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818 NE 92 St (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE - Date to ° o- /OJob Address '1 g C S Tax Folio Legal Description Historically Designated: 6oz _r Owner/Lessee / Tenant ®o V Y � Owner's Address -f t5 4Y6" d S f r� � Sizo res Contracting Qualifier / ,4y 67 e) s SS# ) - Phon ( iV i tc 114 State # otary as to /ma. Address C i y w ' FEES: PERMIT i RADON ddd � `•� Municipal # Competency # C�� �,� �� % Ins. Co. Address Architect/Engineer Bonding Company Mortgagor Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 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. President Date oo_ 8 My Commission E* • iresott= ° aivt r'' I�'", 1: 9 N I 'Ai APPROVED: Zoning Building Mechanical Plumbing C. C.F. NOTARY 6 BOND Yes No Master Permit # q (4 3 a Phone X 30 < S 7 y 6t Electrical Signature• - s. actor or v er - tsui i tar as to Contrac " o My Commission Expires: Date 3- ,2 2g -off © f Ider Date TOTAL DUE 3 r7 �k �� Engineering _ SAM- • AMT. PAID BALANCE DUE CHECK MONEY ORDER nECEOPT RECEIVED FROM ADDRESS HOW PAID CASH DOLLARS ©. 3402 tze 1200 1 6v6Z /46 F5 V2E 81 g NE 92 sr p.,oil 6x4 i/ /444poem CD■f1IgNrS 5T;2vavi2 // 2.1 pit /Q ST� MR, coal/VA/ (5G _,) Now 5Aiv4vA/ o,t/ Pc4 / Hew ris eseve l NOW oo w eiAso /A' la •)c /S ri rb rie *0.400.4 A3etoto , See AV erg 44. 5&<-7 iv 4r CsArm-re rat "4 a : Has o v r&7 /(,5/,4J Fo2G /trz, avow 5oecvA/ ON 50r4 : Aucuo2 577Z4 PS 5 , F T y P / c o g c ,'J 7 S /aT G MP 00 P4G6 4No 64P/4G6 GUAe, ' crycrio /J' . : P/tooucr .9-PPRov4 . S talcs. i3E So A// TtCh I�GGK : GC� P /NS /-/ aC)vS2 O, Comr1L4GTV2 ,QT T /NF DF /0u2c,,6416 • 4 Alba) /cif v /OEI W /rif ,wr /iovo c)41V46,2 • 0 ro z-/Fr 5 woo 1 /)esc* /76 -2!1, 5 .A Cerorree barn v &I P4GE - Se-7 *AC IG Q p-2pvr 5es T SACK IS 2 - /O 5 G6 Mo R&- Th'44t/ 7 2 t 0" Qc t /■c60 If Pe•sAl ti 64-24 6e ® C - x / S r . A r I ASS- 4 Q $ / V G - ) 4 7 3 1 1 ,/vvW 4v1PW P/7 h'Ei // 7 g.A,p r0 /1•4714 GX /S77/ 5615; G 6 B 6G. L J IV JM I V1 .'7J f 1'1 GJ 1 RGLLM PLANS EXAMINATION SEEN JOB SITE: Radr- ju_0 ° '/8 Ng 9 TYPE OP REVIEW: ilr • CODE SECTION 1 MJVRMMt.G �{ 1 L4 SIO�b1L`J' 61 3 PAGE wCAIICti COMMENTS 556403 /zriely c,l ree. rr741- side of SH• 24 wind "so Mu/ 7. el `"n- Nork 4 cirri w alls 4 be dewaded Iv ex Ye .'s . 0 All n-/ urQ.11s re u r e Lie• ;3. 4ti424 re ;41 ® 5/04u raMei ; si'rats ®5&v I r& d d A p p' o-t/4s A-t - Po a r, zu;viotektAr, 5{v r n plc® 4, arm 4 1i‘ a )A,o1.eL to ff 4 x d- s ie rs {v preve upti • DATE: /o/,5 /1! BY: set bm.c11 S iJsT be rcel o *tv *t Mt itsetst1n3 QccrborT r oof cod new a renston vi uc b e- p lic k e d r'ooP +A le 15 ra .tc.h Alctstk r�� X 4-T P . 01 / gd KIAMI SHORES VILLAGE EUILD:NG AND ZONING DaDA.9. = 10050 N. E. and AVENUE ?i. (305) 795 -2204 FAX: (305) 75i -8972 WILDING PERMIT/CONTRACTORS REGISTRATION CNEOKLIST Copy of STATE OF FLORIDA CERTIFICPiTION (DPBR) or STATE REGISTRATION AND DADE OOJNTY COMPETENCY LICENSE Copy of current OCCUPATIONAL LICENSE from coun or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BC:4 -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be cn plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed "' *as (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windo , exterior/garage-doors, aluminum carports, screen enclosures, otters ' awnings, skylights, french doors and etc. 4 StA-\ Approvals from HRS, npaci Fee Section, Fire Department & Health Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee tiJ 17Sd, - Flood Elevation JOB SITE: Rap " 3/' rJk. 9t S/' DATE: / TYPE OF REVIEW: SPInLel. BY: 2744 CODE SECTION PAGE LOCATION COMMENTS 2704.2 PLANS EXAMINATION SHEET �G�ed - ,5 A rM.- cod' ree a rrt9ki k S id e ®� 126 44t:de-el eX-ij; 7 ,'s . /I1 Baas re �Q �3 ore.,A4 e-a .5i4 h 4 Pre dg e/ ,- pp ro s Dao (1.) ;v1, to ; 5 r Peels • ' . 4 - t , 4 sC 4- 5 lee176rs preE1ecc!- • .s ` E`„ ' PRODUCT CONTROL NOTICE OF ACCEPTANCE New Age Windows & Doors Corp. • • 6960 N.W. 74 Street Miami • • FL 33166 Approved:04 /11/96 METROPOLITAN DARE COUNTY; FLORIC =. METRO -DADE FLAGLER BUILDI.N 3 BUILDING CODE COMPLIANCE OFFiC E SUITE 16:5 METRO DADE FLAGLER BUILO1N 140 WEST FLAGLER STREa MIAMI. FLORIDA 33130 -1Z: (305) 375.2�c FAX (305) 375 -23; 3 INTERNET: mdcc010shadow.r. PRODUCT CONTROL SEC T IC N (305) 375 -25C 2 FAX (305) 372 -62: Your application for Product Approval o Aluminum Swing. Out Door. - • ur Dade County .Code ggverning the use of Alternate Materials and • Types of Construction, and completely described: in the plans; specifications and calculations as subtr i a :.1 by: Applicant, for listing see Section 8 of this Notice. ofAcceplace. has been Tecommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth oa 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 suchlproduct or material immediately. 1 = applicant shall re- evaluate this product or material should any ammendments to the South Florida Builci 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 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.:95- 0330.9 • Expircs:04/11/99 Rau ' • d guez Product Control Supervisor THIS IS THE COVERSHEET,- SEE ADDITIONAL: PAGES FOR SPECIFIC AND GENERA L. CONDITIONS-4: ' BUILDING CODECOMMITTEE 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 :Floridaunder the conditions set forth above.- ; . •1 4 anger, - .r - Director Building Code Contplia .cc. Dept. Metropolitan Dade County "•qt�w A.,,?-Windows and Doors ACCEPTANCE No.: 95- 0330.09 APPROVED • : APR 1 1 1996 EXPIRES : APR 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum swing door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: "Double French Colonial" Outswing Aluminum Entrance Doors. 1.3 Overall Size- 5' - 11" wide by 8'- 1/8" high x 4" deep._ 1.4 Configuration; XX _ 1.5 No. & Size of Panels: Two; one active and one inactive, 34-%" wide by 94" high, each. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Aluminum alloy 6063-T5 and 6063-T6. 2.2.Glazing: • 2.2.1 Glazing Material: Single lite, 9/16" laminated glass using two lights of 3/16" annealed glass. 2.2.2 Glazing Method: Interior glazed using a white colored adhesive bedding compound and an extruded aluminum glazing bead, secured with No. 10 by' /." sheet metal screws, two per . horizontal side and five per vertical side. 2.2.3 Daylight Opening Size: 25.25" x 84.75" high, each panel_ 2.3 Frame construction; 2.3.1 Header A 1" face x 4.0" deep x 0.060" wall thickness extruded aluminum with one 1/2" x 0.135" built -in door stop. . 2.3.2 Thresholds Panic threshold is 4" wide x 150 10.75" x 0.062" wall thickness aluminum extrusion used at the sill. 2.3.3 Jamb: A face x 4.0" deep x .062" wall thickness extruded aluminum with oae 1/2" x 0.14" built -in door stop. 2.3.4 Corner Construction: C9mers are butt joined, frame corners secured with two #10 x 1" sheet metal screws.'. . 2.4 Panel Construction: •. -_ 2.4.1 Stile Consists of a 4.625" x 1187" x 0.093" wall thickness extruded aluminum, hollow with a.0.655" x 0.50" x 0.093" wall thickness extruded aluminum glass stop. 2.4.2 Corner Construction: Panel corners butted and••autached using corner key and one 3/8" threaded rod in top and bottom rails, full length, secured with one 3/8" nut at each end. - Man f:tl Perez, P.E.Pl aminer II Product Control Division ` A e Windows and Doora NOTICE OF ACCFPTANCF: 2.5 Weatherstripping,; . Quantity Description 2.5.1 Single Row Vinyl bulb 2.6 Hardware: Quantity -Description :. ,, • • 2.6.1 One Standard throw deadbolt lock, keyoperated on exterior and thumbtum on operated on interior. Kwikset;. grade 3. Latch lock w /lever handle Kwikset, grade 3. Dummy lever handle 2.6.2 One 2.6.3 One 2.6.4 Two 2.6.5 Three • 2:6.6 Two 2.7 Wcepholes: None 2.8 Muntins: None 2.9 Reinforcement; None . Manually operated, concealed throw bolt, Kwikset 6 -3/8" long butt hinge Surface mounted door stop/ weatherstrip adapter - secured with six•No. 6 x'/:' S.M.S. 2.10 Sealants & Pads: White and clear colored sealant at frame corners, perimeter of each:Ieverhandle and'thfow bolt plates, and perimeter of concealed th bolt operators. One Yz x W' x 4" long open cell foam pad in frame sill at midspan. - . . ; :; 3. LIMITATIONS 3:1 This approval applies to single unit applications of pail of doors and single door only, as shown. in Section 10. Single door units shall include all components described in the active leaf of this approval. 3.2 Units with dimensions equal to or smaller than those shown in Section 13 shall qualify under this approval. 3.3 For Design Pressure . Rating see Section 7. . 3.4 This•door system does not comply with the means of egress requirements. • . -2a- ACCEPTANCE No.: 95- 0330.09 • APPROVED : APR 1 1 1996 APR 1 1 1999 EXPIRES SPECIFIC CONDITIONS • • Location At applied weatherstrip adapter on each panel lock stile, frame head, each frame jamb and sill threshold. Location At active panel lock stile, 45 -Y=" from bottom. At active panel lock stile, 40" from bottom. Atinactive panel lock stile, 40" from bouom. At top and bottom of each panel lock stile. _At each panel jamb stile, t I -/" from each end and one at midspan. At each panel lock stile.' Manuel Pe ez, P.E.Plans EJiner I1 Product Control Division '''.' j�e ;vim &P Windows and Diors 4. INSTALLATION 4.1 Screws and Method of'Attachmeai _ SILL #i0 x 3 ":FH�S;MIS�`located 5 =` /� " from m corners and 19' o.c., HEAD : #10 x 3" FH SMS:located 5 -A " fro JAMBS : #10 x 3" FH SMS,located 5 -` / :" from corners and 1r o.c., maximum. LQtC Please see note #1.1 .8,443 4.2 Attachments of sub -buel s shall be designed by the Architect or Engineer of Records and must be in compliance with the South FI rid.a Building Code• lance and must be made of stainless stetl or have 4.3 Fasteners must have their own Notice of Acceptance metals not considered adequate protection against corrosion, per DIN 50018. Aluminum contacting compatible shall be properly. protected. s . ACCEPTANCE No.: APPROVED APR 1 1 1996 EXPIRES : APR 1 1 1999 1 11 1 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's aacne or logo, city, state and following statement: "Dade County Product Control Approved ' 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6:1.2 Completely 'dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.2 The Building Official shall cnsure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. - 6.3 Note : The installation of this unit 1Yi 1 require a hurricane protective system. -2b- ; 2b- : ner 11 Manuel ' er z, P.E.PIans Exa Product Control Division - TEST TEST LOADS DESIGN LOADS AIR INFILTRATION cQ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT 0.23 CFM/FT FTL -1013 UNIFORM STATIC PRESSURE DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Seconds _ +39.8 PSF FT1 -1013 +39.8 PSF - FTL -1013 UNIFORM STATIC PRESSURE DESIGN LOAD . . SFBC PA 202 -94 NEGATIVE 30 Seconds'' -52.7 PSF FTL -1013 - -52.7 PSF FTL -1013 WATER RESISTANCE (PSF) SFBC PA 202 -94 +651 PSF FTL -1013 +43.4 PSF - FTL -1013 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 .POSITIVE 30 Seconds +65.1 PSF . FTL -1013 - +43.4 PSF FTL -1013 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE ' 30 Seconds - 86.IPSF FTL -1013 -57.4 PSF FTL -1013 - FORCED - ENTRY RESISTANCE (FER) • - SFBC 3603.2(b)(5) & SFBC PA 202 -94 SATISFACTORY • FTL -1013- - . Design Pressure Rating (Positive) . +39.8 PSF . Design Pressure Rating (Negative) -52.7 PSF L A .Windows and Doors ACCEPTANCE No.: 95- 0330.09 NOTICE OF ACCFPTANCE: SPECIFIC CONDITIONS RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: . • 8.1.1 Test reports one 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry. Test, per SFBC 3603 and PA 202 -94: . along with installation diagram of an aluminum out=swinging storefront door prepared liy Fenestration Testing Laboratory, Inc. No. FA-1013;4d Oitober 31,- 1995, signed and sealed by Yamil G. KWI,:P.E. 8.2 • Drawings: - 8.2.1 Mahu€acturer's;die drawings and sections. • -2c - APPROVED : APR 1 1 1996 EXPIRES : APR 1 1 NH 9.9 t Manu 1 Perez, P.E.Plans Product Control Division miner 11 •tN Windows and Doors ACCEPTANCE • : 95 - n 710 ,n 9 • APPROVED APR 1 I 19 -EXPIRES APR 1 1 19(j9 . NOTICE OF ACCEPTANCE: SPFCIFTC,SOND N • 9.. COKPARATIVE:AyA=SIS: N/A 10. iYPICA.L • s. Maw °.eze.: .E.Plaas E. j-... t[ Pr 'or... Division 2d EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10.1 TYPICAL qggi.gs gloss Vertical Goss Section • • ry ACCEPTANCE No.: 9i- n3 APPROVED • APR 1 1 1996 "APR 1 19.99 Horizontal Cross Section // Manua P z. P.E.Ptans E iner I I Product Control Division ": • NCYY \QE CORP. 8-5-96 s*iN,p = OUT DOO C9M?Alla4g ANTAISIS CHART 1 ; 3 4S4D 0401.: 1013 (0 Zt' Z 17 ;;;172 ■.r 9e*-;•242AF*(NOMINAL DIMS.) fv.etEsTg--55. = -441 RSF • • = 39I8 -52.7 PSF =DIUZRATION rEEST = 6.5 ?SF Jkl*F • ••• r • , . • XJ;;.!..?", •.; . • " :•;; - 50:0:R"'"1: 2 !AWOL7IID.E.Sr.G6V.LOAD — PSP .17161.017117 ., . • . 6/8 • 2/4 2/8 • 3/0 2/Q 2/4 2/8 • 3/0 7/0 • 61.4 53.7 47..8 • '5t2 • - 68! 455 :94.9 -.`•81.3 -71.1 • 63.2 90.3 .66,2 67.8 77.4 -60.2 597 -79.1 67;8 593 .39:0 • - 527 NA:W s . o�R LOG< • CCILT •-•? • HCICAI I —e -4 ./ % • NCB VIDI . • LOCI( SOU • • '2 LEAF - - . . • AY AL-FRAN:1%i CORPORAT1oN• r, Liapp ANY)56.14 • - „ • .• . PK:MAO • - • NOTE.t WHERE WATER iNsurs.Anott TEST 1$ REQUIRED LIMIT ::thailUORLOAD TO +43.1 PSF • ANC•ORSTO BE CHECKED - SEPARATELY DOOR AND PANEL DIMENSIONS - ARE NOMINAL • • .••• • . - . • • I LEAF VXA eCtI AUG 6 1996 - NCw A Os�� lo! },r. .n,d Pnnri NOT1CF OF ACCEPTANCF: STANDARD CONn1TTONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including. test supporting data, engineering documents, are no older than tight (8) years. • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the follow is statement: "Dade County Product Control Approvar,.or as Specifically stated in the specific conditions of this Acceptance. 3. Renewals of Accoptance:wili not be considered if: - .a)There has been a change in•the South.Florida Building Code affecting the,.:2luation of this product and the product is not ia.compliance with the code changes: b)Thc product•is no longer the same product (identical) as the one originally approved; c) lithe 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 praagoing the engineering professioa. 4. Any revision or change in the materials, use, and/or- wanufacture ofthe product or process shall automatically be cause for termination of this Acceptance, unless prior wriltea 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 ofthis 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 Dade County, Florida, and followed by the expiration date may displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be donc in its entirety. 7. A copy of this Acceptance as well as approved,drawwgs and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be availabk for inspection at the job site at. all time. The copies need not be resealed by the engineer. • = = • - - 8. Failure to comply with any section of ihisAeceptaaee shall be cause for tenaination and removal of Acceptance. 9. ' This Acceptance contaigs,pages 1, 2, 2(a) through 2(e) and this last page 3. Jtems 10. 1 1 & 12 listed aze't! products and door= 10. Unless specifically indicated in the Acceptance (approval); this trait is approved as a single unit installation_ Far multiple installatidn of this unit, a separate Acceptance for mullions is required from the Product. Control. Section. ... '` ^' e . • 11. The spacing of fasteners at window, sills shall be as tatted. The.spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The•fust fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plasiic'shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testi • 12. Hardware for all windows and doors shall conform io Security and Forced.Entry Prevention. Chapte ' f the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No .• 9 - nvvn 4Q APPROVED : APR 1 - -1 .1996 EXPIRES APR 1 1 l g g q Manual ° rcz, P.E., Plans Product Control Division incr 11 vai March 03, 1999 Date Name Building Official Metro —Dade Building Dept. Name of Municipality 140 West Flagler Street Suite#1603 Address Miami, Fl 33130 City, State, Zip RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 96- 0606.05 . This letter authorizes Alfredo Rodriguez to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 96- 0606.05 to be used at the following job: SinEerely, \4uthoriz d Signature fr Alfredo Rodriguez Name Of Owner 818 N.E. 92nd Street Jobsite Address Miama Shores, Fl 33138 JIM HORTON. VICE PRESIDENT Print Name and Title Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive • P. O. Box 26347 Jacksonville, Florida 32218 1 (800) 874 -0335 • (904) 757 -4200 Notice of Acceptance Holder FORM #180 -04 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 96- 20GA01, Sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 96- 0606.05 Expires:10 /10/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC 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 be used in Dade County, Florida under the conditions set forth above. Approved: 10 /10/96 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdc:01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod Il guez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96 - 0606.05 1. DESCRIPTION 1.1 APPROVED : OCT 1 0 1996 OCT 1 0 1999 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved Drawing number 96- 20GA01, Sheet 1 of 2 , using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A653 Grade 37, (Fy = 37 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming 1.375" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape - header, 2.0" x 2.0" x .125" studded angle. 2.4 Tested specimen: Dimensions: 54.5" wide x 86" long overall - 3 specimen for impact and cyclic load 56.25" wide x 68" long overall - 1 specimen for impact and cyclic load 54.5" wide x 86" long overall - 1 specimen for wind load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating of 71.5 & - 55.0 PSF and a Maximum Panel Span/Height of 7' -2" or (86 "); Detail A- Wall Mount (Direct Mount System), Detail B - Header / Studded Angle Mount System, Detail C & E - Studded Angle / Top & Bottom Mount, as shown on, Drawing number 96- 20GA01, Sheet 2 of 2. 3.2 Minimum separation to existing glass to protect shall be 2 5/8" as shown on Drawing number 96- 20GA01. Sheet 2 of 2. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . Manue Perez, P.E. - Plans • finer II Product Control Division ' `Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 0 1996 OCT 1 0 1999 4. INSTALLATION 4.1 The panels shall be installed only in the following condition (all installations shall include 1/4" x 1" sidewalk bolt w /steel spring nut at midspan to secure each lap joint): 4.1.1 Direct Wall Mounts: (CONCRETE /MASONRY /WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 2" Elco Panel Mate Masonry Bolt with one 1/4" galv. washer and washered winged nut spaced at 13" o.c. (concrete, masonry or wood) or 1/4 " -20 xl" hex head bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) gr 1/4 " -20 xl" sidewalk bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) Q,r1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) at 1/4 " -20 x 1" wood bushing with 1/4" -20 x 1" sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 20GA01, Sheet 2 of 2, bearing the Dade County Product approval stamp. 4.1.2 Wall Mounts: (CONCRETE /MASONRY/WOOD): The panels are secured to an 'H'- header (Part 2), at the head and attached with any of the fasteners used in section 4.1.1 (A) 9r 1/4" x 2 1/4" Tap Con with Hex head screw , 1 1/2" min. embedment spaced at 6.5" o.c. (concrete or masonry) or 1/4 "4) wood lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head or 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced at 6.5" o.c. (concrete). Studded angle may substitute the 'H'- header using all the anchors approved for the sill studded angle, as shown in detail "C ", Drawing number 96- 20GA01, Sheets 2 of 2. 4.1.3 Built -Out Mounts. (CONCRETE /MASONRY/WOOD FRAMED ): The mounting conditions of sections 4.1.1 and 4.1.2 may be installed on a 2" x 4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud framing which is spaced at 16" o.c. 9r 2" x 6" P.T. wood for stud framing which is spaced at 24" o.c. Anchoring of built -out shall be with 2 1/4" 4) x 4 1/2" Lag Screw spaced at max. 24" o.c. with min. 1 3/4" embedment into center of studs. 4.1.4 Any combination of the above, 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing number 96- 20GA01, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 2a - / i..._422 . .L_ 7 re Man el Perez, P.E. - Plans iner II Product Control Division Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES NQTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 0 1996 OCT 1 0 1999 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bo :s and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approve:: Drawing number 96- 20GA01, Sheets 1 thru 2 of 2, bearing the approval stamp, Notice of .Acceptance number and date by Dade County Product Control Section, clearly marked to sow the components selected for the proposed installation. 6.2 The Building Official shall ensure 11-:e adequacy of shutter to meet the pressure requirements of the opening in which it is to be installed. Man el Perez, P.E. - Plans Product Control Division finer II TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (86" Span) SATISFACTORY CTC 96 -020 Max. 2.375" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +71.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -55.0 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (86" Span) +82.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (86" Span) -107.3 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 Design Pressure Rating (less than 86" Span) +55.0 PSF -71.5 PSF Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 RESULTS: - 2c- APPROVED : OCT 1 0 1996 EXPIRES : OCT 1 0 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: TESTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 Large Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 prepared by Construction Testing Corporation of South Florida, Report No. CTC -96 -020 dated May 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96- 20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, dated 4/17/96 with Revision No. 1, dated 9/6/96, signed and sealed by Dole J. Kelley, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -95. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM- I 113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals Manufacturing of South Florida, Inc., signed and sealed by Dole J. Keller, aeii Man el Perez, P.E. - Plans '' . iner II Product Control Division Southeastern Metals Manufacturing Co. Inc, . ACCEPTANCE NO.: 96- 0606.05 OCT 1 0 1996 : OCT 1 0 1999 APPROVED EXPIRES 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: "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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter the South Florida Building Code. END OF THIS ACCEPTANCE Man • el Perez, P.E. - Plans ' iner 11 Product Control Division .750' .150 1.750 PO90VE - •55 P. S.C. NEGATIVE - -71.5 e.s.c. 1 7/8' 1 7/8 (MP) .375'R .125 - ,.500' 1.991.29 .. e.• opocoleel, dT - .0625' 6 T �26D• SOUTHEASTERN METALS MANUfAC1URING CO. INC. JAO(SONNLLE. FLORIDA Camay DADE COIY PRODUCT CON1ROL APPROVED 15.575' 13 COVERAGE 1/2' 5/8 O.11 Il4 R 44.29 ® TYPICAL 20 GA GALVANIZED PANEL T F 250' X 500" 0/0 CUNCH STUD n T l � `0.090 R •-�-I 1 7/8' © ALUMINUM HEADER CHANNEL DETAIL 1 - 3 1/4' 2.000' © STUD ANGLE 5FNTR64 NOME 1. 1145 SI4UTIG IS DESIGNED IN ACCORDANCE WITH 195E SOUTH 0.00100 9U1101NG CODE. 1994 (041409. AND THE 1194 BROWARD COUNTY EDITION. 2. POSITIVE AND N'CCADVE DESIGN PRESSURE CALCULATIONS 9401 BE PERFORMED IN ACCORDANCE NMI ASCE 7 -06 '14103409 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STOW PANELS SHALL BE Am 20 GAUGE GALVANIZED (0.0356') CONFORMING TO ASON A653 SIRUCTRUAL GRADE 37 MTHA LUN. 77 - 3754. ALU *INU0 EXTRUSIONS SHALL BE 6063 -16. M U.O.N. 5. PRODUCT ARKIN05 SHALL BE 511445 10' Of ONE END OF THE PANEL 0TH DIN. Of ONE MAIWNG PER PANEL AND SHALL BE LABELED AS FOLLOWS: OS. 3. 10 5007 0E1110 -DADE HURRICANE CO 90 M 0700CED PANELS IN SOT04 BOLLS AND SPRING NUTS AT 91O -SPAN SECURED AT EVERT LAP JOINT. B. ALL BOLTS AND WASHERS SHALL BE GALVANIZED 09 STAINLESS STEEL 5110 A NNW. fP - 33 KA 7. MATERIAL SPECIFICATIONS NOTED HERON ARE 1HE 6.ANUFACIURE'S REPRESENTA140N Of NAIEIOALS TO BE USED N PRODUCT Tim*. 6. TOP • BOTTOM DETAILS 940595 MAY BE INTERCHANGED As FIELD 00601100s INDICATE PANELS NAY DE MOUNTED NORIDONTALLY *MORE APPUCABLE. 70 9. THE DUALS AND 500614005 9405N HEREIN REPRESENT THE PR000CIS PROPOSED FOR 34PACT. C*01C AND UNWORN STATIC ARI PRESSURE 1151106 144 ACCORDAKE 01144 OADE 00001* PROTOCOLS PA 201. 10; AND 103. DESIGN IS BASED ON CTC 105T REPORT N0. 10. 54X3410 ALLOWABLE DESIGN LOAD: /8' HOLE (TYP) )1.375' REF. 86' SILL 1 p_Att L. 250' X 500' 5/0 CUNCH STUD +� I , /4'X1' SIDEWALK BOLT 0.125' .125' 1/: • I/2' TAIP -IN 040100. SECURED IN 9A50NAT UNIT 1.000' 2.000' ()PATIO SILL DETAIL 68 SILL 2.50'-11 11- 13.00" -+�-- 13.0' -414- 13.00' -4I 44" SILL I • • • 4 >I; 6.50'-x. 6.50'+6.50' -4 6.50'4 6.50 "y1 6 ANCHORS 2 HEADER CHANNEL LAYOUT 44 SILL 3 1 /4'�I 1.6 1/231.6 1/201.6 1/2' 6 1/2' 6 1/23 7 /E'er I I � � �� 56 SILL 3 I 4 6 ANCHORS 8 ANCHORS 10 ANCHORS 7/8' X 5/16' SLOT 12 ANCHORS (TYPICAL) HOLE LEGEND • 7/16'0 THRU HOLE • CLINCH STUD 2.00' -.I 1.- 13.00" -} - 13.00" -' - 13.00 -F- 13.00" -.I 56' Sill I • • • • • • • • • • • • • I I+ 6.50'4 6.50 "4 6.50 "4 6.50"4 6.50 "4 6.50'4 6.50'+1 8 ANCHORS 5.50' -41 I+- 13.00" -44-- 13.00' -+-- 13.00' - -.I~ -- 1.6.50 "41.6.50'4 6.50 "+ 6.50'4 6.50'4 6.50'4 6.50'+ 6.50'4 6.50'+1 10 ANCHORS t 4.00' 1-- 13.00 - 4 1-- 13.00"1+ -13.00 -+1+- 13.00" -+ - - 13.00" - 13.00' -+1 86' SILL 1 I.. 6.50 "4 6.50'4 6.50'4 6.50 "4 6.50'4 6.50'4 6.50 6.50 "4 6.50'4 6.50'4 6.50'41 12 ANCHORS STUD ANGLE SILL LAYOUT XL ( II PAW( NUT ^ mcwiul ear I IIIIIII , I�I Note: Reinforced panels with stitch bolts and spriig nut at mid -span secure 8 , at each lap joint. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 10 DAT 114 • .. • sr VONte PRODU •.NTROL DIVISION BUILDING CODE COMMAND; QFFIC ' ACCEPTANCE NO 4A -0666.4 ,W. Gm./ b.N NU* ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) A N TI) 0 STAOCa5C .WO10A T19C •• 00100 CCLOCK •• • 90 I O L u ( 3/1' / • n 1 Rut) 1 ...CDO t /1.02 1 /e TAP COW %DI 001 HG0 S0105 0390 1 n=8111111111> l/2. 1.0). 0000040. I/0-14R1,17.:11/0';'7" 11■•OE 1 /4.02. CLOT ruin DAIS 0-f005T OWIT 501 I 1 /1 GLV. WADI. • 1110=Inlitir. u 13 ss ISA Existing Structure Existing Structure ANGLE TO WALL OFTAII 1/4'x2' T2ce Panel Mots Masonry Bait 03/1 1/4 Cal,. Washer & Woshered Steel Spring Nut 1 01/4./20 Hex Head Boll • .1/4"/20 Tampin Zinc Expansion .Anchor O WALL MOUNT SECTION (D!RECT MOUNT SYSTEM), N.T.S l/4'0 Wood Lag Screw 1 1/2" MN. Embedment 1'x1 Wood Bushing w/1"s1/4' /20 Hex Head Bolt Existing Structure Steel Spring Nut Sidewalk Boll Z PANFI TO ANOIF OFTAII ANrLE TO N1ILQEuaL 1/4" MAX Wood Framing STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME) N. T.S Gloss or Door 1 0.12r e< 2,4o0. - ' Alum. Tube or 2'x4 P.T. Wood for Stud Framing o 16' e.c ds 2'a6' P.T. Woad Stud Framing 0 24 o.c. 1"xl/4720 Hex Head Bolt 1 - x1 /4720 remain Zinc Expansion Anchor 1/4 2 5 /6'--I Steel Spring Nut Sidewalk Bolt 1 Tampin Zino Expansion Anchor � 0 i/4 "X1' D 3dewalk Bolt Z pANFI TO ANGI F ncTAII E0 HEADER / STUDDED ANGLE MOUNT SYSTEM N.T.S 1/4 Wood Log Sue. 1 1/2' MN. Embedment 2 -1/4"0 4 l/ Log Screw 0 24 .0. Mao ./1 3/4 PenetroUon In Center of Studs 'THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) N.T.S Existing Structure MAX 0 0 (.1.11ng Structure ANGIF TO WAII DETAII ANCHOR SCHEDULE (MIN. 2 EDGE DISTANCE) ,ASTTAU WSW. STAOCb 0 WOOD 010101t VMS 1 4.00 /0 20 woo 509000 n /1 IICx H(AO 5013 SS — D,DO I/ • 0 0000 1A0 WON I 1 /e W /q� ., . O � . W,, I ,, D , T , 0 T � u.w 1/o re 0.00 PANR wATC wwswAT DOLT 004 1 / • C.V. 0A9401 • wA9101m *00(0 WT C0/1/S0 WOOD DLn101c I/4 as /20 90041% 5013 2•AaHC 141E as 5.0 13 IS ANCHOR SCHEDULE `MIN. 2 EDGE DISTANCE (00900 SPIOCA 00 00001(79 A0040A r•( 1/: • TArrN • 1 /ere/20 Hot 10(AO DOLT Ss O OE 0/4.02• coxcA(IC cant UPM00C1 ,0){005 1 /4;02 1/• TAI COM HOE 0G0 Can .31 I/2• � ILK mLO0 0 1 /1. .00. (100 DAMS WR ASOHAT COLT 10011 t I/O • CALO. 3002401 • 044000 030000 OJT 03 Il u 1 e Concrete Or� Nab le/ Lxpansion Anchor Steel Spring Nut I/4 "X1" Sidewalk Boll 0 PANE) TO ANCIF DETAII I/ 4'02 1/4 Tapcon w/Hex Head Screw e STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S W400 AV. LAOIC roe •• PMILL 1UICO1 01.1. '000. AVAAADLC (00 0I PAM. MOT. FOR HOLLOW ROIX ODLT TOR If 0.0 SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DZiT .: 35 PROD'JC ' .NTROL DIViSON BUILDING CODE COMPLIANCE OFFICE _ ACCEPTANCE NO % '040'' 4 ") CIL N4.1 On.H1 MunMr Tn1rJ how ./•• SWDfAStEEN ME111.5 MFG. CO. M. 20 GAUGE GN.VAFRED not PAWL 5Y5IEM #1■• 019. "" l l1.1996 ' 8405d. 9`6 20GA01 2of2 .250' .750' 1.750' 1 POSITIVE - +55 NEGATIVE _ -71- .375'R X.s..•Tse _ »c1Tc� d Icside -as - .0625" T .750" 1 .250 1 - .+'c • �. .250 15.575' 13' COVERAGE 6 1/2' 4 5/8' 0.114 R 0 0 0 N 0 0 O I { ALUMINUM - -=ADER CHANNEL DETAIL 3 1/4' 1 44.29' / \ I 12.090 R 1 7/8' h 250' X .500' S/S CUNCH STUD 1 2.000 © STUD ANGLE GENERAL NOTTS 1. THIS SHUTTER IS D•ESIe =2 ti ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 (DITION. AND THE 1994 BR:1b+r CO UNTY EDITION. 2. POSITIVE AND NEC +.T:', :E-TCH PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -88 'MINI8rffr E 054 LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS S .A� 9.E 4ST 20 CAUCE GALVANIZED {0.0156') CONFORMING TO AST4 A651 STRUCTRU AL 37 4THA MIN. Fy = 37KS1. ALUMINUM EXTRUS7A1 BE 6063 -06, U.D.N. 4. PRODUCT MARK1NC5 BE WITHIN 12' OF ONE END OF THE PANEL WITH MIN. OF ONE MARKING PER PANEL AND r. LA3EI.ED AS FOLLOWS: SOUTHER :.s':7 1400..LS 4ANUFACTURING CO., INC. JACKS ON's_ DADE COL". -- = d ='J•CT CONTROL APPROVED 5. 10 MEET METRO- -=•,DE r4F: CANE CODE. REINFORCED PANELS WITH STITCH BOLTS AND SPRING NUTS AT MID-SPAN AT EV'RLY LAP JOINT. 6. ALL BOLTS AND 'at. _S S.' -TALL BE GALVANIZED OR STAINLESS STEEL W1TH A MINIMUM Fy 33 KSI. 7. MATERIAL SPECIFCATIO NOTED HEREIN ARE THE MANUFACTURE'S REPRESENTATION OF MATERIALS TO BE USED IN PROCV -' ,STING_ 8. TOP & BOTTOM C_ A_S S-iOWN MAY BE INTERCHANGED AS FIELD CONDITIONS INDICATE. PANELS MAY BE MOUNTED H013_.D +: WHERE APPUCABLE. 9. 114E DETAILS AND Sr_1,`r.^-ATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC AND UNIFO?U 57 1- AIR PRESSURE TESTING IN ACCORDANCE 'MTH DADE COUNTY PROTOCOLS PA 201, 202. ANG 2t3-- DESIGN IS BASED 0'. D.D.D TEST REPORT NO. 10. MAXDAUM ALLO'vrAa DES:.H LOAD: 5/8' HOLE (TYP) YE- .CAL 20 GA GALVANIZED PANEL .125' 1/4 x 1/2' TAMP -IN ANCHOR SECURED IN MASONRY UNIT 44' SILL 1 • 2.00' -4 r- 13.00" 86" SILL .250' X .500' S/S CUNCH STUD 1 / 'X1' T f SID BOLT I. 1.000' 2.000' - ®PATIO SILL DETAIL 68" SILL 7 / 8 " 56" SILL 11 44" SILL 8 71 _dl 7/ 8' X 5 /16 SLOT (TYPICAL) 0.125' 2.50' -' r 13.00" 't' 13.00' + 13.00 " --A O 0 o t o • 6.50 4 6.50"+-6.50'4 6.50' -o 6 ANCHORS 13.00" 4 13.00" O I .P 1L 11 STEE1. SPRING NUT HEADER CHANNEL LAYOUT 6 ANCHORS 8 ANCHORS 11 ll 10 ANCHORS 12 ANCHORS Note: Reinforced panels with stitch and spring nut at mid -span at each lop joint. 56' SILL I • 0 • • o 0 • o 0 • 0 0 1 4 6.50'4 6.50 "+4 6.50' 4 6.50'4 6.50 6.50 6.50'A 8 ANCHORS HOLE LEGEND O 7/16'o THRU HOLE CLINCH STUD 1.50'- 14-- 13.00" 4- 13.00' + 13.00' -+-- 13.00 --4-- 13.00 " ---' 68" SILL 1 • ° • • • 0 ° • ° • • • 0 • 1E 6.50'4 6.50'+4 6.50 "+ 6.50'4 6.50'4 6.50' -- 6 50'4 6.50 "4 6.50 "A 10 ANCHORS c_ 3 1/4 "- 1 ^1/4 • -20 x 1' SID EWALX BOLT 146 1/2" 6 1/2 6 1/2»6 1/2" 6 1/2 1 1 1 11 bolts secure 4.00'-4 4- 13.00' 13.00" + 13.00' 1t 13.00' e 13.00' + 13.00"-A 86' SILL 1 ° • • • • • • 0 • c 0 • 0 0 0 0 • 4 6.50 6.50 "+4 6.50'+4 6.50'4 6.50'4 6.50' 4 6.50'4 6.50'4 6.50'4 6.50'4 6.50 12 ANCHOFS STUD ANGLE SILL LAYOUT 11 it 6 • • r 44" 56' 68" 86" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT / T .�► d. 19% BY '/_!/.1,1,T1_147 PRODU ' ' INTROL DIVISION • BUILDING CODE COMPLIANCE QFFIC_ ACCEPTANCE NO 9A - 0666.45 40111=1•0111001111•• Note (3) edd.d gale 37 le AS114 A833 ! 144.4 Dre.hO� Numb., Ee4516W Isn5 50U1} ASfIRN MEN-5 MFG. co., INC. 20 GALKZ GN.VANIZEP NORM PANEI.5Y5tEM 1 �'°• A el. e. °' N'RL 1/,1996 3a Not to Scale i* °`��6 - 2oGAO1 ANCHOR SCHEDULE (MIN. 2 EDGE DISTANCE) EASTIN STRUCTURE ANCHOR TYPE FASTENER SPACING ON) 1/4' 0 HEX NMI FAUNAL & 1/4'X1'/20 HEAD COLT SS L3 - I 1/4'X2' CONCRETE DRIVE IIMM/1=1 43 HAIL 14111 EXPANS10N ANCHOR t /4'X2 1/4' TAP CON • 63 1/4 1/4' TAP CON M 1/2' 1H 1 i EDYENT 6.5 14111 HEX HEAD SCREW I/4' { TAMPON h 1/421720 14111 1 1/2' NW. EMBEDMENT HEX HEAD BOLT 5S CONCRETE 6.5 6.1 1/4'X2 ELCO PANE. MATE 1/4 ELM PANEL MATE MNGED NUT MASONRY BOLT 16T1 MASONRY BOLT 11TH ) 1 1/4 CALV, WASHER & 1 1/4' CALV. WASHER k WASHERED 41NCED MIT WASHERED 14HCED NUT Ere: t 11111111• 13 1/4'0 TAMPON & 1 /4X1' 9OEWAIX BOLT (3/4' 0 HEAD) t rl 6s ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) caSTTNG STRUCTURE ANCHOR TYPE FASTENER SPACING' (IN) t /4'0 TAMPON & 1 /4'X1 SIDEWALX BOLT (3/4' 0 HEAD) • IIMM/1=1 43 t /4'X2 1/4' TAP CON WAN HCC HEAD SCREW •• M 1/2' 1H 1 i EDYENT 6.5 HOLLOW I/4' { TAMPON h 1/421720 BLOCX HEX HEAD BOLT 5S EMIND I 6.1 1/4 ELM PANEL MATE MNGED NUT MASONRY BOLT 11TH ) ■MT 41 1 1/4' CALV. WASHER k 1 "X1/4,20 WASHERED 14HCED NUT ANCHOR SCHEDULE (MIN. 2" EDGE DISTANCE) r 1:5131W4 STRUCTURE ANCHOR T1pE A F ASTENER SPACING (ON) 1X1/4720 WOOD BUSHING 1/421'/20 HEX HEAD BOLT SS • LS 1/4" 0 WOOD LAG WITH 1 1/2' MN. 0I4EDMANT C.5 1/4'X2 ELCO PANEL MATE w00o MASONRY BOLT WIN 1 1/4' CALV. WASHER k WASHERED MNGED NUT ) ■MT 41 13 1 "X1/4,20 WOOD BUSING 1/4 X1 / 20 SIDEWALK BOLT G'3 Existing Structure Wood Framing Wood Froming Eristirg Structure 0' C 0 0 U a3 Glass or Door - AA CI E TO WAI 1 DETAIL 1 /<'x2" E)co Panel Mote Masonry Bolt w/1 1/4" Gal./. Washer 3c Washered W,nged Nut 0 2 5/8' Cloys or Door �I. 1 1 Hex Head Bolt 1 "x1/4'/20 Tompin Zinc Exponsion Anchor O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N. T.S O Steel Spring Nut 1/4'0 Wood Leg Screw 1 1/2" Min. Embedment Steel Spring Nut 1 "x1/4720 Wood Bushing w /1"x1/4" /20 Hex Head Bolt 1/4 Si dewolk 10 m Bolt o z J Existing � - � y ' Structure Existing Structure 1/4"x1 - Sidewolk Bolt PANEL TO ANGLE DETAIL 1/4" MAX Wood Framing °STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAM N.T.S Gloss or Door ANGLE TO 11ALL DETAIL 1 x4 "x0.125" or 2 "x4 "x0.125''Alum. Tube or 2 "x4" P.T. Wood for Stud Framing 0 16" o.c. & 2"x6" P.T. Wood Stud Froming 0 24" o.c. 1"x1/4'/20 Hex Hecd Bolt 1 "x1/4'/20 .Tcmpin Zinc Exponsion Anchor 1 /4'X1' Sidewalk Bolt 1 "x1/4 " /20 Tcmpin Zinc Expansion Anchor 2 5/8' --{ •• - 4�+66er: •THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) N.T.S Steel 1 /4 "X1' Spring Nut Sidewolk Bolt F - Z 1J J PANEL TO ANGLE I)' TAIL ° HEADER / STUDDED ANGLE MOUNT SYSTEM N.T.S 1/4 "0 Wood Log Screw 1 1/2" Min. Embedment •. 2 -1/4•0 4 1/2" Lag Screw 0 24 O.C. Max w/1 3/4" Penetration in Center of Studs W z a_ X r 1/4' MAX. Existing Structure 01 Existing Structure ANGLE TO WALL DETAIL 1 / 47 X 2" Concrete Dove Net w/ Expansion Anchor Steel Spring Nut 1/4 Sidewalk Bolt 1/4'x2 1/4" Topcon w/riex Head Screw PANEL TO ANGLE DETAIL STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S •440T AVARJIBLE FOR Sr PANEL WENC114 ONLY. 1 '110T AVMABRE FOR 66' PANEL LF]4C1HS FOR HOLLOW BLOCX ONLY FOR 13' O.C. SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT L.t:_1 '3? _ PROD'JC ' +NTROL DIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO .96) -o •45 Add•d thl4n.a. to dominion tvb• t added Drawing •umb.r 50itatA5tEPIJ MEN-5 MFG. CO.. INC. 20 GAIYZ £Z VMIZED 51017M 5Y5fEM qt /=rc'r6 /2d6i77_, />i a,,' 1 -•_c "._I LD' 1'Q .L• 'v11iIL �' -1•r" PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech /Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 tL I`L ?411 i7. - �CJ� it1d7ci4 1 r._. G / �j Your application for Product Approval of: Series PW -701 Aluminum Fixed Window - Impact & Non- Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 4210, Sheets 1 that 7 of 7. (For listing, see Section 8 of this Notice of Acceptance) has been recorrtrrended 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 aobsite 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 appiicant shall re- evaluate this product or material should any arnmendrnents to the South Florida Building Codc 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 tha: 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. :97- 0304.02 (Revises No.: 96:0215.02) Expires:02/25 /01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN 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)375.290 - FAX (305) 375 -2903 PRODUZT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor This application for Product Approval has been reviewed by the lvtetropolitan 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: 02/25/98 - anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmastercgbuildingcodeonlIne .tom Komepage: http Jtwww.bulldingcodeontlne.com vinyl Tech /Progressive Glass Technology • LL. i ••• • . 741, 471 $1Sz1'u4 'j - 2 - ACCEPTANCE Nu.: 97- 0304.02 APPROVED : FEB 2 5 1998 EXPIRES : FEB 2 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with the South Florida Buiiding Code, (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values in Section 7 and within the limitation contained in Section 3. 1.2 Model Designation: Series PW -701 Aluminum Fixed Window — Impact & Non- Impact. 2. MATERIAL CHARACTERISTICS 2.1 See Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet 1 thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. 2.2 Glazing 2.2.1 Glazing Material: As specified in Dwg. No. 4210, Sheet I of 7. 2.2.2 Glazinz Method: Exterior glazed, with 7/16" glazing penetration, using a clear colored adhesive bedding compound, Dow Corning 899 and a 1.057" x .678" high extruded aluminum snap on. glazing bead (Part:; 612234), with a 200 Diameter x .200 wide x .275 high vinyl bulb by Team Plastics , between bead and glass (Part # TP -247 or:tTP -248). 2.2.3 Daylight Opening: Clear opening of fixed lite is: 117" wide by 57" high or 71" wide by 34" high, depending on overall frame size listed in Drawing No. 4210, Sheet I of 7. 2.3 Frame Construction: 2.3.1 Head: Consists of a .874" exteriorJ.312" interior. face by 2.784" deep flange type aluminum 6063 -T5 extrusion (Part # 612241), Typical wall thickness is 0.062 ". 2.3.2 Jambs: Consists of a .874" exteriorJ.312" interior face x 2.784" deep flange type aluminurn 6063 -T5 extrusion (Part # 612242), with two screw splines. Typical wall thickness is 0.062 ". 2.3.3 Sill: Consists of a .874" exterior. /.312" interior face by 2.784" deep flange type aluminum 6063-T5 extrusion (Part # 512241), Typical wall thickness is 0.062 ". 2.3.4 Corner Construction: Framd Iias butt joints. Frame corners are secured with two #8 by I" PPIi SMS. 2.4 Sealant & Pads: Frame corners, are sealed with white colored sealant Schnee Morehead 5504. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating of: Non- Impact, Small Missile Impact and Large Missile Impact Windows, see Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet 1 thru 7 of 7, bearing the Miami-Dade County Product Control approval stamp. 4. INSTALLATION: 4.1 See Vinyl TecIvProgressive Glass Technology, Drawing No. 4210, titled " ?W Series 701," Sheets i thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. Note: Please see no'.e # 11, Page 3 P Man el Perez, P.E. Prod tt Control Examiner Prod Control Division NON - IMPACT - (0) - 120" wide z 60' high - 3/16" Tempered Glass TEST TEST LOADS DESIGN LOADS AIR INFL.TRAT[ON C! 1.57 PSF PA 202 -94 (0.34 CFMIF i ) 0.15 CFM/FT - ---- -- UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 POSITIVE `- +60.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 NEGATIVE -60.0 PSF -60.0 PSF WATER RESISTANCE (PSF) PA 202 -94 • +20.0 PSF 41333 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +90.0 PSF . +60.0 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 NEGATIVE 30 Seconds -90.0 PSF -60.0 ?SF FORCED ENTRY RESISTANCE (FER) ASTM F MIA ----- --- - -- Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) - 60.0 PSF For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Anal)sist' -- --' �- • 1 .a..• _,1 :�iL -7. ri.� Vinyl Tech/Progressive Glass Teclinolot v Li 11Q- . 7-F1) NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and midst be in compliance with the South Florida Building Code. 4.3 Fasteners must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 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. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, including duplicate print` of Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet I thru 7 of7, bearing the Miarri- Dade County Product Control approval stamp. 6.2 This document renews and revises Notice of Acceptance No. 96 -0215.02 dated 12/26/96. 6.3 Hurricane Protection: See Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled " PW Series 701," Sheet 1 of 7, bearing the Miami -Dade County Product Control approval stamp. 7. TESTS PERFORMED: 7.1 TESTS RESULTS: -2a- ACCEPTANCE `o.: 97- 0304.02 APPROVED : FEB 2 5 ,998 EXPIRES : FEB 2 5 2031 Man el e rez, P.E. Pro Product Control Division NON - IMPACT - ( 0 ) 74" wide x 37" high, 3/16" Annealed Class TEST TEST LOADS DESIGN LOADS AIR INFILTRATION ® 1.57 PSF PA 202 -94 (0.34 CFM/FT) 0.08 CFMIFT --- UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 POSITIVE +60.0 PSF +40.0 PSF UNIFORM. STATIC PRESSURE AT DESIGN LOAD PA 202 -94 NEGATIVE -60.0 PSF -40.0 PSF WATER RESISTANCE (PSF) PA 202 -94 +20.0 PSF 133.3 PSF UNIFOR..V STA TIC PRESSURE A T FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +40.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 . NEGATIVE 30 Seconds -90.0 PSF -60.0 PSF FORCED ENTRY RESISTANCE (FER) ASTM F -588 N/A ----- Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) -60.0 PSF For Design Pressure Rating vs. Window Size, sec Table in Section 9 "Comparative ,Analysis" . ::h .a_1 cam IL: , IiHi"L—TECH /Hi_ VinvlTech!Progressive Glass Technology • :EL NO: .541 i 497 - 3655 *1E5904 PHGE: 5/19 ACCEPTANCE No.: 97- 0304.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continued) 7.2 TESTS • -2b- RESULTS: FEB 2 5 19 9 FEB 2 5 2001 Manue z, P.E., Product ontrol Examiner Product Control Division SMALL MISSILE IMPACT WINDOW -( O) 74" wide z 37" high - 'V." Tem pered Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ l .57 PSF SFBC PA 202 -94 (0.34 CFMIFT 0.08 CFM/FT -- --_- -_ UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +70.0 PSF +70.0 PSF UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE •70.0PS - 70.0PS WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF +133.3 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +105.0 PSF +70.0 PSF UNIFORM STATIC PRESSURE. -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -105.0 PSE -70.0 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 NiA SMALL MISSILE IMPACT TEST SFBC PA 201-9.4 SATISFACTORY CYCLIC WIND PRESSURE TEST SFBC PA 203.94 POSITIVE (4,500 cycles) +180.0 PSF +180.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cycles) -180.0 PSF -180.0 PSF Design Pressure Rating (Positive) +70.0 PSF . Design Pressu Rating (Negative) - 70.0 PSF 1 • -k -I `ij. 1 !'c: 1L• rL iL iL'._H� - ' , l Vinyl Tech/Progressive Glass Technology EL r u .941: 497-9655 #18904 FHGE: 6/19 ACCEPTANCE Nu.: 97- 0304.02 APPROVED EXPIRES : FEB 2 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continued) 7.3 TESTS RESULTS: . FEB 2 5 1928 - 7 c- Man P P.E.. Produ (cntrol Examiner Produc Control Division SMALL MISSILE IMPACT WINDOW — ( 0) 120" wide z 60" high - ` /." Tempered Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION es 1.57 PSF SFBC PA 202 -94 (0.34 CFM/FT 0.06 CFM/FT - -- UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +65.0 PSF +65.0 PSF UNIFORM STATIC PRESSURE - DESIGN LOADS SFBC PA 202 -94 NEGATIVE - 65.0PSF - 65.0PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF -133.3 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +97.5 PSF +65.0 PSF UN [FORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -97.5 PSF -65.0 PSF FORCED -ENTRY RESISTANCE (FER) AAMA :302.5 -76 Not Required SMALL MISSiLE IMPACT TEST SFBC PA 201 -94 SATISFACTORY -- . ---- -- CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +65.0 PSF +65.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cyces) -65.0 PSF -65.0 PSF Dcsign Pressure Rating (Positive) +65.0 PSI; Design Pressure Rating (Negative) - 65.0 PSF ,I i996 iL:: 'vi:.,. TECH%F.T Vinyl Tech /Progressive Glass Tecltnolo2y TEL NO: i941) 497 #18904 PAGE: 7/19 RESULTS: ACCEPTANCE No.: 97- 0304.02 APPROVED : FEB 2 5 1996 EXPIRES • FEB 2 5 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continued) 7.4 TESTS -2d- 1 Manu ' ez P.E. Prod Product Control Division ontro[ Examiner LARGE MISSILE IMPACT WINDOW— (0) 120" wide s 60" high -3/16" Tempered Senirvglas TEST TEST WADS DESIGN LOADS AIR INFILTRATION ® 1.57 PSF SFBC PA 202.94 (0.37 CFM/FT) 0.01 CFM /FT - - - - -- UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +60.0 ?SF +60.0 PSF UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE -60.0 PSF -60.0 PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF +133.33 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +90.0 PSF +60.0 PSF UNIFOR.tvM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -90.0 PSF -60.0 ?SF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 , SATISFACTORY LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +60.0 PSF +60.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cycles) -60.0 PSF -60.0 PSF Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) - 60.0 PSF Vinyl Tech /Proaressive Class Technology 7. TESTS PERFORMED: (continued) 7.5 TESTS NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2e - RESULTS: ACCEPTANCE No.: 97- 0304.02 APPROVED : fEB 2 5 1998 EXPIRES : FEB 2 5 2001 Control Examiner 7.6 T11J1 J _ - LA RCE MISSILE IMPACT WINDOW — (0 ) 74" wide x 37" high -3/16" Annealed Senrryglas TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ E.57 PSF SFBC PA 202 -94 (0.37 CFM /FT) 0.08 CFM/FT --- UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +135.0 PSF +13:.0 PSF UNIFORM STATIC PRESSURE• DESIGN LOADS SFBC PA 202 -94 NEGATIVE -135.0 ?SF 435.0 PSF WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF +133 33 PSF UNIFORM STATIC PRESSURE-FULL TEST LOAD SFI3C PA 202 -94 POSITIVE +180.0 PSF +135.0 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -180.0 PSF -135.0 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY --- , LARGE MISSILE IMPACT TEST SFBC PA 20I -94 SATISFACTORY ---- CYCLIC WIND PRESSURE TEST SFBC ?A 203 -94 POSITIVE (4,500 cycles) i-135.0 PSF +60A PSF CYCLIC WIND PRESSURE TEST SF3C ?A 203 -94 NEGATIVE (4.500 cycles) -135.0 PSF -60.0 PSF Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) -60.0 PSF 1' —•c..v '__! GO. 1777 OCT 23, 1'?9 ID: VirlY1.— TECH /FV Vinvl Tcch/Proeressivc Glass TcchnologY TILL NO: 1/441) - ifldJU4 hH6t• `_'� -`� ACCEPTANCE No.: 97- 0304.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continued) • 2f - Manz: Produc P.E., Produ ntrol Division : FEB 2 5 1395 FEB 252001 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report No. FTL -1532 prepared by Fenestration Testing Laboratory, dated Decembe- 13, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Load Static Air Pressure Test, per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. along with installation diagram of an 0 configuration 120" wide by 60" high Series PW -701 aluminum Fixed window glazed with 3/16" tempered glass and section drawings marked by . Fenestration Testing Laboratory ntrol Examiner • • 1L• V11i(L - it.Or ll Vinyl TechfProzressivc Glass Tcchnoloey EL Nu: .54i) 497-8655 418904 PHGE: 11/19 -2h- ACCEPTANCE No.: 97- 0304.02 APPROVED : FEB 2 5 1998 EXPIRES : FEB 2 5 200t NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1.6 Test Report No. FTL -1529, prepared by Fenescation Testing Laboratory, dated January 14, 1997, signed and sealed by Gilbert Diamond, P.E. for the following tests: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Watcr Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram of an 0 configuration 74" wide by 37" high Series PW-701 aluminum Fixed window glazed with 3/16" annealed Se uryglas, and section drawings marked by Fenestration Testing Laboratory 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Drawing No. 4210, titled "PW Series 701 ", Sheets 1 thru 7 of 7, prepared by Vinyl Tech/Progressive Glass Technology, dated 02/19/97 and revised on 01/22/93, signed and sealed by Robert L. Clark, P.E 8.3 Material Certification: 83.1 Aggregate Certification, dated November 10, 1995, by CSR Rinker Materials for No. 6 coarse mineral aggregate per ASTM D- 1863 -86 "Standard Specification for Mineral Aggregate Used on Built -Up Roofs ". 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Calculations prepared by Ivan R. Dory, P.E., dated February 21, I997, signed and sealed by Ivan R. Dory, P.E. 9. COMPARATIVE ANALYSIS: For "Comparative Analysis" and "Small Missile Supplemental Analysis Tables ", see Vinyl Tech/Progressive Technology, Drawing No. 4210. titled "PW Series 701 ", Sheets 5 and 7 of 7, dated 02/19/97 and revised on 01/22/98, signed and sealed by Robert L. Clark, P.E, bearing the Miami -Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation and cross - sections, see Vinyl Tech/Progressive Glass Technology, Drawing No. 4210, titled "PW Series 701", Sheets 1 thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. Manu Prod•uc rcz, P.E., Produ Control Division ontroI Examiner 14:E.3 OCT C8, 1998 IL: VINYL— TECH'FGT TEL NO: (941) 497-3655 #18904 PAGE: 12/19 Vinyl Teell /Progressive Class Technology ACCEPTANCE No.: 97- 0304.02 APPROVED : FEB 2 5 1998 EXPIRES : FEB 2 5 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1.Renewal of this Acceptance (approval) shall bc considered after a renewal application has been :lied and the original submitted documentation, including test supporting data, engineering documcnu, arc no older than eight (8) years_ 2.Any and all approved products shall be permanently labeled with the manufactures name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer thc same product (identical) as the one originally approved; c) 1 f 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 nc 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 beets requested (through the filing of a revision application with appropriate fee) and granted by this office. 5.Any of tale following shall aiso be grounds for removal of this Acceptance a) Unsatisfactory performance of this product or process: 5) Misuse of this Acceptance as an endorsement of any product, for salts, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words 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 bc available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.Thii Acceptance contains pages 1, 2, 2(a) through 2(11) and this Last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in thc Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from thc Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice or Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in nc case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Man u. ' z, P. E., ' • • ► Control Examiner Product Control Divisio END OF THIS ACCEPTANCE -3- • Q .B U.B. I pTCyress ve lggtechngior) ter........ �..-. Pw 701 v"e••5.. FRONT VIEWS, ELEVATION 15.... 1 7 W 1 « 2 /1 9/92. (bl.: r /22/98 P.O. BOX 7529 NOKOMIS, FL. 34274 , 8 I 4210 74.000 MAX. — •— 37.000 1' 3/16" ANNEALED 3/16" ANNEALED SENTRY 1/4" TEMP£Rf.Q NON—IMPACT WINDOWS 1.) GLAZING: to .3/16 ANNEALED (37 x 74") Ib 3 TEMPERED (120' r 60' ) 2.) CONFIGUTATIONS 0 J.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) AICHOP.S: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REOIRRED AT ALL INSTALLATIONS 60.000 $MALL MISSLE MPACT WINDOWS 1. GLAZING: 1/4' TEMPERED 2. CONFICIMAt1ONS: 0 3. DESIGN PRESSURE RATING: 1.j GLAZING! 1/4' TEMPERED Jo) 4.70 P.5 F.. -7C P.5 F. (37 x 74' SEE SUPPLEMENTAL ANALYSS ON SH ET 7. Jb) +.65 P.S.F., -65 P.S.r. (I20' x 60 4. ANCHORS: MAX. 6 FROM EACH CORNER MAX. SPACING AT HEAD & SIL(.: 11.000 MAX. SPACING AT JMIBS: 16.000 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED .30 FEET & AE "14//0/ 120.000 MAY ,3/16" TEMPERED) 3/16" TEMPERFn SENTRY 1 /4 " TCMPFRFQ l ARGE MISSLE MPACT WINDOWS 1.) GLAZING: Io.). /I6 ANN. SENTRY GLASS (37 x 74 lb.) )/16" 7ELIP, SENTRY CLASS (120" x f^ 2.) CON7TGURATIONS: O 3.) DESIGN PRESSURE RATING: 4.60 P.S.F., -60 P.S.F. 4.) ANCHORS: MAX. 6' FROM EACH CORNER VAX. SPACNG AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REOUIREMENT: NO SHUTTERS REQUIRED APPROVID AS OC14gfNC WUW 011 MDR 1101111 WOK CODE CAL 111.1/11W Ie fl cO rma DVn31a1 IU101C 11C1G CCWU AIW'lj.1KX I '.y = r / zz 111 eitt PART NO DESCRIPPON Or PART TYPL 61224 Fromi• Head & .5111 Alum or. A.Ium AF- 12,7'4 : AF-12242 AF- ?2.14 reom Plastics TP-24 Team Plastics zp-- 24,4 Merchants Dow Corning .. 899 r— 2 TTYTIT rrome Jambs 3 612234 Glazing Beod (Snop-i22 4 1224 Glazing Bead Bulb Gasket • 5 1225 Glazing Bead Butt. gasket D 78)(1rPA 1.000 Phil. Pon I-id. .61t4,6 roz(engi - 62899 Silicon Boc 5 3/1 6 Glatt 3,/ 16 Ann.01.0 e 45) Ppm Pe•Atie ••• t WIS, OtaMohoo, 2/I Q/O7 3/ Terna,Gloss ,1/1)7",r1r, Pah-Opts wkauporlt_i:/ r 71 r-r— : r& 11112 J 219 f!OlOr PO. D.8. 1/22/98 VFNDOR '10400A• t: Clapp IV% Duls Lent, by ROMAC. VERIC01. PPQ, LQP . __,L2Lie re i r t r T1ANIAlAkIes: !.chnue-Mcf °heed 5M5504 /WROTH) 03 YTIPS %TM THI SOUTH SWAMP SKIMS CON CAT lag. IT atme".1 Ol brimicri SHILCOHI CODE COPPLIA/Kf °MCI net/rures no 9.3.-ZINTLOg• 1 4 5 1 5 )1 Pragr flfj liW 4ASig %ram. • Iv taws 14.4.04.•••■•• iOnlheets.; " `717 smefttlale.er 701 PICTURE WINDOW Icchnolog 2 1).• Oe•.• mt.< P.O. BOX 1.5 NOKOMIS, FL. 34274 8 4210 SFCTION R —B rarer. Cre. $: 0.8. A,- U.B. SECTION A —A CU PPROV4D u COI1 U U$3 WrA PL 6WTU J AULC:K. COCC NT ov MOO cdma WON a+ F IIO1NC CLW! IJAA CCL II IICC�r oir+thiriftgingt# /Ag Ste[hiolo•y s P , . ww.rr 7 1 .r< r..a..: ..., I s�.w• 3 7 St "CTS. La.: 1/21!97 SECTION VIEWS — HORIZ. & VERT. 1%22/a8 �, «: a,.,,• P.O. COX 1529 �.. �a p w. N. T.5 NOKOMIS, rc 34274 ! 8 1 4210 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 3/16" W /DUPONT FILM 1/4" TEMPERED GLASS Ryerb.r: WIM '17.17.717 p tree n Oe1a U.B. 1!22/98 •rrM N. i S GLAZING OPTIONS !,atom u eaain+a Iva Tit SOUT ROOM SUMS CON RC14C 7R�...T ID C 1.5 IROWC L pHS:ON [/— F491017C CODE 011► ACf1171MCL 40. Iao gresst�e SS lecnnc4ogy Vul L1urYLeten: r r0. Glr��fr �Lrri.�JM �� i � ll- 1i�. 11'"I. 4 .' 7 dw{rOw: {/ AN P.O. VOX 1529 ` •• n OM, b. NOKOMIS. FL. 34274 I I 4210 1 r co\P'd ANAVCIS f of 3113" A)NAlAI.l;l) 4:121)51 6 . 0 1 woo. de. et...hoot per .4t. Netldve O 4 g.. L0ed1 tea I ed Ca4pacsot A.aly1:4 Add W sr.1dde 314. Po:1;re tl.d(n Lea4t .1.0P Comporwlt M•Ir4l 1.41 Water Ted Pre Mee K1.4 are Ilel: - . _ 11.01 (I) 11.117 (t) - airs (9 16.400 . (11 171 ....2a e - II, it - if) 3 L.b00 O) 1 3.13 - 013).3) -331.31 *131.11 - tis - 4. Ilt.13 • 6113. 4 111.17 .101.)1 • 1.3 • tos.e1 111).r. •iill• .1.1 30.370 (3I 110.75 4 T3'7i • 111.41 4 110.51 ' • 100.13 • 144 1r .4, . ► .43 7 1 . 7.V6 --- :'[7.Tr "171! - T».S •- -31 i •ir.Gi 30.03) (4 ) • 11146 • 111.4 • 10601 T(1i;U .1.3,10 - • • 13AI 4 if 110 . 71 00 • 13.o3 - - • 1440 • ear • 48.00 - (3: _.(, .3 -.Toff'. - t "Atli 1o010 4 100.14 • 7404 • AT M .71.657iT09 • 1 .00 • 61.00 • 3l - , • )4.07 • sl bb 4 D34w 71,00• 3!) • 33.1 171.3 • 04.00 •40.00 •63.40 • 41.Cd -4 ) 4. C4V 400 • '0 •4900 140.01, .0)09 ♦ 4.19 Ir n4.t.a . .T i w .. ►..e 1914re. et 3)16• lepton -• N•etn And•....• 4. 3..t. f•1.. ttth .e..t. P. 111 ntror s• CO)1PAR5TIVi AN4)'55$ rOls311P' fiP.IN'•rum chat 1, POT 6: Itvnt,rl le. A oo.rtt get art 5049114gpt 1nshltt Otr OA., ltrp.•1.. 0• .1.4• 6..4 on Cen.p.ad.e Aeelyd. ..d Ob.. Told. 17.0. 30.613 N•ada. Vise's, P.•{d.e D.61e L.!dt bred o. (e*Qso$lve M.ly'. . ...d w.e! T u R6 .a.. 0 5 1 nt i. _ _ _ 'Mokpo 67{4613. M .1 h0 17.125 ( 3 0 ,500 97.604 (t - 'u.i (3) 5 - (4) 72.6[.3 - ' _r_)__ 04 (1) 41.000 501 534.000 11) -- n.".. 30 41333.577 - 7)57.17 .17533'-'1 ;711 0173.1) .113�l •113.31 .61101 41 -1)3.40 • •110.03 - 111.31 • •11741 -11241 •(11.41 l7s 4 •15) •113.)4 .)17 7 •))7,11 .)47.77 .)08. 10714 •103.94 .77.37 •1117 •71 • ell .11.C( 71 1 - 1134 44414 -!)737 ♦ 121.1) •/1311 115.7 .3233 +►1 - 17.41 •17.41 •SO ♦ 60.74 _ _71.00 •70.47 .11.41 478.61 -17.41 •47.41 4_00 to •164.41 + 13)3) •13031 4130.57 - )1..&07 joj,l4J .13.15 +1.15 •30.00 • 10.04 .73.3) •1133 - 653) • 7 •6100 443 .60.00 •00.04 K...n►t.4 46•w .a k. 414 ....'. es L 6- Tepee... -•- -` • - -- - -- Kent Aed... a14• or... fr. , eael comet & )1` .•os eltreafra 5r. Q• R. 9.•v Hx O.D. 4: 1/2 z/9f3 seek: HAREM Al C01PIl1HO M:n THE 97.4 (0.4 01)05150 0006 WT 64 n rode 01•4 e 0090.00 cop 605451.14061 031160 )1(3.1111 1 4 5 1 5 1 1 4 T / Gr 1�7C3S= L `155M( echrteloqr sort, 70) P.O. BOX 1529 NOKOMIS, FL. 34274 r 8 7 6e•tMr COMPARATIVE ANALYSIS FOR NON - IMPACT PICTURE WINDOWS ya...p 3.e 1 4210 r B r 3f: 6" 1APC0N 0.250 MAX. 1.250 4 a 4 . 4 ' e. 4 e 1 x WOOD BUCK TYP. HEAD, SILL JAMB a 4 d . #10 PANHEAO TYP. HEAD, SILL JA 1.250 .1/_1_9!9 1/22 /48 Ssau N. r. s. .'.i.vriks1Y' • a 2 x WOOD BUCK *PIO no !3 tolltttn0 PAM 1 %O N OM%ol.UII COOL na t_ZS m P1OWrZ *wfla 111/4:0.1 OtHLINNO UV( o /0/1/4ltt °MCI Atartutu teo.C?7- 6b4 l a Iv. I 3«..,4k 701 r /INCH. , S...n r a j TYP. PICTURE WINDOW ANCHORAGE P.O. G0X 1529 1d O1:OMiS. FL. 34274 B 4210 • R p 26. r��.�_ .1 • 1 • •• 1)17 10.000 • - 'J • : 61.—.. . 7 .= .104 • 1iia -1 .0 01. • • .0 .1 10.10 /LO50 u4 , 410 4 110.11 - f /.► • 0•!1 • • 1111f _ ( 1 • 11 _ T .�,�j /' . slit rir . 4.311=7 .T • 1.0 471 .1 .1. • , :ef _ • 110,14 • 110 10 - 0216 • trir • y ,01 • .1 • 54.01 1 • nab •11 , 11•111• ..r•ff 01.1'011.. •. •.t An /IJfI• Vu 1t4 1iwl..rd Goff OTL; NnwLer. In I) parnflhnea no otlncl•rl *W M', 'e dale Leal. 110 n4 en C,•'panli.• An.yei• •.I V6.'87.116 35• Lind. • I3e6i6n Lose( bf<d se Co./0•nu.e A..ly41 snt W11' lag Pra$g• WInfinw 11 •i 1 �n 11.!00 (1) 10.136 __�� j1)_ 34 05 (2 74.000 (1) • 107.14 511.71 ' $3120 • x%11 _ • 13.774 til - 11032 4 10).) • 11S15 • IrJi . 114. I1 +31f.f1 Se of (4) .1)0.01 • 150.03 . 13110 • 544,11 • (06.1! n 106 61.11• (41 -111 ,31 •171.11 • II 3A3 • 517.60 -01 •01. 34116 (5) - MIS ♦41),75 _ 4161 •117 -5U • .43 I 7..d.....5....•L.••I see.. 1•1/16• , 0•e.0 K•4. Andu.. s. 0` RUB Pew.& 110•01• A le' mss. eh•rs.K,, 1%I.,I.• ■514. /.ogee D' 0.9. 1` w 1/22/9(3 <M4 N. T. S �s7 RTr irl d•..�. ' I pm97elsi�GLAgf rterhnWG9 WAWA, Al COMPATAS 11711 TIE fO074J1010LA 01110100 COX I! SA. 131 �QlLi(!!� r _76 --• PA LC 0111901072.00 e01l3 Cerf IrIISCI 013104 A v 11ANSCPeC - 3')4 bZ- YVY 1 1." 70 7 ) TL - 1537 1 r 7 el .' SUPPLEMENTAL ANALYSIS MR SMALL M155LC PICTURE NlNDOS35 °M••• P.O. PDX 1529 1 "•' '. ' ' 1, <` • NOKOMIS. FL 34274 1 13 I 4210 I 13 4 52 tl / N 7 /2 ` // a � C � o e /¢/ 51fr 50 • /l u /7 N fg7 4. /• K 'J v 0 Y7 cio x A r�a • r 5.1=7G .s! ii IV /1.5 1, PTI 1 ✓� This property described as: Lot 10 and the West 1 of Lot 9, Block 2, GOLDEN GATE PARK ADDITION, according to the Plat thereof, as recorded in Plat Book 6, Page 130 of the Public Records of Dade County, Florida. Note: underground encroachments utilities, if any, not located. ownership by visual means only, ownership not determined. PROPERTY OF: Rodriguez, Alfredo and Lefevre, Teresa, 818 N.E. 92nd Street, it ifr Not vali i g : i$pb6 w:rh Su ve o e r. ''i /' i l !,' A BOUNDARY SURVE1 I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors pursuant to Se • , Fla. St. utes. There are n e6nctd meets.. •rlaps, easements app • / ng on th. : lat, other than as sh dC� 7/O/� Fla. Reg taR'd SSurveyor No 4(3Z 4 /1/C f f 1(p[/¢ 6 ✓/l/F and Fence legal Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 DATE .4 }/* ti L / (�J FLOOD ZONE: X • z Cr W 2 Certified To: M and M Title Services, Inc., Commonwealth Land Title Insurance Company, Rodriguez, Alfredo and Lefevre, Teresa and J.T. Kislak Mortgage Corporation FLOOD INFORMATION: Community No.: 125098 Panel No.: 93 Suf f i :: F Date of FIRM: 11-4 -87 Miami Shores , Florida . LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS 12 SCALE DRAWN BY DRWG. NO 192 -8390 BEARINGS, IF ANY SHOWN, BASED ON