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1270 NE 102 St (12)Date %- ob Addressttl O 44 102 Tax Folio • Z -0 S • 024 ow D 0 3, PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Le Description 1210 Mt S} Historically Designated: Yes Owner/Lessee / Tenant OW Veto Owner's Address _ ti • Square Ft. 7s C Contracting Co. • Qualifier SS# Phone State # Municipal # Competency # Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION %DM 1 dab 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 acc laws regulating construction and zoning. Furthermore, I authorize the above FEES: PERMIT / Z S R RADON C.C.F. 1. Address No I 3 -7 vi Phone S� • 3� Master Permit # Ins. Co. Estimated Cost (value) I 11900 (' all work will be • • e in compliance with all applicable actor to do the wo stated. S ignature of owner and/or Condo President Date Si a : t.' o ontract• •r Owner -: i . er Date /72-6// ‘%.* Date Notary as to Owner and/or Condo President Date Not 2 �F�IA NOTARY SEAL My Commission Expires: My gnissigr�, ct `�� KIEL , * COMMISSION NUMBER ... Q CC401261 : m Q om. MY COMMISSION •EXA. O;_ F.O AUG 1 7 1998 Q NOTARY S TOTAL DUE /93- APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering ALUMA CRAFT PRODUCTS "A Great Name In Aluminum Products For Home and Industry.' Manufacturers and Distributors 3700 N.W. 62nd STREET • MIAMI, FLORIDA 33147 3561 N.W. 54th STREET • MIAMI, FLORIDA 33147 PHONE (305) 635 -4555 • FAX (305) 635 -4557 Proposal No. Sheet No Date ; it Proposal Submitted To Work To Be Perfo med At Name M /- ' Street Street ) )7C' E 61 ' City State City // ...L re, — - Date of Plans A State ite _.7/�� Telephone Number /L J,c jev, '� QS' i./ c A /A- We hereby propose to fur•ish all the mat ria)s and pert• all the labor necessary for the completion of . gyp ' .fir" & Aro .1 / ad el L / / _/ < Lt..- tir > AII MIIIWMIIIIII ♦r .,�rrW A if All material is guaranteed to be as specified, an • the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of Dollars ($ ). with payments to be made as follows: Any alteration or deviation from above specifications involving extra costs, will be executed only u. • n written orders, and will become an extra charge over and above the estimate. All agreem - nts contingent - pon strikes, • ci • -nts o delays beyond our control. Owner to carry fire, tornado and other necessa • nce upon a• • e wor.. ' e/ n's C pensati • and Public Liability Insurance on above work to be taken out by AWA s /a / tea / l / /_,.i/ __ ._ Respectfully sub.; � ,�..a. i � � _ : � / % , r �. � Per / a ✓1.. /.. ∎// ffdi /_. // - �_ / _ Note — This proposal may be withdrawn by us if not accepted within d • s ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby ac - • ed. You ar: authorized to do the work as specified. Payment will be made as outlined above. I /// Accepted S'gna r , .. Date Signature Moms hiinin! 141.h. Ft 1567599 GrNFnnt. Orricr HEADER CL -2 SILL S -1 ALUMA CRAFT PRODUCTS ",1 Geo, Nur►re. 1►r A 1rr►uirrru►r 1'►mI, For Home nnrl .I,uI,,s rv N1r,r,rrfm.litttrrs mum 1 )i�lrilnrlors 3 7OO N. W. 62rar1 ST. MIAMI FIJDUZIDA 3:11‘17 HEADER CL -1 SIDEWALK ANGLE GA -1 CLIPS CROSS SECTION / l,Seavieiv.Indtistries, •, r`: to.! 4 3150,N +W. 46 Street in 'II,' Miami, FL 33142 YoUr application for Product Approval of: 1 gd: Galt Steel Storm Panels Udder Chapt r the Metropolitan Dade County Code governing the use of Alternate Materials and types 8 'Ceti triiction, and completely described in the plans, specifications and calculations as submitted b ,91 r7 iiJ� a t. : , •n .• ,Ir1L 1 ';� � y' Ap�hc (FoO 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 1t oft page 3: , e•rjl ^ �s r .•�i isr11 #. � ..,� T Y' 1 t�ri..: r'Pl apptr►a� shall be for a period of three years. The Office of Code Compliance reserves the tight to secite this product or material at anytime from a jobsite or manufacturer's plant for quality ,f;lir,. otitrol,.testltigl If this product or Material fails to perform in the approved manner, the Code Compliance bepartment may revoke tnodify; or suspend the use of such product or material immediately. The Building Code Compliance bepattroettt reserves the right to require retesting of this product or materialishould any • itthetidittettts to the South Florida Building Code be enacted affecting this product or materi4, ' the expense of sucli testing *ill be incurred by the manufacturer. y }1f N 7 ,. I " Expiresi0 o /9 { M... This applicatiotl fot, Product Approval has been reviewed by the Metropolitan Dade County Building Code.Cbmpliance Department and approved by the Building Code Committee to be used in Dade County, hlottda under the conditions set forth above. •r • , I. ti . Approved : 0i /20/9$s/ ^ai 1 0-,'• :I I?1•I ;ii) ■ a ,r p .I• 1 PRODUCT CONTROL NOVICE OF ACCEPTA!4CE -l- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO •OADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2906 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372.6339 Rau Ro•l iguez Product Control Division t Supervisor 1." TRtS IS CidE (OVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 11ri• ' BUILDING CODE COMMITTEE - Director Building Code Compliance Dept. Metropolitan Dade County 4 1 ., • r DESCP4TION ir i.f 'This approves an 18 ga. galvanized steel storm panel designed to comply with the South Florida Code Impact Test Requirement and ASCE 7-88 "Minimum Design Loads for Buildings • 00 c;. :=' and Other Structures", for the following locations: • 1:1:1 NOrt-coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS • . 2.1. The panels shall be constructed as indicated on approved drawing No. 94-152, Sheets 1 of 3tv14 u titig'18 ga:tteel (.045" thick) structural quality grade C, conforming to ASTIvl A446 .2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.625", forming • 2" deep ribs 2.3 Components shall be aluminum alloys 6063-T6, with shapes and thicknesses as shown on 5 21hroved drawing. ';'.'tested Speeinien: ; • -Dimensions: 3 panels totaling 37 1/2" wide x 101" long overall, corresponding to 96" span. I t■ • DithensionS: 3 panels totaling 37 1/2" wide x 137" king overall, corresponding to 132" span. • tAlViltATIolsiS 3 The • design will be dependent on the maximum panel height of 101" and 137", to be installed only as outlined on drawing No. 94-152 Sheets 1 thru 4 of 4. . ' j:2,.;,..„Minimum separation to existing glass to protect shall be h : . 3. Pot' panels up to 101" high:) 7/8", ° • ' 3.2,1 For panels over lot" high and up to 137" high: 2 7/8". Maximum clearance between top of panel and inside of header shall be 1/4". 3,4 Special Requirement: ;vim( pahels with spans from 137" to 101" high, require l/4"-20 x 1" sidewalk hcits w/uie cast .• • alu minum num as.. ere_ wingnuts spaced at 1/3" of the span along all overlaps. With spans from 101" to 33" high, require a 1/4"-20 x 1" sidewalk widie cast 6ishered wingnut at midspan at all overlaps. than or equal to 33" high do not require fasteners at overlaps. See No.94-152 for detail of requirements. 4. iNstALLATION ; stew Itidustries, . I ACCEP E APPROVED EXPIRES • •-• ,-;/.;,(- • :lc • 'I rlo T 4 :1 . :rr NOTtCE OF ACCEPTANCE: SPECIFIC CONDITIONS • ' • 4.1 •. The pastels shall be installed only in the following condition: 4.1,1 Wall Mount (Direct Mount) Man I Perez, P.E. Plans Examiner II Product Control Division MAil 1995. MAR 2 0 199 8 • ri Duels Ake ecuricl tO an iih" header (Part 2) or bolted, using I/4"-20 machine bolt & ,-: • ! Wifigfliit at 6' trd.: to a continuous 2" x r x .125" studded aluminum angle (Part 4) at the head; and using this Same angle at the sill; all are anchored to the wall, using the tension anchors as \Showd 6n Drawing No 94-152, Sections A, D and E "Wall Mount" Sheet 2 of 4, bearing the Dade Ceti* Product Control approval stamp. • . I e ;i?- • 1 • . • • • Se:1Uie`W° Ihdusires. Inc. p ACCEPTANCE `O.:• 94 -1907 !)3 APPROVED EXPIRES . sl • ±L6• NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 2 0 1995 MAR 2 0 19 9 8 4.1:2 Buildout Mount the panels are fastened to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) at the head and sill using l/4 " -20 machine bolt and wingnut spaced at 6.0" o.c., this angle is secured ,�,� °f : w'�:n h' w /4 0 Machine bolt and wingnut @ 6" o.c. to a 2.25" x 5.25" max. x .125" aluminum angle (Part S) used to provide the buildout and which is anchored to the wall in accordance to t p •the fastener schedule, as shown on Drawing No. 94 -152, Section C "Build -Out Mount" Sheet 2 • • " 1,4„d the bade County Product Control approval stamp. ,4.1ir' Ceiling/Inside Mount .The panels secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the opening, fastened at the sill, using 1/4 " -20 studs w /washered wingnut .spaced.at 6.0 ".'o.c. to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) which is iiichdied to the stab or bulkhead below, as shown on Drawing No. 94 -152, Section B, "Cdililig/Inside Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. Any combination of the above. X4.2 Aiich ®rage of the aluniihum angles shall be to concrete, masonry and/or wood framing and shall tioHSist 0f billy the anchors, embedment and spacing specified on "Anchor Schedules" and - -, - betails on Drawing No. 94 - 152, Sheets 1, thru 4 of 4. Substitution of anchor type or indicated y ,:.,. 'ertbddtiietit is unacceptable and requires to be engineered separately. Fasteners must have their '' own Notice of.Acceptance. 4.3 . Permanent set fastener components, embedded anchor bolts, threaded cones or•metal shields, not l i trust be protected against corrosion, contamination and damage at all time. S..CbENT[IICATiON 1 i✓ach unit shall bear a pertnanent label with the manufacturer's name or logo, city, state and ,folldwitlg statement: "Dade County Product Control Approved ". • Also a .Warnin¢ Note shall be permanently stamped in each panel advising the home owner or tenant that the Storm panels will not offer hurricane protection unless all reinforcing bolts are pt i erly installed. 6. U8E -'j i "1 " "` AliplicA fot; 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 approved drawings No. 94 -152 , Sheets 1, 2, 3, and 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County • Product Control Section, clearly marked to show the components selecied for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of . . th6.opening in which it is to be installed. Yr 6 :fit l Man Perez, P.E. Plans Examiner 11 Product Control Division .4 • T ESTS: rr+t .�il:s7i a r • V'. r.. 9 4 {, 1 " • TEST LOAD DESIGN LOAD Deflection LARGE' MISSILE IMPACT TEST SFBCA 20=94 (SPAN = 101") CYCLIC WIND PRESSURE TEST SFBC PA 203 =94 POSITIVE (SPAN =101 ") CYCLIGNIND:PRESSURE TEST S 03 PA g9i =94 NEGATIVE E(SPAN =101 ") UNIFORM STATIC AIR PRESSURE TEST SFBC PA .02-5 POSt -lvE (SPAN = 101") UNIFORM STATIC AIR PRESSURE TEST SPBC PA 202 -94 NEGATIVE (SPAN =10I ") DESIGN PRESSURE RATING !got t ' . ^f' Ira �:'n7 LARGE ' MISSILE IMPACT TEST SPEC! PA 201 -94 (SPAN = 137 ") CYCLIC WIND PRESSURE TEST SP$C' 1 (SPAN =137 ") CYCLIC WIND PRESSURE TEST , SFBC .PA 20-04 NEGATIVE (SPAN = 137 ") UNIFORM STATIC AIR PRESSURE TEST SFBC PA'202 94 POSITIVE (SPAN L 137 ") UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN =137 ) DESIGN PRESSURE RATING SATISFACTORY S1027A +93.6 PSF S1027A -93.6 PSF S1027A +108.00 PSF S1027A - 108.00 PSF- S1027A SATISFACTORY S1028A +80.6 PSF S1028A -80.6 PSF S1028A +93.0 PSF S1028A -93.0 PSF S1028A +72.0 PSF S1027A -72.00 PSF S1027A +72.0 PSF S1027A -72.0 PSF S1027A +72.00 PSF -72.00 PSF +62.0 PSF S1028A +62.00 PSF -62.00 PSF Max. 1.88" @ Design 0.50" Max, 2.88" -62.00 PSF S1028A +62.0 PSF S1028A -62.0 PSF S1028A (a Design 1.58" +y111101 lI1t111Yt1 :le R ••• 1 •q' r 1 3 ., . -2b- :�� I' 1, .\U.: •� I1170v•F1 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS' 7: TESTS PERFORMED RESULTS: fen rz 1915 MAR 2 0 1988 aatil Man Perez, P.E. Plans Examiner, II Product-Control Division Seties trichistties. Inc. ACCEPTANCE NO.: 9- 03 .APPROVED MAP 2 2; 1995 • EXPIRES : MAR 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8 EVitItNtt sOAtirrtri 8.1 Tests: • , 8.14 ,Test report on: 1.) Uniform Static Air Pressure loading, per PA 202-94 2.) Large Missile Impact Test, per PA 201-94, and r ' 3) Cyclic Loading Wind Pressure Test, per PA 203-94 8'-0" high, 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL-81021A, dated October 3, 1994, signed and sealed by Vipin N. Tolat, 8.1.2 Test report on: 1.) Uniform Static Air Preisure loading, per PA 202 2.) Large Missile Impact Test, per PA 201-94, and • • . • 3.) Cyclic Loading Wind Pressure Test, per PA 203-94 = • ' of 11'4) high, 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL- S1028B, dated October 14, 1994, signed and sealed by Vipin N. Tolat, P.E. ' 8.2' brawittg: 8.2.1 Drawing No. 94-152 Seaview Industries, Inc., 18 Ga. Steel, Storm Sheets 1, 2, 3 4 of 4, prepared by Knezevich & Associates, Inc., dared 08/29/94, with revision No. 4 dated 02/21/95, signed and sealed by V.J. Knezevich, P.E. Matetial certification: • 8.34 Mill Certified Inspection Report Coil dated 9/21/94 for Galvanized Steel by R & R . • , • . , Metals, inc. , ' 812 'eertifiecifensile Test Report from independent lab Atec Associates, Project 00-02.94-220 dated 8/29/94 for Steel sample, tested per ASTM E8-93. • 8.4 c4tolations: s.;! 10.' ,' g.4: I Anchor analysis dated 12/16/94, Pages 1 thru 4, prepared by Knezevich and Associates 7 :1 • • gnec1 and Sealed by V 1 Knezevich, P.E. • • . • ./ • • • ;- th • • • • ', '• ;' - 2c - ' Ma I Perez, P.E. Plans Examiner, 11 Product Control Division • ( N . i • 4. SeAtiew_inqu5trk,s. : . be grOund for re-evaluation. •311L'• -.. MAP 2 n, n 5 APPROVED EXPIRES : 20 1995 21 NOTICE OF,ACCEPTANCE: STANDARD CONDITIONS 1. :„Extetitidti of Acceptance may be considered after a new application has been filed and the • supporting data; test report no older than ten (10) years, have been re-evaluatel. -1z • - All:fepotts of re-testing shall beat the seal, signature and date of an engineer rc in the State of Florida 1 :; " • •rj,; : 2. AnyievitIon or change iti the materials, use, or manufacture of the product or pcozr‘r.s shall •tiutothatiCally be cause for termination, unless prior approval is granted for revisions or change. , .; • , • Ally unsatisfactory performance of this product or process or a change in Code pro:i:ions shall • ... 'acceptance shall not be used as an endorsement of any product for sales or advertising • purposes. -,!..::` • .‘ i* .,:. • • :::,;.`...•,, , . ,r • : I. Failure to comply with Standard Conditions shall be cause for termination of Approval. I' -The IsicitiCe 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 ;,• S Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents shall he provided to 'the perniit applicant by the manufacturer;or his distributors and Shall be available for inspection at the job site at all time The prints need not be re-sealed by the engineer. . - • ': 1,, : 3 Man - 'erez, P.E. Plans Examiner II Product Control Division (VERTICAL OR IIOIIZONTAL) 1/3 L 1/3 1. 1/3 L (f I 310$ 330 101' < L S 137' POSITIVE DESIGN LOAD 72 PSF 62 PSI' NEGATIVE DESIGN LOAD • 62 PSI' ■ A 0 I 310 ■ ✓ J • - if 1310N ]30 (VORTICAL OR HOtIZONTAL) 1/2 L 1/2 L (f 11 3101 3 101' < L S 137' POSITIVE DESIGN LOAD 72 PSF 62 PSI' NEGATIVE DESIGN LOAD ■ ■ 62 PSI' ■ ✓ J 0 1 3101 330 I PANEL SPAN (L) L i'101" 101' < L S 137' POSITIVE DESIGN LOAD 72 PSF 62 PSI' NEGATIVE DESIGN LOAD 72 PSF 62 PSI' 4. N.T.S. TENSION FASTENER t24'OIL EXISTING STRUCTURE P1t®.CT •A49m10 LO ATIJ•. 1200' COVERAGE Q1 STORM PANEL SCALE 13' = 1' 0' .125' TYP. vARIESI 523' MAX. © ANGLE SCALE : 3' = I' 0' vIDiH UNLIMITED SECTION >,» (PERP. TO PANEL SPN() TYPICAL `ELEVATION SPANS < 101' OVERLAP FASTENERS TYP. CSEE NOTE • 6) 1 ,-- TOP MO.NT. PLAN VXV AL. ANGLE CLOSURE PIECE. 1' x 2' x .055' MIN. TO 2' x 3' x .055' MAX. FASTENERS (SEE NOTE • s) BOTTOM MOUNT. OPTIONAL M AKSNO L.SCATAN 0 WINGNUT SCALE I HALF SIZE • z At 0. a z EXISTING STRUCTURE TYPICAL ELEVATION 101' < SPANS < 137' N.T.S. PLAN VIEW SCALE' 1 - 1/2' ■ 1' -0' © 'h' HEADER SCALE I3' = vIDTM UNLIMITED (PERP. TO PANEL SPAN) SECTION 1 7 - TIP MOUNT. FASTENERS (SEE NOTE • 6) PLAN VIEV BOTTOM MOUNT. SCALE a 3' l'- 0' 0 'U' HEADER NOIES 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CORE, 1994 EDITION, AND THE 1994 DRWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL DE PERFIBRPIED IN ACCORDANCE WITH ASCE 7 -88 ' MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 18 GAUGE STEEL, CI = .043'). CONFORMING TO ASTM A446, STRUCTURAL QUALITY. GRADE' C. WITH A MIN. Fy = 40 KSI BEFORE ROLLING, GALVANIZED IN ACCORDANCE WITH ASTH G90. ALUMINUM EXTRUSIONS SHALL DE 6063 -76 ALUMINUM ALLOY. U.O.M. PRODUCT MARKINGS SHALL BE WITHIN 12' OS ONE END OF THE PANEL WITH A MIN. Or ONE MARKING PER PANEL (SEE STORM PANEL DETAIL 1 FUR LOCATION). AND SHALL DE LABELED - AS FOLLOWS. SEAVIEW INDUSTRIES. INC. MIAMI. FLORIDA DADE COUNTY PROD. APPRD. :i. ALL - 33 I. )a. AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM Fy 6. ALL PANELS WITH SPANS S 137' BUT LARGER THAN 101' SHALL BE FASTENED AT OVERLAPS 4 1/3 POINTS V/ 1/4 -20 x 1' SIDEWALK DOLTS Y/ DIE CAST ALUM PALM VASPERED VINGMUTS. ALL PANELS WITH SPANS S 101' BUT LARGER THAN 33' SHALL BC FASTENED AT OVERLAPS • MIDPOINT W/ 1/4 -20 x 1' SIDEWALK DOLTS V/ DIE CAST ALUMINUM VASNERED VINGNUTSi ALL PANELS VITM SPANS S 33' DO NOT REQUIRE FASTENERS AT OVERLAPS. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE wwUFACTURER'S REPRESENTATION or MATERIALS TO BE USED IN PRODUCT TESTING. ,. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN COf IRPVINCE WITH DADE COUNTY PROTOCOLS PA 201. 202. 9WD 203 WITH DESIGN LOADS AS FOLLOWS. DESIGN IS BASED ON CM. TEST REPORT • CRL- S1028A AND CRL- S1027A. I' OVERLAP AL. ANGLE CLOSURE PIECE. 1' x 2' x .125' MIN. TO 2' x 5' x .123' MAX. SHEAR FASTENER '0 24' O.C. EXISTING STRUCTURE ® STUD ANGLE SCALE • 3' = 1' 0' 9. A WARNING NOTE SHALL DE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS VILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING DOLTS ARE PROPERLY INSTALLED. ID. TOP t BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS PAY DE MOUNTED HORIZONTALLY %HERE APPLICABLE. V.J. K Fl. Lt Q ANGLE SCALE a 3' • 1' 0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT tC-I/1 F r 1 BY_ /�� P//1— PRODUCT ONTROL DIV:S.ON ' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO (- 1 ( -1 4 (Y) ) ‘ 0 3 PROFESSIONAL' GINEER date PE 0010983 1995 / W 9 Y e U U z N W N ' U 0 lit VI J x I- u_ 0. 0 u U Z II 0 4 C- U v 4. 4. TS 0 C b N N n • drowIr g no. 94 -152 t sheet I of 4 18 GAUGE STEEL STORM PANELS KNEZEVICH L PRODUCT TESTING 1994 KNEZEV revisions MI N. SEPARAT • FROM GLASS (IN) DIM. L $ 101 101' ( L S 137 A 1 -7/0 2-7/8 GLASS OR DOOR A ANGLE TO W ALL DETAIL ANGLE TO WALL DETAIL WOOD FRAMING TENSION FASTENER (SEE N4CNOR SCHEDULE) TENSION FASTENER (SEE N4OKR SCHEDULE) O WALL MOUNT SECTION A -SCALE s 3' = 1' -0' TENSION FASTENER (SEE ANCHOR SCtEDULO TYP. TO' t BOTTOM ® CONT. (TYP. TOP I. BOTTOM) • VOOO FRAMING O WALL MOUNT SECTION SCALE , 3' = 1' -0' OCONT. 1 /t' MAX 1/4 -20 MACHINE BOLT VDA•UT I C' ac. TYP. TOP I BOTTOM PANEL TO ANGLE DETAIL PANEL TO ANGLE DETAIL GLASS OR DOOR C i PLYVOOD AND STUCCO FINISH — SCALE • 3' = SCALE • 3' = 1' -0' CEILING /INSIDE MOUNT SECTION - - -- II �— x L' P.T. WOOD CONT. CONT. TENSION FASTENER (SIX ANCHOR SCHEDULE) 2 - 1/4'■ x 4 - 1/2' SS LAG SCRCV 124 OE. MX. V/ I-3/4' PENETRATICH W CENTER Cr STUDS NOTE, THIS DETAIL MAY BE USED AT TOP OR KITTEN IS PANELS. E WALL MOUNT SECTION (BOTTOM) EXISITNG STRUCTURE - - -- EXISITNG STRUCTURE GLASS OR DOOR TENSION FASTENER (SEE ANCHOR SCHEDNAD • ■ SIDE CLOS.RE REO'L (SEE PLAN VIEW) © BUILD -OUT MOUNT SECTION SCALE , 3' = 1•-0' 1/4-20 MACHINE BOLT t VINGNUT I L' O.C. SEAR FASTENER (SEE ANCHO2 SCHEDULE/ APPROVED AS COMPLY:NG WITH THE SOUTH FLORIDA BUILDING CODE 1(01 / �' i Na1J DATE BY / . • PRODUCT ONTROL DIVISION BUILDING CODE GDMPUANCE OFFICE ACCEPTANCE NO. 4 - JCxr • 63 C, cn • 0■ O U LJ Q W N T m Y o r a W e U d.- wing no. 94 -152 sheet 2 of 4 �Ilu ri i�ii GLASS OR DOOR A ANGLE TO W ALL DETAIL ANGLE TO WALL DETAIL WOOD FRAMING TENSION FASTENER (SEE N4CNOR SCHEDULE) TENSION FASTENER (SEE N4OKR SCHEDULE) O WALL MOUNT SECTION A -SCALE s 3' = 1' -0' TENSION FASTENER (SEE ANCHOR SCtEDULO TYP. TO' t BOTTOM ® CONT. (TYP. TOP I. BOTTOM) • VOOO FRAMING O WALL MOUNT SECTION SCALE , 3' = 1' -0' OCONT. 1 /t' MAX 1/4 -20 MACHINE BOLT VDA•UT I C' ac. TYP. TOP I BOTTOM PANEL TO ANGLE DETAIL PANEL TO ANGLE DETAIL GLASS OR DOOR C i PLYVOOD AND STUCCO FINISH — SCALE • 3' = SCALE • 3' = 1' -0' CEILING /INSIDE MOUNT SECTION - - -- II �— x L' P.T. WOOD CONT. CONT. TENSION FASTENER (SIX ANCHOR SCHEDULE) 2 - 1/4'■ x 4 - 1/2' SS LAG SCRCV 124 OE. MX. V/ I-3/4' PENETRATICH W CENTER Cr STUDS NOTE, THIS DETAIL MAY BE USED AT TOP OR KITTEN IS PANELS. E WALL MOUNT SECTION (BOTTOM) EXISITNG STRUCTURE - - -- EXISITNG STRUCTURE GLASS OR DOOR TENSION FASTENER (SEE ANCHOR SCHEDNAD • ■ SIDE CLOS.RE REO'L (SEE PLAN VIEW) © BUILD -OUT MOUNT SECTION SCALE , 3' = 1•-0' 1/4-20 MACHINE BOLT t VINGNUT I L' O.C. SEAR FASTENER (SEE ANCHO2 SCHEDULE/ APPROVED AS COMPLY:NG WITH THE SOUTH FLORIDA BUILDING CODE 1(01 / �' i Na1J DATE BY / . • PRODUCT ONTROL DIVISION BUILDING CODE GDMPUANCE OFFICE ACCEPTANCE NO. 4 - JCxr • 63 C, cn • 0■ O U LJ Q W N T m Y o r a W e U d.- wing no. 94 -152 sheet 2 of 4 GLASS OR DOOR 3 - 1/4'0 VOOD LAG 24 O.C. V/ MIN. PCIETRATION INTD VO® FRAMING Cr 2' wi P .81 04 PL ® Ft t m i s m CR 2. ' x l n• PLATE I TRUSS 01RD SCALE • 3' • 1' -O' ■ SEE ANOOt NDTE No. 2 VODD RDA TRUSS d © SOFFIT CONNECTION DETAIL rx4• P.T. VOOD CENT. GLASS: DR DOOR QI WALL MOUNT SECTION SCALE • 3' • 1• - • SEE MOM MT( No. 2 V2 TNC PLYV[1WD EXISTING FINISH OMIT. O'TD3NAL DUILD -OUT (six DETAIL ©1 TEI(SION FASTENER (SEE ANOOR SCNEDU..E FOR LAG SCREW) . O 2' ■ •• P.T. WOOD CONT. GLASS OR DOOR a, O illill' 4", iiiii 11"01 n41 ra . A ■ SEE MOOR KITE No. 2 EXISTTIG SIDING 1 s/8' MAX. VCnD MELDING CENT. 1/4• MAX O © WALL MOUNT SECTION SCALE ' 3' - 1'-O' APPROVED AS COMPLYING vim THE SOUTH F' °;D'. WADING CODE DAT I (J /T- BY PRODUCT C?ITROL D'.V :SON BUILDING CODE COMPLIANCE OFFIC, ACCEPTANCE NO � » L. � ' 5 41 /. '_ OPTIONAL DUILD -WT (SEE DETAIL © SECTIDM TEILSIDN FASTENER (SEE ANcH3R SCHEDULE FOR LAG SCREVS) n Cn U a t.2 z > zo La W N W Q y v W Z Z L.3 < Y Z X O. a O. N GO O O Or wing no. 94 -152 shOet 3 of 4 18 GAUGE STEEL STORM PANELS kNEZEVICH L ASSOCIATES. INC. ASSOCIATES, INC. COPYRIGNT I description SHOI1laQv 11404 . J1V II I SPCISIA321 a3a j I a op X1111 I C 6-12-2 ] ou in 1 1. GLASS OR DOOR 3 - 1/4'0 VOOD LAG 24 O.C. V/ MIN. PCIETRATION INTD VO® FRAMING Cr 2' wi P .81 04 PL ® Ft t m i s m CR 2. ' x l n• PLATE I TRUSS 01RD SCALE • 3' • 1' -O' ■ SEE ANOOt NDTE No. 2 VODD RDA TRUSS d © SOFFIT CONNECTION DETAIL rx4• P.T. VOOD CENT. GLASS: DR DOOR QI WALL MOUNT SECTION SCALE • 3' • 1• - • SEE MOM MT( No. 2 V2 TNC PLYV[1WD EXISTING FINISH OMIT. O'TD3NAL DUILD -OUT (six DETAIL ©1 TEI(SION FASTENER (SEE ANOOR SCNEDU..E FOR LAG SCREW) . O 2' ■ •• P.T. WOOD CONT. GLASS OR DOOR a, O illill' 4", iiiii 11"01 n41 ra . A ■ SEE MOOR KITE No. 2 EXISTTIG SIDING 1 s/8' MAX. VCnD MELDING CENT. 1/4• MAX O © WALL MOUNT SECTION SCALE ' 3' - 1'-O' APPROVED AS COMPLYING vim THE SOUTH F' °;D'. WADING CODE DAT I (J /T- BY PRODUCT C?ITROL D'.V :SON BUILDING CODE COMPLIANCE OFFIC, ACCEPTANCE NO � » L. � ' 5 41 /. '_ OPTIONAL DUILD -WT (SEE DETAIL © SECTIDM TEILSIDN FASTENER (SEE ANcH3R SCHEDULE FOR LAG SCREVS) n Cn U a t.2 z > zo La W N W Q y v W Z Z L.3 < Y Z X O. a O. N GO O O Or wing no. 94 -152 shOet 3 of 4 18 GAUGE STEEL STORM PANELS kNEZEVICH L ASSOCIATES. INC. ASSOCIATES, INC. COPYRIGNT ANCH I R SCHEDULE maw, :win - TCMSION SHGR FASTENER SPACING REQUIRED CINCHES D.C.) EXISTING STRUCTURE . FASTENER SPACING REQUIRED CINCHES D.C.) EXISTING STRUCTURE CONCRETE ANCHOR DESCRIPTION 1/4'0 RAVL STEEL DROP — IN W/ 1 -1/4' MIN. EMBEDMENT I/4'0 RAWL ZAMAC NAIL — IN W/ 1' MIN. EMBEDMENT 1/4 RAWL CALK — IN 1/4'0 RED HEAD W/ 7/8' MIN: EMBEDMENT SLEEVE ANCHOR v/ 1-1/4" MIN. EMBEDMENT 1/4'0 RED HEAD SLEEVE ANCHOR V/ 1-1/4" MIN. EMBEDMENT EDGE DIST SPAN (l) I". Ft 2' 3' 2' 3' 2' 3' 2' 3' 2' : ' 3' L S 101' 12' 12' 12' 12' 8' 10' ' 12' 12' 12' 12' 11' 12' 11' 12' 12' 11' 10' 12' 12' 101' ( L s 137• 9' 9' 9' 9' 7' 9' 8' 9' 9' i ' ' 9' 9 9' / / ' 9' 9' 9' 9' SCHEDULE TENSION Si-CAR TENSION TENSDON Si FASTENER SPACING REQUIRED CINCHES D.C.) EXISTING STRUCTURE HOLLOV BLOCK WOOD FRAMING ANCHOR DESCRIPTION 1/4 RAWL ZAMAC NAIL W/ 1' MIN. EMBEDMENT 1/4 RAWL CALK —IN W/ 7/8' MIN. EMBEDMENT 1/4'0 ITV TAPCON ANCHOR W/ 1 - 1/4' MIN. EMBEDMENT 1/4'0 RED HEAD SLEEVE ANCHOR W/ 1 MIN. EMBEDMENT ONE 1/4'0 S.S. LAG SCREW V/ 1 -1/2' MIN. EMBEDMENT EDGE DIST SPAN (L) I "" n. 2' 3' 2' 3' 2' 3' 2' 3' i 3/4' (SEE ANCHOR NOTE No. 2) L S 101' ' 9' ' 13' ' 9' ' 6' 6' 10' 9' 10' 11'' 12' 12' 11' 101' < L S 137' 4' 7' S' I1' 6 ' ' 4' „ 9' S' 8' ' ' 9 9 ' 12' 9' ANCHOR NOTES 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURERS RECOMMENDATIONS. APPROVED AS COMPLYING WITH THE SOUTH FLOP.IDA BUILDING CODE DA II " i I BY // /..... ' ��s PRODUC CONTROL D:: isY BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO `-i 14' ILO -2 . 6 3 CI C,