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DS-07-1453Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/12.12007 Inspector: Grande, Claudio Owner: BASS, SIDDHARTH AND KAREN Job Address: 1257 94 Street NE Project: Miami Shores Village, FL 33138- <NONE> Contractor: HOME OWNER Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Block: Phone Number (300)575 -4085 Parcel Number 1132050100060 Lot: Building Department Comments GENERATOR SLAB PRE CAST iq y,71, Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, December 10, 2007 Page 2 of 2 Miami Shores Village Building Department -S'e.„ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PI M 'lb _ PERMIT APPLICATION D c a vjMaster Permit No. 7 FBC 2004 J UL 1 2 zoo? Permit Type: Plumbing BY: Owner's Name (Fee Simple Titleholder) Z1ttf`4\y �l►.Ic�1 Be65 Owner's Address a 6 1 ti - `4 $ City it-At pt. 1 L° 3 State I _ Zip 3513, Phone# %3o c7jaG Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) ID 61 iQ ! q '-f 34- City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # l' . ?j''a(6. 010. ©a Is Building Historically Designated YES NO Contractor's Company Name kk GA3 Phone # q)9 Contractor's Address `j,U l� i; Q, R City VV Latot State , L Zip 3331g Qualifier Name BC-0-ft— Ql u to l i Phone # (p /. nj Certificate of Competency No. 3 c L /J6 /?3 3( State Certificate or Registration No. l'4 a y� E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6 OOO , cc) Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration) ^ew Describe Work: t15* iii- L [_ '' Ps .E X 15 r ((tG N>4 -r-ve &A-5 /1e-7--e. Cr A- Tb e Repair /Replace ❑ Demolition S T,� . D i3 f' ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****Fees******************************************** Submittal Fee $ Permit Fee $ /if . cc F $ .00 CO /CC Notary $ Training /Education Fee $ - CO Technology Fee $ 4 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ JUL Structural Review. $ Total Fee Now Due $ \ Ck \ -50 I 2 PAID See Reverse side @ j- i T yy 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 approv- , : a reinspection. fee will be charged. Signatur Seer Owne or Agent The foregoing instrument was acknowledged before me this day of �e ,20 Oil by 66 „e> who is personally known to me nr who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY PTIBLIC • STATE QF FLORIDA �1_' �4 , , . el , , son Sign: t 1y kms �It' ,�'!!* AM1 /4. +,t Print: I le 1c -r # ... ;nI 1 My Commission Expires: ‘L. (/ . r Signature��/`�I 14• Contractor The foregoing instrument was acknowledged before me this day of „LLfl , 20U0 by /"LlQ 6 i //l G? rd • who is persona wn to me or who has produced as identification and who did take an oath. NOTAI,�> STATE OF FLORIDA .." Melanie . tso! 4 : 44.1 , ,47.....A._ii Sig Print: .Om :F My Commission Expires: 1 / * / / * * * , * *** * * * * * * * * * * ** * ** *xx * ** : **** * * * *. * ** *** * * * * * * * ** * * *** ** APPLICATION APPROVED 13 (Revised 02/08/06) ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 01:1Z 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/12/2007 Inspector: Levrock, James Owner: BASS, SIDDHARTH AND KAREN Job Address: 1257 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL GAS PROS 44S3 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Block: Phone Number (300)575 -4085 Parcel Number 1132050100060 Lot: Phone: (954)964 -2937 Building Department Comments GAS FOR GENERATOR Passed omments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, September 11, 2007 Page 2 of 2 IVllami Shores Village o1 4(y Building Department ''uc, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Permit No. " 1 ___ IECUMEWM aster Permit No.11" 14' i3 JUL 1 2 2W0? Owner's Name (Fee Simple Titleholder)S 0:48 hair- -h %,m9 +1 BAs Owner's Address 1M f' 94-■ Cityhtcr.l aiNoces State YL Zip 3313 Phone # Tenant /Lessee Name Phone # E-MAIL: Job Address (where the work is being done) City Miami Shores Village 305 °g el5 a toll NIL 9141-‘ County Miami -Dade Zip FOLIO / PARCEL # % 1 PaDDO °Q1D • Q Is Building Historically Designated YES NO Contractor's Company Name1e(>t;l NMA 00 Contractor's Address 161 ,�jL 1 -r fl L7 City- -tr'_ OAAAe State L Qualifier Name v\€ ,(`l Kik State Certificate or Registration t.Q E -MAIL: 5'61'38 Phone # W1. I —) Architect/Engineer's Name (if applicable) Zip 3561L0 Phone # G j, 6 °1 e - i Certificate of Competency No. Value of Work For this Permit $ �� t WCD-Oo Phone # Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration 7.4 New ❑ Repair /Replace I=1 Demolition Describe Work:Inurpt ., KG6 r er r (�� A:o Arlo A-T3 (I) TO Amp oub pc (cam ;?c)c.t� ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CD 73, 4,0 4'C O Notary $ Training /Education Fee $ Scanning $ b .C10 Radon $ DPBR $ Bond $ Code Enforcement $ * * * * * * *** CCF $ I2." co /cc Technology Fee $ 11 -33 Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ . �`� See Reverse side -+ Cafi 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. l 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. 1 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 a a reinspection fee will be charged. SignaturX S► Owner r Agent The foregoing instrument was acknowledged before me this aZ day of 20 (n, by A6 Signature Contr The foregoing ill rument was acknowledged before me this' .S day of J�j�e �'�� , 20Q, by tr--4e.f1 r1/41 r p who personally known o me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign. Print: V\(°, OTARY PUBLIC - STA " OF FLORIDA r. '!i '7?!.1 ''•.,...o`� My Commissidt►rilt'? duJ,:,,� My Commission Expires: 0- /1 • > tis kacoY* et*eYsk**** davY. Y*u *r: ieu o@ oY*****4w'-****. 1r* S.. Y*neeYaY ****** ******xxuu4c** * ** r****** **aeotoY****xaBde** **4:******** **** **** as identification and who did take an oath. NOTARY PUBL............ LIC-STATEOFFLORIDA Melanie Watson l : c Commission #DD639063 Sign Q Naggi .,•�`' 1 2011 Print: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/1;2007 Inspector: Devaney, Michael Owner: BASS, SIDDHARTH AND KAREN Job Address: 1257 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HENRY & CO Block: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Generator Phone Number (300)575 -4085 Parcel Number 1132050100060 Lot: Phone: (954)527 -1597 Building Department Comments Monday, December 10, 2007 Page 1 of 2 ®EC 12/111 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 55335. BARIED ELECTRIC LINE TAPE 5" BELOW FINISHED CALLED IN W.W TO FP &L 08/17/07 CC 0111" /� #0 PUT DANGER GRADE. Orc"-- a y Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, December 10, 2007 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 MOMMEE BUILDING PERMIT APPLICATION JUL 1 2001 Master Permit No. FBC 2004 13y: _me 4 emeom_. trF Permit No. � 1453 Inn Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 5i60-)04-4.4, # Owner's Address /" � G ��°4. -K City kA 1t State 1r Tenant/Lessee Name Zip SP31 Phone # Job Address (where the work is being done City Miami Shores Village FOLIO / PARCEL # 5 ° 1 Is Building Historically Designated YES Contractor's Company Name Contractor's Address City State Qualifier Name State Certif6cate_or Registration No. (A-44 34- County Miami -Dade NO Zip 5138 Phone # Architect/Engineer's Name (if applicable) Zip Phone # Certificate of lo. i ,etencyNo. Phone # Value of Work For this Permit $ (QDO . C)0 Type of Work: ❑Addition ❑Alteration Describe Work: • .1# Square / Linear Footage Of Work: aQ ew ❑ Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ I OD Permit Fee $ Training/Education Fee $ Radon $ CCF $ ;O CO /CC 20 Technology Fee $ 1-. 50 Bond $ Code Enforcement $ DPBR $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 1 See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortga I,. '8 Addi 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 • nd a reinspection fee will be charged Signatur er or Agent The foregoing instrument was acknowledged before me this day of (^l , 20(n, by 65 L 5 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: 0- I k * * * * *, ***, * * *,* ** * *** * * * ** * *,* * * * **** NOTARY PUBLIC • STATE OF FLORIDA ��.,Melanie Watson "Co ,3 son #DD639063 o��, . �• .!� • B. 11, 2011 {IJ l .. r7 4A '.i. dam G_CO„ INC. APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * ** Contractor The foregoing instrument was acknowledged before me thi.J day of 3,1m 42 , 2009 by who is personally known to me or who has pr as identification and who did take an oath. NOTARY PNErHC - STATE OF FLORIDA "�... Melani Watson a�ommi , inn a .. �i► / /;d�,1i►s�t'_;»., .E .ad r/ O ./ Sign. n 7 . / ' Print: Het 1 ,/1 e., c My Commission Expires: 09 '1/ ° l / ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning IFECMEWM1 JUL 12 NM BY: AFFIDAVIT STATE OF FLORIDA COUNTY OF DADE The undersigned Affiant, 9)1, hcar+h &-riS , does here by attest that the attached survey, performed by 371..i 1 l PL 4 performed on S - ° OO , 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 Affiard further understands that the existence of any such structures may effect final inspections as applicable to this or other permits. Further, Affiant sayeth naught. ((A_ Pais ereirnefr- - W TtmeS5 55 P3PC-6 1'1 b 9/0;6407 Wittiest) (sign print) i-A-10, 0 Ariplar i 1 1-- --- , - - — Proper-VI OLoTer- SWORN TO ANDfiUBSCRIBED before me this r7 day of personally known to me, Affiant is produced as identification. "MI 600 OICCINOti DIDIVILV muu. again tiOZ `II 11a4 :sarldr4 E906£9CICI# 110Isslultuo0 F nosTetA oluertow Vant013 IO SLVIS 3110d Aa'v1,01i \._47arya,07),,Le',0 3 bass @ bassnoJ. con JUL 4 2 Mil VILLAGE OF MIAMI SHORES Id°1n' OWNER BUILDER DTSOLOSTJRE STATEMEN ` FAME: [D`D ■ '� �' ;off tAh DATE: '6) ADDRESS: D6.hereby petition the Village of Miami Shores to.act as my owii aontradtor 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:th t I as the owner must appear in person to corriplete 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•farily 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 ndt 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 npt licensed must work underyour supervision and must be en;rployed by you which means that you trust deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, 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 an owner - builder I must abide by all zoning ordinances and building regulations in effect at.the time of permit application Initial Sg 3.:T 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 Sg 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. Iffor. any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed companyor person. Initial( 7. • I:understarid that if any person gets injured. on my construction project —they are entitled to workmen's compensation. And if they do not posses a workriien's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial ,j 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. Was acknowledged before me this ®� I 411 By ,61Jalt, 1'111 Produced there License or Initial U (3 day of (,{►'ti`s' ,20 0 r who was personally known to me or who has as identification. 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 Folio Number:1132050100060 Owner's Name: SIDDHARTH AND KAREN BASS Job Address: 1257 94 Street NE Miami Shores Village, FL 33138- Owner's Phone: (300)575 -4085 Total Square Feet: Total Job Valuation: $ 600.00 0 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/16/2007 : 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. t \' '&Q05 °Qi(,C c 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. 111111111111111111111111111111111111111111111 CIFN 2007R06887811 OR Pk 25771 Ps 2028 °► (1ps) RECORDED 07/12/2007 09:04:02 HARVEY RUVIN► CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE magmgvuErd BY:.!�f�!�. 1. Legal description of property and street/address: 1 DV-7 kI E ciq Lgirre er "I 10 4611 1001. 01 • (VI VI ,Qt -,A3 2. Description of improvement: lif\t5 lP ?I r- 3. Owner(s) name and address: 1, r-4A \ & t o Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: tA8f1{'Li N-KGI Q mod 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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, 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 ro fed) Agri S nature of C i t ,�`(t� � _ Print Owner's Name NC.I $$ 6\c \ Sworn to and subscribed before me this day of NTC.,C €. , 20 NOTA Y t7BLIC -ST Notary Public •` .•Q..S 4 . �° (tie ar>i• ; 'w4. w4OP. Print Notary's Name *+%JAI' •ia Sion ; isi z 'Mika My commission expires 123.01 -52 PAGE 4 12/05 a, 1;U_� ' ^7, c' PION DING CO., , vC . � U. Prepared by firLoJalie /) Address: % g ©' d 4G% �,e;�azwn fZ 50/5/ STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true ccopy of the rigin:l tiled in this office on l day of Jk ,AC20 ()' .NITNESS my ha and Official Seal. 1A LERK, of Circuit and County Courts D.C. ( CUSTOMER ) SIDDKARTH BASS 1257 N E 94 ST MIAMI SHORES FL (CONTRACTOR) HENRY AND CO. 757SE17ST #176 FT LAUDERDALE FL 33316 964 6271697 r • HES'+1R3 4c ' RP • • • • • • • • • ••• • • • • •••• • • • • • • • • .• • •• •• • • • • • • • •• • • • • ...• • • •••• • • • •• • • • • • • ••• • •• • • • • •••• • • • •••• KW QT GENERATOR 120/240 V 1 PH 175 MCB FUEL N 0 DBA 63 2" R NEW 200 AMP SUB PANEL 8/16 FEED THROUGH —"LUGS WATER PIPE #4 2" PVC (2) 210(1)110 #6BOND eaa El 1" PVC (2)04 (1)#8N 08 BOND 11 NEW 70 AMP SUB PANEL FOR POOL 8/16 EXISTING INTERIOR SUB PANEL 2611 AMP NOTES NOT TO SCALE ALL CONDUCTOR CONNECTED TO 2811 AMP LOADS ARE 210 COPPER NEUTRAL 110 COPPER IN 2' PVC ALL CONDUCTOR ARE liffelfTWATI COPPER ALL TRANSFRE SWITCH ARE RATER FOR TINE CONNECTED LOAD ATS M Ili. LISTED FOR AUTOMATIC GENERATOR IS NOT A SEPARATELY DERIVED SYSTEM ARTICLE 250.28 (D) FPN NO 1 GROUND ROD NOT PERMANENT SIGN SHALL BE PLACED AT THE SERVICE ENTRANCE 102.8 ALL EQUIPMENT 1 PANELS / BOXS ETC/ NBA 3 R ALL EQUIPMENT IS lit LISTED AND APPROVED ELECTRIC LOAD CALCULATIONS SIDDHARTH BASS 1257 N E 94 ST MIAMI SHORES FL EXISTING RESIDENCE 2224 KITCHEN TWO SMALL APPLIANCES CIRCUITS REFRIGERATOR RANGE LAUNDRY ROOM CIRCUIT CLOTHES DRYER WATER HEATER POOL 1.5/2.5/3 HP PUMPS • POOL'LUGHT;S,••, :....MISC::::• : • .• • • .• •. • •. • •. • • • • • '.. 4IRS,T,I9,OOQ'W,© 100% :••••BEMAINER giCO% • • ••• • •. • .••• • • • • AIR COIt1DITONING OMIT HEAT 10KWX65 %= S. F X 3 WATTS 6672 WATTS 3000 WATTS 1000 WATTS 8000 WATTS 1500 WATTS 5000 WATTS 4500 WATTS 10560 WATTS 600 TOTAL WATTS: 40832 TOTAL WATTS: 28833 WATTS / 240V = 120 AMPS 10000 WATTS 12,332 WATTS 22,332 WATTS 6,500 WATTS 28,833 WATTS Siirs 5 2",5 (D e -'G 6 ALL GAS PRO'S 954 - 964 -2937 1(77_,.1 7 Ai c( S Tt r fli4n1 ( VIP/2c 5, / L 33/3 Y /0a . �+� �r �w • •••• :1•"::' • ••.• a , •• • •• �� 30•/ •:p (yc...tD D5" .ems -t-c." • _g T 5/ =�4.•7 it Li/L. �4.4£ro •- sa 1 m e T o • 0 p/eC Si 2' -'t. F�oM Ftoeu on :/ rev &4-5 coo ,a004/ c70 rr-1 TAK3LE' 1{042.j (.010 • • L d ti-D ® 5 r-AA 6 v 4 5eaC- 24-764 S7& G F /—/ TOT, -2. 1-0A ,) 6-66 C F/-1 Ldp /u,) e Ai p3 cGl"cj 1.x-3 3325 GRIFFIN ROAD #126 FT. LAUDERDALE, FLORIDA 33312 FAX 954- 983 -7016 • • • •• •• • • • • • • • • • •• • • • • • •• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • Q T035:°: ' • "LPgUidCobled Gas Engine Generator Sets Standby Power Rating 35 kW 60 Hz • •• • • • •• • • • ••• •• • • • •• •• • ••••••• • STANDARD EQUIPMENT GENERAC 2.4L ENGINE Naturally Aspirated Gaseous Fueled • All input connections in one single area • High coolant temperature shutdown • Low oil pressure shutdown • Low coolant level automatic shutdown • Overspeed automatic shutdown • Crank timer • Exercise timer • Oil drain extension • Cool flow radiator • Closed coolant recovery system • UV /Ozone resistant hoses FEATURES • Watertight state of the art electrical connectors • Mainline circuit breaker • Radiator drain extension • Battery charge alternator • 2 Amp static battery charger • Battery cables • Battery rack • Fan and belt guards • lsochronous governor • Flex fuel line • Innovative 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 altemator • 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 • • • • • • • •• • • • • • • ▪ . •0S • • • • ••• & ENGINEERING • DATA • • • • •• • • GENERATOR SPECIFICS kFIQNS •:. ::•EfiGifiE SPECIFICATIONS 1"1 QT035 TYPE ROTOR INSULATION STATOR INSULATION TOTAL HARMONIC DISTORTION TELEPHONE INTERFERENCE FACTOR (TIF) ALTERNATOR OUTPUT LEADS 3 PHASE BEARINGS Sealed Ball COUPLING Flexible Disc LOAD CAPACITY (STANDBY RATING) 35 kW EXCITATION SYSTEM Direct • Synchronous MAKE ..•.... •....•.. slam H • • 1NODtL f • • Generac w w.•.•..0Ias3H • • • • • Hine 4 • • • • • • • ; • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • ••••• • • • • • ••• • • • • ••• QT035 OPERATII • • ••• GENERAC® POWER SYSTEMS, INC. • • • • • • • • • • • • • • • ••• ••• • • QT035 KW RATING 35 •• • • • •• ••. . ENGINE SIZE • • : •: • : • : • 40- Al : : ►- : • • • • 2.4 Liter • • • GENERATOR OUTPUT VOLTAGE/KW - 6eHz • • • • • •' • •• KW AMP CB Size 120/240V, 1- phase, 1.0 pf 35 146 175 120 /208V, 3- phase, 0.8 pf 35 121 150 277 /480V, 3- phase, 0.8 pf 35 53 60 GENERATOR LOCKED ROTOR KVA AVAILABLE VOLTAGE DIP OF 35% Single phase or 208 3 -phase 69 480V 3 -phase 76 ENGINE FUEL CONSUMPTION (Natural Gas) (Propane) Natural Gas Propane (ft3/hr.) (gal/hr.) cu ft/hr Exercise cycle 87 95 34.5 25% of rated load 150 1.64 59.6 50% of rated load 291 3.18 115.7 75% of rated load 405 4.42 160.8 100% of rated load 560 6.11 222.3 ENGINE COOLING Air flow (inlet air including alternator and combustion air) ft3 /min. 2,460 System coolant capacity US gal. 2.5 Heat rejection to coolant BTU/hr. 134,000 Max. operating air temp. on radiator °C ( °F) 60 (150) Max. ambient temperature °C ( °F) 50 (140) COMBUSTION AIR REQUIREMENTS Flow at rated power 60 Hz cfm 129 SOUND EMISSIONS IN DBA Exercising at 7 meters 61 Normal operation at 7 meters 73 EXHAUST Exhaust flow at rated output 60 Hz cfm 360 Exhaust temp. at muffler outlet °F 1050 ENGINE PARAMETERS Rated synchronous RPM 60 Hz 3600 HP at rated KW 60 Hz 74.7 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration 3% for every 10 °C above - °C 40 1.65% for every 10 °F above - °F 104 Altitude Deration 1% for every 100 m above - m 915 3% for every 1000 ft. above - ft. 3000 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:::.::•••: . • ••• • • • ••• ILLMAS JNNEERING, INC. Main Office - 2303 W. McNab Road #15 - Pompano Beach, Florida 33069 954 - 975 -9008 Fa .95$ 575 -901,l E- Vail - contact as by Name @hillmanengineerina.com State of Florida po1Ird.df P.ro'I'lssian41 Tn' ieera Certificate of Authorization # 8785 comsWRucTXON coxsuuriu r, cX. .BN.mE Rxto s rcausetaxcs, JIVItlat RECONSTRUCTION, nisracZXOHs, arra & BIIx7DAQ6 DESIGNS FRCC PRODUCTS - FEATHERLIKE +GENEWA OR PADS- Engineering Calculations for Wind Loads 1010 Seminole Drive - Suite # 410 - Fort Lauderdale, FL 33304 - (954) 294 -5957 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 toad 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 lbs 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 = 4725 lbs 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 36"x48"x4" 48"x64 "x6" 48"x84 "x6" 106"x48"x6" 128" x 48" x 6" = 200 LBS WEIGHT = 538 LBS WEIGHT = 700 LBS WEIGHT = 833 LBS WEIGHT = 1067 LBS WEIGHT WIND LOAD CALCULATIONS AS PER FLORIDA BUILDING CODE 2004 & ASCE 7 -02 • 4OYRMULA(S) TO CHECK STABILITY: DT >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'h (Generator Height + Pad Height) + 29.12 psf (Top Area) x'h (Pad Width) MR = 0.6xDT x'h(Pad Width) F.S.= MR /Mo GEN 2 GEN 2 GEN 2 GEN 3 GEN 2 GEN 2 N/A N/A N/A N/A N/A N/A 4389 4456 4390 5012 5240 5241 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 8.00 8.00 8.00 15.00 8.00 8.00 4.75 4.75 4.75 5.83 4.71 4.71 9.50 9.50 9.50 14.00 9.42 9.42 990 1008 1025 1838 874 913 233.0 233.0 233.0 436.8 233.0 233.0 863.6 863.6 863.6 1451.1 857.2 857.2 1 These calculations are copyrighted & any reproduction is a violation of law. Violators will he prosecuted. 637.8 637.8 637.8 1184.9 637.5 637.5 1188.0 1209.6 1230.0 2205.6 1048.8 1095.6 1584.0 1612.8 1640.0 2940.8 1398.4 1460.8 1.38 1.40 1.42 1.52 1.22 1.28 2.48 2.53 2.57 2.48 2.19 2.29 TOP A WALL l WALL PAD ANCHOR MODEL # H( ") L( ") W( ") WEIGHT(Ibs) (s.f.) Al s.f.) A2 (s.f.) DT (lbs) U (Ibs) MO(1) MO(2) MR(1) MR(2) FS1 FS2 GEN 2 GEN 2 GEN 2 GEN 3 GEN 2 GEN 2 N/A N/A N/A N/A N/A N/A 4389 4456 4390 5012 5240 5241 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 8.00 8.00 8.00 15.00 8.00 8.00 4.75 4.75 4.75 5.83 4.71 4.71 9.50 9.50 9.50 14.00 9.42 9.42 990 1008 1025 1838 874 913 233.0 233.0 233.0 436.8 233.0 233.0 863.6 863.6 863.6 1451.1 857.2 857.2 1 These calculations are copyrighted & any reproduction is a violation of law. Violators will he prosecuted. 637.8 637.8 637.8 1184.9 637.5 637.5 1188.0 1209.6 1230.0 2205.6 1048.8 1095.6 1584.0 1612.8 1640.0 2940.8 1398.4 1460.8 1.38 1.40 1.42 1.52 1.22 1.28 2.48 2.53 2.57 2.48 2.19 2.29 "' TOP A WALL WALL DT •• •• • • • •• •• • PAD ANCHOR MODEL # H(':) ' : L(e) : • Wf ")' : Wt+ IGHT(Ibs) (s.f.) Al (s.f.) A2 (s.f.) (Ibs) U (lbs) MO(1) MO(2) MR(1) MR(2) FS1 FS2 GEN 2 N/A 5242 28.5 : • .48 ' • • 24 • ••• 426 8.00 4.71 9.42 964 233.0 857.2 637.5 1156.8 1542.4 1.35 2.42 GEN 2 N/A 5243 28.25 48 24 445 8.00 4.71 9.42 983 233.0 857.2 637.5 1179.6 1572.8 1.38 2.47 GEN 2 N/A 5244 24.25... 48. • 24 • • • • 445 8.00 4.71 9.42 983 233.0 857.2 637.5 1179.6 1572.8 1.38 2.47 • GEN 3 MMA2 5211 : 16.. • • ill' • •29.5 ; ; • • 701 14.55 7.38 17.75 4551 423.6 1751.6 1513.8 5461.2 9557.1 3.12 6.31 GEN 3 N/A 5213 •„56: 7.1:. ; ..30 ' •' 970 14.79 7.50 17.75 1670 430.7 1766.0 1539.4 2004.0 3507.0 1.13 2.28 GEN 3 MMA2 5219 45.1 76.8 33.5 1431 17.87 10.49 24.05 5281 520.3 2531.9 1875.2 6337.2 11090.1 2.50 5.91 GEN 3 MMA2 4992 42.2 • • 76, • •33.,� • • • • • • 1400 17.68 9.82 22.27 5250 514.9 23323 1849.8 6300.0 11025.0 2.70 5.96 GEN 3 N/A 5221 45!1 ;.7633 ; : 33.3. '. 1658 17.87 10.49 24.05 2358 520.3 2531.9 1875.2 2829.6 4951.8 1.12 2.64 • GEN 3 N/A 5220 45.1 :: 36;$ : :'33.3 • 1314 10.89 10.49 14.66 2014 317.0 1542.9 1163.9 2416.8 4229.4 1.57 3.63 • GEN 3 MMA2 5261 77 • 335 • • • 1558 17.91 10.47 24.06 5408 521.6 25323 1879.7 6489.6 11356.8 2.56 6.04 GEN 3 MMA2 5262 45 77 33.5 1441 17.91 10.47 24.06 5291 521.6 2532.3 1879.7 6349.2 11111.1 2.51 5.91 GEN 3 MMA2 5210 36 71 29.5 776 14.55 7.38 17.75 4626 423.6 1751.6 1513.8 5551.2 9714.6 3.17 6.42 GEN 3 N/A 5212 36 71 29.5 1045 14.55 7.38 17.75 1745 423.6 1751.6 1513.8 2094.0 3664.5 1.20 2.42 GEN 3 MMA2 5259 45 77 33.5 1331 17.91 10.47 24.06 5181 521.6 2532.3 1879.7 6217.2 10880.1 2.46 5.79 GEN 3 MMA2 5260 45.1 76.8 33.5 1276 17.87 10.49 24.05 5126 520.3 2531.9 1875.2 6151.2 10764.6 2.43 5.74 GEN 3 MMA2 5324 36 71 29.5 794 14.55 7.38 17.75 4644 423.6 1751.6 1513.8 5572.8 9752.4 3.18 6.44 GEN 3 MMA2 5325 36 71 29.5 694 14.55 7.38 17.75 4544 423.6 1751.6 1513.8 5452.8 9542.4 3.11 6.30 GEN 3 MMA2 5388 45.1 76.8 33.5 1255 17.87 10.49 24.05 5105 520.3 2531.9 1875.2 6126.0 10720.5 2.42 5.72 GEN 3 N/A 5399 ** 33.5 62.2 29 845 12.53 6.75 14.47 1545 364.8 1423.0 1303.6 1854.0 3244.5 1.30 2.49 GEN 3 N/A QT18 ** 33.5 62.2 29 845 12.53 6.75 14.47 1545 364.8 1423.0 1303.6 1854.0 3244.5 1.30 2.49 GEN 3 MMA2 QT35 * 46 77 34 1090 18.18 10.86 24.60 4940 529.4 2610.8 1910.1 5928.0 10374.0 2.27 5.43 GEN 3 MMA2 QT45 * 46 77 34 1100 18.18 10.86 24.60 4950 529.4 2610.8 1910.1 5940.0 10395.0 2.28 5.44 GEN 4 MMA2 QT50 * 46 77 34 1410 18.18 10.86 24.60 5260 529.4 2610.8 1910.1 6312.0 11046.0 2.42 5.78 GEN 4 MMA2 QT55 * 47.9 96.5 36.8 1973 24.66 12.24 32.10 5956 718.1 3535.5 3238.5 7147.2 15783.4 2.02 4.87 GEN 4 MMA2 QT60 * 48 89 34 1415 21.01 11.33 29.67 5398 611.9 3167.6 2764.5 6477.6 14304.7 2.04 5.17 GEN 4 MMA2 QT70 * 47 97 37 2430 24.92 12.08 31.66 6413 725.8 3487.5 3270.2 7695.6 16994.5 2.21 5.20 GEN 5 MMA2 QT80 * 54.8 115.2 36.8 2010 29.44 14.00 43.84 6227 857.3 4948.7 4658.3 7472.4 19926.4 1.51 4.28 GEN 5 MMA2 QT80 ** 54.8 115.2 36.8 1836 29.44 14.00 43.84 6053 857.3 4948.7 4658.3 7263.6 19369.6 1.47 4.16 GEN 5 MMA2 QT100 * 54.8 115.2 36.8 2562 29.44 14.00 43.84 6779 857.3 4948.7 4658.3 8134.8 21692.8 1.64 4.66 GEN 5 MMA2 QT 130 * 54.8 115.2 36.8 2730 29.44 14.00 43.84 6947 857.3 4948.7 4658.3 8336.4 22230.4 1.68 4.77 GEN 5 MMA2 QT150 * 54.8 115.2 36.8 2523 29.44 14.00 43.84 6740 857.3 4948.7 4658.3 8088.0 21568.0 1.63 4.63 ( *) = Steel Enclosure ( * *) = Aluminum Enclosure 2 These calculations are copyrighted & any reproduction is a violation of law. Violators will be prosecuted. Generators with Largest and Smallest Weight used for calculations. Calculations yield a factor of salty of 1.49 or greater and a double pad may be used for any of the the above generators. . •.. GEN 2 GEN 5 N/A 5240 - 28.25 48 MIMA2 . QT130 54.8 115.2 36.8 i v • ••• • • • ••• • • • •• • • • • • tri Henry :d man Jr. P.E. # 25166 Revised 5/16/2007 (Must be embossed to be Valid) Any Reproduction is a Violation of'Law & Violatoitw 11 te tibpC3RGd : • • • • • 24 • • •• • • • • .. • • • • • ... .. 336 8.00 4.71 9.42 1412 285.8 1135.6 785.5 1694.4 2259.2 1.49 2.88 2873 29.44 14.00 43.84 8157 1051.6 6461.8 5724.5 9788.4 26102.4 1.51 4.56 3 These calculations are copyrighted & any reproduction is a violation of law. Violators will be prosecuted. 110 • .. ' • • " " TOP A WALL WALL PAD ° ANCHOR , MODEL # : H(:) _: _ : Y:(" : W( ") WEIGHT(Ibs) (s.f.) Al (s.f.) A2 (s.f.) DT (Ibs) U (Ibs) MO(1) MO(2) MR(1) MR(2) FS1 FS2 GEN 2 GEN 5 N/A 5240 - 28.25 48 MIMA2 . QT130 54.8 115.2 36.8 i v • ••• • • • ••• • • • •• • • • • • tri Henry :d man Jr. P.E. # 25166 Revised 5/16/2007 (Must be embossed to be Valid) Any Reproduction is a Violation of'Law & Violatoitw 11 te tibpC3RGd : • • • • • 24 • • •• • • • • .. • • • • • ... .. 336 8.00 4.71 9.42 1412 285.8 1135.6 785.5 1694.4 2259.2 1.49 2.88 2873 29.44 14.00 43.84 8157 1051.6 6461.8 5724.5 9788.4 26102.4 1.51 4.56 3 These calculations are copyrighted & any reproduction is a violation of law. Violators will be prosecuted.