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534 NE 95 St (8)Hurst Awning Co., Inc. ACCEPTANCE NO.: 94 - 0829.04 APPROVED FEB 2 3 1995 EXPIRES : FEB 2 3 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension 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- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit 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. 7 Failure to comply with Standard Conditions shall be cause for termination of Approval. - 3 - Mandel-Perez, P.E. Plans Examiner II Product Control Division it Hurst Awning Co., Inc. ACCEPTANCE NO.: 94- 0829.04 8. EVIDENCE SUBMITTED APPROVED EXPIRES fEB 2 3 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -292b, dated September 13, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Construction Research Laboratory Inc., Report No. CRL S1021C, dated August 17, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of .060" aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -395b, dated December 14, 1994, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -128 Hurst Awning Co., .063" Aluminum Storm Panel, Sheets 1:, 2 and 3 of 3, prepared by Knezevich & Associates, Inc., dated 08/02/94, with revision No. 9 dated 01/30/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report of coils, not dated, for Aluminum Alloy 5052 -H32 by American Douglas Metals, with chemical composition and physical properties. 8.3.2 Tensile Test Report #94 -268 from ATEC Associates, Inc., dated 08/10/94 for Aluminum sample #S1021, tested per ASTM E8 -93, signed and sealed by Peter G. Read, P.E 8.3.3 Tensile Test Report from HETI, Project # HETI 94 -T26a dated 10/03/94 for Aluminum sample, tested per ASTM E8 -93, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: ` w o 8.4.1 Anchor analysis dated 12/19/94, Page 1, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. FEB 2 3 1995 Man ieI Perez, P.E. Plans Examiner II Product Control Division -2c- w , .' TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 w /reinforcing bars & bolts SATISFACTORY HETI 94 - 292b Max.. 1.75" CYCLIC WIND PRESSURE TEST SFBC PA 203 - 94 POSITIVE +72.0 PSF HETI - 94 - 292b +55.4 PSF HETI - 94 - 292b CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI - 94 - 292b - 73.1 PSF HETI - 94 - 292b LARGE MISSILE IMPACT TEST SFBC PA 201 -94 w /reinforcing bolts only SATISFACTORY HETI 94 - 395b Max.. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 - 94 POSITIVE +93.0 PSF HETI - 94 - 395b +71.5 PSF ' HETI - 94 - 395b CYCLIC WIND PRESSURE TEST SFBC PA 203 - 94 NEGATIVE - 94.0 PSF HETI - 94 - 395b - 72.3 PSF HETI - 94 - 395b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 - 94 POSITIVE +108.00 PSF CRL S1021C +72.0 PSF CRL S1021C @ Design 1.09" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE - 108.00 PSF CRL S1021C - 72.0 PSF CRL S1021C DESIGN PRESSURE RATING +72.0 PSF ;' i -72.0 PSF Hurst Awning Co., Inc. ACCEPTANCE NO.: 94- 0829.04 APPROVED FEB 2 3 1995 EXPIRES . FEB 2 3 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: -2b- Manuel- Perez, P.E. Plans Examiner II Product Control Division Hurst Awning Co., Inc. - 2a - ACCEPTANCE NO.: 94- 0829.04. APPROVED Man(t L Perez, P.E. Plans Examiner II Product Control Division FEB 231995 EXPIRES : FEB 2 3 1998: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS w/ washered wingnut spaced at 6" o.c.; both header and sill are fastened to the long leg of a 2" x 5" x 1/8" aluminum angle (Part 4) using 1/4 " -20 Machine bolt and nut spaced at not more than 21" o.c., at each fastener location a 2" x 4" x 1/8" x 4 1/2" long alum. reinforcing tube shall be fastened to the top and bottom angle, which is also anchored to the wall as shown on Drawing No. 94 -128, Sheet 2 of 3, "Build -Out Mount" Section C, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of opening; and fastened to the 2" x 2" x .080" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 6" o.c. as shown on Drawing No. 94 -128, Sheet.2 of 3, "Ceiling/Inside Mount" Section B, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. As well as alternate mounting conditions detailed. in Sections D thru G on Drawing No. 94 -128, Sheets 2 and 3of 3, bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and /or wood framing.and shall consist of only the anchors, embedment and spacing specified on Anchor Schedules onDrawing. No. 94 -128, Sheets 1, 2 and 3. Substitution of anchor type or indicated embedment 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 in use, must be protected against corrosion, contamination and damage at all time. 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 stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing tubes and bolts / or bolts only are properly installed at midspan, The separation of the shutter to the glass is what determines which option to use: a) For a separation of 1 3/4" or more 1" x 1" x 16 ga:: steel tube and bolts are required; b) For a separation of 2 1/2" or more, only bolts are required. 1 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. h.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 -128, Sheet 1 thru 3 of 3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control: Section, clearly marked to show the components selected for the proposed installation. • i ' 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. Hurst Awning Co., Inc. ACCEPTANCE NO.: 94- 0829.04 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum storm panel designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -128 Sheets 1, 2, and 3 of 3, using aluminum alloy 5052 -H32 coils, 063" thick. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs 2.3 .Components shall be aluminum alloys 6063 -T6, with shapes as shown on approved Drawing 94 -128 Sheet 1 of 3. As tested by Hurricane Engineering & Testing. 2.4 Tested specimen: Dimensions: 38 1/4" wide x 101" long overall, (97.87" long for ceiling/inside mount) -.3 Panels. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 8' -5" or 101", to be installed only as outlined on drawing No. 94 -128 Sheets 1, 2 and 3 of 3. 3.2 Minimum separation to existing glass to protect shall be: 3.2.1 With reinforcing 1" x 1" x 16 ga. steel tube and bolts at midspan: 1 3/4" 3.2.2 With reinforcing bolts only at midspan: 2 1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". is ot,;'1 3.4 Special Requirement: Spans greater than 33" require reinforcement at mid span. Reinforcing 1" x 1" x 16 ga. steel tube fastened with 1/4 " -20 x 3 1/2" bolts with die cast aluminum wingnuts or jacknuts at all overlaps (12" o.c.) at midspan, for shutters separated from the glass 1 3/4" or more. For a separation of 2 1/2" or more, only 1/4 " -20 x 3 1/2" bolts with die cast aluminum wingnuts or jacknuts at all overlaps (12" o.c.) at midspan are required. 4. INSTALLATION 4.1 The panels shall be installed only in the following conditions: s� 4.1.1 Wall Mount (Direct Mount) The panels are secured inside a top track "h" header (Part 2) at the head, which is anchored to the wall; and fastened to the 2" x 2" x .080" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 6" o.c., and which is also anchored to the wall, as shown on Drawing No. 94 -128, Sheet 2 of 3 "Wall Mount" Section A, bearing the Dade County Product Control approval stamp. 4.1.2 Buildout Mount The panels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" x .080" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts 2 FEB 2 3 1995 FEB 2 3 1998 Ma ' el Perez, P.E. Plans Examiner II Product Control Division METRODADE PRQDUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami, Your application for Product Approval of: 63W lunsii�idi Storm. Panels �r lir 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 (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 be valid for a period of three years. The Office of Code Compliance reserves' 1 1 0 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 Department may revoke, modify, or suspend the use of such product or material immediately. The'B.uilding Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0829.04 Expires:02 /23/98 FL 33142 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02/23/95 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 11603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) .375.2908 Raul Rodfiguez Product Control Division Supervisor s anger, Director ,x, !, Building Code Compliance Dept. Metropolitan Dade County Z.1' zz` 1l.' a mosai I. 11S" x 65" z. 51.2.5' X 53" 5. 33. $ 4. 38. - 4s" x 3•'` 5. 51.,..5" x 33 �. 'Sg'.$'' x 40.5" ?. 53.1 x 51.2-S" g I4 " x 5'S.�S ► q 33. Z.S x 50. ►v P4 /+a ii ..s" x 41.5" 12.. .Za3.25" x 45 .14.2.5" 13. ZV" x 4D.5" i4. r.l /A 13 3p. - 4s" x 40.1s it,. 46.25" x tos 10 1' - 0" 534 h1. e.. 95 `Ur DA.0 ‘ r> V./AT 4 1 - 13 " 1.1i(=vA til,'- 5" MEAD 1�� - to" sheet no. 1 of 1 drawing no. SK95 -276 1 / # L // // 5 -1/2' 5/26/95 (scale. AS SHOVN1 de31Rn by, !drown by. checked by JV): 1 61 -3/4' 3' x 3' x .125' ALUM. COL. [ HORIZONTAL LLATION OF PANELS 61 -3/4' N OTES' 1. DESIGNED IN ACCORDANCE WITH THE S.F.B.C., 1994 ED. 2. USE IN CONJUNCTION WITH KA DRAWINGS No. 94 -128 AND 94 -165, STORM PANEL DETAIL • WATSON RESIDENCE 534 N.E. 95 ST. MIAMI, FL 6 61 -3/4' 6' 5' F -TRACK 8' x 8' WOOD COL. KNEZEVICH & ASSOCIATES;" N ENGINEERS, PLANNERS 1 PRODUCT TESTING 641 MOKENA DRIVE MIAMI SPRINGS. FLORIDA. 33166 NICE (305) 883 -9571 CEPYRIGHT 1995 KNEZEVICH 1 ASSOCIATES, INC. FOR HURST MINING k a V.J. KNEZEVICH. PE JOHN W. KNEZEVICk P E. Is KNEZEVICH AND ASSOCIATES, INC. . ENGINEERS • PLANNERS • PRODUCT TESTING 3' Z1' Zz' - 2. 51.23" Y b" 3. 35.1A S' H,o L2..y aoes1 q I. 11L9" x Li•5 ` r 1 641 MCKENA DRIVE. MIAMI SPRINGS. FLORIDA 33166 JOB 53 N• 95 -r-1 .S7iZEG7 JOB No. SHEET No. / of / DATE 1. , 13,0 ',z e.. 9��`� Te.utr Jo.. - r 4 41' 4. e.1S e • ►3 9/8 2o G 5_ - ri.. � 6.3 4. �'. 40.S" 1 0 , 5 v. 5'5. 3'• x 1 S.77 8, -4 x 53.1S" Z 'L q , ba.2S >< c - 1 8,x{ - -10r. .. M/ - .._.. . it-3as"ic -�-5" 1 2 t2. Zca.2S x 46.azs . (p 3 91.1 13. ZL" x 40.5" '7 ,1 14. Wok it 4o. 46 ` ( •S5 IL. 16.2,5" x l.s .. 31,4 NOTES: MSAN RAJ 1- 1eV41-T 2a' 13' 3 1'; ■ 13' zz 1. Wind Toads are determined in accordance with the 1994 South Florida Building Code and ASCE 7-88. .Wind load calculations_ are based upon a mean roof height as noted. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind (gads for the building are as noted belovfou►es3 c valttes are labeled ad'aitt to ti buBditig - opening: - -- _ Positive - Negative .6 7 p 4. This drawing shall be used (ue- dete wind loads only. Shutter instailstior , accordance with shutter design drawings. TEL EP4CNE: 1305) 883 -9571 FACSIMILE. (305) 883 -9572 95 - 090 5/22../.9c Ji A;E. OF FLORIOA, D DE 13y e :: C !r2:,' NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3206 - 014 -0820 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. c � ( c i S t p fJlr..l 5,,-S 1. Legal description of property and street address: 2. Description of improvement: L.)4-0 Caw. 4),),1A 3. Owner(s) name and address: Mr M r (Jp t t U•.-)a4C) 531 MGT ?, N aidDe-L4 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: k (13.» fit, ik 6. Lender's name and address: Sworn to and subscribed before me this JO:4M'! GUERRA Notary Publ :;; Ct to of Florida My Comm. oxrires July 18, 1998 95R2 1492 4 1995 JUN 01 49:42 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b). Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) P- 0 am/ WJAPv■- Signature of Owner 1 l W . 3,-S — I44 - a-a- 3)1L-0 Print Owners Name C MID L S " 4 (' — CI --c Prepared by: GENE SHAPIRO 5th day of APRIL , 1995 HURST AWNING COMPANY, INC. Address: 5795 N.W. 36th AVE. Notary Publi MIAMI. FT. ill 42 Print Notary' ame JOANN GUERRA My Commission Expires: 123.01 -52 2193 .117' TYP. SCALE• -0' vAgizs. 5.25' mom SHEAR FASTENER ® ANGLE SCALE • 3' • 1'- 0' Q STORM PANEL VDTTH UNLIMITED (PERP. TO PANEL SPAN) SELTD?N+� >tOr CIIrOABE DAP L TYPICAL ELEVATION <FUR PANELS 11/ SEPARATTQR FROM GLASS < 2 BUT 2 1 -3/4') OVERLAP FASTENERS TYP. CSE E NOTE M, 6) AL ANGLE CLOBU RE POCOID 1' x 2” x .002• MIN. 70 2' x 5' x .070• MAX. TIP •MENNE PLAN Vi t BOTTOM !CUNT. c ct' TYP. 8 I �i I ® STUDDED ANGLE :COLE 1 3' sis 1- 0' 1' x.1' TUBE 4 FASTDE7lS OM PLAN VIM 4 NOTE 6) PLAN VIEW SCALD 1-1/2' s 1' WIDTH UNLIMITED mom TO PANEL SPAN) VINGNUT SCALE s HALF SJZZ =Tim TOP MOUNT. TYPICAL ELEVATION OAR PANELS W/ SEPARATION MN GLASS 2 2 -1/2') MOM 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING C. 1994 EDITIIM, MD 1994 BRW•RD ART EDITION. - - 2. POSITIVE AND NEGATIVE DESIGN PREAV_ CALCULATIONS SHALL BE PERFUMED IN ACCORDANCE VITH ASCE 7-88 •MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. =MN PANES SMALL IE 5032 -IO2 ALUMINUM ALLOT. 0.063' THICK. vITH A MIN. Fy CREME ROLLING) OF 26 KSI. ALUMINUM EXTRUSIONS SHALL DE 6063 -76, 11.11. N. 4. PRODUCT MARKINGS SHALL SE WITHIN I2' OF DE END D' TN E VITA A MIN. OF DE NARKING PER PANEL CSEE STORM PANEL DETAIL FOR LOCATION), AND 61441.1. BE LAS E+ AS FOLLOWS' OVER .AP RIMERS (SEE PLAN VIM 1. KITED BOTTDI MOAT. . Q 'U' HEADER SCALE 3' - 1'• V H URST M E ffi.. INC. MAMI. - n.. 9ADE WWY'PRA. APPRO. D. ALL 'BOLTS AND MASHERS SHALL BE GALVANIZED 172 STAINLESS STEEL WITH A MMINIMIM Fy - 33 KSI. 6. ALL 'PANELS 'SHALL 36 FASTENED AT OVERLAPS AT 4IIDSPAN .VITH 114•20 x 1' SIDEVAL.K "MOLTS AV/ .,DIE 'FAST +AIIMINUM .VASIERED •VINGNUTS 371 .JA000TS CSFE TYPICAL ELEVATIODI 4CYEVER. •A 1' x 1' x 16 .GA STEEL TIDE NAY 'SE FASTDIs'D AT IDSPAN TO DECREASE DEFLECTION. FASTENERS TD - 7112E SHALL SE 1/4 x .3 - 1/E' Rim .V/ DIE CAST ALIMINIM VADE RED VIIIAUTS 'IR .JACKNITS CSEE PLAN FLEW . FOR PANEL SPANS LESS TWA 23' OVERLAP FASTENERS J. TIM ARE !CT REOJORED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION MATERIALS TO BE 1= IN PRODUCT TESTING. 8. TIE DETAILS AND SPECIFICATIONS SHOWN Hf3REIN REPRESDRT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC Ate UNIFORM STATIC AIR PRESSURE TESTING IN CDFCIDIANCE VITA DADE COIDITY PROTOC .6 PA- 201. 203. AND 202 WITH DESIGN LOADS AS FOLLOWS.. - POSITIVE DESIGN LIIAD 72 PST - NEGATIVE DESIGN LaAD 72 PST REFEREINCE HETI TEST REPORT •a HETI 94 -292b AND HETI 9h393b MD CR . SETT REPORT s I P21C. 9. A YARNING NOTE SHALL BE N 1tLY PLACED ON EITHER THE SILL OF TIE SHUTTERS OR ON EADI PANEL ADVISING THE HOME INNER DR TENANT OF TIE FDL DG - !F THE DISTANCE RCN Gt.= TD PA EI. TS < e A REDMIRCDIG BAR i 14TZ ACM= ALL PNIELS AT MIDSPHVN ME RED IN DRIER ID WVElt mama F & 5 M - TF THE =mace FRd1 GLASS TO PAM. IS 2 2 ONLY noirmectNG MOLTS AT =CM W ALL PRIC.$ ARE RE ME D ID OFFER 1410D NIC PR IETT1aI. 10. 7TIP t BUTTON DETAILS DOW MAY BE INTERCi4ANGEa AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VHERE APPLICABLE. SHEAR FASTENER o-. •_ EXISTINGZ" STRUCTURE �6' @ _ - a fAciftigi •_ 411, ® I:1PTIONAL ANGLE :CAL.E . 3' s 2'• 0' . 5 :A LEGTIDYIL 4FESS APPROVED AS COMPLYING W?TH THE SOUTIJAMIDA BUILDING 3DEry DATF / 19'7 5 BY . /2. h PRODUCE C ONTROL .DIVISION BUILDING -CODE j p=1ICE OFFICE ACCEPTANCE NO iw 1 MN11.Ofrs I. 94228 • sheet 1 of 3 3 ,4 1 a Li > cu C a'. VI in LL c, 1•••_... I i A (VERTICAL OR {DRIZINTALI n 1 , , i P � IN''' '•■• A A R .117' TYP. SCALE• -0' vAgizs. 5.25' mom SHEAR FASTENER ® ANGLE SCALE • 3' • 1'- 0' Q STORM PANEL VDTTH UNLIMITED (PERP. TO PANEL SPAN) SELTD?N+� >tOr CIIrOABE DAP L TYPICAL ELEVATION <FUR PANELS 11/ SEPARATTQR FROM GLASS < 2 BUT 2 1 -3/4') OVERLAP FASTENERS TYP. CSE E NOTE M, 6) AL ANGLE CLOBU RE POCOID 1' x 2” x .002• MIN. 70 2' x 5' x .070• MAX. TIP •MENNE PLAN Vi t BOTTOM !CUNT. c ct' TYP. 8 I �i I ® STUDDED ANGLE :COLE 1 3' sis 1- 0' 1' x.1' TUBE 4 FASTDE7lS OM PLAN VIM 4 NOTE 6) PLAN VIEW SCALD 1-1/2' s 1' WIDTH UNLIMITED mom TO PANEL SPAN) VINGNUT SCALE s HALF SJZZ =Tim TOP MOUNT. TYPICAL ELEVATION OAR PANELS W/ SEPARATION MN GLASS 2 2 -1/2') MOM 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING C. 1994 EDITIIM, MD 1994 BRW•RD ART EDITION. - - 2. POSITIVE AND NEGATIVE DESIGN PREAV_ CALCULATIONS SHALL BE PERFUMED IN ACCORDANCE VITH ASCE 7-88 •MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. =MN PANES SMALL IE 5032 -IO2 ALUMINUM ALLOT. 0.063' THICK. vITH A MIN. Fy CREME ROLLING) OF 26 KSI. ALUMINUM EXTRUSIONS SHALL DE 6063 -76, 11.11. N. 4. PRODUCT MARKINGS SHALL SE WITHIN I2' OF DE END D' TN E VITA A MIN. OF DE NARKING PER PANEL CSEE STORM PANEL DETAIL FOR LOCATION), AND 61441.1. BE LAS E+ AS FOLLOWS' OVER .AP RIMERS (SEE PLAN VIM 1. KITED BOTTDI MOAT. . Q 'U' HEADER SCALE 3' - 1'• V H URST M E ffi.. INC. MAMI. - n.. 9ADE WWY'PRA. APPRO. D. ALL 'BOLTS AND MASHERS SHALL BE GALVANIZED 172 STAINLESS STEEL WITH A MMINIMIM Fy - 33 KSI. 6. ALL 'PANELS 'SHALL 36 FASTENED AT OVERLAPS AT 4IIDSPAN .VITH 114•20 x 1' SIDEVAL.K "MOLTS AV/ .,DIE 'FAST +AIIMINUM .VASIERED •VINGNUTS 371 .JA000TS CSFE TYPICAL ELEVATIODI 4CYEVER. •A 1' x 1' x 16 .GA STEEL TIDE NAY 'SE FASTDIs'D AT IDSPAN TO DECREASE DEFLECTION. FASTENERS TD - 7112E SHALL SE 1/4 x .3 - 1/E' Rim .V/ DIE CAST ALIMINIM VADE RED VIIIAUTS 'IR .JACKNITS CSEE PLAN FLEW . FOR PANEL SPANS LESS TWA 23' OVERLAP FASTENERS J. TIM ARE !CT REOJORED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION MATERIALS TO BE 1= IN PRODUCT TESTING. 8. TIE DETAILS AND SPECIFICATIONS SHOWN Hf3REIN REPRESDRT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC Ate UNIFORM STATIC AIR PRESSURE TESTING IN CDFCIDIANCE VITA DADE COIDITY PROTOC .6 PA- 201. 203. AND 202 WITH DESIGN LOADS AS FOLLOWS.. - POSITIVE DESIGN LIIAD 72 PST - NEGATIVE DESIGN LaAD 72 PST REFEREINCE HETI TEST REPORT •a HETI 94 -292b AND HETI 9h393b MD CR . SETT REPORT s I P21C. 9. A YARNING NOTE SHALL BE N 1tLY PLACED ON EITHER THE SILL OF TIE SHUTTERS OR ON EADI PANEL ADVISING THE HOME INNER DR TENANT OF TIE FDL DG - !F THE DISTANCE RCN Gt.= TD PA EI. TS < e A REDMIRCDIG BAR i 14TZ ACM= ALL PNIELS AT MIDSPHVN ME RED IN DRIER ID WVElt mama F & 5 M - TF THE =mace FRd1 GLASS TO PAM. IS 2 2 ONLY noirmectNG MOLTS AT =CM W ALL PRIC.$ ARE RE ME D ID OFFER 1410D NIC PR IETT1aI. 10. 7TIP t BUTTON DETAILS DOW MAY BE INTERCi4ANGEa AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VHERE APPLICABLE. SHEAR FASTENER o-. •_ EXISTINGZ" STRUCTURE �6' @ _ - a fAciftigi •_ 411, ® I:1PTIONAL ANGLE :CAL.E . 3' s 2'• 0' . 5 :A LEGTIDYIL 4FESS APPROVED AS COMPLYING W?TH THE SOUTIJAMIDA BUILDING 3DEry DATF / 19'7 5 BY . /2. h PRODUCE C ONTROL .DIVISION BUILDING -CODE j p=1ICE OFFICE ACCEPTANCE NO iw 1 MN11.Ofrs I. 94228 • sheet 1 of 3 3 ,4 1 a Li > cu C a'. VI in LL c, 1•••_... SEE FRON GLASS Z PR IM GASS S NED LE GLASS ANGLE 'M WALL. DETAIL COISTDG STRUCTURE TENDON F* TDCR (SEE ANCHOR SDMILLD TTP. TOP L 71715111 EXISTING STRITrTUR£ O WALL MOUNT SECTION A SCALE 1 3' g • l' 3/4-20 M•OW DOLT i VDIGNUT S 6 O.C. PANEL T11 ANGLE DETAIL ANGLE TO VALL DETAIL PANEL TO ANGLE DETAIL GLASS OR DOOR 0 Qi DOOR iiiii 0.1 mu z SEE SEPARATION MEN PLYWOOD peco STUCCO FITOSH GLASS SwrwL E SIFJNU FASTDNIM SEMI T O D >� VICO G CMG. ® corn. KO t THIS DETAIL NAY DE USED AT TOP OR ICTT 1 PAIfZS. \-V4't x 1-3/4' TS. LAG 1 1r'DC V/ 1 -11 PEIETMTION DUD VOID - 1/4'A 12'SS. LAG SCREV t 1r OL MAX V/ I 'DETDA= D+ =TER If STUDS O WALL MOUNT SECTION O WALL MOUNT SECTION (BOTTOM) SCALE + 3• ■ 2'-Q" ]/4• MAIL 114-20 MOO RE DO`T L VDIOLTT W. OR ® CEILING/INSIDE MOUNT SECTION SCALE , 3' = 1‘0' GLASS OR - DOQ2 SEE SOPAINUON FRDI GATT rnswU 114SMSI111'D D. 1/4 MENDE 32LT L VINGWT t 6' D.C. DOS'T116 STDURDlC + SOME CLI SU/C NOM (SEE PUPA VIEV) , TMDS )DETAIL MAT DE ULEM AT T1! OR W PAIFlt. ALT. BUILD -OUT MOUNT SEC SCALE 3! • SEE EMMEN Mt GLASS 33:123111 .E =CET 3 CTYP) COIR. ® LT)IT. RYP. TOP L IIITTDM wwwwimii EXISTING STRUCTURE S1TIC 0.13STRE RED'S (SEE PLAN VIEW) 0 BUILD -OUT MOUNT SECTION SCALE 13' s rx4'x1/1'xD -4-12' ALT c! Er OTC. L . 11395 J 1114 /XS 1r CZ CRP. TOP L DOTTTDO 3/4■10 NAME ICU 1 Kr t Et' lit. CTYP. TIP L DOTTOIO 1/4' MAX V4-20 w1OWE Jm.T L VDGNUTT 1 6' C.. CTYP. TOP L..DOTTTlo 4.4 's•-• C x 4' x 1/1' x Al.. TUE t 2Y dt. CT1fP. TIP L DOTTOO APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE n DATE h / IJO< �1g gS BY PRODUC ONTROL DIViS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.4 Q - OP .c -I (---- RIIFESSID ENGINEER v..J. ;= ICH FL Uc a No PE 0010983 JAN 3 1 1995 dn•te r N r u • • 1 u 3 M Z 1 = $ za5f g o w w + dram% no. 94 -128 sheet 2 of 3 ANCH II SCHEDULE • I mand ,�, - 13/4' MIN. FASTENER SPACING REQUIRED (INCHES Q.C.) EXISTING CDC STRUCTURE ANCH 1/4•4 RAVL STEEL DROP -IN DESCRIPTION V/ 1' MIN EMBEDMENT { 1/4.4 RAVL ZAMAC NAIL -IN V/ 1 -1/8' MIN. D4BEDHDIT • 1/4• RAWL CALK -IN V/ 7/8' MIN. D4BEITMENT 1/4'0 ITV TAPCIN AM:188 V/ 1 -1/4' MIN. O NEIDE 4T 1/4•• ITV RED-M Ab SLEEVE ANC> W/ 1 -1/4' MIN. D4BNB QPM IT EIGE DISTANCE 2' 3' 2' 3' 2' 3' 2' 3' 2' 3' FASTDER SPACING Er � ' I2' . 8;......,../.'.- ' IQ' 9' 12' 12' 8' 12 2' 10'' 11' ll' I2' 11' 11' 2_,,....• 12' SEPARATIDN FROM GLASS SCHEDULE OVERLAP FAt7ORNG HARDWIRE NINDSM SEPARATIDI rum GLASS 1/- 0 BELT I. JACKN TT OR %M OUT 2-1/2' OR M STEEL 111E V/ 11440 IU.T 1. JACKNUT Q VINGPAIT 13/4' MIN. DISTAN CE FASTDER 2' s' 9' O DIRECT MOUNT DETAIL =ALE s3'• -0' 3' 2' s 7' 12' 6' ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES O,C,) EXISTING STRUCTURE. HOLLOW BLOCK ANN ANCHOR 1/4'• RAWL ZIMIAC NAIL -IN 1/4 RAVL CALK -IN DESCRIPTION V/ 1-1/8' MIN. EMBEDMENT V/ 7/8' MIN. DIBEDIENT 3' 8• 12' 1/4'■ ITV TAPCON ANCHOR V/ 1 -1/4' MIN. EMBEDPQIT 2' 3' 9' 7' 1D' 9' 9' tam TM DETAIL NOY BE USED AT 1TP OR MIEN O< PA/ELS: O WALL MOUNT DETAIL SCALE s3' -1 1/4'15 rn RED -MEAD SLEEVE ANCHOR V/ 1 -1/4' MIN. EMBEDMENT 2' 3' VOQD FRAMING ONE 1/4•4 WOOD LAG SCREW V/ 1 -7/8' MIN. EMBEDMENT 3/4' CM ANCHOR NOTE No. 2) 11' ton_ SEE NOTE No. 4 con' 1 Or 1) rot INFO. ON OVERLAP FASTENING. MOM NOTI'si L MINIMUM EMBEDN NT AND EDGE DISTANCE EXCLUDES VALL FINISH OR STUCCO. 2. VMZRE LAG SCREWS FASTEN TD NARROV FACE OF STUD wOOD FRAHM. FASTENER SHALL BE LDCATED IN CENTER OF 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECIDo£NDATIoNs. APPROVED AS COMPLYING WITH THE SOLT-I FLORIDA BUILDING CODE CAT= - / i BY /i ce- -. ' .. PRODUCT OL DIV!S.ON BUILDING CODE COi.1PUANCE OFFICE ACCEPTANCE r4O q4 - Q3 9, O' PRQFESSD DAL ENQNEERR Na PE X10983 3 1 1995 date icy 6 I L Q N E cn < H o^ y 0 a i m o . La 5 = = Y z a W.OSm , V 12 1 u w • J a yr 2 •1w droning .o. 94 -128 sheet 3 of 3 OQSTING STRUCTURE LICISTINO tTtI CRAE 1134001 FASTENER ANCMR SCICIttD Burst Awning Co., Inc. ACCEPTANCE NO.: 94- 1216.02 �, 2 fi � . , r p _ I, APPROVED EXPIRES : Sept. 20. 1996 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension 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- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the 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. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval.o Ma . =I Perez, P.E. Plans Examiner II Product Control Division Hurst Awning Co., Inc. ACCEPTANCE NO.: 94-1216.02 APPROVED MAR 2 0 1995 EXPIRES : Sept. 20. 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure Test Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test. per PA 203 -94 of extruded aluminum accordion shutter (132" span), prepared by Construction Research Laboratory, Inc., Report No. S1025A, dated November 30, 1994, signed and sealed by Vipin Tolat, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test Loading, per PA 202 -94, of extruded aluminum accordion shutter (45" span), prepared by "Hurricane Engineering & Testing Inc. ", Report No. HETI 94 -368, dated November 10, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Uniform Static Air Pressure Test Loading, per PA 202 -94, of extruded aluminum accordion shutter (134 1/2" span), prepared by "Hurricane Engineering & Testing Inc. ", Report No. HETI 94 -363, dated November 3, 1994, signed and sealed by Hector M..Medina, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test Loading, per PA 202 -94, of ext aluminum accordion shutter (89 1/2" span), prepared by "Hurricane Engineering & Testing Inc. ", Report No. HETI 94 -365, dated November 5, 1994, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -177 "Super -Fold Accordion Shutter ", Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich and Associates, Inc., dated 11/23/94, Rev. 1 - 1/25/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Indalex, dated 12/13/94 with chemical composition and mechanical properties for aluminum alloy 6063 -T6. 8.3.2 Tensile Test Report No. 70 -02- 131174, prepared by Atec Associates, Inc., dated 09/27/94, tested as per ASTM E8 -93. 8.4 Calculations: 8.4.1 Comparative and Anchor analysis dated 12/13/94, Pages 1 thru 20 of 20, prepared by Knezevich and Associates, signed and sealed by V.J. Knezevich, P.E. -2c- i Man - Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (SPAN= 132 ") Center mate - SATISFACTORY S1025A Max. 2.31" 2.69" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (SPAN = 132 ") +99 PSF S1025A +76 PSF S1025A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (SPAN =132 ") -99 PSF SIO25A -76 PSF SIO25A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (SPAN =132 ") +114 PSF S1025A +76 PSF S1025A @ Design : 0.88" R UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN =132 ") -114 PSF S1025A -76 PSF S1025A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN =45 ") -578 PSF HETI 94 -368 -385 PSF HETI 94 -368 a Design 0.390" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (SPAN = 134 -1/2 ") -114 PSF HETI 94 -363 -76 PSF HETI 94 -363 @ Design 1.377" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (SPAN = 134 -1/2 ") -114 PSF HETI 94 -363 -76 PSF HETI 94 -363 @ Design 1.291 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (SPAN= 89 -1/2 ") -295 PSF HETI 94 -365 -197 PSF HETI 94 -365 @ Design I ?08" DESIGN PRESSURE RATING +76 PSF -76 PSF Hurst Awning Co., Inc. ACCEPTANCE NO.: 94-1216.02 MAR 2 0 1995 APPROVED EXPIRES : Sept. 20. 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TES TS: RESULTS: -2b- Mar4uel- Perez, P.E. Plans Examiner II Product Control Division Hurst Awning Co., Inc. ACCEPTANCE NO.: 94- 1216.02 mAR 2 0 1995 APPROVED EXPIRES : Sept. 20. 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS The sill is either the same Ceiling Mounted Header (Part 1) turned upside down or the two -piece sill assembly, Adjustable Sill -Top (Part 4) and Adjustable Sill- Bottom (Part 5), fastened to the long leg of two doubled up continuous 5" x 2" x 1/8" aluminum angles (Part 11) using two 1/4 " -20 machine bolt w /nut spaced at 8" o.c., all angles provide the build out and are anchored to the wall as shown in Sections C and D "Build -Out Mount Section" on Dwg. No. 94 -177, Sheet 3 of 4. 4.1.2 Wall Mount • In this mounting arrangement, both the Wall Mounted Header (Part 2) and the Wall Mounted Sill (Part 3) are anchored directly to the wall, as shown in Sections A and E "Wall Mount Section" on Dwg. No. 94 -177, Sheets 2 and 3 of 4. 4.1.3 Ceiling/Inside Mount In this mounting arrangement, the Ceiling Mounted Header (Part 1) is anchored directly to the underside of a poured concrete lintel; and the sill assembly, Adjustable Sill -Top (Part 4) and Adjustable Sill- Bottom (Part 5), is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling /Inside Mount Section" on Dwg. No. 94 -177, Sheet 2 of 4. 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 No. 94 -177, Sheets 1, 2, 3, and 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 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. 4.3 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. 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. IDENTIFICATION 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 number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6 ; 1.3 Duplicate prints of approved drawing No. 94 -177, Sheets 1, 2, 3 and 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 91- 0212.062 dated September 20, 1993. -2a- Man : ' erez, P.E. Plans Examiner II Product Control Division Hurst Awning Co., Inc. ACCEPTANCE NO.: 94- 1216.02 MAR 2 0 1995 APPROVED EXPIRES : Sept. 20. 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter under the trade name of "Super Fold" designed to comply with the South Florida Building Code "Impact Test" requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 5.252" x .060" thick, constructed as indicated on approved drawing No. 94 -177, Sheet 1 of 4, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components. Shutter shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be 1/2" dia. x 3/4" long nylon bushing with #14 x 3" #410 SS sheet metal screws with fluorocarbon coating. 2.3 Tested specimen: Dimensions: 40" wide x 49 1/2" long overall. t■, 40" wide x 94" long overall. 52" wide x 139" long overall. 3. LIMITATIONS 3.1 Maximum blade height or spars: 132" See "Maximum Allowable Span Schedule" on Sheet 4 of 4 for maximum allowable span vs. negative design load. 3.2 Minimum separation between glass to be protected and shutter: 3.2.1 For elevations less than 30' from grade: min. separation is 2.75 ". 3.2.2 For elevations over 30' from grade: Use "Minimum Separation from Glass" schedule on Sheet 4 of 4 to obtain the min. separation. 3.3 Special requirement: 3.3.1 A maximum of 0.25" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position and activate during hurricane warning. 3.3.3 A Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Built Out Condition Every fourth blade hangs from a set of double nylon rollers mounted in an aluminum roller housing that glide on the track of the Ceiling Mounted Header (Part 1), every blade has a pin' at,'`the top and the bottom that slides inside the ceiling mount header which is fastened to the long leg of a continuous 5" x 2" x 1/8" aluminum angle (Part 11) using l/4 " -20 machine bolt w /nut at 12" o.c. ii 2 Man - l P - rez, P.E. Plans Examiner II Product Control Division 4 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami, FL 33142 Your application for Product Approval of: "Super Fold" Aluminum Accordion Type Shutters 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 (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 be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. ;The Building Code Compliance Department reserves the right to require retesting of this product or material,,should any amendments to the South Florida Building Code be enacted affecting this product or material:) The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1216.02 (supersedes No.: 91- 0212.06R) Expires:09 /20/96 Approved: 03/20/95 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 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 1 Raul Rodfiguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Buil Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. • s anger, Director , i , Building Code Compliance Dept. Metropolitan Dade County •• O HEADER -CLG. MOUNTED SCAM HALF SIZE tl • .062' t2 • .109' SCALE FULL SIZE 12 LOCKING PIN 13 ROLLER ASSEMBLY O HEADER =WALL =MOUNTED SCALE HALF SIZE O FLAT END SLAT SCALE HALF SIZE .220' I.D. .360' U.D. .519' I.D. .679' 0.D. TYP. SLAT SCAM HALF SIZE NET: 2 SILL -WALL MOUNTED SCALES HALF SIZE 09 FEMALE LOCK -SLAT SCALE' HALT SIZE 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE, 199 EDITION, AND THE 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE VITH ASCE 7-38 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. ALIUIIN UI EXTRUSIWS SHALL BE 6063 -T6 ALUMINUM ALLOT, U.D.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMAPE.TLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS, HURST AWNING CO.. - INC. OTANI. FL. BABE COUNTY PROD. APPRO. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED DR STAINLESS STEEL V/ A MIN. Fy s 33 KSI. FOP RIVETS SHALL BE 3/16'0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE. 7. THE DETAILS AND SPECIFICATIONS SHOVN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN (ZBFOR 4NW V/ DADE .COUNTY PRDT0001.5 PA 201. 202, AND E03. 8. DESIGN IS BASED ON TEST REPORT 1 CRL 3- 1o25SA, WTI 94- 363. 94 -365 t 94 -368. 9. THE MAXIMUM SHUTTER BLADE LENGTH TESTED WAS 134-1/2'. 10. CLOSURE STRIP FOR BUILD -OUT NDUNT SHALL BE AN ANGLE OF SUFFICIENT SIZE TO FULLY COVER BOTH OPEN SIDES OF STORM SHUTTER INSTALLATION INSTALLATION. CLOSURE STRIP SHALL BE ATTACHED TO WALL VITH 1/40 FASTENER P 24' D.C. CTYPE TO BE DETERMINED FROM ANCHOR SCHEDULE). PANEL NEED NOT ME ATTACHED ID CLUE STRIP. SCAM HALF SZZF 10 MALE LOCK SLAT SCALE HALF SIZE T - 2.986' 0 ADJ: - SILL -BDT. SCALES HALF SIZE .125' CTYP) -++ 2.000• it ANGLE Yell CTYP) SCALE1 HALF SIZE 4 - DFESSIONAL: EN a-te 8 rs APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT /c-1i 1 ' BY '/ i PRODUCT NTROL I DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. q +-, M . Ca ; K._ 0010983 rm 1. u ' • 2 6 U z drawing no. 94 -177 sheet 1 of 4 J ( ♦ .!a 2 aaaus LLI -1s6 nu ew.o.,p 3 3 P A Z 0 2 772 z 7C col 8 A Z z N a' m _ Cr < In fk• - H > p r (1 '3 n (1) 0 y ., «-. -4 rrt rn H L1 33NV1d33011 301130 3ONVIlcilia6 3a03 ONIa11n1 x'11 ;SiAI01081NOJ.3 As Sbbt ' Q r L p)r)l.LI A'va 3(100 ONIO1Ifls valao1J H111OS 3H1. H11M ONIA1dW03 SY a3AOIddY .0 —d .B.E 1 3'1VVS NOLL3 OW 3QISNi /DNi1133 ® NOLL33S 1NnOw 11W SCE ; i , iguanas maw V. G7>031 n aatlw i sr 113 GLSV3 =DM e WM031= ZOOM 33S) 21313LSV3 NV34S A -.4 RA 1 3aILLY1YIS DNILSD31 11 SV ® 70 .6 • 13AIa dad 1rr1V .91/C ama a0 SSV19 %VW . ►/1 33111115 40 30IS as (1311(13 1V iiSINVIC3N 3C .3aS "NH G3'1VVS /l'13IA Nd1d 1b'3ldAl WIZ SSV� =vat. I Cl10R C9 310N 33S) IISIMVN331 OP4Dall NSINVN91 3'o; dG IL1V7311 'L1V A3IA NV1d :13Va1 dal ® MINIM 1DiI1 34 - S3IIIVA T1T1 NOIlan313 1tt3IdA1 J ■ DIRECTION CTYP) GLASS OR IGOR 3/16'0 ALUM. POP RIVET ! 9' D.C. TENSION FASTENER CSEE ANDOt SC ED1iD TENSIEN FASTENER DEE AMER SCiEDILD DOUBLE ©CONT. aR SINGLE 2' x 3' x L4' ACHE ANGLE EXISTING STRUCTURE BUILD -OUT MOUNT SECTION SCALE 1 3'- 1'- 0' 1/4-20 MADGE DOLT V/ Nutt 12' D.C. 1/4' NAX 3/16•0 ALUIt POP RIVET ! 9' O.C. 1. ASSECILY V4 MACHINE DELT v/ NUT t 1' D.C. O CEILING /INSIDE MOUNT SECTION SCALE . 3'= 1'- 0' GASS DR DOOR STUCCO FI 2'x WOOD CONT. O BUILD -OUT MOUNT SECTION SCALE '3' -r -a © ?DIMO N FASTDER GEE ANDER =CRUD 2 — 1/4•0 x 4-1/2' SS LAG SCREW ! 24' CC. V/ 1-1/2' PDETRATION IN CENTER OF STIRS ADD 1/4'0 x 2' 'SS. LAG SCREW f 24' FOR HEADER ATTADINDR ECM TIM DETAIL MY DE USED AT TOP OR DOTTON OF PANEL G ALT. WALL MOUNT SECTION SCALE ' 3'- 1'- 0• f /4• MAX Vaal GLASS OR DOOR ALT. ANGLE LEG DIRECTTON (TIT) =ALE 1 3'xr 11. OUSTING 'STRUCTURE 2'x3'x 1/0'TR 2' ix 4' x 1/C 4IL1It ANGLE O ALT. BUILD -OUT MOUNT 1/4' MAX 0 m 1 (I ) CTYP. TOP 1 DOTTDO I/4 MADQHE V/ NUT ! 12' OS. CTYP. TOP .L 7QrTDO O WALL MOUNT SECTION SCALE $3' - 1' -0' n (-r r �; 1v 95 TION 4 date APPP.O`!ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Wa ( / _ __ - ?�I DAT BY PRODUCT CONTROL DW!SION I •� BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO. q - /Z0'02-; r FESSIDNAL .E V.J. FL a ' PE 0010983 3 1895 Z N W 1- a M Q • M w 41.0 0 0 v 1 drnwng no. 94 -177 sheet 3 of 4 MAXI MUM • ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TENSION SHEAR ANCHOR SCHEDULE - FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES D.C.) W/ 3 EDGE DISTANCE TENSION SHEAR DcsiGN LOAD MISTING STRUCTURE EXISTING STRUCTURE NOLLOY BLOCK -111nD FRAMING ANCFat DESCRIPTION 1/4.0 RAIL CALK -IN i 1 /4•9 U CONCRETE SCREW DR V/ 7/8' MIN. E118EDNENT Q Y/ 1 -11/4.0 ITY TAPCW /8" MIN: EMBIEDNENT 1/4'0 U.S SLEEVE ANCHOR .M/ 1 -1/8' MIN. EMBEDMENT 1/4.0 RAIL WAIL -1N V/ 1• MIN. EMBEDMENT IRE 1/4.0 IO® LAG SCREW V/ 1 -1/2' MIN. EMBEDMENT SPAN «.OAD R. 1575 (VSBUDBU6 <41SJ'JE Vf 75 <VSI•Sr <Vg2111 V175 <VS105115<Vf -- Vf75 ill BRS<VS -- V. �1a <Vf -- 1 -1/4 22' MV : 9 _11111112111MIMEHIPM 41 6. ie. 4. / 7. I®EMIP P.KgrigllMIFMMMI L S 5'-0' � 21' :AM 5' 0' < 8'-0' 16' ©Mi 8' 0'SL <11‘41• MAXI MUM • ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TENSION SHEAR ANCHOR SCHEDULE - FASTENER SPACING ,F t ER VARIOUS DESIGN LOADS ( INCHES ❑ . C?:�•«1 -sue Q NCE DcsiGN LOAD MISTING STRUCTURE CONCRETE ANCIQt DESCRIPTION 1/4•o CALL CALK - IN w 7/8' MIN. T a: METE SCREW 1/4'0 U S SLEEVE ANCHOR 1/4'0 U.S. E' OR 1/4" IIn/ TAPCON Y/ 1 -1/B' MIN. EMBEDMENT v/ I -1/4 MIN. OOEDNENT 1/4.0 RAIL NAIL - IN V/ 1' MIN. EN�DIOIT LOAD (Y> SPAN lL Psr R. VS 75 (Vg - -(Vg v 15 75CVSI15. -<1/1 VS75 <Vi1181115<VS 5' -0' < L S 8' -0' V <Vf11151E <VS!!1 L S 3V' , 24' L S 5' -0' p 5' -0' < L < 8' -0' 1 -1/4 8' -0' < L S 11' -0' ® 8' - 0' ® L S 5'-0' � 5'•0' S L < B'-C' 1 -1/4 16' 11' 16' 11' S 15' 10' 5' 3' -0' < L S B' -0' 6 ' 10' 8' -0' < L S 11' -0' 2 13' 9' 0.11 12 f 8' 4 ' 10' 7 ' - 30' 7' MAXI MUM • ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS 1 FOR INSTALLATIONS JIHERE A PORTION OF THE SHUTTER IS LESS THAN 30' -0' ABOVE GRADE, MIN. SEPARATION FRON GLASS SHN.L BE 2 -3/4'. FOR INSTALLATIONS GREATER THAN 30' -0' ABOVE GRADE USE SCHEDULE BELOW. 11' - 0' DcsiGN LOAD MAXIMUM ALLOWABLE SPAN I SEPARATION FROM O Gi.ASS W 11' - 0' 30.0 L S 5' -0' 1 -1/8 5' -0' < L S B' - 1 -1/8 8' -0' < L S 11' -0' 1 -1/2 11' - 0' 40.0 L S 5' -0' 1 -1/8 5' -0' < L S 8' -0' 1 -1/4 8' -0' < L S 11' -0' 1 -5/8 10' - 2' 50.0 L S 5' -0' 1 -1/8 5' -0' < L < 8' -0' 1 -1/4 8' -0' < L S 11' -0' 1 -3/4 8' - 0' 60.0 L S 5'-0' 1 -1/8 Z' -0' < L S 8'-0' 1 -1/4 8' -0' < L < 11' -0' 1 -7/8 70.0 L S 5' -0' 1 -1/8 3' -0' < L S B' -0' 1 -3/8 8' -0' < L S 11' -0' 2 80.0 L S 5'-0' 1 -1/8 5' -0' < L S 8'-0' 1 -3/8 B' -0' < L S 11' -0' 2-1/8 90.0 L S 5' -0' 1 -1/8 5' -0' < L S B' -0' 1 -3/8 8' -0' < L S 11' -0' 2 -1/4 100.0 . L S 5' -0' 1 -1/8 5' -0' < L S 8' 1 -1/2 B' -0' < L S 11' -0' 2-1/2 MAXI MUM • ALLOWABLE SPAN SCHEDULE NEGATIVE DESIGN LSD (PSF) • MAIXIMUM ALLDVABLE SPAN CI-) (FT - IN) 50.0 11' - 0' 60.0 11' - 0' 70.0 11' - 0' B0.0 11' - 0' 90.0 11' - 0' 100.0 11' - 0' 110.0 11' - 0' 120.0 11' - 0' 130.0 11' - 0' 140.0 10' - 11' 150.0 10' - 2' 160.0 9' - 7' 170.0 9' - 0' 180.0 8' - 6' 190.0 8' - 0' 200.0 7' - B' 210.0 7' - 3' 220.0 6' - 11' ANOQt NOTED 1 MOM MOMENT AND EDGE DISTANCE EXCLUDES WALL FINZSI4 OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SMALL BE LOCATED IN CENTER OF VOID STUA 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION& ..18 ; ?At AZ APPROVED AS COMPLYING WTH THE SOUTH FLOR:'D. <. BLr!L DMNG CODE DAT= ■ .: , °J J PRODUCT NATROL DIVI I .� BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ClL -- I2-1( 1 PROFESSIDNAL • '• INEER f f. V.J. K V' " FL. L{cs t G t5 date 0010983 1e2 4 el 4- 0 0 s . u u $ 1 • • ef Oa 94 -177 sheet Of 4 2 LD Ct THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Auttrorized Signature Date • WITH NO VARIANCES Q WITH NO OTHER CEVIATIO' S FROM THE ORDINAP,'-CESWILL BE PERMITTED, ALL OTHER APP' ICAW.E STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC NO?:'S POLICE DEPARTMENT BUILDING DIRECTOR [�► PLANNING & MIA G 3OARD) VILLAGE COUNCIL APPROVAL PRELIMINARY: FINALI REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. wA,�tso�.1 cm-0%4— OFFICE C.Op7