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WINDOW PERMITEstimated Total cost of improvements $ Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said buil be sent to The undersigned applicant for this building pennit does he of labor under the Florida Workmen's Compensation Act, bei and has complied with the provisions thereof, and will re uire in the work to be performed under this permit; and will Cost or notices as are required by the Act. The u ersigned a ees t permit, as are licensed by Miami Shore Vi l age. Remarks STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned au peared Building Inspector Chairman Member Member Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Owner's Name and Address._... -._.1? ' ? . / ; �{' tdiv Street_ : Registered Architect and /or Engineer Location and legal description of lot to be built on: Lot- Block Subdivision Street and Number where work is to be done Name and address of licensed contractor.___ a notary public, duly g. All notices k_ 4 State work to be one and purpose of buildin (by floors)... - ►t �� )- � � ' - =•• �, ••- and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Amount of Permit $ .Plan Cubage Size of Building Lot__ eby certify t g Section 5 similar r caus emp j to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Disapproved Date (Signed) Read, Sworn to and Subscribed before me. PLANNING BOARD DATE 7 19 - v io, #t bu i ld ing and its construction may ■ de wed cepts his obligations as an employer Ile neral Laws of Florida, Pernanent Supplement, Laws of Florida, Permanent Sup)pleinent, om all contractors or sub - contractors employed by him for ins Oetion on the site of the work such public notice subcentractprs, on work to be performed under this orized to administer oaths and take acknowledgments, personally ap- Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 1 D a t e W °16 °0/ J o b A d d r e s s / 33 1" e q • Tax Folio 1 1 3. ®(o D 1 3 3 3 a-o BIN.. Legal Description S( ,� • / ,4 i n i (8 Historically Designated: Yes No #1 i a wu .. Y gn Owner/Lessee / Tenant £d w r n L. Dpf1L Master Permit # 9,9 9 3 , S' Owner's Address ) 33 A) G q 1 s- Phone 3b5) 75 to • 8 41.. Seers Siding & Windows Contracting Co- PO B ox V.22.'.1. J Address 95 8 l " Longwoc Fl. ::a' 'e? -;6?; W Qualifier �Faitt< W i 3 vi 1 s 1�- SS# & Phone 5 - l G, - 359 $ State # Municipal # Competency # C. D3q 141 Ins. Co. Architect/Engineer ^ I Address Bonding Company ! v Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION C5) e•op I a c. rvt een.4 Ls) et d n W S 0 3 3h Square Ft. S uMc . 21 $ trJ i vcto w$ t Estimated Cost (value) /. tY/t Oh Signature of o\er and/o do President Date Not. as Owner and/or Condo Pres nt Date 8/0/0 My Commission Expires: goo Y Te$ a. )„ aS�a; ) gti, S ; 1; y1 A iCt `el a "�` �.11�i� °O mo >ii oo °� APACFndU •�.�eilkie� Matti, •e..,, ouocaoo SVAIDo 1 0 7 o c YJ FEES: PERMIT / RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE APPROVED: Zoning Building Mechanical Plumbing My Commission Expires: Signature o Contractor or Owner - Builder $, C.C.F. NOTARY Electrical BOND WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. v i Date . �� C /. C�c..t /� 0/ i 0/0 I Not • . / o Contractor or Owner - Builde / ' !! Date Co., Inc. TOTAL DUE / Engineering z..;, ThIs Instrument Prepared by: Name: SEARS SIDING & WINDOWS o; P.O. Box 522290 I `. Longwood, FL 32752 -2290 1-407- 787 -8011 NOTICE OF COMMENCEMENT Q State: County: Dade. 1 R THE UNDERSIGNED hereby gives notice that improvement will 4] be made to certain teal property, and in accordance with r} Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. (1; r1 1. Description of property: (legal description of 113,204 0 ( 333 z o property, and street address if available) ►+�l A,r, rHoa(S _fFc l AMA (8 /0 - ?o E %t. or 107 rd' t it I9 relock -AY 133 oIJE 41 .. 2. General description of improvements: 2Qt,tQ 4. 1 44 ' '1 oDv~w 3. Owner information a. Name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor (name & address) SEARS SIDING & WINDOWS P.O. BOX 522290, LONGWOOD, FL 32752 -2290 1-407- 767 -8011 NA 5. Surety a. Name and address: h. Amount of bond $ 6. Lender. (name & address) NA w Lopez- 133 toe R I s +. d Lon. e4 I't 1 A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7 a • - . a Statutes: (name and address) NA 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) ABOVE NAMED CONTRACTOR 9. Expiration date of Notice of Commencement (the Torgti8ru tris61 mgrf4114K08W of recording a different date is specifed) y of the / day of � , A 20 nl (Signature of Owner WITNESS my han. and Official Seal. D�� y f HARVEY RUVIN, . ' ,pCf/ rcuitand County Courts DA 11 Drivers License #: � a B �� D.C. Owner's Name: EvW for f` Z Owner's Address: I � � j Nt < 1�ir ✓7 ` /0 I hi , J X off) 1- 3313 STATE OF FLORIDA COUNTY OF ii NUN All information must be typed or printed legibly to comply with recording requirements. s JUNN BELGARD CON MISSION # CC 677807 FXPIDFS SEP , 200 e BONDED THRU 10 .r,,. RONDING CO,, INC. irba-owri 1 HEREBY CENT that this fs a fru original filed in t is office on The foregoing instrument was acknowledged before me this l / o t b who is personally known to me or who has produced D. L•' as identification and who did (did not) take an oath. (Signature of person taking acknowledgement) (Name of officer taking acknowledgement - typed, printed or stamped) (Title or rank) (Serial number, if any) 0 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing 1889 NW 22nd Street Pampano Beach, FL 33069 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 0.050" Aluminum Storm Panel Shutter 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 -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO 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- 1110.03 Expires:03 /13/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 05 /20/1999 Internet mail address: postmaster ®buildingcodeonline.com CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 11IAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING I.10 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Officc Ilomepage: http : / /www.buildingcodeonline.com ; Madden Manufacturing Co. ACCEPTANCE No.: 98- 1110.03 APPROVED . MAY 2 0 1999 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS March 13. 2003 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.02, which was issued on March 13, 1997. It approves an Aluminum Storm Panel Shutter, 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 This Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -110, titled "0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #6 dated March 4, 1999, sheets 1 through 8 of 8, 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. Helmy A. kar, P.E. - Product Control Examiner Product Control Division 2 of 3 Madden Manufacturing Co. ACCEPTANCE No.: 98- 1110.03 - APPROVED : MAY 2 0 1999 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS March 13, 2003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and tht original submitted documents, including test - supporting data, engineering documents, are no older than eigh (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and tht following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in tht 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 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 ile Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of LABEL .537 , LOCATION 1.0312 -- • 800 1.50 1 .090 - ITYPI -� -- ALT. LEG • 2.000 - DIRECTION - GENERAL NOTES, "E" TRACK =.317 "• 469 SCALE 1/ . 0• -I POMPANO BEACH. R. DADE QTY PRODUCT 1PP REINED 1.2500 1.125" 12.00' COVERAGE 15.269 O STORM PANEL SCALE' 1 /L - 0• -1 .090 - o^: (TYP) 2.015 ,188 - „313 L69 7a "P' TRACK O WINGNUT SCALE 116" . 0•-1 SCALE . HALF SIZE - 563 (20 GA. GALV. STEEL OR 0.000 ALUMI KEYHOLE 1 WASHER SCALE • HALF SIZE 1. 7N15 STORM PANEL SHUTTER SYSTEM I5 DESIGNED ANO TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1991. EDITION. 2. POSITIVE AND NCOATIVE O(SIGN PRESSURE CALCULATIONS SHALL 8C PERFORMED POR SPECIFIC JOBS IN ACCORDANCE %ITT ASCE 7 -88 - M"6MUM OCSIGN LOAOS FOR BUILCNGS ANO OTHER STRUCTURES. TABLES SHALL BE REFERENCED AT APPROPRIATE Of51GN LOAOS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12' OP ONE END OF THE PANEL WITH A 911N. OF ONE HARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS, L. PANELS HAVE BEEN TESTED N ACCORDANCE .*ITT THE OAOE COUNTY 93010(Ol5 PA 201. PA 202. AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTC( TEST REPORT NP. 96 -016. 5. STORM PANELS SMALL BE 5032 ■1432 ALUMINUM ALLCY, 0.050' THICKNESS. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 V.O.N. 0. ALL SCREWS AN0 601.75 70 31 2026.11. ALUMNUN ALLOY, STAINLESS STEEL, OR CIAO, 6NIZEC STEEL WITH A 33 K51 MNFIUM YIELD STRENGTH FOR INSTALLATIONS 30 PT. OR LESS ABOVE GRADE. AN OPTIONAL r x Y x is GAGE STEEL BAR MAY BE USED TO CONTROL 0(010(TION OP STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104 OR LESS. ANO THAT THE SEPARATION FROM THE GLASS IS 2 OR MORE BUT 1130 THAN 3 -3/6 - . STEEL BAR MAY BE USED FASTENED AT PANEL Ow:FLAPS. AT 0105PAN, w/ 1/6-28 • 1. I30-TS *0(60(1 CAST ALUM/RR/MASTERED WNOMITT5. SEE MINNUM PANEL SEPARATION FROM GLASS SCHEDULE, PAGE E OF 3, FOR REDUCED SEPARATIONS. 0. TOP AND BOTTOM DETAILS MAY BE IN ERCHANQEO AS FIELO CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED NT/ STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SMALL VERFY THE ADEQUACY OP THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND 70 VERIFY ALL DIMENSIONS AT TIE JOB SITE BEFORE COMMENCING WITH TN! WORK. 10. ANCHORS SMALL BE NSTA1.LL0 N ACCORDANCE WITH MANUFACTURER'S RECOM.IENOATIONS. EMBEDMENT LENGTHS SMALL BE AS NOTED ANC 00 NOT 71CL.UDE STUCCO OR OTHER FINISHES. H. AT LEAST owe WARPEN6 NOTE 'ER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCA11004 ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM AOVI5NG THE HOME OWNER OR TENANT THAT 'STORM PANELS WIJ. NOT OPFER HURRICANE PROTECTION UNLESS STEEL TUBE 5 BOLTS ARE PROPERLY INSTALLED w1EN NEEDED 03/09/99 15:20 18 GAGE GALV. STEEL GRACIE C - STEEL BAR SCALE - HALE SIZE ev 1 /L M4X. 077 077' 063' L� 1 /4' MAX. • 2.366 • E XIST S TRUCTU RE •R 250 077 "h" HEADER SCALE' 1/1. = 0' -1 w(01H UNLIMTED (9009 TO PANEL SPAN' TYP. SECTIONS TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLA TANS SEE TABLE 2. PAGE 3 OP B. FOR REQUIRED MIN PANEL SEPARATION PROM GLASS. -�I OPTIONAL L exlsr:Hc STRUCT'.RE WALL MOUNT © TRAP MOUNT SCALE: 1. • I' -0 2.063 O "U" HEADER SCALE 1/4 a 0' -1 - TOP MOUNT • 6 :.7. 1.. PLAN VIEW 11) OPTIONAL STEEL - BAR ON OUTSIDE OP PANELS - SEE NOTE 7 --' UOTTOM MOUNT 1. (77., -0 OPTIONAL EXISTING STRUCTURE -.•■ TYPICAL CLOSURE DETAILS (PLAN) - 1/4_20 M4(MNE SCREW s-uo o ° � 25 ITYPI 5.00' MAX. SECTION K FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 3 OF 8. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 1/7" MIN. . OVERLAP H ALUM. ANGLE CLOSURE PIECE: 1' x 2 • 12S" MIA TO 2' • 5' • 125" MAX. - V• O FACE MOUNT .125 (TYP) WICT• UNLIMITED (PERP. 70 PANEL SPAN/ DIRECT MOUNT ELEVATION PASTENER 72' O.C. SEE ANCHOR SCHEDULE FOR A147 ACCEPTABLE ANCHOR 0 OPTIONAL - - - © TRAP MOUNT 4a STUDDED ANGLE SCALE : 1 /L P O' -Y ANGLE 606-16 TYPICAL 6063 -16 POR DETAIL 'T' SCALE 1/6'• . 0' -1 0 1 H 1 1J MA�t - - - PLAN VIEW -0 OPTIONAL L SEE NOTE 7 - I -•iT OPTIONAL STEEL BAR - ON OUT510E OF PANELS SEE NOTE 7 p OPTIONAL - ~ - � I- 093' TYP v -. 1 /-.20 MACMNC SCRE STUO n o' 81s. PLAN VIEW • -•I 2.00 STUDDED ANGLE SCALE . 1/4 . r 3.00' IMAX.1 ANGLE .091' TYP. SCALE 1/4 - 0•-1 SEE STORM PANEL SPA" SCHEDULE FOR MAX. PANEL SPANS (VERTICAL CR HORIZONTAL: 111 OPTIONAL STEEL BAR ON OUT5(00 or PANELS SEE NOTE 7 -, r. HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE •A6LE 2. PAGE 6 OF 8. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 04.175 OE FP" IV 111 INSID0 ▪ EX1571NG • STRUCTURE / --- - - - --r AIJ. TYPICAL BAR ATTACHMENT :. •PR0FE5 : 1 e E1n - NOI 1 •'BF�' (USE ONLY WHEN IMPROVED DEFLECTION REQUREO r • p � f4" . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT' E� L • _ 19 BY PRODUCT CON AOL O1V:S,0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1110 -n3 500 MOUNT Z. 6• 7.,OR DIRECT MOUNT (7101- O U 2 }�- CO t, o • NUN 3 z Z 00 2 231 w Ta D 2 0. 2 drawn by AS N0 MC 8•594 by 1b ..... • aY ,T ,K arw m9 96 -110 06!22/96. or II GLASS OR 000* FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYFE r — EXISTING CONCRETE. '� $p.0W MOM. Ca 6+0012 plumed Plumed ISLE ANC)IOR =MOMS BASED ON TYPE or sTRUCTURE 1/ / SEE MM. SEPARATION FROM GLASS $OItD. GLASS OR DOOR ; /r: EXISTING COMOSITIL HOLLOW BL001. OR *000 ' PRAIMB qQ AMMO)) OP�STRUCTU ON TYfe 4 — PASTQ/p1. SEE ANDREA 301W(LL REFERENCE CONNECTION •TYPE2- O (TYP. TOP 1 BOTTOM) EM. ED ITYP.) / • EXISTING COMMITS, I MOu.oW atom. al wore : // / FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) f ' 0/ / ©CONT. EXISTING CONCRETE, HOLLOW 84.001. OR *000 PRAD0*0 !SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) r (w,u —Q CONT. ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL E WALL MOUNT SECTION SCALE : 3 a 1 mow GLASS SCHES FASTENER. SEE ANCHOR SCHEDULE. RIPCREKE CONNECT/ON •TYPE / r I — 1/4 -20 /LOAN! BOLT L WINGNNUT O 12 O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104 ANO • 6 0.C. FOR PANEL LENGTHS GREATER THAN 104'. - RLL T!x SCREWS OR 1/4 110LT AND NUT • 12 0.G , STAGGERED (TYP. TOP ANO BOTTOM) r— ® CONT. v 4-2I MACMNE BOLT s WBNEINUT • (2 0.C. POI PANEL LENGTHS LESS TL4N OR EQUAL TO 166- AIO • 6 0.c FON NANO. LENGTHS GREATER TICAN 704 - . FASTENER. SCIAMEIO* SOCEDU L REPEOKE (/ C0Iu CTI0I IMO . LON CLOSURE R!Q'O. (218 rum vier) ® BUILD -OUT MOUNT SECT1ON KALE , 3 . T - 0 - • 7/ MAX. 1 / 4 - MAX. 0 . 0. GLASS OR DOOR SCE MK SEPARATION FROM GLASS SCHEO. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE / CONNECTION •TTVE 1• —J PALTER/St SR AMON)R 504E01LE BASED OM TYPE CONNECTION "TYPE? — GLASS OR 000R — SEE 01)16 SEPARATION PROM GLASS 304E0. WOOD PRANING — —_ � Q6 CONT. ENSED.• � (T WOOD FRAMING ANGLE TO WALL DETAIL n : a: N. JI it 41 4 WOOD CEILING/ INSIDE O MOUNT SECTION SCALE : 3 a 1' -0 l - FASTENER. S!! ANCHOR • SCHEDULE. REFERENCE CONNECTION 'TYPES' }(®C ENT. •1' 1/E.- MAX. O I WALL MOUNT SECTION SCALE 3' . 1 :-® PANEL TO ANGLE DETAIL 1 /4• MAX. V 4.2O MACHINE 80LT i WINGMlT • T2 O.C. Poo PANEL LENGTHS LESS THAN OR EQUAL TO 764 ANO • 4 O.C. FOR PANEL LENGTHS GREATER THAN 104 CHICO. (TY0.) ® CONT. GLASS OR 00al 1/4 -20 MACHINE BOLT L WINONUT • 12 0.C. POR PANEL LENGTHS 1ES5 THAN OR EQUAL TO 104' ANO • 6 0.C. POR PANEL LENGTHS GREATER THAN 104 - . FASTENER. SEE ANCHOR SOICOULE BASED ON TYPE CONNECTION - Type 3- — PAST0aER. SEE ANCHOR ` SCHEDULE BASED ON TYPE \ commune,' •TYPE ? — E6 RE ExrsTa CONCTE. , • • I HOLLOW BLOCX. 2* *000 EDGE MGT. PRAMM0 IS!! AICHOR SCHEDULE BASED ON TYPE OP STRUCTURE! / ' i1- - EDGE D)ST.' 5!! MM. 3N?ARATION PROM GLASS SCMO. 0 CEILING/INSIDE © MOUNT SECTION SCALE : 3 . r -0 114" MAX. EXISTING CONCRETE. HOLLOW BLOCX. OR *000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE GP STRUCTURE! APPROVE AS COMPLYING YRTH THE SOUTH FLORIDA BUILDING CODE DAT R A 0 7 6 7'r br ' R01. PRODUCT DIV":'ON WILDING COLE COMPL.,:;;CE OFFICE ACCCPT"NC 1 NO 9 9- in 0. o 3 m 2 , (t..n MY ' AR POTTI KI MINIM a'I :(cMCfW af YAN • dr.NIAE A. 96 -110 eaglet 2 et I a4/a/,•1 0 SEE MK PANEL SEPARATION PROMO .ASS SOO= 03/09/g9 t 23 WALL MOUNT SECTION (BOTTOM) SCALE : 3 - 1• -0 THREE 1/4 N000 LAO SCREWS w1 2 -1 /4 MRL WIELD. • 24 O.C. MAX. CONT. 4 t .250 - ALUM. PLATE OVER WOOD MEMKRS ® CONT. -V2 i-1/2- % s •14 SILS BETWEEN TRUSSES • 24 O.C. SOFFIT CONNECTION DETAIL O SCALE = r • r-0 - W000 ROOF TRUSS OR FRAMNG MEMBER STUCCO FRESH OR PLYW000 SOFFIT 1/4 MAX. OoSTNO COFKRErE. HOLLOW 5.00(. OR W000 FRAMING IS!E AMOCO SCHEDULE RASED ON TYPE OP STRUCTURE) GLASS OR DOOR FOR 4000 8L000NG USE 1 /4 -• S.S. LAG SCREW W/ 1 -1 /2- PENETRATION INTO v000 SLOCXNO • 12 O.C. FOR ALL TLRES USE 1 /4 S.S. LAG SCREW 54/ 2-1/2 PENETRATION INTO CENTER OP STUDS LOCATED • 24- O.C. MAX. • & ONE 1/4 THEW BOLT v/ ACCESS HOLE r .1 4• a 0.OSS OR ' • 1.OWAY BETWEEN STUDS. r . 4 - • 6.053 ALUM. TWO -I/4 S.S. LAG SCREW • . OR 24 0.C. MAX 4/ I-3/4 PENETRATION . 6 P.7. W000 71(01 OR r 4' O 85.00(606 N CENTER OF STUDS TMs OCTAL MAY INC USED AT TOP OR BOTTOM OF PANELS. NOT& USE OF TH6 OCTAL IS LrETEO TO : 72 PST. SCE M64. SEPARATION FROM GLASS SCNEO. O WALL MOUNT SECTION L WALL MOUNT DETAIL (DIRECT MOUNT) O SCALE : 3' • t'_o .4 - OR Y.6• wr CONT. ALUM. TUBE (6063 -76) 014 SMS • 1 2 - O.C. BETWEEN TRUSSES • 24 O.C. EXISTING CONCRETE. / MOLLO4 BLOCK. OR MOOD FRAMED (SEE ANCHOR PMBED. SCHEDULE BASED ON TYPE TYP.) OP STRUCTURE) SCALE : 3" • V - SPUCE DETAIL FOR SAY WINDOW APPUCATIONS THREE 1/4 - 5 WOOD LAG SCALE : 1 -1/2 . r -0 SCREWS 4/ 2 -1/4- /NH. CMBED. • 24 O.C. MAX PLACE ONE FASTENER THRU HEADER — FASTENER. SEE *MOOR 301EOU1E REFERENCE CONKCTION -Tire r (USE RE71OVARL1 ANOMORS FOR DIRECT MOUNT ONLY • 6 CO TY 0.C.. SUT 00 4402 EXCEED SCHEDULED SPA044 (TYP. TOP L BOTTOtO \ 2 t ^, t ft 1 ACCESS 1105.E (TYP) r '0•: ® CONT. 0 (MAX. OESION LOAD . 56 P.SJ.) © ALT. SOFFIT CONNECTION DETAIL SCALE : r • 1• -O 2 x S . tar ALUM. PLATE 16063 -76) INSIDE EACH SIDE. FASTEN W/ 8 R 12 5542 OR 3/16 POP RIVETS EACH SIDE A3 SHOWN • r D.C. r . 4 ALUM. TUBE W000 ROOF TRUSS OR FRAMING MEMBER S Y /0 ?7 S STUCCO FINISH PLrWDOO SOFFIT 1/4 MAX. 554510. (TY ►.1 / — rxisrma CONCRETE. (01L1.010 85001 00 54000 FRAMES M EE ANCHOR SO DIRE RASED ON TYP! OP STRUCTURE FASTENER. SEE ANCHOR SCMEOULE • INTERIM= Co4NECT10N IWO r 1/4 20 MACHINE BOLT L WNGNUT • 12' O.C. 005 PANEL LEN07Ms LESS THAN OA EQUAL TO 104 ANC • 6 0.C. FOR PANEL LENGTHS GREATER THAN 104 - . SEE MK SEPARATION FRO4 GLASS SCHEDULE NOTE: 7MIS DETAIL MAY BE USED AT TOP OR 0077054 OF PANELS. 2 = d Y t V 7 1 Wlw4 •11 » - < a 00 < , w Zdw CENT. 54000 FRAMING REQWRED `—FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION -NNE]. SOFFIT CONNECTION DETAIL ® SCALE : 3 • 1• -0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT- .4 A • 11'1 BY PRODUCT COR'T1ROL DIV!S'GN BUILDING CODE COMPL';BCE C'FF:C ACCEPTANCE CIO. q i' ( r ) ' o 2, z 4' •"a E' M... • v.). PPOASS)cem T FL)Erc 140. . 0 199 x/22/14■ AB I MO: d• !R 07 44 N FCI. 4T Vac `` V.14 ; ere-5 n. 98-110 64.41 3 of 4 S O U •PASS THRU• DETAIL SCALE : 3 . r -r 03]69/99 1 24 • ;Ass - oR �I ALUI STUD ANGLE <; I (.1 � X! •I 1� <I I MAX. MATERIAL LC ` - 1/ T MAX. TILE 3/4 PLYWOOD r • 4- • 1 / V - CONT. ALL*. TUDC (6063 -161 1/4 - 4 RAWL CALK -M • a 0.C. *NTH 7/6' 1184 0'63. M CONE OR HOLLOW 41.00C OR 1/4 -• LAO SCREW • Dr O.C. W/ 1-1/r hl. END. M WO00 Vr• 11•241 DOLT • tr 0.3. V4 - • RAWL CALX -1N • 12" 0.3. WITN 71B' 1.0L DI{. PI CONC. OR HOLLOW *LOCI OR V4.4 LAG SCREW • 24 0.3. W/ I-1/2 1001. DEA 34 W000 ® r • r • 1T corr. ALUIL ARMS 6663 -T6 MAR. OES0U6 LOA° • 72 PS/1 4' MAX. —NON- STRUCTURAL P(MSM MATERIAL ERICK OR W000 O WALL MOUNT R SCALE : 3 • 1/4-20 S.S. DOLTS W/ WIN0NUTS 0 MIDSPAN OR Sr 0.C. MAX. ITYP1 ANGLE MAY VARY 0 ALT. CORNER DETAIL SCALE : 5" • 1 -0' 5 —2' • 2' • 0.122 CONT. T04 • 0.123' 6663 -T6 ALUMBwJM ALLOY OR IS GAGE OAL V. STEEL ANGLE 1/r 6' 6' 1/r L 1/4' 20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE. MI /r . T-0" 3/8 HOLE FOR PASTEta+10 PAN(L r • 2 ALUM STUD ANGLE SCALCI N.T.S. PUNCH MOLES O. ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANCL C'/CR [ACM AOJACCNT PALL AND RASTER WINGNUTS PROM THE INSIDE STORM PANEL INTERIOR ® FASTENING (ISOMETRIC) SCALE: 3' • 1 -0" Q 2' • 2" • .0+3 STUCO(0 ANGLE W/ 1/4-20 ST( L '1NONUTS • 12' 0.3. I/4-20 MACHINE DOLT •NO NUT < •12 -O.C. 4 4 _ti 1/4 • RAWL CALK -1M 0 4 0.3. W/ 7 /e MIN. 030. INTO CONC. 0R HOLLOW 04.000 \'" Q 2' = S' • tie CONT ANGLE 6061 -76 AL(M. NOTES. THIS DETAIL MAY BE USED AT TOP OR 00T7OM OP PANEL. (MAX. 0251614 LOAD • 72 0501 EDGE MOUNT DETAIL O SCALE : 3" • t' -0" • 3' • 1/4 Awn ANGLE - 1/4 -20 STUD W/ NUT • 6 0.C. - 2'•3 1/6 ALUMINUM ANGLE • POUR 1/4 - • RAWL CALK -64 ANCHORS W/ 7 /e MK [146(0. ;Po COOK. • 4 O.C. —: i;:fY 11 -1/2� 1 -1 /r INTERIOR FASTENING ANGLE ASSEMBLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COLE DATE (Y1A , oac BY PRODUCT CONTROL DA;:S BUILDING CCOE COMP_. ACE OFFICE ACCEPTANCE NO.'- ? 1 1 • 03 L. C O d z < .0 LL 3 6 z Zm r r .M•I 4 et + drawls no. I 96-110 ! 0 O Z co r m C _ r 9 ri k ■ y X IN m it' co ux C >l 6 r > O 5 1 2 -1/21 MIN. MAX. PANEL LENGTH SEE STORM PANEL SPAN SCHEDULE - TABLE 1 e _. p. ". . _GENERAL REVISION_ COUNTY COMMENTS REV AHCHOR SCHEDULE eev.ANaww ICfCOULC RI V.MNCIIOR SCIICOUI E COUNTY COMNENIS C I MAX. PANEL LENGTH SEE STORM PANEL SPAN SCHEDULE - TABLE 1 0.050" ALUMINUM - STORM PANEL MAD DEN MANUFACTURING CO. 1888 N. W. 22 ST. POMPANO BEACH, FL 33080 .... (800) z7z -z71 • $G ti't's: a --K4 ` a ■ • IV G gg w N HA X. PANEL LENGTH X - u 1 iUL STORM PANEL SPAN SCHEDULE - TABLE 1 f. i4 4 2 N M g (lilt 1010111 AX. PANEL STORM PANEL SPAM SCHEDULE - 1ASLE 1 i KNEZEVICH 8 A880CIATES, INC. CONiuLTINQ (Haltom • P(OPuCT TESILK 641 HOKENA ORIVE•HIAMI SPRINGS, FLORIO* 53166 MIAMI (3051883 -9571 FT. LAUDERDALE I9541677 -9500 FAX. L3051 083 -9572 COPYRIGHT Q 1999 KNEZEVICH L ASSOCIATES. INC. k � FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DEVON LOADS AND SPANS ONCHES) REQUIRED FOR VARIOUS 3untsnels I ONIISIX3 ANCHOR TYPE MIN. r EDGE DISTANCE MIN. 3" EDGE DISTANCE , 3 K; I � 1 = SPANS UP TO 5' - 6 (SEE NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 45 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 14 5 CONCRETE 1•- / 48.0 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 12 12 1Z 12 12 12 12 12 12 12 12 11 12 12 9 62.0 12 12 12 12 12 12 11 11 12 9 12 8 9 12 7 12 12 12 12 12 12 12 12 12 10 12 9 12 12 8 1/4 - 0 ITW TAPCON W/ 1 - 3/4 - MIN. EMBEDMENT (►N 3.000 P.81 (=NCRF1E 72.0 12 12 12 12 10 12 8 9 12 7 12 8 9 12 7 12 12 12 12 12 12 9 12 12 8 12 9 12 12 8 92.0 12 9 10 12 8 12 8 9 12 7 12 8 9 12 7 12 10 12 12 9 12 9 12 12 8 12 9 12 12 8 200.0 12 8 9 12 7 12 3 9 12 7 12 8 9 12 7 12 9 12 12 8 12 9 12 12 8 12 9 12 12 8 * smOsommir it 1/4'• ELCO MALE/ FEMALE - PANELMATE• WI 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 SIDEWALK BOLT (ILL 3.000 p.3.L c .a ENE) 48.0 12 12 12 12 7 12 12 8 12 5 12 4 6 12 4 12 12 12 12 8 12 12 10 12 6 12 4. 7 ' 12 4 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4. 6 12 3 200.0 11 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 � � 1 /4 POWERS CALK - IN W/ 7/8 EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW (1IN 3.000 p.S.L CO I TE) 48.0 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 62.0 12 12 12 12 12 12 11 9 12 9 12 8 8 12 7 12 12 12 12 12 12 12 12 12 11 12 10 12 12 9 72.0 12 12 11 12 11 12 8 8 12 8 12 8 8 12 7 12 1t 12 12 12 12 10 12 12 10 12 10 12 12 9 92.0 12 9 9 12 B 12 8 8 12 7 12 8 8 12 7 12 12 12 12 10 12 10 12 12 9 12 10 12 12 9 200.0 12 8 8 12 7 12 8 8 12 7 12 8 8 12 7 12 10 12 12 9 12 10 12 12 9 12 10 12 12 9 48.0 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 12 12 12 12 9 12 12 12 12 6 12 5 8 12 4 62.0 12 12 10 12 6 12 5 7 12 4 11 4 6 11 3 12 12 12 12 7 12 6 9 12 to 12 4 8 12 4 , - -1 1/4 - 0 POWERS ZAMAC NAIL - 01 W/ 1 - 1/8 - MIN. EMBEDMENT (AN 3.00D p.31 CONL7E11) 72.0 12 8 9 12 5 12 4 6 12 3 11 4 6 11 3 12 10 11 12 6 1; 4 8 12 4 12 4 8 12 4 92.0 12 4 7 12 4 11 4 6 11 3 11 4 6 11 3 12 5 8 12 4. 12 4 8 12 4 12 4 8 12 200.0 11 4 5 11 3 11 4 6 11 3 11 4 6 11 3 12 4 8 12 4. 12 4 8 12 4. 12 4 8 12 1/4"0 OYNABOLT (11M. 48.0 12 12 12 12 11 12 12 10 12 8 12 6 7 12 6 12 12 12 12 12 1 - s 12 12 10 12 8 12 12 1 ®- 62.0 12 12 11 12 8 12 8 8 12 6 12 5 7 12 5 12 12 12 12 11 12 10 12 12 8 12 7 11 12 ITW RED MEAO SLEEVE ANCHOR W/1 - 1/8 - MIN. EMBED. 72.0 12 12 9 12 7 12 6 7 12 5 12 5 7 12 5 12 12 12 12 9 12 7 11 12 7 12 7 11 12 92.0 12 6 7 12 6 12 5 7 12 5 12 5 7 12 5 12 8 12 12 7 12 7 11 12 6 12 7 11 12 3.000 P.S.L COMMIE) 200.0 12 5 7 12 5 12 5 7 12 5 12 5 7 12 5 12 7 11 12 5 12 7 11 12 6 12 7 11 12 - "1 MEH1111111111111U1.- 48.0 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 12 12 12 12 7 12 10 9 12 5 11 4 6 11 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 12 5 7 12 4 10 3 6 10 QUICK (AN 1 /4."• ASHLEY - SET SCREW 72.0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 WITH 1 - 1/4 - MIN. EMBEDMENT 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3.000 0.3.L C A TE) 200.0 10 3 5 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 7 10 3 6 10 3 10 3 6 10 0R0P SIDEWALK (AIL 48.0 12 12 112 12 12 12 12 12 12 12 12 12 9 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 ill -, 1/4 POWERS 62.0 12 12 f 12 12 12 12 12 10 12 11 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 - 00 I. 1/4 - 20 BOLT (3 /4 0 72.0 12 12 112 12 12 12 11 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 MEAD) w/ 1 - 1/4'' 92.0 12 12 1 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 Ara 1 Z PIY " , 2., MIN. EMBEDMENT 3AO43 PAL ATE) 200.0 12 10+ 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 AP'91Y 12 „4. AS ag., C ° 1 31,E 03/09/99 15:38 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 0 Z F U tA� E F 07 0 O 3 ANCHOR TYPE 11ID111Iloolowt> 1/4 - 0 WOOD LAG w/ 1 -3/4 MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 7/16" 0.0. BRASS BUSHING W/ 7/8 MIN. PENETRATION L 1/4 -20 MACHINE SCREW CONNECTION TYPE 1 2 3 4 5 12 12 11 12 12 1/4 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8 MIN. PENETRATION L 1/L -20 SIDEWALK BOLT LOAD (W) PSF MAX. (SEE NOTE 1) 4.8.0 62.0 72.0 92.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 9 8 12 12 8 4 4 12 12 12 10 10 12 9 9 7 12 9 12 6 12 8 5 12 5 200.0 48.0 62.0 5 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 10 8 7 8 6 5 4 3 12 12 12 9 8 SPANS UP TO 7' -6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 8 12 11 12 12 12 12 12 12 12 11 11 12 12 12 12 12 8 5 11 6 8 5 4 4 i 12 12 12 11 9 10 9 9 9 12 12 12 12 12 12 12 11 11 12 12 12 12 9 12 9 7 5 4 3 3 3 12 10 8 8 a SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 12 9 6 4 5 12'8 12 8 12 8 12 8 12 8 12 4 11 4. 11 11 4 11 4 12 12 4 • 10 9 9 12 9 12 9 5 12 7 5 12 7 5 12 7 5 12 12 11 10 9 9 9 9 11 11 11 12 12 12 12 12 7 4 3 3 3 3 9 8 8 8 8 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAO ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. 5.MIN(MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY PL YWOOD. THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE OISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD S 7 UD SHALL BE SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAO. ir10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRE() FOR DIRECT MOUNT (e 6" 0.C. OR 12" 0.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED tN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. DAT d 9Y .�� .. 11.1{4-20 TRUSS HEAO BOLTS MAY BE USED PRODUCT COOL DIVISION ' ' 10 KEYHOLE WASHERS ARE USED. 3UILOIT)G CODE COMPLIANCE OFFICE la:mice ,o. 9c6- 100.03 IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS �N vJ.. BASE ANCHOR ANC MA HAVE EITHER A PAN HEAD. TRUSS HEAL. OR WAFER .. rams HEAD (SIDEWALK BOLT). U.O.N. , ,?E.G 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1 1999 04/22/!.1 .sio ttod 't te..gn q Icn•c►oa n8 VA, VAC craving I... 96-110 FASTENER MAXPAUM SPACING I ANCHOR SCHEDULE DESIGN LOADS ANO SPANS ONDIE9) REQUIRED FOR VARIOUS I EbBT�NO STRUCTURE ANCHOR TYPE (w) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE • MIN. 3' EDGE DISTANCE SPANS UP TO 5 - 6 .. (SEE NOTE 1) SPANS UP TO 7. -6.. (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP TO 5' - 6 .. (SEE NOTE 1) SPANS UP TO 7. -6" (SEE NOTE 1) SPANS UP TO 10' -6.. (SEE NOTE 1) CONNECTION 1 TYPE 23 4. 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 45 CONNECTION 1 2 TYPE 34 5 CONNECTION 1 2 TYPE 1 3 4 I 11 1 5 HOLLOW CONCRETE BLOCK - IIU11111111111UIIIII111111111D- 1/4'9 ITV/ TAPCON w/ 1 - 1/4' MN. EMBEDMENT 48.0 12 12 9 12 5 12 8 7 12 3 8 3 5 8 12 12 11 12 6 12 9 8 12 4 9 36 111 9 3 62.0 12 10 7 12 4. 9 3 5 9 3 7 r /, 4. 7 . 12 11 9 12 4 10 4 6 10 3 8 3 5 8./ ,; 72.0 11 5 6 11 3 8 :. 4 8' i 7 /•;• /' 4 7 12 6 7 12 4 9 3 5 9 •" : 8 3 5 8 / -; / 92.0 8 3 5 8 �.,^ 7 .,'• 4 7 ji 7 • 4 7 9 3 6 9 3 8 3 5 8 8 3 5 8 . 200.0 7 ("• 4 7 ;r 7 �'j 4 7 %,. 7 % ", 4 7 8 3 5 8 '. -, 8 3 5 8 %: 8 3 5 8 j, , irsisl4 A. i1132sommomp 1/4'I ELCO MALE/ FEMALE "PANELMAI'E w/ 1 - t /4 MN. EMBEDMENT E. 1/4 - 20 SIOEWALK BOLT 48.0 12 12 12 12 7 12 12 8 12 5 12 4 6 12 4 12 12 12 12 8 12 12 10 12 6 12 4 7 12 4 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4. 6 12 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 200.0 11 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 ve ` It 1/4"s POWERS CALK - IN W/ 7/8 EMBEDMENT 3.1/4 STAINLESS STEEL MACHINE SCREW 48.0 12 12 10 12 6 12 10 7 12 5 11 4 5 11 3 12 12 12 12 8 12 12 11 12 6 12 5 8 12 4 62.0 12 12 8 12 5 12 5 5 12 3 10 3 4 10 3 12 12 12 12 6 12 6 9 12 4 12 4 7 12 4 72.0 12 7 6 12 4 10 3 S 10 3 10 3 4 10 3 12 9 10 12 5 12 4 7 12 4 12 4 7 12 4 92.0 11 4. 5 11 3 10 3 4 10 3 10 3 4 10 3 12 5 8 12 4 12 z. 7 12 4 12 4 7 12 4 200.0 10 3 4 10 3 10 3 4 10 3 10 3 4 10 3 12 4 7 12 4 12 4. 7 12 4 12 4 7 12 4 8.0 12 12 10 12 5 11 7 7 11 3 8 3 5 8 • 12 12 12 12 5 12 8 9 12 4 9 3 6 9 3 r 2.0 12 9 7 12 4 9 3 5 9 ji 7 4 7 12 11 9 12 4 10 4. 7 10 3 8 5 8 21 1/4 POWERS ZAMAC 72.0 10 5 6 10 3 7 '�> 4 7 /7, 7 ., 4 7 r . 11 6 8 11 3 8 6 8 r:; 8 jam; 5 8 ' NAi EMBEDMENT MIN. 9 2. 0 8 3 5 8 7 ', 4 7 '; , 7 /. -, 4 7„ 9 3 6 9 3 8 5 8 ',-,;-', 8 ;`/� 5 8 200.0 48.0 7 12 /•! 12 4 8 7 12 i 4 7 9 6 l� °I 4 6 7 (/ 9 3 7 7, 4 4 7 7 ,. 12 12 12 12 5 12 8 8 12 4 8 3 6 8 W S � . ' 62.0 10 8 6 10 3 7 3 4 7 %.; 6' 3 6 , - 12 10 9 12 4 9 3 6 9 3 8 /.; 5 8 1/4'. iTW RED HEAD DYNABOLT SLEEVE 72.0 9 4 5 9 2/. 6 i 4 6 ,,...-% ' ' /. 6 / i 3 6 • J ' 11 6 8 11 3 8 - - 5 8 . 8 ! 5 8 ANCHOR W /1 -1 /8 MIN. EMBED. 92.0 7/ . 4 7 •,- 6 3 6 6 ' / . 0 3 6 ... 8 3 6 8 �`. 8 5 5 8- • 8 � 8 8 ,../ 5 5 8 8' 200.0 6 ,,`,/,, 3 6 t ..- 6 3 6, • 6 ;';'. 3 6'• 8 ' 5 8 ' .' 8, .-� 48.0 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 12 12 12 12 7 12 10 9 12 5 11 4 6 11 1 "' lUlllll►1111111U- 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 4 10 3 6 10 �� 1/4 ASHLEY OUKK - SET SCREW 72.0 12 7 B 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 WITH 1 - 1/4 - MN. EMBEDMENT 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 200.0 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 03/09/99 15:3A ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. I T STORMS e SPANS FOR SPECIRC LOADS MUST BE LIMITED TO THOSE SHOWN 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE OESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SE= MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE I5 WOOD FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE %000 FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAL. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. OESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ,1r10.0ESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT 18 6" 0.C. OR 12" 0.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11444-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. APPROVED AS COMPLYING WRH vE SOUTH FLORIDA BUILDING CODE DAT a Q i BY PRODUCT C01 i :OL :tV Stu`I BUILDING CODE COMPLIANCE ACCEPT V Cl NO Q -/ 11 03 .hoer 1 of 1 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE . DESIGN LOAO(W) (PSF) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR ' 30.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 3 - 3/4 3 - 3/8 40.0 3 - 0 ..�� 2 _,.- -3 1 -1/8 4 -0 2 3 1-1/4. 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3-3/4. 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 1-1/4. 5 -0 2 3 1 - 3/8 7 -0 2 3 1 -3/4 8- 8 2 3 2 -3/4 9 5 3 3 - 3/ 4 3 - 5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1-1/4. 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9 0 3 - 3/4 3 3 - 1/1. 70.0 3-0 2 3 1 -1/8 4- 0 2 3 1 - 1/4 5 -0 2 3 1 -3/8 6- 0 2 3 1 - 7/8 7- 0 3 3 3 8- 8 3 -3/4 3 -3/4 3 STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE FOR ALL MOUNTING DESIGN LOAD CONDITIONS W (PSF) L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 1. . 10 -0 45'0 9 -8 50.0 l .- 9 -5 1' er•z.0 -.• "9 +r 2 S. 60.0 11) 9 6'24 8;- 7 65.0 8 -5 70.0 7 - 10 '72.0 ' --7 - 7 75.0 7 - 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 120.0 1. - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 0.3/09/99 15:25 T A 8 L E 1 T A B 1. E 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO OETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAO ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALL0WA8LE SPANS. APPROVED AS COMPLYING WftH ' SOUTH GRIM BUILDING CODE OAT - 1 • 'BY . �4 1F PRODUCT'COt IRO', OIVIS;OA BUILDING CODE COMPLIANCE OFFICE 4CCEFTAN:CE N0. � I ( 10 • 03 . 3 1 • TI Z j • I I gi,V8:5j9. :! . av 1� >. pia Is al ' IasCtvca �'FL Cic .. ?E J a sA NOT I CM. �>•N , - 311 ( araw., ' 96-110 ••••• • .1 3 0 1999 eusv+!, PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive 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 F-6000 Aluminum Fixed Window w/3/16" Tempered Glass. under Chaptcr 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 (Thais NOA renews NOA No. 94- 1031.02.) 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 Codc 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.: 98-0223.09 Expires:10 /31/01 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: 11/12/98 - Im tern mail address: postma ster ®buildingcodeonline.eom 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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Rod l iguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp : / /www.buildiagcodeouline.com A Vinyl Tech/Prouressive Glass Technology 1. SCOPE 1.1 This renews the Notice of Acceptance No. 94- 1031.02 which was issued on December 28, 1995. It approves an aluminum fixed 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 2.1 The Series F -6000 Aluminum Fixed Window and its components shall be constructed in strict compliance with the following document: Drawing No. 560, Sheet 1 of 4 titled "F -6000 Elevations," Sheet 2 of 3 titled "Section Views," Sheet 3 of 4 titled "Comparative Analysis," and Sheet 4 of 4 titled "Typ. Anchorage," prepared by Vinyl Tech/Progressive Glass Technology, dated March 20, 1998, revised on October 19, 1998, 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, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window approved drawings. 4.2 The installation of this prod APPROVED WOV 1 2 1998 EXPIRES : October 31, 2001 ACCEPTANCE No.: 98- 0223.09 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS its components shall be installed in strict compliance with the quire a hurricane 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 adcompanied 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 - Manue Perez, P.E., Product Product - •ntrol Division trol Examiner Vinyl Tech/Progressive Glass Technolot_v ACCEPTANCE No. : 98- 0223.09 APPROVED NOV 1 2 1998 EXPIRES : October 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 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 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 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 reseals thecopies. 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 - Manuel P.E., Product Co Product ontrol Division Examiner 60.000 6" • • 12" MAX. ON CENTER TYP. HEAD & SILL 120.000 ITEM 1 2 3 4 5 6 7 8 gar/ , e/ PART # 68342 61168 7834 62899C 61308K 6SM55W 6" DESCRIPTION FRAME HEAD,SILL & JAMB EXTRUDED GLAZING BEAD 8 x 3/4 Pn. Ph. SMS 10 x 2 installation screws SILICON BACK BEDDING CLOSED CELL FOAM TAPE SEAM SEALER 3/16" TEMPERED 12 1/2" MAX. ON CENTER. Ix Alumox Alumox VENDOR MERCHANTS FASTENERS FASTEC INDUSTRIES DOW CORNING STIK —Il PRODUCTS SCHNEE /MOREHEAD PPG. LOF NON- IMPACT WINDOWS 1.) GLAZING: 3/16' TEMPERED 2.) CONFIGURATIONS: 0 3.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 1°° D. B. 1 5 ( 220/98 ° F- 6000 EL 'VATION RrAff4 D. B. i0 / 19/98 Smear VENDOR AF -8342 AF -1168 899 1308 -1 SM5504 INVOTIa p caratyr W1 flrt tdrte fl MIME MOE OA 1311 IT MO= iQ 0T D . O �IRA11i COCt COYfi!J.0 CI1 &' 4cavruttt no 71:011.1_127._ ..,...� 1 Progr l_SLA le11r - 1 97 1 6000 I P.O. BOX 1529 "' ""' NOKOMIS, FL. 34274 8j560 B 2.000 60.000 Ow/ /0407 Revtabnar Mo tel& Oketarcoticre D.B. R.Ars4 0.8. tirncbr 120.000 ■■• FRAME CORNERS 11 APPROVED ta COMM IRTN MUIR ROM OCED110 CODE tAT MD_ ROI DIY SOO NAME CCOE COIIROACE wax samosa malt - 123 V 7 - W LASStech0 1 Cr 1 6000 r" SECT. I 2 4 1 .3c20 1 / 9/ 98 98 '`" SECTION VIEWS sm. P.O. BOX 1529 • 1 X NOKOMIS, FL. 34274 r8 r560 R...8 Heights 4 60.000 19.125 (2) 26.500 (3) 37.000 (4) 53.125 (5) (6) 72.000 (7) 84.000 (8) 96.000 (9) 120.000 (11) 26.000 3 130.04 130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00 38.375 4 130.00 130.00 130.00 130.00 130.00 130.00 130.00 129.00 100.00 50.625 5 130.00 130.00 130.00 130.00 130.00 130.00 '107.00 93.00 74.00 60.000 6 130.OD 130.00 130.00 130.00 130.00 ►03.00 90.00 77.00 61.00 Heights 19.125 (2) 26.500 (3) 37.000 (4) 53.125 (5) 60.000 (6) 72.000 (7) 84.000 (8) 96.000 (9) 120.000 (11) 26.000 3 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 38.375 4 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 50.625 5 100.00 100.00 100.00 100.00 100.00 100.00 T 00.00 93.00 74.00 60.000 (6) 100.00 100.00 100.00 100.00 100.00 100.00 90.00 77.00 61.00 Note: Numbers in () ooren►heses are ouanti(v of anchors oer side Negative Design Looda based on Comparative Ano (psf.) Negative Design Looda bused on Gloss Table 0 Posit/re Design Loads based on Comparotive Motysis (psf.) PosjUve Design Loads bused on Water Pressure. did/ x/x* D.B. 4/16/98 sae° er D. B. a i ° b 19 98 1X NOTES; 1.) REFERENCE: TEST FTL -1 141 2.) REFERENCE: N.OA 94- 1031.02 DESIGN: +100 PSF -110 PSF NEW N.O.A.# 98- 0223.09 MIRDYED u tarE1@19 1nIn sumo nom satin CODE DA COMPARi4TIVE ANALYSIS ars CA be.� P.O. BOX 1529 NOKOMIS, FL. 34274 B 560 61 . 111 -MC CODE API dita ettaluCCE Ire. r J PMgr Vert Ara echnda9Y rrr• •1.i► M 4rm .w.`.• 0••• ∎ ter 1 c I 1 FTL -1141 ( 3 a 4 3/16' TAPCON " HE .250 MAX. 1.250 e 44 TYP. HEAD, SILL JAMB 1 x WOOD BUCK NoNdoer _ Yokorisk � D.8. 0.8. mow.: TYP. HEAD. SILL JAMB AMMO a W.lYl VTR IRE SC0111 FLORIDA MOM COOf OL 19 f 91 TRCWfIfA1t i OIYA O11 BULO:NO WOE COR:I110E PTO 1uEPT* 11x.79 - 11.1.3 °'° °I°g' TYPI F r 6000 CHORAGE 1 ANC/4. 1 4 d 4 3�'""'°" . AN °l'b /t9 /98 2Q/989 14 sm.i P.O. BOX 1529 1X NOKOMIS, FL. 34274 , 6 1 560 r B PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2 22966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series HS201 Aluminum Horizontal Rolling Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate ltilaterials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. FL 34274 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99 -0324.01 Expires:06 /27/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/0 1 /1999 Internet mail address: post ntastert@huildinbcodeonline.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. FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375.2558 Raul Rodriguez Chief Product Control Division r ' rancisco ' . Quintana,R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Hnntepage: http : / /www.buitdingcodeonline.com PCT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED : ,f U I 0 1 1999 EXPIRES Jun 27, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1205.05, which was issued on June 27, 1996. It approves an aluminum horizontal rolling 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 2.1 The Series HS 201 Aluminum Horizontal Rolling Window (3/16" Monolithic Glazing) and its components shall be constructed in strict compliance with the following documents: Drawing No. 260, Sheets 1 through 4 of 4, titled "HS -201 ", prepared by the manufacturer, dated 3 /17/99, and revised on 6/7/99, signed and sealed by Robert L. Clark, 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 horizontal rolling window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo. city, statc 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. Manuc Perez, P.E., Product C• . Examiner Produ' _.ntrol Division 2 of.3 A PCT Industries. 1 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 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 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 need not reseal the topics. 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 through 3. ACCEPTANCE No. : 99- 0324.01 APPROVED JUL 0 1 1999 EXPIRES Jun 27, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS END OF THIS ACCEPTANCE 3 of 3 Manuel Pe z, P.E., Product Control Product Co o! Division I 002 16 000 r 1 4�LpD - W.- II I I ag I �I /11.000 53 XQX d I • P714 0,10 SMe 17 11 188 dlea 6 6 6108 91 • Fffl 4 1 5 1 714 1 274 6+664 91 7'096 7.1581 7 PC 2 2 nh o X Coq. r I ! sa.6 1p /pl r9,1. m(•. foal te• or o . ! =o n oo r9 ss__ .h o of Oo Ro;i. t O ea end o R nt to •1 A NNYL MAX - Ft 9H ALUMA.A T Am KS ALUMAS 5617 r. ( At NA'rt T(1;H P NN - NNIt- ( 1 47 -; l 259 Ar 11088 • Lr>tlX 113E )111 1♦ Q® €I)7 MOIMICEMIUCLIMAII PG7 214.X0 • 111SWEE • LATCH WHISENESMII d A .500 PHO. Fi SUS alliffafrfalli A -71087 I/ •1• - I ' VALIKEINI I " TAN paw HMel s CI 4) S751 5 79 Ahm. 506.7 -!5 fi()07 LANCE FRAME S1. arm 60 ] - 75 61063 At P HOLE CO7ER x AOAPr,R I LANCE (RAMC .157/9 Alum. 506} RA M J43) Num. ..6 I 6 17 18 70 O( UL NN I IJLO ML( INC 6053- N A7HFRSTHIP - J 1Lt INS AL `AS 7 P 07. RA)17 N 17)16 0 Uri RO GAP IDS!! HOUSI7C ASS WH 5351 5 '0E RAIL Nun". 6963 A HE OLO VINYL. 5A5H MEETAV RAIL C IAFNO :LAO ( /0445•,' I SLICON 5 ...AV,' p7)(Y FixEO MELTING RAR._ SIAM SEALER WNOLOAD CUP C7 8: role: 5/7 7/99 sow 7899 3 Soo AA4a.e1: HS -201 i orr1L0C4 1/ON h 2/ 2 S•vap Loteh screw. 4 w h LSweop Lof.hra) 2 2 Front ( Vent C11 . 3Cre71 6111!4170 47(17/40 A AA78 H. 7'(ROCR 74106( 0.E 1557)49 MERC115R15 FAS rENER MSiI1. FAST N R R RID) SCREEN OOW LIMN 4 MAX CHNEE-7/ORLHEAO 44(114)6 0J -030 809 AF -t169 5745504 IAF -1 11.000 .41 61700 r( NON - IMPACT WINDOWS ;.) GLAZING: 3/76 AMVEA(EO 2.) CONFICURARON5: X0. OX. X00 J.) 0(57GA PRESSURE 'WING: SEE CORR£SPON'GINC TABLES ON SNEE7 2 OF 4 4.) ANCHORS: MAX. 6' (ROL/ EACH CORNER NEAR Er 54.0 MAX. 5 .7/4' FROM EACH CORNER 4183735) 2 ANCH0R5 4' A6A87. 4' FRON EACH 9EETWC RA11. MAX. SPACING AT HEAD 4 SILL: 16.000 MAX. SPACING 317 JAMBS: 17.000 5.) SHU177165 R(OIRREO 10 7/EEl IMPACT. 5) REFERENCE TESr REPORT: f7L -1]I] 7) SEAM SEALER LODA7E0 AI rr?..4.La CORNERS ANO EACH FIXED mains WA. Lie Or 'rite 110. I a /799 0.0. 14 .-.. I)- /Me... I•er(.. t 1/74 o.eme .at tl Cachet .QID 1 AF II6(0 AS Cf MPIR70 VAN THE SOL i4 (107:5:. 01.17;17 09 Co C07 DA r 0 7 5• C 17 CT 9,47,0C C.,' 0'. S ON C11 CC:L COATI + 1� .6�YC( C(597 ACC(01A0C1 H1;."T�-rr = L •O 0.1.74.00': Hor. Roller — Elevation /8.0.M. 0 041 AD: KR6aR R0: 1616. S'..t 11-pow 7 Na 1..4 250 DUSTRIES A Wilda. Window Widhs Heights 53.125 74.000 106.3/5 I 1 7.00 26,000 120.00 120.00 120.00 120.00 38.375 720 00 120.00 102.09 92.54 50.625 75.30 66.49 59.65 59,1 63.000 55.22 45.13 40.93 40.47 Window Window Widhs Window 97dhs lleiV715 53.125 74.000 106.375 111,00 26.000 55.33 55.33 55.33 1 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55. 33 55.33 63.000 55.22 46.13 40.93 I 40.47 Window Window Widhs Hciyhls 26.500 37.000 53.125 74.000 26.000 55.33 55.33 55.33 55.33 38.3/5 55.33 5533 55 31 55.33 50.625 55.33 55.33 55.JJ 55.33 63.000 55.33 68.44 57.5J 47.33 Window Window Widhs Heignla 78.500 37,600 5J. 125 1 74.000 26.000 1 1.20.00 120.00 120.00 .120.00 38.375,4720.00 120.00 102.09 ' 92.54 50.675 1i6.73 69.67 66.60 57.25 63.000' 91.10 68.44 51.5J 41.33 63" 21 VERTI.CALSECTIQN OPEPA$L. 57.122 a� ICHT OP. ,NO 58.475 oar qq IC:IT OPE MOG VERTICAL ,5ECTION FIXED X() Con fio ocolipo Negctive 9esign Lood based on Compare five Matysis - (PSF) X9 �CCOcP:. SS4s rt Positive Design Lood bored on Comparative Analysis - (PSF) 111" HORIZONTAL SECTION NOTE: 2 374 - 1170H OVFSAI L INTERIOR SILL RANG7. ONE 3/4' 1 7/2" , 1/16' x 3' LONG ALU4. ANGLE IN !RAC 51LL NEAR EACH V7x(0 MEETING RA&L ANCHORING SILL ADAPTER GLAZING LEG 10 SILL, SECURED 70 FRAME w7771 7 INSTALLAiiON SCREW AA'0 0n'E /6 x 1/2' SHEET METAL SCREW. 18 25" - jrnx Negative NegOOve eslgn Lood boxed on Comporclive Ano6rsis - (PSG) SE Conlioaro Positive Design Lood based an Comparative Analysis - (.'SF) APP70'40 03 0909t060 7 714E 70516 it64ID, $7t15 7 COVE� PRON.; E l�tO' D,I ;yrU 9711D,kG GOCt 704't'ARCE CII1Ct 4C0/F/ANC3 RO.is Re^se,a: VotsnAn Rend t4': :rile: 0 D. 1 13/:/99 Lwow" Ry: 0.8. CNk t7: Lbl.: MIT: 3/17/99 eaedllen Hor. Roller - Sections /Comp. Analysis 101 Fa. KROOR 540. sede, Feel: Ore-54 2 -'4 260 Vorriat lowed Or Cal.: D.O. 5/1/90 raw, n.e, CM. ay : µ+arc 3/1 7/99 2452-0... 11tk11 Fa:M fere*: t 1/84 De.:e.l .02 1 0rt6.0 .03 t Akq b: l Ser4./Mpdd: NS -201 GLAZING OPTION 3/16" ANNEALED O.artpac, Horizontol Roller — Glazing PCr fro: ?#0U LO tit taretrirx WM Tut semi n71.• RUMS uoc 193 q_ rrkut C' - r0: 0:13 Or BOILGi.'1: LOCI CO�IPt.1RC[ OIFICC 4CCFPfui¢ N0 11-0.3 ____ INDUSTRIES H.007 r+0: Se.k: a•..l. o-a -: +p W. Fri 3.0 260 4 • 1 1r WOOD • . • 1 BucK . 11 • .250 - MAX 3/16 TAPCON OR /4" TAPCON ir—tirAo • 3/16" TAPCON OR t/4 TAPCON 2 x w000 BUCK .250 MAX. 10 FANNEAD OR /12 FANHEAD 4. TyP. WAD TYP,_5_11, 1.250 L /10 pANtiCAO OR If 2 PANNEAD r .Eze 1.250 N 2 r WOOD BUCK ev n .Nreitrtkrio: D.EL 6/7/99 kg. • Orr D. B. Oa to: D12,.1.111B 3/12/99 H 1.250 r w000 .250 H 2 x WOOD BUCK MAX. BUCK Isteso=...ListaL252tLt InNlipm • 1/6• OcctNI Act Dora' .002 • lepAn 1 HS-201 3/16 TAPCON — OR 1/4" "APC011 c,...o. Roller — Anchorage iScde• 11•••t: Oes,n, ICC 007 VCNOOR NO 4..4 H 1.250 TV. JAMB ANVOYED LS 401WLYIn writ int SOQns FUNIPS 00110= COO( ealall.4 PICOJC CO al DIV 5 ON SUILDAS CC/1 COV.PLIMICI O0110 ACCFPWCI 00 1 ONDUSTRIES 260 METRO-OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Acceptance No.:98- 0218.02 Expires:08/20/2001 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2909 Your application for Product Approval of: Series 4000 Aluminum Single Hung Window (3/16" annealed glass) under Chapter 8 of the Metropolitan Miami -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 drawings prepared by Mr. Robert L. Clark, P E , and test reports prepared by Fenestration Testing Laboratory. Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Miami -Dade County, Florida under the conditions sct forth herein. This approval contains 3 pages. This approval shall not be valid after the expiration datc stated below. The Office of Building Code Cocnpliance 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 Building 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. Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPIECIFIC AND GENERAL 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 he used in Dade County, Florida under the conditions set forth above. Approved: 08/20/1998 CONDITIONS BUILDING CODE COMMITTEE 1 of 3 Director Building Code Compliance Dept. Metropolitan Dade County w Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 98- 0218.02 APPROVED AUS 2 0 1998 EXPIRES 'AUG 2 ti An na NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 94- 1031.03 which was issued on September 21, 1995. It 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 2.1 The Series 4000 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following document: Drawing No. 137, Sheet 1 of 4, titled "Single Hung Elevations," Sheet 2 of 4 titled "Single Hung Layout," Sheet 3 of 4 titled "Comparative Analysis," and Sheet 4 of 4 titled "Typ. Single Hung Anchorage," prepared by Vinyl Tech/Progressive Glass Technology, dated March 17, 1998, except for Sheet 3 of 4 which is dated June 10, 1998, 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 window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane 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. 2 Manu 1 Perez, P.E., Product Co Produ ' s ntrol Division Vinyl Tech/Proeressive Glass Technology ACCEPTANCE No.: 98- 0218.02 APPROVED 2 e 1999 EXPIRES : NJG 2 0 2D01 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 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 (3) 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 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 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 he done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall he 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE - 3 - Z.L1LL.� Manu I Perez, P.E., Pr Product Control Division t Control Examiner 76. 000 MAX. I-- 6• . 6 • --1 53. 125 20.000 -1 O.C. MAX. 24.000 ----1 NON - IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: 0/X 3.) SHUTTER REOUIREMENT: SHUTTERS ARE REOUIRE() AT ALL INSTALLATIONS 1- 6" MAX. 0 ITEM 1 3 FLANGED FRAME JAMB 4 FIXED MELTING PAIL 5 SASH TOP RAIL 6 SASH BOTTOM RAIL 7 SASn Su)E RAIL 8 SASH STOP 9 SASH CAM INSERT (L.H. & R.H.) 10 x .750 Ph. Pn. SMS 11 WEATHERSTRIP, VINYL BULB W /LEAF 12 SWEEP LA 13 /8 x .625 Ph. Fl. SMS 14 WEATHERSTRIP, .187 x .200 fin 15 WEATHERSTRIP, VINYL BULB .160 DIA. 16 WEATHERSTRIP, 8314 -150 x 155 1 17 18 19 20 21 22 23 24 25 16" 0.C. 6.0 " J MAX FLANGED FRAME HEAD FLANGED FRAME SILL BALANCE TAKE -OUT CLIP SILICON BALANCE 3/16" ANNEALED GLASS 3/ 16" GLAZING BEAD 8 x 1.500 Ouod. Pn. SMS 10 x .750 Ph.. Pr. SMS #10 x 1.500 Ph.. Pn. SM5 1" 1 5 Open Cell Foom Pod RM,bns D.B. ■•■•a,d Br wmo, DESCRIPTION 311 7/98 Dot» V, T, # 69563 66377 66379 6931/; 69336 66384 66385 66387 41901/41902 /834A 64664 76722 7858 62003 64667 6X831G 7121 UM t3289 65030 78112A 7103 781 POA AVE. Catpm SH ALUMAX. ALUMAX ALUMAX 41.1 IMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR VINYL- TECH/P.G.T. MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER SCHLEGEL TEAM PLASTICS SCHLEGEL. DOW CORNING CALDWELL P.P.G. LOF FLORIDA SCREEN MERCHANTS FASTENER FASTEC INT.) CORP SINGLE HUNG ELEVATIONS ud.: bey,,,: P.O. BOX 1529 a q No .• N. T. S 1 NOKOMIS, FL. 34274 B �� 137 VENDOR / C AF-9563 , Q - AF -6377 AF -6370 - r AF -9316 AF -9336 AF -6384 AF -6387 466 -4 672204 FS8319- 187 466 -7 099 05 -030 PRODUCT RENEV, F.1) ALL l.f 1. \.11): r / y ytj j� 1COt arua xru>� n,\T "1 • '( Mt Cn ••1 i 1` (sh.,t• P 4 /G • • % PO. _ 9: 4000 1 nom 14 76.000 VERTICAL SECTION Rr•Ifions: iblekt ,lef7 AIVL D•own By: D.B. Rodted 0S v000row No.: HORIZON T4 L SECTION 3/17/98 Dole: 53.125 SINGLE HUNG LAYOUT Ow— PRODUCT RENFAVED Ar rAsey. - 6111 • C LyNit,v10,: im-rn la 1-4C/ fly PP� .CTC,1R.tXD!'.T :11 I QPIDE CONIPLIANC ICE aokiglYSIP-gresvveCLASS technology 11,1 •••••••.• • a... (Wm Yaw I S•nes/66:4•1: I II•ni• Sheet: 2 4 Sr, 400 0 Oncripton: sea, •edreu: P.O. BOX 1529 r r .. N.T.S NOKOMIS, FL. 34274 8 137 • Wlndosr Heights Window Widths 19.12: 24.000 26.500 32.000 37.000 . 119.00 26.000 - 130.01 + 55.33 - 127.00 +55.33 • 127.00 + 55,33 • 120.00 + 55.33 - 119.00 + 55.33 38.375 - 120.0 i + 55.33 - 119.00 +55.33 - 119.00 + 55.33 • 117,00 + 55.33 - 116.00 + 55.33 50.625 • 119,0 I + 55.33 - 117.00 +55.33 - 116.00 + 55.35 - 100.00 + 55.33 - 93.00 + 55.33 63,000 - 106.3 i + 55.33 -95.34 + 55.33 - 92.26 + 55.33 - 89.94 + 55.33 • 87.00 - + 55.33 76.000 - 82.04 + 55.33 • 71.51 +55.33 - 68.03 + 55.33 •63.39 + 55.33 • 61.84 + 55,33 1Vlndoss Heights Wfnda, %Vidths 40.000 44.000 48.000 53.125 26.000 . 119.00 + 55.33 - 118.00 +55 .33 - 117.0u + 55.33 - 11/.00 + 55.33 38.375 • 115.00 + 55.33 • 99.00 + 55.33 - 102.00 + 55.33 • 91.09 + 55.33 50.625 - 106.00 + 55.33 - 101.01 + 55.33 - 86.00 + 55.33 - 78.23 + 55.33 63.000 - 85.00 + 5533 - 82.00 + 55.33 - 78.89 + 5533 .68.07 4 55.33 76.000 -61.80 +55.30 -61.80 +5530 -61.80 +55.30 -61.80 +5530 Data from Test Report fTL-I 139 for Series 511 -4000 Comparative Anal sls Table for Single Ilung Windows using 3;16" anur +kJ glass. ronfl :. ON Negative Design Loads has :d on Comparative Analysis (ps), and Glass Table Positive Desgn Loads bass 1 on Comparative Ana Is (psi), and Water Test pressure. NOTES 1.) REFERENCE: TEST FTL- 1 139 2.) REFERENCE: N.O.A. 94-1031.03 DESIGN: --55.33 PSF -61.8 Psi NEW N. 0.A. 98- 0218.02 Revisions: Drawn f1/ `R. saeB: Date 6/10/9 raft: 1x ro.t Description: COMPARATIVE ANALYSIS i ;Zi;t ?:. :C. f RENEWED tcrTr.tw:r t iff . - DL!5 .L' 2 - - I- r.::\•I :. D,v1i ....., oC )4✓r n r,. !if t.- :,t.0ur, or•77c8 �T _ T T1 r•". T T t�L A 5� � pro iecRncvvvy Fro& eat � ^• � /" �4 000 n FT S/-? L - 11391 sn.rr: 3 : • 4 H Mdmm: P.O. BOX 1529 °romp r,a NOKOMIS, FL. 342.74 8 f 137 x W000 BUCK .250 --I MAX. • 1 IT . 1.250 I I • L 132.tlEAD 2 x WOOD BUCK .250 MAX. 3/16 TAPCON /10 PANHEAD OR OR 1/4" TAPCON h /12 PANHEAD .250 wx T1?. 511.1. 4 TYP a 3/16 TAPCON /10 PANHEAD OR OR 1/4" TAPCON 112 PANHEAD EP , o 1 1 e 1 1 250 1.250 .250 MAX. 2 x WOOD BUCK 1.250 C/16" TAPCON OR t/4" TA PCON Rniskns: klatarIal: Drawl Br 0. 8, Rirrised By: TYP. JAMB 3/17/98 Deo: P'04. "sr /10 PANHEAD OR 112 PA. .250 1.250 TYP. JAM6 Seale Md '" P.O. BOX 1529 Is•",_, r" N.T.S NOKOMIS, FL. 34274 1 137 2 x WOOD RUC*: RENEWED 5 1CO, CODE CONI7LIANC :FTCE A -*14 -1 progresstv e CLASS technology • Ipaeorno Norwirm 4 *am. • Ser 4000 4 4 0•SCHOlicw TYP. SINGLE HUNG ANCHORAGE TV 111 I�DADE PRODUCT CONTROL No'Ticc or ACCEPTANCE 1'C•1' Industries 1070 Technology Drive Nokomis ,FL 34275 APPROVED: fl( /28/2001 ,v• l741 .-+o►J - J. J J SF`y��4 1 1/17 h1 IAh11 -DAVE COUN'T'Y, FLORIDA METRO -DADC FLAGt.ER 13U1LDiNG BUILDING CODE COMPLIANCE OFFICE It FRo•I)AI)I•; FI.AGL.I R BUILDING (40 WEST PI.AGI,I ;R STREET. SUITE 1603 MIAMI. FLORIDA 33131).1563 (305) 375.2 MN (305) )75.290 (x)NTUM tOR 1.1(1 :NAM;sI:(71l0? (305) 375.2327 FAN (305) 3'9.255)) (•ON I OLA(Tuu ENFORCENlENT nlVtsu)N 005) 375•2466 FAN (301)375-290S 1'1t01)11(" r CONTROL DIVISION (30S) 375.2402 PAX (301)372.030 Your application for Notice of Acceptance (NOA) of: 1" heavy Wall - Aluminum Tube Clipped 'Mullion 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 11.r acceptance by the i\Iliami -Dade: County Building Code Compliance Office (BCCO) un(kr 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 jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer, ACCEPTANCE NO.: 01 0323.02 EXPIRES: 06/28/200( Raul Rodriguez Chief Product Control Division TIIIS IS TIIF COVF.RSII SEF, A1)I)ITIONAI, PAGES 1012 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONTN11TTEE This application for Product Approval has been reviewed by the 13CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. Francisco, Quintana. R.A. Di rector Miami -Dade County Building Code Compliance Office 114450001 1pc2000N templates \notice acceptance cover page dot Internet nw address: JOStrrmaster &&lbuitdingcodeonlitic.corti `b lame page: l sttp : / /www.buHdirrgcmIcortlirtc.com .r 14:03 JUL 05, 2001 ID: PGT INDUSTRIES PGT Industries TEL NO: (941) 480 -1900 *95542 PAGE: 2/17 ACCEPTANCE No.: 01- 0323.02 APPROVED JUNI8 2001 EXPIRES JUN 2 8 2006 NOTICE OF ACCEPTANCE.: SPECIFIC CONDi'I'IONS 1. SCOPE I.I This approves a clipped mullion system, as described in Section 2 of this Notice of Acccptancc, designed to comply with the South Florida Building Code (SFl3C), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFLC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIP't'ION 2.1 The 1 "74 Heavy Wall - Aluminum Tube Clipped and its components shall be constructed in strict compliance , .vith the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acccptancc 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.375 (2 anchors) mullion, 1x2.75x.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or Ix4x.375 (4/6 anchors) mullion, scc 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 Acccptancc. 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 PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice ofAcceptancc, with mullion option indicated. 6.1.2 The Notice of Acccptancc of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate topics 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 Building Official or the South Florida Building Code (SFI3C) in order to properly evaluate the installation of this system. Manu Perez, P.G. Product C iro Examiner Prod ntrol Division 14:04 JUL 05, 2001 ID: PGT INDUSTRIES PCT Industries 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF T11IS ACCEPT' NCE TEL NO: (941) 480 -1900 *95542 PAGE: 3/17 3 ACCEPTANCE No.: 01- 0323.02 APPROVED EXPIRES JUN 2 8 2001 JUN 2 8 2006 NOTICE. OF ACCEPTANCE: STANDARD CONi)I'I'IONS 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 i3uilding 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 sank 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 scaled 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 fcc) 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 uscr 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. Manuel 'cry f .E., Product Cori roty.xnminer Produc ntrol Division n GLAZING PRDDUCr t Tr P � MULLION \ GLAZING rR00UCT AI 4..-. GLAZING PRODUCT ;LAZING PROoUC: W I--1 W W., IV GLAZING PRODUCT GLAZING PRODUCT t W W2 u, ANCHORS; TYPE e' C" OR b' UO rN ENDS\ 7YP. MULLION W WI 11V2 ( 2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 5 MAX OPENING = W OR •!/1 !-W2 ?BULL LENGTH = H ANCHORS: IYPE. B OR '0" ROTH ENDS NOTES; 1. FOR ANCHORAGE TYPE. QUANTITY AND 1O ATION RCM? TO SHFi'_ 7S 2, 3, 5 AND 6 1AZIM, PRODUCT fYP. )J VLUON CtAZ1NG PRODUCT H = H1 4-1.12 (1) WINDOW MULLED W /GNE ABOVE FOR CE7ERMIN!NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1+112 MULL CENGI; I = W 2. WINDOWS MAY SE MULLED TO A MAX. OF 5 UNITS 3- MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT :TL -2902. 2903 AND 2975 ANCHORS; OR b" BOTH ENDS P.E. #39712 H r Robert La Y-E muivav GRAZING PRODUCT w GLAZING PRODUCT r-/ M2 CRAZING PRODUCT INDTISTRIES 11070 ILtMC10CT Lrave NOKOU1S• rL 34275 HZ I--Wt W2 -1 r- -W W = Wt +w2 H = i! ti-H2 12) WINDOWS MULLED 4' /ONE AOOVC FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M7) MAX OPENING = II OR H14-H2 MULL LENGTH = W OR W1 +W2 1,12) MAX OPENING = W OR W1 W2 MULL LENGTH = H 1 ANCHORS: C' OR O &07H ENDS `. H2 H I 1 IV a WL+W2 +W3 H 111112 MULTIPLE WINDOWS MULLED w /ONE ABOVE OR DETERMINING MAX ALLOWABLE DESIGN PRESSOR! SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H14-112 MULL LENGTH = W OR W1 +11 1,14) MAX OPENING = W1-1-W2 OR W2 +W3 MULL LENGTH = H1 AP M'/EDASCO1.1r.tiG Valli THE g^ �U N 8� 1 Eft ro DIVaaN 000E COLaPUA.ma Ott1LE ACC 'TXICENO 0r-d3z3. me fly `Ome: Rwe B7 F.J.P. ' HEAVY WALL MULLION ARRANGEMENT DETAIL Senes//bRe: Scee: 15fteec: j Orvory Nc, Rev: P.O. t 0K 1329 ACK0MIS . 34274 Crew Oy- rota Ira Oats '4/28/0 MULLS j I x 11061 6621 P.C.?. +r YULLPON M.A.IION CLIP CUT ftAN;,'ES OFF OF Mi...L CUP TO FORM A it– CFNNtiil A.V iNSrALL AS SNOW P.C.T. FOR 1" MULL t "' I MULURM --1 MULL TYPICAL MULLION TO STRUCTURF WITH WOG() RUCK TYPE NOOT 1 FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP— TO— OPENINC. 2. PEFE.R NCE TEST REPORT FTL- 2902. 2903 AND 2975 172 LN. S.N.S. STAGGERED CN CPPOSDC SIDES (SO As NOT TO NREEFFRE II5iu GLE11 ODER) TYPICAL MULLION TO .ML lON INSTALLATION TYPE • A". t--2" OR 4" /12 S.M.S. ('99 /) Ail rASTL:NLRs ATTEST RE DA)DE COUNTY APPROY£O. SCE Noir 11 112 F.H. S.M.S- STACCEREO ON OPPOSITE .70C (SO AS ATOr TO INTERFURE iSTT1H A0 OTHER) SEE NOTE /1 P.0 T 1• iIULL'ON 112 *DOD SCREW (749/) MIN. I PEN_"TR4 ON TARO i O BOCK AIL FASTENERS WS/ BE oA.7E Col • APPROVED at NOTE 11 WOOF 1RTTX 1TM04FD TO CORCRE7E -� 7771 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 S72E AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. Robert L Gsrk, P.E. P.E. 539722 518 a1 PAT. 1r •1ADON ""\ TYP/CAL i4UWQts ro STRUCTIIRF WITH WOOD RUCK REMOVEI° FROM CONC TYPE r.. rr1 INDUSTRIES lora Iran?rCCY Rers4 Or rate, Orv-n tA: 1 L4IN. So'es/Moyet P Mr 7329 NORUYOS; FL .4273 NC(OMIS. 11 34271 MULLS OR s —i /12 F.H. S.N.S. STACCLNEO ON OPPOSOZ sr-ES (SO AS NOT TO iNIERTERE I1711 EACH OTHER) Sit NOTE /1 _ 2 0 R 4 1 MIN. TYPICAL MI.;I1ION TO STRUCTURE WITH WOOD BIK.K AND CONC. TYPE "tr. C7•LO 8F lOce: Revisions: got 4/28/00 Mm. 1}" 1APCON (7'G/) . VW •} PENETRATION 1.N ro . CONCRETE UN !LUCK • STRUCTURE. AT 1. FASTENERS FIUST VC 0ADC COUNTY APPRO•W. SEE NOTE /I /72 FJ, SAGS. SEALCEAEO ON OPPOSE SIDES (50 AS NOT To iN.EPrEPE 1HT1 E C O17 R) SEE NOTE / I YIFi. 1}' 114NCON (2451) M94. 1} PENETRATION ;NTO j CONCRETE UR MOON STRUCTURE. ALL 1ASTENERS MUST RE O40E COUNTY .APlR(,YLU SITE NOTE /1 APPRO4EO ODIARYDIG WITH TI1E sr PROS C IRO: MASON G1.7E'r COO_ COY?14710 CC ICE n�[ P?AACL I;O 0/- 03 L j 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Seam: :+a t: Deering Rn. ix 2o'61 6621 Rer 4 U1 N (T1 1 O ro impoR rA CAIME OF ANCHCRS SHOWN ARE FOR A PICTORIAL REPRESEN TA rkirr avy. FOR CORRECT QUANTITY CP ANCHOPS PLrAsr qu 10 CPARTS 4,'4 FIND DIE CORRECT MULL SIZE AND PRESSURE REO'D FOR Y'L'UR SPL APPLICA CLIP 1.CNCTh CHART FOR Ix MULL • MULL SiZE 5 1. 4 MAX 11 1 1 f :n4 NO f E REFERFNCi- Tr A " 14.! CUP P110 (:?) ANCHOR 1 ()CATIONS unFeushort D NC 1 1099 MIN. FPOM . ‘ —...-4 re— J-- ENOS (TYP) I I I . . 1-1---0--c-4- _ 1 4 1" MULL FL!.° W ,a,O (2) ANCHOR Nc LOC i A 1 1 . 9 1 9 n MIN. 14 . . .H0 osfos -(TYP) -3 MAX. MIN. FROM ENDS (TYP) I I T j " Mlitt.. CLIP V/./TAi3S REMOVED THRFT (3) ANCHOR LOCATIONS txinWN an I 1099 LAI' AC f 7 / - RFPORT F11-7902. 290_' AND 2975 MW. mom FNOS (Ty?) r 3 MAX. I ' 4 ,- MULL CUP ThiRE-E (3) ANCHOR LOCAnOMS rx7Rusio nom 1 !099 j 1070 TCN.ff0LO 0r OPAC NOKOMIS. "L _14 7,5 1" MULL DLit' BUR (4) ANCHOR LOCATIONS EX P USAN OK: 1 1099 MIN. FROM ENDS (TYP) I 3— -a 1' MULL CLIP W./1105.,..REMOVE0 FOUR (4) ANCHOR WCATIO1115 gwo 1 logs INDUSTRIES I Rcvsd By row I Om. Or LA44 11' rate: We: 5/2 1/01 Doc4peam !ANCHOR LOCATIONS r oc 1 " MULLION CLIP Scsier P.O. 00X 15.2j 1,10,1011 ft, ..14274 MULLS 1 A 2 4 MAX 4 MIN . J 1"MULI CLIP SIX (5) ANCHOR LOCATIONS Cr1FriS10.1 017C 1 1099 MIN FROM ENDS (TYP) MIN. 11 FROM ENDS (TYP) J 1 8 "A" 1 MIA I CI 1P wiraes REMOVED six (6) ANCHOR L9C4110NS ( -Kult":" Dm; AS COMPLY fta JI4 THE sour R0111 A Etrumix CO • JuLtZ11110 Hy‘es.00s, 5.1•61: 3 a 6 pv pf-rp COICACC. cnston COOE CO&ITIIANCE Off ZE t*0 Q r ' r.? oir.9 He. 6621 3 8 L 2 i 1 l 1 8 NOTE: 1. REFERENCE TEST REPORT FTJ —2902. 2903 AND 2975 21 32 t 1 '1 6 I 1x HEAVY WALL MULLS MAT'L: 6063 —T6 4 T IND TRIES 1 Itevse1 BA 10,4 r - 8 P.J.P. Robert I/070 TEC VOLOCY ORNF P.O. 80X 1529 P.E. #39712 hO (Ow6. it J4275 SNtlu ni PaX R .34274 CRkd e- Ozter MU Robionme 1x HEAVY WALL MULLION PROFILES S?. Draw:nil N. 4o'6 6621 APPROVED RS CO R PL'r1NG MTH TFIE SOUTH FWPMDA euuPLC COVE BY PR y • sr ` ROL DRI151018 6/111UFIGC00E CQIPLI NCE Off ICE RCMP WILL HO. �J -0 22 7. 6Z 1x2x.375 2 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 U w w = z z 0 m J E 42 155 j 142 134 130 130 130 130 130 130 130 48 50.625 129 ; 116 107 102 100 99 99 99 99 99 115 f 100 91 85 82 80 80 80 80 80 54, 94 81 73 68 64 63 62 62 62 62 601 67 I 58 51 47 44 42 41 41 41 41 _ 63 j 58 •;' 49 44 40 37 35 34 34 34 34 Ni 50 ; 43 36 34 32 30 29 28 28 28 721 38 i 32 29 26 24 22 18 21 20 20 20 76 32 i 27 24 22 20 17 17 16 16 78 ' 30 25 22 20 18 17 16 15 15 40 140 84: 24 20 17 1 16 - - - - - - 90 19 16 - - - - 35 ; 35 32 32 30 , 30 - 96 16 - - - - - - - - 24 124 - 1081 - - - - - - - - 23 23 111; - - - - - - - - - - 144; - - - 1 - - - - - - Anchors 50 60 70 80 90 100 110 120 130 160 421170 170 170'170 1701170 170;170 170 170,170 1491170 170;170 170 170;170 48 170,170 1701170 1611170 1541170 1501170 149,170 149,170 1491170 149j170 5 0.6 5 170 161 1481 170 140 1361170 134 134 1341170 134 134 54 166 ;170 147 1271131 135 ;165 126 153 121;146 119 142 118 141 118: 141 118 141 118 60 145 116 101;107 1001100 96196 93193 92192 92192 92 192 63 131 131 112 112 99 99 65 , 85 90 1 90 84 . 84 80 80 77 77 76 . 76 76 76 76 , 76 66 1131113 97 i 97 77 1 77 72 172 68 168 65 165 64164 63 163 63 163 72 86 ' 86 73 73 65 ; 65 58 58 54 '54 50 48 1 48 46 .46 45 45 44 1 44 761 78167 73 1 73 62 , 62 54 , 54 49 , 49 45 ;45 + 50 42 142 40 140 38 j 38 37 1 37 36 36 57157 50150 45145 41141 38 36 35 33 32 841 54 54 45 1 45 40 ; 40 35 ; 35 32 32 30 , 30 28 ' 28 27 ' 27 26 • 26 24 ' 24 901 43 143 37 1 37 32 1 32 28125 26126 24 124 22 122 21 1 21 20120 19 1 19 96136 30 26 126 23 23 21 19 19 18 18 17 , 17 16 I 16 15 15 1081 25 , 25 21 1 21 18 1 18 16 1 16 1 1 1 1 1 1 111;23123 19 1 19 17 15 1 15 " 1 - - 1 - - 1 ' ' I ' - 1" - 1 - 144' - - - - - , - - ; - - , - - - - - -,- - 1 -1 -J_._J 1 x2.75x.375 314 '2 w u z z X L9 z w J -J J D OPENING WIDTH IN INCHES NOTES: 7. MAXIMUM ALLOWABLE PRESSURE IN PSF_ 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONI Y TWO AnJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TES1 REPORT TL- -2902, 2903 AND 2975 �Opening� Width Opening Width 1070 TECHNOLOGY ORivE PRESSURE CHAR IS Vertical Mull Mott Length 1 Multiple Mulled Units \ \_Qpening width Mutt . Length Horizontal Mull M1 t Lenatb 7 " HEAVY WALL MULLION P.O. BOX 152.7 td040b5, R 34275 NOKOMfS, FL 34274 MULLS Scahz NTS SM.er I pw.�y H . APPROVED AS CCYDIVISICIAITH TN5 SOUTH FLORTA CARLOW COLE 5 a 6 6621 Idol unison Hutu GGGODE COMPionCE OfFl. ACCE ?T)<KE MO. Gr -oI 2 3 - OL Head B. rut= Urown Eer P.J. 004 Er tc I? Oct 4/213./00 1x4x.375 416 Anchors OPENING WIDTH IN INCHES 50 60 70 ; 80 1707170170:170 90 100 110 120 130 160 4 W = z z 0 w -4 X 42 170 170: 170 170 1701170 17070 170170 170',170 48 1/01170 1701170 170;170;1701170 1701170 1701170 170!170 170;170 1701170 1701170 170;170 50.625 170 170 170 170 170'170 170 170 1701170 54 170170 170170 170:170;169170 162 170 158;170 157;170 157070 1271170 157;170 1271170 157;170 60 1701170 1701170 154117011431170 1361170 1311170 128:170 1271170 63 170;170 159 :170 144!1701133!170 s 126 121'170 ! 117;169 1161166 116 165 116`165 1 _ _ 66 72 1701170 154!170 1501170 135117011251170 1171166 1121156 1081150 1061145 105,144 1051144 134 120.165 110 103 116 98 ,127 94 1 120 91 89 !112 88 1 111 79 1 75 1 84 62 ; 62 76 144 j 170 140 128 138 1251 160 121 111 ; 117 112 14011021126 108 99 1 116 98 102 90 92 951 116 92 1 108 83 ; 83 91'1j108 86 1102 83 198 80 69 j 69 81195 78 1 87 66 166 78 87 77 1 77 83 1 93 73 j 73 84 90'112,112 95195 82182 74174 67167 62162 58158 54154 52152 48148 96 92 1 92 78 17R 67 ` 67 60 ' 63 54 1 54 50 1 50 4/ 44 1 44 42 ' 42 38 ; 38 108 64 j 64 54 154 50 1 5 4714/ 42 1 42 37 ; 37 34 134 32 132 30130 28 128 25 , 25 111 59 1 59 43 1 43 38 17 17 34 15;15 31 1 31 - - 29 27 127 26 26 23 144 27 22 ;22 110 i 19 1x2.75x.650 OPENING WIDTH IN INCHES 3/4 Anchors 50 60 70 80 90 100 110 120 130 160 42 170170 170;170 170',170 170 170 1701170 170!170 170170 1701170 170;170 a s ,, r- 48 170,170 160;170 148 1411161 138,158 137,157 137.157 137,157 170,157 170:157 50.625 166 1481 169 1361 156 129' 148 125 1231 141 123'141 123 154 123! 141 in 54 1511170 135;155 124;142 1161133 1121128 109;125 108;124 1081124 1081 108;124 x 60 1331152 1171134 106112.2 999 1113 94 1107 90 1103 881101 88 1100 88 1100 881100 V — z 63 1 25a 143 110;126 99 ;114 92 1105 87 199 83 1 95 81 ' 93 80 1 91 80 80 z 66 118:135 1031118 931107 86 197 81 190 77 , 85 75 182 73 180 73 t 79 731 79 x 72 106? 108 92 ' 92 81 181 73 173 67 ! 67 63 ! 63 60 :60 58 I 58 56 1 56 56 156 t7 76 91 91 77 j 77 68168 61161 56 ; 56 52 i 52 49 j 49 47 147 46 146 45 145 w 78 84 1 84 71 1 71 63 56 156 51 151 48 148 45145 43 4 2142 40140 J 84 67 167 57 1 57 50 150 44 j 44 40 ; 40 37 1 37 35135 33 ; 33 32 , T 3- 30 90 54154 46146 401 40 36136 32132 30 28128 26126 25125 23123 96 44 1 44 38 33 1 33 29 1 29 26 T 26 24 ! 24 23 j3 21 21 20 1 20 18118 108 31 , 31 26 1 26 23 23 20 , 20 18118 17 , 17 15 , 15 - 1 - - 1 - - i - 111 29! 29 24!24 21121 18!18 17!17 15115 " 1 " ' 1 - - 1 - - 1— 144 - 1 — I I I 1 i l ! 1 h NO1tS_ I.MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 15 BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET /. 3. REFERENCE TEST REPORT F1L -2902, 2903 AND 29/5 INDUSTRIES s /v /w .L��e er p 1070 TECHNOLOGY DRIVE /7 /L NOKDWS. rL 34275 r R..sd 1 ' rate: Drown Or P.J.P. P.O. BOX ■529 nnXOWS. FL 34274 Vertical Mull L_Ope,in Width Mull Length Horizontal Mull Opening Width u+utl ' - Length Multiple Mulled Units \Opening Width 541n44/Uodd: MU! t S Mull Length I axr. PRESSURE CHARTS 044 By. rot*: 1R.rswt: Ode 4/28/00 1 " HEAVY WALL MULLION Sco14: Steer: 1011. 1q No. APPROVED AscOVPLxu G WM THE SOU T14 P.ORICA BOUM CODE ;,AT € JUN 8 2Qgl BY ovsor BUILDING CCOE COMPLIPACE CFFlCE ACCEPTANCE NO C7 -O 3 t3 0x NTS 6 a 6 1 6621 Sears Siding & Windows License No. CB CO39161 P.O. Box 522290 4 Longwood, FL 32752 -2290 Name: L U w l A Phone: Res( 5) 7r0 -1(‘O Bus. .Of) 9/) - /33s Address: X33 NC 9 /s Sr r -- Cit /tl/)M/ J f _ p 3/38 Si Zi I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Siding & Windows hereinafter referred to as "Contractor ", to furnish, deliver, and arrange for installation of all materials necessary to improve the premises located at: (Street) According to the following specifications: 0 Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) ® Prepare openings as necessary to receive replacement units. CV itio finish work other than normal installation is to be done unless otherwise noted below.) Install Sears /7 LO �,v ✓,� Windows in openings described below to the following specifications: Color: ¥ White ❑ Beige ❑ White /Light Woodgrain Type: ❑ DH fj9 SH ) 4 2 -LR ❑ 3 -LR Oty_ Oty_ . Oty S Qty Grids' Ft - Rev won 0 ACC ED BY: Se4'rs Siding & Windows Glass: ❑ Clear ❑ Bronze ❑ Low Ez /Argon Gray --8 SUBMMI ED : entative Date SEARS Phone #: Siding &Windows Job No. : Replacement Windows ❑ White /Dark Woodgrain ❑ Other ❑ Other City Qty 0 r — ❑ Other ❑ Other Qty City Date ;i4.PW Oty;. 0 ❑ OBS rh ❑ OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Warranty: Manufacturer's Warranty sent upon k completion. ' �. 4. Existing units NOT to be replaced: / fC} cA- UJiy ( ;4 (City) Top ❑ Full 0 Bottom 0 Screens: CHECK IF OTHER THAN FIBERGLASS: (On Sashes Only) ❑ Alum ❑ Solar ,te 5. Special instructions: / W tr , U an (C }} nr r c St/,,, rFP- s 6. Clean up job related debris and provide necessary permits and insurance. 7. Allow approximately 3-6 weeks for installation. NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and agreements must be set forth In writing in this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is Down Payment Balance Payable Terms: Credit 13 (Subject to the approval of the Credit Department) Cash (Final Payment payable to Installer upon completion) Funded by: Bank City St. Acct # 10% Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year. If this is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Siding & Windows to verify and review my /our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or errors. IN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this . 1'rb day of 20(1 ( and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this right. Signature affixed below acts as receipt that Purchaser(s) received separate cancellation forms. Purchaser Purchaser `,0 N7- M9 /6ot (State) (Zip) Ix I $ /1-35 $ G 391 I -- $ 6o oo ) g PGA( Date Bevel Col Sculp Col Flat Diamond Clear White Tan Wd Grain Brass Sears Siding & Windows License No. CB CO39161 P.O. Box 522290 4 Longwood, FL 32752 -2290 Name: L U w l A Phone: Res( 5) 7r0 -1(‘O Bus. .Of) 9/) - /33s Address: X33 NC 9 /s Sr r -- Cit /tl/)M/ J f _ p 3/38 Si Zi I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Siding & Windows hereinafter referred to as "Contractor ", to furnish, deliver, and arrange for installation of all materials necessary to improve the premises located at: (Street) According to the following specifications: 0 Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) ® Prepare openings as necessary to receive replacement units. CV itio finish work other than normal installation is to be done unless otherwise noted below.) Install Sears /7 LO �,v ✓,� Windows in openings described below to the following specifications: Color: ¥ White ❑ Beige ❑ White /Light Woodgrain Type: ❑ DH fj9 SH ) 4 2 -LR ❑ 3 -LR Oty_ Oty_ . Oty S Qty Grids' Ft - Rev won 0 ACC ED BY: Se4'rs Siding & Windows Glass: ❑ Clear ❑ Bronze ❑ Low Ez /Argon Gray --8 SUBMMI ED : entative Date SEARS Phone #: Siding &Windows Job No. : Replacement Windows ❑ White /Dark Woodgrain ❑ Other ❑ Other City Qty 0 r — ❑ Other ❑ Other Qty City Date ;i4.PW Oty;. 0 ❑ OBS rh ❑ OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Warranty: Manufacturer's Warranty sent upon k completion. ' �. 4. Existing units NOT to be replaced: / fC} cA- UJiy ( ;4 (City) Top ❑ Full 0 Bottom 0 Screens: CHECK IF OTHER THAN FIBERGLASS: (On Sashes Only) ❑ Alum ❑ Solar ,te 5. Special instructions: / W tr , U an (C }} nr r c St/,,, rFP- s 6. Clean up job related debris and provide necessary permits and insurance. 7. Allow approximately 3-6 weeks for installation. NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and agreements must be set forth In writing in this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is Down Payment Balance Payable Terms: Credit 13 (Subject to the approval of the Credit Department) Cash (Final Payment payable to Installer upon completion) Funded by: Bank City St. Acct # 10% Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year. If this is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a part hereof. I/We the undersigned are hereby authorizing Sears Siding & Windows to verify and review my /our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or errors. IN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this . 1'rb day of 20(1 ( and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this right. Signature affixed below acts as receipt that Purchaser(s) received separate cancellation forms. Purchaser Purchaser `,0 N7- M9 /6ot (State) (Zip) Ix I $ /1-35 $ G 391 I -- $ 6o oo ) g PGA( Date RETAIL PRICE DISCOUNT $1,500.00 - $2,499.00 5% $2,500.00 - $12,999.00 10% $13,000 - $22,999.00 15% $23,000.00 - $27,999.00 20% $28,000.00 & Up 25% ITEM MODEL COLOR U.I. GLASS SCREEN GRID MISC. $ AMOUNT 1 S4 wl+>7r AA, 74 2 sii I I 6VJ' 3 a nti 1 oY7 4 P 49f 5 ,21...(t. roy7 t/4/ 6 Pk, 7 SH 6y8 8 Sy 7I5 9 d 1.2 `/ 97/ 10 1{t 1thvlo6s 696 11 Jj.(L n ^Y 97/ 12 SY OIs s83 13 SH 6/4,7 y 6Y8 14 Sit 0 8 e/r 15 A uL `V G/74,- 9'71 16 17 18 SNV77-gf2) SY96 Total $ /6,N) ' Offer Code: Date: Phone: Customer: City: F2 -Rev. 11/00 ENTER WIDTH & HEIGHT FOR EACH UNIT TO BE REPLACED AND ENTER CORRESPONDING NUMBER LEFT WD HT 19 d-6 /9 X so 19 X 38 7Y X So x x Series AA PA/ N 4 h1 4 1 0/0 / (3or) 756 —fy6 v 1%oe F2- lAMl SHvaer3 V OFFICE USE ONLY RATE: SALES MANAGER APPROVAL SEAM Siding & Windows WINDOW PROPOSAL WORKSHEET WD HT Sales Rep: Lead No.: WD HT WD HT I #I l# I #I I# I # II # WD HT BACK FRONT WD HT WD HT # I 37 x So # 3 x 431#151 Sd X # J /5 xs3l #IyI 58 x # x For second story - use additional worksheet SPECIAL INSTRUCTIONS NOT hA (, AN IZ ,L OP tkv) . Volume Savings /J % ($ •• ,z,s I y SUBTOTAL Other / I X' e 1/0 ($ I.V.D. (Co pon ($ eool: Poi; - 7.2Yd' /994oL TOTAL. SEARS SIDING & WINDOWS License No. CB CO39161 P.O. Box 522290 • Longwood, FL 32752 -2290 RIGHT WD HT 7 ti X So 37 X �G 7 '(X& o x x x MODEL PD Patio Door DH Double Hung SH Single Hung 2LR Two -Lite Roller EV Three -Lite Roller PW Picture CR Casement Right CL Casement Left AWN Awning COLOR: White Tan LWG Light Woodqrain DWG Dark Woodqrain GLASS: CLE Clear LOW/W Low E/Argon E2 Low E/Square GRAY Gray Tint BRZ Bronze OBS Obscure OBSBOT Obs. Bottom AZUR Azurlite KEEP Keepsafe TEMP Temaered GRIDS: CF Colonial Full CT Colonial Top DF Diamond Full DT Diamond Top SCULP Sculptured BEVEL BevelCut SCREENS: FULL SOLAR MISCELLANEOUS MULL Mullions CAP Cap Facing XL Extra Labor Prep Opening Prep /A,397 .1 4 5 I STY op) I ..FwaVLA Ida?) _ 91 r-adcr—i • :'Floor to sill "Window size DADE COUNTY - ELEVATIONS BACK s-- -1 v *Top of Window to Roof *Fioor to Roof v1 RIGHT r Z / , AUG -15 -2001 WED 12:18 PM Parcel I lentificatioa No.; 1 t 3 4 o ff, 6 13 3)?- Subject to: Page 1 of 2 Warranty Geed WARRANTY DEED 'Phis Warranty Deal executed July ?, 2001 by ' CHARI,I;S E. MVIORGANS'1'ERN, A SINGLE MAN & JEANETTE ALONSO, A SINGLE WOMAN � whose post office address is; _ 5� /Q /3/ ,5 „ / V (VLj , • party oldie first part and hcrcinallcr referred to as the g a tor; to EDWIN LOPEZ whose post office address is; 1 33 N -r "r ti _ LAM I S'f E,_ r7.4 )) 7.4 33 ! 3 6. party of the second part and hereinafter referred to as the grantee. (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, Icga1 representatives and assigns of individuals). FAX NO. WIU. CALL BRIAN D. SMITH, ESQ, SUITE 372, alt) LINCOLN ROAD MIAMI BEACH, FLORIDA 33139 WLTNEwSSE'I'II: nut the grantor, for and in consideration of the sum of $10.00 and other good and valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, remises, releases, conveys and confirms unto the grantee, all that certain land situate and lying in MIAMI -DADE County, Florida, to wit: The East 112 of Lot 18 and all of Lot 19 in Block 24 of SECTION ONE OF MIAMI SHORES, AS AMENDED, according to the Plat thereof, as recorded In Plat Book 10, at Page 70 of the Public Records of MIAMI -DADE County, Florida. 1) Taxis for ilte year 2001, sad subsequent years, 2) Restrictions, conditions, limitations and easements of record, if any. 3) Zoning ordinances and other restrictions and prohibition imposed by applicable governmental authorities. P. 02 TOGILTIIER with all the tenements, hcreditaments, appurtenances thereto belonging or in anywise appertaining. '1'O HAVE AND TO HOLD, t]tc same in fee Simple forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in foe simple; that fire grantor has good right and lawful authority to sell and convoy said land; that the grantor hereby fully warrants the title to said land and will defend the sane against the lawful claims of all persons whomsoever; and that said lund is frce•of" all encutnbrances, exetprt taxes accruing subsequent to December 3I, 2000. AUG -15 -2001 WED 12:19 PM IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in preset tee Dins: Witness #1 Signature 1 i7• )7'7'1 Witness #1 Print Na e ituess /2 Signature Witness #2 Print Name srov. Of FLORIDA COUNTY OF MIAMI -DADE I hereby Certify that on .My )( , 2001 , before me. an officer July authorized in the State aforesaid and in the County aforomid to take acknowledgments, personally appfaced 0 E. MORGANSTERN, A SINGLE MAN dr JEANI;'(TE ALONSO, A SINGLE WOMAN identified by 1— (r (' or personally known by me 10 he the persons) described in and who cxewulcd the foregoing instrument and who aeknnwledgcd before me tha he /they exeeutcd the same. Page 2 of 2 Warr:.uuy Decd taY p h OFFICIAL HOTMYS SAL. } �P ' ROXANNA EVADES 7i n c°."4"5" 1 4 CC79691 ES v kr my s z P op OP FAX MO. CHARLES 1L. MORGANS JEAN TTE ALONSO AAA 01 Public State of Florida Prepared 13y: Leslie Fernandez, Garcia & 13aloyra, 2665 So. 13ayshore Dr., Suite 200, Miami, 33131 P. 03