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1234 NE 94 St (10)(CONTRACTOR ' Name ee /1/1 1 Tr:e CAt .S' 3 1-01 ; /L License No. / 7 26 7 Home Telephone Address / y 6 //a ,, 3 7 d. e Fax Telephone 0 � J 3 j 1/) 0 Fax 004) C3 . ��J /'tr ( / j' ((a / ` / Qualifier Nape �/ Telephone ( PROPERTY OWNER /Name S leli F. W Ci V) Address 1234 NE fl it+li S rre e - 1Mi lc" S1i ore l F 1 335 Home Telephone Business Telephone (305 ) Q 6 , 031 1 `l V Fax ENGINEER Name Sim 2&.. O License No. 1 19" 0 � Address 6 6 , f ' At /Ce i 4 4// 6g i re i — 4 Telephone ( ( / > ) or ) 7 . ... 2 , 3 Fax x TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair ---\________________, Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 1234 NE 94th Street Folio Number Lot Subdivision Current Use of Property Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Address //3 .?0 c0 /0 O • / Block Tenant Information PERMIT TYPE ( ✓ ) Building Electrical Mechanical J Plumbing LPGX Roofing Fence Other Apt. PB PG Rr S /�� Proposed Use of Property 4 er f 0 �'� c- Z' PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax 5eoees 0 - PERMIT APPLICATION Miami Shores Master Permit No. Subsidiary Permit Not City Description of Worl/) Florida 33138 State Zip 14e- itlia.o9a)S6 Zoning Linear Feet Square Feet Units Floors Value of Works IOQ 0 • Bldg Value Tax Assessed/Appraised Value Flood Zone • Base Floor Elev. 7 INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 1234 NE 94th Street Folio Number Lot Subdivision Current Use of Property Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Address //3 .?0 c0 /0 O • / Block Tenant Information PERMIT TYPE ( ✓ ) Building Electrical Mechanical J Plumbing LPGX Roofing Fence Other Apt. PB PG Rr S /�� Proposed Use of Property 4 er f 0 �'� c- Z' PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax 5eoees 0 - PERMIT APPLICATION Miami Shores Master Permit No. Subsidiary Permit Not City Description of Worl/) Florida 33138 State Zip 14e- itlia.o9a)S6 Zoning Linear Feet Square Feet Units Floors Value of Works IOQ 0 • Bldg Value Tax Assessed/Appraised Value Flood Zone • Base Floor Elev. 7 Page 2 1. PERMIT APPLICATION IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. - Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement st be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be ''OSTED THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall • Constr ction Lien Law and Choosing ./'ontr or. STA Print Name Sworn to and subscribed before me this U day of Za21_ Signature o SEAL: Personally known Type of Identification �c - State o ADE Florida.l,... pqy MAKER 977G ,;, t11t;.sooN OCINFES N na 2006 OR, Produced Identification STATE OF FLORIDA, C IAMI -DADE )( Signature of Contractor / Qualifier 7 & /7 !/ - -/f>CI— L�/ if jti Print Name �/ Sworn to and subscribed before me this �/� day of Signature of Notary ' blic - State of Florida " " "�� Gloria Coto # DD 030973 ;� t � � ' c Commission i ..'' Expires July 9 � ° c ttES 12, . 2005 '"f4, Bonded Thnt tt 4 ttsmAilt Ca, Inc. Personally known ' OR, Produced Identification SEAL: Type of Identification Produced: s * 1 COCONUT GROVE GLASS 4246 N.W. 37th Ave, Miami, Florida Calculations for STANLEY WHITMAN RESIDENCE 1234 N.E.94 Street, Miami Shores, Florida Prepared by Sifang Zhao, P.E. 11225 SW 128 Street, Miami, FL 33176 9/5/01 Engineer: SIFANG ZHAO STRUCTURE FIA. PE# ..685 DESIGN CRITERIA: SOUTH FLORIDA BUILDING CODE 1999 DADE COUNTY EDITION AND WIND LOAD ALSO AS PER SPECIFICATION ASCE7 -93 MEAN ROOF HEIGHT = 15.00 FT MAX. DEFLECTION: L1180 MATERIALS: ALUMINUM: 6063 -T5, ALLOWABLE BENDING STRESS Fb = 12667 psi WINDOW AND DOOR DETAIL INFORMATION SEE MANUFACTURE'S PRODUCT MANUAL ANCHORS: SEE SHOPDRAWINGS FOR MORE DETAIL ALLOWABLE LOAD AS PER DADE COUNTY PRODUCT APPROVAL MINI. BUILDING WIDTH = 56.83 FT ZONE 5 = 10% OF MIN. BUILDING WIDTH = 5.68 FT FROM BUILDING CORNER ZONE 4 = ALL OTHERS WIND LOAD WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER ASCE 7 -93 SPECIFICATION BASIC WIND SPEED V = 110 MPH BUILDING MEAN ROOF HT. = 15.00 FT EXPOSURE CATEGORY: C Kz = 0.80 ROOF SLOPE > 10 DEG. IMPORTANCE FACTOR I = 1.05 VELOCITY PRESSURE q = 0.00256 Kz (IV) ^2 = 27.35 psf TRIBUTARY AREA A = 10 FTA2 Gcp COEEFICIENTS: ZONE 4 = + 1.40 , 1.50 ZONE 5 = + 1.40 , 2.00 Gcpi COEFFICIENT = +1- 0.25 FOR ALL CASES DESIGN PRESSURE Pd = q (Gcp - Gcpi) ZONE 4 = + 45.1 PSF , - 47.9 PSF (pig a, c, E, F, 4, F 1,1, j ) ZONE 5 = + 45.1 PSF , 61.5 PSF ( M k A, D ) MARK DESCRIPTION PANEL WIDTH (IN.) PANEL HEIGHT (IN.) DADE COUNTY PRODUCT APPROVAL NUMBER ALLOWABLE LOAD (PSF) DESIGN LOAD (PSF) A SINGLE HUNG 44.250 60.500 98- 0223.01 +67. -80 +45.1 -61.5 B SINGLE HUNG 44.250 52.250 98-0223.01 +67. -80 +45.1 -47.9 C SINGLE HUNG 37.000 52.250 98 -0223.01 +67. -80 +45.1 -47.9 D SINGLE HUNG 36.500 52.250 98 -0223.01 +67. -80 +45.1 -61.5 E SINGLE HUNG 36.500 37.000 98 -0223.01 +67. -80 +45.1 -47.9 F SINGLE HUNG 24.500 37.000 98- 0223.01 +67. -80 *45.1 -47.9 G SINGLE HUNG 43.250 37.000 98-0223.01 +67. -80 +45.1 -47.9 H SINGLE HUNG 44 .500 38.500 98- 0223.01 +67. -80 +45.1 -47.9 I SINGLE HUNG 44.625 52.250 98-0223.01 +67. -80 +45.1 -47.9 J SINGLE HUNG 36.500 52.250 98-0223.01 +67. -80 +45.1 -47.9 %. ( NMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375 -2527 FAX (305) 375 -2558 Nokomis FL 34275 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 SH -701 Aluminum Single Hung Window - 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. 4040, sheets 1 thru 4 of 4. 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- 0223.01 Expires:10 /22/01 /7 -fr)( )i /. 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. Approved: 10/22/98 -1- Internet mail address: post master©i buildiagcodeonliae.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 Raul Rodriguez Product Control Supervisor is anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.huildingcodeonline.eom Vinyl Tcch/Progressivc Glass Technology 1. SCOPE This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 The Series SH -701 Aluminum Single Hung Window Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98 and revised on 08- 18 -98, signed and sealed by Robert L. Clark, 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 applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung win the approved drawings. 4.2 The installation of this pro 5. LABELING 5.1 Each unit shall bear a following statement: "Mi NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS w and its c t will not require a h ermanent label with i -Dade County Prod II 6. BUILDING PERMIT REQUIR S 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. 2 ACCEPTANCE No.: 98- 0223.01 APPROVED . OCT 2 7 1998 EXPIRES OCT 2 2 200 nents shall be installed in strict compliance with cane protection system. manufacturer's name or logo, city, state and t Control Approved ". I c (. CA441Ack Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division Vinyl Tech/Progressive Glass Technolofv NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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 Approval ", 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 shalt 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 purposes. 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 needs 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 I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 98- 0223.01 APPROVED OCT 2 7 1996 EXPIRES ,«;T 2 2 2001 t st,4q 1. - 14.4 Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 7c.00O A.hdx. 3/4 1 3000 • .L44. ON CENrrR TIP. ' & SILL 53.125 MAX. ELEVA TION LARGE AML$,LE 1;6=ArT WINDOW ( 170} LA111NATE0 W /04R04T lNTr&LAIER (t /9" ane /alo umNv /8 Qsn.) 2.) CC004CURAn0NS. (2* a) DEVON PRESSL!c( RArWC: +BL P.S.F.. -60 P. S r. oNst WATER WiRIR4r$IN RE0. 1S NOT NEMO.) ♦ 457 PSF -60 p.6 r. (WHERE WATER £W111.IEAfON RCO. CS NEEDCO.) 4.) M C+4ORs: mut 5 5,44* PRnw EAC). CCCNfn (HEAD & SILO M4.*. 6• FRom E•C1• CCRNEP (JAPBS) 1441. SPAC3NC Al I•LA0 & SKI: 11.000 MAX. SP.CV1G AT yiKa_• 11125 S) 5144111t& REOt 2RCACNT NO SNUTTEFS 11'0 8.000 EEO 11 11 10 4 IILFA IMO V. T. 1 812225 612226 612227 612228 612224 6122.50 672231 653.071 6TP 4 62899C 16 17 18 19 0 MON t 1N '76 • 0 W °UPON IN x .750 PHIL. PN. HL7. Sn LATCH ° x .625 PHIL FLT. HD. 7658PFAA 6511 2 . attach Balances to J. be 11.5 from end of vent top MU 4 if width is >• 42'2_ weep Latch Scre:.s 4 when l l Latches 2 C frame iambs. 0 from bot. 4 wIncllood Adapter .Screws} 1 of YenI 8o7tarn Roil} 2 1 per each balance 1 1 er each balance 1 each frame • Nib C vent . r:1 • s • van, to rcI t7 vent iamb. 2.5 Nom 41v1. sash face aulde screws} o each frar'e 'am-, 4 rr•m- Vent 4 .v. « ew 7558WW iiFL ialFZ • Arc 13 1/8" ON CENTER 6` 1 W•V.PLOAD AO,APTER Alum. 6053 -T5 x .375 PHIL. P.H. TEX WCA • TRIP - win b ii.aks4SH SASH OP GOO( S CREEN BALANCE COVER EA!14 47.1 ERSTr'rP - fl FUlc o x .500 PH .FLY tiO £.6.3 -T 5 A• 1.Q! 0 P+uL. P .H. e iM e. AL_ Y4',401OAt7 DESCRIPTION FA GUIDE A 4erlswar Wateerak H 3 Alum. 600- TE Alum. 6063 -T5 PLAS 219/93 8 Scot' N.T.S. 18 98 612,2,36 78x38PPT 6TP249K 7 76X1 61207 PAW 1 1 1 2 OTY. / LOCATION VE?IT $I7F; 50 1/2" x 38 1/3' AL1JAMAI ALUMAX ALUMAX u14Ax AL(RfAX ALUMAX ALUMAX ALUMAX G :in• Bead} PLASTICS frame lambs, 30 from boL Allmut P.O. BOX 1529 NOKOMIS. FL. 34274 kr W H.P.G. H.P.G MINIATUR C.LD}vE!L VENDOR Nf AOLtA FASTENERS ALUMAX 14tIdANTS FASTENER Lt<,4&4 P.AST1C5 MASTER root VINYL TECH. \PGr WYBORG Ht G L CORP. 'YL IN SCNER IND. PROD. Aft RCHAIVTS FASTENER PINCLOr AP AS COMPLY= WM MI scum BMA BwrLfu1IG 009E tukfrQc�cl� 18 9 8 er!tSM j C.k "44. PRIoticr MEWL DIr5PON BUILDING CODE comma OFFICE ACCFPANCE ND 9f1-02.2.0t MOREHEAD VENDOR g ' Al -12225 AP-72226' AF - 1222r AF- 12228 AF -12229 AF AF -12231 AF- 534571 1P- 47 9 FGT.2t4.X( TP -249 51AV'f; F5762 " - 187 12244 SM55C4 Vi 996- 1207 yroJreSSiveELAS technc og; .• 4 SH-701 ALUM. SINGLE HUNG WINDOW R) • —i P1 r Z O r-A 4040 G) P1 00 . 737 INACTIVE' .655 - £ X TERlOR S RO 2.784 ROUGH OPENING { .500 Re liri iO.a fry: D.8. ..ea er. 0.8. 219/98 001.. 8 18 98 : pp �� 7' c lY. I . S lFrogressnrer A SS technolagy r `° S7 1 s` , 70 t (` SECT. i s. ` iaou1 aa en: Dercripaser AROeesr CROSS SECTIONS P.O. BOX 1529 NOKOMIS, FL. 34274 ►b: 4040 2 or 4 34.500 CAYLIGHT OPENING 2.3.30 ROUGH OPENING VERTICAL SECTION 34.500 ACTIVE OTIV OPENING INTERIOR L 123 53. 125 EXTERIOR INTERIOR /4/4 Ar/07 49.625 DAYLIGHT OPENING 48.250 DAYUGHT OPENING HORIZONTAL SECTION _-_,Ir41,... _iii - I . I 'Ern! ;Gill , !.7.*"'" _ 2.710 APPROVED AS COMPLYYIS WITH THE SOUTH �FLO DA MOM CODE DATE.O Ci1a.1t. - Z. 195 Ox !4b�±� PRODUCT Co *taUL DVS Ott thi7L DiIY.�. CDOE COMPLIANCE UFFICI Accu'r.v r ,w.q 8 -Q&? 3.01 ROUGH OPENING H C7 m A Cr Q • • • .. I► (. 1 x WOOD - . 1. ' 1.250 2 x WOOD BUCK , 11 . BUCK .250 —I TYP. Ji£R 1/4" TAPCCN v• • • v+ TYP_ HEAD TYP. Sit 1, • • 1.250 oft D. B R,aaw e, 0.6. TYe. JAMB pafMi or•oM1 thrsavuom 2/9/98 V18/98 MAX. TYP. JAM& APUOYEO AS COIIIPLYIHZ WtiN vilE SOIIiH F149t� CODE nit OxiE. _. ._ n .. - 81. I S I1 1. CS44ll l PROW COMM?. DIVSION UIia0�p60 CODS COMPLIANCE MICE 4CCEPIANCE 110 98 -0223 0 1 �progressr LASS technology rod. Co Sets /YUd.i Re+n. 5 701 ANCH. TYPICAL SINGLE HUNG ANCHORAGE (1/4" TAPCON /OR /12 PANHEAD) N. T.S. NOKOMIS, FL. 34274 , B -4040 P.O. BOX 1529 Shat a Rev.. N 0 0 --1 ri • r 0 • tD J�. CO 1-' tD 0 0 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE i'CT Industries 1070 - Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 06/2 8/2001 MIAMI -DADE COUNTY. FLORIDA NW -DAD(: H AGI.ER BUILDING BUILDING CODE: CO%1t'LIANCE OFFICE r I(TRo -DAD1i FLAl;1.ER l(UILDING 1.10 WEST FLAGLER snu :L1', s1)rl'I: 1603 t ttAtI1, FLORIDA 33130-1563 (305) 375 - FAX (3051 375 -2908 (l)NTIt. %(TOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR E:NI ()u('E:\II:Nr I)IVIStox (.105) 375.2966 FAX (305) 375.2910( I.1tOntICC ('O.N'I DIVISION' (31)5) 375-2902 FAX (305)372-63.39 Your application for Notice of Acceptance (NOA) of: 1"x Std. Nall - Aluminum Tube Clipped Mullions under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein. has been recommended for acceptance by the Miami -Dads; County Building Code Compliance Office (I3CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner. I3CCO may revoke, modify, or suspend the use of such product or material inmrnediately. BCCO reserves the right to revolve this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Iuilding Code. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division TIIIS IS TIIE COVERSIIFET, SEE ADDITIONAL, PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE �C PRODUCT REVIEW CONINIITTEF, This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions sct forth above. Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \t s0450001 \pc20001lternplates\nouce acceptance cover page.dot Internet mail address: postmaster@lmiklingcodconlinc.com Ilulnepage: turp://www.buildingcodconlinc.com I'G'I' Industries ACCEPTANCE No.: 00- 0912.05 AP1'ROVEI) EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 JUN 2 8 2001 1UN . 2 8 2006 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFf3C), 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 1 "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wail Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, P.L., 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 clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.I25 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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 PER►1I IT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 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. 6.1.4 Any other documents required by the I3uilding Official or the South Florid; Building Code (SFI3C) in order to properly evaluate the install, ' .n of t tis system Manu • Perez, P.E. Product Co •. Examiner . - Produ - ontrol Division PGT Industries 3 ACCEPTANCE No.: 00- 0912.05 APPRO EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acccptancc consists of pages I , 2 and this last page 3. END OE TIIiS ACCEPT kNCE JUN 2 8 2001 JUN 282006 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, arc 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 Acccptancc. 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 thc correct installation of the product. d. The engineer who originally prepared, signed and scaled thc 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 bc cause for termination of this Acceptance, unless prior written approval has bccn requested (through thc filing ofa 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 purposes. 6. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. if any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc 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 needs not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. Mane Per z, P.L., Product Co tt6t •xamincr Produ ontrol Division i GLAZING PRODUCT 0 TYP anfL:iax� CLA2ING (PRODUCT 0 GLAZING PRODUCT CL42I.NG PRODUCT PRODUCT / ,, . . MUWON IS GLAZING CLA21NG PRODUCT - PRODUCT w W2 W wt +w2 (2) 'WINDOWS MULLED TOGETHER .FOR DETERMINING MAX ALLOWABLE .DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H _Na S; 1 _ FOR ANCHORAGE_ TYPE, QUANTITY AND LOCATION REFER TO SHEDS 2. .3 AND 5 AWCHORS: TrPE. 13: 'C' DR - 0 ° ._ END 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 H s H1 44-12 (1) WINDOW MULLED W /ONE ADO VE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M A X O P E N I N G = -H OR H 1 +H2 MULL LENGTH = W ANCHORS TYPE: B .C. OR .D BOTH ENDS VY Robert L. a . RE. #39712 ti on w i W v wi +fi+2 H O NI 4412 • (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX OPENING = H OR HI +N2 MULL LENGTH = W OR W1+02 M2) MAX OPENING = W OR W l + W2 MULL I.ENCTH = HI 1 INDUSTRIES 112 N! rue: / J ANCHORS TYPE A' 1070 TsCHNOLOGY ORNE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOM1 . FL 34274 ANCHORS rPE :13. •• OR b` DOM £NDS 8y 1 t !Child iir rite: TRad3fenR Drown By: ( Dent 4 /23/00 I ARRANGEMENT DETAIL STD. WALL MULLION Strief /Moart MULLS I-- — W2-- I--W3---1 } w W s W1+W2 +W3 H r H!tH2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR HI 4H2 MULL LENGTH = W OR W i +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH, = 111 SCCIc NTS Sheet: 1 5 h2 HI APPROVED AS COMPLYING 111TH Ris SOWN FLORIDA 6I LDINGCODE JUN : • BY .�1)l. p • «s IRotcansiON 4 BUED1NG CODE COMPLIANCE OFFICE ACCEPTANCE NO., N. 94 2 •4514— Drawing No. 'Rev: 6620 a Tar. rr MULLION MULLION CLIP Cur FLANGES OFF OF Mull CLIP TO FORM A •U•- CHANNEL AND INSTALL AS SKOP& FOR 1 MULL ': ---1 1- - MULL = P.C.T. IwuafON 2 M1AT. _KE i FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF ANCHORS FOR MULL-TO-CLIP 15 THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP -TO-- OPENING, 2. REFERENCE TEST ,REPORT FTL -2902, 2903 AND 2975 L M:N. 1 _2 - OR a "— IMPORTANT ;• QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL Silk ,4N0 PRESSURE REQ.() FOR YOUR SPECIFIC APPLICATION. /12 FH. S.M.S. • STAGGERED ON 0P'POS7TE SIDES (SO AS NOT TO - WIERFERE MIN £404 oTilR) TYPICAL MILLION TO M(JLL10N IN$7AJ..L44779N WPC A° /12 S.u.S. (17 AU. rASrENERS MVS7 DE DADE COUNTY I APOROW.D. SEE more /I r 2" OR 4 -- j TYPICAL MULLION TO STRUCTURE WITH WOOD RUCK TYPE „9•. 112 F.R. SIA.S. SL4CCEM ON OPPOSITE SJOES (SO AS NOT TO ,H ERFERE y,TN CACI( OPNER) SEE NOTE /1 112 WOOD $r w ( MW. a• PEN>:TRArf0H M000 DuCK. ALL FAS7ETFRS MUST BE CADt; COUNTY AP OYED. SEE NOTE jf i Robert L Q sic, .E• P.E. #39712 strummi r TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVE!? FROM CONC. TYPE "C" /17 ; . N, S.41_S. SrACCE7?ED u DPP slrc STOiI M(N, i � AS i or TO IN TERFE 1 RE *Mt r ` EACH DINER) 2 lr' ® ; , sEtr JvDIe /r 1 M IN. r 2 . OR 4"-- r _2 - OR 4 TYPICAL MULLION TO "TRUCTURE WITH WOOD BUCK A340 COW_ TYP Rend 8 Y Dare- P.J.P. C? Ad By: Data: Dols: 4 /28/00 Revrskons: Desctfptan: INDUSTRIES CLIP & INSTALLATION DETAIL L� " STD. WALL MULLION Sheet j ora.in Nc. 2 a 5 I 6620 1070 TECFTM71 DRIVE P.O. BOX 1529 �� Scat.. NOKOtrrS. FL J4275 NOKOars. R ,14274 MULLS ) NTS /12 F.N. S.M.S STAccEREO ON OPPOSITE ROCS (50 AS NOT TO INTERFERE mTN EACH DINER) sfr NOTE / 1 MW. 4 TAPOON (246/) • • . MIN, r PENCRATION INTO CONCRE7E OR BLOCK • BTRUCRJRE. AU. FASTENERS MUST BC 040E COUNTY APPROVED. SEE NOTE /1 MW. A. rAPCON (2461) Mw, f} PE■ETRArfotr svro OONCPF1E GR #LOCK srRtcrJRe. ALL FASrrJVERS MUST BE aux cower APPROVED. SEE NOTE If • e APPROVED A$,;,CUUPLYI. 4 'MTH T1 $0'J r :CM04 BUI.D!UG cam ; 1 1,. BY PRO r T TROI. OMStCN BUIL MPG CCD CCUPLUANCE CFFrCE ACCEPTANCE Np 41/0 O 9 f 2 .435- Rim 1. 0 H • m r z 0 A w m I lfl 8 CLIP LENGTH CHART FOR I x MULL MULL SIZE 1 x 2 x i I x 4 x !rg IMPOR1 AN i : QUANTITY OF • ANCHORS SHOWN ARE FOR A PICTGRAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL. SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. - r 0 _____1 7 MAX MW. FROM__�_� ENDS (TYP) ._ I- 4 MAX. —, //1 NOTE R c T. REFERENCE TEST REPORT FTL- 2902,290.; AND 2975 ?/L MIN.— L'A'J 1" MULL. CLIP r " MULL CLIP TWO (Z) ANCHOR LOCATIONS FOUR (4) ANCHOR LOCATIONS EXTRUSION DWI 1099 EXTRUSION OWG 1099 INDUSTRIES_ Rersd BY Q: Drown By. P.J.P. Descria Gan; rRe: w 1 t 1070 TECHNOLOGY URN P.O. BOX 1529 NOKOMIS. 11 x4275 NOKVv►S. R .34274 1" MULL CLIP W /TABS REMOVED TWQ (2J ANCHOR LOCATTQN EXTRUSION OWG AT 1099 1 MULL CUP V /TABS REMOVED TOUR (4) ANCHOR LOCATIONS EXTRUSION DWG ® 1099 ChM 97: 3 4 °etc `4 / / Revisions: STD. WALL MULLION soi�/L/odet• Tinton: [sheer: MULLS N TS 3 a 5 MIN. FROM END (TYP) ._._81 MIN, FROM -1 END (TYP) r KPPAOW_0 COUPtY'r4 WITH tHE WE, TH FI�PI, 4 i t{�tgr 3'v ,. , / }J .t I (Ij(j 4 PRO " "" YTR'1L IV 5IO Bull DINS CODE COd✓4'UANCe OFFICE 11 " MULLION CLIP ANCHOR LOCATION 6620 ayonsimmwo rowing No. Rev 0 W N G7 m N H a w OD 4 8 (TYP) NOTE: I. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 1 x STD.' WALL MULLS MAT'L: 6063- T6 Robert L. Clark, 1 E. RE. 459712 Structural T INDUSTRIES 1 Rand d$ IOotd•. Draws By: P.J.P. PROFILES Tilts, 1070 TECHNOLOGY DRIVE P.D. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 ChYd By rots: Oo1e 4/28/00 Series /Mode: MULLS Rnrisa+3: " STD. WALL MULLION Scold: NTS SMdt: 4 os5 APPROVED AS COMPLYING WITH THE • EOLITH DATE JUI1 ail BY L - d Robe + .OL OWISION BUILDING CCOM COMPLIANCE 0 ICE ACCEPTANCE No 0 0- 0 4 r 2. o S Drawing No. 6520 Res. N P1 r 0 CO CD tD 8 9x2x.125 2 Anchors 50 I 60 421 129 115 : 107 L104 103 103 i 103 48' 83 ! 73 67 1 63 61 61 1 61 61 50.6251 70 61 55 1 52 50 49 _1 49 . 49 54 57 1 49 44 I 41 39 38 38 I 38 60 41 1 35 1 31 1 29 27 26 25 25 _ 63 35 r 30 ' 27 24 23 22 21 20 i 66 30 ! 26 1 23 . 1 21 19 18 18 17 7 2 L _ 23 20 17 16 _.._..__ 76 20 17 I— i 15 ! - 78 18 15 1 •- • 84 _ ; 1 90 96 _108 111 __ 144' lx4x.125 4 Anchors 50 60 72 142 1 76 78 j 84 90 _96 108 111 120 111 88 72 59 41 38 1 44 17 60 50 35 32 70 '. 80 90 100 1 110 70 1 80 I, 42' 170 170 170 1701 _ 48 170 170 ; 170 1701 50.625 1 70 1_170 i 170 170 54 170 170 170 170 I. 6Q X170 : 170 ! 157 143 63 170 160 1 141 j 128 66 170 145 1 127 115 120 1 105 95 102 90 81 94 83 74 75 65 59 53 47 43 38 30 27 28 24 OPENING WIDTH IN INCHES VD OPENING WIDTH IN INCHES 170 1 170 170 170 I 170 170 170 1 170 1 170 162 r 158 1 157 134 127 124 119 1 112 108 43 1 39 1 37 35 32 1 30 24 ! 22 1 20 22 1 20 19 120T 130 f160 103 103 103 61 61 49 49 38 38 25 25 20 20 17 17 90 1 100 • 110 120 • 130 ! 160 170 1 170 106 1 100 i 96 93 I 92 87 1 81 1 77 74 i 72 74 69 65 63 ! 61 170 ! 170 170 170 1 170 170 157 ! 157 157 122 _ 122 122 106 ! 106 106 68 1 63 I 60 57 55 53 ! 49 I 46 44 1 42 170 92 71 59 53 40 35 1 33 31 28 1 27 ! 24 19 18 , 16 17 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. C 2- 1 / /1 3. REFERENCE TEST REPORT FTL---2902, 2903 AND 2975 Robe>E #39 ar2,P.E. P.E. #39712 Structural INDUSTRIES Vertical Mull I__,_Opening_j W;dth Horizontal Mull 11 Opening Width I I Mull — Length Multiple Mulled Units \Opening Width Mull Length Drown Dy: P.J.P. mce 4/28/00 Mull Length • Description: PRESSURE CHARTS 1" STD. WALL MULLION Se,i.s - stole Sb.eC 1077 TECHNOLOGY DRIYE P.O: 90X 1529 NOXQMt$ ft 34275 NOKQMs FL 34274 MULLS NTS 5 .t 5 APPROVED AS COMPLYING MATH THE �a� I I g GE 8Y SOUTH F�Q(�FQA i ll V l 7 PRO' - SU1LOING CODE COMPLIANCE ONCE AC cMAN E .. aO - Ocl t . off• Drawing No. 6620• Her. d —1 P1 r 2 0 • P' AD1 I9EMS ALL 14A IL TO P. n DON 304 I MtArI S I . FLORIDA • •vJuTitIG TOP. Citjit ?.41/041 117.., FLORIDA BITYk..113 C.-LOSING STAIDs4EN.I It • Weal!, 'r AMV 4”tilf:Y aPPTIOvZ T S4 a tfls Recorolir,g___Erint_11. 0- n.E1 ed___ Title lneurance _ Escrow or Clotsi.no Fe . 51.344 _ State Docurnenfory StarnpF on - State Documentary Stamp .Jil r.eed - ti - Federal Rever,w1 Stomps on (...) Intangible Tr..LY on M . _ - Survey__. !i- Conirnisaion First Iviorigage .. 1! t, 1: 1! Proration cl insurance Insurance, Fire $ Insuranc% Wind 5 4JL01.1W1 IIELTSSANY czia_ - t 1 Proration • .J.BnuarT. _ q50.0 4.4c 3t;On :Loy ,t7 Uh...1.tmen L ._ _rad ICIlti9 Finale," .. Da r•ct..1:4_ o taaa _ Lot _. - .25 H;ocr _ By . elf=7■FrT3e "avd." Pt ;Wig , cr ■■•• 7.■ rnoi.7.1;; '6'3 " AD AIXT.T Tmo COMt.' . . AOSUMIS6i No (JAW! 11 Y rup 1 FiERE Tr_INT; DEDITS — - 1 • t ti.atiCai .11.1 s. _ • _ .t 2. - Purchase Price Proceeds ul Loan _ _ _ - --- 1 Abstvicting 4 • 1 - • ti 2 ---- • - _)4 TOLgPosec4r. porg Taxos, County ( Cain.', i 9 . I' Tax, City, lg - ..------ - • Taxes. County and Drainage, 19 ...0.0d _ .4845 rd. 4i il. • • •.. .1 1 - Taxes, City, 19 -4_ -____ _ ___. . _.__ .5.1, 5 8.. -Ed.., s 'i :I Pror of Taxor. _il.....5f.), .. t.L)._ _I c ._ .. - it _ : - 5L) il fr a I I 2 51.412a___.. _ 2 t13. 11 " MIAMI BEACH AP''TRACT AND TITLE COMPANY toe Federal Bulk ling . till BEACH, FLOPIIDA ALBERT L • NEU: 0 Subdivis 1 A ; • A V 'zed Charr for water, tents, gas, cicctiicity, ta;,es 017 pctsonal property, license or ga &age taxes not ndju.sted. No liability is mistimed for these items. Purths2 Price 1.IJO 00 Ina:ratite Adjustment 19 City Taxes (Adjusted): Real $ . .. ; Pcrconal $ 19 County Taxes (Adjusted): Real $ ; Personal $ Total Amount Due Credits to Purchn. Amount Paid Down . .............. ........ . . ... $ . ... First Mortgage Interest From To Second Mortgage Interest From To City Taxes: Real $ ; Personal $ County Taves: Real $ ; Personal $ Proration of Current Year's Taxes on Above Basis to No tax _prorhti on Balance Du& Illibrsernents: Recording Deed $ 2 ,, 00 ; Mortgage $ 2 . 0 3 Documeiatary Stamps: State $ Federal $ Abstracting 12... (10..._ Title Insurance. Escrow Pet.. 12 Survey C.onunission. Municipal Liana_ . . ....... ... ...... City Taxes: Real $ 19...._.... County Taxes: Real l'crsonal PIJRCHA CLOSING STATEMENT ; Persemlel 3 PEONE: tLS-71184 Dare. PcP.tt.mUfar. :/:,....1c2•5 5 .".`• • N"',1",' • ni -Trg 3. 3 C)' ,.. * 0 0 3 8 $ 2,6_ 1 12 er=sampeo nagasseac - avena - srewowsamiat41-71110,CISONII . Less de poin 9-1;15 O— r have send ths foregoing statement and hereby approve rkyr sarr--a. BALAFCE DUE 0 se cs0 CC. .:LAND, THERREL & BAb cN Attorneys at Law Miami Beach First National Bank Building MIAMI BEACH, FLORIDA Date tTanwxy vs... 50 PURCHASER'S CLOSING STATEMENT gg � p q� � t S i ( r. R P c:,:t,`.:. , fx [13 �-' ..i LA i.Crl to ' i�' � T11PY v' A " `'1:}tiDiAF. .ei .. ... n v o.. 1 s. Lot 213 Block Subdivision 'r a.:1.. .. y Vicu...Lr-etien. Charges for water, rents, gas, electricity, taxes on personal property, license or garbage taxes not adjusted. No liability is assumed for these items. Purchase Price $ 2 61i0 .00 Proceeds of Loan $ Deposit for Expenses $ Insurance Adjustment A $ 19 City Taxes (Adjusted) : Real $ ; Personal $ $ 19 County Taxes (Adjusted) : Real $ ; Personal $ $ $ Total Amount Due Credits to Purchaser: Amount Paid Down $ 10.00 First Mortage $ Interest From To $ Second Mortgage $ Interest From To 19 City Taxes: Real $ 51656 ; Personal $ 19.4 County Taxes: Real $+ ; Personal $ Proration of Current Year's Taxes on Above Basis to Janiw $ 6 .3 0 $ $ 5 -5341 PHONES: 5 -5343 5 -5344 $ $ i6w,P Balance Due $ 2$03..70 Disbursements: Recording Deed $ 140 ; Mortgage $ $ 1 •7 $ Documentary Stamps: State • $ Federal $ $ Abstracting $ 12.00 Title Insurance $ Survey $ Commission $ Municipal Liens $ 19 City Taxes: Real $ ; Personal $ $ 19 County Taxes: Real $ ; Personal $ $ t $ $ 2,7..44 Received chuck of Stanley F. l.bit nan drain on The Mei Death It Rational I have read the foregoing statement and hereby approve the same.Bank in tho 'amount. of .2,617.10 for tho nurgso of cloning this rr maction. (BUY ,ililt1' ' ''LA:,I, 6: Mr. Stanley F. Whitman September 9, 1955 EDWARD R. COPELAND (1879 -1952) CATCHINGS THERREL FRED R. BAISDEN ROBERT A. PETERSON EUGENE WILLIAMS WALTER E. GODBOLD RONALD Y. STILLMAN FRED R. STANTON WILLIAM ARCHIE BROWN Mr. Stanley F. Whitman 9700 Collins Avenue Bal Harbour Miami Beach, Florida COPY IN ACCOUNT A7TN COPELAND, THERREL & BAISDEN ATTORNEYS -AT -LAW W AM MACH nu m NATIONAL DAM BUILDING P. O. Box 558 MIAMI BEACH 39. FLORIDA To: Legal services rendered in connection with examination of title and purchase of the West 10' of Lot 22 of Miami Shores Bay View, by Stanley F. Whitman and Dorothy S. Whitman, his wife, from Albert L. Nelson $25. 00 LAW OFFICES COPELAND, TI EMITEL, BAISDEN SC PETERSON MIAMI BEACII FIRST NATIONAL BANK BUILDING MIAMI BEACH June 10, 1957 Re: Purchase by you and Mrs. Whitman of West 10' of Lot 22 of Miami Shores Bay View from Albert L. Nelson ADDRESS REPLY TO P. O. BOX 558 MIAMI BEACH 39 Mr. Stanley F. Whitman 1 ebruary 3, 1950 Mrs. Dorothy S. Whitman To: Fee for legal services rendered in connection with the purchase of Lot 24 of Miami Shores Bay View, in Dade County, Florida, by you from Edward C. Bleich and Alma. L. Bleich, his wife $35. 00 MIAMI BEACH AP1 AND TITLE COMPANY .4ae Federal Bzdildtra PONE: r4-7324 i n BEACH. FLORIDA ALPERIL L. NELSON Block_ Purclia., Price last:tame Adjustment COPY DI ACCOUNT WITII COPELAND, THERREL Sz. BAISDEN ATTORNEYS-AT-LAW MIAMI BEACH MST NATIONAL SAM BLRUNNO P. 0. Box 558 MIAMI BEACH 39, FLORIDA PURCHA5FiR'S CLOSING STATEMENT to . . it . Subdi vision I ..: F r l."`t;C:r17" ... f.1 .... If" J 3: 3 F A VTE:i • 1:1, ■_; d Charces for water, rents, gas, ciectticity, takes on pcisonal property, liccnsc or gtirbagc taxes not adjusted. No liability is aRsurned for these items. COPY Mr. Stanley F. Whitman February 3, 1950 Mrs. Dorothy S. Whitman IN ACCOUNT WITH COPELAND, THERREL & BAISDEN ATTORNEYS -AT -LAW MIAMI BQACH YIRIT NATIONAL RANK DUO.DINO Y. O. Box 558 MIAMI BEACH 39. FLORIDA To: Fee for legal services rendered in connection with purchase of Lot 23 of Miami Shores Bay View, in Dade County, Florida, b.,y you from E. A. Findlay and Kate Findlay his wife $35. 00 CL. BLAND, THERREL & BAISLicN Attorneys at Law Miami Beach First National Bank Building MIAMI BEACH, FLORIDA 5 -5341 PHONES:{ 5 -5342 5 -5343 5 -5344 Date Jrinaw-417 23n1. � PURCHASER'S CLOSING STATEMENT � q� o }�� *1�� .1711. ( J* t c•MRYT1 •.U' t� ifMnr....t�4P.l1 :1,9141.1 to ill��::.f F 1 111,:t.= !:77M \� .. I . .* taws Mh.�Iws Lot a Block Subdivision ". 7..9...Sh ... nay Iticea...raIxticn. Charges for water, rents, gas, electricity, taxes on personal property, license or garbage taxes not adjusted. No Liability is assumed for these items. Purchase Price $ 2.360.00 Proceeds of Loan $ Deposit for Expenses $ Insurance Adjustment $ • EDWARD R. COPELAND (1979 -1952) CATCHINGS THERREL FRED R. BAISDEN ROBERT A. PETERSON EUGENE WILLIAMS WALTER E.GODBOLD RONALD Y. STILLMAN FRED R. STANTON WILLIAM ARCHIE BROWN Mr. Stanley F. Whitman 9700 Collins Avenue Bal Harbour Miami Beach, Florida Dear Stanley: In accordance with your request, we enclose herewith photostatic copy of purchasers' closing statement prepared by Miami Beach Abstract and Title Company and our statement for services rendered in the amount of $25.00, with regard to the above described transaction. CT:bla Enc. LAW OFFICES COPELAND, TILERREL, BAISDEN & PETERSON MIAMI BEACH FIRST NATIONAL BANE BUILDING Re: Purchase by you and Mrs. Whitman of West 10' of Lot 22 of Miami Shores Bay View from Albert L. Nelson Sincerely yours, COPELAND, THERREL, BAISDEN & PETERSON By MIAMI BEACH June 10, 1957 Gatchings T rrel ADDRESS REPLY TO P. O. BOX 558 MIAMI BEACH 39 I r WINDOW HEIGHT r o 1 1 0 , 0 0 U 0 1-- . I WINDOW HEIGHT 0 , 0 0 L°J I 1 WINDOW HEIGHT r I o 0 0 0 L°J m O N 0 03 3/8 MASONRY OPEN'G 44 1/4 WINDOW WIDTH m m A ELEVATION 2 - REQUIRED 3/8 1 MASONRY OPEN'G 36 1/2 WINDOW WIDTH ( 1. 3 37 45 3/8 O p ELEVATION 2 - REQUIRED 3/8 m IA m m 03 Z W a 0 tY Z 0 In In m m 3/8 3/8 ELEVATION 45 MASONRY OPEN'G 44 1/4 WINDOW WIDTH 37 O ELEVATION 3 - REQUIRED MASONRY OPEN'G 36 1/2 WINDOW WIDTH 3/8 REQUIRED 3/8 37 3/4 m m 1 3/8 MASONRY OPEN'G 37 WINDOW WIDTH m m O ELEVATION 2 - REQUIRED m m 3/8 25 W.W. 3/8 3/8 Enr naal: SI ANG ZHAO STRUCTURE FLA. PE# 5 0 ELEVATION 2 - REQUIRED ORA eY: LO VALO<B •N[R NUM CG -2 OF 4 MASONRY OPENING WINDOW HEIGHT WINDOW HEIGHT WINDOW HEIGHT I ` 1 WINDOW HEIGHT 1 O 1 0 o [n N Z w a 0 re Z D w N 1 3/8 MASONRY OPEN'G 43 1/4 WINDOW WIDTH r'3 44 nG ELEVATION 1 - REQUIRED 90 0 ELEVATION 1 - REQUIRED 3/B 1 3/B MASONRY OPENING 89 1/4 WINDOW WIDTH TOTAL UNIT WIDTH 44 5/8 44 5/B WINDOW WIDTH 0 0 a 3/8 I3 w 17 3/8 O H ELEVATION 1 - REQUIRED O ELEVATION MASONRY OPEN'G WINDOW WIDTH 73 3/4 44 44 1/2 0 Z Z W a 0 M Z 0 to f 3/B 1 MASONRY OPENING 73 36 1/2 TOTAL UNIT WIDTH 36 1/2 WINDOW WIDTH WINDOW WIDTH 0 0 a 1 0 -REQUIRED 3/8 3/8 Fng :near: S1FANG ZHAO STRUCTU FLA. PE 3 0685 A eD vALoco a n: Ow9 7.O 1 •NI T NUMB= C G -3 OF 4 MASONRY OPENING WINDOW HEIGHT 44 03 17, 0 0 Dff1::1- 4 . • 0 • • • 'e • • 4. A : 051111•1•1111WE JONI 1 4. ".41 11C1 111. 1111111....— 4 ' • 4 4 a 4 . 4. . .. . . • • 4 4 4 . . 4 . • • 4 V . . . . ' 4. . 4 • '---. . 1 44 .;,iAfteti 4 140 • i /1' ; ii: A1.4) : S ECTI (3 i'i 1-:.°.5: "' "1-114:-::/4 . • . .1 • 0 fApGtirlti / • ; 'ic 4, • 6,"omi a. . 4. 4. •-410014. 3/8 SECTION P.G.T. SERIES SH-701 IMPACT SINGLE HUNG WINDOW IN WHITE ALUMINUM FRAME IN 1/1 COLONIAL STYLE WITH 5/16 CLEAR LAMINATED IMPACT GLASS N.O.A. 96-0223.01 2-7 WINDOW WIDTH MO CM= =1:1 QS CCM CIZEM 022 1:11.1 .11=7 SCE MASONRY OPENING SECTION 1 X 4 MULLION N.O.A. 00-0912.05 / VC1;k- WINDOW WIDTH 0 tflij P. I I F 11 III SECTION 3/8 WINDOW WIDTH 4 . a • • . E7.nszr: SIFANG ZHAO STRUCTIP Fua. PE 0685 EilGETAti..C) qe, •MICR NUMUt Id Id w W • w W j rt < X a) I:• t”, I c [ .o w tO W ZW 1 —0 Z n) < < •• 1••• N C G-4 OF 4 9 DRAWN BY: 60 VALDES! (BAOTEM-;7-0 ELECTRICAL 'I' 'PE Minimum Fee QTY. TYPE Dryer QTY. TYPE, Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercont1TTeleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New, MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE. Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility • Sewer Discharge Well Ice Maker Pump, Sump Utility - Water (Dishwasher Indirect Wastes Relay Repair Vacuum Pump (Disposal interceptor Roof Inlet Water Closet Domestic We Laundry 'fray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New, Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, (French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ _Or) $ REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ( sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Rest,iurants) ❑ CONTRACTOR REGIiTRATION (On File) PERMIT FEES TOTAL ISSUING OFFICIAL DATE: Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.m