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RC-11-144
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 155333 Permit Number: RC -1 -11 -144 Scheduled Inspection Date: February 06, 2012 Inspector: Bruhn, Norman Owner: HUTCHINSON, MARK Job Address: 1041 NE 96 Street Miami Shores, FL Project <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification :'Addition /Alteration Phone Number Parcel Number 1132060143720 Building Department Comments KITCHEN, BATHROOMS AND FLOORING REMODEL 04/04/2011 - NOC PENDING 04/08/2011 - NOC SUBMITTED Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 03, 2012 For Inspections please call: (305)762 -4949 Page 1 of 16 q-- y45- G105 Hack- r10'rCN1N5oN Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION i CHECK LIST Building permit card. ei Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ertificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment (Final treatment - original)\ CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." :Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) :tackflow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 (¢ 1)2_ JL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 155336 Permit Number: RC -1 -11 -144 Inspection Date: January 03, 2012 Inspector: Bruhn, Norman Owner: HUTCHINSON, MARK Job Address: 1041 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060143720 Building Department Comments KITCHEN, BATHROOMS AND FLOORING REMODEL 04/04/2011 - NOC PENDING 04/08/2011 - NOC SUBMITTED Passe // -; ��D, Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 03, 2012 Page 1 of 1 INSULATION CERTIFICATE MARK- WgTeiVMoa ONE X1 1 y Johsite R 1 53/3g midi/ wv 96 57 ,ll, A m i sikaS Ft Address City, State & Zip M VA L 7?+,NE.. RECENEW DEC 28 BY: County Subdivision Lot Number Description of Installation 1. CEILING Batt or Blanket Type AZT Brand Name O l C0 Thickness (Inches) Thermal R (R- Value) /E'" 1 4 Loose Fill Type 2. EXTERIOR WALL Fri Type MVP Brand Name Material Thickness (Inches) Brand Thermal Resistance (R Value) /2" E- 3. INTERIOR WALL Frame Type 0.010qtfor Brand Name Material Zs �,,a �7. df��yThermal Resistance (R- Value) Thickness (inches) Declarations I hereby certify that the above insulation .: installed ' the building at the above location in oonformance with the current Compliance, or residential buildings as indicated in the Certificate of orta Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 155337 Permit Number: RC -1 -11 -144 Inspection Date: January 03, 2012 Inspector: Bruhn, Norman Owner: HUTCHINSON, MARK Job Address: 1041 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132060143720 Building Department Comments KITCHEN, BATHROOMS AND FLOORING REMODEL 04/04/2011 - NOC PENDING 04/08/2011 - NOC SUBMITTED Passed 4/ ` if, �Wd_- Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 03, 2012 Page 1 of 1 Notice of Preventative Treatment for Termites (As required be Florida Building Code (FBC) 104.2.6) Romo Exterminators, Inc. (305) 388 -8383 1041 NE 96 Street Miami Shores, FL August 5, 2011 Date Cyper TC Product Used Address of Treatment or Lot/Block of Treatment 10:00 AM A. Pacheco Time Applicator Cypermethrin 30 Chemical used (active ingredient) Number of gallons applied 0.50% 300 Percent of Concentration Area treated (square feet) Linear feet Treated Adjoining Slab Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed areas) As per 104.26- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line R.ECEIVEL) DEC 2 8 Nil Certificate of Compliance for Termite Protcaion ei2k - As required by Florida Building Code (FBC) 1816.7) Romo Exterminators, Inc. (305) 388 -8383 1041 NE 96 Street Miami Shores, FL Address of treatment or Lot/BIk# of treatment Soil Barrier Method of termite treatment - soil barrier, wood treatment, bait system, other The building has received a complete treatment for the prevention of subterranean termites. Treatment is in - «i«,. nce with rules and laws established by the Florida Department Agricultur nd IR •jl Services. a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 155339 Permit Number: RC -1 -11 -144 1 Inspection Date: January 03, 2012 Inspector: Bruhn, Norman Owner: HUTCHINSON, MARK Job Address: 1041 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132060143720 Building Department Comments KITCHEN, BATHROOMS AND FLOORING REMODEL 04/04/2011 - NOC PENDING 04/08/2011 - NOC SUBMITTED Passe /41 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 03, 2012 Page 1 of 1 October 17, 2011 architecture - interiors - planning RECEIVED DEC 20 2011 I3Y. CG44 Miami Shores Village 10050 Northeast 2' Avenue Miami Shores, FL 33138 Reference: Hutchinson Residence 1041 Northeast 96th Street Miami Shores, Florida Permit #10 -1587 Architect's Project #10129 To Whom It May Concern: This office has inspected the above referenced residence, and found it to have been built according to the approved Plans and Specifications as prepared by this Office. To the best of my knowledge, belief and professional judgment, the approved Permit Plans represent the as -built condition of the components of the home. I therefore recommend that approval be granted and a Final Certificate of Occupancy /Certificate of Completion be issued for the above subject premises. Should you have any questions, please feel free to contact this office. Sincerely, Jo . h B. Kaller & As S 5 ates P.A. td oseph :. Liner, LEED AP President 2417 Hollywood Blvd. Joseph @kallerarchitects.com Hollywood, Florida 33020 -6605 (954) 920 -5746 phone (954) 926 -2841 fax www.kallerarchitecis.com Miami Shores Village IM@TZTCTFET Building Department 1111 ma O 2011 � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 B Y: Permit No. fR CA 1 4 Master Permit No. Permit Type: BUILDING ROOFING , j� 5 OWNER: Name (F e Sim 1 Ti eholder : 1AN +W -14� t C j , " Phone #: �/ 170 �� Address: City: Y G h� :e�[!CS \: State: Zip: Tenant/Lessee Name: M d Phone #: Email: JOB ADDRESS: City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: InkAi IV tit, 51,1 1 If f Phone #: Address: 9iNwvl ei; AS f i''.0 v City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: //�� YO DESIGNER: Architect/Engineer: Jot. K 'L iL- 4 \SS C-t Kt 1. 5 Phone #: ?5 2'0° 3i Value of Work for this Permit: $ N C1 to' 0 �� Square/Linear Footage of Work: Type of Work: Addition Alteration New ❑Repair/Replace t%( E Description of Work: ❑Demolition +x+ **x * ***** ***************************Fe s************************ *******+x**+x**+x***** Permit Fee $ J CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ ng Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (_•/LYt� 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 cent;'- copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven %ays after the building permit is issued. In the absence of such posted notice, the inspection will not be . s p s ved and a re, pection fee will be charged. Signature Owner r Agent Signature Contractor e foregoing instrument was acknowledged before me this ay of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: The fo frame was ac wwlled dayo �W ,20 ,by W IVV' who is •ersonall r who has produced As identification and who did take an oath. NOTA ' ?UBLIC: Sign: Print: �cro;z: -Y" ���� ©'a �,0.i•,, a * s .,,,, u mss'° .,s My Commission Expires: m °.:y ;e� My Commission Expires: Sign: • Print: ". 11 ******* *+ x*****+x*******�*** * **** k****�x+****** * * * * **** six** * * *x *** *�xa��x**** ++ xa�+ s+ x�x�x******** �x�x�x�x�x�x�x *�nx�x�x�u��x+x *�p+a�a�x**** APPROVED BY %" tF/i?//. Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Permit No: 11- / Name 5°,71 ,2011 Miami Shores 'iIIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ,� Building Critique Sheet 04,04.1 ‘41 frfaa CJ / Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPT MUST BE POSTED ON TILE JOB SHE AT TIME OF FIRST INSPECTION PERMIT NO.RC4/1 —l7 TAX FOUO NO. if 3aVC, —of STATE OF FLORIDA: COUNTY OF MIAMI -DADE TIE 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. • 1111111111111111111111111111111111111 11111111 CIF-14 2011R101224757 DR Bk 27645 Ps 1903; tips) RECORDED 04/07/2011 14:41:39 HARVEY RUVIN, CLERK OF COURT flIAflli -DADE COUNTY, 'FLORIDA LAST F'AGE Space above reamed for use of reconfirm office 1. Legal description of property and street/address: /194/ / Nt 1(0 .5.911 t,∎/ I1-1itArzli cfIh7 4€S/ ' 33137 2. Desan 7i of Imp z • - nt , . i . 2M - :+1/ i��' .1. , d r+:T1k{ 3.Owner(s) e and address: ,.� : ., L _ :%�' et •'Fi g ' Interest In property: Al .1, c ArA, 4 e) GJA/S l AfairrilM . I. -Q. Name and address of fee simple titleholder. / nSi / NM: 9f'''P-- s> eesA, Aei' / s/ f ,r 4. Contractor's name, address and phone number. 44)41 /. 467i ri /t2G/; 3t ` z 5. Surety: (Payment bond required by owner from actor, If arty) Name, address and phone � /V Amount of bond $ /"/ df- 6. Lender's name and address: AJlid' 7. Persons within the State of Flora d llnated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1Xe)7„ Florida Statutes, Name, dress and phone 'umber: /X /� i/ °- /o 4/, 9!n'r stuf' 3� f'35l 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. address and phone number: /`ill /(e/ZP 4-a.f'd o —#0 44 At 96, &law, ketocer D. Expiration date of this Notice of Commencement (the mpbaUon date Is 1 year from the date of recanting unless a different date Is r cities° WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFQOMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN- RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE REED AND POSTED ON NE JOB SITE BEFORE THE FIRST INSPECTION. tF YOU INTEND TO OBTAWN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE T foregoing Instrument was acknowledged before me thy , (Q day of Y � `Rersonafy known, or CI uce Ividually, or al as produced the following type of ident for \i 41".' IL% . t ,C1Y Off cer/0irector/Pariner/Manager Prepared By Ihrok cltAurj�/ Print Name ICJ t4(4 jto 5 ITltiefCNRce 1i r" t■ Signature of Notary Public: Print Name: (SEAL) 13: : ,.1f i ; :,cl_ Y• :i z!1I t FLO tot/ _ 7:1J1? Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in R are true, to-the • :> of my knowledge and betief. Sig By t‘k s) c+ or Own Authorized Oft[cer/Dhector/Pattne 1EaD$4S Rmta Ana By STAIDE OF FLORIDA, COUNTY OF DADE 1 HERESY CERTIFY tsatthic is a kw copy cf the (ley of r 1 .us.a -4 BRENDA E. FERNANDEZ Notary Public • Slate of Ffwida My Commission Expires Feb 4, 2012 Commission # DO 754950 Banded Through National Noisy Assn. ..,// r -1 (3) gitt -1-144PiL, `To NO 101 si Miami Shores Village g � �7 Building Department Tel: (305) 795.2204 Fax: (305) 756.8972 BY • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 _ ,,,••...•••••••° INSPECTION'S PHONE NUMBER: (305) 762.4949 II Permit No.r\J 1. (m 144 BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING 1 W ' /� 95 —VY3-9 '5— OWNER: Name (Fee Simple Titleholder). VI� t1`� -- � 4 t I <� �V I Phone #: ! � l Address• 104\ " t ST S `1 3 3 76 City: t State: Zip: I Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /0 7/ /i ` b sr City: Miami Shores / County: 1 2 0 Miami Dade Zip: J 3/ 3 e Folio/Parcel #: /1 3�lA `°0 /9 - 312-0 Is the Building Historically Designated: Yes NO X' Flood Zone: CONTRACTOR: Company Name: 6 ("vim ( /1/34- 4 3 4 60749 Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of .Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ) 0 +:,1 o Square/Linear Footage of Work: Type of Work: Address UAlteration ONew URepair/Replace ODemolition Description of Work: 1 1 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************Fee **********************1k********************* Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ (70•®6 TOTAL FEE NOW DUE 5cC1 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 a oved and a reinspection fee will be charged. or Agent going instrument was ac '.w dged e 20 11 , by own to me or who has produced ilAs identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by ho is personally known to me or who has produced as identification and who did take an oath. a t-R�_90. Sign: � ��\ ��%M.�V r �^ 6'0,- A�YSy� Sign: Print: ,Zr"7,.- i .. 1\1 �, Print: My Commission Expires: o ?a ''''....00-6. aJcyd. . 3� ° f My Commission Expires: C p APPROVED BY n/'/$11 4 S/) 4dPians Examiner Zoning NOTARY PUBLIC: 7/ (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT //� NAME: AUK— /4/ TCf1( /V fO4" DATE: Z17 ADDRESS: 70 9l 4/, ` 6 S7 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 that I as the owner must appear in person to complete 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 new form states 75,000). 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 not licensed must work under your supervision and must be employed by you, which means that you must 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Inft(i•�� 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or en¢e nwmbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased Within ,1 year after tlie construction is complete, the law will presume that I built or ubstantially improved it for sale or lease, which violates the•exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractoF or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county o municipal ordinance. • Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvfloridalicense.corn/dbor/oro/cilb/index.h ml Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed constt ction activity at the following address: t e Lf t ci� S� im poit s FL 33 (38 Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information th have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this _a_n____day of ,20 ij B . - \hJt'/1TY1t5Y) who was personally known to me or who has Produced t License or l.JO 1 O , !-v1! as identification. NOTARY r•I4 so FLORIDA DEPARTMENT OF HEALT Rick Scott Governor March 21, 2011 Baby Rahmer 4360 LennarDr Miami, FL 33133 RE: Contingency Letter Application Document No: AP998275 Centrax Permit Number: 13 -SC- 1307770 OSTDS Number: 1041 NE 96 St Miami, FL 33138 M©IT 17 .R252Oij a By Lot:14 Block:15 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 03/17/2011 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Internal renovation only of a SFR with 3 bedrooms and 2,455 sq.ft of buildinga area. There is not increase in sewage flow, change sewage characteristic, or compromise the integrity or function of the system. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645 PERMIT #: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT � op,EOaC)n 1'1I201 1, Mika— ucicAcasoNi ❑ Contractor Nil Owner ❑ Architect Pick- up 2 sets of plans and Address: �n�u�r�A cc�rreo�a� G(oS From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to b Shores Village Building Depart e t to continue Acknowledged by: ng process. PERMIT CLERK INITIAL: rought back to Miami RESUBMITTED DATE: PERMIT CLERK INITIAL: I) Permit No: 11 -144 Job Name: February 14, 2011 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Plans must be approved by HRS for the septic system. 2) The structural notes are not for this job. Remove all notes that do not pertain to this project, if the note is there we will require that construction. 3) Energy calculations supplied are incomplete Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with nev revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 F; -Ob5--ICS-W71 03/09/2011 15:25 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Ij001 * ** TX REPORT $$$ * * * ** * * * * * * * * * * * ** * ** TRANSMISSION OK TX /R% NO 1147 RECIPIENT ADDRESS 93057059971 DESTINATION ID ST. TIME 03/09 15:24 TIME USE 00'15 PAGES SENT 1 RESULT OK Permit No: 11-144 Job Name: February 14, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Plans must be approved by HRS for the septic system. 2) The structural notes are not for this job. Remove all notes that do not pertain to this project, if the note is there we will require that construction. 3) Energy calculations supplied are incomplete Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with nev revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Permit No: 11 -144 Job Name: February 14, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet glans must be approved by HRS for the septic system. Corrections for plumbing and zoning must be completed. 3) The scope of work on the plans does not describe the work, revise. WI he alteration is not a level 2 but a level 3 The general notes are not for this job he structural notes re not for this job. Remove all notes that do not pertain to th's projec7i the note is there we will require that construction. 6 Provide a survey Tess than 1 year old for the house. �.) Provide energy calculations for the altered portions of the house. D'Provide a separate permit for the new wall. a. The foundation for the wall must remain on the property and notencroach on the neighbor. b. The foundation for the wall is not large enough; minimum size is 12" x36 ". c. Minimum depth to top of footing is 16 ". d. Wall height cannot exceed 5' above grade. 9) Notes on plans showing future items like fountains and Jacuzzi are not part of these plans and must be removed or aseparate permit application submitted. NOTE: They do not comply with Village ord. and the FBC. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department RECEIPT PERMIT #: // /VV DATE: I, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 c2—/d--// Y\'l MJ — 4 -CC 4(lvS0i1 ❑ Contractor yOwner ❑ Architect Picked up 2 sets of plans and (other) ,''4 Address: /C'7/ g From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depa m-nt to contin = ring process. Acknowledged by: PERMIT CLERK INITIAL ?e - RESUBMITTED DATE: cq g-4-) PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. R6 ii—/YY Job Name litael1 Po PLUMBING CRITIQUE SHEET see, I- 24;149- ;-a < � ��- Say e. /P�c� � acv �' A�l�I�ov4 G ;F � � � Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name CRITIQUE SHEET gdee- itc /� -d i '/ /� �,���� ®� O T�4T�sA.c e›, , 44/1 i`,1rg40/1, 67,1.114,,e7-6v45__ re ij,, 4 0411 / 0 P®��)-- ����!' i PTe L& - t��r�% i� tom' F J? pr,14° as t - 94' i 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:1132060143720 Owner's Name: MARK HUTCHINSON Job Address: 1041 96 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: $ 25,000.00 0 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved:: Yes Comments: FENCE CAN NOT EXCEED 5 FEET IN HEIGHT. JACUZZI MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE AND 5 FEET FROM REAR LOT LINE. NO STRUCTURE INCLUDING FOUNTAIN MAY BE LOCATED WITHIN 10 FEET OF SIDE LOT LINE. PROVIDE DETAIL ON PROPOSED PLANTER IN EAST SIDE YARD. PROVIDE DETAIL ON PROPOSED FOUNTAIN IN FRONT. FUTURE WORK CAN NOT BE APPROVED AS PART OF THIS PLAN AND FUTURE WORK WITHOUT PLANS CAN NOT BE REVIEWED. ANY WORK FOR WHICH DETAILED PLANS ARE NOT PROVIDED MAY BE EXCLUED FROM STAFF APPROVAL AT THIS TIME AND PLANNED FUTURE WORK MAY NOT BE APPROVED IN FUTURE IF NOT IN COMPLIANCE WITH CODE REQUIREMENTS. 3/7/11 OK WITH DELETIONS AS SHOWN ON SHEET. PERMIT# It '14_4 CONTRACTOR: SUBMITTAL DATE: RESUBMITAL DATES: IMPACT FEES MECHANICAL • APPENDIX 13-D meas.' 11008-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Reeldentlsi Coin . Prescd Method B ALL CLIMATE ZONES CT:V ince with Method B of Chapter 11 of the Florida Budding Code, Resklanti,L or Subchapter 13-8 of the flog Budding Code. Building, may be demonstrated the use .. -b1 Form 11008 for single -and multiple-family residences of three stories or in height, and additions to existing res(dentiai buildings. b comply, a bulb must by or exceed all of the energy efficiency requirements on Tab. 11 8-1 and all applicable mandatory requirements summarized in Table 110 -2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 or Subchapter 13-6 of the appileable code. PROJECT NAME: M MARK HUTCHINSON B BUILDER: (Owner) MARK HUTCHINSON 1041 NE 96 STR PERMITTING MIAMI SHORES MIAMI SHORES, F FL P OWNER: P PERMIT NO.4 1 1 1 1 1 14 1 4 1 r r 1 1 11 JUMENCTlON NO» 12 [3 1 12 1 6 6 1 0 0 1 0 0 1. New construction including additions which incorporate any of the following features cannot comply using this method: Neel stud wad., single assembly roof/ceiling construction, or skylights or other nonvedical roof glass. 2 FM in all the applicable spaces of the "To Be Installed" column on "Table 118-1 with the information requested. All "To Be Installed" %alas must be equal to or more efficient than the required levels. 3. Complete page 1 based on the "To Be Installer column Information. 4. Read °Minimum Requirements for All Packages', Table 118 -2 and check each box to indicate your Intent to comply with an applicable Items. S. Rend, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction or addition 2. Single-family detached or multiple-family attached 3. If trmidple4amity -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. fL) 8. Glass type and area: a. U -factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, arm or parameter, and insulation: a. Slab -on- grade (R- value) b. Wood, raised (R value) c. Wood, common (R value) d. Concrete, raised (R- value) e. Conroe, common (R- value) 9. Wall type, area and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R value) 10. Ceiling type, area and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duet insulation, location Test repot requited if duct in unconditioned space 12. Cooling system: (Types: central, roan unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas. LP-Gas, gas h.p., noon or PTAC. none) 14. Programmable thermostat Installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas. LP -gas, solar. heat rec.. ded. hest pump, other. none) Please Prird CK 1. RENOVATION 2. SINGLE Family aa. NA 4. Yes $.2400 (sgft)- Existing es 1.3 (Tinted per 13- 601b.3) 6640.64 (Tinted per 13- 601b.3) 8c. 460 Sq.lt. net Added = 0 •(Replaced Glass Area fits (Exist.) 0 RIB NA a NA Ras $e. Rs NA NA =460 sq.ft) IIn.fL sq.fl. sq.ft. Sq.8. 193 NA NA NA NA 91-1. Rm(Exist.)4.1 1544 sq ft- 904. Rs NA NA Sq.ft. R=(Exist.) 4.1 256 tib-2. Rm NA NA sq.ft. sq. f . 1Oa. Ra 30 sq.ft. 2400 10b. R is NA NA 11a. Fin 6 ATTIC sq.ft. 11 b.Test report attached? Yes U 12a.'rype: EXISTING 5 -TON SPLIT SYS 12b. SEERIEER: Existing NA 12c, 60000 BTUH 13a, Typ ELECTRIC HEATER 131*. HSPF/COP /AFUE: 1 130. 34000 14. No 15s. wpm Existing Electric in ER: Existing thereby carne Sy Code. a pens and specifications Ay calculation are in compliance with the Florida Energy Co �,)�,,j,�/ PREPARED VP Raj a Buchanan DATE: 3/14/11 I hereby candy that this bonding c m compliance web the Florida Energy Cods: OWNER AGENT: DATE Review of plena and specifications covered by this calculation indicates compliance with the Florida Energy Coda. Before conavucbon is completed, this b0 wit be inspected for compliance b awardenm with Section 553.308, FS MOLDING OFFICIAL' GATE: 2007 FLORIDA BUILDING CODE - BUILDING Effective 3/1/2009 13�-D.23 4 /- FORM 1100B -08 TABLE 11B -1 MINIM BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- factor = 0.65 SHGC = 0. 35 % CFA <= 16% U- factor =N /A SHGC= N/A % of CFA= Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (See Note 3): Frame Mass Interior of wall: Exterior of wall: R -13 R-6 R-4 R -value = N/A R -value =N/A R- value = Existing (4.1) i) Ceilings (see Notes 3 & 4) R -30 R -value = 30 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -value = N/A Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = Existing EF =N/A Gallons = EF = Air conditioning systems (see Note 7) SEER = 13.0 SEER = Existing Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas fumaces AFUE = 78% AFUE = Oil fumaces AFUE = 78% AFUE = Programmable thermostat Must be installed on all HVAC systems Installed? No Ductwork (see Note 9) Unconditioned space9 Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane 09 Tested NA R-4.2 Location: Unconditioned space R- value= 6 Test report Conditioned space R -value = (No test report required) Air Handler location: Unconditioned attic9 or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required . Location' • Conditioned Test report: t1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or Tess than 16 % of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 m2) or less may have maximum CFA of 50 percent. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the interior (Int) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume) (7) For all conventional units with opacities greater than 30,000 Btu/hr. For Small-Duct, High - Velocity units, Space Constrained units, and units width capacities Tess than 30,000 Btu/hr see Table 13- 607AB.3.2A of the Florida Building Code, Building, or Table N1107AB.3.2A of the FBC- Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607AB.3.2B of the Florida Building Code, Building, or Table NI 107AB.3.2B of the FBC- Residential. (9) All ducts and air handlers shall be either looted in conditioned space or tested by a Class 1 BERS rater to be 'substantially leak free. 'Substantially leak free' shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. TABLE 11B -2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior'oints & cracks NI106AB.1.2 To be caulked, • asketed, weather -stria • -d or otherwise sealed. x Exterior windows & doors N1106AB.1.1 Max. 0.3 cfm/sq.ft. window area; 0.5 cfm/sq.ft. door area. x Sole & top plates N1106AB.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. x Recessed lighting NI106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed) x Multistory houses NI106AB.1.2.5 Air barrier onperimeter of floor cavity between floors. NA Exhaust fans NI106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. x Water heaters N1112AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required for vertical pipe risers. x Swimming pools & spas N1112AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. NA Hot water pipes N1112AB.5 Insulation is required for hot water circulating systems (including heat recovery units). x Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. x HVAC duct construction, insulation & installation N1110AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in attics must be insulated to a minimum of R-6. x HVAC controls N1107AB.2 Separate readily accessible manual or automatic thermostat for each system. x -V. 2007 FLORIDA BUILDING CODE — BUILDING APPENDIX 13.0 .•° FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION R14416661-06 Residential Component Prescriptive Method B ALL CLIMATE ZONES I once with Method B of Chapter 11 of the Ronda Bulldog Code, Resklsntlal or Subchapter 134 of the Ronda Bidding Code, Budding may be demonstrated by the use , --*of Fonn 11008 for single -and multiple-family residences of tree stories or Tess in height, and additions to existing residential buildings. Ta comply, a building must meet or VID exceed an of the energy efficiency requirements on Table 118-1 and all applicable mandatory requirements summarized in Table 11B-2 of this form. If a building does net comply with this method, it may still comp y under Method A of Chapter 11 orSubchapter 13-6 of the applicable coda. PROJECT NAME: AND ADDRESS: MARK HUTCHINSON BUILDER: (Owner) MARK HUTCHINSON 1041 NE 96 STR POINTING MIAMI SHORES MIAMI SHORES, FL OWNER: PERiaT N0.4 1 1 1 1 1 1 4 14 1 I 1 I I J U R I S D I C T I O N i s m . : 1 2 13 1 2 16 1 0 10 l 1. New constn tIon including additions which Incorporate any of the fallowing features cannot comply using this method: Neel stud wa is, single assembly roof /ceiling construction, or skylights or other nonvertIcal roof glass. 2. Fill in an the applicable spaces of the 'To Be Installed" column on "Table 1113-1 with the information requested. Al lo Be Installed' values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the To Be Installed' column hdormation. 4. Read `Minimum Requirements for Al Package?, Table 118-2 and check each box to indicate your Intent to comply with all applicable Items. 5. Read, sign and date the "Prepared BY certifkcton statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New comdruction or addition 2. Single-family detached or mrdtlptedamily attached 3. If nndtl family -No. of runts covered by thls submission 4. 1s thls a worst case? (yes/no) 5. Conditioned floor area (sq. fL) 8. Glass type and area a. U- faacrr b. SHGC c. Glass area 7. Percentage of glees to floor area 8. Floor type, area or perimeter, and Insulation: a. Slab-on -grade (R-value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type, area and Insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R- value) b. Amt: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and Insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 11. Air distribution system: Duet Insulation, location Test repot required if duct in unconditioned space 12. Cooling system: ( Types: central, room unit, package terminal A.C.. gas. none) 13. Heating system: (Types: heat pump. elec. strip, nat. gas, LP -Gas. gas h.p.. room or PTAC. none) 14. Programmable thermostat Installed on HVAC systems: 15. Hot water system (Types: elec.. nest. gas. LP-gas, solet, heat rec.. dad. heat pump, other. none) Please Print CK 1. RENOVATION 2. SINGLE Family 3.NA 4. Yes 5.2400 (sgft)- Existing 8a. 1.3 (Tinted per 13- 601b.3) 8b.0.64 (Tinted per 13- 601b.3) 460 Sq. ft 7. net Added = 0 14 (Replaced Glass Area =460 sq.ft) �, Rm Gist.) 0 193 Unit. Bb. R� NA NA sq.tt. 80. R. NA NA sq.ft. 8d. R® NA NA sq. fl. Se. RE NA NA nq.fl. 91.1. R>m(Exist.)4.1 1544 9a-2. R. NA NA 9b-1. R=(Exist.)4.1 256 9b•2. Rm NA NA Sq.it. sq.ft. s;q.fL aq.fL 106 RR 30 sq.ft. 2400 10b. R= NA NA 116 Rif 6 ATTIC sq. f . 11b.Tsat report attached? Yes 126 Type: EXISTING 5 -TON SPLIT SYS 12b. SEERIEER: Existing NA 12c.: 60000 BTUH 136 Types: ELECTRIC HEATER 13b. HSPF/COP/AFUE: 1 13c 34000 14. No 156 Typ Existing Electric 1m EF: Existing 1 hereby candy that the plans and SpecAlcatians the Florida Enerey Code. PREPARED BY: Raja Buchanan r pkulinor.• are to comphhnca will `- DATE: 3/14/11 1 hereby certify that this budding is in compliance web the Florida Energy Code: OWNER AGENT: DATE Review of ohms and speef catbns covered by this calculation kldleates compliance weh the Florida Energy Cade. Before construction Is compdted. this building veal be Inepmted for cam/ Mace In accordance with Salon 553.905. F.S. BUILDING OFFICIAL: GATE: 2007 FLORIDA BUILDING CODE - BUILDING Effective 3/1/2009 13,0.23 FORM 1100B -08 TABLE 11B-1 All Climate Zates BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- factor = 0.65 SHGC = 0. 35 % CFA < =16% U- factor = N /A SHGC N/A % of CFA= Exterior door type Wood or insulated Type: Wails — Ext. and Adj. (See Note 3): Frame Mass Interior of wall: Exterior of wall: R -13 R-6 R-4 R -value = N/A R -value =N/A R -value = Existing (4.1) Ceilings (see Notes 3 & 4) R -30 R -value = 30 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -value = N/A Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons =Existing EF =N /A Gallons = EF = Air conditioning systems (see Note 7) SEER =13.0 SEER = Existing Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas fumaces AFUE = 78% AFUE = Oil furnaces AFUE = 78% AFUE = Programmable thermostat Must be installed on all HVAC systems Installed? () No Ductwork (see Note 9) Unconditioned space° Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane t9 Tested NA R-4.2 Location: Unconditioned space R- value= 6 Test report Conditioned space R -value = (No test report required) Air Handler location: Unconditioned attic9 or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: Conditioned Test report: ti 1 tacn component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U -Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16 % of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 m2) or less may have maximum CFA of 50 percent. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the interior (Int) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume) (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities Tess than 30,000 Btu/hr see Table 13-607.AB.3.2A of the Florida Building Code, Building, or Table N1107AB.3.2A of the FBC- Residential (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13-607.AB.3.2B of the Florida Building Code, Building, or Table NI 107AB.3.2B of the FBC- Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be °substantially" leak free. °Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. TABLE 11B -2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior joints & cracks NI106AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. x Exterior windows & doors N1106AB.1.1 Max. 0.3 cfm/sq.ft. window area; 0.5 cfm/sq.ft. door area. x Sole & top plates NI 106AB.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. x Recessed lighting NI106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed) x Multistory houses NI 106AB.1.2.5 Air barrier on perimeter of floor cavity between floors. NA Exhaust fans NI 106AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. x Water heaters NI112AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required for vertical pipe risers. x Swimming pools & spas NI 112AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. NA Hot water pipes N1112AB.5 Insulation is required for hot water circulating systems (including heat recovery units). x Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. x HVAC duct construction, insulation & installation N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in attics must be insulated to a minimum of R-6. x HVAC controls N1107AB.2 Separate readily accessible manual or automatic thermostat for each system. x -D.24 2007 FLORIDA BUILDING CODE — BUILDING US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 ii"10=grUri www.optimussd.com 11 F.EB. 0 2 2511. RENOVATION FOR MR. & MRS. HUTCHINSON .RESIDENCE CALCULATIONS • • . . •••• • • •• • •• • • • • LOCATED AT •••• • • • . 1041 NE 96TH STREET • MIAMI SHORES VILLAGE, FL;5 138 . . December 17, 2010 • • • • • •.• • • Tony omleid P.E. PE #61706 12/17/2010 WINDO2 v2 -05 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: Hutchinson Residence Analysis by: Optimus Structural Design User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 11.00 ft Ridge Height (RHt) 15.50 ft Mean Roof Height (Ht) 13.25 ft Width Perp. To Wind Dir (B) 60.00 ft Width Paral. To Wind Dir (L) 55.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid :Structures - :Simplified Method Gcpi Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 =•. •_� Gust Factor Category 11: Rigid Structures - Complete Analysis • : .. Zm Zmin 16.99 ft Enclosed Buildings lzm Cc * (33/z) ^0.167 0.ff8 • • -0.18 Lzm I *(zm /33) ^Epsilon 4 ;7.06. • • • Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9•IS5• •• Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8785: _•. Gust Factor Summary . • • • G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used I :0.851; • • • • Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi •• • Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2005 www.mecaenterprises.com • • • • • • •• • • .• • • • • Page No. 1 of 2 12/17/2010 WINDO2 v2 -05 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.3 =_> vN a Hipped Roof 7 < Theta < =27 5.30 ft ble Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft "2) Max rMin Max Min ZONE 1 10 10 100.00 1 0.30 -0.80 18.90 -38.59 ZONE 2 3 8 24.00 2 0.42 -1.51 23.78 -66.54 • ZONE 3 3 3 9.00 3 0.50 -1.70 26.71 . -74.02, ZONE 4 2 9 27.00 4 0.92 -1.02 43.214.' : 47.4(1. ZONE 5 2 9 27.00 5 0.92 -1.25 43.41•:•••56.22 •••••• Window71x74 5.92 6.42 38.01 4 0.90 -1.00 42.41•••.- 46.37.1 Door 40x84 3.33 7 23.31 5 0.94 -1.27 43.9'1 • -57.10*, " Window 36x72 3 6 18.00 4 0.95 -1.05 44.$t. :- 48.6=•1 Window 18x44 1.5 3.66 5.49 4 1.00 -1.10 46.46 •7 -50.40 -48.92 Window 18x84 1.5 7 16.33 4 0.96 - 1.06 44. 8 •. Window 36x84 3 7 21.00 4 0.94 -1.04 44.2 , - 48.1g•• 46.'I.4' : -50.1 Window 36x44 3 3.66 10.98 4 0.99 -1.09 0.00 ••• 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Copyright 2005 •• .• • • •• • •• • • •• • • • • .• • • • • • •• • • www.mecaenterprises.com Page No. 2 of 2 Rev: 580006 User: KW -0807042, Ver 5.8.0, 1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Job # Date: 9:53AM, 17 DEC 10 Steel Beam Design Page 1 hutchinson.ecw.Caldil wtions Description New Steel Channel General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : C8X11.5 Center Span Left Cant. Right Cant Lu : Unbraced Length 10.00 ft 0.00 ft 0.00 ft 10.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 36.00ksi 1.00 29,000.0 ksi Distributed Loads Note! Short Tenn Loads Are WIND Loads. DL LL ST Start Location End Location #1 0.250 0.300 Summary #2 #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Using: C8X11.5 section, Span = 10. End Fixity = Pinned- Pinned, Lu =1 Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv OOft, Fy = 36.0ksi 0.00ft, LDF = 1.000 Actual Allowable 7.018 k -ft 7.474 k -ft 10.346 ksi 11.018 ksi 0.939 : 1 2.807 k 1.595 ksi 0.111 : 1 25.344 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.134 in 1,922.7 : 1 895.3 : 1 Force & Stress Summary • • • • • •••• ••• Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left 2.81 k Shear @ Right 2.81 k Center Defl. -0.134 in Left Cant Defl 0.000in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft Maximum 7.02 k -ft DL Only 3.27 1.31 1.31 «- These columns are Dead + Live Load placed escoted - �} >•,, • LL LL +ST LL • • 0 Center 2.81 2.81 Center a Cants • • •t Cants • • •kit••• •••S ILft•• • • •• •• • • • -0.062 -0.134 -0.134 0.000 • • • 0.000 in 0.000 0.000 0.000 0.000 • • • • e 0.00(:IN.:, 0.000 0.000 0.000 0.000 0.000• to 0.000 0.000 0.000 0.000 0.000 in •Ie- • •k- • k • •k • Reaction @ Left 2.81 1.31 Reaction @ Rt 2.81 1.31 Fa calc'd per Eq. E2 -2, K "Ur > Cc I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12.000 Cb At / (I * d) 2.81 2.81 2.81 2.81 k k • • • • • •• • • • • Title : Dsgnr: Description : Scope : Job # Date: 9:53AM, 17 DEC 10 Rev: 580006 User: KW- 0607042, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC En ineering Softwa Description New Steel Channel Steel Beam Design Page 2 hutchinson.ecw:Calculatons Section Properties C8X11.5 Depth Web Thick Width Flange Thick Area Xcg Dist. Values for LRFD Design.... J Cw 8.000 in 0.220 in 2.260 in 0.390 in 3.37 in2 0.572 in 0.130 in4 16.50 in6 Weight Ixx Iyy Sxx Syy R -xx R -yy Zx Zy K 11.45 #/ft 32.500 in4 1.310 in4 8.140 in3 0.775 in3 3.110 in 0.623 in 9.630 in3 1.570 in3 0.938 in • • •• • • • • •••• • • • •• • •• • • • • • •• • •••• • • •••• • • •• •• •• • • • • •••• • • • • •••• •• • • • • • •• • • • • • • • • • • •• • • • • • • • •� • • Title : Hutchinson Residence Job # Dsgnr: Date: 1:16PM, 20 JAN 11 Description : Scope : Rev: 580006 User: KW-0607042, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC En ineering Software Description Timber Beam & Joist Beam ove BED#4 to Support Existing Joists Page 1 hutchinson.ecw:Calculations Timber Member Information ;ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Timber Section Beam Width in 3.000 Beam Depth in 11.250 Le: Unbraced Length ft 1.33 Timber Grade Southern Pine, No.2 2 -4 Thick, psi 975.0 psi 175.0 ksi 1,600.0 New Beam 2 -2x12 Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status 1.000 Sawn No Center Span Data Span ft Dead Load #/ft Live Load #/ft 16.00 70.00 70.00 Results Ratio = 0.8740 Mmax @ Center in-k @X= ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi Reactions @ Left End DL lbs LL lbs Max. DL +LL Ibs @ Right End DL Ibs LL Ibs Max. DL +LL Ibs Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location UDefl Ratio in in in ft 53.76 8.00 849.5 972.1 Bending OK 44.2 175.0 Shear OK 560.00 560.00 1,120.00 560.00 560.00 1,120.00 -0.181 1,059.4 -0.181 1,059.4 -0.362 8.000 529.7 • • •• • • • • •••• • • • •• • •• • • • • • •• • •••• •• • • • • •• • • • •• •• • • • • • • • •••• •• • • • • • •• • • • • • • . • • • -- • • • Title : Hutchinson Residence Job Dsgnr: Date: 1:17PM, 20 JAN 11 Description : Scope : Rev: 580006 User: KW- 0607042, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Timber Beam & Joist Page 1 hutchi rson.ewv:Cal culations Description Beam ove DINING to Support Existing Joists Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Timber Section Beam Width in 3.000 Beam Depth in 9.250 Le: Unbraced Length ft 1.33 Timber Grade Southern Pine, No.2 2 -4 Thick, Fb - Basic Allow psi 1,200.0 Fv - Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No New Beam 2 -2x10 Center Span Data Span Dead Load Live Load ft #/ft #/ft 14.50 70.00 70.00 Results Mmax @ Center @X= fb : Actual Fb : Allowable fv : Actual Fv : Allowable Ratio = 0.8627 in -k ft psi psi psi psi 44.15 7.25 1,032.1 1,196.3 Bending OK 49.2 175.0 Shear OK • • • • • •• • Reactions @ Left End DL LL Max. DL +LL Ibs Ibs Ibs @ Right End DL Ibs LL Ibs Max. DL +LL lbs 507.50 507.50 1,015.00 507.50 507.50 1,015.00 • ••• • •••• •• • • • • • •• •• • • •••• • • •• •• • • • • • • • •••• • •• • • •••• •• • • • • • •• • • • •• • Deflections Ratio OK Center DL Defl in L/Defl Ratio Center LL Defl in UDefl Ratio Center Total Defl in Location ft L/Defl Ratio -0.220 791.2 -0.220 791.2 -0.440 7.250 395.6 • • • • • • Title : Hutchinson Residence Job # Dsgnr: Date: 1:15PM, 20 JAN 11 Description : Scope: Rev: 580009 User: KW- 0607042, Ver 5.8.0, 1- Dec -2003 Concrete Rectangular & Tee Beam Design (c)1983-2003 ENERCALC Engineering Software Description Concrete Beam B -1 over Family Room Page 1 hutchinson.ecw:Calculadons General Information Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Span Depth Width 18.00 ft 17.000 in 8.000 in Beam Weight Added Internally Pc Fy Concrete Wt. Seismic Zone End Fixity Live Load acts with Short Term 5,000 psi 60,000 psi 145.0 pcf 0 Pinned - Pinned Reinforcing Rebar @ Center of Beam... #1 #2 #3 #4 Count 2 2 2 2 Size 'd' from Top 5 2.50in 5 6.50 in 5 5 Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top #1 2 5 2.50 in #1 2 5 2.50 in #2 2 5 6.50 in #2 2 5 6.50 in 10.50in #3 2 5 10.50 in #3 2 5 10.50 in 14.50in #4 2 5 14.50 in #4 2 5 14.50 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered Toads to ultimate loads within this program is according to ACI 318-02 C.2 [niform Loads #1 Dead Load 0.200 k Summary Live Load 0.240 k Span = 18.00ft, Width= 8.00in Depth = 17.00in Maximum Moment : Mu 35.63 k -ft Allowable Moment : Mn *phi 74.08 k -ft Maximum Shear : Vu 6.90 k Allowable Shear : Vn *phi 13.94 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 3.000 Max. Spacing Not Req'd Not Req'd Max Vu 6.904 5.321 Short Term k 6.000 Not Req'd 2.660 Maximum Deflection Max Reaction @ Left Max Reaction @ Right 9.000 Not Req'd 2.597 12.000 Not Req'd 2.597 Start 0.000 ft End 18.000 ft Beam rifsign OK • • •••• • • • • • 0.1868 in • • • • • •• 5:19 k • • .•••■5,19 k •••••• • • •• • 15!00() 18.aa1LL1!i Notalegid • Not Req d in ;5.2T7: 6.841 k • Bending & Shear Force Summary • • • • ••• • • • •• Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Mn *Phi 74.08 k -ft 74.08 k -ft 74.08 k -ft Vn *Phi 13.94 k 13.94 k Mu, Eq. C -1 35.63 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -1 6.90 k 6.84 k Mu, Eq. C -2 26.72 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -: 5.18 k 5.13 k Mu, Eq. C4.... 1218 k -ft 0.00 k -ft 0.00 k-ft Vu, Eq. C 2.38 k 2.36 k Deflection Deflections... DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] . Upward 0.0000 in at 0.0000 in at 0.0000 in at na Left 3.032 k 5.192 k 5.192 k 0.0000 ft 0.0000 ft 0.0000 ft (a. Right 3.032 k 5.192 k 5.192 k . Downwa rd . - 0.0603 in at 9.0000ft - 0.1868 in at 9.0000ft - 0.1868 in at 9.0000ft •• • • • Title : Hutchinson Residence Job # Dsgnr: Date: 1:15PM, 20 JAN 11 Description : Scope : Rev: 580009 User: KW- 0607042, Ver5.8.0, 1- Dec -2003 Concrete Rectangular & Tee Beam Design (c)1983 -2003 ENERCALC En!ineering Software Description Concrete Beam B -1 over Family Room Page 2 hutchinson ecw:Calculations Section Analysis Evaluate Moment Capacity... Center X : Neutral Axis 3.595 in a = beta * Xneutral 2.876 in Compression in Concrete 97.784 k Sum [Steel comp. forces] 13.795 k Tension in Reinforcing - 111.600 k Find Max As for Ductile Failure... X- Balanced Xmax = Xbal * 0.75 a -max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As 8.582 in 6.436 in 6.865 in 175.065 k 30.353 k 205.419 k 3.424 in2 1.860 OK Left End 3.595 in 2.876 in 97.784 k 13.795 k - 111.600 k 8.582 in 6.436 in 6.865 in 175.065 k 30.353 k 205.419 k 3.424 in2 0.000 OK Right End 3.595 in 2.876 in 97.784 k 13.795 k - 111.600 k 8.5816 in 6.436 in 6.865 in 175.065 k 30.353 k 205.419 k 3.424 in2 0.000 OK Additional Deflection Calcs Neutral Axis Igross Icracked Elastic Modulus Fr= 7.5 *Pc ^.5 Z:Cracking Eff. Flange Width 4.320 in 3,275.33 in4 883.64 in4 4,030.5 ksi 530.330 psi 119.607 k/in 8.00 in Mcr Ms:Max DL + LL R1 = (Ms:DL +LL) /Mcr Ms:Max DL +LL+ST R2 = (Ms:DL +LL +ST) /Mcr I:eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) 17.03 k -ft 23.37 k -ft 0.729 23.37 k -ft 0.729 1,809.499 in4 1,809.499 in4 ACI Factors (per ACI 318 -02, applied intemally to entered Toads) ACI C -1 & C-2 DL 1.400 ACI C -2 Group Factor 0.750 Add'! "1.4" Facto for Seisl'Ii • • • 1.40g ACI C -1 & C -2 LL 1.700 ACI C -3 Dead Load Factor 0.900 Add"! "0.9 "'Fwtbr=or SeispJc • 0.900 ACI C-1 & C -2 ST 1.700 ACI C -3 Short Term Factor 1.300 ....seismic = ST * : 1.100 • • • • •• •• • • • • • • • • • • •• • • • • • •• • .• • • •••• • • • • •• • • • • • •• • • • • • •� • • Title : Hutchinson Residence Job # Dsgnr: Date: 1:15PM, 20 JAN 11 Description : Scope : Rev: 580009 User: KW- 0807042, Ver5.8.0, 1 -Dec -2003 Concrete Rectangular & Tee Beam Design (c)1983 -2003 ENERCALC Engineering Software Page 1 hutchinson.ecs a :Ca I culations Description Concrete Beam B -1 over Family Room (lateral) General Information Span Depth Width Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 18.00 ft 8.000 in 17.000 in Beam Weight Added Internally f'c 5,000 psi Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top 4 5 2.00in 4 5 6.00 in #1 #2 Rebar @ Left End of Beam... Count Size d' from Top 4 5 2.00 in 4 5 6.00 in #1 #2 Rebar @ Right End of Beam... Count Size 'd from Top #1 4 5 2.00 in #2 4 5 6.00 in Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered Toads to ultimate Toads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load #1 Summary Live Load k Short Term 0.400 k Start 0.000 ft End 18.000 ft Span = 18.00ft, Width= 17.00in Depth = 8.00in Maximum Moment : Mu 26.48 k -ft Allowable Moment : Mn *phi 31.67 k -ft Maximum Shear : Vu 5.60 k Allowable Shear : Vn *phi 12.26 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 3.000 Max. Spacing Not Req'd Not Req'd Max Vu 5.602 3.954 Beam Design OK Maximum Deflection -141640 in •••••• • • • Max Reaction @ Left •' 4.83 k :•„ •. Max Reaction @ Right • 4.83 k • • • • ••••• •••• • 6.000 9.000 12.000 19900 1asi00.fi Not Req'd Not Req'd Not Req'd Not•Iitald.• Not,Fjeq'din 1.977 1.930 1.930 •19Q7• • :5.6 �`: k • •• • • • • • • Bending & Shear Force Summary Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Mn *Phi 31.67 k -ft 31.67 k -ft 31.67 k -ft Vn *Phi 12.26 k 12.26 k Mu, Eq. C -1 7.76 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C 1.64 k 1.63 k Mu, Eq. C -2 26.48 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -: 5.60 k 5.55 k Mu, Eq. : a•••• ••• 26 55 k -ft Vu, Eq. C -< 5.51 k 5.47 k • • • • • Deflection Deflections... . Upward DL + [Bm Wt] 0.0000 in at DL + LL + [Bm Wt] 0.0000 in at DL+LL+ST+[BmWt] 0.0000 in at Reactions... @ Left DL + [Bm Wt]] 1.232 k DL + LL + [Bm Wt] 1.232 k DL + LL + ST + [Bm Wt] 4.832 k 0.0000 ft 0.0000 ft 0.0000 ft a Right 1.232 k 1.232 k 4.832 k Downward . -0.1106 in at 9.0000ft - 0.1106 in at 9.0000ft - 1.4640 in at 9.0000ft Title : Hutchinson Residence Job # Dsgnr: Date: 1:15PM, 20 JAN 11 Description : Scope: Rev: 580009 User: KW -0807042, Ver5.8.0, 1- Dec -2003 Concrete Rectangular & Tee Beam Design (c)1983 -2003 ENERCALC Engineering Software Page 2 hutchinson.ecw:Calcu bons Description Concrete Beam B -1 over Family Room (lateral) Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta * )(neutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced )(max = Xbal * 0.75 a -max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Center 1.665 in 1.332 in 96.237 k 0.000 k - 96.106 k 3.551 in 2.663 in 2.841 in 153.937 k 21.597 k 175.533 k 2.926 in2 2.480 OK Left End 1.665 In 1.332 in 96.237 k 0.000 k - 96.106 k 3.551 in 2.663 in 2.841 in 153.937 k 21.597 k 175.533 k 2.926 in2 0.000 OK Right End 1.665 in 1.332 in 96.237 k 0.000 k - 96.106 k 3.5510 in 2.663 in 2.841 in 153.937 k 21.597 k 175.533 k 2.926 in2 0.000 OK Additional Deflection Calcs �s @..• >`- `Atl�6YiLXF`.r.�s ... - :ski ..zFdD3Mb@*- a.'::. Neutral Axis (gross (cracked Elastic Modulus Fr= 7.5 *fc ^.5 Z:Cracking Z:cracking > 145: Interior Only ! Eff. Flange Width 2.035 in 725.33 in4 188.03 in4 4,030.5 ksi 530.330 psi 171.947 k/in 17.00 in Mcr Ms:Max DL + LL R1 = (Ms:DL +LL) /Mcr Ms:Max DL +LL +ST R2 = (MS:DL +LL +ST) /Mcr I:eff... Ms(DL +LL) Leff__ Ms(DL +LL +ST) 8.01 k -ft 21.75 k -ft 0.369 21.75 k -ft 0.369 214.920 in4 214.920 in4 ACI Factors (per ACI 318 -02, applied intemally to entered loads) ACI C -1 & C -2 DL ACI C-1 & C -2 LL ACI C-1 & C -2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI C -2 Group Factor ACI C-3 Dead Load Factor ACI C -3 Short Term Factor 0.750 Add'l "1.4" Ea dor•for Seisltic • • • • 1.400 0.900 Addi "0.9" 4r 'aGtbr 1 r Seisjnic • 0.900 • • 1.300 • • • • • •••• • • • • •••• • •• • •••• • • •• •• ••1• •• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • Title : Hutchinson Residence Job # Dsgnr: Date: 3:55PM, 27 JAN 11 Description : Scope : Rev: 580000 User: KW- 0607042, Ver5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Square Footing Design Page 1 hutchinson.ecaa: Cal culatrons Check of Foundation under New Columns sateAVWX4k. AMA General Information Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 £I Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 3.000 k 2.000 k 0.000 k 4 0.000 psf 145.00 pcf 1.330 8.00 in Ofe Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy 1.500 ft 12.00 in 3 4 3.250 5,000.0 psi 60,000.0 psi Allowable Soil Bearing 2,500.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program its according to ACI 318-02 C.2 Reinforcing Rebar Requirement Actual Rebar "d" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd 8.500 in 0.0033 0.0000 in2 0.0014 % As to USE per foot of Width Total As Req'd !Min Allow % Reinf 0.259 in2 0.389 in2 0.0014 1.50ft square x 12.Oin thick with 3- #4 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 2,367.22 psf 2,500.00 psf 2,367.22 psf 3,325.00 psf 0.31 k -ft / ft 14.88 k -ft / ft Vu : Actual One -Way Vn *Phi : Allow One -Way Vu : Actual Two -Way Vn *Phi : Allow Two-Way Altemate Rebar Selections... 2 # 4's 2 # 5's 1 #7's 1 #8's Footing OK 0.00 psi , 120.21 pai••• 9 • • • •••• •••• • 2.29 psi • •••••240.42 psi ••• • • • ••/••• •• 'T••# 9's •?••# 1• 0's •• •• • •• • • • • • • •• •• «••• W W 10 s o, -r tlo _1_;_ .=,>( 1 51' I U 4-' (c' lG •• •• • • • • • • • • • • •• • • • • • • • • • • • ••• • • •• • •• • • • • • • • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) ' 62.4949 JUN 2, 7 231 BUILDING ,,� Permit No. 1 ( — P IT APPLICATION Master Permit No. FBC Permit Typ . : UILDING OWNER: N Address: City: Tenant/Lessee Email: le Titlehold Zip: te- Phone #: JOB ADDRESS. City: Folio/P Miami Shores Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or R Contact Phone #: NO mod Zone: Phon- DESIGNER: Architec Zip: Phone #: / Com etency ; Email A Phone #: Value of Work for this Type of Work: CIA 4 Description of Wale: If LtAbe e of Work: eplace ❑Demolition fek. 76,10 0 =� Alteration * * * * * * * * * ** " * * * * * * * * * * * * * * * * * ** *Fees* 6v * * * * * * * ** * * * * * * *x * * * ** - * * * * * * * * * * * ** �a� O Sub ! Permit Fee $ 7s— CCF $ CO/ . $ Sca Radon Fee $ DBPR $ Bond $ Notary $ Training/Education echnology Fee $ Double Fee $ Structural ' 'ew $ CO `b t TOTAL FEE NOW DUE $ I4.30 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 mencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Alss a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s 'n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be oved and , reinspection fee will be charged. Signature Contractor The fo , oin instrument was ackn The foregoing instrument was acknowledged before me this day o . 1LL�Y . , 20 11 , b , J • � �wt�!r ' of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: 411 °.\ x',. Sign: u r lto C. 9'4e i5 VP Sign: ..-'4 i Print: ... e' Print: My Commission Expires: �+�+' �g4 My Commission Expires: .s '1...'.4, APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) • Ohl UMIllt,1111-- MIZTEVM FEB28211 g BY:--- Property Address: 1041 N.E. 96 STREET, EL PORTAL FLORIDA 33138 MR4VEVEIR'S MORMCATICCI • I tansy VThArTHI soutona0Y SURVEY' IS ATRUE *up CORRECT REPASSENTATION WA SURVEY PREMED UNDER MY =Mita TRZCOLOPLIES VCR 'NE AbSSUIR*TECe4CAL STAMM • AS SETFORIK WINE BUTE OP FLORIOASOARS OP PROFESSIONAL LAND SUM ra FLORIDA ROMINISTRATIVE WOE PURSUANT 70 02.027, MORIDAST • SIGNED Al 41 ,,, • ,. tur, MIGUEL ESPNO ) 4:,''.„_• i •4,.. 4 • STATE a Y FLORADA7Kr *w4 IA:UMW-4' FOR THE FIRM PB.M. H45. 5101 nay smuzian42..r PYThiala hACARCath Sahalra AMIE.1a4ATMDMallraZ*W Phata l'ha MR* tO hr,,Thath =0=0 ha **mow= Aso 15•CdfliW401.17Alti UMW. OS' LIMPOZWIthah Yak Notes: NO NOTES MIGUEL ESPINOSA LA SURVEYING INC. 10665 SW 1906 Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX #:(305) 669-3190 LB # 6463 Accepted By Survey: A-16947 PAGE 1 OF 2 ...... *■• • NOT TO SCALE Certified To MARK HUTCHINSON, CLEAR TITLE SERVICES, INC., OLD REPUBLIC NATIONAL TITLE INSURANCE Its'successors and /or assigns as their interest may Appear GENERAL NOTES: tI 2t 3} 4) s3 131 71 a► 9) 10) 11) 12) 13} 14) 15} 16) i t DESCRIPTION PROVIDED BYO EXAMINATION OF THE ABSTRACT OF TI WILL HAVE TO DEMAOEroDETERMINE RECORDED INSTRUMENTS, IF ANY. AFFEC THIS FROP WY. THE LANDS SHOWN HEREON WERE NOT BSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUM BOO NOES HOT SH+ NON ?FE PLAT. THE PURPOSE OF THIS SURVEY IS FOR ' E IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED • R CONSTRUCTION, PERMITTINO, DESIGN, OR ANY OTHER PURPOSE 'WITHOUT THE' 'RtrrEN CONSENT OF M1aUE' ESPINOSA LAND SURVEYING. UNDERGROUND PORTIONS OE FOOTINGS. FDUIJDATIONSOR OTHER IMPROVEMENTS WERE HOT LOCATED. ONLY VISIBLE AND ABOVE GROUND ENG -, • ACHWeNTS LOCATED. WALL TES ARE TO THE FACE OF THE WA FENtE OWNERSHIP NOT DETERMINED. BEARINGS REFERENCED TOLOJE NOTED SBA BOUNDARY SURVEY IAEAMSA DRAWING A 1 /OR GRAPHIC REPRESENTATIONO THE SURVEY WORK PERFORMED IN THE FIELD COULD BE OWN AT A SHOWN SCALE AtamoR NOTTOSC4LE.. NO IDENTIFICATION FOUND ONPRO WAVERS UNLESS NOTED. NOT WOO UNLESS SEALED WITH THE S ING SURVEYORS EMBOSSED SEAL. DIMENSIONS SHOW ARE PLAT AND M' ' RED UNLESS OTHERWISE VW/N. ELEVATIONS IF SHOWN ARE BASED UPON N.G? /.D.1T20 UNLESS OTHERWISE NOTED. THIS IS A B UUN1M. Y SURVEY.UNLESS OT ERW1SE NOTED. Community Number: PanelNumber:0306 Suffix: L Date of Firm Index :09 /11/2009 Flood Zone: X500 B FIAtfl E1 i Date of Field Work: 8/13/2010 Date of Completion: 8/15/2010 THIS BOUNDARY SURVEY HAS EEEN PRE ARED WOO THE excLusivE USE OF II',E ENTITIES NAMED HEREON, THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. l,egal Deacrtu3THE E 1/2 LOT 15,BLOCK 82,OF MIAMI SHORES SECTION NO. 2 AS RECORDED IN PLAT BOOK 10,PAGE 37, COUNTY, FLORIDA. ACCORDING TO THE PLAT THEREOF OF TIIE PUBLIC RECORDS OF MIAMI -DADE Surveyors e E Cleoer I cwr Legend . a GUMBO FEIL 74131M0ASPAWMES r.— SENIWITM 0 107101P10 testedeexo suoc ott 0 Ifrr eatiteie , .- , MA lot' 4 9lste r , z, catt waxmotautivso Bt A+OVRI1'i01 PIt, S6'R. &PRO MK TIE SP. ORAIRRAO KR NOV MOW AV AIRONGGICAG4 r • 4,°.4****., CRAMNANO4ROS AStit..0 A .PM' • r. - ,- q • O 04110FOICE _ f JatiNie Pt> PI IA ...••. NA LOT" =wow NAM IMAM GAG. 410410e ae¢ .• Cat dam'Pase xr.$ JimroSCAL& e MU A.P. PPassEcitapc AT + PJPitYFdk'F. ;;.r .- r.449 PJPOFs1 N ,�,t'PA mi111 1117es1td wawa M *tut BEhrifikover •; • copitIORG 44kcare new L4:::;,..: I dr AO#1ar P. PONV7C,MigETCY P. Pep P1rara.ROMM l►r eala'j���". 'im.2' PRA _WMt0fpa Ji..i1 .r.MltSa H 'AL d ®" N L.'TR t .1aXisTiri lER VV. SOSEMPAKIWRT tti► ,d °aPw R47dl7°QF'�h# r----—".-71 ANTAM a"JM Pi<ATMTQF Spl� WIMP ' S6•Amikd dtr9ldt ak+' rm. pse AlE 1%rrE7•etr of a W. Bqq �C>t arx. yT+RUE>r'1' OW WV rent= �,ati. ctatr ?,& T?03. f Lug alINE mw Ri I!M'OW 0- 4104485 MAE: AIXFOKENNWSSMeteff T' 1I. :I. e WigtOPIGOMEart L E apecumaxsts &M w IfA `mac.. :P. + ��R! ^�r��+ W eaoGf f ausi cciPergriorranst. PAZ t&A s,4G1 rte]' Mgr -Ar .f Lat.E iEQ9to SE !o YOl4' �{ CEViAni nc 1• IMERHHMC5i7Tif•" UP CTHIS 101NOAi¢Vlkk6CV�Y'pBATk'1UEAlt] i Property Address: 1041 N.E. 96 STREET, EL PORTAL FLORIDA 33138 MIGUEL ESPINOSA LAND SUR@VEYING, '�INC. 10665 SW 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740 -3319 FAX #:(305)669 -3190 LB # 6463 _._.. ....... - ACce i ted B. ' COR EOTREP11HSQNTAnON OF ASWAN PRER61aEDi1A1Den Mr mecums :1446$ OOMWJ[9Yovn THE:M914MUM TECNmit)AL. 6TAt1 AO err FORM MYT #IE&ATE OF FLOA 4W RD OF +PROFUSION)* LRAIO• fir 7,I FLORIDA AinetteSTRAME COO EPIJit94Aldi 70472437. MONZA I. E. T ;:1 �.... $ ' ' ?" t . k SIGNED I' : '. FOR THE Mk . v STAT ELF -:"'«'- ;q H 1 1, F'.3lv4. NO MO4 FLOR 41ST WA: ilian'A4i ALW1413P GO4VTWCMICOV1NAri,M Ale H tagiTimvAreD el srAvwc mca,Amatlit 'MI6 IMP xi Nf]7wiso euttuT MC 814114:RIPM AM WM 0443/171% NAR71113W bD9 Ai :WYUifenItY YL'it Survey: A -16947 PAGE 2 OF 2 NORTH SCALE," sj' CHAIN LINK FENCE 0.20' WEST N 00 BLOCK CORNER CHAIN LINN FENCE 0.20' WEST 17540' (R&M) • MID Property Address: 1041 N.E. 96 STREET, EL PORTAL FLORIDA 33I38 idatxOR'S•C84ra A7ryi; I MUM CBRrIPY1TNAirt, ,a0Ut1Datft YSURVEY' 10 vows AM) T RTE AIST ANOR PRUENTATIONOFR SURVEY Polip me t3UN0& RmyRIRSGR1U.Tati.p0MPUE8 NSNA0SETFORTNBY THE AWE OF. F1. 100ABoup oF PROM:WNW. UWDdU94 •: t :�;' �y' la7T .9.nceiroommaI11MI8TAATh1ECoos T04 ?]'.027 PL17W418rr�:. ! ' $ .11 _. PHt6UANT • i1utler L``) iX a SIGNED STATE Hsl FLORIDA FtAtDil Rte pirc 1 �ii�ittL'e normt.20iasnivuri0LAI7I, ., 140.00 000101: 00xa+®arrroAV0104•1:.RATlTD®ctiCx A0er.ft'nuop 0A1EHAPU{tiriroU.i00, 000/6 tNG g131YU1.WUR8DW1G0100100ROJO608 AL OP 'A LIMIOSORUTP0OC11 FOR THE FIRM PAR Na S?OT' Notes: NO NOTES MICUEL ESPINOSA LAN» SURVEYING INC. 10665 SW 1906 Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX # :(305) 669-3190 LB # 6463 Accepted By Survey: A -16947 PAGE 1 OF 2