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1430 NE 101 St (15)
DATE: ( ( (3 0Cp Acknowledged by: FILE RETURNED TO: INITIAL Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PLEASE PRINT TIME: g` ZC9 0f''GJC NAME OF PERSON REQUESTING FILE: 6E ie6 SC P_©f — PHONE #: 306 W YOUR ADDRESS: 1430 OE (ot (' ADDRESS OF FILE REQUESTED: I C OO k3 E 1 0 0 0 INFORMATION REQUESTED: 13 R.Ac-o. F kCoF 71 LI- I understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY • I, /l /C/'4KD D Legal Description: Lot: Applicant c_ v 4.1 , hereby apply I Y for a certificate to re- occupy the single family residence known as : (address) 0 /V. U / (j r`� T , Miami Shores, Florida. Block PB & PG: I hereby certify that I understand that the zoning of the ro e and that it is unlawful for more than one family to reside therein i I also understand that any I use Certificate of Re Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single- famiiv purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on property. Print Name O L Date 8/7 c ********************* x******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Buyer Application Fee (S50) paid: Cash Check No. Fey Inspected by: Comments: /Z4 c Seller l/ Realtor Company Name Approved PAGE I OF 2 Telephone: 30S 7S7 0 (/‘/,& Denied Date CER11r1CATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersi certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that property may be re- occupied by the above applicant for sngle- family residential purpo e s . such THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY M[AMJ SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 ivIIAMII SHORES L AGE, FLORIDA Date of Certification: � ' `? Z. i PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date`k�\S \ah Job Address`N -+h. n . - - \o \ • Tax Folio Legal Description Owner/Lessee / b-4 Owner's Addresses - b'• Ca� `3r+ • Addres.'s■ ���+. �- ..� �- . -- . Contracting State # c- 4 0 5 No %'V% Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address WORK DESCRIPTIO - � -- A� APPROVED: Zoning Mechanical FEES: PERMIT RADON C.C.F. Building Historically Designated: Yes No Master Permit # ‘-\•.'o ° `-`%`b Phone • - S�v'\Phone•`*'" mo S �'� Ins. Co+.1.-EL Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contract or Owner- Builder i air Notary as to Owner and/or Condo President Date Notary as to Co tractor or 0 er- Builder My Commission Expires: My Commissi Electrical ExpiresMARY LUGO Notary Public, State of Florida My Comm. Expires Mar. 28, 1998 No. CC 359710 Bonded Thru Mug Oerrlct Date NOTARY BOND TOTAL DUE Plumbing Engineering 2010 VAN 82WER & WIREN, INC. Miami Shores Village 8/15/97 Direct Cost:Construction Permits renewal 30.00 Checking Blum renewal # 40029 30.00 MEM9ER Village of Miami Shores 10050 NE 2 nd Ave. Miami Shores, FL. 33138 Attn: Building dept. To whom it may concern; Sincerly, Lars Wiren CPCO56838 7 ranfr 60110 creative aquatic concepts 8/15/97 Enclosed please find my permit application and check to renew permit # 40029. The house master permit # was 40048. Once this permit has been updated I would like to schedule the final inspections on the swimming pool. If you have any questions, please call me at (954)- 437 -3217 so that I may clear them up. "Specializing In The Unusual" CP VAN BOWER & WIREN, INC.,19342 N.W. 11th Street, Pembroke Pines, FL 33029 / 13145 S.W. 104th Terrace, Miami, Florida 33186 NATIONAL OPA6 POOL CPC # 056838, Broward 954.437.3217/Broward Fax 954.437.1797/Dade 305.383.7266 / Dade Fax 305.386.1168 /e•mail BVanBoweroaol.com INHTITU TH Date / 2 / ` Job Address f L 3D AF 1.0 / _ClRe Tax Folio Legal Description 6, C /Pk 44 / /93. 50f6 Historically Designated: Yes No (0 m 3 / L e s s e e / T e n a n t / 4 ' 5 4C 4 J 17eL /7(IJIYI Master Permit # j 9v"3 Owner's Address / V 3 d /t.- F_. / d / f 7Z(&t . 74/9 fMWiT Phone 7s 4 - / 34/ Contracting Co,/0 u/te2& /Vg'/L/4 /f ( 2vs-4 .4i(/C . Address A- �6X V /V /9V X4/1 , 3 3'V/ Qualifier / /4537 SS/ SS# Phone O 6 / - 2 76K State # ' � , • Municipal # C o m p e t e n c y # AE C 7 Ins. Co. �e ez Archit ngin Z4,,iii me: Aalt4 t/` Address K& 33 5 W 7/ (/. /u / /mil / . .0/z .(-4 Bonding Company AO- Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION � 11)$ /rrc� /D, 0, a- 50 3e/2 aids el- clack (z ) / /e-f" Z/t/.M )- C(/7 J /ems a P (7/ ( ) ( de. /74 ,c Ji /P. r Square Ft. Estimated Cost (value) ( 'D Q 4° r WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that . work will ie done in compliance with all applicable laws regulating cons do and zoning. Furthermore, I authorize the above -named contr a ctor to do work stated. tary as t" er and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: Commission Expires: APPROVED: Zoning Mechanical JENELL airm MY COMMISSION • CC 344102 , X 21,1985 UndenwAn FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON 1 Building � 1 t c 1X7 Electrical Plumbing Engineering C.C.F. Signatur; of Contrac •r or Owner- Builder Date NOTARY TOTAL DUE ci 3. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF 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. 1. Legal description of property and street address: L.) = 3 %,r .P / fe ft., aI 1/ / a , n?.i3P1' ff :7 J : : 1 , Z�, .y f i�.�� - J — f % 3 �e S .A 4. d'b Sep. s' t �1� �3 • J ! mod' >� 2 „ ;cc •r..T /Je € �/ iii+! 2. Description of improvement: 'G:47 s — ►'. P hU ✓Q-D"� 3. Owner(s) name and address: n7 r' m .-r Interest in property: (su. r,- Name and address of fee simple titleholder: 4. Contractor's name and address: Ca / O'� 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Name and address: /i,/ / / / i -2 75' N. ,c=. n - r f Signature of • ner ,� I Print Owners Name ahr -G' L I k-' '�'' Sworn to and subscribed before me this .1 F d ay of, Notary Public Print Notary's Name L _ c� ! My Commission Expires: fJ /.TA 96R 15°955 1996 APR 15 12:5_ Sir' ?' 7..07:: C.—....;:'.— . .,_ .. \ ..:.. •r. 1 eE° °3•r CE :71P !+:a Pint- is c r: j/ ` : � ;e'."- .,,�; W y hirr' HARV ' R "4 CLE By . 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, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 2 e6ei/ y, Ccu .. 0.0 LITITITT,Tx.r:RtQvc ARY :tBUC STATE 0 i.i•• COMMISSION NO. CC?f .O . COYy, r ,\ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: ,5/m3 t:l, f c• i � 1 7 5 " x . " . . q •? Address: S6, 13 rt.t s r - 3Y3 12101.52 2 ?J r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date • / (o 1' (o Job l Address 1 N L (0) arree 1 Tax Folio I ( ,3 2_0 5 0 V k L-- Legal Description O ' I ( N. kL Historically Designated: Yes No Owner/Lessee / Tenant S ti) cl Z- STr e_ Master Permit # Owner's Address tVwt T ►-LPST 2;cLa,ac, E 1 .1, Geriivoe a. bIv V2 I Phone Contracting Co. b P V a l i t‘ b .) U v `WJ CS Address 4 { S S t 3 SS oc\-J •e--/ e coo .t0 Qualifier Square Ft. Notary as to Own My Commission 5cUrCO GA-4 3 (i-oa .2 s ignature of o. er an or Cond President Date and/or Co or to 1i ate •c ARY PUBLIC STATE OF FLORIDA COMMISSION NC. CC385532 MY COMMISSION EXP. UNE 21 1998 6 FEES: PERMIT e 0 RADON C.C.F. ► NOTARY SS# Phone Li •{ FS - State # IJ ( Pt Municipal # 30 - 3 3 5216 Competency # ,S300303 Ins. Co. Architect/Engineer /IVA- Address /U7A Bonding Company /0 /A Address 10/A, Mortgagor i(///q Address /UM Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION "De Sr,,, a ( ( F) i' O e Estimated Cost (value) Vco WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contr o to do the work state Si tur of Contractor or 0 Aka stoCo 401§19A y� i < : Eder QC STATE OF FLORIDA MMISSION NO. CC385532 MY OMMISSION EXP. JU IE 21,199S 1 Notary My Co er- Builder TOTAL DUE 7 /h S�l�� Date Da APPROVED: Zoning Building g fr [I P Electrical Mechanical Plumbing Engineering Blum Building Contractors, Inc. 275 Northeast 92nd Street Miami Shores, Florida 33138 State Certified Building Contractors CBC 057429 (305) 756 -9321 (fax) 751 -1546 Mr. Frank Lubien Director of Building and Zoning Village of Miami Shores 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Mr. Lubien, This letter is to inform you of our intent to request a variance with regard to the F.E.M.A. requirement for locating air conditioning and pool equipment. As I mentioned on Wednesday (5/15), neither the owners nor the surrounding neighbors wish to have the equipment elevated above grade. Furthermore, the F.E.M.A. booklet (we provided you a copy of the pertinent pages) provides for variances in such cases as we are faced with. In the meantime, we are asking that you continue with the balance of the structural review and zoning portions of our permit application. As you are obviously aware, there is a great deal of work to be done on the house before we get to locating pool and air conditioning equipment. We are trusting that you will allow us to begin the site work and foundation prior to having definitively located the exterior equipment. Your attention in this matter is greatly appreciated. Yours Truly, Robert C. Blum May 16, 1996 Mr. Frank Lubien Director of Building and Zoning 10050 N.E. Second Avenue Miami Shores, Florida 33138 Dear Mr. Lubien, Mr. and Mrs. George Burch 1440 N.E. 101st Street Miami Shores, FL 33138 May 14, 1996 We have no objection to the Blums locating two high efficiency air conditioner condensing units next to their new house, on our side, in accordance with Sheet Al, dated April 10, 1996, by Salow Architects +. Also, we consider a ground level location preferable to an elevated one. Sincerely, 6'7 Mr. Frank Lubien Director of Building and Zoning 10050 N.E. Second Avenue Miami Shores, Florida 33138 Dear Mr. Lubien, Mr. and Mrs. Gunnard Rubini 1420 N.E. 101st Street Miami Shores, FL 33138 May 14, 1996 We have no objection to the Blums locating a high efficiency air conditioner condensing unit next to their new house, on our side, in accordance with Sheet Al, dated April 10, 1996, by Salow Architects +. Also, we consider a ground level location preferable to an elevated one. Sincerely, § 60.4 30, V, and VE on the community's FIRM either (1) Be on the site for fewer than 180 consecutive days, (ii) Be fully licensed and ready for highway use. or (iii) Meet the requirements in para- graphs (b)(1) and (e) (2) through (7) of this section. A recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick disconnect type utilities ' and security devices, and has no per- manently attached additions. (41 FR 46975, Oct. 26, 1976] EDITORIAL NOTE: For FEDERAL REGISTER Ci- tations affecting § 60.3, see the List of Sec- tions Affected in the Finding Aids section of this volume. § 60.4 Flood plain management criteria for mudslide (i.e., mudflow) -prone areas. The Administrator will provide the data upon which flood plain manage- ment regulations shall be based. If the Administrator has not provided suffi- cient data to furnish a basis for these regulations in a particular community, the community shall obtain, review, and reasonably utilize data available from other Federal, State or other sources pending receipt of data from the Administrator. However, when special mudslide (i.e., mudflow) hazard area designations have been furnished by the Administrator, they shall apply. The symbols defining such spe- cial mudslide (i.e., mudflow) hazard designations are set forth in § 64.3 of this subchapter. In all cases, the mini- mum requirements for mudslide (i.e., mudflow) -prone areas adopted by a particular community depend on the amount of technical data provided to the community by the Administrator. Minimum standards for communities are as follows: (a) When the Administrator has not yet identified any area within the community as an area having special mudslide (i.e., mudflow) hazards, but the community has indicated the pres- ence of such hazards by submitting an application to participate in the Pro - gram, the community shall (1) Require permits for all proposed construction or other development in 44 CFR Ch. 1 (10 - 1 - 90 Edition) the community so that it may deter- mine whether development is pro- posed within mudslide (i.e., mudflow) - prone areas; (2) Require review of each permit application to determine whether the proposed site and improvements will be reasonably safe from mudslides (i.e., mudflows). Factors to be consid- ered in making such a determination should include but not be limited to (0 the type and quality of soils, (ii) any evidence of ground water or surface water problems, (iii) the depth and quality of any fill, (iv) the overall slope of the site, and (v) the weight that any proposed structure will impose on the slope; (3) Require, if a proposed site and improvements are in a location that may have mudslide (i.e., mudflow) haz- ards, that (i) a site investigation and further review be made by persons qualified in geology and soils engineer- ing, (ii) the proposed grading, excava- tions, new construction, and substan- tial improvements are adequately de- signed and protected against mudslide (i.e., mudflow) damages, (iii) the pro- posed grading, excavations, new con- struction and substantial improve- ments do not aggravate the existing hazard by creating either on -site or off -site disturbances, and (iv) drain- age, planting, watering, and mainte- nance be such as not to endanger slope stability. (b) When the Administrator has de- lineated Zone M on the community's FIRM, the community shall: (1) Meet the requirements of para- graph (a) of this section; and (2) Adopt and enforce a grading ordi- nance or regulation in accordance with data supplied by the Administrator which (i) regulates the location of foundation systems and utility sys- tems of new construction and substan- tial improvements, (ii) regulates the location, drainage and maintenance of all excavations, cuts and fills and planted slopes, (iii) provides special re- quirements for protective measures in- cluding but not necessarily limited to retaining walls, buttress fills, sub - drains, diverter terraces, benchings, etc., and (iv) requires engineering drawings and specifications to be sub- mitted for all corrective measures, ac- Federal Emergency Management Agency companied by supporting soils engi- neering and geology reports. Guidance may be obtained from the provisions of the 1973 edition and any subse- quent edition of the Uniform Building Code, sections 7001 through 7006, and 7008 through 7015. The Uniform Building Code is published by the International Conference of Building Officials, 50 South Los Robles, Pasade- na, California 91101. [41 FR 46975, Oct. 26, 1976. Redesignated at 44 FR 31177, May 31, 1979, and amended at 48 FR 44552, Sept. 29, 1983; 49 FR 4751, Feb. 8, 1984] § 60.5 Flood plain management criteria for flood- related erosion -prone areas. The Administrator will provide the data upon which flood plain manage- ment regulations for flood - related ero- sion- prone areas shall be based. If the Administrator has not provided suffi- cient data to furnish a basis for these regulations in a particular community, the community shall obtain, review, and reasonably utilize data available from other Federal, State or other sources, pending receipt of data from the Administrator. However, when special flood - related erosion hazard area designations have been furnished by the Administrator they shall apply. The symbols defining such special flood - related erosion hazard designa- tions are set forth in § 64.3 of this sub- chapter. In all cases the minimum re- quirements governing the adequacy of the flood plain management regula- tions for flood - related erosion -prone areas adopted by a particular commu- nity depend on the amount of techni- cal data provided to the community by the Administrator. Minimum stand- ards for communities are as follows: (a) When the Administrator has not yet identified any area within the community as having special flood -re- lated erosion hazards, but the commu- nity has indicated the presence of such hazards by submitting an appli- cation to participate in the Program, the community shall (1) Require the issuance of a permit for all proposed construction, or other development in the area of flood- relat- ed erosion hazard, as it is known to the community; § 60.6 (2) Require review of each permit application to determine whether the proposed site alterations and improve- ments will be reasonably safe from flood - related erosion and will not cause flood - related erosion hazards or otherwise aggravate the existing flood - related erosion hazard; and (3) If a proposed improvement is found to be in the path of flood- relat- ed erosion or to increase the erosion hazard, require the improvement to be relocated or adequate protective meas- ures to be taken which will not aggra- vate the existing erosion hazard (b) When the Administrator has de- lineated Zone E on the community's FIRM, the community shall (1) Meet the requirements of para- graph (a) of this section; and (2) Require a setback for all new de- velopment from the ocean, lake, bay, riverfront or other body of water, to create a safety buffer consisting of a natural vegetative or contour strip. This buffer will be designated by the Administrator according to the flood - related erosion hazard and erosion rate, in conjunction with the anticipat- ed "useful life" of structures, and de- pending upon the geologic, hydrologic, topographic and climatic characteris- tics of the community's land. The buffer may be used for suitable open space purposes, such as for agricultur- al, forestry, outdoor recreation and wildlife habitat areas, and for other activities using temporary and porta- ble structures only. [41 FR 46975, Oct. 26, 1976. Redesignated at 44 FR 31177, May 31, 1979, and amended at 48 FR 44552, Sept. 29, 1983: 49 FR 4751, Feb. 8, 1984] § 60.6 Variances and exceptions. (a) The Administrator does not set forth absolute criteria for granting variances from the criteria set forth in i§ 60.3, 60.4, and 60.5. The issuance of a variance is for flood plain manage- ment purposes only. Insurance premi- um rates are determined by statute ac- cording to actuarial risk and will not be modified by the granting of a vari- ance. The community, after examining the applicant's hardships, shall ap- prove or disapprove a request. While the granting of variances generally is § 60.6 limited to a lot size less than one -half acre (as set forth in paragraph (a)(2) of this section), deviations from that limitation may occur. However, as the lot size increases beyond one -half acre, the technical justification required for issuing a variance increases. The Ad- ministrator may review a community's findings justifying the granting of var- iances, and if that review indicates a pattern inconsistent with the objec- tives of sound flood plain manage- ment, the Administrator may take ap- propriate action under § 59.24(b) of this subchapter. Variances may be issued for the repair or rehabilitation of historic structures upon a determi- nation that the proposed repair or re- habilitation will not preclude the structure's continued designation as a historic structure and the variance is the minimum necessary to preserve the historic character and design of the structure. Procedures for the granting of variances by a community are as follows: (1) Variances shall not be issued by a community within any designated reg- ulatory floodway if any increase in flood levels during the base flood dis- charge would result; (2) Variances may be issued by a community for new construction and substantial improvements to be erect- ed on a lot of one -half acre or less in size contiguous to and surrounded by lots with existing structures construct- ed below the base flood level, in con- formance with the procedures of para- graphs (a) (3), (4). (5) and (6) of this section; (3) Variances shall only be issued by a community upon (i) a showing of good and sufficient cause, (ii) a deter- mination that failure to grant the variance would result in exceptional hardship to the applicant, and (iii) a determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public ex- pense, create nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or or- dinances; (4) Variances shall only be issued -upon a determination that the vari- =ance is the minimum necessary, con- 268 44 CFR Ch. 1 (10 -1 -90 Edition) sidering the flood hazard, to afford relief; (5) A community shall notify the ap- plicant in writing over the signature of a community official that (i) the issu- ance of a variance to construct a struc- ture below the base flood level will result in increased premium rates for flood insurance up to amounts as high as $25 for $100 of insurance coverage and (ii) such construction below the base flood level increases risks to life and property. Such notification shall be maintained with a record of all variance actions as required in para- graph (a)(6) of this section; and (6) A community shall (i) maintain a record of all variance actions, includ- ing justification for their issuance, and (ii) report such variances issued in its annual or biennial report submitted to the Administrator. (7) Variances may be issued by a community for new construction and substantial improvements and for other development necessary for the conduct of a functionally dependent use provided that (i) the criteria of paragraphs (a)(1) through (a)(4) of this section are met, and (ii) the struc- ture or other development is protected by methods that minimize flood dam- ages during the base flood and create no additional threats to public safety. (b)(1) The requirement that each flood- prone, mudslide (i.e., mudflow)- prone, and flood - related erosion prone community must adopt and submit adequate flood plain management reg- ulations as a condition of initial and continued flood insurance eligibility is statutory and cannot be waived, and such reguiations shall be adopted by a community within the time periods specified in §§ 60.3, 60.4 or § 60.5. How- ever, certain exceptions from the standards contained in this subpart may be permitted where the Adminis- trator recognizes that, because of ex- traordinary circumstances, local condi- tions may render the application of certain standards the cause for severe hardship and gross inequity for a par- ticular community. Consequently, a community proposing the adoption of flood plain management regulations which vary from the standards set forth in §§ 60.3, 60.4, or § 60.5, shall explain in writing to the Administra- Federal Emergency Management Agency tor the nature and extent of and the reasons for the exception request and shall include sufficient supporting eco- nomic, environmental, topographic, hydrologic, and other scientific and technical data, and data with respect to the impact on public safety and the environment. (2) The Administrator shall prepare a Special Environmental Clearance to determine whether the proposal for an exception under paragraph (b)(1) of this section will have significant impact on the human environment. The decision whether an Environmen- tal Impact Statement or other envi- ronmental document will be prepared, will be made in accordance with the procedures set out in 44 CFR Part 10. Ninety or more days may be required for an environmental quality clearance if the proposed exception will have sig- nificant impact on the human environ- ment thereby requiring an EIS. (c) A community may propose flood plain management measures which adopt standards for floodproofed resi- dential basements below the base flood level in zones A1-30, AH, AO, and AE which are not subject to tidal flooding. Nothwithstanding the re- quirements of paragraph (b) of this section the Administrator may ap- prove the proposal provided that: (1) The community has demonstrat- ed that areas of special flood hazard in which basements will be permitted are subject to shallow and low velocity flooding and that there is adequate flood warning time to ensure that all residents are notified of impending floods. For the purposes of this para- graph flood characteristics must in- clude: (i) Flood depths that are five feet or less for developable lots that are con- tiguous to land above the base flood level and three feet or less for other lots; (ii) Flood velocities that are five feet per second or less; and (iii) Flood warning times that are 12 hours or greater. Flood warning times of two hours or greater may be ap- proved if the community demonstrates that it has a flood warning system and emergency plan in operation that is adequate to ensure safe evacuation of flood plain residents. 269 § 60.6 (2) The community has adopted flood plain management measures that require that new construction and substantial improvements of resi- dential structures with basements in zones A1-30, AH, AO, and AE shall: (i) Be designed and built so that any basement area, together with attend- ant utilities and sanitary facilities below the floodproofed design level, is watertight with walls that are imper- meable to the passage of water with- out human intervention. Basement walls shall be built with the capacity to resist hydrostatic and hydrodynam- ic loads and the effects of buoyancy resulting from flooding to the flood - proofed design level, and shall be de- signed so that minimal damage will occur from floods that exceed that level. The floodproofed design level shall be an elevation one foot above the level of the base flood where the difference between the base flood and the 500 -year flood is three feet or less and two feet above the level of the base flood where the difference is greater than three feet. (ii) Have the top of the floor of any basement area no lower than five feet below the elevation of the base flood; (iii) Have the area surrounding the structure on all sides filled to or above the elevation of the base flood. Fill must be compacted with slopes pro- tected by vegetative cover; (iv) Have a registered professional engineer or architect develop or review the building's structual design, specifi- cations, and plans, including consider- ation of the depth, velocity, and dura- tion of flooding and type and perme- ability of soils at the building site, and certify that the basement design and methods of construction proposed are in accordance with accepted standards of practice for meeting the provisions of this paragraph; (v) Be inspected by the building in- spector or other authorized represent- ative of the community to verify that the structure is built according to its design and those provisions of this sec- tion which are verifiable. [41 FR 46975, Oct. 26, 1976. Redesignated at 44 FR 31177, May 31, 1979, and amended at 48 FR 44543 and 44552, Sept. 29, 1983; 49 FR 4751, Feb. 8, 1984; 50 FR 36025, Sept. 4. FLOOD DAMAGE PREVENTION § 8.5 -5 (6) To help maintain a stable tax base by providing for the sound use and development of flood prone areas in such a manner as to minimize flood blight areas, and; (7) To insure that potential home buyers are notified that prop- erty is in a flood area. (Ord. No. 555, Art. 1, § D, 12- 15 -92) Sec. 8.5.5. Definitions. Unless specifically defined below, words or phrases used in this chapter shall be interpreted so as to give them the meaning they have in common usage and to give this chapter its most reason- able application. Addition (to an existing building) means any walled and roofed expansion to the perimeter of a building in which the addition is connected by a common load - bearing wall other than a fire wall. Any walled and roofed addition which is connected by a fire wall or is separated by independent perimeter load - bearing walls is new construction. AppeaLmeans,.ax c t eg_ or a variance or a review of h ink • • • _ • • • • • ..- . ... - � .•- • .- 1 - the Mia l _ i_ShorgS Vi11aP nena'tmenta uilangaancL.Z.ontng_ Area of shallow flooding means a designated VO Zone on a community's Flood Insurance Rate Map (FIRM) with base flood depths from one (1) to three (3) feet where a clearly defined channel does not exist, where the path of flooding is unpredictable and indeterminate, and where velocity flow may be evident. Area of special flood hazard is the land in the floodplain within a community subject to a one (1) percent or greater chance of flooding in any given year., Base flood means the flood having a one (1) percent chance of being equaled or exceeded in any given year. Basement means that portion of a building having its floor sub- grade (below ground level) on all sides. Breakaway wall means a wall that is not part of the structural support of the building and is intended through its design and Supp. No. 9 507 ?,t Supp. No. 9 FLOOD DAMAGE PREVENTION § 8.5 -5 foundations or the erection of temporary forms; nor does it in- clude the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main building. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building. Structure means a walled and roofed building that is princi- pally above ground, a manufactured home, a gas or liquid storage tank, or other manmade facilities or infrastructures. Substantial damage means damage of any origin sustained by a structure whereby the cost of restoring the structure to its be- fore damaged condition would equal or exceed fifty (50) percent of the market value of the structure before the damage occurred. Substantial improvement means any combination of repairs, reconstruction, alteration, or improvements to a building, taking place during a one -year period, in which the cumulative cost equals or exceeds fifty (50) percent of the market value of the structure prior to the improvement. The market value of the building should be (1) the appraised value of the structure prior to the start of the initial repair or improvement, or (2) in the case of damage, the value of the structure prior to the damage occurring. This term includes structures which have incurred "substantial damage," regardless of the actual repair work performed. For the purposes of this definition, "substantial improvement" is considered to occur when the first alteration of any wall, ceiling, floor, or other struc- tural part of the building commences, whether or not that alter- ation affects the external dimensions of the building. The term does not, however, include any project for improvement of a building required to comply with existing health, sanitary, or safety code specifications which have been pre - identified by the code enforcement official and which are solely necessary to assure safe living conditions. 30 year setback means a distance equal to thirty. (30) times the average annual long term recession rate at a site, measured from the reference feature. arianc • i a • an map r, w hic rgmits_cor ru ien in a man nPre � �Aro- 511 § 8.5 -5 MIAMI SHORES VILLAGE CODE hibited by this chanter whPrP_s, n necessa ryJi.ards bjp- Zone of imminent collapse means an area subject to erosion adjacent to the shoreline of an ocean, bay, or lake and within a distance equal to ten (10) feet plus five (5) times the average annual long -term erosion rate for the site, measured from the reference feature. (Ord. No. 555, Art. 2, 12- 15 -92) - _ ,I - - • • .• Sec. 8.5-6. Lands to which this chapter applies. This chapter shall apply to all areas of special flood hazard within the jurisdiction of Miami Shores Village, Florida. (Ord. No. 555, Art. 3, § A, 12- 15 -92) Sec. 8.5 -7. Basis for establishing the areas of special flood hazard. The areas of special flood hazard identified by the Federal Emer- gency Management Agency in its Florida Insurance Study dated November 4, 1987 with accompanying maps and other supporting data, and any revision thereto, are adopted by reference and de- clared to be a part of this chapter. (Ord. No. 555, Art. 3, § B, 12- 15 -92) Sec. 8.5-8. Establishment of development permit. A development permit shall be required in conformance with the provision of this chapter prior to the commencement of any development activities. (Ord. No. 555, Art. 3, § C, 12- 15 -92) Sec. 8.5 -9. Compliance. No structure or land shall hereafter be located, extended, con- verted or structurally altered without full compliance with the terms of this chapter and .other applicable regulations. (Ord. No. 555, Art. 3, § D, 12- 15 -92) Supp. No. 9 512 FLOOD DAMAGE PREVENTION § 8.5 -13 Sec. 8.5-10. Abrogation and greater restrictions. This chapter is not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where this chapter and another conflict or overlap, •whichever imposes the more stringent restrictions shall prevail. (Ord. No. 555, Art. 3, § E, 12- 15 -92) Sec. 8.5.11. Interpretation. In the interpretation and application of this chapter all provi- sions shall be: (1) considered as minimum requirements; (2) lib- erally construed in favor of the governing body, and; (3) deemed neither to limit nor repeal any other powers granted under state statutes. (Ord. No. 555, Art. 3, § F, 12- 15 -92) Sec. 8.5.12. Warning and disclaimer of liability. The degree of flood protection required by this chapter is con- sidered reasonable for regulatory purposes and is based on scien- tific and engineering consideration. Larger floods can and will occur on rare occasions. Flood heights may be increased by man- made or natural causes. This chapter does not imply that land outside the areas of special flood hazard or uses permitted within such areas will be free from flooding or flood damages. This chapter shall not create liability on the part of Miami Shores Village or by any officer or employee thereof for any flood damages that result from reliance on this chapter or any administrative decision law- fully made thereunder. (Ord. No. 555, Art. 3, § G, 12- 15 -92) Sec. 8.5 -13. Penalties for violation. Supp. No. 9 513 Violation of the provisions of this chapter or fai iii— to eornpLy( with any of its requirements, including violation of conditions and safeguards established in connection with grants of variance' or special exceptions, shall constitute a misdemeanor. Any person who violates this chapter or fails to comply with any of its re quirements shall, upon conviction thereof, be fined not more tha five hundred dollars ($500.00) or imprisoned for not more tha s or both,,_and in adds..,' ion, shall pay all costs an § 8.5 -13 MIAMI SHORES VILLAGE CODE xpenses frivol eci =rnhe case. ach day such violation continues hall be considered a separate offense. Nothing herein contained hall prevent Miami Shores Village from taking such other lawf actions as is necessary to prevent or remedy any violation Ord. No. 555, ArtA H 12-15-92) Secs. 8.5- 14- 8.5 -19. Reserved. ARTICLE II. ADMINISTRATION Sec. 8.5 -20. Designation of local administrator. The Director of Miami Shores Village Building and Zoning De- partment, hereinafter referred to as director, is hereby appointed to administer and implement the provisions of this chapter. (Ord. No. 555, Art. 4, § A, 12- 15 -92) Sec. 8.5 -21. Permit procedures. Application for a development permit shall be made to the di- rector, building and zoning department, on forms furnished by him or her prior to any development activities, and may include, but not be limited to, the following plans in duplicate drawn to scale showing the nature, location, dimensions, and elevations of the area in question; existing or proposed structures, earthen fill, storage of materials or equipment, drainage facilities, and the location of the foregoing. Specifically, the following information is required: (1) Application stage. a. Elevation in relation to mean sea level of the proposed lowest floor (including basement) of all buildings; b. Elevation in relation to mean sea level to which any nonresidential building will be flood - proofed; c Certificate from a registered professional engineer or architect that the nonresidential flood - proofed building will meet the flood- proofing criteria in section 8.5- 32(2); Supp. No. 9 514 shall make the necessary interpretation. The person con- testing the location of the boundary shall be given a rea- sonable opportunity to appeal the interpretation as pro - vided in this article. (11) When base flood elevation data have not been provided in accordance with section 8.5 -7, then the director shall ob- tain, review and reasonably utilize any base flood eleva- tion data available from a federal, state or other source, in order to administer the provisions of Article III. (12) All records pertaining to the provisions of this chapter shall be maintained in the office of the director and shall be open for public inspection. (Ord. No. 555, Art. 4, § C, 12- 15 -92) Secs. 8.5-23-8.5-30. Reserved. Sec. 8.5 -31. General standards. In all areas of special flood hazard the following provisions are required: (1) New construction and substantial improvements shall be anchored to prevent flotation, collapse or lateral movement of the structure; (2) New construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage; (3) New construction or substantial improvements shall be con - structed by methods and practices that minimize flood damage; 04) Electrical, heating, ventilation, plumbing air conditioning equipment, and other service facilities shall be designed and/or located so as to prevent water from entering or ac- ry Supp. No. 9 FLOOD DAMAGE PREVENTION § 8.5 -31 ARTICLE III. PROVISIONS FOR FLOOD HAZARD REDUCTION 517 § 8.5 -31 MIAMI SHORES VILLAGE CODE cumulating within the com oneants,,, cQ d' ions of > floodin"`�' (5) New and replacement water supply systems shall be de- signed to minimize or eliminate infiltration of floodwaters into the system; (6) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwa- ters into the systems and discharges from the systems into flood - waters; (7) On -site waste disposal systems shall be located and con- structed to avoid impairment to them or contamination from them during flooding; (8) Any alteration, repair, reconstruction or improvements to a building which is in compliance with the provisions of this chapter, shall meet the requirements of "new construction" as contained in this chapter; and (9) Any alteration, repair, reconstruction or improvements to a building which is not in compliance with the provisions of this chapter, shall be undertaken only if said nonconfor- mity is not furthered, extended, or replaced. (Ord. No. 555, Art. 5, § A, 12- 15 -92) Sec. 8.5 -32. Specific standards. In all areas of special flood hazard where base flood elevation data have been provided, as set forth in section 8.5 -7, or section 8.5- 22(11), the following provisions are required: (1) Residential construction. New construction or substantial improvement of any residential building shall have the lowest floor, including ,basement elevated no lower than one (1) foot above the base flood elevation. Should solid foundation perimeter walls be used to elevate a structure, openings sufficient to facilitate the unimpeded movements of flood waters shall be provided in accordance with stan- dards of subsection (3) of this section. (2) Nonresidential construction. New construction or substan- tial improvement of any commercial, industrial, or nonres- Supp. No. 9 518 1. COMMUNITY NUMBER 120652 _ 2. PANEL NUMBER 0093 3. SUFFIX J. 4. DATE OF FIRM INDEX 3/2/94 5. FIRM ZONE VE - 6. BASE FLOOD ELEVATION (in AO Zones. use depth) 11.00 . ELEVATION CERTIFICATE 4',rrr 'l) 0.M.13. No30 i 099 FEDERAL EMERGENCY MANAGEMENT AGENCY 5 33"YL,S' rJn, NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and /or to support a request for Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER BUILDING OWNER'S NAME Blum Buildong Contractors, Inc. 96 -797 STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 1430 N.E. 101st St. OTHER DESCRIPTION (Lot and Block Numbers, etc.) Lot 6, Block 1, P.B. 56, Page 86, D.C., F1. CITY Miami Shores SECTION A PROPERTY INFORMATION Provide the following from the proper FIRM (See Instructions): STATF ZIP CODE Florida 33138 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): © NGVD 29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:' ! 1 I ! ! ( I feet NGVD (or other FIRM datum —see Section B, Item 7)_ SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _L. 2(a). FIRM Zones Al -A30, AE, AEI, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I 11 U feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of ! I 1 1 1 J feet NGVD (or other FIRM datum —see Section 8, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LL1 J feet above J or below (check one) the highest grade adjacent to the building. • (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is W J feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level; elevated in acccreance with the community's floocplain management ordinance? ❑ Yes n No [_; Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: NGVD '29 El Other (describe under Comments on Page 2). (NOTE: if the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes 3 No (See Instructions on Page 4) 5. The.reference level elevation is based on: actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 1 1 1 s 31 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I 1 I I J feet NGVD (or other FIRM datum —see Section B, Item 7). - 2. Date of the start of construction or substantial improvement FEMA Form 81 -31 MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION CERTIFIERS NAME MARK M. KRAJNIK TITLE Land Surveyor SECTION E CERTIFICATION f This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non - breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER (or Affix Seal) F1. #3371 COMPANY NAME Blanco, Danial & Assoc. Inc. ADDRESS CITY STATE '555 North Drive Miami Beach Florida PHONE SIGNATURE 9 (305) 865 -1200 Copies should. 46 made of this Certif for: 1) community official, 2) insurance agent/company, and 3) building owner. ZIP 33141 COMMENTS• Crown of the road elevation: 5.02' Garage Floor Elev. 8.50' DCBM #N- 318 /Elev. 7.70' BASE FLGOD ELEVATION A ZONES ON SLAB V ZONES ! REFERENCE ADAAZENT LEVEL GRADE WITH BASEMENT ON PILES, PIERS, OR COLUMNS REFERENCE LEVEL REFERENCE LEVEL `• AWACE�T:. • GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 THE NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE PURPOSE OF THE ELEVATION CERTIFICATE • The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt a floodplain management ordinance containing certain minimum requirements intended to reduce future flood losses. One such requirement is that the community "obtain the elevation of the lowest floor (including basement) of all new and substantially improved structures, and maintain a record of all such information." The Elevation Certificate is one way for a community to comply with this requirement. The Elevation Certificate is also required to properly rate post -FIRM structures, which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), for flood insurance in FIRM Zones A1-A30, AE, AO, AH, A (with Base Flood Elevations [ BFE's)), V1 -V30, VE, and V (with BFE's). In addition, the Elevation Certificate is also needed for pre -FIRM structures being rated under post -FIRM flood insurance rules. Use of this certificate does not in any way alter the flood insurance purchase requirement. The Elevation Certificate is only used to provide information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper flood insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Only a LOMA or LOMR from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the Federal requirement for a lending institution to require the purchase of flood insurance. Note that the lending institution may still require flood insurance. This certificate is only used to certify the elevation of the reference level of a building. If a non - residential building is being floodproofed, then a Floodproofing Certificate must be completed in addition to certifying the building's elevation. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate is to be completed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1-A30, AE, AH, A (with BFE's), V1 -V30, VE, and V (with BFE's) is required. Community officials who are. authorized by local law or ordinance to provide floodplain management information may also complete this form. For Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may also provide the information on this certification. SECTION A Property Information The Elevation Certificate identifies the building, its owner and its location. Provide the building owner's name(s), the building's complete street address, and lot and block number. If the property address is a rural route or PO bcx number, provide a legal description or an abbreviated location description based on distance from a reference point. SECTION B Flood Insurance Rate Map Information In order to properly complete the Elevation Certificate, it is necessary to locate the building on the appropriate FIRM; and record the appropriate information. To obtain a FIRM, contact the community or call 1 -800- 333 -1363. The Elevation Certificate may be completed based on either the FIRM in effect at the time of the certification or the FIRM in effect when construction of the building was started. Items 1 - 6. Using the FIRM Index and the appropriate FIRM panel for the community, record the community number, panel (or page) number, suffix, and Index date. From the appropriate FIRM panel, locate the property and record the zone and the BFE (or flood depth number) at the building site. BFE's are shown on a FIRM for Zones A1-A30, AE, AH, V1 -V30, and VE; flood depth numbers are shown for Zone AO. Item 7. Record the vertical datum system to which the elevations on the applicable FIRM are referenced. The datum is specified in the upper right corner of the title block of the FIRM. Item 8. In A or V Zones where BFE's are not provided on the FIRM, the community may have established BFE's based on data from other. sources. For subdivisions and other development greater than 50 lots or 5 acres, establishment of BFE's is required by community floodplain management ordinance. When this is the case, complete this item. Page 3 SECTION C Building Elevation Information Item 1. The Elevation Certificate uses a building's reference level as the point for measuring its elevation. Pages 5 and 6 of this Elevation Certificate package contain a series of eight dragrams of various building types that are to be used to help determine the reference level. Choose the diagram that best represents this building, record the diagram number, and use the indicated reference level to measure the elevation as requested in Items 2a-d. Item 2. Depending on the property location's FIRM Zone, complete Item 2a, 2b, 2c, or 2d. Use the reference level shown in the appropriate building diagram as the point of measurement As shown in the diagram on the back of the Certificate, for all A Zones, the elevation should be measured at the top of the reference level floor. For all V Zones, the elevation should be measured at the bottom of the lowest horizontal structural member of the reference level floor. Reporting of elevations in Items 2a and 2b should be to the nearest tenth of a foot, or alternatively, unless prohibited by state or local ordinance, the reference level elevation may be "rounded down" to the nearest whole foot ( "rounding up" is prohibited). Item 2(a). For structures located in FIRM Zones A1-A30, AE, AH, and A (with BFE's), record the elevation (to the nearest tenth of a foot) of the top of the floor identified as the reference level in the applicable diagram. Item 2(b). For structures located in FIRM Zones V1 -V30, VE, and V (with BFE's), record the elevation (to the nearest tenth of a foot) of the bottom of the lowest horizontal structural member of the floor identified as the reference level in the applicable diagram . Item 2(c). For structures located in FIRM Zone A (without BFE's), record the height (to the nearest tenth of a foot) of the top of the floor indicated as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. Item 2(d). For structures located in FIRM Zone AO, the FIRM will show the base flood depth. For locations in FIRM Zone AO record the height (to the nearest tenth of a foot) of the top of the floor identified as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. For post -FIRM buildings, the community's floodplain management ordinance requires that this value equal or exceed the base flood depth provided on the FIRM. For those few communities where this base flood depth is not available, the community will need to determine if the lowest floor is elevated in accordance with their floodplain management ordinance. Item 3. Record the vertical datum system used in identifying the reference level elevations for all buildings. If the datum used in measuring the elevations is different than that used on the FIRM, then convert the elevations in Items 2a-d to the datum used on the FIRM, and show the conversion equation under the Comments section on Page 2. Item 4. Indicate if the elevation reference mark used appears on the FIRM. Reference marks other than those shown on the FIRM may be used for elevation determinations. In areas experiencing ground subsidence, the most recently adjusted reference mark elevations must be used for reference level elevation determinations. Item 5. Indicate 11 the reference level used in making the elevation measurement is based on actual construction or construction drawings. Construction drawings should only be used 11 the building does not yet have the reference level floor in place, in which case the Elevation Certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate will be needed once construction is complete. Item 6. Record the elevation measurement of the lowest grade adjacent to the building (to the nearest tenth of a foot). Adjacent grade is defined as the elevation of the ground, sidewalk patio, deck support, or basement entryway immediately next to the structure. This measurement should be to the nearest tenth of a foot if this Certificate is being used to support a request for a LO NLOMR. Item 2. Enter date. These terms are defined by local ordinance. SECTION D Community Information Page 4 Completion of this section may be required by the community in order to meet the minimum floodplain management requirements of the NFIP. Otherwise, completion of this section is not required. Item 1. The community's floodplain management ordinance requires elevation of the building's "lowest floor" above the BFE. For the vast majority of building types, the reference level and the lowest floor will be the same. If the community determines that there is a discrepancy, record the elevation of the lowest floor. SECTION E Certification Complete as indicated. The Elevation Certificate may only be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1-A30, AE, AH, A (with BFE's), V1 -V30, VE, and V (with BFE's) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information may also sign this certification. In the case of Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may sign this certification. Certification is normally to the information provided in Sections B and C. If the certifier is unable to certify to the selection of reference level diagram 6, 7 or 8 (Section C, Item 1), e.g., because of difficulty in obtaining construction or building use information needed to determine the Distinguishing Feature(s), the certifier must list the Feature(s) excluded from the certification under Comments on Page 2. The diagram number used for the Reference level must still be entered in Section C, Item 1. s OUP 4 FIPo Found Iran Plea Per MT1 /T5•r cop r NH• al ton f T 1�1� LOOPS p • 4...04.Ne....4 0000. EU14VITON7 SEAL • REVISED: Yon a °U ! IN• {�. sti es o a4' � (era) ( 15•Ii 31'' MIN • td;J• • d • NPt .b ` 3 . new 0.41 • 141.4 . .p 1 • • • Esaaelore Wei 04 pow 4 - Q • Klee. 770 leGV Marna Locator TUdaz 8 I'>t)NdilETb: �a:T NOSIMSACS (* w N0TE8 LI LE93 OTHLAWISE21405444. THE Fouowl s (TOTES AP . 1) Nww 4 4n &wad ured e. b 00.00400440 ‘044441.44 n 4 2) edes•g.. 4s. n shown are Osseo on 941 404 .tb7Ve hnoo. oaN 004 wl 4. 001 &baed rar Ew nb p ea. Of am 40 01 emcumbeuwea aol 8I.o(n oA ew Oil an I00 & Imt Os Mown q1 nb 4) Uowrw •sma potion. d . Faun4aloro a pra odour Im• bare _ d- W Ebrala a ere Nybne10444)eac 04404494)). W Oot . AM OR to M Car.tew p 04 rb..4• aw tan a sou 1sw. d auAC eie :sarfela rit Ere W el 0110ED rtiira size F9. -r' . 144 . tpollfl .43 otao- 2 U • H oia•••rlanasu•rg0 No 3371 • Ce ..4 • L O C A T.I O N SKETCH SCALE; N T 4 I Q O oAiC - 60All: Survey tore Blum Building Contractora.'Inc.. 1430 N.B. 301st 6t. Miami shores, Florida 33138. (.41 1, 0009 I344.,,cisalrPTI411 s• plrndMla ly Clldell LEGAL OESORIPTIO* LOT BLOCK 1. OP PRPT.A? 08 TRACT A OF MTANI MORES BAY PARK RS?ATf Bubdlvislon ' ACC01101M07O THS PLAT THEREOF AS RECOROEO IN PLAT SOOILL4-_ AT PACK! 86 _ OF THE moue 749001,08 OF PA06 COUHTv. PWRIOA. 1 tuma C14I1 V tam nut w nano oa.r -ems Mw.w, owe n. no. 4a oawwu..quvgwrt. adop144 sell. (TATS DP 21On10A Saud 6448 4 op 5440000.4.4 Rondo Seal.* .44.027 .•w. 45004 4n .o .o430.d..... ..seam= 00055 an M. 544 41,104•. .541141•24 GM[• W. es Oa.) Mown • NARK 14• KRAJNTK BLANCO, DANIAL & ASSOC. INC. • _Una iury yae • 91100.0* 4100.AUrora 8t. (Mailing Address) Coral. Cables P1. 53146 555 N. Shore Or. Salt 8 Ilia. Beach Fl. 33(41 ( 05) 06' -1200 Fax 305 865 -7810 DATEi 3/2/94 BARB:10 -u U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HOUSING— FEDERAL HOUSING COMMISSIONER TERMITE SOIL TREATMENT GUARANTEE PURPOSE: FHA Form 2052/VA Form 26 -8375 is submitted for proposed construction cases when soil treatment is specified by the builder or required by the FHA or the VA. It provides a.uniform guarantee of termite soii treatment and assures the homeowner that the chemicals used, their concentration, and method and rate of application comply with all applicable FHA standards. PREPARATION: The builder completes this form. An original and two copies are prepared and sent to the mortgagee upon completion of the soil poisoning work. The mortgagee sends one copy to the local FHA insuring office or VA office prior to final inspection, where it is filed in the case binder. The original and one copy are retained by the mortgagee who provides the mortgagor with the original at closing. Form 2052/26 -8375 is "headed in" by the builder with the FHA /VA case number, street address o he property, legal description of the property, name of the city and state. The lower portion of the form is filled in w ;!--. :he date of treat- ment; applicator's firm name, signature, title and date; license number of the applicator, when a license is retired by state regulations; builder's firm name, signature, title of person signing and date of signing; chemical :;.d, percent of concentration of the chemical in solution; and method used -- soil mixed, rodded, pressure sprayed, etc. LOCATION OF PROPERTY (Street Address, City and State) /e43 0 4).E /0/ cS� . , / / A M/, F 33/3/ LEGAL DESCRIPTION OF PROPERTY The undersigned build( r, his successors or assigns, does hereby guarantee to the mortgagor, his successors or assigns, that the soil has been treated on the above - designated property and that the chemical treatment, its con- centration, rate, method, and location complies in every respect with the current stan Administration as contained in its Minimum Property Standards for One and Two Livi, The builder hereby agrees that, if termite infestation should occur within a period of' ment in the building on the designated property, without cost to the mortgagor he will conformance with the Federal Housing Administration standards in effect at the time' option of the builder he may use the standards in effect at the time of retreatment. construction damage by Termites within the one year builder's warranty period. T� retreated is not to be considered as a waiver of legal remedies the mortgagor may he If within the guarantee period the validity of an infestation claim is questioned by 1 subjected to investigation by a recognized entomologist agreeable to the mortgagor/ certification will be accepted as the basis for disposition of the case. The cost o will be borne by the builder, if the claim is .determined to be valid, or by the mortg If, during the term of this guarantee, additions or alterations are made which affec hazards, or interfere with the chemical protective barrier, this :guarantee will becd I I BUG BUSTERS INC. DATE OF TREATMENT CHEMICAL USED //3//96 J & -4 CONCENTRATION APPLICATION OF METHOD (Rodded, Soil mixed, etc.) DATE / 0 BY (Signature) DATE 7 BY (Signatu NAME OF BUILDER 3 / / f'g SOIL' TREATMENT APPLICATOR /� I l TIT J� /+ c FhA/VA CASE NUMEER Form Approved OMB No. 63—R1141 Notice of I 1 • chi and /. Tro,.._ Wood-Destroying Organism Treated is Pursuant to Chapter 482, Florida Statutes, 482226 (8) this notice required to peposted. organism Any n licensee who performs control of any destro In wood - t adjacent to t shall post notice of said tree other readily jace t accessible a he access to the attic or c tenant area of the pro nwl area or properly treated. 1 4055 S. W. 142 Ave., U nit 40 Miami, Florida 33188 23 3 -7222 State law prohibits removal of this Zabel except by property owner. FHA FORM NO. 2052 VA FORM NO. 26 -8375 Rev. June ;976 Bug Busters, Inc. 14055 S.W. 142nd AVENUE CUSTOMER NUMBER a ° 0 2 0 BUILDERS NAME: OWNER'S NAME (IF AVAILABLE): SINCERELY: LEON CARANGI, JR. MIAMI, FLORIDA 33186" DATE PHONE 233 -7222 : • FAX 235 -9783 JOB' SITE:. /4/30 At/L . /0/ / 3 ,3 /Sg' BUG BUSTERS, INC HAS PRE- TREATED THE SOIL, UNDER THE NEW CONSTRUCTION, FOR SUBTERRANEAN TERMITES. BUG BUSTERS, INC. GUARANTEES THAT, THE AREA(S) TREATED, WILL BE FREE OF SUBTERRANEAN TERMITES, FOR A PERIOD OF ONE YEAR. IF SUBTERRANEAN TERMITES APPEAR, IN THE AREA WE TREATED, BUG BUSTERS, INC. WILL RETREAT THE AREA AT NO ADDITIONAL CHARGE TO THE PROPERTY OWNER. BUG BUSTERS, INC. WILL EXTEND THIS LIMITED GUARANTEE ANNUALLY FOR FOUR ADDITIONAL YEARS AT A RENEWAL FEE OF $ 95". C,� PER YEAR, PAYABLE ON OR BEFORE THE END OF THE PREVIOUS PROTECTION PERIOD. THIS LIMITED GUARANTEE COVERS A TOTAL OF 5 YEARS FROM 1HE INITIAL TREATMENT. IF THE ANNUAL RENEWAL PAYMENT IS NOT MADE ON OR BEFORE SAID RENEWAL DATE OF ANY SUBSEQUENT YEAR THIS LIMITED GUARANTEE SHALL TERMINATE AND BECOME NULL AND VOID AS OF THE RENEWAL DATE ON WHICH SUCH PAYMENT IS DUE. THIS LIMITED WARRANTY DOES NOT APPLY TO TERMITE DAMAGE TO THE STRUCTURE, OR PRIOR DAMAGE TO STRUCTURE, TREES OR SHRUBS. THIS LIMITED WARRANTY COVERS ONLY THE AREA(S) WE PRE - TREATED. ANY NEW CONSTRUCTION, ADDITIONS OR ALTERATIONS OF THE FOUNDATION WE TREATED, OR STRUCTURE, WILL REQUIRE ADDITIONAL CONSIDERATION. SAID ADDITIONAL CONSIDERATION WILL BECOME PART OF TIIE ORIGINAL AGREEMENT, ONLY WHEN STATED IN WRITING, BY BUG BUSTERS, INC. FAILURE TO NOTIFY BUG BUSTERS,INC. IN WRITING OF, CHANGES AND ALTERATIONS TO THE AREA(S) WE PRE - TREATED, SHALL TERMINATE THIS AGREEMENT, MAKING IT NULL AND VOID. *AREA TREATED MUST BE COVERED WITH PLASTIC VISQUEEN WITHIN 2 HOURS DUE TO WEATHER CONDITIONS DILUTING THE CHEMICAL BARRIER CAUSING THIS AGREEMENT TO BE NULL AND VOID. ON • July 8, 1996 Bodax Foundations, Inc. 750 East Sample Road Pompano Beach, Fl 33064 RE: Proposed Residence Pile installation certification 1430 NE 101st Street Miami Shores, FL This is to certify that on June 27 and 28, 1996, a representative of this office monitored the installation of the auger cast piles at the proposed site. A total number of 105 (one hundred five) piles were installed at depths and locations shown in the attached pile installation logs and location sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsible for staking out the pile locations. We further certify that the piles and their installation were observed by our authorized representative and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain net allowable bearing capacity of 50 kips as shown in the attached pile installation logs. Should you have any question regarding the above, or if you require ;additional information, please contact this office. ncerely SOILP r OB #37 r (e A, PE. SOILPROBE ENGINEERING & TESTING, INC. STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES: 5450 GRIFFIN ROAD, DAVIE, FL 33314 PHONE: 584 -6115 ENGINEERING & TESTING, INC. cc: City of Miami Shores Blum Building Contractors Client (2) Enc. P le I.D. Nb. 1 D -1 2 21 3 31 4 4 5 5 6 6 7 7 8 8 9 D-9 10 D -10 11 p -11 12 P 12 13 p 13 14 D. -14 15 P -1 16 D -16 17 P -17 18 p -18 19 20 21 5 Auger Time MIN. 1:57 2:37 4: 40 2:53 2 :47 3:34 3:13 2 :38 3:48 4 :11 2:39 2 : 52 3:04 2:23 3:42 3:15 4 :08 4 :14 Penetra- Theor. tion Grout Am't FT. C.Y. 27 1.06 25 .98 25 T .98 Grout Time MIN. 3:45 3:41 2: 55 3:00 2 :50 3:16 2:57 2:54 3:03 2:55 3:01 2:44 2 : 56 2:49 2 :45 2:43 2 :53 3:04 Pump Strokes NO. 495 486 385 396 374 431 ' 389 382 402 385 399 361 388 371 363 358 379 405 Actual Grout Amt. C.Y. 1.8 1.8 1.4 1.5 1.4 1.6 1.4 1.4 1.5 1.4 1.5 ' 1.3 1.4 1.4 1.3 1.4 1.4 1.5 KIPS 50 DATE: 6 27 96 Notes CENTRAL # 91 STAR!' POUR @ 9:29 NOTE:P =POOL PILE,D =DECK PILE. STOP POUR @ CENTRAL # 172 START POUR @ 10:29 STOP POUR @ 11:22 CENTRAL # 133 STA T POUR @ 11:59 50 STOP POUR @ 12 :47 STEEL G ROUT PROJECT SPEC' S:1 - #7 & 4-#5'S W /1/3 HPC C$ T IN C TO R ALUM BUILDING CONTRACTORS. - -- SPEC'S:4 KIPS @ 28 DAYS. AD CDR E SS - __1430__N.E._101_ST.__ C �� C-• Y- __ -MIAMI _SuuttES,_FLUaIDA. 1 ! Ccfl Era = t1 - HARRIS. - 8.s.M.E. M1SC. INFO. LOAD BEARING: 25 TONS /PILE. 14" ..0 AUGER CAST, PILES .LUG ALUM KES IDENC E. PAGE 1 OF 6 ENGINEERS SEAL 1 2 3 4 5 6 7 8 D- 19 20 P 22 P 24 P 25 P -26 33 114 35 Auger Time MIN. 3:18 3:02 2:17 2:29 2:41 2:39 3:32 1-15 2:51 2.22 2:55 3:29 1m 2:35 2:32 2:21 2:52 Penetra- Theor. tion Grout Amt FT. C.Y. 25 .98 26 1.02 25 .98 25 . 98 30 1.02 10 1.07 25 _.98 . 25 .98 26 1.02 26 1.02 .98 Grout Time MIN. 3:01 2:45 3:02 2:52 2:47 2:57 3:00 3:15 3:04 3:15 3:17 3:47 4.06 3:14 0: 3:19 3:14 3:01 Pump Strokes NO. 399 363 402 Actual Grout Amt. C.Y. 145 1.3 1.5 378 1.4 367 1.3 389 1.4 396 429 408 429 435 499 541 426 413 437 426 399 1.5 1.6 1.5 1.5 1.5 1.8 2.0 1.5 1.5 1.6 1.6 1.5 KIPS 50 50 9 P -27 10 11 12 15 16 17 18 19 20 21 Pile i.b. Nb. D D 21' 23 n -, R D -29 D -10 13 14 32 STEEL GROUp LOAD BEARING: 25 TONS /PILE. 14" 0 AUGER CAST PILES LOG LC CGEQ Pie _ N. NAMUS. n.S.r►_ E. DATE: 6 -27 -96 Notes CENTRAL.:# 91,,, START POUR @ 12:54 STOP POUR @ 2:40 CENTRAL # 173 START POUR @ 2:46 STOP POUR .@ 3:33 CENTRAL # 157 START POUR @ 3:35 STOP POUR @ 4 :17 MISC. INFO. PR OJE C:T _ _ L S IUFNC E � SPEC' S- . 1-#7 6,4-#5'S W / #3 HPSC CIN T RA C TO R 1i LUM BUIL CONTRACTORS. - -- SPEC' S: 4 KIPS CA DAYS. ADDRESS_ 1430 N.E. 101 ST. T �� L. I I - _ _..MIAMI _SHORES - - FLOijID.A PAGE 2 OF 6 ENGINEERS SEAL 1 2 3 4 5 6 7 43 8 44 9 45 10 46 11 47 1 48 13 49 14 15 16 17 18 19 2 17 38 39 42 Auger Time MIN. 246 3:32 3:12 3:49 2:53 2:25 3:15 4:09 2:46 3:32 3:12 2:41 3:06 Penetra- tion 25 1 .98 25 26 25 25 Theor. Grout Amt -C.Y. .98 1.02 .98 .98 Grout Time MIN. 2;46 2:53 3:01 3:05 3:16 3:20 2:58 3:04 2:51. 3:14 3:47 3:09 3:02 Pump Strokes NO. 366 381 399 411 432 440 397 408 375 426 499 416 402 Actual Grout Amt. KIPS C.Y. 1.3 1.4 1.5 1.5 1.5 1.6 1.5 1.5 1.4 1.6 1.8 1.5 1.5 50 50 DATE: 6-27-96 CENTRAL # 1.73 CENTRAL # 87 STOP POUR. Notes 20 21 Pile I.D. NQ. 40 41 STEEL G ROUT M1SC . INFO. PR OJE CT BLUM RESIDENCE. SPEVS: & 4 W/#3 HPCONTRFiCTOR BLUM BUILDING G CONTRACTORS . S P EC 'S4 KIPS @ 28 DAYS. HODRESS__ ikan. _ c - r s 0 RJDA LOAD EARING: 25 TONS/PII 14" 0 AUGER CAST PILES LOG H. HAKKIS. H.S.M.E. LOCCEEI - PAGE 3 OF 6 Pile I.0. NO. 1 50 2 51 3 D -52 53 54 55 7 56 8 57 9 58 59 11 60 61 13 62 14 63 64 65 66 67 68 20 69 21 4 5 6 Auger Time MIN. Penetra- tion FT. Theor. - Grout Am't C.Y. 3:12 27 2:11 - 26 3:17 2:39 2:53 3:31 2:41 2:36 2:25 3:00 2 :29 2:45 2 :54 2 :33 3:05 2 :44 25 1.06 1.02 2:47 25 .98 2:19 26 1.02 2:58 25 .98 3 :02 .98 Grout Time MIN. 3:43 3:2 3:15 3:22 3:16 3:17 3:02 3:01 3:03 3:00 3:15 2:45 3:10 2 :44 2:46 2:47 2:40 2 :45 2:46 3:07 Pump Strokes NO. Actual Grout Amt. C.Y. 490 1.6 455 1.5 429 1.4 444 1.5 432 1.4 435 1.4 • 400 1.3 397 1.3 403 1.3 396 1.3 429 1.4 363 1.2 • 418 1.3 360 1.2 365 1.2 368 1.2 KIPS 50 CENTRAL # 87 DATE: 6 -28 -96 Notes START POUR @ 8:48 NOTE:D =DECK PILE. STOP POUR @ 9:48 CENTRAL #125 START POUR @ 9: 58 SNP POUR @ 10:46 CENTRAL # 109 START POUR @ 10:52 351 363 369 411 1.2 1.2 1.2 1.3 50 STOP POUR @ 11:39 10 12 15 16 17 18 19 STEEL G ROUT MISC. INFO. SPEC 8: 147 & 4 - #5'S W / #3 SPEC'S:4 KIPS @ 28 DAYS. LOAD BEARING: 25 TONS /PILE. 14" 0 AUGER CAST PILES LOG PROJECT BLUM RESIDENCE. HP13 011 RA C TO R BLUM BUILDING CONSTRUCTION. AG ['RE SL; _ 1430 N, E, 101 5T, C I Pe_ _ MIAMI SHORES, FLORIDA. � = HAKKIS. lS .J.M. E. LOUR! �cO PAGE 4 ENGINEERS SEAT. OF 6 4 5 6 7 8 10 11 12 13 14 15 20 21 STEEL G (ROUT Pile I.D. NO. 70 2 71 3 72 73 74 75 76 77 9 78 79 80 81 82 83 84 16 8S 17 86 18 19 88 Auger Time MIN. 3 :48 2:48 2:52 3:07 2 :45 2 :53 2 :28 2:46 2:57 3:05 2 :45 3:00 2: - 34 3 :13 2 :37 2 :46 2:29 2.5 LOAD BEARING: 25 TONS /PILE. Penetra- tion FT. Theor. Grout Pump Actual DATE: 6 -28 -96 Grout Am't Time Strokes Grout Amt. KIPS C.Y. MIN. NO. C.Y. Notes 14" 0 AUGER CAST PILES LOG .98 2 :48 369 1.2 50 CENTRAL # 113 .98 3:00 396 1.02 3:26 454 1.02 .98 3:14 426 PROJECT 3:32 466 3:08 413 3 :20 439 3 :08 413 3:04 404 3:09 416 2 :55 385 3 :12 422 2 :54 382 1.2 .3 :15 429 1:4 START POUR @ 2 :19 3:03 403 1.3 2 :46 367 1.2' 3:18 438 1,4 3 :21 441 1.5 2 :34 25 .98 3:16 432 1.4 MISC. INFO. SPEC S: 1.1/7 & 4-45'S W / #3 HC ON T RA C TO R SPEC' S: 4 KIPS @ 28 DAYS. ADDRESS- 1430 N.E. 101 ST. C. IT I'- _ pLI_►MI �}1(1R FJ,QRJ1IA BL UM RESIDENCE L �GE� ". HARRIS. ti .M. E. 1.5 1.4 1.3 BLUM BUILDING CONSTRUCTION. 50. START POUtt @ 11 :49 STOP POUR @ 12 :49 CENTRAL # 87 START POUR @ 1:01 STOP POUR @ 2:13 CENTRAL # 125 STOP POUR @ 3:38 PAGE 5 OF 6 ENGINEERS CFA! t ^a • ile I.p. N. 1 8 2 9 3 .9 9 9 9 7 9 9 9 9 9 11 9 1 13 . 1 14 1 1 16 1 17 18 4 5 6 8 19 20 21 14" 0 AUGER CAST PILES LOG 9 0 1 2 5 6 7 8 00 O1 02 03 4 105 Auger Time MIN. 3:06 2:49 3:16 2:59 403 441 3:03 3:18 2:41 3:01 2:55 3:31 2:45 2:37 2:30 2:5 2:32 Penetra- tion FT. 25 3:06 2:43 Theor. Grout Am't C.Y. .98 1' .98 Grout Time MIN. 3:08 3:28 3:03 3:21 3:15 3:04 3:14 2:44 3:32 3:10 2:46 3:02 2 :44 3:07 3:27 3:15 3:03 Pump Strokes NO. 414 458 429 407 • 426 360 466 418 365 400 360 411 455 Actual Grout Amt. C.Y. 1.3 1.5 1.3 1.5 1.4 1.3 1.4 1.2 1.5 1.3 1.2 1.3 • 1.2 1.3 1.5 KIPS 50 4- 71 1.4 1.3 429 403 V I 50 10 12 15 STEEL G ROUT M1SC. INFO. SPEC'S:1 - #7 & 4 - #5'S W / #3 SPEC'S :4 KIPS @ 28 DAYS. LOAD BEARING: 25 TONS /PILE. PR CUE C•T HP•C :ONTRAOTOR A Ci CI RE SS _ 1430 1j, E,. 101 ET, L.• I T Y- _ .1I9MI.StiQKES.- ELQKI06. SLUM RESIDENC E. �� rr �� �� ! = N. H S.M. E. AKKIS. K. BLUM BUILDING CONSTRUCTION. DATE: 6 -28 -96 Notes CENTRAL # 91 START POUR @ 3:50 tql STOP POUR @ 4:56 CENTRAL # 173 START POUR @ 5:03 STOP POUR @ 6:17 CENTRAL # 157 START POUR @ 6:28 STOP POUR @ 7:'01 PAGE 6 OP 6 �:. ENG INEERS SEAL ;.J.. I t " 7 , n n 1 P T ' tro' • 1 0. 1 E 44.1.1 40 M.1• I 1114 IMION1111114171.11M0d121.01.3191440.1111.1.10111 .4•Arauspu4sonaukoosams....mogutiuswvniusas•uumixsii...........a.Quwanmas.... B L IJ 11 E S 1 4 3 CI 1 = D-9 D-52 08 0 #7 #6 #5 #54 1/55 D-14 D-16 D-19 -G D20 ,$D-21 P-15 P-17 P-18 P-22 - 10[6 P-13 • P - 24 • P-12 ty 5 ry .,, • 0141.0114•1D11,11 /49 #2 • VIIv13110.1 #51 #7 17 4313001111.11 - 111.1118:1111.411111.11914.1■1.1144.1 sumeasmosoaa ne.o.• 1/ 6 3 #4 69 nanAnn.l.oloinewainumeteuxml...oczinuanwash. E 1 Pi 65 #68 #67 1 C I 11 1 H m ..„ BRE f.M1 : L #98 #99 #64 57 #63 91 102 .■....1.401.4441.4411 #23 naosantausiso.outtratuse. #73 #74 #75 #4 #72 #95 #89 1/88 71 (101111411110**100..1.1 ...1:4114 r sn1P1144.1.11■43a.1.1-, 90 tliJdo # #96 .44111(1.01141101..,111 1[111111.111 #62 #61 94 • c , , . #34 #42 ci) D- 30 45 76 #104 NIC2 ...UM UAW .11,11111,11,11114500.1. .k.a.11110.6 #80 #103 #81 #105 #85 1.14 gflj tbetWIUMMIUM. 1:1•11.1.0.401111411/21.1.11.111.41- # 6 1158 k•Aruatirucur46.41•441,1 miti,o3ranatuun. 3.411610106111.10.11.1 • 211.440.10`.. 31 .1444 41■Iii.111411111.112111010.■ #78 #32 101•011MISIMMOAM0117111■11011.010411111......13100....ipsoitIMMAEI.M.P.14.0•0111.12.....,1014.1110•110.a00.44.... 6....110 et 4 1 rm • #35 #36 #37 #46 147 , hu exato uvula #48 • /84 .....4 #82 NOTE: NOT 10 SOLE 1 Department of Community Affairs SN: 3110 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A SOUTH PROJECT NAME: THE BLUM RESIDENCE AND ADDRESS: 1430 N.E. 101 STREET MIAMI SHORES, FL 331 OWNER: MR. & MRS. BLUM 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single - Family _ 3. If Multifamily -No. of units 3. 0 4. If Multifamily, is this a worst case (yes /no) 4. 5. Conditioned floor area (sq.ft.) 5. 4091.00 6. Predominant eave overhang (ft.) 6. 2.00 _ 7. Porch overhang length (ft.) 7. 7.00 _ 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0.0sgft 626.00sgft _ b. Tint, film or solar screen 8b. 0.0sgft 0.00sgft 9. Floor type and insulation: c. Concrete, raised (R- value, area) 9c.R= 0.00 , 3204.00 sqft 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 10a -1 R= 3.00, 2759.00sgft a. Adjacent: 1. Concrete (Insulation R- value) 10a -1 R= 3.00, 436.00sgft a. Adjacent: 2. Wood frame (Insulation R- value) 10a -2 R= 11.00, 144.00sgft� 11.Ceiling type area and insulation: a. Under attic (Insulation R- value) lla.R =19.00 , 2759.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR -Heat Recovery, DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 o 3 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points I Hereby certify,_th,• t, the plans and specifications - abv• red ; b" this calcu- lation are iii. cpm li nc 'i h the Florida Energy PREPARED BY: DATE: I hereby certify hat this building is in compliance wit the Florida Energy Code. OWNER /AGENT: BUILDER: PERMITTING OFFICE: MIAMI SHORES PERMIT NO. 16. 19. 19a. 19b. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: CLIMATE ZONE: 71_1 81_1 91 _I JURISDICTION NO.232600 CK 12a. R= 6.00 , uncond 12a. R= 4.20 , cond 13. Type: Central A/C EER: 12.00 14. Type: Strip Heat COP: 1.00 15. Type: Electric EF: 0.87 17. 2 18. MZ 93.63 62923.17 67205.95 COMPONENTS PRACTICE #1 Windows Exterior & Adjacent Doors Exterior Joints & Cracks PRACTICE #2 Exterior Walls & Floors Exterior Walls & Ceilings DuctWork Fireplaces ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** Exhaust Fans Combustion Appliances Water Heaters Swimming Pools & Spas Shower Heads HVAC Duct Construction Insulation & Installation HVAC Controls SECTION REQUIREMENTS FOR EACH PRACTICE CHECK 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid core, wood panel,insulated or glass doors only. 606.1 To be caulked, gasketed, weather- stripped or other- wise sealed. 606.1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: 606.1 Top plate penetrations sealed. Infiltration barrier installed. Sole plate /floor joint caulked or sealed. 606.1 Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. 606.1 Ductwork in unconditioned space must be sealed. 606.1 Equipped with outside combustion air, doors and flue dampers. 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. 606..1 Be in unconditioned space (except direct vent), draw . air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built - in heat trap required. 612.1 Spas and heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. 612.1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closet. 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1 Ceilings minimum R -19. Common Walls - Frame R -11 or 602.1 CBS R -3 both sides. Common ceiling & floors R -11. ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SUMMER CALCULATIONS ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** GLASS ORIEN AREA x BSPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF = POINTS N 109.00 109.7 11957.3 E 62.00 109.7 6801.4 S 298.00 109.7 32690.6 W 63.00 109.7 6911.1 NW 94.00 109.7 10311.8 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = AREA AREA FACTOR POINTS .15 4,091.00 626.00 .980 68,672.20 67,317.41 1 42,061.46 NON GLASS AREA x BSPM = POINTS WALLS Ext 2759.0 Adj 580.0 = == BASE = =_ 1.6 1.0 4414.4 580.0 DOORS Ext 217.0 6.4 1388.8 Adj 20.0 2.6 52.0 CEILINGS UA 2759.0 .8 2207.2 FLOORS Rsd 3204.0 -2.2 - 6920.6 INFILTRATION 4091.0 14.7 60137.7 TOTAL SUMMER POINTS 129,176.87 TOTAL x SYSTEM = COOLING SUM PTS MULT POINTS DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR Ext Wood Adj Wood Under Attic Raised Concrete Practice #2 __= AS -BUILT =__ N 40.0 60.2 .59 1412.7 N 35.0 60.2 .86 1819.0 N 34.0 60.2 .89 1826.2 E 8.0 127.0 .67 676.0 E 31.0 127.0 .34 1338.6 E 14.0 127.0 .34 604.5 E 9.0 127.0 .86 979.2 S 20.0 124.2 .50 1238.2 S 105.0 124.2 .65 8488.5 S 133.0 124.2 .54 8996.3 S 28.0 124.2 .33 1155.3 S 12.0 124.2 .32 479.9 W 63.0 127.0 .86 6854.2 NW 54.0 88.0 .89 4245.1 NW 40.0 88.0 .55 1947.7 ADJ GLASS GLASS POINTS POINTS TYPE R -VALUE AREA x SPM = POINTS Ext NormWtBlock In 3.0 2759.0 2.70 7449.3 Adj NormWtBlock In 3.0 436.0 1.30 566.8 Adj Wood Frame 11.0 144.0 1.00 144.0 217.0 9.40 2039.8 20.0 3.80 76.0 19.0 2759.0 1.50 4138.5 .0 3204.0 .80 2563.2 4091.0 14.70 60137.7 119,176.76 TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING COMPON RATIO MULT MULT MULT POINTS 129,176.87 .37 47,795.44 1119,176.76 1.00 1.113 .280 .950 35,293.80 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WINTER CALCULATIONS ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** N 109.00 E 62.00 S 298.00 W 63.00 NW 94.00 .15 4,091.00 WALLS Ext 2759.0 Adj 580.0 DOORS Ext 217.0 Adj 20.0 CEILINGS UA 2759.0 FLOORS Rsd 3204.0 INFILTRATION 4091.0 __= BASE ___ TOTAL WINTER POINTS -.4 -43.6 -.4 -24.8 -.4 -119.2 -.4 -25.2 -.4 -37.6 626.00 NON GLASS AREA x BWPM = POINTS . 3 827.7 .5 290.0 1.8 390.6 1.3 26.0 . 1 275.9 -.3 -897.1 1.2 4909.2 5,576.82 GLASS ORIEN AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR DBL CLR TYPE .980 Ext NormWtBlock In 3.0 2759.0 Adj NormWtBlock In 3.0 436.0 Adj Wood Frame 11.0 144.0 Ext Wood Adj Wood Under Attic Raised Concrete Practice #2 __= AS -BUILT =__ N 40.0 N 35.0 N 34.0 E 8.0 E 31.0 E 14.0 E 9.0 S 20.0 S 105.0 S 133.0 S 28.0 S 12.0 W 63.0 NW 54.0 NW 40.0 - 250.40 2.2 1.28 2.2 1.08 2.2 1.06 - 1.1 -.29 - 1.1 -2.41 - 1.1 -2.41 - 1.1 .50 - 3.1 .22 - 3.1 .63 - 3.1 .39 -3.1 -.69 - 3.1 -.74 - 1.1 .50 1.4 1.16 1.4 1.58 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS - 245.46 113.0 83.5 79.5 2.5 82.2 37.1 -5.0 -13.7 -204.2 -161.7 59.6 27.6 -.34.9 87.4 88.7 241.67 R -VALUE AREA x WPM = POINTS 217.0 1.20 .50 .50 20.0 1.90 3310.8 218.0 72.0 2.80 607.6 38.0 19.0 2759.0 .30 827.7 .0 3204.0 1.00 3204.0 4091.0 1.20 4909.2 13,428.97 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 5,576.82 1.10 6,134.50 1 13,428.97 1.00 1.113 1.000 .950 14,203.37 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WATER HEATING ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NUM OF x MULT BEDRMS = == BASE = == 4 3319.0 13,276.00 1 120 .87 1.000 3356.5 1.00 13,426.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SUMMARY ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** = == BASE = == TOTAL I TANK VOLUME EF __= AS -BUILT =__ TANK x MULT x CREDIT = TOTAL RATIO MULT __= AS -BUILT =__ COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 47795.4 6134.5 13276.0 67,205.95 1 35293.8 14203.4 13426.0 62,923.17 * * * * * * * * * * * * * * * ** * EPI = 93.63 * * * * * * * * * * * * * * * * ** For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A -93 or Form 600B -93 Address: ENERGY GUIDE EPI= 93.6 0 10 20 30 40 50 60 70 80 90 100 I X - - - I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R -10 R -30 Ceiling R -Value 19.0 I X R -0 Wall R -Value 3.3 I X R -7 R -0 R -19 Floor R -Value 0.0 IX AIR CONDITIONER 10.0 SEER 17.0 SEER /EER 12.6 I X 9.7 EER 16.0 HEATING SYSTEM 2.50 COP 4.19 Electric COP /HSPF 1.0 IX 0.78 AFUE 0.90 Gas AFUE 0.00 1 WATER HEATER Electric EF 0.87 Gas EF 0.00 Solar EF OTHER FEATURES 0.88 IX 0.54 1 0.40 I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Signature: City /Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs Date: 0.96 0.90 0.80 FL -EPL CARD93 R. Pena, Jr. RE rpii aaoam�w CALCULATED sr. IQ DATE 47 .12 ' CAI CDIECRED OY, DATE UNIT: G-t t..1 21 eye l7 j -Oa Mv? .CALF-- , ITEM AOLARISHADE T. AREA BTU /HR ITEM AT U T. AREA BTU /HR N. GLAS 4 j'� t. 9 , N. WAL I 14 . ,20 e_,_ NE. GLA88 ._. NE. WALL E. GLASS E. WALL 24 40 44 . 1 I 1 SE. GLASS SE. WALL S. GLASS 7/ 80 GPM , 2 191. /o ff SW. GLASS SW. WALL W. GLASS '7 2 ? 0 W. WALL 24 � ,0 00 9 I_ NW.GLA88 NW. WALL SUB. TOT. G (o 5 D SUB. TOT. 2 l REM QT U T. AREA BTU /HR ITEM BTWUNIT TOTAL BTU /HR PARTITION t , • 44 .0 PEOPLE 230 Ll- ROOF 41) . o , b Pj l , _. _ • HEN INFIL /VENT. 1200 — — FLOOR 1.1 • a •AT 1.1. 6.0.1 140 CEILING MISC. • 5G0 1 S SUB. TOT. / 0 SUB. TOT. 1/2-1/ TOTAL SENS.. - I2 '5bS' ROOM AREA CFO ROOM AREA GTH ■ TOT. SENS. X 1.3 ( ( 0 3v4- SUPPLY AIR 0 400 CFM /TON po HEAT LOSS , ITEM AREA QT U BTU /HR WALLS 54.E 2� , 20 2927 ROOF bh 7 2 1 .' 0 5 1 1'11 i r-- - FLOOR GLA8S Ro 21 • y to, 1 7O 0 VENT GoD 21 , / / . 2 TOTAL 4. I Kuu "20(' SUB. TOT. SUB. TOT. TONS I VO NOTES: AREA bb-MK VOL. - 7054 , r .w '� ■ CFM /FT.2 SQ.FT /TONS Q -(ARH • vou,eo .('°,- 70*/6o = 6.0 UNIT: t.-'tA 2T2 -6L,I17e. pal/60-4 ITEM BOLAS SHADE T. AREA BTU /HR REM AT U T. AREA BTU/HR It GLASS * I 2 4442 N. WALL I4 0. 'i. Ib I *07 NE. GLASS NE. WALL _ �— E. GLASS 11 , 17/2t; 15 7G E. WALL - 2.4- 4.2 192 SE. GLASS SE. WALL S. GLASS if 260 4 S. WALL 11 0.2 1 Cob *71 SW. GLASS SW. WALL W. Cuss vit � 442 c,,0 2 W. WALL 24 0.2 sc 270 NW.GLA88 NW. WALL A W /e1-400, 012 Q,iy SUB. TOT. 5 ?oe., SUB. TOT. 4-7 01. ITEM PT U T. AREA BTU /HR ITEM BTU/UNIT TOTAL BTU /HR PARTMON .... — PEOPLE. 230 3 Colo ROOF 4 _ 1 9,29 Iio MOWN 1200 — __ I O 27 FLOOR 1 , ' j 1 3 2 9 5 1 1 . E ?NFILJVENT. 11 • Q •AT I . I •III . I' mute - - , MISC. . ` oO 1 t.� SUB. TOT. , 7 3 SUB. TOT. u01 TOTAL SENS.. 214 oo ROOM- AREA CFMI ROOM AREA C MF GTH - TOT. SENS. X 1.3 SUPPLY AIR . 0 400 CFM /TON I C,00 HEAT LOSS ITEM AREA AT U BTU /HR W A L L S 1 104 _? 21 0.2 * H l0 2 ROOF I mm . 0.0 17q4- FLOOR 1 .7 0, 10 - i&°; GLASS 1bL 27 , Gj 27b2 VENT 1 1 1 21 1.1 , 3 7 I sue. 'TOT. . TOTAL - 7./ K' ; 2 90 SUB. TOT. TONS A NOTES: AREA Batt .02.1 VOL 1 32 9 0 GIe CFM /FT.2 0,74" SOFT/TONS r-2/-1 Q-(ARH • VOL) /80 ;(.0 • 1 0 III i w I ETNO or CALCULATED DT DATE QIE XED w DATE ITEM SOLAMSHADE T. AREA BTU /HR ITEM AT U T. AREA BTU/HR N. GLASS 4, I J 2lo N. WALL L 2 3 '7 1 D NE. GLASS NE. WALL _Q. E. GLASS 11 1 2 A. E. WALL 2 4 194 2 5 , I SE. GLASS SE. WALL S. GLASS* 261 1 I 4et 1 . S. WALL 11 0.2 S I' 1 7l SW. GLASS SW. WALL ' W. GLASS -- W. WALL 2 4 to. 2 �. " 2 NW-GLASS 1 7 V 1 •4/40 *06o• NW. WAU. 2 0 0, 2 18 4 W/ Ot2APt17/61,4d 0/2 SUB. TOT. 1 q. No SUB. TOT. 4b1 t 1 ITEM AT u ` T. AREA BTU /HR ITEM BTU/UNIT TOTAL BTU /HR I PARTITION ( V O b n 4 co 1 1 b 4 PEOPLE 230 Co I ROOF 4 b , v *11 I ' q D lard 1200 1 1 2 00 FLOOR I . 1 2 lb 7 1 12 INFILJVENT. t l • a •o T I, I Ibb • Ir ,i 0 2 CEILING _7 , 0 cV , r 210 1 P1 MISC. • MO 1 I Wc) (,bb'L • ,SUB. TOT.. 11174 SUB. TOT. TOTAL SENS. 1 Iv,. nhh ROOM. '+ CFM ROOM AREA CFM UNIT: �P! R. Pzfic. Jr. P.E. _Ium.■. • kotaMOra.n. GTH - TOT. SENS. 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C , � DIs1 - . n ; Ac1 st\o>r? rs JOB NO. �.� 9 8 , 7 -1- , , 1 I • _ I 7 .;_.; 1 . ,. i ._ 4 4 , , , i _ ..4 ..., .. --I-- ' --t in I ''' I' - - --1- 1--- f -1--- -I - - - i • i 'ill i , 1 • — - • 1_ 4 1 '_i 1_. i_l_ -- 1: : • .: - •-.. .....:', . . • :...:. -...!:-. -{ • .. • - 7.1.•I - i , ,..- .• . 1 1, -1 - LI ' ' ' i ' . . ---•--: — _. I .._ .. 1 : . -'. • 4- - ! - - - ••• : - :: -• - - ..1" i .. - .1. '. ... . . : •.`- -;• :..: : , 1 ' ..'+- '.• ;- ' • • . ••• .• . ! • • . I --1.— a , . ' . — — -- 1 . . I ' ' ; : . . 4 . _kJ 11 1 - ---1- _1 I !. . • ---4 . • , . ; . _ _ . - . . , • ----- - ----- - . •:•• t ' . G HA CONSULTING ENGINEERS 2880 W. OAKLAND PARK BLVD., SUITE 100• OAKLAND PARK, FL 33311 BY: ez-f444 (DATE: .'"1 ••1 C, SUBJECT: P)Guo Res ;to-kr SHEET NO: 6 OF CHKD. BY: DATE: 1 ''Act, /1/43 e ' it I St- JOB NO. 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RN • or" i inii 3 311111" l 1 • • • • 4 4 1 1 • . • , •••1111111•11111111111111 I IIIII 1 1 , 4 ' ' ; ', : •MIIIII A A _Aiy041 m m opmapIlimp,. 1 1 .1 Ent T T----=-1- .I--, i i - - -- I__ . II - ii • r g i_i_i -1 , . . ., ., : . -- r i NI: • , . . -• . • : N Norio , , , , . r` l''''• 4 • i • •• • •'• - - 1 . - • .....1_.:1•••••.• • ::•11 • • M MOINVIVIIMEI I .. M INISIMIN M MIMI= 1 111 I I :1•. . 11111LEIMIIIIMEI . MOBEINIIIMINIIIIMUMN . -..i ':/. - It; •..::: - J ........:....,...- , .. .. . . , _-: -1... ,... . . .4 ---4 i i--, —: -1.--.1. , a —4 - H I - - . 1 .. 4 I. : I . 1 , - * -. - -. L.--- -'-- 1 1 - 1- 4 i 1 a 1 . ' i - 1 1 1 . [ 1 I I 1 1 1 1 _ ' , ; I I. t ' . G HA CONSULTING ENGINEERS 2880 W. OAKLAND PARK BLVD., SUITE 100• OAKLAND PARK, FL 33311 BY: ez-f444 (DATE: .'"1 ••1 C, SUBJECT: P)Guo Res ;to-kr SHEET NO: 6 OF CHKD. BY: DATE: 1 ''Act, /1/43 e ' it I St- JOB NO. 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" - t ; -10. - - 1 , r - --i-- 1 . i . 1 t . .I 1 . 1 . r - --540--,-.) - _...., . .....4 1 I ._ ' , . \ ■ ■ ■■ L1■ 1 1MIII a a a aE=11■■■■■n u u ■ ■■■■■ ■ ■• E E ; -� ' , am w war, M 1 _ � iii 1 MMIIII 1 1 � _�_ - � s s ` ; I I ! ! __ . . _ _,_! J - -1 ' -- - -- • •�- - ' - - - - - - _ _- 77 �r ■ ■�erall i i::: J ) 1t-ft, G HA CONSULTING ENGINEERS 2880 W. OAKLAND PARK BLVD., SUITE loo • OAKLAND PARK, FL 33311 BY: T[ -4E DATE: ? /P 7 4 SUBJECT: /36 ,/7 Aizc tbeAkfr SHEET CHKD. BY: DATE: /4 3b A4 C c • �` /a/ S7'- JOB NC /-/ � / tl ' •�1�ilt" _ _ 1 -; 1 -1- 4_i -1_ 5-- 3. E II I Ilj y I(! I 1 1 , 1 , . . - :1': 1-141 -wi(1, ) " iZ I .01): C �2 , :tr _- -y_. e f y l l i, l I 7 y J.J 1_ ., ! 1 .ge. .__.: : ' BUILDING ❑ Date 2/6 ELECTRICAL ❑ PLUMBING ❑ PERMIT = -c, 39171 Contractor's ROOFING ❑ license No. DEMOLITIN)) Q Work to be performed under this Permit DEMOLITION OF RESIDENCE Owner of Building RUN TRUST Architect or utaider DEMOLITION MASTERS, INC. Legal Lot Description BI. Address is of Building 1430 N.E. 101 ST. 2 MIAMI SHORES VILLAGE, FLORIDA Subdi- vision S3_50 CCF 3.50 Sq. Ft. 3.400 Value $ 6,450 II Amount of 57.00 Permit $ tommeangelPott This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion berefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and • regulations pertaining to the work covered hereby whether hown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employe / Signed• (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation% pertaining thereto and in strict conformity with.the plans, dihwings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibilityjfor all w k done by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER / BY AUTHORITY CODE SECTION PAGE LOCATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLANS EXAMINATION SHEET JOB SITE: \OiLup /e4515/J,E/' c4T DATE: ..- TYPE OF REVIEW: v/ //t6- BY: COMMENTS c 4 ".( 2 7rFft' ,a4? Construction Job Site Tele: RAY CASAIS Superintendent 305 - 337 -0925 Beeper CODE SECTION PAGE LOCATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLANS EXAMINATION SHEET JOB SITE: V5kvj 2E5f.2) • DATE: TYPE OF REVIEW: Ovi BY: 04 COMMENTS -4,1Q-44.4)-7 o K- Z. < �- 0X- .3 a o/- 4 - -ws-z-:,,Q0-.).1i, ,(2,(4.6%14/ "f4 Miami Shores Village, Fla. OWNER ADDRESS INSPECTION DATEd , 7 2 2' 6 /5 - /4/3c'' 7'C / TIME READY c "` PERMIT NO. 139/7/ CONTRACTOR TELEPHONE NO. zee y INSPECTOR V&/ DATE #e- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State o,f Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. Date... .. .�Jl >.. _ _. J. o ,197 S,1. Owner's Name and Address C/..f. ita L/F /'��' _ Y .....Yeg es No. .t.�s Street_/• £ . ..._, Registered Architect and /or Engineer .-6 .6.LA. ..� � ;Li fl � , X 7 ' - )...,7, 1 .<. ,t, .. „(!;,. D co. i 1 ), lnlijlSvi s i to r Name and address of licensed contractor.. I A4 Xi S Lat.( . )4 L S ..s... �..1z C 5 `�- � 2-2 y Yol Q Au c dwZ4_t.. Gyosup s Lj3 i 5 Street and Number where work is to be done �.�{.3 Le�.o. _ R �,L� iz .. _ .@fir State work tole done and pu of building (by1400rs ). and for no other purpose. New Bui!ding Remodeling 1 Addition Repairs No. of Stories Location and legal description of lot to be b built on: Lot lQ Block Date. Buildin nspector �q ' / C Subd' isf' ...J ri.l.}�..t! .a....s�..I Q. 26 _°�i.. To be constructed of Kind of foundation Roof vering Estimated Total cost of improvements $ AS 0 Amount of Permit $. JD Zone cubage required plan Cubage Distance to next nearest building SO Size of Building Lot /O3 rx -? 0 I Maximum live load to be borne by each floor I hereby /4,1 all the plans nnpec )� r said building. Alj n be sent to L Chairman Member Member ...... _ .._._..._._..._.�.._._ Council Approved Date Date 0 - ? ._ Read, Swo PLAh1p4INC BOARD DATE ces with refer nc o•the build' g pnd its const c ion may The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted = ' • pection on the site of the work s ch public notice or notices as are required by the Act. The undersigned agrees to employ only su- subco tractors, o work o 'perf.• ed under this permit, as are licensed by Miami Shores Village. Re:narks STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared • to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No..w..J.k. Z Disapproved (Signed) to and bscri be be otary Public, State of Florida Notary Publi •; tate of Florida at large My Commission Expires....As congasissien .expires- May.9,.192&. Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. _ J _ Date..._ / / _... ,19/�'�' Owner's Name and Address .. 1RL E � � ... No./ .: . �._... Street_. �'_ / ®f c • 67°11191r1/- J// AFa f. 7.2 2 / h1 /a/ l� , _? �' C ®v o ' J /1i, /V/ /= 4 . Registered Architect and /or .ngint.et f„ ........:....:. y :,........_<. ...... / s.4,re J/07T� 2 . /l�? e%4�i2� DQP /Viio /4/ /-7.1A) 3 Y' d Name and address of licensed contractor . .. _... Location and legal description of lot to be built on: Lot 1) Block Street and Number where work is to be done .. /4‹. State work to be done and purpose of building (by floors)...__ .. 1 / - L '0f' i" /P&s✓ 7 o .c E /? /yoj'c"pp _ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of /?/dav Kind of foundation Roof Covering Estimated Total cost of improvements $,ee 3-700 Amount of Permit $. Zone cubage required .Plan Cubage Distance to next nearest building di; Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to /44'/ ?L£J / A 14 SO ��� id/ ., /�J // <" 3 e3/ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida ‘Vorkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such.subcontraact on work to be perform under this pennit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Subdivision f /4" A/O /pa Roe- ice Remarks (Signed) . PLANNING BOARD DATE ubscribed e : e. Before me, the undersigned authori aa'y public, duly authori d o ad ninister oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.._...__ Date Read, Sworn Disapproved Date (Signed) Notary Public, State o crn a 07q d ' Per m,. • 0 51 'LZ ' elrl sa15x3..doess.�.:.:as, f• Building Inspector My Commission Chairman Membcr Member Member Member ...... _....__..._._ ...._ Member ...._............_. _.._._ Council Approved Date Disapproved w Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application nfter approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 6QP BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date April 1, 1963 ,19 Owner's Name and Address E_._._.8...__Hibbs 143.0-_.N..._.E. No. .... 101 Street.,.__Miami...Sho.res Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1430 N. E. 101 Street, Miami Shores, Florida State work to be done and purpose of building (by floors) FUMIGATION - Using.._ Gas - approximately 24 hours. Nylon tent. EXTERMINATION New Building To be constructed of Estimated Total cost of Zone cubage required Distance to next nearest building Disapproved (Signed) MIAMI SHORES VILLAGE TRULY NOLEN, INC. - 600 N. W. 7 Avenue, Miami, Fla. and for no other purpose. Remodeling Addition Repairs No. of Stories Kind of foundation -CBS Roof Covering Slope..tile_.. improvements $255.00 Amount of Permit $5...00 plan Cubage 30 Size of Building Lot 15 Ft. Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to he posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subco tors, on wor- be✓pe form under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.____!_s.._. Date Date Building Inspector to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. APPLICATION VIKANE X FOR PERMIT TO FUMIGATE WITH CYANIDE METHYL BROMIDE ACRITET APPLICATION NO. DATE 19 1. Location of building to be tu..„yu *:d 1430 N. E. 101 Street, Miami Shores 2. Name and address of owner of premises 3. Type, size and construction of building 4. Is entire building to be fumigated? 9. In what manner will vents to exterior of building be sealed? E. A. Hibbs CBS - Residence Yes 5. If not, state what portion 6. Approximate number of cubic feet of space in building or in portion to be fumigated. 30,,900 7. Kind and quantity of fumigant to be used and manner of application and length of fumigation period 8. Distance of nearest building and direction from building to be fumigated Vikane - Approx. 24 hours - 15 Ft- Nylon tent 10. Date whem fumigation will be begun April 1, 1963 Time 9:30 A.M. 11. It is hereby agreed to station a guard on the premises to be fumigated during the fumigation period and to post suitable placards at each entrance into the building bearing the following words in letters at least two inches by one inch in size: "DANGER" — THIS BUILDING UNDER FUMIGATION WITH A DEADLY GAS." 12. It is hereby agreed to make such provisions that all openings into the building may be opened from the outside after the period of fumigation is over and to take such other precautions as may be necessary to insure that all of the fumigant is removed from the building before anyone is permitted to enter. 13. It is hereby agreed to notify the County Health Department when the building has been prepared for fumigation. FIRM NAME: TRULY NOLEN, INC. 600 N. W. 7th Avenue Miami 36, Florida BY (Signature of certified pest'control operator ifharge of this fumigation job.) 5‘/3 BUILDING ELECTRICAL PLUMBING ROOFING Owner of a _ Building Architect Contractor or Builder Legal Lot Description El PERMIT N? 3959 ❑ Work to be performed under this Permi CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA B1 DATE Contractors License No. ' - Subdi- vision Address of ;.v '' Value of 1 Amount of e' Building r. ' Project $ 1 Permit $ ''' This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been su mitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinan s or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder gamed above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. ';, Signed. d.A ` INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance witl} ✓all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authoriti,s of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY L ABBOT PRINT STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT" APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statenient of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws (..f the Statt, of Florida. all ordinances of Miami Shores Village and all :rules and regulations of the Building Divi:.ion of Miami Short - village !!h. I be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building durin progress of the work. r e Date 7 cc/ , 19 Owner's Name and Address i _Ce_4,4,- .-.)` No c 1 3D StreetA- / /a/ .1, / _ Registered Architect and/or Enginee _ . _LE .c ZA...e...z..4....L.,..., ..e.4.--9— Name and address of licensed contractor Location and legal description of lot to be built on: Lot. 6 Block / Subdivision._ ,097,4._....„1 ../.. Street and Number where work is to be done / V-Rd 4. e to i State work to be done and purpose of building (by floors) tren , and for no other purpose. New Building Remodeling A •tion._ Repairs... No. of Stories To be constructed of ___ _ Kind of foundation _____ . • R overing__ ......... Estimated Th.tal cost of improvements $ CsD A ount of Permit $._ Zone eubage required _Plan Cubage Distance to next nearest building__ __Size of Building Lot Maximum live load to be borne by each floor hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction 'nay be sent to ..... - --- The undersigned applicant for this building permit does hereby certify hat he understands and accepts his obligations as an employer of k bor under he Florida Workmen's Compensation Act b s 5966, Compiled Cen! ral Laws of Florida, Permanent &mph itent. and h s compIed with the provisions thereof, and will require similar comniiartee from all contractors or sub-contractors cinplos-ed by IA in the wo k to be p! rf!,-med under this pern.it: and -yi11 post or cause to be posted for inspection on the site of the work such public noti' or notices as are requir d by the Act. The untlt rsiglit agrees to employ only such sub tr..ctor on work to be perform! d ,wder this permit as are licensed hy Ivrami Shores \ iliage. Rernarks_ . - - •-- ...... _ (Signed) .. PLANNING BOARD Before me, the undersigned authority, a notary public, duly authorized to administer oaths ...Ind take acknowledgments, personally pp- peared . ............ to me well known, ' and who, being by me first duly sworn, upon oath deposes and says that he is the __ of th abov. de,Ltibed nistruction, ti,at lit has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date. sok, Read, Sworn to and Subscribed before me. Disapproved Date (Signed) ____ ..... ---.... Building Ipctor My Com:nission Expires_ Notary Public State of Florida -r DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or ;:hanges to this application aftyr approval 11 is be n obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is mt: le necessary by improper notice fur insia-tmo or la!ity materials and workmanship. 4'cO MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCM -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE Couunty Feet Section, Fire Department & Health Department (when applicable). E Warranty Deed or Other Proof of Ownership if necessary. Za ,Je - 4E /O r Location of Pour Pool deck slab on north area Truck No.: 119 Ticket No.: 771816 Weather Condition: sunny Time Batched: 7:13am Time Sampled: 8:32 am Air Temp (F): 84 degrees Concrtet Temp: 87 degress Load Size (c yd): 10 Slump (inches): 3.0 Air Contents ( %): - Water Added (gal): - Authorized by: - Molded, tested and data by: N.S. Representing: A.S.E.T.C. Cylinder Appearance : Good Days Field Cured: One Cylinders made according to: ASTM C -31 Cylinder tested according to: ASTM C -39 Wet Weight: - Cylinder ID Date Molded Date Received Date Tested Age (Days) Total Load (Lbs) Test Strength (psi) Type of Fracture Specimen Size (Dia -Ht) Cylinder Weight 7934 10/04/96 10/05/96 10/07/96 3 85,000 3007 3 6x12 26.9 7935 10/11/96 7 120,500 4262 3 26.5 7936 11 /01 /9E 28 151,500 5359 4 26.9 7937 11 /01 /9E 28 150,000 5306 4 26.5 Client Blum Builders Cylinder Set # 9 Address 2775 NE 92nd Street, Miami Shores, Florida 33138 1st Report Date 10/07/96 Project Single Family Residence 2nd Report Date 10/11/96 Address 1430 NE 101 Street, Miami, Florida 3rd Report Date 11/01/96 Concrete Supplier Central supermix Final Report Date 11/01/96 Specified Strength (psi): 4000 Slump (inches): 4.0 Air Contents ( %): Mix Type: Normal Wt . Specification: ASTM Mixed: Transit Mix CONE ❑ Design Data : ieid & Lab Data : Remarks : 2 CONE/SIIEAPI ❑ All State Engineering & Testing Consurtants Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 3745 NW 50th STREET., MIAMI, FLORIDA 33142 Tel : (305) - 638 - 5882 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS 3 SHEAR 0 SPLIT ❑ Tested By : A.S.E.T.C. Checked By : A. R. RESPECTFULLY SUBMITTED, :.1 Z 1'.E. #13976 PROFESSIONAL ENGINEER Any cylinder failing to meet strength specifications alit he retained by the testing lahcratory for a mini of ten days for Inspection of concrete and capping he client, if desired. Location of Pour Pool deck slab on north area Truck No.: 119 Ticket No.: 771816 Weather Condition: sunny Time Batched: 7:13am Time Sampled: 8:32 am Air Temp (F): 84 degrees Concrtet Temp: 87 degrees Load Size (c yd): 10 Slump (inches): 3.0 Air Contents ( %): - Water Added (gal): - Authorized by: - Molded, tested and data by: N.S. Representing: A.S.E.T.C. Cylinder Appearance : Good Days Field Cured: One Cylinders made according to: ASTM C -31 Cylinder tested according to: ASTM C -39 Wet Weight: - Cylinder ID Date Molded Date Received Date Tested Age (Days) Total Load (Lbs) Test Strength (psi) 3007 Type of Fracture 3 Specimen Size (Dia -lit) 6x12 Cylinder Weight 26.9 7934 10/04/96 10/05/96 10/07/96 3 85,000 7935 10/11/96 7 120,500 4262 3 26.5 7936 I1 /01 /9E 28 7937 1:1/01/9( 28 Client Blum Builders Cylinder Set # 9 Address 2775 NE 92nd Street, Miami Shores, Florida 33138 1st Report Date 10/07/96 Project Single Family Residence 2nd Report Date 10/11/96 Address 1430 NE 101 Street, Miami, Florida 3rd Report Date 11/01/96 Concrete Supplier Central supermix Final Report Date 11/01/96 Specified Strength (psi): 4000 Slump (inches): 4.0 Air Contents ( %): Mix Type: Normal Wt . Specification: ASTM Mixed: Transit Mix COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Dcsi Data • All Statengineering & Testing Consititants, Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 3745 NW 50th STREET., MIAMI, FLORIDA 33142 Tel : (305) - 638 - 5882 • CONE ❑ Remarks : CONEISI IEAn 0 3 SHEAn SPUr Tested By : A.S.E.T.C. Chocked By : A. R. RESPECTFULLY SUBMITTED, ITIE2; 1 4 PROFESSIONAL ENGINEER Any cylinder falling to'meet strength specifications $1111 he retained by the testing laboratory for a minimum of ten dnys for Inspection of concrete rind capping by client, If desired. CYLINDER IDENTIFICATION DATE MOLDED DATE RECEIVED IN LAO • DATE TESTED AGE (DAYS) TOTAL LOAD (Les) TEST STRENGTH (PSI) Eti SPECIMEN SIZE (DIA-HT) CYLINDER WEIGHT 5559 5560 08 -14 -96 08 -21 -96 09 -11 -96 7 28 86,000 109,000 3042 3856 M� 6x12 27.5 28.0 Nil t(r g; F .744 gtda m4 qo CONE 0 Location of Pour Wall pool CONE/SHEAR ❑ TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Client Blum Builders 275 N.E. 92nd Street Miami. Shore, F1 :33138 Project S.F.R. Location: 1430 N.E. 101 Street., Miami Shore Contractor. Concrete Supplied by: Central Concrete (Z7 Specified Strength: 3,000 p s I. t I 28 days. Slump: Inches. Air Content percent. II a Mix Type: Norm wt. 10 Light wt ❑ Mortar Mix ❑ Gunite ❑ Grout ❑ Other a Specification: ASTM ® ACI ❑ Other Transit Mixed ❑ Pump Mixed ❑ Other Concrete Truck No. Ticket No. Weather Conditions Air Temp F Concrete Temp. F M n Time Concrete was Sampled Time Concrete was Batched Size of Load c y. 1 /14. a Slump in. Alr Content %. Water Added gal Authorized by Molding, Field Tests, and Field Data by Client Appearance of Cylinder at Test A .S.E.T.C. r'OOD Days Field Cured ONB Cylinders were made, cured According to ASTM C -31 yes S] no ❑ unknown ❑ Cylinders Tested According 10 ASTM C -39 yes ® no ❑ Wet WI P C F. REMARKS: SHEAR 0 4 t • SPLIT ❑ Tested by: A.S.E.T.C. Checked by: A•R• Reported by A.S.E.T.C. pec I' ubmltt= ./ /,ll � ji . - , Cylinder Set No. OR Date of 1st Report n8 -2 —Q6 2nd Report 09 -11 -96 3rd Report Final Report Representing NSULTANTS, INC. Any oyilndur felling to meet strength specifications will be retained by the lasting laboratory for a minimum of ten days for Inspection of concrete and capping by client, If desired. CYLINDER IDENTIFICATION DATE MOLDED DATE RECEIVED IN LAS DATE TESTED AGE (DAYS) TOTAL LOAD (LDS) TEST STRENGTH (PSI) Eal SPECIMEN SIZE (DIA•HT) CYLINDER WEIGHT 5557 5558 08 -14 -96 08 -21 -96 09 -11 -96 7 28 95,000 112,500 3360 3979 Ma 6x12 27.7 27.9 CONE ❑ 1 CONE/SHEAR ❑ TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Client: Blum Builders 275 N.E. 92nd Street Cylinder Set No. 07 Miami . Shore , F1:33138 Date of 161 Report 08 -21 -96 Project S.F.R. 2nd Report 09 -11 -96 3rd Report Location' 1430 N.E. 101 Street., Miami . Shore Final Report Contractor. Concrete Supplied by: Central Concrete Z 0 a Specified Strength: 3,000 p a I in 28 days. Stump: Inches. Alr Content percent M Q Mix Type: Norm wt KI Light wt. ❑ Mortar Mix ❑ Gunite ❑ Grout ❑ Other p Specification: ASTM ( ACI ❑ Other Transit Mixed ❑ Pump Mixed ❑ Other Location of Pour Wall pool Concrete Truck No. Ticket No. Weather Conditions Air Temp. F Concrete Temp. F Time Concrete was Sampled Time Concrete was Batched Size of Load c y. Slump In Alr Content %. Water Added gal. Authorized by Molding, Field Tests, and Field Data by Client Representing A. S . E. T. C . Appearance of Cylinder at Test GOOD Days Field Cured . ONE Cylinders were made, cured According to ASTM C -31 Cylinders Tested According to ASTM C-39 yes I® no ❑ REMARKS: 4 SHEAR SPLIT ❑ ❑ yes S] Tested by: A.S.E.T.C. Checked by: A.R. Reported by A.S. E.T.C. no ❑ NSULTANTS INC. Any cylinder felling to miet strength specifications will be retained by the tooting laboratory for minimum of ten days tor inspection o` concrete and capping by client, ll desired. unknown ❑ WetWL PCF. CYLINDER IDENTIFICATION DATE MOLDED DATE RECEIVED IN LAS DATE TESTED AOE (DAYS) TOTAL LOAD (LSS) TEST STRENGTH (PSI) TYPE OF FRAC. SPECIMEN SIZE (DIA -IIT) CYLINDER WEIGHT 5555 5556 08 -14 -96 08 -21 -96 09 -11 -96 • 7 28 93,000 115,000 3290 4068 M 4' 6x12 28.2 27.8 TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES • CHEMISTS - DRILLING 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Client: Blum Builders 275 N.E. 92nd Street Miami. Shore, Fl133138 project S.F.R. Location: 1430 N.E. 101 Street., Miami .Shore Contractor. Concrete Supplied by: Central Concrete Z a Specified Strength 3 , 000 p s l in 28 days. Slump: Inches. Alt Content percent. 12 Q Mix Type: Norm wt. 10 Light wt. ❑ Mortar Mix ❑ Gunk, ❑ Grout ❑ Other. O C Specification: ASTM ® ACI ❑ Other TransN Mixed ❑ Pump Mixed ❑ Other CONE Location of Pour Wall Pool Concrete Truck No. Ticket No. Weather Conditions Alr Temp. F Concrete Temp. F Time Concrete was Sampled Time Concrete was Batched Size of Load c y. Slump In Alt Content %. Water Added gal Authorized by Molding, Field Tests, and Field Data by Client Representing A. S . E . T. C . Appearance of Cylinder at Test GOOD Days Field Cured ONE Cylinders were made, cured According to ASTM C -31 Cylinders Tested According to ASTM C -39 yes ® no ❑ Wet Wt. PC F. REMARKS: Ii CONE/SHEAR 0 • SPLIT 0 Cylinder Set No. 06 Date of 1s1 Report 08 -21 -96 2nd Report 09 -11 -96 3rd Report Final Report yes 10 no ❑ unknown ❑ Testedby: A.S.E.T.C. Checked by A.R Reported by A.S. E.T.C. / u bmrn ALL S e ATE EE ig �3"CONSULTANTS, INC. Any cylinder telling to meet strength specifications will be retained by the testing laboratory for a minimum o1 ten days for Inspection of concrete end capping by client, 11 desired. CYLINDER IDENTIFICATION DATE MOLDED DATE RECEIVED IN LAS DATE TESTED AOE (DAYS) TOTAL LOAD (LDS) TEST STRENGTH (PSI) SPECIMEN SIZE (01A-NT) CYLINDER wawa 5553 5554 08 -14 -96 08 -21 -96 09 -11 -96 7 28 85,000 101,500 3007, 3590 V � 6x12 28.0 27.5 TESTING LABORATORIES • ENGINEERS - INSPECTION SERVICES - CHEMISTS DRILLING 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Client: Blum Builders 275 N.E. 92nd Street Niami.Shore, F1:33138 Project S.F.R. Location: 1430 N.E. 101 Street., Niami .Shore Contractor. Concrete Supplied by: Central Concrete < Specified Strength: 3,000 P s i 28 days. Slump: Inches. Alr Content percent m Q Mix Type: Nom wl ti Light tit. ❑ Mortar Mix ❑ Gunite ❑ Grout ❑ Other. p C Specification: ASTM ® ACI ❑ Other Transit Mixed ❑ Pump Mixed ❑ Other REMARKS: CONE 0 Location of Pour Wall pool Concrete Truck No. Ticket No Weather Conditions Air Temp. F Concrete Temp. F Time Concrete was Sampled Time Concrete was Batched Size of Load c y. Slump In. Air Content % Water Added gal. Authorized by — Molding, Field Tests, and Field Data by Client Representing A. S . E.T. C. Appearance of Cylinder at Test GOOD Days Field Cured Cylinders were made, cured According to ASTM C -31 Cylinders Tested According to ASTM C-39 yes ® no ❑ CONEISHEAR ❑ SHEAR 4 SPLIT ❑ yes r WetWL PCF. Tested by: A.S.E.T.C. Checked by A.R. Reported by: A.S.E.T.C. Cylinder Set No. 05 Date o1181 Report 0R - -96 2nd Report 119 -1 1 -96 3rd Report: Final Report no ❑ ONE pec / 1 ? : bmitt //e '.E ALL STATE, ENSI NC-CONSULTANTS, INC. Any cylinder falling to meet strength specllloallons will be retained by the testing laboratory for minimum of ten days for inspection of concrete and capping by client, II desired. unknown ❑ CYLINDER IDENTIFICATION DATE MOLDED DATE RECENED IN LAS DATE TESTED AO! (DAYS) TOTAL LOAD (Las) TEST STRENGTH (PSI) Eal SPECIMEN SIZE (DIA -HT) CYLINDER WEIGHT 5551 5552 08 -14 -96 08 -21 -96 09 -11 -96 7 28 89,000 109,000 3148 3856 en a 6x12 27.9 .27.7 Client: Blum Builders 275 N.E. 92nd Street Cylinder Set No 04 Miami .Shore, Fl 33138 Date of 1st Report 08 -21 -96 Project S.F.R 2nd Report 09 -11 -96 3rd Report Location. 1430 N.E. 101 Street., Miami , Shore Final Report Contractor. Concrete Supplied by: Central Concrete CONE 0 a Specified Strength. 3.000 psi In 28 days. Slump: Inches. Alr Content percent. a Mix Type: Norm wt. I) Light wt ❑ Mortar Mix ❑ Gunite ❑ Grout ❑ Other. O C Specification: ASTM Ol ACI ❑ Other TransN Mixed ❑ Pump Mixed ❑ Other 5 la � Location of Pour Wall pool Concrete Truck No. Ticket No. Weather Conditions Alr Temp. F Concrete Temp. F Time Concrete was Sampled Time Concrete was Batched Size of Load c y. Slump In. Air Content %. Water Added gal Authorized by Molding, Field Tests, and Field Data by Client Representing A. S . B. T. C . - Appearance of Cylinder at Test GOOD Days Field Cured ONE Cylinders were made, cured According to ASTM C -31 Cylinders Tested According to ASTM C-39 yes ® no ❑ REMARKS: 1 CONE/SHEAR ❑ TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING SHEAR 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS SPLIT yes 10 Tested by: A. S.E.T.C. Checked by: A.R. Reported by: A. S . E T. C. no ❑ unknown ❑ Wet Wt. PCF. ALL STATE EN NSULTANI'S, MC. Any cylinder /siting to meet strength specifications will be retained by the testing laboratory for minimum of fen days for Inspection of concrete end capping by client, i1 deslred. CYLINDER IDENTIFICATION DATE MOLDED DATE RECFJVED IN LAS OAT! TESTED AGE (OAYB) TOTAL LOAD ICES) TEST STRENGTH (P81) Iti SPECIMEN BIZE (DIA•HT) CYLINDER WEIGHT 5549 5550 08 -14 -96 08 -21 -96 09 -11 -96 7 28 81,000 100,000 2865 3537 6x12 27.8 27.8 TESTING LABORATORIES • ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Client: Blum Builders 275 N.E. 92nd Street Miami,Shore, F1:33138 Project S.F.R. Location: 1430 N.E. 101 Street., Miami .Shore Contractor. Concrete Supplied by: Central Concrete S cified Strength: 3,000 000 s I In 28 days. Slump: inches. Alr Content percent. 0 < pe gt : P ys. m Q ▪ Mix Type: Norm wt 33 Light wt. ❑ Mortar Mix ❑ Gunite ❑ Grout ❑ Other. O • Specification: ASTM ® ACI ❑ Other Transit Mixed ❑ Pump Mixed ❑ Other CONE 0 Location of Pour Wall pool Concrete Truck No. Ticket No Weather Conditions Alr Temp F Concrete Temp. F Time Concrete was Sampled Time Concrete was Batched Size of Load c y. Slump in. Alr Content %. Water Added gal. Authorized by Client Representing A.S.E.T.C. 3 e s qo Appearance of Cylnder at Test GOOD Days Field Cured ONE Molding, Field Tests, and Field Data by Cylinders were made, cured According to ASTM C -31 Cylinders Tested According to ASTM C-39 yes ® no ❑ REMARKS: 2 CONE/SHEAR ❑ 8HEAR SPLIT ❑ yes S] Cylinder Set No. 03 Date of 1st Report 08 -21 -96 2nd Report 09 -11 -96 3rd Report Final Report no ❑ Wet Wt PCF. Tested by: A.S.E.T.C. Checked by A.R• Reported by: pec • ubmfh .:r. mr jT• ALL STA TE ENS T. B IVSUL'rAIVTS, iNC. unknown ❑ Any oyllnd*r felling to meet strength specllicatIone will be retained by the testing laboratory for minimum of ten days for Inspection of concrete and capping by client, if desired. Client Blum Builders 275 N.E. 92nd Street Miami.Shore, F1;33138 Project SF.B Location: 1430 N.E. 101 Street., Miami. Shore. Contractor. Concrete Supplied by z o NN F Wp CYLINDER IDENTIFICATION 3910 3911 3912 3913 REMARKS: � r i I CONE ❑ Specified Strength: 3.000 p.s.i. In Mix Type: Norm wt El Light wt. ❑ Specification: ASTM ® ACI ❑ Other Location of Pour Center : area of the house Gray Beam Weather Conditions Time Concrete was Sampled 5 Slump Molding, Field Tests, and Field Data by Appearance of Cylinder at Test Cylinders were made, cured According to ASTM C -31 Cylinders Tested According to ASTM C-39 . yes DATE MOLDED 07 -23 -96 4 CONE/SHEAR ❑ dFSfak gyineedry r�� gal ', i TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES • CHEMISTS - DRILLING 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Central Concrete Sunn In. AIr Content DATE RECEIVED IN LAB 9:08 28 days. Slump: Mortar Mix ❑ Gunite ❑ Grout ❑ Transit MixedIa S.J GOOD DATE TESTED 07 -26 -96 07 -30 -96 08 -20 -96 08 -20 -96 4 ..n AIr Temp. 810 . Time Concrete was Batched _ %. Water Added — AG! (DAYS) TOTAL LOAD (LOS) 5 3 71,500 7 95,000 28 117,000 28 116,500 Cylinder Set No. 02 Date of 1st Report 07 -26 -96 2nd Report 07 -30 -96 3rd Report 08 -20 -96 Final Report 08 -20 -96 Concrete Truck No. 159 _ Inches. Air Content _ Other. Pump Mixed ❑ Other F Concrete Temp. 8:09 gal. Authorized by . Representing Days Field Cured yes 13 no ❑ Wet Wt. TEST STRENGTH (PSI) Tested by: A•S.E.T.C. Checked by: A.R. Reported by: A. S .8.7...C. Pec ubmftt m r , . E . Size of Load A .S.E.T.C. ONE no ❑ TYPE OF FRAC. 2529 3 3360 4 4139 4 4121 4 Ticket No 3- 00246129 86 10 SPECIMEN 81ZE (01A-NT) 6512 c.y. NSULTANTS, INC. Any cylinder telling to meet strength specINoallons will be retained by the testing laboratory for a minimum of ten days for Inspection of concrete and capping by client. desired. percent. unknown ❑ P.C.F. CYLINDER WEIGHT 27.0 27.0 27.0 27.0 CYLINDER IDENTIFICATION DATE MOLDED DATE RECEIVED IN LAS DATE TESTED AGE (DAYS) TOTAL LOAD (Las) TEST STRENGTH (PSI) SPECIMEN SIiE (DIA -HT) CYLINDER WEIGHT 3906 07 -23 -96 07 -26 -96 3 76,000 2688 r1 6x12 27.2 3907 07 -30 -96 7 99,000 3502 27.2 3908 08 -20 -96 28 123,000 4351 27.2 3909 08 -20 -96 28 120,000 4245 27.2 Siak f° figa ' r a a/1 , J CONE ❑ Location of Pour CONE/SHEAR 0 TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING 3745 N.W. 50th STREET, MIAMI, FLORIDA 33142 LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS Client. Blum Builders 275 N.E. 92nd Street Set No. O1 Miami .Shore, F1133138 Date of 1st Report 07 -26 -96 Project S.F.R 2nd Report 07 -30 -96 3rd Report 08- 20 -96- Location: 1430 N.E. 101 Street., Miami .Shore Final Report 08 -20 -96 Contractor. Concrete Supplied by: Central Concrete Z a Specified Strength: 3,000 p s 1 percent. In 28 days. Slump: 5 Inches. Air Content percen 12 a Mix Type: Norm wt. fa Light wt ❑ Mortar Mix ❑ Gunfte ❑ Grout ❑ Other. p Specification: ASTM ® ACI ❑ Other Transit Mixed TO Pump Mixed ❑ Other North West end corner area of the house Gray Beam 81° Weather Conditions Sunny Alr Temp. 81 F Concrete Temp. 85 F 3 Time Concrete was Sampled 8:40 Time Concrete was Batched 7:45 Size of Load 10 c y. v 5 a Slump 4 In. Alr Content °A. Water Added gal Authorized by r Molding, FIeId Tests, and Field Data by S " Representing A. S . E.T. C . Appearance of Cylinder at Test GOOD Days Field Cured ONE Cylinders were made, cured According to ASTM C -31 Cylinders Tested According to ASTM C-39 yes ® no ❑ REMARKS: -1 4 SPLIT 0 Concrete Truck No. 840 Ticket No. 00246125 yes %] WetWL PCF. Tested by: A- S.E.T.C. Checked by A.R. Reported by. A.S• E.T.C. ubmitt no ❑ ALL STATE EN NSULTANTS, INC. Any cylinder falling to meet strength specifications will be retained by the Iea9lng.laboretory for a minimum of ten days for Inspection of concrete and capping by client. 11 desired. unknown ❑ ,vores /). BEAR/,(/OS SNOW(/ REp cj REFER To 4,41 4SSL/MEo N. 8 J °50 =54'x., FOR 7// SOU71/ R/G /7-OF -W4 y L /2J OF N.E. 102 STREET. 2) . ELEVAT /o vS SJ/oWc/ //EREO,v REFER 7O EEA /0AM L. EODET /C VERT /CAL DATUM OF 1926 SOUND 7R /L L WOLF' Sex/CH MARK = P. K. NA /c; 0.5 't S. OP N. EDGE OF PA VEMP,c/T, 4L e. /ODTySTRECT . S. OF F /RsT t'O.uCRE'TE L/GHTPo[E, E. 0,c 8 /SCAY,VE 80ULEv.4Ro, 200'" E. OF E. EDOEOF P.oVE,yevr 8/SCAY,vE 80ULEvgRO. ELEV,47 /ox/ = 770 (,/G. V.D) 4). PROPERTY SJ/ONA7 HEREc FALLS W /r,Nl /,u FEDERA[ FLOOD ZONES A ECEL /0).4,410 veal //) PER FIRM COMMUhv /Ty Pq c/EL ,v° 72X52 0093 J, OP MAP/VI' /2025COOPJ3 J, DATED M,4RCy 2,/941. 5) . v /S /BLE 7,4 1D /C4TO,PS OF !/77L /TIE5 ARE 5 HoW,c/x/ERE0v, //OWE v& r , ,(l0 4 TTEM/°T 4,4s 8EE',(L MA DC TO L OC4 TE LINOERCiROUJ/D /TENS G�. 800,uD4 R Y D /STAKES OF SUB,/ECT PROPERry ARE RE'CORO 2 AX/D MEASURED, UNLESS Ory6Rw,SE 5T4 TEO . 7). PREPAREO FOR : ART SALOw, 4.i C,y /TECT. 8). TW /S SUR WAS PREPARED FOR THE EXCLUS/vE USE OF Pie PERS0/J,v444eo NE'REON. THE.Jrr4CA/ED CERT/P/ 4r4ouDOE S,c/Or EXTE,UO TO ANY L/,CJAJAM8D PARTY 9). TH /S .SUR Vey /8 SUBJECT TO F4SEkIE,jTS, R/GJJTS - OF- 1-144,V AA/0 OTHER MATTERS Wf/ /CN ,l1 / /N7 BE RE,cZ EC760 /L/ ,q SE4RCN OF T /TLE TO THE SUBJECT L4A/OS