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1131 NE 97 St (10)Date i'11 Job Address Legal Description Owner/Lessee / Tenant — 7 " ;/5A) s j tt'C7 /1e615// Owner's Address /1 A.) 7� r Contracting Co. 16Piev EU? ;Net ig 1 r ,..vS / 6 ,2.11:? Address 1 038 Sea t 31;-" '&4 41, . 3 3 otr, Qualifier 70 0 d S '4 , sh ,,,a7L iu _ ss' y ss# ? Phone QS4'7/51-f ° 24 State# C 6 L 0 / 8 2 ! Municipal # Competency # Ins. Co. 4 ArchitectJEngineer 41/4 I c.°' ^/ Address dA on 1 ! -. Z, 3 3 / .1 Bonding Company A / 7A Address Mortgagor /Jd Address Permit Type (circle one B UILD1N f ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value) WARNING TO OWNE! a : 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. • D.: 'NICOLE A BERGERT 0 cowaSSION NUMBER . CC661267 • MY COAAAAISSION EXPIRES OF F, JULY 2,2001 No My FEES: PERMIT C APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 'dent .) , 6 RADO // /04 97r A44/11, ad -/ ca' CJDO . Date ea C.C.F. 7 a R o NOTARY suwamsly Oc# Tax Folio Historically Designated: Yes No Signature of Contractor or Notary as to My Co ‘"OFFL Master Permit # Phone 10.5 ?6"/ 3 , uilder D. MATTHEW HARRIS COMMISSION # CC 572084 e EXPIRES JUL 25, 2000 BONDED THRU ATlAN1IC BONDING 00., INC. Electrical /(9 , 00 BOND 300, TOTAL DUE 1/ q 7. 8- Plumbing Structural Engineer /X 00 ' zo2 Date / Date NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 100R 033966 2000 JAN 24 10:577 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: c / ' ' #1z/ aC 2. Description of improvement: 3. Owner(s) name and address: °./D tn DO Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ib O e J u ielio4 C - relicTI 1 bN sw (32 60114- im PAJo 13E .347 5. Surety:(Payment bond requir by owner from contractor, if.ah :.;..., - r , Name and address: Amount of bond $ 6. Lender's name and address: i . - 7. Persons within the State of Florida designated by Owner upon 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. Name and address: 9. Expiration date of this Notice of Commencement: (the e iration date is 1 year from the date of recording unless a different date is specified) / V1 -X Signature of Owner Print Owners Name VGil.I9 %1 ©o Sworn to and subscribed before me this o day of Notary Public Y P Print Notary's Namern P My Commission Expires: / S /47 ` S ehieitt svlr.A..") e.4o-vao 0� 4466 PRY P 6. !, MARY P BRIGGS n COMPASSION NUMBER • e CCT41860 Tr "P cis MY COMMISSION EXPIRES O FA MAY 11,2002 .1d .DF "FLORIDA, CO0 NV O DAU r ;, :�iC!caiii'v Pie' Nnis is o QPU O Cop, &f � J ca 'MEJo. in 15 u ,I_ ■.-+ �� ) 4' 7 h. ` -• et- A 0 h i and OG'Ocica SooI. -$r . 3ud Poffn a Q. 9 2 r-- Prepared by: (f IAet,• t3e Address: 664 IJiwgo �MIArov►1 13310 129.01 -52 101913 • 1 • MI® DE • Approved: 11 /19/98 PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 450 In/Outswing Aluminum Storefront Door w /Sidelites Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W Sheets 1, IA, 2 thru 7 of 7. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0608.20 Expires:11 /19/01 V THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postmaster ©buildingcodeonline.com MIAMI COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33 130 -1 563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp :/ /www.buildiogcodeoaline.com • Construction Glass Industries Corporation ACCEPTANCE No.: 98- 0608.20 APPROVED : NOV 1 9 1998 EXPIRES : NOV 1 9 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum storefront door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 450 . In / Outswing Aluminum Storefront Door w /Sidelites — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -01 titled "Series 450 Doors and Sidelites" Sheets 1, 1A, 2 through 7 of 7, prepared by Manufacturer dated 10/20/97, revised on 01/02/98, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. • 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door with & without sidelites only, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum swing doors w /sidelites and its components shall be ins alledin stricTcom liance with the approved drawings. - 4.2 Hurricane protection system (shutters): the installation of this unit will not require a h rricane protection system. • 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ►SIAA 1_ CI^tiak Ishaq I. � � handa, P.E. Product Control Examiner Product Control Division • • • • • • Construction Glass Industries Corporation ACCEPTANCE No.: 98- 0603.20 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS NOV 1 9 1998 NOV 1 9 2001 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 151,1/4A` 1. C.1Aat.de, Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE rak CORPORATION construction gloss led.stries anon:eke 7640 mewed 62 street Wool, flwido 77177166 product : Sales 450 Dope & Sidetilee dote : 10 -20 -97 I sheet 1 • r r ' r ♦♦ ♦ ♦ r r r r i r r • ♦ ♦ ♦ • ♦ • rak CORPORATION construction gloss led.stries anon:eke 7640 mewed 62 street Wool, flwido 77177166 product : Sales 450 Dope & Sidetilee ENGINEER : Al Forooq Corporation Dr, Hum070un Forooq Structural -Flo. PE 1 16557 dote : 10 -20 -97 I sheet 1 of 7 • • • TYPICAL ELEVATIONS 0 a STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6 de 7. MULTIPLE SIDEUTES AVAILABLE G I/4' Da. va r r i r i' Ds OPG 7/9' g 6 7/9' 5 -I CD raw WIDTH CID PANEL WIDTH 26' 30' 36' 42' D.L OPG. WIDTH 12 -7/8' 18 -7/8' 2. 7/8' 30 -7/8' PANEL HEIGHT 80' 04' 90' 96' 108' D.4 OPG. HEIGHT 66 -1 /2' 70 -1/2' 76 -1 /2' 92 -1/2' 94-1/2' A?o101: '9 Mtn :flu; "'7P THE •9a1 r!d2A: 1'110i1i'a "• "f Wr 6Y r20!iit: CO. :n t 0r7;to 65aceic CCCM CC:aV:.: Cf oirtcI SCUMT..1Ci 69.7% T _ -0 - OUTSOINC DOOR DETAIL _ -1 - INS9MNG DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) W98 -01 • CM' CORPORATION court:440 a - 1166trles CerpoN+on 7540 Iler111eed 62 seed oio* 60 33166 MAX. BOOR NEIGH, NO. RE00. product : Series 450 Doors & Sddiles UPTO 7' -6 3/4' 3 ENGINEER : M faroop Cceporotion Or. Humoyoun romp Structural —Fla. PE 9 16557 ABOVE 7' -6 3/4' 4 dote : 10 -20 -97 I sheet IA oI 7 HINGE LOCATIONS MAX. BOOR NEIGH, NO. RE00. MAO. SPACING UPTO 7' -6 3/4' 3 35 I/O' ABOVE 7' -6 3/4' 4 30 I/2' • • • TYPICAL ELEVATIONS TRUE HORIZONTAL MUNTIN b (1 OR MORE 7 PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE IOB COMMERCIAL HARDWARE HARDWARE DESCRIPTION SE-1207 wear TYPICAL GLA7ING OFTAIU 3/1r NIL QAa IRO PA Wa 3/1r 001 0AS3 IEGENQ —0 — OUTSMING 0008 DETAIL —I — INSTANG DOOR DETAIL — ITEM DESCRIP110N (see sheet 2 of 7) W98 -01 rrn► CORPOR■TION m03UUdiM On i1d13Nie enaitU6n 7640 no.t.eet 62 shed mar:. Il6ride 33(66 product : Sales 450 Doors & Siddites ENGINEER : AI Far000 Corporation Or. Humoyoun Farooa Structural —Flo. PE g 16557 dale : 10 -20 -97 I sheet 2 of 7 • • BILL OF MATERIALS I TEM 0 2B m EN 0 En 6 0 8 9 10 1OA 10B DESCRIPTION 1/12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS R00 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24 3/16" 0.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ® CENTER OF PAIRS SPACED 6" 0.C. & 24" O.C. MAX. #10 X 1" PH -PH -SS TEKS SCREW, ® 3" & 7" FROM ENDS & 24" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB H 3032) .350 HIGH FOAM -TITE WEATHERSEAL (AMESBURY # 32011) THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIK SET SERIES 780 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP & BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM m liEl w Ea 16 18 19 rrtO,ZC As C3M^trnc wax THE ;CUm ROM; OU•[0'O6 C071 , A1[_ l9.i y v 1151 1.. "d.. ?ROW C0r.1.0: DNS ON ll 8 7U1[DIN6 COCI CO31rtIA CE 01I(IE ECCEitANC: NO CV.°b01•a Env O . NIALATOUPI r.0000 STRIKryNES M RE 1 16337 HAGER 4 1/2" X 4" SOLID BRASS (OR S /S) HINGE SECURED WITH (8) 1/12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF (MODEL 5509) WITH REINFORCED TIP 1/2" NOMINAL (.466 ACTUAL) LAMINATED GLASS COMPOSED OF (2) 3/16" THK. GLASS (ANNEALED OR HEAT STRENGTHENED) AND .090 THK. SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8 "THK. CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM Q ) a 1/2" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 4; A 7/8" X 5" X 1 /8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR W98 -01 rza COPIPOIiAT1ON oaolruclian Om :wheelie mpmaan 7610 northwest 62 end rriterA na d° 13166 product : Series 450 Doors & Wellies ENGINEER : Al Faroop Corporotion Dr. Humo)oun Foroop Structural -Flo. PE 9 16557 date : 10 -20 -97 J sheet 3 of 7 • • • 1X4 PT W000 a n 1/4' X 2 3/4' LONG TAPCON SCREW 0 6 FRO ENS • A • C I OPTIONAL SQUARE GLAZING 2A TYPICAL 2.082 1 1/4' « X 1 3/4' LONG ,,, TAPCON SCREW 4 O 6' FROM ENOS & 24' 0.C. 1/4' «X3 /4' 10 . TAPCON SCREW 2X4 PT WOOD 1/4' — X 3 3/4' LO TAPCON SCREW 0 6' FROM ENDS & 24' O.C. NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6' FROM CORNERS MAX. SPACING 24' 0.C. SEALANT TYPICAL TYPICAL 2A TYPICAL OPTIONAL INSTALLATION \TO 2X4 P1 WOOD I /4' MK SXIM EXTERIOR 4.072 4 CT 2 6 - 1 —'4". 1 .680 Cn9/ DA 4mATOUM IM000 SOWCIUntS M. P8 / 15557 1X4 PT WOOD 509 511 502 475 1 4412 FRAME WIDTH AMP2O110 AS CONPSYINC Vete 7N SOUTH FLORIDA 60.101«0 COOS q - 87 _151 41 1. - 3 Dr �S V!t'� 1. L •aIW 19 Y.d. pR Ot*,C! CONVROI OI*S 0:1 611::9 SC WOt COMI,AAC( ACCIFLIACt Iw' -o O -1254 505 ZA TYPICAL PANEL ASSEMBLY ZB TYPICAL PANEL. ASSEMBLY TYPICAL PANEL ASSEMBLY m 502 375 OR ® TOP & BOTTOM OF INACTIVE PANEL a W98 -01 V a Ca, CORPORATION COn9$0ttierl yme Mathst corporation 7640 na161oast 62 thud rife* 6allo 33166 CALLED 3/16" ANN. +PVB +ANN. product : Series 450 Doors & Sideates 3/16" ANN. +PVB +H.S. ENGINEER : Al Forooq Corporation Dr. Numoyoun Forooq Structural —Flo. PE / 16557 H.S. 3/16" H.S. +PVB +H.S. dote : 10 -20 -97 I sheet 4 of 7 GLASS OPTIONS CALLED 3/16" ANN. +PVB +ANN. ANN. 3/16" ANN. +PVB +H.S. 3/16" H.S. +PVB +ANN. H.S. 3/16" H.S. +PVB +H.S. • • • DOOR FRAME WIDTH THIS SILL IS NOT RATED FOR WATER 4' WIDE SADDLE THRESHOLD EXTERIOR 2.970 IMO 1/4" — X 1 3/4 LONG TAPCON SCREW 0 6 FROM ENDS & 24' O.C. SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. SEE CHARTS E NV 1X4 PT W000 [PROVED AS co oty: ;lG w1H INC • HM wnH.louM r uioo0 I ftOOTOA 6u:.0:HG CODE STn11CNOCS 4 � H>(I Hesl7 M 1 IS Y Ir t 1 • C kAIa1 H>t nom? CO31101. OIVIS:O 2 61998 3UI C:nG Coot Cox 60C+2 ACCEPTANCE 60 o'CE . ' I/4 SHIM 1/4' — X 3 3/4' LONG TAPCON SCREW 0 6' FROM ENDS & 24" O.C. REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL W98 -01 EEL CORPORATION eansUUetian gloss ideuiss mrpaation 7640 neMRA 62 MUM Irian; &Ark 33166 product : Series 450 Doors & Siddites ENGINEER : Al Forooq Corporation Or. Humayoun ramp Structural -Ro. PE 1 16557 dale : 10 -20 -97 ' sheet 5 of 7 • IX PT w00D 1/4" -. X 1 3/4' LONG TAPCON SCREW O 6" FROM ENDS & 24' O.C. 1/4' — X 2 3/4" LONG TAPCON SCREW • 6" FROM ENDS & 24" O.C. 1/4" X 3 3/4" LONG TAPCON SCREW O 6" FROM ENDS & 24" O.C. #10 X 1" PH —PH SMS S/5 (2 PER © CLIP) t/4 MAX SHIM FRAME WIDTH EXTERIOR FRAME WIDTH APPROVED 13 COMPEVOM WIT11 TN SOUTH ROIiIW BWLOIHG C9OE Al or . 7 d . PSODUCT CCIP.5t O111STY BUII0:t16 :.`GE C"+MPtiAT;E ante ACC /STAMP � O'l•� _ 1X4 PT W000 .. 1/4" - X 3 3/4' LONG TAPCON SCREW 1/4 SHIN SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL W98 -01 • PANEL PERFORMANCE CHART FOR DOORS AND SIDELITES NOMINAL DIVS. PANEL VIDTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 PANEL HEIGHT 6/8 7/0 7/6 8/0 9/0 OUT - SWING /IN -BRING DOORS DESIGN LOAD CAPACTY -PSF ANN. GIAS5 EXT. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 :00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1004 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 • 100.0 100.0 100.0 100.0 100.0 8.9. CLASS EXT. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 INT. 110.0 1100 1100 1104 1100 1104 110.0 110.0 110.0 1100 110.0 102.9 110.0 1100 110.0 110.0 110.0 100.0 LOADS SHOWN ABOVE ARE FOR COORS USING THRESHOLD 3 0R SO- WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCABLE AND FOR THRESHOLD OD IN ANT CONDITION. IN -SWING DOORS DESIGN LOAD CAPACTY-PSF ANN. GLASS EXT. 50.0 50.0 500 30.0 50.0 50.0 50.0 50.0 50.0 50.0 504 500 50.0 50.0 50.0 50.0 500 50.0 INT. 1004 1004 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 B.S. GLASS EXT. 50.0 50.0 50.0 50.0 50.0 30.0 50.0 50.0 50.0 50.0 50.0 504 50.0 50.0 50.0 50.0 30.0 50.0 1010. 110.0 110.0 1100 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 102.9 1100 110.0 1104 110.0 1100 100.0 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD WATER INFILTRATION REOUI EMENIS UUST BE HET. OUTSWINQ QUTSWNGANSNNQ INSWINQ • • PANEL 1/117011 s 1 PANEL 0110Th 0414EL VIDTH CHARTS AT LEFT CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STPPS TO USE CHARTS. 1. DETERHOIE MHO LOAD BASED ON PROVRIONS OF 5050 f ASCE 7 -88. 2. OETERHINE *ATEA OOILTRATI00 REGUIRO(ENIS BASED ON PRONSION$ OF MC. 3. SELECT A DOOR STSIEl1 LE. RI NO /OUTSWINO AND TYPE OF THRESHOLD. •. CHECK TM ALLOWABLE EXTT3tgR ANO INTERIOR LAMS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS most MEET OR EXCEED THE DESIGN LOADS RE000000 NFS. mo u.a,.. 0.0000 ! APPROVED AS 000000INC WITH 116 smucruon , 60117 11.0109A 8000II1C CODE M PC 0 161sT ,BAT 19.13- Bf ItLe • =:_4- 1 CCN103E 010 0 00 E31L01N4; CODE CO2 .ARCS 001C 2 s 1998 . A: CIPIAACE PO. 0 E o f 7 i Z droning no. W98 -01 u 0 ° u (sheet 6 of 7 JAMB ANCHORS CAPACITY - PSF PANEL 0410TH TYPE 'A' 719E '8' TYPE 'C' 24' 110.0 110.0 110.0 30' 99.6 110.0 110.0 36' 63.0 102.2 110.0 42 - 71.2 67.6 110.0 • • • • FRAME CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EOUNALENT. I y0 I III PANEL CORNER DETAIL STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE Of UNITS 0ETERMINE .011001.081E LOAD CAPACITY. 1103 LOAD CAPACITY MUST MEET OR EXCEED QESICN WINO LOAD REQUIREMENT DETERMINE 01 STEP 1 Of SHEET 6. MTG. STILE ANCHORS AT SIDEUTE NOMINAL DIMS. PANEL PANEL 111DTH HEIGHT 2 ANCHORS ANCHOR TYPE 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 6/8 7/0 7/6 0/0 9/0 DESIGN LOAD CAPACTY -PSI A 75.3 60.2 502 43.0 717 57.4 •764 •1.0 66.9 53.5 444 38.2 62 8 502 418 55 8 44.6 6 92.7 74.2 61.0 530 88.3 70.6 59.9 50 4 82.4 65.9 54.9 47.1 77.3 61.8 51.5 68.7 54.9 458 C 110.0 110.0 110.0 105.8 110.0 110.0 110.0 100.7 110.0 110.0 109.7 94.0 110.0 110.0 102 8 110.0 109.7 91.4 4 ANCHORS ANCHOR TYPE A 110.0 110.0 100.4 861 110 0 1100 95.6 ez.o 110.0 107 0 99 2 76.5 1100 100 A 83.7 1100 892 7• 8 110.0 1100 1100 105.9 1100 1100 1100 1008 110.0 1100 109.9 94.2 110 0 1100 103.0 110.0 109.9 91 C 110.0 110.0 1100 110.0 110.0 110.0 110 0 1100 110.0 110.0 110.0 110.0 110.0 110.0 1100 110.0 110.0 110 0 MUWON LOAD CAPACITY PST DS -0, DS -1 1100 110.0 110.0 1100 1 10. 0 110.0 not 110.0 110.0 110.0 110.0 1100 1100 110.0 110.0 110 0 96.6 80.5 NIG. STILE ANCHORS AT SIDCLITE 11 OR 2) AT EACH SIDE OF 1AAL100 14,5 OR C)1 INTO. STILE ANCHORS 8 DOUBLE DOOR 3 OR 5 ANCHORS (4.8.0 OR 0) PANEL VIDTN 1 1 PANEL VIDTN PANEL VIDTN PANEL 111014 -- ir 2-1/2' MIN. ANCHOR SPACING TIP. FOR SIDELITE A70. PANEL WIDTH 0000 PANEL + (KO PANEL 2 MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. PANEL WIDTH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 PANEL HEIGHT 6/8 7/0 7/6 8/0 9/0 DESIGN WAD CAPACTY -PST 3 ANCHORS ANCHOR TYPE A 110.0 90.• 75.3 64.5 107.6 86.1 71.7 61.5 100.4 80.3 66.9 57.4 94.I 75.3 62.8 83.7 66.9 6 110.0 1100 92.7 79.5 1100 105.9 89.3 75.7 110.0 98.9 82.4 70.6 110.0 92.7 77.3 103.0 82.4 110.0 110 110.0 110.0 110.0 110.0 110.0 110.0 1100 110.0 1100 102.9 110.0 1100 110.0 110.0 110.0 68.7 100.0 5 ANCHORS ANCHOR TYPE D 110.0 110.0 110.0 110.0 1100 1100 110.0 1100 1100 110.0 1100 102 9 1100 110.0 964 1100 1100 100.0 55.8 ANCHORS; A. 14 SINS 000 287 BUCK OR FOOD STRUCTURE 1 -3/6' MIN. w000 PENETRATION B. /4' TAPCONS INTO W000 STRUCTURE 1 -3/ PENETRATION MRU 197 %1000 BUCKS INTO MASONR9, 1 -I /1' MASONRY EMBED. 11400 289 H000 BUCKS INTO MASONRY, 1 -1/4 IIA5011RY LM8E0 C. 1/4' TAPCONS, DIRECTLY TO MASONRY (NO BUCKS) 1 -I /4' MIN. LHEMOHEM D. 1/4' TAPCONS 1110 6000 STRUCTURE 1 -3/4" PENETRATION THRU 107 04000 BUCKS 0410 1AA50NR9. I -I /4 1AA50NR9 L119E0. DOW 280 04000 BUCKS INTO MASONRY, I -1 /4' MASONRY NOW I TAPCONS AS uANUFACTJRED BY LLCO. I OR AN EQUAL HOLDING A CURRENT NOA. E.g. OR muumuu 614000 STIIVCTVIIE! N. PE 1 1•657 APPROVED AS 00010(TING F I•• ^ sourly n0Ala 601(0100 t0" DAT 01 619 9tl CONTROL C 03101 8u1IO1IRi coot Cot MNC: ACCIPTANCE NO.d ____ 4 0 0 0 OTow;nq *0 W98 -01 /neat 7 of 7 ) PERMIT APPLICATION FOR MIAMI SHORES VILLAGE is 1 � � cj Date :. �? i� Job Address : : � : ��� [ � -% � Tax Folio 3Z© 17 L�'� U Legal Description 2V '•/' AM] iJ PO 4 � Own '/ Lessee / Tenant /1' 1(1't't*CJ \ - '1 1 'CI cf — J !G < <=%� C, � � Master Permit # l Owner's Address � � � {U. `' ) i A t o -;�t' . %1 is 5 Phone'•; (.9 ,1 Contracting Co. 0 e . Address Qualifier SS# - - Phone State # Municipal # Competency # Ins .Co . Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one). :UILDING ELECTRICAL .PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN i '/ Square Ft. i2-CC) Estimated Cost(value) WORK DESCRIPTION 'A WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAX 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: Notary as to Owner and /or Condo President My Commission Expires: ** * * * * * * * * * * FEES: PERMIT 1) 64 0 RADON C.C.F. A NOTARY APPROVED: 'Zoning Buildin Signature of Contractor or Owner Builder Date: Notary as t � t i er r T My Commissi 'ri, a :COMMISSION NUM3E:a CC255237 MY COMMISSION EXP. O F`■° •;AN #6 199' Fire Other TOTAL DUE /61? 5 * Electrical Mechanical Plumbing Engineering ti PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 08/2/00 Job Address 1131 N. E. 97th Street Tax Folio J 3 �� /7 0 &S ' Legal Description See Attaced Historically Designated: Yes No Owner/Lessee / Tenant John B. & Yvonne A. Moody Master Permit # Owner'sAddre`s 1131 N.E. 97th Street, Miami Shores, Fl 33138 Phone 305 - 255 -5315 Contracting Co. Custom Pools Address 13250 S .W. 131 Street, # 100 Que John M. Pieklo State # CPC-056434 Municipal # Competency # Ins. Co. AnlitataginmT Kenneth R. Pfeiffer Address 9395 S.W. 77th Avenue, # 1042 Bonding Company N/A Address Mortgagor N/A Address Permit Type (circle one)(BUILD1 ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Swimming Pool & Deck Square Ft. 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 requred 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 re: : ting construction and zoning. Furthermore, I authorize the above -named contractor to do th rr.rk stated. a rf e of owner an. or Condo Pre to Owner and/or Condo President ommission ;expires: ?eve FEES: PERMI APPROVED:: giya Mechanical 1 9Th RADON 1 Plumbing Estimated Cost (value) $8500.00 4 f9 /L SS# Phone 305 - 255 -5315 Sign o f Contractor or Owner - Builder o Contractor or Owner - Builder ssion Expires: C.C.F. , , 'O NOTARY BOND Electrical 5://'74". 8 /z 3/ Engineering Date TOTAL DUE Lot 5, B 180, 4 REVISED NAT TRACT 188B, S. V OF TRACT 188 C, TRACT 181A AND TRACT 181B, OF THE REVISED PLAT OF MIAMI SHORES, SEC.8, according to the Plat themat as recoiled is Plat Book 43, Page 51, of tf P is Roccads of Miami Dade County, Fluids_ 1 Project Name Address 1131 N.E. 97th Street, Miami Shores, Fl 33138 Tree Review CUSTOM POOLS BY Moody CERTIFIED GUNITE COMPANY. r • KXX1POPATED Oct FLORIDA AUGUST. 1964 ® There are property construction deck. This review was accoc)p l i shed by Dated O — O cD TREE SURVEY ❑ Ficus ❑ Fruit tree ❑ Austr&1 i an Pine ❑ B r a z i l i a n Pepper ❑ Nalalcuca ❑ Bi >'cchof i a ❑ Earlcaf Acacia ❑ Norfolk Island Pine ❑ Schefcl era no trees on the subjects that conflicts With the of the swimming pool And ❑ There are conflicts between the construction of the swimming pool and /or deck. However, all 'trees that conflict with the construction are less than eighteen (18) inches in diameter. ❑ There are tree% greater thAn eighteen (18) inches in diameter that .conflict with the conntruction of the swimming pool. However, this /these tree (s) i ec /are of the fo1 l owi ng species that do not require permit for removal 12165 SOUTH DIXIE HIGHWAY • M,4, .A FLORIDA 33156 • (3051 255.5315 0 5 CD m J w.p. 1 �\ ,\ 70:1071 i QIB Sioy Residence 1131 • ]f3 12q Bldg SUP 75.10/TM 75On* 2551 Petra xi' shoo - -N.E 97-Street- i 1 I • l - Q t :: I w - l a 1- 1 G ffs/A 1. , ., 1- - i 1. n l- f/ /A - 1 iQ FIP. Ur FIR. P I : v - — -3r #. - • - - a. — • r r 1 • 1 • r ir. �, a.. f y b A i b 1) •.; G 7; 7 7 7 T 5 ♦ 1.00Amar MAP Nor TO SCALE Legal Deurip6on: Property Adam= 1131 N.E. 97 Street Miami Shows, Florida 33138 Panel: 0093 Flood am= X Doc of fieldwork: 06121199 Completion date: 06172199 Survey =other C -20377 Lao 5, Bloa 180, of REVISED PLAT TRACT MB, S. 31 OF TRACT 188 C, TRACT 181A AND TRACT 1111.8, OF THE REVISED PLAT OF MIAMI SHORES, SEC-R, aowrdthg to the Plat the1eo1 as reloaded in Plat Boot 43, Page 51, of die Public Records of Miami Dade County, Florida_ Certified two: John Renard Moody and Yon= Anne Moody Sunset Title, Inc.; First American Tide Imam= Cezu xa 3 , Chose Manhattan Mortgage Co pamtion, irs sarcasms and/or assigns. ---- nom n DR. -.-.- 1.&" PAD' nn Ara ,,K4 - __S i P1L'Eirrr aaa •71 Or. PRO ACCORD qr.& DPW ✓ fe le arA4sED P57:7 FAA C OaasAm EL HE. O. aFw• r!. Pae !Oa a101RD4O=00 r.ca F OVIS CEOGOIC F rr.R Po1I O>ptfa LORI PraAEPry X LAC La JR =UMW . la a• rt.* FROND IOW O r u MO r . rn1O ION PK WE Oil N =yr of OM OR& OFF. MID Otl I oar . PEP Pa i Or. 1R41r0 r1017.170 PRa1 Ka I■L WW1 FA601t 7 Pe PAD P>ZRV PROM. PAIN ✓ PW Pa PIA] ® AO.ags Ada PM* 0.12. CPADOIO D fAIP>n Pna: row PP. POMO. POLE P.O1. FOB as aa0lppsaa P,C POP •1r pue JIGS, Pile "Cr as =1Q, AMP P L PPS IE. PFter+or TA1C(I1 2 R ARP GER:S m6iFD AREA P&L A OR iFJMi EF SUA. ST CM CRXV SAP SEE1 MO MOM rya RIR laR O mow MEL RP ye I• CCOGOOKOLO 77F f71.• Ra 50CV ORr tC WM SAL d or Sei• asa D75 C. Oana•Rn ) L.71Ok (10E7 rorGaraD cr amen 11 1 hr t•aDS SLOP rQaOI ERE RROr Alf Ot CNER A[G>YSD 8,:tatlll:RavOM a0: A CRRFaSiIIwD Pf9mi ar simO1¢ sa APPOR IO•FS LSE Aar LOCALED '1 Gnat E2 AOC 70 DE FAQ Or WE Rat 3) ACT waif •F9S S&•ID WAR WE 86 O) Oar IN,EE HAS120SOaEIr7S looms. 71 NO 1013•••0•ACV. Moe PMPERn• • DREIRS u16 91001 ARE Pur Aap REAR. 9) "fAC'C C∎902 91P ■WOy tII r� 1u - _Wo16 e' •.0m• ARE &A.9D C/O. - r1 ECAAIW :S RiTEREND31 W LAC AOR2S AS WSW .Tr/ 1740, DRS tXMOCART sung, Im.E5Dro.Aaa• s • owner mow. • A> ao® Am" 91oew aia gger& wo saw • warn Q far ? 111rr rE Simm Lyra AIM ARKS C A10EHr AEHS>ERED MeV AO% D4 aatEr tS ACID JaR aa'Yicaa[ Or Wan Pa. Ass t,Sf Bf• 6ADC MI WO O S Q7 ow& f a419R1CaOt AiFINT7MIC __ Or AP. Cares i 0- FrS1AwOa 901E1oRC < AND AH ILLOED OCIMPriNZ SS t_S. 63s7 (i;DQIDW t`a■A:� s-SMAI Jas Ps T ' Date 7" 7 7 Job Address Legal Descriptior, Historically Designated: Yes No � 11 Owner/Lessee / Tenant J0 AN A ey /T y Master Permit # Owner's Address Ng/ N G d 7 5 T / Phone 36 .5 7S 4: Contracting Co. C\,C i M E (tom Qualifier SS# Phone State # Munici # Competency # Ins. Co. Address Architect/Engineer Bonding Cowan;r Mortgagor Permit Type (circle one WORK DESCR FEES: PERMIT ON ERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON 1/3/ Ai E / 7 51- Tax Folio A/ 4 Address Address Address LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN t'/G rita4 / a -- Ole dog eat G)a9. Square Ft. Estimated Cost (value) WARNING '11 " OWNER: YOU MUST RECO' 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 ATTORN3Y 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. OWNERS 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 C o d President Date Signature of Contractor or Owner - Builder Date Notary as t for aim . ,.,(T. � `' Date My Conuni x,)ir NICOLE A B GERI' s ''` l) 0 COMMISSION NUMBER N < CC661267 9 j. � O MY COMMISSION EXPIRES F OF F `0 JULY 2,2001 Notary as to Contractor or Owner - Builder Date My Commission Expires: C.C.F. ° 6. 0 NOTARY ' ® BOND APPROVED: TOTAL DUE Zoning Building l � 1 1 (� 6 Electrical Mechanical Plumbing Structural Engineer / .e lad 11 ' t 1,-; -c 10 ff -Y 9 5 9 I - 'I 6. 13f S 181 4 - .y 3 I 13' ■od Z 1 « k urd L 12.14 1 ea.,. Y o0.,.. rol 8.50' Alley cct 12° F.I.P. 0 0.10' - x 0.10' x 09.92' 9.98' 0l W.P. 12.40' in 12.40' N L �O T m O P.I. 539.96(M) cV > 12° F.I.P. Y 1/2' F.I.P. Brick Slab 75.00'TP) 75.03"(M) 11.15' 15.55' a l One Story Residence # 1131 26.30' 75.00TP) 75.011114) 22' Asphalt atw 26.50' Parkway .E. 97-StreeP- c o 0 nel � N k. 16.00' 16.45' 1 12' F.I.P. 0.20' 112 F.I.P. Nail 0. 12 10 Legal Description: s 5lock IBC G 4 '5 2 'IS•: t ,• 97HT ' r LOCATION MAP NOT TO SCALE Property Address: 1131 N.E. 97 Street Miami Shores, Florida 33138 Panel: 0093 Flood zone: X Date of fieldwork: 06/21/99 Completion date: 06/22/99 Survey number: G -20377 Lot 5, Block 180, of REVISED PLAT TRACT 180B, S. %2 OF TRACT 180 C, TRACT 181A AND TRACT 181B, OF THE REVISED PLAT OF MIAMI SHORES, SEC.8, according to the Plat thereof, as recorded in Plat Book 43, Page 51, of the Public Records of iviiami Dade County, r ioriva. Certified to: John Bernard Moody and Yvonne Anne Moody; Sunset Title, Inc.; First American Title Insurance Company; Chase Manhattan Mortgage Corporation, its successors and/or assigns. LEGEND • .--..- WOOD FENCE A CENTRAL ANGLE/DELTA - < - WIRE FENCE D.B. DEED BOOK F.N. NAIL D. DESCRIPTION OR DEED a PROPERTY CORNER D.H. DRILL HOLE R RECORD D/W DRIVEWAY M FIELD MEASURED ESM7 EASEMENT C CALCULATED E.L. ELEVATION CL CLEAR F.F. FINISHED FLOOR ENCR ENCROACHMENT F.C.M. FOUND CONCRETE MONUMENT E CENTERLINE F.P.K. FOUND PARKER -KALON NAIL CONCRETE L LENGTH PROPERTY LINE L.A.E. LIMITED ACCESS EASEMENT C. M. CONCRETE MONUMENT M.H. MANHOLE F.I.R. FOUND /RON R00 N.T.S NOT TO SCALE F.I.P. FOUND IRON PIPE O.R. OFFICIAL RECORDS R/W RIGHT OF WAY 0.R.B. OFFICIAL RECORDS BOOK N&0 NAIL & DISC P.C.P. PERMANENT CONTROL POINT 0.E. DRAINAGE EASEMENT P.R.M. PERMANENT REFERENCE MONUMENT U.E. UTILITY EASEMENT PG. PAGE FD. FOUND PVMT. PAVEMENT P PLAT P.B. PLAT 800K aAvivis ASPHALT P.O.B. POINT OF BEGINNING O.H.L. OVERHEAD UTILITIES P.O.C. POINT OF COMMENCEMENT P.P. POWER POLE P.O.L. POINT ON LINE TX TRANSFORMER P.C. POINT OF CURVATURE CATV CABLE RISER P.R.C. POINT OF REVERSE CURVE W.M. WATER METER P.T. POINT OF TANGENCY TEL. TELEPHONE FACILITIES R. RADIUS (RADIAL) ® COVERED AREA R.O.E. ROOF OVERHANG EASEMENT 8.R. BEARING REFERENCE S.I.R. SET IRON ROD & CAP CH CHORD S/W SIDEWALK RAD RADIAL T.B.M. TEMPORARY BENCH MARK N.R. NON RAD /AL T.O.B. TOP OF BANK A/C AIR CONDITIONER TYP. TYPICAL B.M. BENCH MARK W.C. WITNESS CORNER C.B. CATCH BASIN 10.50 EXISTING ELEVATION C. CALCULATED GENERAL NOTES: 1) LEGAL DESCRIPTION PROVIDED BY OTHERS 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANC£S NOT SHOWN ON THE PLAT. 3) UNDERGROUND PORTIONS OF FOOTINGS. FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 4) WALL TIES ARE TO THE FACE OF THE WALL. 5) NOT VALID UNLESS SEALED WITH THE EMBOSSED SURVEYORS SEAL. 6) ONLY VISIBLE ENCROACHMENTS LOCATED. 7) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 8) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. FENCE OWNERSH IP NOT DETERMINED. 9) 70) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. UNLESS OTHERWISE NOTED. 11) BEARINGS REFERENCED TO LINE NOTED AS B.R. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY is A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. SIGNED STATE OF FLORIDA RALPH SWERDLOFF REGISTERED LAND SURVEYOR NO. 3477 SIGNED l CARL /CHAEL ;WITH R 'STEREO LAND SURVEYOR NO. 3762 SIGNED SIGNED 1-ee &40Z NO E AGUILAR REGISTERED LAND SURVEYOR ,N0. 5571 CLYDE 0. McNEAL REGISTERED LAND SURVEYOR N0. 2883 SIGNED STATE OF TENNESSEE JAMES E. MCALEER REGISTERED LAND SURVEYOR NO. 1133 THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY EXCLUSIVELY FOR THIS USE BY THOSE TO WHOM IT IS CERTIFIED. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION. PERMITTING. DESIGN OR ANY OTHER USE WITHOUT THE WRITTEN CONSENT OF FIRST FINANCIAL SURVEYORS. INC First Surveyors, Inc. STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA 7700 North Kendall Drive, Suite 409 Miami, Florida 33156 (305) 271-3655 Fax (305) 271 -8499 2000 North Mango Road, Suite 202 West Palm Beach, rlonda 334U9 (561) 640 -4800 Fax (561) 640.0576 365 Aulin Avenue, Suite 3 Oviedo, Florida 32765 (407) 977-7010 Fax (407) 977 -7020 1187 Vultee Boulevard Nashville, Tennessee 37217 (615) 366 -8432 Fax (615) 366 -8477 AND AFFILIATED COMPANIES L.B. 6387 (FLORIDA) Nationwide: 1 -800- 787 -8266 Fax: 1-800-787-8260 Date 4 ”: Job Address // 16)4 97 Tax Folio Legal Description Historically Designated: Yes No i Owner/Lessee / Tenant ZI / Master Permit # Owner's Address /7 Ai 97 57- Phone 75/ - 3 6 -S" Contracting Co. 40 _t. (� Address � Qualifier SS# Phone /1 / l / g ` State # Municipal # Competency # Ins. Co. Architect/ Engineer Address Bonding Companyy t/�14 Address Ai 04 - Mortgagor ; s Address Permit Type (circle one): 'ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DES ON c Jr, i G - ,27-' Square Ft. Estimated Cost (value) ® ® " WARNING TO OWNE!" : YOU MUST "CORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF 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. OWNERS 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 APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE CO N , tQ. �: . . O S �'n�!" *- an 0 M . _ . • My CO ' s: COMMISSION NUMBER IIv, Q CC661267 9 i ` c MY COMMISSION EXPIRES F` 0 JULY 2,2001 / FEES: PERMIT j RADON Building i7/(0 JQD Notary as to C My Commiss S C !/ IAL'• TARY SEAL •Z' a < NICOLE A BERGERT * COMMISSION NUMBER 9,■ ` re O e CC661267 OF FIO.4 MY COMMISSION EXPIRES JULY 2,2001 C.C.F. • 2/ 0 NOTARY 0 BOND Electrical TOTAL DUE Date Date Da Plumbing Structural Engineer - v Oocell - 6iiono .)(i5 i )N9 ITC �n�N III REMOVE EXTG. WINDOt tt WALL SLAB TO SILL 1 96 B30 T. H All dimensions & size designations given are subject to verification on lob site and adjustment to fit job conditions. WR3624 36" REF -3D 125 W2442 Burr , s24QV I t 2 O C 4 3 9 0 D 1 12 J 7:74 H IS 15 24" a f= This is an original design and must not be released or copied unless Moody applicable fee has been paid or job 131 AF1= w street order placed. ft' 58 I i 7 54 Designer Lina Platon Dwg no. Scale : maximum I gn Date : 04/17/001 Note. This drawing is an artistic interpretation of the general appearance of the floor plan. It is not meant to be an a act oendition. 2219 Yvonne Moody 1131 NE 97 Street ' rrRmi pi Dwg no.7 I i I I 0 O Note; This drawing is an artistic' interputation of the general . appearance of the floor platy. It is not meant to be an exadsaadition. 2219 Yvonne Moody 1131 NE 97 Street Miami ri r ----- _-_---_ --- ~ ter. 0 O Note; This drawing is an artistic' interputation of the general . appearance of the floor platy. It is not meant to be an exadsaadition. 2219 Yvonne Moody 1131 NE 97 Street Miami ri May 10, 2000 Miami Shores Village 10050 NE 2 Avenue Miami Shores FL 33138 Att: Building Dept., Permits Dear Sir: The swimming pool at the following location s been completed and final inspections passed on April 7, 2000. Please therefore ref nd to us the Bond of $300.00 paid Dec. 20, 1999. Thank you. Please issue the Bond re Sincere D.►siel Ess President, STATE OF FLORIDA COUNTY OF MIAMI -DADE The fore:oi • g instrument was ackno led ed before me this /' day of /` 2000, by 0/t;(//6/— • / 4 (who is personally known to DE /tw James & Jenn 879 NE 97 St ESSIG POOLS, INC. 1800 N Inc. rry iami Shores 51 Street, N. Miami FL 33162 KENNETH SHERMAN My Commission expires: Notary Public, State of Florida comirrenrteay 24, 2003 Comm. No. CC819725 Quality Pools and Spas 1800 N.E. 151 Street, North Miami, FL 33162 North Dade: (305) 949 -0000 South Dade: (305) 253 -4673 Broward: (954) 438 -6251 Fax: (305) 949 -9171