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1225 NE 93 St (3)Date : A • PERMIT APPLI CATION FOR MIAMI SHORES VILLAGE " Job Address � � - S /V 7 3 12-31. g r. Tax Folio r ACt so' oF4ar3 rJe 3 - r 2- r"( Legal Description BI- of K I o F T3 ` L vlcz E Historically Designated: Yes pLRr L o%< I A'r" P A 6C -/o3 p 11/i4Pf/ - !7-Y Owner/Lessee / Tenant / d- Al trt S CI dk C K $6-N /LL1nJ9E 4 Master Permit # 7 � 9 ®1.4, y Owner's Address / Z '1-5 N L_ ? 3 ` s-r., ,i4 / /}F+/ SW a, C$ F'f- Phone 3 0 S -- 7 5 7 - R1.81 Contracting Co. 1-4 /1).1) F_ C®IQ f7 CO/ern Address 41 /4Q G-re ULI,9. S7' Qualifier ���d /L/• GgC,e & SS# ; 7 - 74r ;3V0 Phone ,e ® - K4 - «'7 "7 State # C G © W°C) Y q2 ? ? 7 Municipal # Comp etency # Ins. Architect/Engineer 4.•G 0 n/ WE C M S L E'"/ Address . /1 t o t.y, / b . c y w / o 0j) FL Bonding Company Address Mortgagor Address y�y te Permit Type (circle one): PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN UILDING WORK DESCRIPTION C-oM✓15.' 21 Cicts r »v, Pent To /MA ref? 13GDRoo,t To EXIST /AJ MAA-S BE- j/-e'°'4 Square Ft. ,- Mechanical Estimated Cost (value) 2 ( Poo- /AUK - 4,2D0 Jtoyrtvf ) 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 perfonned 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. • a / / ' =� � 4 / ITC � � . . • 2449 "or EXPIRES: Oct 3. 1.800 - TARY FL • • Service & : •�� IR6 u ature ate ctor to do nding. Inc. / a I II 7'4 ac or o o • -: se Pp �o w �� dOSE M GARCIA, [I. MY OMMIS ON #CC972 A 7 OA' XP • 3.3004 Ok Of F� : Yi M d . dil l. ilia�i�ti�1 1 e Date OWNER'S API•'IDAVIT: I certify that all the foregoing information is accura construction and zoning. Furthermore, I authorize the above -named con '- otary as to Owner and/or Condo President My Commission Expires: Fdd't`tiow /00- et144S /76 FEES: PERMIT o2/5 RADON 3 • APPROVED: 37),0/ Zo ning Building ' °, vO Plumbing D e Notary as t My Commission Expires: II g� C.C.F. / (0 • NOTARY work wil w.rk stat / ' Z /lethical 0 a A r N 4 ( vc- w A4A- s ry R done in compliance with all applicable laws regulating TOTAL DUB-C3S BOND v'. No /1 D te p Structural Engineer /vat, l!/141/4 0 /ZZV. ¢)3 f 1 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 e Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: r a-S`I sal of Lot 3 q- Vest -2 S ' o¢ t- at 4/ $10 1 6 'f BAY /.uRE p 1 4/2/ PG 3 /225 Ncl2 E 93 St f, o- mt. SAor - es l - L 2. Description of improvement: rr A dc/( o n of h e w /`(cts ter i3 elf 6111 ,ck d K 6-p a Vet 14 o T �X t,-Stl n 4 () /1 " r a N e kI B i t ii v-o e yri J et. 6. _le d- 11 1 a- r 0 r e S c4 , i/ , i if er ST M a L_ .w. r- h bes, (=L- -33/3r Interest in property: Ow N e i s f^ e s t d e.1 e. e 3. Owner(s) name and address: /2-D / 2-1_5 A/ q3 Name and address of fee simple titleholder: S �..� 4. Contractor's name and address: grog' 5. Surety:(Payment Name and address: Amount of bond $ 6. Lender's name and address: Notary Public Print Notary's Name My Commission Expires: L_ 02- 'Yt Cit c,n C or/:7 . /-"i-p t ho-- St , Caro_) hies 33/ (/ STPuTj FLORIDA, COUNTY OF DADE I H EBY TIFY that this is a tr ry of the on.mal file.' in this .ffce on da of ,AD20 WITNESS m h. • . d I fficial Seal. A/d >T a HARVEY RUVI `' j , of Circuit and County Courts By /`•. D.C. bond required by owner from contractor, if any) 7. Persons within the State of Florida designated by Owner upon whom notices or other . •cuments 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. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) re of Owner I I PtirSt Owners Name �J -qC k S c h: ` I l n Sworn to and subscribed before me this S' day of OL..4 Alb c' l� ASV., . CC78669 SSION EXPIRES OF FA NOV. 15,2 0 02 OFFICIAL NOTARY SEAL A ELA M BECKER 01.R 169215 2001 APR 09 11:58 E C.011 � Prepared by: + c 4 ( it u S• Address: /2_ l' /0E 3 T f S f — _33(3 r 123.01.52 2193 MTAM 2 CEES U:LD :NC AND :WING _0050 N. E. 2..^ AVENUE ACS' 95- 2"' FAX: ('0') ri -:c BUILDING PERMIT/CONTRACTORS REGISTRATION ATION Ci'EOLIS i ia aril/ � 93s� Coy of STATE OF FLORIDA CEEEMMITICN (DEER) SLATE RECIISLIATION AND DADE OCUNTY CC•PEEENCY LIC= Coy of current OCCUPATIONAL LICENSE from county or municipality when business is located. Certificate of Insurance for LIABILITY (address_ to Mimi Shores Village) Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. Sate of Florida LES Fozm BCH -204, Construction r^d s` Notice of Election to be Exempt. Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sewer ::_r registered architect or engineer. Occupancies by-Group Classification must be on plans and ceit 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 appli le. �• �Ct - -rent survey of the property. ss , i Certificate of Elevation signed and sealed by Surveyor. L.--' f_ m Health DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, altninuw worts, screen enclosures, shutters awnings, skylights, french doors and etc. Substantial Improvements Checklist (ennt `ctor or owner). 4 sets of energy calculations two sets of signed & sealed Truss Plans (Engineer). an .1 -. ..,1 PLEASE SUBMIT EVERYTHING CHECK D OFF DADE County Impact Fee Section, Fire Department & (when applicable) . DERM Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee 9 ( I O o, o o "� Flood Elevation Notice of Commencement PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with att Federal, State. County.Wlage rotes end regulations. Wage assumes no responstb[llty for accuracy oflor results from those plans. 2. This copy of plans must ba available ea building site or no Inspection w111 be conducted. • CRITIQUE SHEET JOB ADDRESS APPLICANT el f— ( C-C /M PHONE # APPUCATION # SHEET OF MISCELLANEOUS DATE 1 ;,30 COMMENTS o / INITIALS ®n e� p- IAA g e7 ) 5.L? � are o'rc /�/ C/`�� U P ( &'de BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT tractor /owner 'ck 2 sets • f : t Pl uP p for (address) I Z , 2 S ,Vt F3 S T from the Building and Zoning Department on (date) smo to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to . continue the permitting process. 7L eict , iruz A-J) 134. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTNFJREVISED DATE ZONE(S) (Zone AO, use depth of flooding) 0093 J 7 -17 -95 3 -02 -94 .AE 8.0 Feet 1 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 20652 ADDRESS SIGNATURE FEMA Form 81 -31, AUG 99 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. 620 NE 126 Street SECTION A - PROPERTY OWNER INFORMATION _DING OWNER'S NAME Mr. Jack Shillinger BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 1225 NE 93rd Street CITY STATE ZIP CODE Village of Miami Shores Florida PROPFRTY t XI: Q t_L otnd 3 81o�1cdyest' T, L5 P a o Number, Legal 4 D B1ock e 1 ) , of BAY LURE, PB 44, P 63 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 1_I GPS (Type): ( ##° - #'#' - ##.tHr or ##.f##### LJ NAD 1927 LJ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. COUNTY NAME Miami -Dade Policy Number LJ USGS Quad Map LJ Other. SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ft.(m) 1 O f) Lowest adjacent grade (LAG) 5 ..2 R(gu) z v R O g) Highest adjacent grade (HAG) r • �. 40 ° ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O i) Total area of all permanent openings (flood vents) in C3h ! sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: B3. STATE 1 Florida BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. I-1 FIS Profile (x,J FIRM LJ Community Determined LJ Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: LJ NGVD 1929 LJ NAVD 1988 LJ Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? JJ Yes LJ No Designation Date: C Zuilding elevations are based on: LJConstruction Drawings' LJ Building Under Construction* JsiFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area-of Section D or Section G. as appropriate, to document the datum conversion. Datum 19 ? 9 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1.j Yes LJ No ❑ a) Top of bottom floor (induding basement or enclosure) Z . 3 - ft.(tpl • a `. O b) Top of next higher floor = R(m) ` O c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m) c O d) Attached garage (top of slab) ▪ _ R(m) ❑ e) Lowest elevation of machinery and/or equipment ' servicing the building This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. CERTIFIER'S NAME UCENSE NUMBER Howard C. Gamble 1683 LE Vice- President COMPANY NAM E A. R. TOUSSAINT & ASSOCIATES , INC. CITY Nor Miami STATE Florida 33161 DATE TELEPHONE 29. 20 00 PHONE 305 891 714n SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS L _ • 5 reef CITY STATE ZIP CODE Company NAIC Number Village of Miami Shores ' Florida SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) - Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ( I I ft.(m) ( I lin.(cm) LJ above or LJ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I J ft.(m) J I Iin.(cm) above the highest adjacent grade. E4. For Zu,ie AO only: !f i o floed depth number is available, is the top of the bettor*± flo ^r elevated in ?rrordance with the community's flood • lain mana • ement ordinance? Yes No Unknown. The local official must certi this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. LJ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. LJ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone O i. G3. LJ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY l ISSUED G7. This permit has been issued for LJ New Construction LJ Substantia Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS CITY JJ Check here if attachments STATE ZIP CODE DATE TELEPHONE LJ Check here if attachments 1J Check here if attachments _ FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS N ' 1 1 2 3 4 S O } LEGAL DESCRIPTION: THE EAST 50.00 FEET OF LOT 3 AND THE WEST 25.00 FEET OF LOT 4 OF BLOCK 1, OF "BAY LURE ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ORDER NO. 12555 DATE: AUGUST 28, 2000 F.B. 481 PGE. 27 -29 SCALE: AS SHOWN SURVEYOR'S NOTE: (1) FLOOD INSURANCE RATE MAP INFORMATION: COMMUNITY NO. 120652, PANEL 0093, SUFFIX "J ", FIRM INDEX DATE: 7- 17 -95, PANEL REVISION DATE 3- 02 -94, ZONE "AE ", BASE FLOOD ELEVATION :8.0 FEET:N.G.:V.:D. (2) EXISTING FLOOR ELEVATION IS 7.30':N.:G.:V,:D. SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. 752 A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS HOWARD C. GAMBLE REGISTERED SURVEYOR & MAPPER NO. 1683 STATE OF FLORIDA to.to GONG. SLAB •SET t.P. -1 LINE P. t.P ' 1 1 2 3 4 S O } LEGAL DESCRIPTION: THE EAST 50.00 FEET OF LOT 3 AND THE WEST 25.00 FEET OF LOT 4 OF BLOCK 1, OF "BAY LURE ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ORDER NO. 12555 DATE: AUGUST 28, 2000 F.B. 481 PGE. 27 -29 SCALE: AS SHOWN SURVEYOR'S NOTE: (1) FLOOD INSURANCE RATE MAP INFORMATION: COMMUNITY NO. 120652, PANEL 0093, SUFFIX "J ", FIRM INDEX DATE: 7- 17 -95, PANEL REVISION DATE 3- 02 -94, ZONE "AE ", BASE FLOOD ELEVATION :8.0 FEET:N.G.:V.:D. (2) EXISTING FLOOR ELEVATION IS 7.30':N.:G.:V,:D. SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. 752 A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS HOWARD C. GAMBLE REGISTERED SURVEYOR & MAPPER NO. 1683 STATE OF FLORIDA to.to GONG. SLAB •SET t.P. -1 LINE P. t.P • BUILDING OWNER'S NAME Mr. Jack Shillinger 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 20652 84. MAP AND PANEL NUMBER 0093 FEMA Form 81 -31, AUG 99 85. SUFFIX J FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Reed the Instructions on papa 1 7. SECTION A- PROPERTY OWNER INFORMATION SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 82. COUNTY NAME Miami -Dade 88. FIRM INDEX B7. FIRM PANEL. 88. FLOOD DATE EFFECTIVE/REVISED DATE ZONE(S) 7 -17 -95 3 -02 -94 AE O.M.B. No. 3067 -0077 Expires July 3 2002 For Insurance.Compleny Liss: Poljy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Num ber 1225 NE 93rd Street STATE ZIP CODE CITY STATE of Miami Shores Florida PROP TY P�r� Lot tubers, roN �i pss�o , a�) . aeDZ"iVot3` Pa o u P Lo t L 4 Bloc�C 1, of BAY LURE, PB 44, P 63 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments sec don If necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ GPS (Type): ( NIP - N, - 00.0N' or NN.NNNNN°) 11 NAD 1927 LJ NAD 1983 Li USGS Quad Map LJ Other B3. STATE Florida B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 8.0 Feet B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L—J FIS Profile JxJ FIRM LJ Community Determined L_J Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: LJ NGVD 1929 J NAVD 1988 U Other (Describe): B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L J Yes LJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings" LJBuilding Under Construction• kuFinished •A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number, 1 (Select the building diagram most similar to the building for which this certificate is being co pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0� Complete Items C3a -i below according to the building diagram specified In Item C2. State the datum used. If the datum is ditrrent from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum calculation. Use the space provided or the Comments area-of Section D or Section G, as appropriate, to document the datu conversion. Datum 19 29 Con Elevation reference mark used Does the elevation reference mark used appear on the FIRM? • LJ Yes LJ No O a) Top of bottom floor (including basement or enclosure) 7 • _3.. g•() O b) Top of next higher floor a' _ ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) It (m) O d) Attached garage (top of slab) _ 11.(m) i O.0) Lowest elevation of machinery and/or equipment servicing the building _ m O f) Lowest adjacent grade (LAG) S . Ztt.10) O g) Highest adjacent grade (HAG) , • LOW 0 h) No. of permanent openings (flood vents) within 1 R. above adjacent grade O I) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a lard surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information In Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Howard C. Gamble 1683 TITLE Vice- President COMPANY E A.R. TOUSSAINT & ASS0CIA1TES, INC. ADDRESS 620 NE 126 Street CITY STATE Miami sTATE Florida � PCODE 33161 SIGNATURE TELEPHONE C . DATE Aug s 111 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOU EDITIONS IMPORTANT: In these spaces, copy the corresponding information trim Section A. BUILDING ATREET ADDRESS (including Apt.. Unit, Suits, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1225 NE 93rd Street CITY VillaPe of Miami Shores Florida COMMENTS LOCAL OFFICtAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS for Insurance Company,Use: . 4 Polley Number STATE ZIP CODE Company NAIC Number SECTION 0 • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. G2. L1 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community -issued BFE) or Zone AO. G3. L j The fotowing Information (items 04-G9) is provided for community f oodpisin management purposes. 04. IbEitMITHUMEER 05. DATE PEWIT 108. DATE CERTIFICATE OFCOMPUANCEIOCCUPANCY ISSUED G7. Thispemnit has been Issued for LI New Construction Lj Substantial Improvement G8. Elevation of as -built lowest floor (Including basement) of the building Is: _ ft.(m) Datum: G9. BFE or (m Zone A0) depth of flooding at the buiding site is: _ ft.(m) Datum: TITLE TELEPHONE DATE I_I Check here if attachments FEMA Form 81.31, AUG 99 REPLACES ALL PREVIOUS EDITIONS U Check hero if attachments SECT ON E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone A Information El. Building see pages E2. The top (check E3. For Building L I I 0 and Zone A (without BFE), complete Items El through E4. if the Elevation Certificate is intended for use as supporting for a LOMA or LOJNR -F, Section C must be completed. Diagram Number (Select the building diagram most similar to the buiding for which this certificate is being competed — 8 and 7. If no diagram aocxuatety represents the building, provide a sketch or photograph.) of the bottom floor (Including basement or enclosure) of the building Is I I 1ft.(m) L_L jln.(cm) L_1 U above or U below one) the highest adjacent grade. Diagrams 8-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building Is ft.(m) jLjin.(cm) above the highest adjacent grade. A0 only: If no flood depth number Is available, Is the top of the bottom floor elevated In accordance with the community's management ordinance? U Yes U No Lj Unknown. The local offldsl must certify this Information In Section G. E4. For Zone floodplaln SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The prop¢rty owner or owneh's authorised representative who completes Sections A, B, and E for Zone A (without a FEMA•Issued or community- issued BFE) or Zone AO must sign here. I PROPER OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'ENAME ADORES CITY STATE MP CODE SIGNATURE DATE TELEPHONE COMM F.N * S Lj Check here if attachments SECTION 0 • COMMUNITY INFORMATION (OPTIONAL) The local dal who is authorized by law or ordnance to administer the communtly's floodplain management ordinance can complete Sections B, C (or E), and 0 of this Elevation Certificate. Complete the applicable items) and sign below. G1. L1 a information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor. e Inner, or architect who is authorized by state or local Iaw to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) IMPORTANT: In these spaces, copy the corresponding information trim Section A. BUILDING ATREET ADDRESS (including Apt.. Unit, Suits, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1225 NE 93rd Street CITY VillaPe of Miami Shores Florida COMMENTS LOCAL OFFICtAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS for Insurance Company,Use: . 4 Polley Number STATE ZIP CODE Company NAIC Number SECTION 0 • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. G2. L1 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community -issued BFE) or Zone AO. G3. L j The fotowing Information (items 04-G9) is provided for community f oodpisin management purposes. 04. IbEitMITHUMEER 05. DATE PEWIT 108. DATE CERTIFICATE OFCOMPUANCEIOCCUPANCY ISSUED G7. Thispemnit has been Issued for LI New Construction Lj Substantial Improvement G8. Elevation of as -built lowest floor (Including basement) of the building Is: _ ft.(m) Datum: G9. BFE or (m Zone A0) depth of flooding at the buiding site is: _ ft.(m) Datum: TITLE TELEPHONE DATE I_I Check here if attachments FEMA Form 81.31, AUG 99 REPLACES ALL PREVIOUS EDITIONS WARRANTY DEED . (FROM CORPORATION) • • 3Jnbrnturr, Made, this BETWEEN existing under the laws of the State of business in the County of Dad e and lawfully authorized to transact busine..rs in the State of Florida, party of the first part, and Jack Schillinger and Marjorie Schillinger, his wife C A; Sle e Owe AticAcr.J fr Df kr'r.Orw s•- � � — A • of the County of Dade and State of Florida part i e S f the second part WITNESSETH: That the said party of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable consideration to it in hand paid by the said part 1. e. j the second part, the granted, bargained and sold to the said part t e So f the second part, heirs and assigns forever, the following described. land situate, lying and being in the County o Dade Lot Three (3), less the Westerly twenty -five feet (W'ly 25') thereof, and the j twenty-five feet (W'l1 25') of Lot our (4), Block One (1), Bay Lure ubdi.visi,on, according to a plat thereof recorded in Plat Book 44 at Page 63 of the. public Records of Dade County, Florida; Subject to of record; Subject to years. sealed and delivered in ENGINEERED HOMES, INC. uC'S'. ! �. V PAGE Pit PAPCO'S FORM A -3 arrant Uprb and State of Florida, to-wit: 13th d o f September conditions, restrictions and limitations taxes for the year 1955 and subsequent . :4 said party of the first part does hereby fully warrant the title to said land, and will defend °" the s4nNe'against the lawful claims of all persons whomsoever. •r t i,l , IN WITNESS WHEREOF, the said party of the first part has caused these pros -. • ents to be signed in its name by its proper officers,- c 1 (Corporate and its corporate seal to he affixed, attested by its •;�/ Seal) secretary, the day and year above written. Y ATTEST: Secretary presence of as: Florida By CO PUBLISHING CORPORATI1 MIAMI 36. FLORIDA , A. D. 19 55 , a corporation , having its principal place of and State of Florida ENGINEERED HOMES, INC. "'Dollars, receipt whereof is hereby acknowledged has their President. a r ' 0 7 Statr of Murtha, C!Iouutll of .J Trrrtt1J Tertifg, that on this 13th d „ f September 4. U. 1955 , before me personally appeared and Emi1 J. Gould President and Secretary respectively of ENGINEERED HOMES, INC. . a corporation under the laws of the State of Florida , to me known to be the persons who signed the fore- going instrument as such officers and severally acknowledged the execution thereof to be their free act and • deed as such officers for the uses and purposes therein mentioned and that they affixed thereto the offi. - vial seal of said corporation, and that the said instrument is the act and deed of said corporation. • in the County of Dade the day and year last aforesaid. Illy commission. expires: �n ^ " y a in — ti N 7 T rn v v)-- z-,- ` c ro • a` , y cr Q i."' C . n a Q a r \ a. c m. a, a y O �1� O '\ O O ~ t ti 1:: a c. lz7 Q 4 n n' in ti: f O Q .. o p o a- .4 a 4 v '•---. Q V -1 .. Q- :> r) m e„ • o "I n y ;E. .- ", am .. ;•Z O Dade a BOOK =�C 9 R 3E3 9 9. D. Freedman ttUEB I my signature and official seal at <li amt anal Stag of F lorida 1 Notary Public, Stck of Florida at large ,. My commission expires July 14� -1957. " : , ; Bon by American Surety Co..of'N. " ; ' ,; C7 % I T1 . 1 ,. , erg).-) . 1 P t '. Slt Omg , T i 0 W tr Q WARRANTY„DEED PAPCO'S FORM A -3 (FROM CORPORATION) ains 3lridrtiture, Made, this of the County of part 1 e Sof the second part WITNESSETH: !.) .) (Corporate Seal) ATTEST: Subject to of record; Subject to years. S• •d. sealed and delivered in presence of m: 0 800V. PAGE r 4 r � �i c � S � mo d' �.� � � ,_„• • S�" CO PUBLISHING CORPORATII,/ MIAMI 38. FLORIDA ttxrttntg 3�erd 13th d o f BETWEEN ENGINEERED HOMES, INC. Florida existing under the laws of the State of business in the County of Dad e and lawfully authorized to transact business in the State Jack Schillinger and Marjorie Schillinger, his wife O� Sic )1' �' ✓sncrA/ fr Dv �.�+ e4A -Af. ?/ — /(1►�i4 4r, . Dade and State of Florida That the said party of the first part, for and in consideration of the sum, of Ten Dollars and other good and valuable consideration to it in hand paid by the said part b e the second part, the receipt whereof is hereby acknowledged r• • their granted, bargained and sold to the said part t e Sof the second part, heirs and assigns forever, the following described. land situate, lying and being in the County o Dade and State of Florida, to -wit: Lot Three (3), less the lesterly twenty -fine feet (W'Zy 25') thereof, and the Westerly twenty-five feet (Fi 25') of Lot Four (4), Block One (1), Bay Lure ubdivision, according to a plat thereof recorded in Plat Book 44 at Page 63 of th.e. Public Records of Dade County, Florida; id1A- conditions, restrictions and limitations taxes for the year 1955 and subsequent :A ; the said party of the first part does hereby fully warrant the the s!r'isKajpinst the lawful claims of all persons whomsoever. • ^ti � • IN WITNESS WHEREOF, the said party of the first part has caused these pres- ents to be signed in its name by its proper officers, and its corporate seal to be affixed, attested by its secretary, the day and year above written. Secretary By September , A. D. 19 55 , a corporation , having its principal place of and State of Florida of Florida, party of the first part, and ENGINEERED HOMES, INC. tita Dollars, has title to said land, and will defend President. of 3TIortba, tt of Dade ,.mission expires: trtttg Trrtifg that on this 13th day o f September 1955, before me per.onally. appeared B. D. Freedman Emil J. Gould ENGINEERED HOM.';S, INC. ate o f Florida instrument as such officers and severally acknowledged the execution thereof to be their free act and is such officers for the uses and purposes therein mentioned and that they affixed thereto the nffi- al of said corporation, and that the said instrument is the act and deed of said corporation. tturso my signature and official seal at Hi anti 0 BOOK 4160 po,GE335 } President and Secretary respectively of . a corporation under the laws of . to me known to be the persons who signed the fore- ,caul Stag Of Florida County of Dad e zy and year last aforesaid. Notary Public, St c of Florida ate forge ‹ My commission expires July i4,. -1957. Bonded by American Surety Co. •.f4N:'•Y, ' • ' , A r 1: c 1 cal) 09/26/2000 09:29 . 8003870692 - • - VABBOTT&ASSOCIATES PAGE 01 1 FLOW0A ENERGY EFFICIENCY CODE l . %JADING CONSTRUCTION FORM 600C•97 Residential Un llad Applications PrescrlAhiare Method C SOUTH 7 8 9 • s� lbssaawe a Bedlam epreets Departing/it of CtmMra ally d rr r .a c e a r.ro r i�as ed r�.rd..+ . x i exile* twos: ��a b a. d ��eoosa.WORST. MOW aa.p..rr MALL enomaa To onsrees,EddlBICE. s POO Idles ra ar lams d aasdwioetd aws). Peeseedeles a¢iansfs In Trees IC-1. UC,s srd SCa mot way r sr aonoowis did MOM adr Ile deddill Wald Was lted4awe% awl maw dean so easea eserni* Iwo mat te sat way thin agdpederad teesae pyraraaSs addled or a Wee WNW dmedstoM.11tels MOW mt .. Uaspa M q1 a wad asdua+w� rsd elaala s. aelovATtollselnu•+r+ a gaard■e tic l seamm wpe _ ___ aM res . L_ aadTeets SC•1atd y a dinsesmAttsietasrevly Niew4� woursC ca raltiymp�- W1�tRwormollg#dIda_____ Btt3Gaterdmaa�a�rUtwbiM�A /ryes 1. Renovation, Addition. Now System or Ilea aged Hanle 1. /Vttion 2. Single faintly detached or WILIONIMally altad ad 2. __.16.1-- 3. W I Nubia ■ice -ND. of units covered by this submission 3. y0 ma 4. Conditioned floor a (sq. R) S. Pled mbard IMPS vwltem (ft.) 6. —I 6. Glees area and type: 8$ngls Pans Double Pate es. eq.R eq. R a. Tint. pass Ob. _ s4 g sq. ft. b. Tint. am or solar sawn 7. Peeoerria fls of gisss la Sow area 7. —2:— % 8. Floor type and illedeliorc �, R= _� in. R a. Slab-on-grade fl-value) b, wood. raised (R-vid+s) Ob. R= rms. d- c. wood. comma (Rrvabe) lic. R= sq. 6 - d. Concrete. raised (R- value) 8d. R= sq. ft. e. Concrete, coalman (R- value) 8e. Rs $q. b- 9. Wall type and beuletioec a. &ledor: 1. Masonry (rrautabon R- value) 9a-1 R= P. Wood frame (Insulation R-value) 9a"2 b ll Went 1. Masonry (Mutation R-value) 2. Wood frame (Insulation R v ue) c. Mange Walls of MuNpte Units' (YeslPb) 10. Cdisrg type end In : da doer a. Under atlic (Insulation R-value) b. Single assembly (Insulation R- value) 11. Cooling system' elelind AC- gas existing none) 11. (Typo= eenasl. rocs ant. peclage 12. Hemline system*: (Typos Mast pimp• dic salp. nasal gas. LP. gas. gs$ hp.. Loose or PTAiC. aidsic9J mts) 13. Air Distribution Systemr: a. 8acklow damper or single package she (Yes/No) b. Ducts on marriage walk adequately sealed' (Yes/No) 14. Hat water system: (Types ic, kraal ties. oft, eoostnp. nom) * Paters b tsds6tsssd hoots' nN Mee amid ooelaoMI . 9 .1 R� Ilb-2 R= . 9c 3s sq. R sq.A sq. ft. eq. ft. AEU& _..L_ 13e. 13b. 14. TypK EF: . U inium percentage glass b floorase Mowed is seeded lie type, o e►sq lwylh, and ousting coefficient. dun% = Installed % a acc Tt}B, OVERHANG. MID SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE MOWED INSULATION PLSTAUED (P TO 20% F. UP TO 90% LlP TO 4O% UP 7D SO% Concrete Block Frame. 2" x 4' Frame. 2' x 6' . Common, Frame Common. Masonry Single Double 5ehgle Double Sir>gle Dement Sirngls Doable OH - SC 0H -SC 0H -SC OH -SC 0H-SC OH -SC 0H -SC 0H -SC es < 0= 90 from 2 =1A I"- .66 0" -fib the am ulaclu 1 "- 7 0 0 =.70 - er. Single clear SC 2 - .86 z- .86 1•. 66 Cr - .its - =1.0. double clew 1 . .80 1 -.�o 0" -.50 - - SC = .90. and single 1' - 1.0 s- z - -66 1' -.45 0•-.35 tint SC s .86. 2 - 90 z -.70 1" -.50 0 "- .40 SHGC + .e7aSC - i SHGC or IMiney be obtained TABLE 6C3 1 1N1 tit REQUIREMENTS FOR ALL PACKAGES COMPONENTS • SECTIONI REQUIREMENTS Exterior Joints & Creek 606.1 To be caulked. gabled. rlreelher- shipped or otherwise sealed. Exterior Windows & Doors 806.1 Max 0.9 q f . window west: .5 &NIK t. door area. Soil & Top Plats 6061 Sole Metes and penetrations enough top plates of assdow wale mast be sealed ( V/ Recessed Lighting 606.1 Type IC rata wets no penetrations Over 'Demeans slowed). 1 (V Multi-story Mouses 806.1 Air barrier on perimeter of low- cavity between floors. i Edam! Fens 606.1 Endiau t fans tweed b unconditioned space shall hew dampers, except for combustion I devices with i legral ex ductwork Combustion He.INng 6061 Combustion space and water heating systems mast be provided with outside oorrtusdon sir. I / except for direct rent appliances. l Y Water Heaters 6121 Comply with efficiency requirements in Table 6-12. Swath or dearly marked circuit breaker (electric) i or ember (gas) must be provided. Eternal or bull-in heat trao rsauired. Swimming Pools i Spas 612.1 Spas & heated pools merit have covers (except solar heeled). Non-commercial pools ne,•s: have a I pimp rimer. Gas spa & pool heaters mrd have m i imurn thermal efficiency of 78%. Not Water Pipes f 612.1 insulation is wired What water di sating ayslens (r1ckadeg heal recovery mils). Shower Heads 612.1 wafer flow mot be restricted to no more Main 2.5 gallons per mince at 80 PSG. HVAC Duct 810.1 Coescruedon, lesutadon & Installation AI ducts. Slangs. mechanical equipment and plenum dnantuers shall be mechanically aOaCtett. seared. Insulates and imaged in accordance with Are criteria of Section 610.1. Duce in asks must be Maimed to a minimum of R-6. • HVAC Controls 607.1 I Seperrde'sedgy accent* manual or auloendtc thermostat for each system ; v • .. COMPONENT • McUMUM INSULATION INSULATION PLSTAUED EQUIPMENT saN(MUM EFFICIENCY (NSTALIEZ EFFICIENCY ..--,t [TYM I SUN11130 Concrete Block Frame. 2" x 4' Frame. 2' x 6' . Common, Frame Common. Masonry R -5 R•17 R-19 R-11 R-3 Central NC - spa -Snare Plop Room unit or PTAC SEER • • 10.0 SEER 9.7 . EEC' - 8.5' • SEER = 42., Si=ca = ___x___ _ SPACE HEATING Electric Resistance Heat pump - Spit - En" Pkg Room unit or PTHP Gas, natural or propane Fuel OP ANY HSPF - 6.8 HSPF - 6.6 OOP s 2.T AFUE : .78 AFUE _ .78 1 HSPF = Under Albs Single may. Erred Frame Metal Pans Single t, Ra nt Open R-30 R-19 R-13 R-10 R-10 1? HSPF = HSPF/ = COP AFUE = AFUE s • saool; Slab-on-grade Rased Wood Raised Concrete Coon. Frame Cannon. No Minimum m R-11 R-5 R-11 0 , Electric Resietarrce Gas: Natural or LP. Fuel 01 EF : .88 EF s .54 EF is .54 EF - EF =/ I EF = , ion( In unconditioned sly In COrdlloned space . R-8 No vriniman - - _ 08/26/2000 09:29 8003870692 . ABBOTT&ASSOCIATES PAGE 02 sAri: ee(-1: l:itscaM11V REQUNCr9FNT FORS 11L ACCR10N5 (60) Sit R and le AT101R TO =TRIG BUL 8GS AND STIE3STALLD =roam or MANUFK1URED MOUES. AREAS N ADDITIONS ONLY Soo Nan 14. 1.7 MNERALOINECOONS I. On TeretiC twoioe ywientrseetovntimigim rd. renserisinseksexiesisuessoraworonsweinswilv.viritie lace Oamponne ad mimeo mlrrtiegstednxescalld swat Midst • =O MONS OM.Y. Oeumge ea peconoge ce new pa radium lax sae g as Ramon maim& Toe newt= dri/ rsMmra. OMg lessons Ina glass barnestt. OW* Pewee aen yew veloanase se' e• penes etrt Vass pmie Woe e meneb biro entwes ae arwwwereas swan is er gdss raw beseesced ion nr mese sperelmeiesstemeenedeaus swaminksddtra MIIIWte Wood seepeose tiaitesspefes aetwfal- war .UAyerestrISdtsesegeMsenTatreIC2. Pawnee • tmoi ba gRdPrsIMepsor ogee pwe6 adlrands+91Q9saire Wen wades GQ. Fore Own gis Msd anewt,teegaggen Marc =IMO MogileOW1 eel ANN SON : des ad ben perteeef bee asednrwewd fie Now sal tab' seinwdfaMe b not ewe a eagle wbseememand away asttdrespLewweISn Tate 1C-i as case wn+enotion oat eesteeee1 ngetts and Me gams :te gamte :soRauerroutatowl. The maw (CHI moo ise immedpspededgio ti echoed eschewspowevecfrr r ee aneatone 1 sir e sceag L RENOVATESOiY. AepatringeMge meet b goo e laeenipamieseei Ample eon we woMa =Aga be egal falba seas INCA sewer siae seta notary isms weebrfl mpe doss amyew Isesr ?as earl= Ins aedneg, Gas ma tamp twraedNSODnagra ¢peteietdaepereeata Oidigoene geed. • MILDING SYMMS. Cana? gam aro sawn is same tor new Woke . Carew es iesemirnenWra n lop roar d page 1. i Red'airienas nembe asb basal maces asl Reerages'. VA Ward came ag401e Nos gola age tab dog tee'OeaersrAyerl anfogioe: =was come 1. , 09/26/2000 09:29. 8003870692 ABBOTT&ASSOCIATES NNEJIC SIT ADDITION PLUS -EXISTING FAMILY REICIVEWINDO4 UNIT FAMILY ROCK WINTER DESIGN CONDITIONS Outside db: Inside db: Design TD: HEATIAG SUIMARY Bldg. Heat Loss 13323 Btuh • Ventilation. Air 0. Vent Air Loss 0 Btuh • Design Heat. Load 13323 Btuh Method Simplified Construction Quality Average Fireplaces 0 HEATING Area (sq.ft.). 743 Volume (cu.ft.) 5944 Air Changes/Hour 1.2 Equivalent CP14 119 HEATING EQUIPMENT SUMMARY Make RHEE4 Model RBEA -14J05 Type E[.E Y1RIC -Efficiency / HSPF 1.0 Heating but 17000 Btuh Heating. output 17000 Btuh Beating Temp Rise 26 Deg F "Actual. Heating Fan 600 CPR SW Air Flow Factor 0.045 CFM/Btuh Space Thermostat RI( -J LOAD AND EQUIPMENT SUMMARY File name: SCIILLIN.BLD For: JACK SC$ILLINGER 1225 NE. 93RD ST MIAMI SHORES By: ABBOTT_ & ASSOCIATES 4920.11 DIXIE BWY • FT LAUDERDALE 800 -387 -0692. INFILTRATION 47 Deg F 70 Deg F 23 Deg F COOLING 743 5944 0.5 50 Make Model Type FL 33334 Job #: SCHILLIN Wthr : Miao, AP Zone : Entire House SUMMER DESIGN CONDITICKS Outside db: Inside db: Design TD: Daily Range Rel. Hun. : Grains Water Internal— Gains Ventilation Infiltration Tot Latent Equip Load Total Equip Load COOLING EQUIPMENT RHEEM RAMB- 018JAZ SPLIT SYSTEM SII4MARY Load Sens Heat Ratio 84 , NAPIOAIN 7th Ed. RILJBr -J: V2.15 S/N 2555 /ed by ACM to net all requirements of Manual Form 3 9/14/00 90 Deg F 75 Deg F 15 Deg F L 50 % 56 gr SENSIBLE COOLING EQJIP LOAD SIZING Structure 12603 Btuh Ventilation 0 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data y Rate/Swing Mul t . Total Sens Equip Load LATENT COOLING EQUIP LOAD SIZING :460 .Btuh 0 Btuh 1890 Btuh 2350 Btuh 14953 Btuh FL COP /EER/SEFR 12.0 Sensible Cooling 13800 Btuh Latent Cooling 5000 Btuh Total Cooling 18800 Btuh Actual Cooling Fan .600 CEM Clg Air Flora Factor 0.048 CPM /Btuh PAGE 03 08/26/2000 09:29 8003870692 3. Summer Infiltration HTM 819 Btuh / 241 Total Window = & Door Area Procedure C - Latent Infiltration Gain Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.0 M x 56 Internal Loads = 230 x 2 No. Infiltratim Load From Procedure C Equipment Sizing. Load - Latent ABBOTT &ASSOCIATES ^ r RIGHT-J CALCULATION PROCEDURES A,B,C,D Jab $ : SCHILLIN Zane: Entire House Procedure A - Winter Infiltsation.HTM:Calculation* 1. Winter Infiltration CFM 1.2 AC /HR x 5944 CU.Ft. x 0.0167 = 119 C14 2. Winter Infiltration Btuh 1.1 x 119 CFM x 23 Winter TD = 3014 Btuh 3. Winter Infiltration HTM 3014 Btuh / 241 Total Window = 12.5 H114 & Door Area Procedure B - Sumner Infiltration 11114 Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 5944 Cu.Ft. x 0.0167 = 2. Sumer Infiltration Btuh 1.1 x 50 CFM x 15 Sumner TD = 0.68 x 56 gr.diff. x 50 CAM = Sensible Ventilation Load 1.1 x 0 Vent . CEM x 15 Sumner . TD Sensible Load for Structure (Line 19) Sun of Ventilations and Structure Loads Rating and Temperature Swing Multiplier Equipment Sizing Load - Sensible File name: SCIILLIN.BLD 9/14/00 50 CFM 819 Btuh 3.4 111M 1890 Btuh 0 Btuh + 12603 Btuh • 12603 Btuh x 1.00 RSM + 12603 Btuh gr.diff. = 0 Btuh People + 460 Btuh + 1890 Btuh 2350 Btuh *Construction Quality is: a No. of Fireplaces is: 0 J: 7th Ed. RIGHT-J: V2.15 S/N 2555 t ce ified by ACCA to net all requirements of Manual Form J 08/26/2000 09:29 8003870692 S/N 2555•- • Job t: SQIILLIN For: JACK SQ ILLIN0F 1225 NE 93RD ST MIAMI SHORES By:. ABBOTT & ASSOCIATES 4920. N DIXIE HWY FT LAUDERDALE 800 -387 -0692 BEATING DQUME TT —.Mae RHEIN Model -14J05 Type ELECTRIC Efficiency / BSPF Heating Input Seating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat ROOM NAME ; AREA ; SQ.FT. NEM AC UNIT Entire House d Ventilation Air Equip. @. 1.00 RSM Latent Cooling MENDEL J:. 7th Ed. RIGHT -J SHORT FCC! . 9/14/00 File name: SC ILLIN BLD 1.0 17000 Btuh 17000 Btuh 26 Deg F 600 C EM 0.045 C M/Btuh 743 ; • • • • • 743 ._' HTG ETCH FL , ABBOTT&ASSOCIATES PAGE 05 FL 33334 Make RHE 4 Model RAMS- 018JAZ Type SPLIT SYSTEM COP/ER/SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio 84 743 ; 13323 ; 13323 ; Al • • C LG BTOH 13323 . 14953 Htg Clg Outside db 47 90 Inside db 70 75 Design TD 23 15 Daily Range - L Inside Humid. - 50 Grains Water - 56 Method Simplified Cant. qlty Average Fireplaces 0 COOLING EQUIPMENT HIV • 12603 ; 600 12603 : 600 0 ; 12603 ; 2350 ; RIGHT-J: V2.15 12.0 13800 5000 18800 600 0.048 Btuh Btuh Btuh CFM CFM/Btuh CW CPM 600 600 600 600 . ABI3OTT&ASSOCIATES 08/26/2000 B9:29 8003870692 . ' Ka � =-- v, °� "w°"° • --�~ -' - . ~__- -__- -_-- - PAGE 06 G.D. KLIEGER, INC. - 1909 HARRISON ST., #204 HOLLYWOOD, FL Copyright 1994 by Tondelli Engineering, CUSTOMER : SCHILLINGER RESIDENCE ADDITION JOB NUMBER : 2000 DESCRIPTION : WIND ON WALL - MAIN FRAME * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE BUILDING DIMENSION NORMAL TO WIND DIRECTION = 40.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 60.0 FT MEAN ROOF HEIGHT = 15.0 FT Kh = 0.801 qh = 27.4 PSF DISTANCE, Z = 10.0 FT Kz = 0.801 qz = 27.4 PSF ROOF SLOPE = 3.00 : 12 (14.04 DEG) WALL WIND LOADS WINDWARD WALL : Cp = 0.80 P = 22.0 PSF, GCpi = 0.25 P = 35.7 PSF, GCpi = -0.25 LEEWARD WALL : Cp = -0.40 P = -21.3 PSF, GCpi = 0.25 P = -7.6 PSF, GCpi = -0.25 SIDE WALLS : Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = - 18.4 PSF, GCpi = -0.25 5±Anl ASS /b- . 1.0 3o t tea �b x Z ; boo t1j4C4' (54 it; (41 roF 33020 (305)923 -2111 P.A. Tampa, Florida, DATE : 09 -09 -2000 Gh = 1.320 Gz = 1.360 . . G.D. KLIEGER,.INC., 1909 HARRISON ST., #204 HOLLYWOOD, FL 33020 (305)923 -2111 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : SCHILLINGER RESIDENCE ADDITION JOB NUMBER : 2000 DATE : 09 -09 -2000 DESCRIPTION : WIND ON ROOF - MAIN FRAME * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE BUILDING DIMENSION NORMAL TO WIND DIRECTION = 40.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 60.0 FT MEAN ROOF HEIGHT = 15.0 FT Kh = 0.801 qh = 27.4 PSF DISTANCE, Z = 15.0 FT Kz = 0.801 qz = 27.4 PSF ROOF SLOPE = 3.00 : 12 (14.04 DEG) ROOF WIND LOADS NORMAL TO RIDGE - WINDWARD : Cp = -0.90 P = -39.3 PSF, GCpi = 0.25 P = -25.6 PSF, GCpi = -0.25 LEEWARD : Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = -18.4 PSF, GCpi = -0.25 PARALLEL TO RIDGE - WINDWARD : Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = -18.4 PSF, GCpi = -0.25 LEEWARD : Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = -18.4 PSF, GCpi = -0.25 Gh = 1.320 Gz = 1.320 G.D. Klieger., Inc. - Consulting Structural Engineers 1909 Harrison St., Suite 204, Hollywood FL 33020 (305) 923 -2111 DESIGN WIND LOAD - ASCE 7(93) - Mean Roof Height < 60 ft. COMPONANTS AND CLADDING - WINDOWS 8 DOORS WIND EXP. IMP. MEAN RF. Kz Qz BUILD. CORNER INTERNAL VELOCITY CATEGORY FACT. HEIGHT (Table 6) (Force) WIDTH DIST •PRESSUR m ft. •s ft . f*-. GCPi 110 C 1.05 15.0 0.800 27.32 30.0 3. ..0 4 0.25 'Roof Slope < 10 Degrees? (1 =YES : AREA Zone 4 &5 Zone 4 Zone 5 (sq.ft.) GCp+ GCp- GCp- 10.00 1.400 -1.500 -2.000 12.85 1.374 -1.474 -1.942 10.00 1.400 10'9- {?5 -00 Y2K 0._...... +/ 11Zone 4 &5 Zone 4 Zone 5 , Pressure Suction Suction (psf) (psf) (psf) 45.1 -47.8 -61.5 44.4 -47.1 -59.9 37 "x50" -1.500 - 2.000 45.1 -47.8 -61.5 37"x38" 23.00 1.315 -1.415 -1.808 42.8 -45.5 -56.2 DOOR 2• v. G.D: Klieger, Inc. -- Consulting Structural'Engineers • 1909 Harrison St., Suite 204, Hollywood, FL 33020 (3051923-2111 DESIGN WIND LOAD - ASCE 7(93) - Mean Roof Height < 60 ft. HORIZONTAL COMPONENTS - SLOPE < 10 WIND EXP. IMP. VELOCITY CATEGORY FACT. (mph) . 110 C 1.05 Dead Load (psf) 6.0 (RAFT 2X10 uss 2 Member Spacing (ft.) Member Total Length (ft) Tributary Area (sq.ft.) -GCp (Zone 1) (Coeff.) -GCp (Zone 2) (Coeff.) -GCp (Zone 3) (Coeff.) + / -GCpi (INT) ( Coeff.) + / -GCpi (EXT) ( Coeff.) Net Vert. Force Net Vert. Force Net Vert. Force Vert. Force (Int. Vert. Force (Ext 1 /F r aA/it IG.s at (Zone 1) (plf) (Zone 2) (plf) (Zone 3) (plf) Press.) (plf) . Press.) (plf) amr - 33.4)4 26q MEAN RF. Kz HEIGHT (Table 6) ft 15.0 1.00 20.00 133.33 -1.200 -1.500 -1.500 0.250 0.750 -26.8 -35.0 -35.0 -6.8 -20.5 0.800 2.00 5.00 8.33 -1.400 -2.600 -4.000 0.250 0.750 -64.5 -130.1 -206.6 -13. .0 s ,ss.S j r t . 6.4 ¢ r• 1? p L Qz (Force) sf 27.32 Truss 3 2.00 .00 833 -1.200 -1.500 -1.500 0.250 0.750 -4. -5 0.0 -70.0 -13.7 -41.0 U 26.8 +6.8 t 3f.‘ f 4 rr,rx2f41(x/t 1114. 4/14 30 a �,�xr PO (oA 41 ) BUILD. WIDTH ft 40.0 Truss Truss 4 5 2.00 0.00 0.00 -1.400 .600 :.2 0.750 -64.5 -130.1 -206.6 -13.7 -41.0 cf/i 2k lo flovf ,g4 __ 10,624 / k 3vp (t cosi n r /S1 c 1 '- s} a.A \Ir.ods-xl7.f /c O.4' •�J. IBS r 0 y 09-0 9 -tT91 i Y2K -0 CORNER ROOF DIST "a" SLOPE ft J . De 2.00 0.0$ 1. I0 -1.400 -2.600 -4.000 0.250 0.750 2.00 0.00 0.00 -1.400 -2.600 -4.000 0.250 0.750 - 64.5 -64.5 • •.1 -130.1 -206. . -206.6 -13.7 -13.7 -41.0 •1.0 Z r . 045 x 115 r S = 1.0 x 1/ = (7• ZZ ∎r MP • 1 3 s w 5 S 2x ty ` I• Qs� = 2 2. x41.s` oslps; P4, 2Cf er 4 S� J ij c/r4 -a E''4 lb utoci 01'- • G.D. KLIEGER, INC. . 1909 HARRISON ST., #204 HOLLYWOOD, FL Copyright 1994 by Tondelli Engineering, CUSTOMER : SCHILLINGER RESIDENCE ADDITION JOB NUMBER : 2000 DESCRIPTION : WIND ON WALL - MAIN FRAME * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ NORMAL TO WIND DIRECTION = 40.0 FT PARALLEL TO WIND DIRECTION = 60.0 FT 15.0 FT Kh = 0.801 qh = 27.4 PSF 10.0 FT Kz = 0.801 qz = 27.4 PSF 3.00 : 12 (14.04 DEG) WALL WIND LOADS WINDWARD WALL : Cp = 0.80 P = 22.0 PSF, GCpi = 0.25 P = 35.7 PSF, GCpi = -0.25 LEEWARD WALL : Cp = -0.40 P = -21.3 PSF, GCpi = 0.25 P = -7.6 PSF, GCpi = -0.25 SIDE WALLS : Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = -18.4 PSF, GCpi = -0.25 671f/0911!oL /bN Aof 30 .. Zo . rpo y(54 14: id 33020 (305)923 -2111 P.A. Tampa, Florida, DATE : 09 -09 -2000 Gh = 1.320 Gz = 1.360 BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ G.D. KLIEGER „INC., 1909 HARRISON ST., ##204 HOLLYWOOD, FL Copyright 1994 by Tondelli Engineering CUSTOMER : SCHILLINGER RESIDENCE ADDITION JOB NUMBER : 2000 DESCRIPTION : WIND ON ROOF - MAIN FRAME 33020 (305)923 -2111 , P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE NORMAL TO WIND DIRECTION = 40.0 FT PARALLEL TO WIND DIRECTION = 60.0 FT 15.0 FT Kh = 0.801 qh = 27.4 PSF 15.0 FT Kz = 0.801 qz = 27.4 PSF 3.00 : 12 (14.04 DEG) ROOF WIND LOADS NORMAL TO RIDGE - WINDWARD : Cp = -0.90 P = -39.3 PSF, GCpi = 0.25 P = -25.6 PSF, GCpi = -0.25 LEEWARD PARALLEL TO RIDGE - WINDWARD LEEWARD . Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = -18.4 PSF, GCpi = -0.25 Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = -18.4 PSF, GCpi = -0.25 : Cp = -0.70 P = -32.1 PSF, GCpi = 0.25 P = -18.4 PSF, GCpi = -0.25 DATE : 09 -09 -2000 Gh = 1.320 Gz = 1.320 G.D. Klieger, Inc. - Consulting Structural Ehgineers 1909 Harrison St., Suite 204, Hollywood, FL 33020 (305) 923 -2111 DESIGN WIND LOAD - ASCE 7(93) - Mean Roof Height < 60 ft. COMPONANTS AND CLADDING - WINDOWS & DOORS WIND EXP. IMP. MEAN RF. Kz Qz BUILD. CORNER - INTERNAL VELOCITY CATEGORY FACT. HEIGHT (Table 6) (Force) WIDTH DIST "a". . (mph) ft . •s ft. at. GCPi 110 C 1.05 15.0 0.800 27.32 30.0 ((Rood Slope < 10 Degrees? (1 =YES): AREA Zone 4 &5 Zone 4 Zone 5 (sq.ft.) GCp+ GCp- GCp- 0.25 +/- gone 4 &5 Zone 4 Zone 5 - Pressure Suction Suction (psf) (psf) (psf) 10.00 1.400 -1.500 -2.000 45.1 -47.8 -61.5 12.85 1.374 -1.474 -1.942 44.4 -47.1 -59.9 37"x50" 10.00 1.400 -1.500 -2.000 45.1 -47.8 -61.5 37'x38" 23.00 1.315 -1.415 -1.808 42.8 -45.5 -56.2 DOOR ),/L • U WIND EXP. IMP. VELOCITY CATEGORY FACT. (mph) 110 C Dead Load (psf) 6.0 G.D: Klieg&, Inc.•- Consulting Structural Engineers • 1909 Harrison St., Suite 204, Hollywood, FL 33020 (305) 923 -2111 DESIGN WIND LOAD - ASCE 7(93) - Mean Roof Height < 60 ft. HORIZONTAL COMPONENTS - SLOPE < 10 1.05 MEAN RF. Kz HEIGHT (Table 6) (ft.) 15.0 2X10 uss Truss Truss Truss RAFTER 2 3 4 5 . .F Member Spacing (ft.) 1.00 2.00 2.00 2.00 2.00 / 2.00 Member Total Length (ft) 20.00 5.00 • .00 0.00 0.0 , 0.00 Tributary Area (sq.ft.) 133.33 8.33 833. 0.00 •.ei 0.00 -GCp (Zone 1) (Coeff.) -1.200 -1.400 -1.200 -1.400 -1.400 -1.400 -GCp (Zone 2) (Coeff.) -1.500 -2.600 -1.500 .600 -2.600 -2.600 -GCp (Zone 3) (Coeff.) - 1.500 -4.000 -1.500 -4. • s - 4.000 -4.000 + / -GCpi (INT) ( Coeff.) 0.250 0.250 0.250 ►.2 c 0.250 0.250 + / -GCpi (EXT) ( Coeff.) 0.750 0.750 0.750 0.750 0.750 0.750 Net Vert. Force (Zone 1) (plf) -26.8 -64.5 -5 . • - 64.5 -64.5 -64.5 Net Vert. Force (Zone 2) (plf) -35.0 -130.1 0.0 -130.1 - '.1 -130.1 Net Vert. Force (Zone 3) (plf) -35.0 -206.6 -70.0 -206.6 -206. • -206.6 Vert. Force (Int. Press.) (plf) -6.8 -13. -13.7 -13.7 -13.7 -13.7 Vert. Force Ext. Press.) (plf) -20.5 0 - 41.0 - 41.0 -41 1.0 GHg 21 'fo At,1 fl4 7 (2 f _ �,�39r�. Goetgos. pi' /sue 33, 6X8 c 2 b t er Z r . 045 )C kl. ;ta = l.IZV (7. 2Z ir3 CTp• e% 2x ` I s 2. Sw' 5e9 \l0 0 4ci17•S / 0.4 �� . I s " d' x q.r �` 4 f !! i ° - - 0.800 35 +20,x S S ) vl 6.4' 4- i?1 Qz (Force) (psf) 27.32 20.844.8 t e li bt cc, rK2f4if r/t35,4r9c 1/144184 3�3 VI,42tb C va' =mil) BUILD. WIDTH (ft.) 40.0 CORNER. ROOF DIST "a" SLOPE (ft.) (Deg.) 17 -11 0.0 ,I5‘t* 09 -S9 -00 Y2K -0 o k ` S» 5n/ j 1'A 1e v_-c°i13 I VA Engineering Testing and Inspection Service Established 1949 No. 1 Mr. Jack Schillinger 1225 N.E. 93r Street Miami Shores, Florida 33138 -2940 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Addition to Residence 1225 N.E. 93r Street, Miami Shores, Florida WLI Order No. 1399 Dear Mr. Schillinger: August 22, 2000 We are pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with our Professional Services Agreement dated August 10, 2000. This report presents our geotechnical engineering evaluation for the proposed construction together with the field data. The purpose of this exploration was to obtain specific subsurface data in order to determine the allowable soil bearing capacity together with the estimated settlements for the subject area It is our understanding that the proposed project will consist of the construction of a small room addition to be located along the northeast corner of the existing one (1) story residence. It is our understanding that the existing residence is supported upon shallow spread footings placed upon compacted fill material. One (1) Standard Penetration Test Boring, conforming to the requirements of ASTM D 1586, was performed at the site on August 17, 2000 by Wingerter Laboratories, Inc. (WLI). Please see Appendix A for our Report of Test Boring Number B -1 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test boring locations are shown in Appendix B of this report. The number, location and depth of the test boring was determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test boring. 1820 N.E. 144th St. • P.O. BOX 611450 • North Miami, FL 33261 -1450 • (305) 944 -3401 • I- 800 -345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate k F Mr. Jack Schillinger Order No. 1399 Page 2 -t A review of the test boring logs indicates the presence of loose, dark colored sands with traces of rock fragments and roots present in the first 2 feet, underlain by soft, dark semi - plastic silts and loose silty sands to a depth of 5 feet. At this depth, a soft sandy limestone rock formation was encountered extending throughout the maximum explored depth of 15 feet. The ground water level at the time of our investigation was encountered at a depth of 7 feet below existing grade. Variations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface run off, nearby construction activity or other site specific factors. A review of the test boring log revealed the presence of soft silts and loose silty sands present in the first 5 feet of depth. These soils are soft and somewhat compressible and create some concern regarding their ability of providing safe support for the proposed addition. Furthermore, it is believed that these soils exist in areas beyond the original compacted fill material pad prepared during the construction of the original residence. In order to prevent excessive settlements of the load bearing walls of the proposed addition, it is our recommendation that the footings for the proposed addition be placed directly upon the native natural limestone foundation at a depth of 5 feet below the existing grade. Footings placed directly upon the native limestone shall be proportioned for an allowable soil bearing capacity of 3000 pounds per square foot (psf). Footings shall have a minimum width of 24 inches. The proposed floor slab may be a slab on grade supported upon compacted soil material. The existing in surface soils shall be compacted to a minimum.relative compaction of 95 %, as compared to the "Modified Proctor Test ". Any additional fill required to fill the area to its required bottom of slab elevation, shall consist of clean sand and/or crushed limerock compacted to a minimum relative compaction of 95 %. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. • Mr. Jack Schillinger Order No. 1399 Page 3 In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. INVESTIGATIVE PROCEDURES Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D-1586 utilizing a 2 -foot long, 2 -inch diameter split spcion sampler which is advanced by successive blows of a 140 pound hammer free- falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: I SOIL CONSISTENCY vs. "N VALUE" I Cohesionless Soils Cohesive Soils Rock . and Gravels "N Value" ( blows/ft) Consistency Designation. "N Value" (blows/ft) Consistency Designation . "N Value" ( blows/ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - - 31 or More Hard - - • Mr. Jack Schillinger Order No. 1399 Page 3 In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. INVESTIGATIVE PROCEDURES Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D-1586 utilizing a 2 -foot long, 2 -inch diameter split spcion sampler which is advanced by successive blows of a 140 pound hammer free- falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: Mr. Jack Schillinger Order No. 1399 Page 4 4. Test borings were staked in the field by WLI, using approximate methods. Borings were orated by taped distances from existing recognizable landmarks. Boring locations are, therefore, _ :generally as shown, but no degree of accuracy is stated or implied. Soil samples will be retained y WLI for a period of 30 days only unless specifically requested otherwise by the client. ovations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. can not assume responsibility for the accuracy of reported depths if the site is disturbed bsequent to the date drilled. The Standard Penetration Test, "N" value curve shown on the boring logs indicates the variation of the "N" value throughout the depth of the boring. This curve is plotted in a girt line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. Furthermore, the graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. We appreciate this opportunity to be of service to you during this phase of the project. you have any questions or comments regarding the information contained in this report, please - call us at (305) 944 -3401. enc: Appendix A: Test Boring Logs Appendix B: Test Location Map & Sketch P- 84/Time Charges: Engineering: LS Lab No. 291- Test Boring Respectfully submitted, WINGERIER LABORATORIES, INC. �/� 0 .,� 44404 Rafael M. Pina, P.E. Florida Registration No. 5077 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. . 1 1 2 3 4 E G ORDER NO. 12555 LEGAL DESCRIPTION: LOCATION MAP scat— : I = ts (2) EXISTING FLOOR ELEVATION IS 7.30' :N. THE EAST 50.00 FEET OF LOT 3 AND THE WEST 25.00 FEET OF LOT 4 OF BLOCK 1, OF "BAY LURE ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA, DATE: AUGUST 28, 2000 F.B. 481 PGE. 27 -29 SCALE: AS SHOWN SURVEYOR'S NOTE: (1) FLOOD INSURANCE RATE MAP INFORMATION: COMMUNITY NO, 120652, PANEL 0093, SUFFIX "J ", FIRM INDEX DATE: 7- 17 -95, PANEL REVISION DATE 3- 02 -94, ZONE "AE ", BASE FLOOD ELEVATION 8.0 FEET -N.G.:V,:D, SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES, A.: R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS BY: \� c. -V, PRES. HOWARD C. GAMBLE REGISTERED SURVEYOR & MAPPER NO, 1683 STATE OF FLORIDA T CO 0114 i. fl 1- • wvC SKETCH OF SURVEY SCALE : l a = 2.d 08/26/2000 09:29 8003870692 and opodll rears omen/ e ew lo ABBOTT&ASSOCIATES PAGE 01 1 T FLORIDA ENERGY EFFICIENCY CODE 1 ..19.DNG CONSTRUCTION Residential limited Applications hear= mod C SOUTH 7 a 9 I AtMbms, rrnorabwn l swift *Mom Deparirnnt of Community csor s sIMMIC d dwmbdSo/Mb6 ilySk m Co ows beemblMottqlMoso dMsEOMbc.blimsofeaspwhatto hoo.tRMad osaptrais d worbolo dbtwss valboo II Malt adawwltymkooa Almilbs arM nopobbbtrr■oo byonal FSMOi 17or PRON=Ihitt� ' r C/(._. .ScrlKUnFer - MJI iuo AIMS& 1 ,2 A E q z�d.1'r q ,; 197ir4iSfib6 OWNEit SM1iLL women To Emma efogioBion moo - Ml or 1s d maned am). Poseal en wpbs In Tubbs 111C-1.111C-2 M/ SC.b aAl b b mtl0aws of M a70ro4 ad ID WOW bee. Ipso MOM. aosem. and vow tomboy tooloom ~ow Wale a4 be ■tsl asp Ibrt oviprooraio MEMO soseilkdbio s mIs /Om wishingW W oorbwd/oollh slam moMMrt. �r N s s -r Ilespoon W Imam otratbsstdsraoo booMik• tats. rBIWATOMe�a�ob esoodnered r.e11140 i�srMSast1s-' red alOysty efts coommoddod gMF S_MMM7'soosfo1a RINUFACIUMPHOMSMDIUMMIL ss isttssdao MtarMa trdla 1= omodgNttoo.MU BeYerBit2mOy Mtsayboowo MMabboad. mow Pd 1. Ralov•ion. Addition. Now System cir tt■rrinlscRssd Haas 1. igaNtiOn 2. Stele icy detached or IhilleanNy etbecisd 2. 3 F 3. r bu ly No. 01 1a of units coveted by ttis.abmission 3 70 4. Conditioned floor arms (sq. 5. Pot doni■er+t neve °vestieng (n-) S ' - 6. tunes arse and type: Ennis Para Double Pan. a. Clear pass as sq. 0' sq. ft. b. Twit, Om or solar screen sb. _ s q. ft sq. it. 7. Pebaeate9e of glees to loon awes 7. - % S. Reertypo and iiedetfoa in. a a Slab gads (R- vakre) • R= 3 b. Wood, raised (Woeful)) Ob. Ras eq. ft. c. Wood. common (Rarakre) tic. R= sq. 9 . d. Concrete, wised (R- value) Id. R= x e. Comets. common (*Ware) 9e. Rs sq. 0 . 9. Wei type and i ndstion a. Ennior: 1. Masonry (Ins* Son R - value) 2. Wood frame (insulation R- vakie) b. Adfaoerlt 1. Masonry (insulation R-value) 2. Wood lams (Insulation Fl-value) c. Monibge Wain al Itullpls l/rite• (Yes No) 10. Cease type end iisidelioae a. Under MSc (Insulation R -value) b. Single assembly Onsulation R- salue) 11. Cooling syslnef (Nom oats& room unit. PeeW1? eaaind A.C.. gas, existing, 11014) 12 tleetI gi system': (Nor bent pump, deco P. nasal garb LP. tier, gas kp.. room or PVC. odd i male) 13. Ai Di.91bu low Systole': a. Sack low draper or single pacing* ' (Y o) b. Ducts on montage wale *disquietly sealed' (Yes NO) 14. Hot aster system: (P pm deco, Muni gar. oess. a dump, rase • Patios to roaodeco.ad boom man i rt ballad oorgoeaf 9a-1 R= _ �_ 4 214_ sq. R 9e-2 Rs s4 E- 911-1 R= 8 !b~2 sq. R 9c 10e. R= sq. 11. fob. p/? __ eq. 11. m 10 12. LtrC. its _L__ 13e. 1!d 14. Typ - ER ewe Ailusadtpkiltillosam/ylinkddoi do isarpros im edilloragime bassamoss. Mir NUM FS asurnesomma n os -- COMPONENT IaIAN INSULATION INSULAT E* 1 ECIU MENT MONO EFFICIENCY INSTALLED EFFICIENCY UP TO 30% Canoe Block R-5 Simple Double ' " SOS SEER • • 10.0 SEER = Double ___X__ _ •. - 0 -.90 be obdined from •.. - - 2 - -1.0 1'- .86 0'- 65 Ste manuhmaer- Frame. 2' x 4" R-', I OH - SC -Tingle Pte. SEER 9.7 SEED _ TI Frame. 2' x 6' R-19 TABLE 6C3 1 11vS1 REO ARBIENlS FOR ALL PACKAGES N7DMPPONENTs SECTION 1 i CHE Exterior Joints & Cracks l 606.1 To be an*sd. gadyMd. matter-stripped or otherwise sealed. Exterior Windows i Doors! 606.1 Max. 0.3 chrWsq.f . window area: .5 cfm sgJt. door arm. Sole & Top Plates 6061 Sole plates ate penefraoons V ough tap plates of aalsdor walls must be seated. Common, Frame R-11 Multi-Story Nooses 606.1 606.1 Air banter an perimeter of Soar may between boors. Room unit or PTAC EEri = 8.5' EEr7 = Wear Heaters 612.1 Comply with efficiency requirements in Table 6 Switch or cloudy marked circuit breaker (electric) or cuioll (Oast nest be potaldsd. External or bulHn heal tam soused. 612.1 Pool & Spas Spas & heated pools must t covers (adept solar heated). Non►conemerdel pools rm.= have a taro pump timer. Gas spa & pool hams mur have minimum thermal efficiency of 78%. Not Wrier Pipes ; 612.1 Masonry R -3 Warr flow must be restricted to no more San 2.5 gallons per minute at 80 PSG. 1 f/ HVAC Duet I 610.1 Construction, Insulation A leam8etton 1 Al ducts. 88ngs, mechanical equipment and plenum chambers shall be mechanically at:aCied. soled. Insulate° and insulted in accordance wlh Oro aflerle of Section 610.1. Ours in oaks must be I iatleeed to a minimum of Rte. HVAC Controls + 607.1 I Separate madly amenable manual or aubnhatie Qannostat far each system_ ; v ANY I ..� Under R-30 Single Assembly; Enclosed HSPF • 6.8 HSPF = Frame R-18 1? HSPF . 6.6 HSPF = Ill Metal Pans R-13 n t COP = 2.T HSPF/ _ . F F a � n R 10 He Common. R-11 AFUE CO' AFUE - No Minimum 'a _ .78 _ Rind Wood R-11 AFUE _ .78 AFUE _ OC Raised Concrete R-5 • • Comance, Fame R Electric Residence EF = .88 EF = ` 10110 In unconditioned space R-6 ._- Gas: N elsi ar LP. EF • .54 EF =/ !* In oondlioned mace No mininsan Fuel 01 EF = .S4 EF it Mai n= pen:antspayass to floor arm aimed is adacted IN type. oweheng wok and Madng eoa lda IL Maxsresn% = Installed % OVERHANG. - , AND SHADING COEFFtC1ENT REOUIRED FOR GLASS PERCENTAGE ALLOWED IW UP TO 20% UP TO 30% UP 10 40% UP TO 50% Simple Double Sol* Double Self" Double '" g e Double pr • _ 1 1- • LO _ •. - 0 -.90 be obdined from •.. - - 2 - -1.0 1'- .86 0'- 65 Ste manuhmaer- OH - SC 014 - SC OH - SC 014 - SC 1" - .90 0- .70 Single dear SC: 3' -1.0 2-N6 1' - .65 0' - .45 1.0. double War 2' -.80 1 " -.70 0'- .50 SC c 90. and single V - 1.0 3'-.86 2 -.65 1' - .45 tint SC = .86. 3 - -.90 2"- .70 1'- .50 (1 AO SHGC + .87•SC SHGC ar = may TABLE 6C3 1 11vS1 REO ARBIENlS FOR ALL PACKAGES N7DMPPONENTs SECTION 1 i CHE Exterior Joints & Cracks l 606.1 To be an*sd. gadyMd. matter-stripped or otherwise sealed. Exterior Windows i Doors! 606.1 Max. 0.3 chrWsq.f . window area: .5 cfm sgJt. door arm. Sole & Top Plates 6061 Sole plates ate penefraoons V ough tap plates of aalsdor walls must be seated. Reoesaad Ughtng 606.1 Type 1C rated with no penolrallans (trw alternate's allowed). Multi-Story Nooses 606.1 606.1 Air banter an perimeter of Soar may between boors. Exhaust Fens Exhaust tars vented lo unophdWSoned space sham here dampers, except for combustion I devices w is integral exdhsumt Nfla.' ao& Combustion t 606.1 Hsetjng 1 Coralead°n spate and water healing systems must be provided with outside combustion sir. ! except for direct vent appianees. Wear Heaters 612.1 Comply with efficiency requirements in Table 6 Switch or cloudy marked circuit breaker (electric) or cuioll (Oast nest be potaldsd. External or bulHn heal tam soused. 612.1 Pool & Spas Spas & heated pools must t covers (adept solar heated). Non►conemerdel pools rm.= have a taro pump timer. Gas spa & pool hams mur have minimum thermal efficiency of 78%. Not Wrier Pipes ; 612.1 btzrsion is waned for hol wager circulating spawns (rhdudtg heat recovery units). Shower Heeds I 612.1 Warr flow must be restricted to no more San 2.5 gallons per minute at 80 PSG. 1 f/ HVAC Duet I 610.1 Construction, Insulation A leam8etton 1 Al ducts. 88ngs, mechanical equipment and plenum chambers shall be mechanically at:aCied. soled. Insulate° and insulted in accordance wlh Oro aflerle of Section 610.1. Ours in oaks must be I iatleeed to a minimum of Rte. HVAC Controls + 607.1 I Separate madly amenable manual or aubnhatie Qannostat far each system_ ; v .08/26/2000 09:29 8003870692 ABBOTT&ASSOCIATES PAGE 02 �.,.� - .�, • �... nyF lr1s Pa1I STILL A0011DN5 (iM SQ R. ad V ATM T0.E95116 RUNGS ND 91E-/5TA1LE.7 C01PONENTS OF IrAUUFA "1UR©1101ES. TABLE 6C:2. P1E OR TWE STS FOR GLASS AREAS el AOINTTONS ONLY roan Tam 64.14 MEWL h. haerefGladreeahenMSdaaY4deeMeesendueseminwradereritiahqu eutareepomenrMgivaarQ •wsoathkervi iesebOevempearemseermew= mar euea Onrrpems arid emi r igabeameimee _ __iRMet L ADQr10p OW. OeaalefepatawelnwOne comee•e Imam iee ammo Mee. Taelte Ines old Mumers.sliag pass taws an elan fox men baba memeetall no wad d Van* amlis pram errl VamplmeMem maw one Map malme erossneeebreeaefb. i mere meta atelnlamelldaflass mg Ptilladad kW Me NW towel brahlestmealgesitst/ialecre lniedemeeadawsaMa. Maper/ t00eriafemean Restengsapntro wetteedweak year abided plgsgetelrsnTailefGL PesJpwa wpm Inn nip am pas (Sop srOmtiapui and toosAenp (OIOmMS.dra Mean aelbetetSG Faagrelo Om lllMedaeere/. aneetMnwiedtgcseiewelsseefispuiee. Actkel nines adb swerbelaWeeannerwaedrrMeeAmemeeeeaeediee awe ea Or mese siiidedb /aeadeltwduaanwteson True sC•2 N vie adman rmesusenpi searsnorttsnemittagenmemo a umanibmef. thewestil (OA memis memo semdos eisamtetsadsepest 'ssoraecsrewe era war= sop L RENOVA110t6 ONLY. Itureeerr tyrs mils aeentteaur: gngiteteastArgiaehlpeNI mile) aeridastM asMI brain awes MO minter NMI en Woman ars wan dseel op ensue awl Warble Shalom eesealipt Sasws ail meow futsenormasiaMwnoOaier sintpdps & tMa urewramra*seMed. i b L INGSN5791S.Cn dbrlemrep a asiMd*spanWOW Canaan ltreiraetelsnw anaulareelopAd pLu1. i Mime laninapM4inwnsior Additions and lbnrefant Ta14ere3. aeQaliptta_leIs Ord. tip pa dmae s a ners coma h. • 1.t.<<aiitiT�: 08/26/2000 09:29 8003870692 1. Sensible Sizing Load 2. Latent Sizing Load RIGHT -J CALCULATICti PROCEDURES A,B,C,D ABBOTT&ASSOCIATES PAGE 04 Job $: SCHILLIN File name: SCHILLIN.BLD 9/14/00 Zane: Entire House Procedure A - Winter Infiltzation.W Calculation* 1. Winter Infiltration CFM 1.2 ABC /HR x 5944 C.u.Ft. x 0.0167 = 119 CFM 2. Winter Infiltration Btuh 1.1 x 119 CFM x 23 Winter TD = 3014 Btuh 3. Winter Infiltration Hsi 3014 Btuh / 241 Total Window = 12.5 HTh & Door Area Procedure B - Summer Infiltration H714 Calculation* 1. Sumer Infiltration CFM 0.5 AC/HR x 5944 Cu.Ft. x 0.0167 = 50 CFM 2. Sumner Infiltration Btuh 1.1 x 50 CFM x 15 summer TD = 819 Btuh 3. Sommer Infiltration t 819 Btuh / 241 Total Window = 3.4 1Th4 & Door Area Procedure C - Latent Infiltration Gain 0.68 x 56 gr.diff. x 50 CFM = 1890 Btuh Procedure D - Equipment Sizing Loads Sensible Ventilation Load 1.1 x 0 Vent . CTM x 15 Summer . TD = 0 Btuh Sensible Load for Structure (Line 19) + 12603 Btuh Sun of Ventilation and Structure Loads = 12603 Btuh Rating and Temperature Suring Multiplier x 1.00 RSM Equipment Sizing Load - Sensible + 12603 Btuh Latent Ventilation Load 0.68 x 0 Vent.CEM x 56 gr.diff. = 0 Btuh Internal Loads = 230 x 2 No. People + 460 Btuh Infiltration Load Fran Procedure C + 1890 Btuh Equipment Sizing. Load - Latent = 2350 Btuh. *Construction Quality is: a No. of Fireplaces is: 0 malman J: 7th Ed. RIGHT-J: V2.15 S/N 2555 Printout certified by ACM to meet all requirements of Manual Fonn J 08/26!2000 09:29 80 0387 0692 S/N 2555 Job 1: SCRILLIN For: JACK SC ILLINGER 1225 NE 93RD ST MIAMI SHORES By: ABBOTT & ASSOCIATES 4920. N DIXIE }MY FT LAUDERDALE 800- 387 -0692 BEATING EQUIRENT ..:.lake.... : RB>OlK Model Its -14J05 Type ELECTRIC Efficiency / BSFF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat ROOM MAME NEW AC UNIT Entire Haase Ventilation Air Equip. @. 1.00 RSM Latent Cooling d RIGHT -J SHORT FORM File name: SC ILLIN.BLD 1.0 17000 Btuh 17000 Btuh 26 Deg F 600 CFM 0.045 CFM/Btuh 743 ; 13323 ; 743 ; 743.4 ABBOTT&ASSOCIATES Outside db Inside db FL Design TD Daily Range Inside. Humid. - 50 Grains Water - 56 Method Simplified Coast. qlty Average Fireplaces 0 FL 33334 Make . RllEEI Model RAMB-018JAZ .,;. Type SPLIT SYSTEM COP /EER /SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Float Factor AREA ; HTG CLG SQ.FT. ; BTUH BTUH Load Sensible Heat Ratio 84 COOLING $QUIRANT 1 12603 ; 13323 ; 12603 ; 0 ' 0 ' 12603 ; 2350 ' 14953 ; 9/14/00 Htg Clg 47 90 70 75 23 15 - L 12.0 13800 Btuh 5000 Btuh 18800 Btuh 600 CFM 0.048 CFM/Btuh HTG CLG Cat ; CFM 600 ' 600 600• 600 600 ; 600 PAGE 05 .08/26/2000 09:29 8003870692 ABBOTT&ASSOCIATES PAGE 06 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: E e-S So r of Lot 3 q 14/e 5't 4.oi i $ toce. 1 10 BAY b.URE P13 A PC Z /ZIT NF 93 St i"l i amt. S Ai o r-e 2. Description of improvement: A da(li on of hew Afar fee /3 c.ci!`o okri •C A. i d Ptversrart ccf e)(t -st(nt n - CO yaw pct p 3. Owner(s) name and address: v a- c ie. d h t 6t r/1 a re e -Ce-4 , /bil 9 er% 1215 A/ 4 q3 " ST � / o r' 4 - _33/3r Interest in property: OW h e i s r e3 e Name and address of fee simple titleholder: S a� 4. Contractor's name and address: L c■- K de- ! 0 -cinstr.....•c f tort y(or - a-�n� St'. Co 9�. tiles 5. Surety:(Payment bond required by owner from contractor, if any) /Von 2 Name and address: Amount of bond $ 6. Lender's name and address: /1/o n e 7. Persons within the State of Florida designated by Owner upon whom notices or other ddcuments 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. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) . �f, • or Owner }} P I Owners Name 4 C �� > Sworn to and subscribed before me this _5 day of fr ig pr)) . ?st ion/ Notary Public Print Notary's Name Mu r°n ni, eeinn C..n;.nr• OFRCIAL NOYARY VIAL 1 Ua A. ELA 11 BECKER ....�_.0i • . il • I :. ! ti: C • s - 4a ...Tilt 4: - � : . ccTees • ffT OF H.O NOV. 15,2002 NEE 19590 PG. 2283 OI 1.17 1.69215 2001 APR 09 11 :53 Cer2. F1- 33/14 RECORD VvR HARVEY RUVIN CLERK CIRCUIT COU$s Prepared by: J-C c f r u S' P✓' Address: /2-1S ,UE x-fatw.l 5 4o6 , e _33(3 r 1Y1R1.49 91SY1