x1/2 (Pad Width) F.S.= Me /Mo • CHOR •••.- .• •• ••.FEN2 "" N/A ••.. '•••13EN2 •...••NIA ••.••• •••• N/A •••••• • • G1N 3 • •• NIA ••• "• •••GEN2 •:••N/A • .••� •:•G13•2 •••••N /A • •••• DEL # 4389 4456 4390 5012 5240 5241 H 11 L If w it WEIGHT bs TOP A WALL WALL s f. Al s.£ A2 s.f. DT bs U i MO 1 MO 2 MR 1 MR 2 FS1 FS2 8.00 4.75 9.50 990 233.0 863.6 637.8 1188.0 1584.0 1.38 2.48 8.00 4.75 9.50 1008 233.0 863.6 637.8 1209.6 1612.8 1.40 2.53 8.00 4.75 9.50 1025 233.0 863.6 637.8 1230.0 1640.0 1.42 2.57 15.00 5.83 14.00 1838 436.8 1451.1 1184.9 2205.6 2940.8 152 2.48 8.00 4.71 9.42 874 233.0 857.2 637.5 1048.8 1398.4 1.22 2.19 8.00 4.71 9.42 913 233.0 857.2 637.5 1095.6 1460.8 1.28 2.29 28.5 28.5 28.5 28 28.25 28.25 48 48 48 72 48 48 24 24 24 30 24 24 452 470 487 1300 336 375 1 These calculations are copyrighted & any reproduction is a violation of law. Violators will he prosecuted. PAD ANCHOR GEN 2 N/A GEN 2 N/A GEN 2 N/A GEN 3 MMA2 GEN 3 N/A GEN 3 MMA2 GEN 3 MMA2 GEN 3 N/A GEN 3 N/A GEN 3 MMA2 GEN 3 MMA2 GEN 3 MMA2 GEN 3 N/A GEN 3 MMA2 GEN 3 MMA2 GEN 3 MMA2 GEN 3 MMA2 GEN 3 MMA2 GEN 3 MMA2 GEN 3 MMA2 GEN 4 MMA2 GEN 4 MMA2 GEN 4 MMA2 GEN 4 MMA2 GEN 5 MMA2 GEN 5 MMA2 GEN 5 MMA2 GEN ,• MMA2 • GENE • ••.MMAA • •• • •••••• .••• • • ( *) • Steel Ep4lesuie • • • • : •(' ) = Aluminum Enclosult• • • • • • • • •• • • • • • •••••• • •••••• • •• • • • • • MODEL # 5242 5243 5244 5211 5213 5219 4992 5221 5220 5261 5262 5210 5212 5259 5260 5324 5325 5388 QT35 * QT45 * QT50 * QT55 * QT60 * QT70 * QT80 * QT80 ** QT100 * QT130 * QT150* • •••••• ••••• • • ••••• • • •••••• • • •••••• • • • 000000 • •••• • • •••• • • •• • • • •••• • • •••• Hr) 28.25 48 24 28.25 48 24 28.25 48 24 36 71 29.5 36 71 30 45.1 76.8 33.5 42.2 76 33.5 45.1 76.8 33.5 45.1 46.8 33.5 45 77 33.5 45 77 33.5 36 71 29.5 36 71 29.5 45 77 33.5 45.1 76.8 33.5 36 71 29.5 36 71 29.5 45.1 76.8 33.5 46 77 34 46 77 34 46 77 34 47.9 96.5 36.8 48 89 34 47 97 37 54.8 115.2 36.8 54.8 115.2 36.8 54.8 115.2 36.8 54.8 115.2 36.8 54.8 115.2 36.8 L( ") W( ") WEIGHT(Ibs) 426 445 445 701 970 1431 1400 1658 1314 1558 1441 776 1045 1331 1276 794 694 1255 1090 1100 1410 1973 1415 2430 2010 1836 2562 2730 2523 TOP A WALL WALL (s.f.) Al (s.f.) A2 (s.f.) DT (Ibs) 8.00 4.71 9.42 8.00 4.71 9.42 8.00 4.71 9.42 14.55 7.38 17.75 14.79 7.50 17.75 17.87 10.49 24.05 17.68 9.82 22.27 17.87 10.49 24.05 10.89 10.49 14.66 17.91 10.47 24.06 17.91 10.47 24.06 14.55 7.38 17.75 14.55 7.38 17.75 17.91 10.47 24.06 17.87 10.49 24.05 14.55 7.38 17.75 14.55 7.38 17.75 17.87 10.49 24.05 18.18 10.86 24.60 18.18 ,10.86 24.60 18.18 10.86 24.60 24.66 12.24 32.10 21.01 11.33 29.67 24.92 12.08 31.66 29.44 14.00 43.84 29.44 14.00 43.84 29.44 14.00 43.84 29.44 14.00 43.84 29.44 14.00 43.84 964 983 983 4551 1670 5281 5250 2358 2014 5408 5291 4626 1745 5181 5126 4644 4544 5105 4940 4950 5260 5956 5398 6413 6227 6053 6779 6947 6740 U (lbs) MO(1) MO(2) MR(1) MR(2) FS1 FS2 233.0 857.2 637.5 1156.8 1542.4 1.35 2.42 233.0 857.2 637.5 1179.6 1572.8 1.38 2.47 233.0 857.2 637.5 1179.6 1572.8 1.38 2.47 423.6 1751.6 1513.8 5461.2 9557.1 3.12 6.31 430.7 1766.0 1539.4 2004.0 3507.0 1.13 2.28 520.3 2531.9 1875.2 6337.2 11090.1 2.50 5.91 514.9 2332.3 1849.8 6300.0 11025.0 2.70 5.96 520.3 2531.9 1875.2 2829.6 4951.8 1.12 2.64 317.0 1542.9 1163.9 2416.8 4229.4 1.57 3.63 521.6 2532.3 1879.7 6489.6 11356.8 2.56 6.04 521.6 2532.3 1879.7 6349.2 11111.1 2.51 5.91 423.6 1751.6 1513.8 5551.2 9714.6 3.17 6.42 423.6 1751.6 1513.8 2094.0 3664.5 1.20 2.42 521.6 2532.3 1879.7 6217.2 10880.1 2.46 5.79 520.3 2531.9 1875.2 6151.2 10764.6 2.43 5.74 423.6 1751.6 1513.8 5572.8 9752.4 3.18 6.44 423.6 1751.6 1513.8 5452.8 9542.4 3.11 6.30 520.3 2531.9 1875.2 6126.0 10720.5 2.42 5.72 529.4 2610.8 1910.1 5928.0 10374.0 2.27 5.43 529.4 2610.8 1910.1 5940.0 10395.0 2.28 5.44 529.4 2610.8 1910.1 6312.0 11046.0 2.42 5.78 718.1 3535.5 3238.5 7147.2 15783.4 2.02 4.87 611.9 3167.6 2764.5 6477.6 14304.7 2.04 5.17 725.8 3487.5 3270.2 7695.6 16994.5 2.21 5.20 857.3 4948.7 4658.3 7472.4 19926.4 1.51 4.28 857.3 4948.7 4658.3 7263.6 19369.6 1.47 4.16 857.3 4948.7 4658.3 8134.8 21692.8 1.64 4.66 857.3 4948.7 4658.3 8336.4 22230.4 1.68 4.77 857.3 4948.7 4658.3 8088.0 21568.0 1.63 4.63 These calculations are copyrighted & any reproduction is a violation of law. Violators will be prosecuted. • Overturning using double 6" Pad Generators with Largest and Smallest Weight used for calculations. Calculations yield a factor of safty of 1.49 or greater and a double pad may be used for any of the the above generators. PAD I ANCHOR J MODEL # I H( ") I L( ") I W( ") I WEIGHT(!bs TOP A WALL WALL PAD 2 N/A 5240 28.25 ) I ( ) I Al (s.f.) I A2 (s.f.) I DT (lbs) U (lbs) I MO(1) I MO(2) MR 1 48 24 336 8.00 4.71 9.42 I ( ) I MR(2) I FS1 FS2 GEN 5 l 1412 285.8 1135.6 785.5 1694.4 2259.2 1.49 2.88 �T130 54.8 115.2 36.8 2873 29.44 14.00 8157 1051.6 6461.8 5724.5 9788.4 26102.4 1.51 4.56 x/3647 Henry C. H' r't Jr. P.B. # 25166 Revised 5/16/2007 (Must be e • ...1. to be Valid) Any Reproduction is a Violation of Law & Violators will be Prosecuted •• • • • • ••• • • • •• • • • • • • ..•• • • •••• • •••• • •••• ••• • • • •••• • • •. • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • •• • •••• • • • • •••• • • • • •••• 43.84 These calculations are copyrighted & any reproduction is a violation of law. Violators will he prosecuted. • FfRCC GENERATOR PAD *3 ISSUED OCTOE3ER 20, 200, OFR LATE QPAD & BOLT LAYOUT ecosts WP • r-®• O PAD & BOLT SECTION VIEW SCALE. Wr • r-ID• 111417011= 25c4 GALV • d • Nittel-VANIZEP LAG VIBRATION P 499 TO P� A — •UM =OWN TODC G5$4T6 ANCNON OCONNECTION DETAIL SCALE, Al • r-0. 32 48' PAD WNW PAD O PAD & BOLT SECTION VIEW scam W¢ • r-o' . 4 . A d 4 PAP A OCONNECTION DETAIL SCAM •• • r-0• REVISIONS BY 1 0 •• • • - i • . • • • • .. AQ ••• awl w w� -zo - im Lu O w00 ORAWN BENSON sHECKEn N• BE MAN DATE NOI -18-08 SCALE AS SHOWN 108 NO. 8881 —O8 SEW SPE A -1 SHEET 1 OF 3 X*, G Et4or- SKETCH OF \\A T' a Q „ Op BOUNDARY SURVEY Q� Qtr ->('� 4 f1� �11G1 1r ^ N O ikcoch FD. _i-- 75.Q0' I.P. (sE k.64 Ie 4.1Q41‘006 Or W ` y� x ��' IX j POLE 3' C.B.S. WALL & 3' C.L FENCE STEPS Y - €1, Riker 15 • • ••■ ••• • • • l••• • • • II••• • 11••• • r • .h.••• • • •••••• to • ...••• x x 3.70' CL • • • ••• • • • X x x • • • • • •••• • • • •••• • • • •••• • • •• • • • •••• • •••• • •••• 1 5' 0.11. I.P. Csi 10.11' 7n 45' 0' 0.07• • L.P. .3' SOUTH W.M. FD. SPPII X73 SET NT-E. 94t1--x STREET '819 ua I( &e .toted c-- 1©D.8 'in N 75' 7 75' � :. 8 / 9 10 . 11 . 75' 12 . in N 97.0' ,ei,� 13 75' 51 0 Lo N.E. 94th STREET A. R. TOUSSAINT & ASSOCIATES. INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 FB: 508 PG. 11 N DATE:NOV. 29, 2004 ORDER No. 13626 SCALE: 1" = 20' 75' 20 19 18 a to M 17 - of N 128.58' -► v 01 U: 128.58' 147.42' 14 LOCATION MAP SCALE: 1"= 100' LEGEND: A.C. = AIR COMMONER C.B.S. = CONCRETE EWOK STUCCO C.L = CHAIN UNK FENCE CONC EN� ROA C. = ENCACCHMENT FO = FOUND IP = IRON PIPE O.H. = OVER HANG OVHD = OVER HEAD ELECTRIC WIRES E = PROPERTY LINE RIs = REGISTERED LAND SURVEYOR WM = WATER METER 0 20 40 60 SCALE: 1 INCH = 20 FEET 80 LEGAL DESCRIPTION: LOT 8, OF "MIAMI SHORES BAY VIEW", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40.. • AT PAGE 16 OF THE PUBLIC RECORDS MIAMI -DADE • • COUNTY, FLORIDA. • • SURVEYOR'S CERTIFICATION: • • • • • WE HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CO : TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECMILY SURVEYED AND PLATTED UNDER OUR DIRECTION AND THA.I•i? IS. SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDAtRDS• FOR LAND SURVEYING ° IN THE STATE OF FLORIDA. L • CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, CHARiI • 472.07 FLORIDA STATUTES. •• • No. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF T1 E.' REGISTERED LAND SURVEYOR . SHOWN_- HEREON. A.R. TOUSSA T ASSOCIATES, INC. BY: ° PRES. ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA •i • • • • • ••• • ••• • •, •• • • • ••• • I • • • • • •.• 4 •4• • DATE NOVEMBER 29, 2004 SCALE: 1" -20' TITLE Mr. JOHN D SCHMIDT 11 1263 N.E. 94th STREET MIAMI SHORES, FL. 33138 DRAWING NUMBER I SHEET I DRAWN BY: 13626 1 OF 1 RS ••• JUN 0 4 2007 JILJ BY: kr"---- • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • op • • • •••• •••• • • • • • • • • • • •• • • • • • • • • • • ■■ • • , • •••• • PERMIT V307-114(p MIAMI SHORZS VELUGE APPROVED BY ZONING ZUCTURAL Ft ECTRICAL ri.UMBING Pf BLDG. SUBJECT TO COMPLI1r CE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •• • • •• • ••• • • • • • • ••••• • • • •••• • • • •• •• •• • • ••• •••• ••••• • •••• • •••• • •••• •• •• S. •• • • • • • • • •• • • • • • •••• •••• • • •••• • • •••••• • • •• • • • • • • •• 0