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1192 NE 91 Terr (3)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE // 3 Job Address / dl /2 / r__ 9 / 7 Tax Folio 1 t 32 05 —o /— ®9 g Legal Description — 5 r 3 "yvZ L7 'ilz-S 3 I F - list Designated: Yes Owner/Lessee / Tenanc? J / / 1 Z , FA 81 "ft Date • Master Permit # Owner's Address / ( % / M (i -itk (.S WO/?E S33 g Phone X 1�1t (� _ Contracting Co.� bRMJ JI tountn lG Ph/ != n a e7 Queer W ILL[141"1 V. State # Municipal # Architect /Engineer K EZi= U t c-11 Assoc_ c Square Ft. 3 0 oZ ndo Pr silent Date ary as to Owner and/or Condo President Date My Commission Expires: � y'f ,% Ermalee B. Conrat 111% .$ MY COMMISSION # CCe13392 EXPIRES `*' January 14, 2001 .{�.�•o` 0 WNW MU TRH' FAIN INSURANCE. INC FEES: PERMIT APPROVED: Zoning Mechanical RADON Building : (i / 1 I Estimated Cost (value) 2 0 / Signa ✓15otary as to Contractor or Owner - Builder My Commission Expires: C.C.F. 11 L NOTARY tor i Electrical A Uaup ER0I91 -,_ Address 4 M 4 (J RD, l`L, 3 3 3 © q SS# . Phone ?S7 - 77 ( 3346 Competency #C6C.O'-J 3 75 Co. ,� / Address 4I1 IMN ?ENS �P,N1i�M`� �SPRiit /& 33r4J Bonding Company , V Address Mortgagor / V Address Permit Type (circle on : BUII.D ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION (4u rn c c ' ? `"1/ I 3 ? 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 oregoing information is accurate and that all work will be done in compliance with all applicable laws Ala ' g •nstructi. d zonin j :� ermore, I authorize the above -named contractor to do the work stated. f/r • d/or . --- , -s 7 Date Date Ermalee b. Conran :'•: !!` ::_- MY COMMISSION # CC613392 F.XP"Rr oua • January 14, 2001 ' p , BONDED TNRU TROY FAIN INSURANCE, Iki. TOTAL DUE 4 Plumbing Engineering June 5, 1997 Miami Shores BUILDING OFFICIAL Dear. Sir: P. GRABLE 1191 NE91 Tr. Miami Shores, FL By: LeRoy Peterson President We are the Dade County Notice of Acceptance holder for HURRICANE PANELS under number 95- 0607.04, 97- 0212.07, 97- 0212.06. This letter authorizes ALL BROWARD HURRICANE PANEL, INC. to be used at the following job: ince� rely, ALL BROWARD HURRICANE PANEL, INC. ❑ 450 WEST McNAB ROAD, FORT LAUDERDALE, FL 33309 -2113 • (954) 974 -3300 SALES OFFICES: ❑ 3972 LAKE WORTH ROAD, LAKE WORTH, FL 33461 • (561) 968 -3360 ❑ 12252 S.W. 128TH STREET, MIAMI, FL 33186 • (305) 252 -1500 ❑ 9225 ULMERTON ROAD, SUITE T, LARGO, FL 34641 • (813) 585 -0021 Established 1954 ALL BROWARD HURRICANE PANEL, INC. 450 WEST McNAB ROAD FORT LAUDERDALE, FLORIDA 33309 954 - 974 -3300 I/ We understand that this contract is for the purchase of a sun shade and NOT for the purchase of an approved hurricane protection device or shutter. I /We also understand that the slatted aluminum shade awning being purchased MUST be completely removed and stored in a safe place during hurricane wind forces - winds over 75 mph. Signed on c / /" /77 Signed on / / Notice to Customer ,..?/7 • OF D'HU ICANe PANeL co PLOT' PLIN for: 450 West McNab Road Fort Lauderdale, Florida 33309 -2113 (305) 974 -3300 Address: Legal: 6o fO z, 1/ 2 (( 3 _Y-1x $3 7, ., 3 o - 3 ti trtq'R1e N.O.C. — $2500+ (Tes/No) Assoc. Approral Yaquired (7es/No) I Erta/ 161119 * ao� op / c3 flo for z3 3 / K� TER TYPE: gO9R Cg.41-.e 79,i) -c/ 26 � u c� OF OPENINGS ABOVE GRADE: All less than (0 MEAN ROOF HEIGHT: l S AD LDING WIDTH x DEPTH: D O ><Ce: PREPARED BY: 4' x 4' x 12 GA STEEL TUBE PANEL LENGTH (FT) MAX. BEAM SPAN (FT) 4' - 0' 13' - 7' 5' - 0' 12' - 8' 6' - 0' 11' - 11' 7' - 0' 11' - 3' 8' - 0' 10' - 10' 9' - 0' 10' - 5' 10' - 0' 10' - 0' 11' - 0' 9' - 8' If HEADER NAX. BEAN SPAN cTYP. TOP AND BOTTOM) cSEE BEAN SCHEDULE) N.T.S. TYPICAL ELEVATION 2' x3' x1/4'x0' -8' 6063 -16 ALUNI UM ANGLE TYP. TOP t BOTTQI THREE 1/4' 0 CALK -1N a 3' MC. VITH 7/8' NIN ENDED. 1N CONC. DR T). EE 1/4' RAWL ELT a 3' O.C. V1TH 1 - 1/2' MIN. EMI. IN COM. CR GRDUTED BLOCK TYP. TOP L BOTTOM SCALE 3' • I'-0' SECTION B STORM PAWL, SEE APPROPRIATE DRAWING FOR PAWL SPANS ONE 3/8' • ALUM. BOLT 2024 -14 ALLOY OR TWO 1/4' 0 ALUM. BOLT a 5' 04 2024 -T4 ALLOY 4 x 4' x 12 GAUGE ASTM A500 GRADE B STEEL TUE NOTES' BEAM SCHEDULE 1. USE IN CONJUNCTION VITH KA DRAWING a 94-981, 94 -98.2, 94 -118.1, 94- 118.2, AND 34 -149. 2. MAXIMUM DESIGN LOAD 72 PSF. 2' x r x 1/8' STUDDED ALIBI ANGLE WITH STUDS AND VINGNUTS a 6' O.C. HEADER SECTION A SCALE 3' • 1' -0' • 4' MAX. 11 STERN PANEL SECTION C SCALES 3' ■ 1' -0' Ile SAS. eir0.C. 4' x 4' x 12 GAUGE ASTM A300 GRADE 1 STEEL 112 S.N.S. e 12 O.C. 4' x 4' x 12 GAUGE ASTM A500 GRADE 1 STEEL TUBE PROFESSIONA \JGINFER V.J. KNE. 'VI Fl. Lice ,se N. PE 0010983 U z 4' 0 Q 0 n> c M L WO Wfip AO. SK95 -146 sheet 1 of 1 ' METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 Acceptance No.: 95- 0607.04 (Revises No.: 92-062.2R) Expires:09 /07/98 Approved: 09/07/95 -1- 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 Your application for Product Approval of: Aluminum Bahama Sun Shade 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. 95 -27, 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 Offi,ce may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul RodYiguez Product Control 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 Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s w anger, Director Building Code Compliance Dept. Metropolitan Dade County All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.04 1: DESCRIPTION 1.1 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . SEP 0 7 1995 EXPIRES : SEP 0 7 19 9 8 This approves an aluminum fold down, Bahama type sun shade 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 louvers shall be rolled as indicated on approved drawing No. 95 -27, Sheet 1 of 2, using aluminum alloy 5010 -H14, .020" thick. 2.2 Louvers, the "S" shape slats shall have anominal width of 1.750" and a max. depth of .250 ", as detailed on Drawing No. 95 -27, Sheet 1 of 2. 2.3 Components shall be aluminum alloy 6063 -T6 frame, mullion, extruded male and female hinges; and ASTM A446 -89 Grade D, G -90 18 ga., galvanized steel stiffeners. 2.4 The single unit bahama shade is a top pivoting panel of Louvers, Stiffeners and Frame construction. It has a continuous male hinge along the top of the shutter and is bolted to the frame of the shutter. The hinge is connected to the top frame with #8 x 3/8" long SMS spaced @ 9" o.c. Other details shall be as indicated on drawing No. 95 -27, Sheets 1 of 2 and 2 of 2. The continuous male hinge (Part 5) across the top, engages the continuous Female Hinge (Part 6) which is anchored to the wall'using 1/4" dia. concrete anchors spaced at 16" o.c.; at the bottom the awning is supported at each side by a telescoping tube consisting of a 7/8" diam. x .055" wall alum. alloy 6063 -T5 pipe which fits inside a 1" diam. x .055" pipe of the same material, at the pipe overlap a 1/4" - 20 x 1 -1/2" thumb screw through one wall of each pipe is used to secure the two pipes extended in the open position; these extension pipes are attached to the awning at one end, using a 1/4" dia. - 20 machine bolt w /pop jack nut thru the pipe to the Side Frame (Part 3) and at the other end using a 1/4" dia. - 20 aluminum bolt and nut and washer thru the pipe to the Camel back hinge (Part 8), which in turn is anchored to the wall using two (2) anchors as indicated on Drawing 95 -27, Sheet 2 of 2. 2.5 Tested specimen: Dimensions: 3 - 21" span slats in width x 6' - 3" high. 3. LIMITATIONS 3.1 The design will be dependent on the maximum bahama shade width (horizontal) span of 21" between mullions; a maximum bahama shade (vertical) height projection of 75 ". The awning shutter shall be installed vertically and be operable manually through a continuous hinge located at the header; at the bottom, the shutter is held in the open position thru adjustable support arms, one per side, consisting of a set of aluminum pipes 7/8" O.D. x .055" wall inside of a 1" O.D. x .055" wall pipe, as indicated on drawing No. 95 -27, Sheets 1 thru 2 of 2, bearing the Dade County Product Control stamp. For widths greater than 65 ", pipe support is required at each mullion, for widths less than 65 ", pipe supports at each end are acceptab e. 2 Man - Perez, P.E. Plans Examiner II Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.04 - 2a - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SEP 0 7 1995 SE 0 7 1998 3.2 The following limitations shall apply: 3.2.1 Maximum design load: +22 psf.; -30 psf. 3.2.2 Maximum vertical span (projection): 75 inches 3.2.3 Maximum slat span: 21 inches between mullions. 3.2.4 Maximum shutter total width: See Above 3.2.5 Maximum tube support length in the open position (adjustable support arms): 30 inches 3.3 Minimum separation to existing glass to protect: The shutter is flush with the exterior wall surface. 3.4 Special Requirement: This canopy shutter is designed to be removed during period of wind velocity greater than 75 mph. 3.5 Special Requirement: A disclaimer or "advice to customer" letter shall be issued to, and signed by customers, who are thereby confirming of being aware that they are purchasing a sun shade and not an approved hurricane protection device orshutter, and that it must be removed during a period of wind velocity greater than 75 mph. 4. INSTALLATION 4.1 The bahama shade shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The continuous male hinge (Part 5) across the top, engages the continuous Female Hinge (Part 6) which is anchored to the wall using concrete anchors spaced at 16" o.c.; at the bottom the awning is supported at each side by a telescoping tube adjustable support arms, consisting of a 7/8" diam. x .055" wall alum. alloy 6063 -T5 pipe which fits inside a 1" diam. x .055" pipe of the same material. At the pipe overlap a 1/4" - 20 x 1 -1/2" thumb screw is used to secure the two pipes extended in the open position; these adjustable support arms are attached to the awning at one end, using a 1/4" - 20 machine bolt w /pop jack nut thru the pipe to the Side Frame (Part 3) and at the other end using a 1/4" - 20 aluminum bolt and nut and washer thru the pipe to the Camel back hinges (Part 8), which in turn is anchored to the wall using two (2) anchors as indicated on Drawing No. 95 -27, Sheet 2 of 2. In the closod position the shutter is anchored to the wall thru a 1.5" x 1" x 1/8" alum. angle (Part 9) attached to the shutter using two (2) 1/4" - 20 machine bolts w /molly jack nut @ 1 -1/4" o.c. and anchored to the wall with one (1) 1/4" dia. anchor, as shown on Drawing No. 95 -27, "Typical Closure Detail ", Sheet 2 of 2, bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the female hinge member and aluminum channel shall be to concrete, masonry and/or wood framing and shall consist of only the anchors,,embedment and spacing specified on Drawing No. 95 -27, Sheets 1 and 2 of 2. 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. Manuel Perez, P.E. Plans Examiner II Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.04 -2b- APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SEP 0 7 1995 SW 0 7 1998 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 permanent label shall be affixed to the sun shades that reads the following: WARNING: THIS IS NOT AN APPROVED HURRICANE PROTECTION DEVICE. DURING A HURRICANE. THIS PRODUCT MAY BECOME A HAZARD AND IT MUST BE COMPLETELY REMOVED AND STORED IN A SAFE PLACE. and advising the home owner or tenant that during hurricane warning periods, wind speeds approaching 75 mph, pipe supports must be disengaged, the panel slid out from the header and the bahama sun shade completely removed and stored in a safe place. 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 sun shades; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -27, Sheets 1 and 2 of 2, 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 the 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.92- 0626.2R dated Sept. 20, 1993. Man - 'erez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +33 PSF CRL S1040 +22.0 PSF CRL S1040 @ Design 0.39" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -45 PSF CRL S1040 -30.0 PSF CRL S1040 DESIGN PRESSURE RATING +22 PSF -30 PSF All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.04 7. TESTS PERFORMED TESTS: - 2c - RESULTS: APPROVED : SEP 0 7 1995 EXPIRES SEP 0 7 19 9 8 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of "Bahama Awning Sunshade System ", prepared by Construction Research Laboratory, Inc., Report No. S 1040, dated Dec. 12, 1994, signed and sealed by Vipin Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -27 "Bahama Sun Shade ", Sheets 1 and 2 of 2, prepared by Knezevich & Associates, Inc., dated 2/14/95, Rev. #2 dated 09/08/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by Decatur Aluminum Co., dated 3/14/95 with chemical composition and physical properties of alum. alloy 5010 -H14. 8.3.2 Certified Tensile Test Report No. 94 -387, specimen ID S1040, prepared by ATEC Associates, Inc., dated December 22, 1994, per ASTM E8 -93, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: ) 8.4.1 Anchor analysis and calculations dated 02/19/95, Pages 1 thru 2 of 2, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. Man - Perez, P.E. Plans Examiner II Product Control Division All Broward Huricane Panel Co ACCEPTANCE NO.: 95- 0607.04 APPROVED : T 0 7 1995 EXPIRES • SF 0 7 1998 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 documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name; city, state, and the following statement: "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 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 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. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. items 10. 11 & 12 listed below only a ply to glazed products 10. Unless specifically indicated in the Acceptance ( approvi), 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 tested. 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 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. See section four (4) of this approval for sizes of fasterners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Man - erez, P.E. Plans Examiner 11 Product Control Division END OF THIS ACCEPTANCE -3- .oso 0 .062 - 0.2 r ----I.soo O TOP & BOTTOM FRAM 6063 -T6 ALLZ't ALLOY HALF SCE • O . LOUVERS •: - . 5010 -414 AWi ALLOY HALF SIZE O&© SDE FRAME W/ INSERT 0 a HALF SIZE 2? MAX. 2r MAX. 2?' MAX. OPTIONAL LOCATION A A N.T.8. 2.250 ADO MITER PLUMS MD PPE SUPPORTS AS MUULONS SHALL 06 • MAX. 21* O.C. FAR WDfrd > 6S', PPE SLPPGRT 6 Qf0V. AT arcs MAL01 FOR $817116 < 66 ; PPE S{$PGRT3 0 EACH ENO ARE ACCEPTAOLE.) TYPICAL,,ELEVATION O B CAMEL BACK I44CE 6063 -T5 ALUM. ALLOY HALF SIZE 0 CENTER MU. 6063 -76 ALUM. ALLOY HALF SIZE r — L030 —{ HALF- SIZE SCE FRAM ME 6063 - LLZt AHOY HALF SIZE O TIE DOWN BRACKET 9 6063 -T6 ALLft ALLOY • L7S 3b - 3 13 HALF S2E LOUVER PLATE 6063 -76 AWt1. ALLOY HALF SIZE 1 0 511 f t'1ER CHANNEL ASTM A- 446-84 GRADE 0, C-90 18 q . CALV. STEEL O TOP & BOTTOM FRAME W/ NSERT O O CENTER MULLION W/ INSERT 10 O HALF SIZE O 9 MALE MNGE 6063 -16 ALUt ALLOY • HALF SIZE .II STFFENER cHANrEt. ASTM A-446 CRAPE 0. 0-40 18 p. CALV. STEEL HALF SIZE HALF SO2 NOTES. 1. THIS BANANA SUN SHADE IS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION AND THE 1994 BRONARD COUNTY EDITION AS AN AWNING FOR SHADE PURPOSES. 2. THIS BAHAMA SUN SHADE IS DESIGNED AND TESTED TO RESIST DESIGN PRESSURES AS FELLOWS' POSITIVE DESIGN LOAD = +'22 PSF NEGATIVE DESIGN LOAD . - 30 PSF 3. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -88 OR 7 -93 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' USING A BASIC VIND SPEED OF 75 MPH. CALCULATED DESIGN LOADS AT 73 MPH SHALL BE LESS THAN OR EQUAL TO THE RATED CAPACITY OF THE SHADE SYSTEM. 4. THIS BAHAMA SUN SHADE IS DESIGNED TO BE REMOVED DURING PERIODS OF VIND VELOCITY GREATER THAN 73 MPH. THE BAHAMA SUN SHADE SHALL BE PROVIDED VITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT AS FOLLOWS' VARNING. THIS IS NUT AN APPROVED HURRICANE PROTECTION DEVICE. DURING A HURRICANE THIS PRIIDLET MAY BECOME A HAZARD AND IT MUST BE REINED AND STORED IN A SAFE PLACE. S. ALUMINUM ALLOYS TO BE AS NOTED ON THESE DRAWINGS. 6. ALL SCREWS AND BOLTS TO BE 2024-T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 KSI MINIMUM YIELD STRENGTH. 7. ALL POP RIVETS SHALL BE 1/8' OR 3/16' DIAMETER 6061 -T6 ALLMINUN ALLOY. 8. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY IF THE EXISTING STRUCTURE TO SUSTAIN THE NEV SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE ,AB SITE BEFORE COMMENCING WITH THE VORK. O 6 F£i'1ALE FOJG' 6063 -76 ALUt ALLOY O STIFFENER CHARNEL ASTM A-446 CRAPE 0, C-40 18 qo. CALV. STEEL HALF SIZE AP ?ROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA EScP (HbER 1936. BY PRODUC NNTROL DIVISION BUILDING CODE COMPLI OFFICE .9 ACCEPTANEE'N(1. . m 0 L7 (1 O a, ce .La W 4 ci Z Jr U a'.. CC yoo Q w Qe 3 3 J O o • Q v: 0 0 0. u a 4, •0 0 1 w• a J a J C r a a W CC 0. c , cosign by VJC l VJC droving na 95 -27 stets 1 of 2 ) 0 ,W1111 IU WY1u r tx 1/4•0 RAWL LOK /BOLT SLEEVE ANCHOR W/ 1-I /4' EtEEDt1ENT N CONCRETE 02 BLOCK OR I/4'0 MW TAPCON W/ 1-1/7 EMBEDMENT N CCNLR TE FOR WOOD FRANK. USE 1/4W LAC SCREW W/ 1-1/2' PENETRATION INTO FRAtW. I/4'0 RAWL LOK/BOLT SLEEVE ANCHOR W/ 1-1/4' Et13EMENt N CONCRETE OR BLOCK OR 1/4'0 MW TAPCON W/ H/7 EtEE0tEN1 N CONCRETE. FOR W000 RAMC, USE I/410 LAC SCREW W/ 1-1/7 PENETRATION W10 FRAtIIC. EXISTNC STRUCfJRF EX8TNC STUCCO fttStl EXISTNC STUCCO Ft4S 1 EXISTNC STRUCTURE 1/4' - 20 X 1 -1/2' TT4A•85CREW TFRU GE WALL CP EACH PPE 6063 T -5 ALLOY r /ALLt'L PPE X .055' THCL TYPICAL SILL MOUNT FOR CQICREre OR BLOCK. USE I /4Y TAPCON 0 16' 0.C. W/ 1 -1/8' na. EtEEOtEHT. FOR W000 FRAIt4C, USE I /4Y 33. LAC SCREW 0 6' 0t. 1-I/7 tti PEtETRATION MO FRAt. C tT3'BER 1/4' -20 ALUM. BOLT »c MIT CAI'EL. BACK Mat 6 16x Stt4 0 9' O.C. 6063 T-5 ALLOY 7/8' 0 ALLtt • PPE X .055' THCL. 2' MAX. I-3/8 ML MAX. PPE SPACNC. 65' oz. TYPICAL WALL MOUNT SECTION A —A I/4' 0 -20 MAO-WE S01-T W/ POP JACK NUT 110 SMS TIP. ASSY SCREW CENTER PIPE DETAIL rr, a AT EACH FLUJON FOR WDT18 > 65' SECTION B 6%3x1 C STUCCO FNSN EXCTNC STRUCTIE 3' MN• TWO 110 x 3 -1/7 SMS DETAIL E sow V7v TYPICAL CLOSURE DETAIL oaf or (NOT FOR HA SaCAlE PROTECTIOtI, SEE 11016 4) SECTION C TWO }10 x 3-1/7 5t5 DETAIL P fora V7Y 2- 1/4' -20 MACHNE BOLTS W/ MOLLY JAC7rlif 0 1-1/4' 0.C. C4E 1/4' 0 RAWL CALK -N W/ 7/8' ElEEOtEidf N COto2ErTE AT EACH TE 00WN BRACKET (HOIL0W OR ammo Ii&SG in Stall PO TWO PER BRACKET SPACED 3' APART.) FOR W000 F0AJINC. USE 1/4•0 53. LAC SCREW • 16' 0.C. W/ 1-1/7 MN. PENETRA110N 0 9 PLACE 3' FROM EACH CORNER AT 8OTI0(1 OR WE, kV AT EVERY VERTICAL C&HTER FLLL10N 0. SEE PETALS E & SECTION 0 MU. INII APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D�.Tt SEPTEHg 61995 • i s PRODUC`"CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N095 6667.6'7 (scaler terra (design by ['drawn by J.V. MILL ed byl vx J droning no. 95 -27 sheet e of2 j KNEZEVICH & ASSOCIATES, INC. ENGINEERS, PLANNERS 6 PRODUCT TESTING 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA, 33166 PHONE (305) 883 -9571 COPYRIGHT 1994 KNEZEVICH L ASSOCIATES, INC. BAHAMA SUN SHADE ALL BROWARD HURRICANE PANEL CO. 450 WEST MC NAB ROAD FT, LAUDERDALE, FL. 33309 (305) 974 -3300 suolsina.a E u...u. S1N3HHO3 8tll C6 -CI =E uolydl.3sap dq ayop 31111 1711Q0ild 1■34 Tr -8 -6 . "Q! ■■ Y..L ... PRQFESS f. ■ 7 NEER FL Uce.r - • PE W Al A 0 ,W1111 IU WY1u r tx 1/4•0 RAWL LOK /BOLT SLEEVE ANCHOR W/ 1-I /4' EtEEDt1ENT N CONCRETE 02 BLOCK OR I/4'0 MW TAPCON W/ 1-1/7 EMBEDMENT N CCNLR TE FOR WOOD FRANK. USE 1/4W LAC SCREW W/ 1-1/2' PENETRATION INTO FRAtW. I/4'0 RAWL LOK/BOLT SLEEVE ANCHOR W/ 1-1/4' Et13EMENt N CONCRETE OR BLOCK OR 1/4'0 MW TAPCON W/ H/7 EtEE0tEN1 N CONCRETE. FOR W000 RAMC, USE I/410 LAC SCREW W/ 1-1/7 PENETRATION W10 FRAtIIC. EXISTNC STRUCfJRF EX8TNC STUCCO fttStl EXISTNC STUCCO Ft4S 1 EXISTNC STRUCTURE 1/4' - 20 X 1 -1/2' TT4A•85CREW TFRU GE WALL CP EACH PPE 6063 T -5 ALLOY r /ALLt'L PPE X .055' THCL TYPICAL SILL MOUNT FOR CQICREre OR BLOCK. USE I /4Y TAPCON 0 16' 0.C. W/ 1 -1/8' na. EtEEOtEHT. FOR W000 FRAIt4C, USE I /4Y 33. LAC SCREW 0 6' 0t. 1-I/7 tti PEtETRATION MO FRAt. C tT3'BER 1/4' -20 ALUM. BOLT »c MIT CAI'EL. BACK Mat 6 16x Stt4 0 9' O.C. 6063 T-5 ALLOY 7/8' 0 ALLtt • PPE X .055' THCL. 2' MAX. I-3/8 ML MAX. PPE SPACNC. 65' oz. TYPICAL WALL MOUNT SECTION A —A I/4' 0 -20 MAO-WE S01-T W/ POP JACK NUT 110 SMS TIP. ASSY SCREW CENTER PIPE DETAIL rr, a AT EACH FLUJON FOR WDT18 > 65' SECTION B 6%3x1 C STUCCO FNSN EXCTNC STRUCTIE 3' MN• TWO 110 x 3 -1/7 SMS DETAIL E sow V7v TYPICAL CLOSURE DETAIL oaf or (NOT FOR HA SaCAlE PROTECTIOtI, SEE 11016 4) SECTION C TWO }10 x 3-1/7 5t5 DETAIL P fora V7Y 2- 1/4' -20 MACHNE BOLTS W/ MOLLY JAC7rlif 0 1-1/4' 0.C. C4E 1/4' 0 RAWL CALK -N W/ 7/8' ElEEOtEidf N COto2ErTE AT EACH TE 00WN BRACKET (HOIL0W OR ammo Ii&SG in Stall PO TWO PER BRACKET SPACED 3' APART.) FOR W000 F0AJINC. USE 1/4•0 53. LAC SCREW • 16' 0.C. W/ 1-1/7 MN. PENETRA110N 0 9 PLACE 3' FROM EACH CORNER AT 8OTI0(1 OR WE, kV AT EVERY VERTICAL C&HTER FLLL10N 0. SEE PETALS E & SECTION 0 MU. INII APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D�.Tt SEPTEHg 61995 • i s PRODUC`"CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N095 6667.6'7 (scaler terra (design by ['drawn by J.V. MILL ed byl vx J droning no. 95 -27 sheet e of2 j PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 METROPOLITAt, 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 Your application for Product Approval of: 18 ga. Corrugated Galvanized Steel Storm Panel 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 b: Applicant, along with Drawing No. 94 -98.2, sheets 1 thru 3 of 3. (For listing, see Section y 8 oft /zis 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 anu nendments 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.: 97- 0212.07 (Revises No.: 94- 1104.02) Expires:03 /14/98 Approved: 03/13/97 Raul Rod iguez Product Control 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 Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Building Code Compliance Dept. Metropolitan Dade County All Broward Hurricane Panel Co. ACCEPTANCE NO.: 97-0212.07 APPROVED : !WI 1 3 1997 EXPIRES March 14, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an 18 ga. galvanized steel 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. 98.2 Sheets 1 of 3, using 18 ga. galvanized steel (.045" thick), with Fy = 40 ksi min., conforming to ASTM A446, structural quality, grade C. 2.2 Panels (Part 1) are rolled formed, have a nominal width of 13.00" and a total width of 14.25 ", forming 1.87" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 5" x 2" x 1/8" angle, 2" x 2" x 1/8" angle. 2.4 Tested specimen: 2.4.1 Dimensions: 40 -1/4" x 101" long overall, corresponding to 96" span. 2.4.2 Dimensions: 40 5/8" x 136" long overall, corresponding to 132" span. 3. LIMITATIONS • 3.1 The design will be dependent on the maximum panel (span) height of 101" or 137 ", to be installed only as outlined on .drawing No. 94 -98.2, Sheets 1, 2, and 3 of 3. 3.2 Minimum separation to existing glass to protect shall be: 3.2.1 For panels up to 101" high: 2 1/4" 3.2.2 For panels from 101" up to 136" high: 2 3/4" . 3.3 Maximum clearance between top of panel and inside of header shall be 1/4". 3.4 Special Requirement: Panels less than or equal to 33" high do not require fasteners at overlaps. All panels with spans from 33" to101" high, require a 1/4 " -20 x 1" sidewalk bolt w /die cast aluminum washered wingnut at midspan at all overlaps. All panels with spans from 101" to 136" high, require 1/4 " -20 x 1" sidewalk bolts w /die cast aluminum washered wingnuts spaced at 1/3" of the span along all overlaps. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured either, at the head and sill directly to 1/2" x 7/8" Rawl Calk -In anchors embeded in the wall, spaced at 6 1/2" o.c., using 1/4 " -20 bolts and Key Hole Washers (Part8) (Direct Mount), OR at the head to an "h" header (Part 2) anchored to the wall, using the tension anchors; and at the sill, to a continuous 2" x 2" x :125" studded aluminum "EAB" angle (Part 4) using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 13" or 6.5" o.c. depending on panel length, as shown on Drawing No. 94 -98.2, Sheet 2 of 3, Sections A, D and E "Wall Mount ", bearing the Dade County Product Control approval stam - ? - Manuel erez, P.E. Plans Examiner II Product Control Division All broward Hurricane Panel Co. ACCEPTANCE NO.: 97- 0212.07 n r r)/ Tr' rs iki!un 1 ^ 10117 EXPIRES March 14, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Buildout Mount The panels are fastened to the continuous 2" x 2" x .125" studded aluminum "EAB" angle (Part 4) at the head, using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 13" or 6.5" o.c. depending on panel length, this angle is secured with 1/4 " -20 machine bolt & nut @ 13" o.c. to the long leg of a 2" x 5" x 1/8" aluminum angle used to provide the buildout and which is anchored to the wall. This condition is repeated at sill. The 2" x 5" x 1/8" angle at top and bottom is anchored to the wall as shown on Drawing No. 94 -98.2, Sheet 2 of 3, Section C "Build -Out Mount ", 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 the opening; and fastened at the sill to the 2" x 2" x .125" continuous studded aluminum "EAB" angle (Part 4), using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 13" or 6.5" o.c. depending on panel length, anchored to the concrete slab or bulkhead below, as shown on Drawing No. 94 -98.2, Sheet 2 of 3, Section C "Build -Out Mount", bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 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 Drawing No. 94 -98.2, Sheets 1, 2 and 3 of 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 ". 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 bolts 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 approved drawings No. 94 -98.2, Sheet 1, 2 and 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. 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 approval renews Notice of Acceptance No. 94-1104.02 dated Marc `0, 1995. - 2a - Ma el Perez, P.E. Plans xaminer II Product Control Division All liroward Hurricane Panel Co. -2b- ACCEPTANCE NO.: A PnrzO'rrrr, RESULTS: 97 -02 12.07 EXPIRES March 14, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: ? 1 ? 10P7 TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96" SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (96" SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (96" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (96" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (96" SPAN) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96" SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (96' SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (96" SPAN) DESIGN PRESSURE RATING For the 96" panel span LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (132" SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (132" SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (132" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (132" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (132" SPAN) DESIGN PRESSURE RATING For the 132" panel span TEST LOAD SATISFACTORY S1012 +93.6 PSF S1012 -93.6 PSF 51012 +108.0 PSF S1012 +93.6 PSF S1012A -93.6 PSF S1012A SATISFACTORY SIOl1 +72.8 PSF SIOl1 -80.6 PSF 51011 +84.0 PSF S1011 -93.0 PSF Slol1 DESIGN LOAD +72.0 PSF 51012 -72.0 PSF S1012 +72.0 PSF S1012 -108.0 PSF S1012 SATISFACTORY S1012A -72.0 PSF S1012 +72.0 PSF S1012A -72.0 PSF S1012A +72.0 PSF -72.0 PSF +56.0 PSF sio11 -62.0 PSF SI011 +56.0 PSF 51011 -62.0 PSF SI011 +56.0 PS F -62.0 PS F Deflection Max. 2.25" @ Design 0.67" Max. 2.2" Max. 2.68" @ Design 2.0" Ma s ue Perez, P.E Plans Examiner II Product Control Division All liroward Hurricane Panel Co. ACCEPTANCE NO.: 97- 0212.07 APPROVED EXPIRES March 14, 1998 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure, Large Missile Impact and Cyclic Wind Pressure Test of 18 ga. galvanized steel storm panels (96" span), prepared by Construction Research Lab, Report No. S1012, dated June 30, 1994, signed and sealed by Vipin Tolat, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 18 ga. galvanized steel storm panels (96" span), prepared by Construction Research Lab, Report No. S 1012A dated October 3, 1994, signed and sealed by Vipin Tolat, P.E. 8.1.3 Test report on Uniform Static Air Pressure, Large Missile Impact and Cyclic Wind Pressure Test of 18 ga. galvanized steel storm panels (132" span), prepared by Construction Research Lab, Report No. 51011, dated August 31, 1994, signed and sealed by Vipin Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -98.2, All Broward Hurricane Panel Co., 18 gauge Steel Storm Panels, Sheet 1, 2 and 3 of 3, prepared by Knezevich & Associates, Inc., dated June 16, 1994, with revision No. 5 dated February 10, 1995, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report pending. 8.3.2 Certified Tensile Test Report from ATEC Associates, Inc., Report Number 94 -229, dated June 24, 1994 for steel specimen S1012, tested per ASTM E8 -93, signed and sealed by Peter G. Read, P.E.. 8.3.3 Certified Tensile Test Report from ATEC Associates, Inc., Report Number 94 -268, dated August 10, 1994 for steel specimen S1011, tested per ASTM E8 -93, signed and sealed by Peter G. Read, P.E.. 8.3.4 Certified Tensile Test Report from ATEC Associates, Inc., Report Number 94 -321, dated September 28, 1994 for steel specimen S 1012A, tested per ASTM E8 -93, signed and sealed by Peter G. Read, P.E.. 8.4 Calculations: 8.4.1 Anchor analysis dated 11/03/94 and 2/14/95, Page 1, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. M. u Perez, P.E. Plans Examiner II Product Control Division KV 1 3 1997 All L roward Hurricane Panel Co. APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITI.NS END OF THIS ACCEPTANCE - 3 - ACCEPTANCE NO.: 97- 0212.07 1 3 1997 : March 14 1998 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 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. 10. Items 10. 11 & 12 listed below only apply to glazed products and doors 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 tested. 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 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Ar Ma el Perez, P.E. Plans miner II Product Control Division (VERTICAL CR )0RIZUNTAL) 1 1/2 L 1/2 L I ` (9 • 3104.3 101' 4 L S 136' POSITIVE DESIGN LOAD 72 PSF 56 PSF NEGATIVE DESIGN LOAD c 62 PSF c-" t (9.310 C s (9.31,4 33S) (VERTICAL OR HORIZONTAL) 1/3 L 1/3 L 1/3 L l (9 • 31D .3 ). 101' 4 L S 136' POSITIVE DESIGN LOAD 72 PSF 56 PSF NEGATIVE DESIGN LOAD c C 62 PSF c-" t (9.310 (9 11 3104 331) PANES. SPAN <L) L f 101' 101' 4 L S 136' POSITIVE DESIGN LOAD 72 PSF 56 PSF NEGATIVE DESIGN LOAD 72 PSF 62 PSF ct 4 ® STUD ANGLE (OPTIONAL) SCALE 1 3' - 1' -0' TENSION FASTENER 24' OG EXISTItC STRLCILtRE .Z1,' ® STORM PANEL . SCALE '3'= f N.T.S. VIDTH UNLIMITED <PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATI ❑N SPANS S 101' OVERLAP FASTENERS TYP. (SEE NOTE N 6) AL. ANGLE CLOSURE PIECE. 1' x 2' x .033' MIN. TO 2' x 3' x .033' MAX. LZT TOP MOUNT. PLAN VIEV � mvTio4'4 P9D711.r7 PARKING L.CCAA1ID4) FASTENERS (SEE NOTE 1 6) BOTTOM MOUNT. EXISTING STRUCTURE m ® WINGNUT SCALE 1 HALF SIZE PLAN VIEW SCALE 1 -1/2' - 1' -0' ® 'h' HEADER SCALE 3' • 1' -0' VIDTH UNLIMITED <PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION 101' < SPAN'S < 136' t • MIN. .085' ® KEY HOLE WASHER SCALE 1 HALF SIZE — TOP MOUNT, NOTE 0 6) 1 PLAN VIEV BOTTOM NOUN i. - FASTENERS <ICC I' OVERLAP HEADER • SCALE I 3' • 1'-0' A.L. NT,lr. CLOSURE PIECE I' x 2' r .123' MIN. TO 2' x S' x .125' MAX. SHEAR FASTENER 2 24' C. ®'EAB' ANGLE SCALE 3' - 1' -0' NOTE CA 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. AND 1994 BROVARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE VITH ASCE 7 -5t3 'MINIMUM DESIGN LOADS F'CR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 10 GAUGE STEEL. <t • .019'). CONFORMING 7D ASTM A446, STRUCTURAL DUALITY. GRADE C, VITH A MIN. ry • 40 KSI BEFORE ROLLING, GALVANIZED IN ACCORDANCE WITH ASTH G90. ALUMINUM EXTRUSIONS SHALL BE 6063 -76 ALLMINLM ALLOY. U.O.N. 4. PRODUCT MARKINGS SHALL BE VITHIN 12' 11 ENE END OF THE PANE}, VITH A MIN. OF ONE HARKING PER PANEL- (SEE STORM PANEL DETAIL(I)FOR LOCATION). AND SHALL BE LABELED AS FOLLONS. B H P C O FT. LAUD„ FL. DALE CD..NTY PROD. APPRD. 5. ALL BOLTS AND VASHERS SHALL DE GALVANIZED OR STAINLESS STEEL VITH A MINIMUM Fy • 33 KSI. 6. ALL PANELS VITH SPANS S 136' BUT LARGER THAN 101' SHALL BE FASTENED AT OVERLAPS t 1/3 POINTS V/ 1/4 -20 x 1' SIDEWALK BOLTS V/ DIE CAST ALUMINUM VASHERED VINCINUTS. ALL PANELS VITH SPANS S 101' BUT LARGER THAN 33' SHALL BE FASTENED AT OVERLAPS 2 MIDPOINT V/ 1/4 -20 x 1' SIDEWALK m_rs V/ DIE CAST ALUMINUM VASHERED VINGNFTS. ALL PANELS VITH SPANS t 33' DO WT REQUIRE FASTENERS AT OVERLAPS. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE )4Ap&'ACTURER'S REPRESENTATION Er MATERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOVH HEREIN REPRESENT THE PRODUCTS TESTED FDR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CAfCR?MNCE VITH DADE COUNTY PRO70CELS PA 201, 202. AND 203 VITH DESIGN DADS AS FELLOVS. DESIGN IS BASED CH CRL TEST REPORT 1 CRL- SI0)I, CRL- S1012A. AND C7.- S1012. 9. A VARNING NOTE SMALL BE PERMANENTLY PLACED OH EITHER THE SILL OF TTC SHUTTERS OR ON EACH PNEL ADVISING TIE HOE INNER OR TENANT THAT THE STORM PANELS WILL Nil cr ER HURRICANE PROTECTION UNLESS ALJ. REIN BOLTS ARE PROPERLY INSTALLED. 10. TOP L BOTTOM DETAILS SHOW NAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MO/NTED HORIZONTALLY WHORE APPLICABLE. EXISTING STRUCTURE PRODUCT RENEWED ACCEPTANCE Na arv2�z.�� EXPIRATION DATE By I'R DUCT CONTROL DI VI BUILD' CODE COMP' lANC" FFIrF 8� I 125' TYP. fAl� 5.00' ®. ANGLE SCALE 1 3' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COPE DATF IrCn. 9. BY__ PRODUCT f N1RCL Dl' S:ON 011111)111G CODE C MICE ACCEPTANCE NO.6L�1..- -( )-- PROFESSIONAL :_ GINEER � c V.J. KN(2EvIC Fl. LI 1 / 3 , 0010963 ul da An O h L P 1 .. -• J 0 a O 0. H 4, .9 Y - 0 W o 0 is 3 J N 9 0 0' 0 C 1 • 0 0 d; o .Ir, no 94 -98.2 0. O u �Sn cet 1 Of J GAUGE STEEL STORM PANELS 1994 KNEZEVICH & ASSOCIATES. INC. KNEZEVICH SOCIATES, INC. ADDITION MIN. SEPARATION FROM GLASS (IN) DIM. L S 101 101' < L S 136 A 2 -1/4 2 -3/4 GLASS CR COP GLASS OR DCDR ANGLE T3 WALL DETAIL SCALE ' 3' - 1' -0' DA WALL MOUNT SECTION SCALE 1 3' - 1' -O' TOdIED( rASTat , (S1I A.0-007 SDCCILE) TYP. TTP 1. BCMT TD4 0,4T. - TYP. TIP t BUTTON EXISTING STRUCTURE EXISTING STRUCTURE I /4'4 RAVL CALX -D4 2 6 -V2' ac. V/ 7/8' D(BEUENT DI CGC]t£TE CR DLDCX © DIRECT MOUNT_ SECTION Ai 1/4 -20 MAO(D'E SCREV AND VINC>11UT 2 13' (LC. FOiT L) 101', SPACE t 6.3' TYP. TOP {, BOTTEN PAWL TO ANGLE DETAIL p fi/j1. \ \tq \Ni \ \PI• g r 'A' 1 11! 1E4 GLASS OR DOOR 1/4' HAIL ANGLE TD WALL DETAIL SCALE 1 3' VCCID FRAMING TENSION FASTENER (SEE M OIR SC EDLLD TYP. TOP 1. BOTTOM VODD FRAMING © WALL MOUNT SECTI ❑N GLASS CR COP — 0 CEILING /INSIDE MO9NT SECTION SCALE 1 3 ' • 1'-U' PANEL TD M4CiE DETAIL 1/4' MAX 1/4 -20 MACHINE SCREV MD VINCIIJT 2 13' 0- C-ruz L > 101', SPACE t 63' STEM FAST cSEE N-OCR SOCTitD TYP. TTP t BOTTD EDGE DIST. EDGE DIST. GLASS OR DOOR EXISTING STRUCTURE 1/4 -20 HACI{D.E / TCREV t VDCiOT t 13' CIC. FOR ) 101' SPACE t 63' E''ISTING STRUCTURE 7 PLYVtOD AND STUCC3 FINISH 1/4' MAX. 41 4 tU n l . 1• — 0 2' x 6' P.T. VOID CENT. tflTr VOID BUILD -OUT Cat4CCTION MAY BC USED AT TO' USING 'h' HEADER ® AS Sti3VN 1N VALL SCCTICN ® . Q CONT. ti 1/4't x 1 - 3/4' SS. LAG 2 13' Q.C. v/ 1 - 1/2' PENETRATION INTO VmD \\___ - 1/4'0 x 4 -1/2' SS LAG SCREV 2 24' 0.C. )4AX V/ 1 - 3/4' PDETRATIIISk CENTER IT STUDS GLASS OR IXTOR —CONNECT PANEL TO ANGLE PER DETAIL Q ccEP tAiNcE Ne,. 917 - 6 2 12 . 6'7 © BUILD —OUT MOUNT SECTION SCALE 1 3' • 1' -D' ODUCT RENEWED EXPIRATION DATE y 1gig by 1 1 PROIIUCT CONTROL DIVISI 'ODE COMPLIANCE CE SCALE 13. 1•_g. . LX1S I 1111 >I M IL. 16Ht TENS1E34 FASTENER (SEE ANO(OR SOCDuLC) TTP. TCP t BOTTOM OS CONT. - TYP. TIP 1. BOTTD4 EXISTTNG STRUCTURE • STCE CLOSLRE'REO'D. (SEE PLAN VIEV) ' 1/4 - MACHINE SCREV AHD VI /&a t 13' 0.C. MR L ) 101'. SPACE t 63' TYP. TTP 1. BOTTD4 1/4 -20 MACHINE SCREV AND NUT a 13' O.C. TTP. TTP t DOTTER APP;CVED AS COMPLYING MTIN THE SO;ITTI FLORIDA DINI.DiNG CODE . . DAT 20 ( C. )9615 BY _ PRODUCT Y.cNTP.o1 niv s rN DUIID;NG CODE COMJ'U NN;CE OFFICE ICE ACCEPTANCE NO. _C1 O ausineemenmai U J w z a_ T W A ■ c 0 4 0 drol.ing no. 9/1 -98.2 Shcct 2 of 3 , l i . . , I .CH ■ R SCHEDULE - FA:. _NER SPACING REQUIRED (INCHES 0 . C .) DL ,,, EXISTING S TRUC TURC CONCRETE HCLLOV BLOCK VOOD FRAMING A> C)OR CCSCRIPTIOY 1/4'• RAVL CALK - 11 . 4 V/ 7/8' MIN. CHBCtPENT 1/4'• ITV TAPED( A>IC1CR V/ 1 -1/4" MIN. [HEED-ENT 1/4'• U.S. SLEEVE AACNCR V/ I' MIN DIBCCNENT I /4'r RAVE CALX -IN V/ 7/8' MIN. [FITMENT 1/4'0 ITV TAPCcN ANCHOR V/ 1 -1/4' MIN. I :IIBEDHENT 1 /4 U.S. SLEEVE ANC310R V/ I' MIN. DIBETRENT ONE 1 /4'• vID LAG SCREv V/ 1 -7/8' MIN. ENTED>ENT EDGE DIST. SPAN (L> Ix. fl. 2• ]' r Y Y 3' 2' Y 2' 3' 2' L4' (SEC MOOR KITE No 2> L { 101' 17' 9 13' 13' II' ]l, ll' 13' S• U' 6' iv 7, 63' B' 13' 7' IV S' IV S' IV 13- O' HIV ( L f 136' 9' 9' SI 9' S' 7 6• S, S• 9' '• 6' ,• +• ' ,• 9' 9' 9' GLASS OR DOOR 2' x 4' P.T. vCOD CENT. GLASS OR DOOR 3 - l /4'0 VCOD LAG 24' O.C. V/ MIN. PE >CTRATIIN INTO VOID FRAMING IY 2' A • SEE ANC>CR NOTE Mo. 2 VCDD REF TRUSS STUCCO FINISH OR PLYVOOD SOFF 2' x 6' x .125' PLATE e TRUSS DrRD GO SOFFIT CDNNECTIDN DETAIL SCALE 1 3' '• 1'-4' 1/2' TH(. PLYVCOD • SEC ANC>CR.NOTE No. 2 ExIST1NG' FINISH MATERIAL PAI,E TO CENT. FASTEN AI TO PER DETAIL A 1/4' MAX. 0 WALL MOUNT SECTION SCALE , 3' - I' -0' = 3 EPTICNAL BUI D-OUT (SEE DETAIL C ) 1/4'0 SS. LAG SCREV e 13' O.C. OF .VLOD HEADER 0 GLASS OR DOOR P CON ANEL TO A . FASTEN PER DETAIL GLASS OR DII]R EXISITNG STRUCTURE 2 x 4' P.T. VCDD CENT. HO 'PASS THRU' DETAIL SCALE 1 3' ■ 1'-0' 1/2'0 THRU BOLT t 12'D.C. TENSION rASTETFR (SEE A Val3R SC1CDUE) CDR. 2' x 2' x .080' ALUM. ANGLE • SEE ANC)-ER METE Ho. 2 EXISTING SIDING • I <Ill / =,- 1 • SEC ANC-02 VOTE No 2 1 S /B' MAX. VOID Na.DTNG 4 CCNT. FASTEN ANEL TO A>1QLE PER DETAIL A 0 © \./ALL MOUNT SECTION SCALE 3' - ADD CENT. P.T. 2' x 1' VI-ERE COUNTER. ID' IS NOT VCOD FRAMED • 1/4' MAX. = _] COWTER TCP 0PTKNA'_ BUI D -OUT (SEC 1ETA1L C SECTION) I /4'0 LS. LAG SCREv e 13' Q1:: OF VOID HEALER ANC»I >43TE9 PRODUCT RENEWED ACCEPTANCE No. q� - O Z IZ • D`] E DATE HA ° .. 'I qqq By /O. PR )UCT CONTROL D1VISIS BUILDING CODE COMPLIANCE 0 1. MINIILN CX rUCUT AND EDGE DISTANCE EXCLUDES vALL FINISH OR STUCCO. 2. VHERE LAG SCRCVS FASTEN TO NARROV FACE 0' STUD FRAHINC, FASTENER SNAIL BE LOCATED IN CENTER Or VtOD STUD. 3. ANC)-ORS SW.LL BC INSTALLED 04 ACCCRDA CE vITH MANUFACTLRCRS RECI7IHENDATIONS. E APPRO';fD AS C0i 1'U'::NC I'J;T :1 THE SOUT::I rl?R;DA OUP1.0■;(1 C011E DA.T / ak.- -) 11 Pr/5 OT _ j CONTROL DIVIS!Oi1 8(IILO:IIG CODE COMPUANcE orr10E ACCU'IANCE No. 0) PROFESSIONAL GINEER V.J. Fl. A d am ZEV H Nye . .� 10.75.; f1O10983 date U z N W H— Q U O In N U a u ¢Zvi vz, W a W ( L W Y y( v LJ IJ1 Z Oy Z Z l ¢ O -- Z ••• W U Z (1 tessmesargiiiiiirs 0 U 0 v+ L 0 'D 3 9 d7 0 u rc 0 D U Fsa J _J gismswasmasivsamo 0 r. a 4, o0 6 o` NI VI 0 -1 D � V dre.lnQ rp. 94 -98.2 sheet 3 of 3 PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 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 Your application for Product Approval of: 20 ga Corrugated Galvanised Steel Storm Panel 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 Applicant, along with Drawing No. 94 -98.1, 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.:97- 0212.06 (Revises No.: 94-1115.03) Expires:03 /14/98 Approved: 03 /13/97 Raul Rodriguez Product Control 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 Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dep Metropolitan Dade County 1. DESCRIPTION 2. MATERIAL CHARACTERISTICS 2.1. 2,2 2.3 2.4 / -02. 1 2.06 APPROVED iR 1 3 1997 EXPIRES March 14, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a galvanized 20 ga. steel 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. The storm panels shall be constructed as indicated on approved drawing No. 94 -98.1, Sheet 1 of 2, using 20 ga. galvanized steel (0.035" thick), with Fy=40 ksi min., conforming to ASTM A446, structural quality grade C. Panels (Part 1) are rolled formed, have a nominal width of 13.00" and a total width of 14.25 ", forming 1.87" deep ribs Components shall be aluminum alloys 6063 -T6, (Part 2) "h" header, (Part 3) "u" header, (Part 4) 2" x 2" x .125 "EAB" studded angle, (Part 5) 5" x 2" x 1/8" angle. Tested specimen: Dimensions: 37 1/4" wide x 101" long overall. (3 specimens) 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel (span) height: 101" to be installed only as outlined on drawing No. 94 -98.1, Sheets 1 and 2 of 2. 3.2 Minimum separation to existing glass to protect shall be: 3 1/8 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: All panels shall be fastened, using 1/4 " -20 x 1" sidewalk bolt and wingnut, at all overlaps at 1/3 span points. Panel spans smaller than 48" may be fastened only at midspan: 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the head and sill, either directly to 1/2" x 7/8" Rawl Calk -In anchors embeded in the wall, spaced at 6 1/2" o.c., using I/4 " -20 bolts and Key Hole Washers (Part 6) (Direct Mount); OR at the head to an "h" header (Part 2) anchored to the wall, using the tension anchors; and at the sill, to a continuous 2" x 2" x .125" studded aluminum "EAB" angle (Part 4), using 1/4 " -20 x 5/8" studs w/washered wingnut spaced at 6.5" o.c., which is anchored to the wall, using the tension anchors shown on detailed Drawing No. 94 -98.1, Sheet 2 of 2, Sections A "Wall Mount" and D "Direct Mount ", bearing the Dade County Product Control approval stamp. Ma uel Perez, P.E. Plans Examiner II Product Control Division - 2a - • 1. :AI 1 L. L' i N k APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Ma uel Perez, P.E. Plans Examiner II Product Control Division : 1 3 1 9 9 7 EXPIRES March 14. 1998 4.1.2 Buildout Mount The panels are fastened to the 2" x 2" x .125" continuous studded aluminum angle (Part "EAB ") at the head, using 1/4 " -20 studs w /washered wingnut spaced at 6.5" o.c., this angle is secured with 1/4 " -20 machine bolts & nuts @ 6" o.c. to the long leg of a 2" x 5" x 1/8" aluminum angle used to provide the buildout, this condition is repeated at the sill. The 2" x 5" x 1/8" angles are then anchored to the wall as shown on Drawing No. 94 -98.1, Sheet 2 of 2, Section C "Build -Out Mount ", bearing the Dade County Product Control approval stamp. 4.1.3 Ceili g/InsideMoun( The panels are secured inside a top track ( "U" header) at the head, which is anchored to the inside of the opening; and fastened to the 2" x 2" x .250" continuous "EAB" studded aluminum angle at the sill, using 1/4 " -20 machine bolt and washered wingnut spaced at 6.5" o.c. as shown on Drawing No. 94 -98.1, Sheet 2 of 2, Section B "Ceiling/Inside Mount" bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 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 Drawing No. 94 -98.1, Sheets 1 and 2 of 2. 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 ". 6.2 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 bolts 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 approved drawings No. 94 -98.1, Sheets 1 and 2 of 2, 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 approval renews Notice of Acceptance No. 94 -1 1 15.03 dated March 30, 1995. TEST • TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY SIOI3A Max.. 3.10" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF SIO13A & SIO13B +72.0 PSF S1013A & S10138 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF Sl0I3A & SIO13B -72.0 PSF SIOI3A & SIO13B UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +92.3 PSF SI013 • +61.5 PSF S1013 @ Design 0.79" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -92.3 PSF S1013 -61.5 PSF SI013 DESIGN PRESSURE RATING +61.5 PSF -61.5 PSF -2b- RESULTS: , ii- U!I2..U6 APPROVED : 1 3 1997 • EXPIRES March 14, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No.S1013 dated June 30, 1994, signed and sealed by Vipin Tolat, P.E. 8.1.2 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test of 20 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Reports No.S 1013A dated June 30, 1994 and No. S 1013B dated October 14, 1994, both signed and sealed by Vipin Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -98.1, All Broward Hurricane Panel Co., 20 gage, steel storm panels, Sheets 1 and 2 of 2, prepared by Knezevich & Associates, Inc., dated 06/16/94, with revision No. 8 dated 01/17/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report: Pending Submittal. 8.3.2 Certified Tensile Test Report from ATEC Associates, Inc., Reports #70 -02- 139044 dated June 24, 1994 and #70- 02- 140848 dated September 28, 1994, for 20 ga. steel, tested per ASTM E8 -92, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: 8.4.1 Anchor analysis dated 1/12/95, Page 1 & 2, prepared by K.neze and Associates Inc., signed and sealed by V.J. Knezevich, P.E. Ma uel Perez, P.E. Plans Examiner II Product Control Division �rtANUE NO.: 97- 0212.06 APPROVED ; W 1 3 199 EXPIRES : March 14. 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. 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(b) 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. I 1. The spacing of fasteners at window sills shall be as tested. 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 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. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Man el Perez, P.E. Plans E Prod - Control Division END OF THIS .ACCEPTANCE - 3 - iner II ©WINGNUT SCALE HALF SIZE TENI FASTENER 1 24' ac. E STRLCTURE z3' _ - N.1" S. P?(yt1CT mAMCIMG tocrinntAnw Cl STORM PANEL SCALE N1 /4' -0' -1' VIDTH UNLIMITED cPERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION TOP HDUNT. OVERLAP FASTENN£RS CSEE MITE s 6) PLAN V'.EV BOTTOM MOUNT. OVERLAP FASTENERS TTP. (SEE NOTE $ 6) AL. ANGLE CIASLRE PIECE. I' x 2' x .055' MIN. TO 2' x 5' x .035' MAX. OPTHNAL AAA XING LLICA = MIN. .083' ® KEY HOLE WASHER SCALE N HALF SIZE EXISTING STRUCTURE C2 'h' HEADER SCALE 1 1/4' PLAN VIEW SCALE. C3 'U' HEADER SCALE N 1/4' - a -1• Norm 1' OVERLAP AL. ANGLE CLOSURE PIECE. 1' x 2' x .125' MIN. TO 2' x 3' x .I25' MAX. By. ®'EAB' ANGLE SCALE • 1/4' = a -1' 1. THIS SHUTTER SYSTEM IS DESIGNED iN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. AND THE 1994 BROYARD COUNTY E DITIIN. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7-88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 20 GAUGE STEEL, It = .035'). CONFORMING TO ASTH A446, STRUCTURAL QUALITY. GRADE C. WITH A MIN. Fy = 40 KS1 BEFORE ROLLING, GALVANIZED IN ACCORDANCE WITH ASTH G90. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.D.N. 4. PRODUCT MARKINGS SHALL BE VITHIN 12" OF Ib.'E END OF THE PANEL VITH A MIN. or ONL MARKING PER PANEL AHD SHALL BE LABELED AS FOLLOVS. B H P C O FT. LAUD., FL. DADE COUNTY PROD. APPRD. 3, ALL BOLTS AND VASHERS SHALL BE STAINLESS STEEL. VITH A MINIMUM Fy = 33KS1 6. ALL PANELS SHALL BE FASTENED AT OVERLAPS AT 1/3 POINTS (SEE TYPICAL ELEVATION); HOWEVER, .PANEL SPANS SMALLER THAN 48' MAY BE FASTENED AT MIDSPAN. FASTENERS SHALL BE 1/4 -20 x 1." SIDEWALK BOLTS V/ DIE CAST ALUMINUM VASHERED VINGMITS. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 8. T1;E DETAILS AND SPECIFICATIONS SHCVH HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE VITH DADE COUNTY PROTOCOLS PA 201, 203,. AND 202 VITH DESIGN LOADS AS FOLLOWS POSITIVE DESIGN LOAD + 61.5 PSF NEGATIVE DCIGN. ICAO - 61.3 RSV DESIGN BASED ON CRL REPORT 8 SI013. SI013A t 510138. 9. A YARNING NOTE SHALL BE PERMMENTLY PLACED ON EACH PANEL OR SILL OF PANELS ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS V ILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 10. TOP L BOTTOM DETAILS SHOVN MAY BE .INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAT BE AWNTED HORIZONTALLY VHERE APPLICABLE. SHEAR FASTENER 0 24' O.C. EX!STTNG P 1CT RENEWED ACCEFTANCENa f - V7 IZ •OSv E,' PI TION DATE ) PRO _T CONTR DLVISIOILY UC V.J Fl. .123' TYP. I 54 °' ® ANGLE SCALE N 1/4' = a - 1' APPROVED AS COMPLYING WITH. THE SOUTH FLORIDA BUILDING CODE - DATE m[! /E, :19 8T - ._ H ( /1LlWL PRODUCT C NTROL DIV!S:OIt BUILDING - COOS COMPLIANCE OFFICE ICCEPTANCE NO. WI - 1115_ 03 PROFESSIONAL ENGINEER H ciate U N W 1— _Q U 0 N (4 • - Z w LJ o ' z >IJCn as m V 0. N 00 aLI W u W c c, W Yv W Za - 2 Z W--Q = Y 2r — WHO = .n 1, cn f :L o. .p S o U2 o • E 0 .0 e 0 c O < V 0 h J J dr•u.ing no. 94 -98.1 N e 2 N 13 1 995 010983 2 l7 0 0 U INMENNOMMENNENVID —� • J x 7 ,J lJ > >. -±" >, .0 -o e c -; u U 0 4 a. L L a =o v / f ....... - r n r ? 1 GLASS GTR DOOR GLASS OR DOOR ANGLE TO VALL DETAIL EXISTING ST'RUCTLRE TENSION FASTENER <SEE ANCHOR SOEDU.D VOID FRAMING TENSION FASTENER MIN. Q CONT. vCOD FRAMING ANGLE TO VALL DETAIL SCAR F . t i4• - n•_ + 0 CONT. (TYP. TIP 1. BOTTOM) TENSION FASTENER (SEE ANCHOR ScHEDU.D EXISTING STRUCTURE WALL MOUNT SECTION SCALE (- 1/4'- 0'- 1' (SEE ANCHOR =HULLED PAlc' TO ANGLE DETAIL WALL MOUNT SECTION 1/4' MAX 1/4 - 20 MACHINE BOLT 1. V1MGMJT a 65' D.C. TYP. TIP L BOTTOM PANEL TO ANGLE DETAIL GLASS DR DOOR N Z CD GLASS OR DOOR Q CONT. 1' PLYvECID AND STUCCO FINISH MA/ r . n — 1•_ MITI EDGE DIST. 44 EDGE DIST 2' x 6' P.T. VOID CONT. ® CONT. EXISTING STRUCTURE 1/4 -20 MACHINE BOLT 1 VINGNUT e DC. EXISTING STRUCTURE 1/4'0 x 1 - 3/ 4' S. LAG e Ir at. v/ 1 -1/2' PENETRATION Dif0 VOID 2- 1/4 . 0 x 4- 1 /2'S. LAG SCREV e 24' 0.C. MAX. V/ 1 -3/4' PENETRATION IN CENTER OF STUDS NrrTF• voOD BUILD -OUT CONNECTION NAY BE USED AT TEP USING, 'h' HEADER 1 AS SH JN IN V M.L SECT . WALL' MOUNT SECTION (BOTTOM) SHEAR FASTENER (SEC ANCHOR SCHEDU D c V 1' MAX. SHEAR FASTENER (SEE ANCHOR SCE.DL1.o ® CEILING /INSIDE MOUNT SECTION SCALE 1. 1/4' - D'- 1' GLASS OR DOOR 5 4 • O EXISTING STRUCTL E TENSION FASTENER (SEE ANCHOR SCHEDULE) 3g MIN. 9 CONT. - TYP. 0P L BOTTOM ® CONT. - TYP. TOP I. BOTTOM EXISITNG STRUCTURE x SIDE CU/SURE REO'D. (SEE PLAN VIEW SCALE 1- 1/4' - 0' - 1' 1/4 -20 MACHINE BOLT 1. VINGNUT a 6.5' O.0 ‘TYP. TOP L BOTTOM) 114 -20 MACHINE BOLT 1. NUT TENSION FASTENER CTYP. TIP L BOTTOM) (SEE ANCHOR SCHEDULD BUILD -OUT MOUNT SECTION GLASS OR DOOR BY EXISTING STRUCTURE SCALE •.3'- r- a- 1/4'0 RAVL CALK -IN e 6 ac v/ 7/8' EMBEDENT IN CONCRETE OR BLOCK PRODUCT RENEWED ACCEPTANCE NO. "! - a 2 I E . a 6 EXPIRATION DATE r A- q qg PRa • CONIROLD N BUILD i • CODE COMPLLAN • FFICE O DIRECT MOUNT SECTION. Ai KITES L MININIRH E)4BED`E)TT AND EDGE DISTANCE EXCLUDES VALL FINER OR STUCCO. 2. F M s ?G AsT IERSHALL L C BE STUD D IN CENTER OF Vmr a +n -. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA iI ar A. : 0 PROFESSIONAL ENGINEE Br PRODUCT CONTROL DIV!5;011 BUILDING CODE OMPLIANCE OFFICE ACCEPTANCE NO. � f } 3 Fl. L U z r n v W O O Z > � = 1 Q CD J q VI CO 0- L7 Vi Zoo (L' Wa('1 WO 2 x Z Z — Li .0 X O. W 13 Q t, Cr, 0 N L O � A [L' al J" J - 0 2 V 0 y a L I) 4. ' o 0 8 a 6 13 'W 1 _0 Agit V' CH n9 Not PE 0010983 IAN 9 c «1Q=1 x -{ c A v 94 - 98.1 s V r u l ANCHIR SCHEDULE FASTENER ANCHIR SCHEDULE 0 O.C.) EXISTING STRLE7 RE H13LLOV BLOC C T°mt strJa 1/4'0 ITV TAPCON ANCHOR V/ 1 - 1/4' MIN. EMBEDMENT SPACING REQUIRED CINCHES E1LE DIST- SPAN CL) I M. FT . EXISTING STRUCTURE CONCRETE VOOD FRAMING ANCHOR DESCRIPTION 1/4'0 RAVL CALK -IN : V/ 7/8' MIN. EMBEDMENT 1/4'0 ITV TAPCON ANCHOR IV/ 1 -1/4 " MIK. EMBEDMENT 1/4'0 U.S. SLEEVE ANCHOR V/ l:' MIN. EMBEDMENT 44E 1/4'0 VDOD LAG SCREV V/ 1 -7/B' MIN. EMBEDMENT EDGE DIST. SPAN (U 1M FT. 2' r r r 2• 3' 4 3/4' ¢EE ANaHDR NOTE No. 2) L f 101• t3' / 10 • 0' 13' 11 i � / 13 12 IJ 13' l GLASS GTR DOOR GLASS OR DOOR ANGLE TO VALL DETAIL EXISTING ST'RUCTLRE TENSION FASTENER <SEE ANCHOR SOEDU.D VOID FRAMING TENSION FASTENER MIN. Q CONT. vCOD FRAMING ANGLE TO VALL DETAIL SCAR F . t i4• - n•_ + 0 CONT. (TYP. TIP 1. BOTTOM) TENSION FASTENER (SEE ANCHOR ScHEDU.D EXISTING STRUCTURE WALL MOUNT SECTION SCALE (- 1/4'- 0'- 1' (SEE ANCHOR =HULLED PAlc' TO ANGLE DETAIL WALL MOUNT SECTION 1/4' MAX 1/4 - 20 MACHINE BOLT 1. V1MGMJT a 65' D.C. TYP. TIP L BOTTOM PANEL TO ANGLE DETAIL GLASS DR DOOR N Z CD GLASS OR DOOR Q CONT. 1' PLYvECID AND STUCCO FINISH MA/ r . n — 1•_ MITI EDGE DIST. 44 EDGE DIST 2' x 6' P.T. VOID CONT. ® CONT. EXISTING STRUCTURE 1/4 -20 MACHINE BOLT 1 VINGNUT e DC. EXISTING STRUCTURE 1/4'0 x 1 - 3/ 4' S. LAG e Ir at. v/ 1 -1/2' PENETRATION Dif0 VOID 2- 1/4 . 0 x 4- 1 /2'S. LAG SCREV e 24' 0.C. MAX. V/ 1 -3/4' PENETRATION IN CENTER OF STUDS NrrTF• voOD BUILD -OUT CONNECTION NAY BE USED AT TEP USING, 'h' HEADER 1 AS SH JN IN V M.L SECT . WALL' MOUNT SECTION (BOTTOM) SHEAR FASTENER (SEC ANCHOR SCHEDU D c V 1' MAX. SHEAR FASTENER (SEE ANCHOR SCE.DL1.o ® CEILING /INSIDE MOUNT SECTION SCALE 1. 1/4' - D'- 1' GLASS OR DOOR 5 4 • O EXISTING STRUCTL E TENSION FASTENER (SEE ANCHOR SCHEDULE) 3g MIN. 9 CONT. - TYP. 0P L BOTTOM ® CONT. - TYP. TOP I. BOTTOM EXISITNG STRUCTURE x SIDE CU/SURE REO'D. (SEE PLAN VIEW SCALE 1- 1/4' - 0' - 1' 1/4 -20 MACHINE BOLT 1. VINGNUT a 6.5' O.0 ‘TYP. TOP L BOTTOM) 114 -20 MACHINE BOLT 1. NUT TENSION FASTENER CTYP. TIP L BOTTOM) (SEE ANCHOR SCHEDULD BUILD -OUT MOUNT SECTION GLASS OR DOOR BY EXISTING STRUCTURE SCALE •.3'- r- a- 1/4'0 RAVL CALK -IN e 6 ac v/ 7/8' EMBEDENT IN CONCRETE OR BLOCK PRODUCT RENEWED ACCEPTANCE NO. "! - a 2 I E . a 6 EXPIRATION DATE r A- q qg PRa • CONIROLD N BUILD i • CODE COMPLLAN • FFICE O DIRECT MOUNT SECTION. Ai KITES L MININIRH E)4BED`E)TT AND EDGE DISTANCE EXCLUDES VALL FINER OR STUCCO. 2. F M s ?G AsT IERSHALL L C BE STUD D IN CENTER OF Vmr a +n -. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA iI ar A. : 0 PROFESSIONAL ENGINEE Br PRODUCT CONTROL DIV!5;011 BUILDING CODE OMPLIANCE OFFICE ACCEPTANCE NO. � f } 3 Fl. L U z r n v W O O Z > � = 1 Q CD J q VI CO 0- L7 Vi Zoo (L' Wa('1 WO 2 x Z Z — Li .0 X O. W 13 Q t, Cr, 0 N L O � A [L' al J" J - 0 2 V 0 y a L I) 4. ' o 0 8 a 6 13 'W 1 _0 Agit V' CH n9 Not PE 0010983 IAN 9 c «1Q=1 x -{ c A v 94 - 98.1 s V r u l ANCHIR SCHEDULE - FASTENER SPACING REQUIRED (INCHES O.C.) EXISTING STRLE7 RE H13LLOV BLOC C ANDER DCSCRIPTION 1/4 '• RAVL CAU( - 1N V/ 7/8' MIN. EMBEDMENT 1/4'0 ITV TAPCON ANCHOR V/ 1 - 1/4' MIN. EMBEDMENT I/4'0 U.S. SLEEVE ANCHOR v/ 1' MIN. EMBEDMENT E1LE DIST- SPAN CL) I M. FT . r r� 7 r IC I 2' s / V 3 ' r , )r 2• s / u 7 ' tr L 1 I n' —� GLASS GTR DOOR GLASS OR DOOR ANGLE TO VALL DETAIL EXISTING ST'RUCTLRE TENSION FASTENER <SEE ANCHOR SOEDU.D VOID FRAMING TENSION FASTENER MIN. Q CONT. vCOD FRAMING ANGLE TO VALL DETAIL SCAR F . t i4• - n•_ + 0 CONT. (TYP. TIP 1. BOTTOM) TENSION FASTENER (SEE ANCHOR ScHEDU.D EXISTING STRUCTURE WALL MOUNT SECTION SCALE (- 1/4'- 0'- 1' (SEE ANCHOR =HULLED PAlc' TO ANGLE DETAIL WALL MOUNT SECTION 1/4' MAX 1/4 - 20 MACHINE BOLT 1. V1MGMJT a 65' D.C. TYP. TIP L BOTTOM PANEL TO ANGLE DETAIL GLASS DR DOOR N Z CD GLASS OR DOOR Q CONT. 1' PLYvECID AND STUCCO FINISH MA/ r . n — 1•_ MITI EDGE DIST. 44 EDGE DIST 2' x 6' P.T. VOID CONT. ® CONT. EXISTING STRUCTURE 1/4 -20 MACHINE BOLT 1 VINGNUT e DC. EXISTING STRUCTURE 1/4'0 x 1 - 3/ 4' S. LAG e Ir at. v/ 1 -1/2' PENETRATION Dif0 VOID 2- 1/4 . 0 x 4- 1 /2'S. LAG SCREV e 24' 0.C. MAX. V/ 1 -3/4' PENETRATION IN CENTER OF STUDS NrrTF• voOD BUILD -OUT CONNECTION NAY BE USED AT TEP USING, 'h' HEADER 1 AS SH JN IN V M.L SECT . WALL' MOUNT SECTION (BOTTOM) SHEAR FASTENER (SEC ANCHOR SCHEDU D c V 1' MAX. SHEAR FASTENER (SEE ANCHOR SCE.DL1.o ® CEILING /INSIDE MOUNT SECTION SCALE 1. 1/4' - D'- 1' GLASS OR DOOR 5 4 • O EXISTING STRUCTL E TENSION FASTENER (SEE ANCHOR SCHEDULE) 3g MIN. 9 CONT. - TYP. 0P L BOTTOM ® CONT. - TYP. TOP I. BOTTOM EXISITNG STRUCTURE x SIDE CU/SURE REO'D. (SEE PLAN VIEW SCALE 1- 1/4' - 0' - 1' 1/4 -20 MACHINE BOLT 1. VINGNUT a 6.5' O.0 ‘TYP. TOP L BOTTOM) 114 -20 MACHINE BOLT 1. NUT TENSION FASTENER CTYP. TIP L BOTTOM) (SEE ANCHOR SCHEDULD BUILD -OUT MOUNT SECTION GLASS OR DOOR BY EXISTING STRUCTURE SCALE •.3'- r- a- 1/4'0 RAVL CALK -IN e 6 ac v/ 7/8' EMBEDENT IN CONCRETE OR BLOCK PRODUCT RENEWED ACCEPTANCE NO. "! - a 2 I E . a 6 EXPIRATION DATE r A- q qg PRa • CONIROLD N BUILD i • CODE COMPLLAN • FFICE O DIRECT MOUNT SECTION. Ai KITES L MININIRH E)4BED`E)TT AND EDGE DISTANCE EXCLUDES VALL FINER OR STUCCO. 2. F M s ?G AsT IERSHALL L C BE STUD D IN CENTER OF Vmr a +n -. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA iI ar A. : 0 PROFESSIONAL ENGINEE Br PRODUCT CONTROL DIV!5;011 BUILDING CODE OMPLIANCE OFFICE ACCEPTANCE NO. � f } 3 Fl. L U z r n v W O O Z > � = 1 Q CD J q VI CO 0- L7 Vi Zoo (L' Wa('1 WO 2 x Z Z — Li .0 X O. W 13 Q t, Cr, 0 N L O � A [L' al J" J - 0 2 V 0 y a L I) 4. ' o 0 8 a 6 13 'W 1 _0 Agit V' CH n9 Not PE 0010983 IAN 9 c «1Q=1 x -{ c A v 94 - 98.1 s V r u 0) . /e/� 6'r-a • /� PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' 1 - I ; - f Job Address /1 `YZ- N,'_ >' 7 / � 7- ,; ,r,�. Tax Folio / / — Z.G = 0 (/ 0 4 4 4'U L,T Legal Description .'; t 0 L o r z g N// 1. y / 4 c,. / /.. Lu! 2 Historically Designated: Yes No Owner/Lessee / Tenant V // 1 // 4,0 t ',wall Master Permit # Phone go - 7 S / - z S ` . /3 °5 - 977 —32/) )� � k'G �� ,+� /�Jes�: C�atii- Address L/S 1-r/ v1 /c L :1h /'1 ;yr Ze.6d,.l i4 /r 333oq Phone 9. 5 (/ ` — ? y- 3 3D0 Competency # �L® Z Ins. Co. Address 6 Cl /y CPPM/ .1)4 • 0 1 J l id 1 t 12,� y .2' • 33 /e' 4• Owner's Address I ! 9 z /LiL 9 / r1;' Contracting Co. /9 Qualifier WI 41-1 / r& J- State # Municipal # Architect/Engineer �� / fir. t• 1- It 7/ /IS c ac I . /14 - 4 Bonding Company N / Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL / PLUMBING MECHANICAL ROOFING G PAVING WORK DESCRIPTION � �: fro C 4 'f 54 U Ti =' S O r" / 7 PE i, $i Square Ft. f 7 O 1 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 contractot,to do the work stated. e o� and/or Condo President otary as to Owner and/or Con resident My Commission Expires: / , ......... )c .�a M,rlene,M. King > _ Not :,y P ^•,lic, Sc4:e c j� CoLSmssion N,. CC 597332 • ) �OFF‘P Q M � ' :� inn Exp. ".2/28/2000 c y ..._.... -s. P c . Bonded l c ;`:: ,,,: ±': 3nndiis Co / //o 9? at FEES: PERMIT 7 2(, RADON C.C.F. / 2 0 )00c Estimated Cost (value) " / Z 3 ' ' APPROVED: Zoning Building Mechanical Plumbing FENCE SIGN Notatty as to Contractor or , My C mmission Expires: Marcia G. Lawrence 5 ►, +�' :.: MY COMMISSION # CC656606 EXPIRES - June 17, 2001 BONDED THRU TROY FAIN INSURANCE, INC Electrical NOTARY ''Q TOTAL DUE «3 ate Engineering Date: /D - 9k Customer: �t 1/ v Z. C �:' Address: To Whom It May Concern: I herby authorize BROWARD HURRICANE PANEL CO. to act as my agent for the purpose of securing a BUILDING PERMIT for the installation of the items specified in the attached contract. this authorization permits BROWARD HURRICANE. PANEL CO. to sign the BUILDING PERMIT APPLICATION and OWNERS AFFIDAVIT (if required by the municipality) as owner's agent and shall not be construed to represent any other agency relationship. I further understand that BROWARD HURRICANE PANEL CO. is responsible for payment for the direct costs associated with obtaining a BUILDING PERMIT for the work specified in the attached contract. Signe Witness: 40Pk i•„ is r _awnOnce ,* 656606 EXPIRES • , . +7, 2001 ` tMv �4 o.• i ,i TREY FR %NUISURANCE, INC _*. a' : �� Marcia G. Lawre ;•= MY COMMISSION N CC656606 EXPIRES '' �� ' June 17, 2001 Rf„0T'� BONDED THRU TROY FAIN INSURANCE, INC, It qz i,c qi.r. vu ; s 404es, 9-1. v- u C r•-l? c l !9 PERMIT AUTHORIZATION Tgk1c 3S 1 EIra6lisbe,'r9f4 DECEMBER 14, 1998 MIAMI SHORES VILLAGE BUILDING OFFICIAL Dear Sir: We are the Dade County Notice of Acceptance Holder for HURRICANE PANELS under number 98- 0120.01 This letter authorizes ALL BROWARD HURRICANE PANEL, INC., to be used for the following job: Phillip L. Grable 1192 N. E. 91st Terrace Miami Shores, FL 33138 Sincer ALL B LeRoy Peterson Pres iderit HURRICANE PANEL, INC. CGC 046375 ❑ 450 WEST McNAB ROAD, FORT LAUDERDALE, FL 33309 -2113 • (954) 974 -3300 SALES OFFICES; ` ❑ 3972 LAKE WORTH ROAD, LAKE WORTH, FL 33461 • (561) 968 -3360 ❑ 12252 S.W. 128TH STREET, MIAMI, FL 33186 • (305) 252 -1500 ❑ 9225 ULMERTON ROAD, SUITE T, LARGO, FL 34641 • (813) 585 -0021 Established 1954 9 7 /ALL. BROWARD ; URRICANE P � c Our Rept% a tond�ength . "�?r.exist;1 Customer: 7 r SL s ° £3 onbw 4/09 /ei* 131/0w 6u,scduw w•ir/t B /re.,dd Scgircat 74 Shutter Type: du /7v 6My / d Ef r rvdr/d 4L ecW c t9 /91 /1' . L. 6 £ // F /2 c L /}/.t/!o EsfeWishr -' 193: PERMIT PLOT PLAN Address: J /92 "Vic 9/ ri ir/e City, State & Zip: Mir/m / shorrS r 7/. 3313' JOB DIAGRAM S' L /j 14 1 H e pstrtic Top of Openings Above Grade, All Less Than: it Building Width & Depth: 10 t x Prepared By: 7 it - 3405 - Col - ocfd'o to'Lor Z3 R/i Lorzo f wfY is lot 2s P3 /k Z Pap 9 - /4f g Z s' sourly 7-o 9S' sr 40 161 ro N. C• 2 rv $1 /L 90 7'o '7', 6 s r of /6e G o Lf, ro /t,c: i2.-Ave- YYI /i' yU rZ ,f/k 4 iM /G v g Tv ti. y 5/101,. p, a N 90 ro N,r: 9 / sr Tx`/«• M yer 0 #(, ,r /(w 6 r /, Mean Roof Height: / Z cv METRO-MGE PRODUCT CONTROL NOTICE All Broward Hurricane Panel Inc. 450 West McNab Road Ft. Lauderdale FL 33309 Acceptance No.:98- 0120.01 (Revises No..: 96- 0229.01) Expires:07 /31/00 Approved: 06/11/98 ti Internet mail address: postmaster @buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 •w . . % METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Steel Storm Panel Shutter 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 drawings prepared by V. J. Knezevich, P.E., and test report prepared by Construction Testing Corporation. 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. Raul Ro. 'guez Product Control 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 Building 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 Building Code Compliance Dept. Metropolitan Dade County Homepage:' http : / /www.buildingcodeonline.com All Broward Hurricane Panel Co. ACCEPTANCE NO.: 98- 0120.01 APPROVED : JUN 1 1 1999 EXPIRES 07/31/2000 NOT-ICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 96- 0229.01, which was issued on 07/31/97. It approves a 20 ga. steel storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 20 ga. steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95 -701, titled "20 ga. Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated 01/30/96, revision #7 dated 05/01/98, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones or metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION The 20 ga. steel storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of the system. Helmy A.`iGlakar, P.E.- Product Control Examiner Product Control Division - - All Broward Hurricane Panel Co. ACCEPTANCE NO.: 98- 0120.01 APPROVED : JUN 1 1 1998 EXPIRES 07/31/2000 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 documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved; c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE • Product Control Division 4 /Z ( ✓< Helmy A. akar, P.E.- Product Control Examiner DESIGN WIND LOADS (PSF) TRI B. AREA > 20 SQ. FT. TRI B. AREA > 20 SQ. FT. MEAN ROOF HEIGHT COASTAL OR NON- COASTAL BUILDING ZONES NEGATI VE Int. Zone(4) MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 43.2 -45.9 -57. 2 > 15 -20 46. 9 -49. 9 -62. 1 > 20 -25 50.0 -53. 1 -66. 2 > 25 -30 52. 7 -56. 0 -69. 7 > 30 -40 57.2 -60.8 -75. 7 > 40 -50 60. 9 -64.8 -80. 7 > 50-60 64, 2 -68. 2 -85. 0 DESIGN WIND LOADS (PSF) TRI B. AREA > 20 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 39.6 -42.0 -52.1 > 15 -20 42, 9 -45. 6 -56. 6 > 20 -25 45.8 -48.6 -60. 3 > 25 -30 48. 2 -51. 2 -63. 6 > 30 -40 52. 4 -55. 6 -69. 0 > 40 -50 55.8 -59. 3 -73. 6 > 50 -60 58.8 -62.4 -77.5 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 40.6 -43.4 -51.4 > 15 -20 44.1 -47, 1 -55.8 -59. 5 > 20-25 47. 0 -50. 2 > 25 -30 49.5 -52. 9 -62.7 > 30 -40 53.8 -57.4 -68.0 > 40 -50 57.3 -61.2 -72.5 > 50 -60 60.4 -64.4 -76.4 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA . COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & <5) NEGATIVE Int. Zone <4) NEGATIVE End Zone(5) ( 0 -15 ) ('45. 1 ' ( 9 ) (-__61. 5 ) > 15 -20 49. 0 -52.0 -66.8 > 20 -25 52.2 -55.4 -71.2 > 25 -30 55. 0 -58. 3 -75. 0 > 30 -40 59. 7 -63.3 -81. 4 > 40 -50 63.7 -67.5 -86.8 > 50-60 67. 1 -71. 1 -91. 4 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0-1 5 41. 3 -43. 8 -56. 1 > 15 -20 44. 8 -47. 5 -60, 9 > 20 -25 47.8 -50.6 -64.9 > 25 -30 50. 3 -53. 3 -68. 4 > 30 -40 54. 7 -57.9 -74. 2 > 40 -50 58.3 -61.7 -79.1 > 50 -60 61. 4 -65.0 -83. 3 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. 09/17/97 09:42 ROOF SLOPE, e > 1 0 ROOF SLOPE, e < 1 0 D NOTES. 1. TABULATED DESIGN VI ND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPEC' FICATIINS FOR COMPOENTS AND CLADDINFS. THE FOLLOWING DESI GN CRITERIA ARE USED A. MEAN ROOF ICIQ'ff LESS THAN OR EQUAL TO 60 FEET. B. BASI C VI ND SPEED 110 MPH C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY I STRUCTURES. FIR CATEGORY II AND III STRUCTURES, MULTIPLY APPLICABLE LOAD BY 1.12. D. TRI BUTARY AREA AS NOTED. 2. DESIGN LOADS ARE APPLICABLE FOR COASTAL AND PEN-COASTAL BUILDING ZOMES. EXPOSURE •C• IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATI VE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. BUILDING ZONES SHALL BE DETERMINED IN ACCORDANCE WITH THE DIAGRAM SHOWN. DIMENSION • EQUALS 1OZ OF MI NO MUM BUI LDI NG VI DTH OR 40X OF MEAN ROOF IME1 GHT (h), VHI CHEVER I S SMALLER, BUT NOT LESS THAN El THER 4Z OF M1 NI MUM VI DTH OR 3 FEET. 2. 11• 12 12• 5. LI NEAR INTERPOLATION MAY BE USED FOR VALUES BETWEEN TABULATED ELEVATI ONS. 6. TRIBUTARY AREA REFERS TO THE AREA OF LOAD THE SYSTEM OR COMPONENT RESI STS. FOR SYSTEMS SUCH AS STORM PANELS AND FOLDING (ACCORD! 4) SHUTTERS, THE TRI BUTARY AREA MAY BE TAKEN AS1 L,. WHERE L = STRUTTER SPAN FOR OTHER SYSTEMS, REFER TO THE ENGINEERED DRAM NGS OR THIS OFFICE FOR APPROPRIATE TRI BUTARY AREA OR USE TABLES 0(51 GNATED AS DESIGN VI ND LOADS FOR ANY TRI BUATARY AREAS. da 0 e V) L7 Z 0 J m V.J. K ?RUFESSIO FL L! PE 0 J T a en g O • I a a W J J r Y QQ a 4 O 3 N ' < O ••- - r 5 -X NU1 u. 0. m r ON N W J CT r - a. P ; 0i mm ea Z o W a N 0 O_�w= t ' o r 3 sheet 1 01 1 u ui W u 0 a .1 x N W z d• d• 1- x 1, r 0 u to l7 to 0 00 Q 4 O J -J 0 03 V) 1- W z W W �Z QO a 0 v nb: EER 1 1acalAS Na CIr(Wl t drawn by 6( esiQn b vJK ( chocked b JMK drawing no. 97 -20 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON-COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone (4) NEGATI VE End Zone(5) 0 -1 5 37.2 -39.7 -47.0 > 15 -20 40.4 -43. 1 -51.0 > 20 -25 43.1 -46.0 -54.3 > 25 -30 45.4 -48. 4 -57.2 > 30 -40 49.3 -52.6 -62.1 > 40-50 52. 5 -56. 0 -66. 2 > 50-60 55. 4 -59. 0 -69. 8 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. 09/17/97 09:42 ROOF SLOPE, e > 1 0 ROOF SLOPE, e < 1 0 D NOTES. 1. TABULATED DESIGN VI ND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPEC' FICATIINS FOR COMPOENTS AND CLADDINFS. THE FOLLOWING DESI GN CRITERIA ARE USED A. MEAN ROOF ICIQ'ff LESS THAN OR EQUAL TO 60 FEET. B. BASI C VI ND SPEED 110 MPH C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY I STRUCTURES. FIR CATEGORY II AND III STRUCTURES, MULTIPLY APPLICABLE LOAD BY 1.12. D. TRI BUTARY AREA AS NOTED. 2. DESIGN LOADS ARE APPLICABLE FOR COASTAL AND PEN-COASTAL BUILDING ZOMES. EXPOSURE •C• IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATI VE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. BUILDING ZONES SHALL BE DETERMINED IN ACCORDANCE WITH THE DIAGRAM SHOWN. DIMENSION • EQUALS 1OZ OF MI NO MUM BUI LDI NG VI DTH OR 40X OF MEAN ROOF IME1 GHT (h), VHI CHEVER I S SMALLER, BUT NOT LESS THAN El THER 4Z OF M1 NI MUM VI DTH OR 3 FEET. 2. 11• 12 12• 5. LI NEAR INTERPOLATION MAY BE USED FOR VALUES BETWEEN TABULATED ELEVATI ONS. 6. TRIBUTARY AREA REFERS TO THE AREA OF LOAD THE SYSTEM OR COMPONENT RESI STS. FOR SYSTEMS SUCH AS STORM PANELS AND FOLDING (ACCORD! 4) SHUTTERS, THE TRI BUTARY AREA MAY BE TAKEN AS1 L,. WHERE L = STRUTTER SPAN FOR OTHER SYSTEMS, REFER TO THE ENGINEERED DRAM NGS OR THIS OFFICE FOR APPROPRIATE TRI BUTARY AREA OR USE TABLES 0(51 GNATED AS DESIGN VI ND LOADS FOR ANY TRI BUATARY AREAS. da 0 e V) L7 Z 0 J m V.J. K ?RUFESSIO FL L! PE 0 J T a en g O • I a a W J J r Y QQ a 4 O 3 N ' < O ••- - r 5 -X NU1 u. 0. m r ON N W J CT r - a. P ; 0i mm ea Z o W a N 0 O_�w= t ' o r 3 sheet 1 01 1 u ui W u 0 a .1 x N W z d• d• 1- x 1, r 0 u to l7 to 0 00 Q 4 O J -J 0 03 V) 1- W z W W �Z QO a 0 v nb: EER 1 1acalAS Na CIr(Wl t drawn by 6( esiQn b vJK ( chocked b JMK drawing no. 97 -20 00 t-1 .125" TYP. 2.25" 1 PRODUCT MARKING IDENTIFICATION 5.00" MAX. O 5 ANGLE SCALE : 3" • 1' -0" 4 N 0: 0 2.00" 13.00" 14.25" FULL PANEL WIDTH UNLIMITED SECTION IMP. TO PANEL SPAN( O TYPICAL ELEVATION t 2.25" FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 4 OF 7 , FOR REQUIRED SEPARATION FROM GLASS. OPTIONAL MARKING LOCATION, SERRATED PANEL / EDGE. OPTIONAL TOP MOUNT. BOTTOM MOUNT. 1.00" ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. E ......------- O STORM PANEL SCALE : 3" • 1' -0" O SCALE : 3" ■ 1' -0" 3003 - M14 ALUMINUM ALLOY OVERLAP FASTENERS (SEE NOTE 7 S, PLAN VIEWS SHEET 41 "KEYHOLE" WASHER 2.25' 6.30' 2.00" O "h" HEADER SCALE : 3" • r -0" O WINGNUT SCALE : HALF SIZE 065" 100 .090' 100" O "U" HEADER SCALE : 3" ■ 1' -0" SHPCO FT. LAUDERDALE. R.. DADE COUNTY PROD. APPRO. 2.00' St)" 0 80 N A r _ • 1 OPTIONAL LEO "SEA" ANGLE SCALE : 3" ■ r -0" DENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 1 -91 'MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES.' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It • .0331 CONFORMING TO ASTM A653 -94. HIGH STRENGTH LOW ALLOY, TYPE 2. GRADE 50. GALVANIZED IN ACCORDANCE WITH ASTM 060. EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MN. OP ONE MARKING PER PANEL AND SHALL 112 LABELED AS FOLLOWS: 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A 6. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7. LL BE FASTENED AT MID SPAN W/ 1/4 -20 x r BOLTS WITH OIE AST ALUMINUM WASHEREO WINO NUTS OR JACK NUTS ISE! TYPICAL ELEVATION 6 1. FOR SPANS LESS THAN 33 ". OVERLAP FASTENERS ARE NOT REQUIRED. R. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UHVORM STATIC AIR PRESSURE LOADING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.20!. AND 203. DESIGN IS BASED ON CTC TEST REPORTS No. 96 -002, Ne. 96 -029 & No. 97 -061. 9. AT LEAST ONE WARNING NOTE PER OPCNINO SHALL BC PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OPPER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY tet PRODUCT COA OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Q$ — n12n •n 1 F W z� a. 2 cc 0 N J 0 M C 0 • • L MAY • •• M 8 a g K1 V.J. ZEV)CH ar.vin0 n•. 95 -701 s • 0 • 2 2 i 4 2 V 0 9 0 N e J • 0 4 0 Pt N • r PROFESSIONAL FL LI E• 0 PE 0 01: ER •• on er _ `'LS SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR GLASS OR DOOR EXISTING STRUCTURE EXISTING STRUCTURE CONCRETE, MASONRY OR WOOD SEE ANCHOR SCHEDULE. TYP C C == 0 e 4 0 O EXISTING STRUCTURE CONCRETE, MASONRY OR WOOD. SEE ANCHOR SCHEDULE, TYP. SEE MIN. SEPARATION FROM GLASS SCHEDULE— a 0 a ANGLE TO WALL DETAIL - 11/2" O DIRECT MOUNT SECTION SCALE 3" • 1' -0 FASTENER, SEE ANCHOR SCHEO REF. CONNECTION 'TYPE 2" LE : 3" • T -0" O CONT. OPTIONAL LEG XIS TING ' FASTENER, SEE ANCHOR TURF ° �� SCHEDULE. REFERENCE CONNECTION 'TYPE 1' WALL MOUNT SECTION FASTENER - USE RAWL CALK -IN OR WOOD BUSHING FASTENER AT 6 -1/2" O.C. OR 13" O.C. SEE ANCHOR SCHEDULE. CONNECTION 'TYPE 1' FOR ANCHOR SPECS 1. MAX. SPACING. DO NOT USE WHERE SCHEDULED SPACING IS LESS THAN 6 -1/2" USE 1/4 -20 S.S. TRUSS HEAD BOLTS W/ KEYHOLE WASHER. TYP TOP L /OR BOTTOM. 0 J X i7 z W J J W 2 o . 4 X E W J 0 i u J W z 0. 0 1 N W W a PANEL TO ANGLE DETAIL J 0. X I GLASS OR DOOR 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL 0 1 - W N 1/4 -20 MACHINE BOLT & WINGNUT 0 6 -1/2" O.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE —.� SEE MIN. SEPARATION FROM GLASS SCHEDULE FASTENER. SEE ANCHOR SCHEO. EXISTING STRUCTURE REF. CONNECTION 'TYPE 3" CONCRETE, MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP GLASS OR DOOR 40 CONT. EXISTING STRUCTURE EXISTING / STRUCTURE I i ANGLE TO WALL DETAIL 4 r SCALE : 3" • 1' -0" t EDGE DIST. 0 E0.' EO• O i l I }} 11 0 ea it E(2. 4 I j EDGE DIST. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE B• CEILING /INSIDE MOUNT SECTION EXISTING STRUCTURE CONCRETE, MASONRY OR W000. SEE ANCHOR SCHEDULE. TYP. FASTENER'. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' 7-O L t OPTIONAL LEG O CONT. ITYP, TOP 1. BOTTOM 1/4 -20 MACHINE BOLT L WINGNUT LID 6 -1/2" O.C. O WALL MOUNT SECTION SCALE 3" • 1 ' -0" • PANEL TO ANGLE DETAIL 1/4" OR 3/4" M W J 0 W X -J 2 4 0, I 0: 0 1- N W W 1/4 -20 MACHINE BOLT L WINGNUT p 6 -1/2" O.C. ITYP, TOP & BOTTOM) EXISTING STRUCTURE CONCRETE, MASONRY OR W000. SEE ANCHOR SCHEDULE, TY ' 0 . SEE STORM PANEL SCHED. BASED ON G AT TOP OF PANEL P L_ GLASS OR DOOR EXISTING STRUCTURE [00[ DIST. 4 0 4 4 90[ 4 DIfT.L a -- a >! 1/2" 1/2" I-- OPTIONAL LEG DIRECTION SEE MIN. SEPARATION FROM GLASS SCHEDULE O CONT. (TYP. TOP L BOTTOM 11/2" O BUILD-OUT MOUNT SECTION SCALE : 3" • 1' -0" FASTENER. SEE AP(CMOR SCHEDULE. REFERE CONNECTION 'TYPE 4• O S CONT. (ANGLE LEG MAY BE REVERSEDI TYP, TOP S. BOTTOM 014 TEK SCREW OR 1/4" -20 MACHINE SCREW & NUT p 13" O.C. 014 TEK SCREW OR 1/4 " -20 MACHINE SCREW & NUT 0 13" O.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE +' J 1- 19 2 J W 2 0. 4 X I APPROVED AS COMPLYING WITH TIIE SOUTH FLORIDA BUILDING CODE DAT E 19 BY PRODUCT CONTR DIViS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9$- DI ?.U.nl 1/4 -20 MACHINE BOLT L WINGNUT 6 -1/2" O.C. ITYP. TOP & BOTTOM) U z W I— 1 Q ; O • f fA • ad = U ; W „ W z 0 N —J W 1- CO CD 0 N • a 1. a N 0 X 0 ! A 4 4 3 4 i • 1 V.J. 101IIEVKH PROFESSIONAL E FL LIC.n PE 0010 MAY a..10 v.. JLcP.cw.v- I R drawing n.. 95 -701 shoot 2.f7 j 05707/98 17:12 THREE 1/4 "O WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. ((D 24" O.C. MAX. EXISTING W000 FRAMING GLASS OR DOOR ". 1 1/4" MIN i 2" MAX. SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE 3" • 1' -0" PLYWOOD & STUCCO FINISH 1. (MAX DESIGN LOAD s 62 PSF) O SOFFIT CONNECTION DETAIL F SEE MIN. SEPARATION FROM GLASS SCHEDULE; 0 (MAX DESIGN LOAD s 72 PSF) SCALE : 3 ". V- 0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL FACE STUCCO FINISH OR PLYWOOD SOFFIT 5" x 1/4" CONT. ALUM. PLATE. EXTEND PLATE TO NEXT TRUSS IF HEADER ENOS MORE THAN 12" BEYOND LAST TRUSS. 014 SMS BETWEEN TRUSSES (14 12" 0.C. -- 0 O ALT. WALL MOUNT SECTION 1/4 -20 MACHINE BOLT & WINGNUT BD 6 -1/2" O.C. O CONT. (LEG OPTIONAL) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 2" x 6" P.T. W000 CONT. 2 1 /4 "• x 4 -1/2" S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1/4" OR 3/4" MAX. SEE STORM PANEL SCHEO. BASED ON GAP AT TOP OF PANEL i GLASS OR DOOR EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE, TYP. L I GLASS OR DOOR I1/2" SEE MIN. SEPARATION FROM GLASS SCHEDULE © BUILD -OUT SECTION SCALE : 3" a V-0" SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/4 -20 MACHINE BOLT L WINGNUT p 6 -1/2" 0.C. O CONT. X1/2" 1 \ 014 TEK SCREW OR 1/4 " -20 MACHINE BOLT L NUT CD13 "O.C. \—OS CONT. �-- FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' O BUILD -OUT SECTION I SCALE : 3" • 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4'. ANCHOR IN CENTER OF W000 FRAMING MEMBER r 014 TEK SCREW OR OS CONT. 1/4" -20 MACHINE BOLT L NUT ell 13 "O.C. 0 0 0 1/4" OR 3/6" MAX. SEE STORM PANEL SCHEO. BASED ON GAP AT TOP OF PANEL APPROVED AS COMPLYING 'MTH THE SOUTH FLORIDA BUILDING CODE DATFUN LL 9 BY PRODUCT CONFffOL DIVIS.ON BUILDING CbDE COMPLIANCE OFFICE ACCEFTANCE NO 1 — nI ZO. h 1 M O N A 140 1 O • 2 4 2 Y w 1- 0 12 1 w 1" 1 1 4 w 6 O J 1 w L If ,I .,n.,. V.J. N3iZMCH PROF2SNONA.EN0NEE11 FL License 434 PE 001090 fd..Ipn by [ design . /3vf11 wn by MC ( LN b vei drawing n.. r 95 -701 I . .M.► 3 of 7 J TABLE 1 I STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) MOUNTINGS USING STUDDED EXTRUDED ANGLE (SEA) TOP L BOTTOM ANY MOUNTING CONDITIONS (MAX. 1/4" SPACE BETWEEN PANEL AND HEADER) ANY MOUNTING CONDITIONS (MAX. 3/4" SPACE BETWEEN PANEL AND HEADER) O L MAX. (FT -IN) O L MAX. (FT -IN) O L MAX. (FT -IN) 40.0 11 -5 11 -5 8 8 45.0 11 -5 11 -5 8- 8 50.0 11 -4 11 -1 8 -8 55.0 10- 10 10 -6 8 -8 60.0 10 -4 10- a - a C '40 10 _ 2� 9 - 11 8 - 8 65.0 9 -11 9 - a 8 - a 70.0 9 -7 9 -4 a -7 72.0 9 -5 9 -2 8 - 4 75.0 9 -3 9 -0 8 -0 80.0 a - 11 8 -9 7 -6 90.0 a - 3 7 -10 6 - a 100.0 7 -5 7 -1 6- 0 110.0 6- 9 6- 5 5- 5 120.0 6 -2 5 -11 5 -0 130.0 5 -8 5 -5 4- 7 140.0 5 -3 5 -0 4 -3 150.0 4- 11 4 - 4 -0 160.0 4 -7 4 -5 3 -9 170.0 4 -4 4- 2 3 -6 180.0 4 -1 3 -11 3 -4 190.0 3 -11 3 -8 3 - 200.0 3 -9 3 -7 3 -0 210.0 3- 6 3- 4 2- 10 TABLE 2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(WI (PSF) ACTUAL SHUTTEF SPAN (1) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 5 - 0 2 -3/8 1 -1/2 8 - 8 2 -3/8 1 - 3/4 11 - 5 2 -7/8 I 2 -5/8 45.0 4 - 0 2 -3/8 1 - 1/6 0 - 8 2 - 3/8 1 - 3/4 11 2-7/e 2 -7/8 50.0 _ /8 ) 1 -1/4 1 -7/8 __ .. 1 . : ;., 0 8 - 8 - 2 -3/8 11 - 4 3 3 60.0 5 - 0 2 -3/8 1 - 1/4 8 - 5 2 -3/8 1 -7/8 10 - 8 2 -7/8 3 70.0 5 - 0 2 -3/8 1 - 1/4 8 - 8 2 -3/8 2 9 - 11 2 -7/8 2 TWO 1/4 -20 BOLTS & NUTS P 24" 0.C. 1/6-20 S.S. BOLT L / WINGNUT a 24' 0.C. (TYP! 20 GAGE STEEL / BENT PLAT[ 05/07/98 17:12 OVERLAP FASTENERS TYP. (SE! NOTE No. 71 2 ' x 5' x .125" ALUM. ANGLE CLOSURE PIECE. FASTENER 12' O.C. FOR OESION LOADS LESS THAN OR EQUAL TO 140 P.S.F & • 6' 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. )SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING STRUCTURE EXISTING BAY WINDOW 4' MAX CD Y OVERLAP EXISTING STRUCTURE EXISTING STRUCTURE 1/4" MAX. GAP- FASTENER P 12" 0.C. FOR DESIGN LOAOS LESS THAN OR EQUAL TO 140 P.S.F. S 81 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR! OVERLAP FASTENERS TYP. (SEE NOTE No. 7) --I ALUM. ANGLE CLOSURE PIECE: 1' x 2" x .055" MIN. TO 2" x 5' x .055' MAX. EXISTING STRUCTURE 1K -20 S.S. BOLT & WINGNUT • 54" 0.C. ITYPI 20 GAGE STEEL BENT PLAT CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" • 1' -0 r" MAX EXISTING BAY WINDOW Y OvERLAP ALUM. ANGLE CLOSURE PIECE: 1" x 2' x .125" MIN. TO x5 "x .125' MAX. NOTES: 1/2" OVERLA FASTENER 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.F. 6 O 6' 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. ISE! ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITION IN FIELD. - COLUMN Q MAY BE USED ONLY WHERE STUD ANGLE IS USED TOP AND BOTTOM. - COLUMN ® MAY BE USED FOR ANY DETAILED CONDITIONS, INCLUDING DIRECT MOUNT. IF HEADER IS USED, MAX. GAP EQUALS 1/4". - COLUMN © MAY BE USED FOR ANY DETAILED CONDITIONS, IF HEADER IS USED. MAX. GAP EQUALS 3/4 ". 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 4. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE TO DETERMINE ALLOWABLE PANEL LENGTH. MIN. EXISTING STRUCTURE MIN. SEPARATION FROM GLASS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT _• 1_)9 BY PRODUCT CON' IL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q - I ao .0I M C V z. IDUEVIE.I+ PROFESSIONAL ENG R FL Ikons 00109 AY1 Nato L a x 8 a 0 x 1 1 1 3 J a ♦7 0 J a 0 [design by l V AI shoot 4. •1 7 1/)I,Hj rocked bol vix draring n.. 95 -701 TWO -1/4 "0 W000 LAG SCREWS p 24- O C. MAX. PANEL SPAN . 5' 6" USE 3rd ANCHOR • 24 O.C. MAX. FOR SPANS - S'- r x 4' x 1/8" CONT ALUM. TUBE 16063 -T61 014 SMS x 3/4" p 12' O.C. HEADER OR 2" x 2' SEA ANGLE W/ STUDS S 6 -1 /r 0.C. MAY BE UBSTITUTED FOR "U" HEADER SHOW GLASS OR DOOR "SEA" A14011 3/4' PLYWOOD E T © "PASS THRU" DETAIL SCALE : 3" • 1' -0' 05/07/98 17: rB•, rte. ACCESS HOLE (TYPI STORM PANEL CONNECTION DETAIL (SECTION) SCALE : 3" - 1' -0" • in .-- STORM PANEL • J Y • 0 2 J or J 2 4 4 6. X I 2 "x4'•1 /8 "CONT. ALUM. TUBE 16063 -T61 W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENOKULAR TO PANEL FACE STUCCO FINISH OR PLYWOOD SOFFIT 1/4' MAX. (MAX. DESIGN LOAD ± 72 PSF) SOFFIT CONNECTION DETAIL NOTE: FOR BAY WINDOWS. FASTEN AT A MAX. 24" SPACING SPLICE AS SHOWN FOR CORNERS OF BAY WINDOW. (MAX DESIGN LOAD ± 72 PSF) 1/4'41 RAWL CALK -IN • S" 0.C. WITH 7/8" 11114. EMB. IN CONC. OR OR HOLLOW BLOCK OR 1/4'• LAG SCREW p 12" 0.C. W/ 1 -1/2" 11114. EMB. IN W000 OR 1/4'41 ITW TAPCON • 4" 0.C. W/ 1 -1/4' MIN. EM5. IN CONC. OR HOLLOW BLOCK 1/2 "• THRU BOLT p 12- 0.C. 1/4'41 RAWL CALK -IN • 12' 0.C. WITH 7/8" MIN. E148. IN CONC. OR HOLLOW 8101K OR 1/4'• LAG SCREW • 24" 0.C. W/ 1 -1/2' MIN EM8. IN W000 OR 1/4'• ITW TAPCON • 8' O.C. WITH 1-1 /4 MIN. EMS. IN CONC. OR HOLLOW BLOCK 2" x 2' • 1/8" CONT. ALUM. ANGLE 6063 -T6 (IN CONCRETE) MAX. 1/8' TILE FINISH MATERIAL SPLICE REQUIRED 2' x 5" x 1/6' ALUM. PLATE 16063 -761 INSIDE EACH SIDE. FASTEN W/ 8 0 12 SMS OR 3/16'• POP RIVETS EACH SIDE AS SHOWN p r O.C. . SPUCE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" a 1' -0" 3/4" w000 FRAMIN BAY WINDOW N.T.S. GLASS OR DOOR 'SEA' ANGLE rx 4' ALUM. TUBE r. 3 /4" 3 /4" PLYWOOD PLYWOOD OR STUCCO FINISH (MAX DESIGN LOAD x 72 PSF) "PASS THRU" DETAIL (IN WOOD) SCALE : 3" . 1' -0" EXISTING STRUCTURE SMALL BE MIN. 3.000 P.S.I CONC. O ANGLE BUILD -OUT K SCALE : 3" a 1' -0" STORM PANEL ACCESS HOLE 1. "U" HEADE STORM PANEL (MAX. DESIGN LOAD ± 72 PSF) Y 1- J J 4 i 0. 2' x 2" x 1/6" CONT. ALUM. TUBE (6063 -76) 3/8" • THRU BOLT p 12' O.C. 1/4'41 S.S. WOOD LAG SCREW W/ r MIN. EMBEDMENT 114 W000 p 10" 0.C. 1/4 "18S.S. WOOD LAO SCREW W/ 2" MIN. EMBEDMENT 114 wOOD p 24' O.C. 2"•2'•1/8" ALUM. ANOLE — 11/2" X 4 MAX. 1/6' TILE FINISH MATERIAL 1 /4' • RAWL CALK -1N • S' O.C. W/ 7/6" MIN. EMS. IN CONC. 2" a 2" x 1/8" M114. - 2" x S" x (/8' MAX. CONT. ALUM. AN011 16 04 3 -70) w/ 1 /4"• TMRU BOLT TO HEADER • 12' O.C. L 1/4" MAX. O Os 4 Arr • STORM PANE 2" x 2" x .104' CONT. BENT PLATE 12 GAGE STEEL ASTM A446 GRADE C O L BENT PLATE CONNECTION SCALE : 3" a (' -0" 1/&"• THRU BOLT ANGLE TO ANGLE CONNECTION • 12" 0.1. "SEA" ANOL PLAN VIEW HORIZONTAL PANEL INSTALLATION (MAX DESIGN LOAD ± 72 PSF) STORM PANE 1/4'0 RAWL CALK -IN p 6" O.C. W/ 7/8' MIN. EM5. IN CONC. 2 • 2' xv6 - Mw.- 2" • S' x 1/8" MAX. CONT. ALUM. ANGLE 16063 -761 (MAX. DESIGN LOAD ± 72 PSF) ANGLE BUILD -OUT SCALE 1 3" . 1' -0" EXISTING STRUCTURE 1/4 -20 STUD • 6 -1/2" 0.C. W/ ALUM WASHERED WINONUT 1/2' 1/4'41 RAWL CALK -114 p 6' O.C. W/ 7/8' M1N. EM8. 114 CONC. OR HOLLOW BLOCK. APPROVED AS COMPI.YING WITH THE SOUTH FLORIDA � BUILDING CODE /I GI PRODUCT CONT RG( DIViSiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 98-01 ZD. dl 2 Y • v. O 0 0 i • t W M 3 w s • 0 0 0 w 3 Y 4 i a • r V.J, KNEZEVKN PROFISSIONA NG ER stole A6 NO760 FL Llt s6 0: PE 00 •'8 MA ,i► 1998 d. on by V AI droving n.. 95 -701 11/36/04 drown 671 M 1c0. cl.d b7j t V/K 6 •/ 7 BEAM SCHEDULE DESCRIPTION PANEL SPAN BEAM SPAN 2" • S" 5•_0.. y ._ 3 .. Tw • .125" e'-2" 7' -11" Tf . .125" Tw • .072" e' -2" 13' -4" Tf • .221." • a a O O 1 -1/4" MIN. 2 -1/4' MA EXISTING C.B.S. - 4 • • 05707/98 17: 1/4 " -20 STUD L WNONUT, PANEL TO ANGLE CONNECTION • 0 -1/2" O.C. (MAX OVUM LOAD s 72 PeF) O TRAP MOUNT SCALE : 3" • 1' -0" 012 SMS • 12" ALT. LEG DIRECTION STORM PANEL -- THREE -1 /t'• THRU BOLTS 6063 -T6 ALUM. ANGLE OR TWO -2" • 3' x 1/3" x 0' -0" 6063 -T6 ALUM. ANGLES ALUM. BEAM (SEE BEAM T� SCHEDULE BELOW FOR I BEAM DESCRIPTION I. MAX. HORIZONTAL SPANSI r Tf • — THREE S /16 "• CALK -IN ANCHORS • 3 -1/0" O.C. W/ THIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x 5" x I/6' BEAMS (MAX DESIGN LOAD A 72 PSF) O P STORM PANEL SUPPORT BEAM SCALE : 3" • 1' -0" STORM PANEL J z 4 0. I 2" x 3" x 1/8' ALUM. ANGLE I /4'O RAWL CALK -IN E 7" 0.C. W/ MIN. 7/•" MBEDMENT N CONCRETE AND 3" EDGE DISTANCE a 4 0 1 4 e EXISTING C.B.S. 1/4" OR 3/4" MAX. GAP SEE STORM PANEL SCHEO. BASED ON GAP AT TOP OF PANEL. THREE S/16 "0 CALK -IN ANCHORS • 3 -1/B' 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. USE TWO ANCHORS FOR r • S' x 1/6" BEAMS 4 • "SE A NGLE i /EMBED III I 11; *12 2115 • 12" 0.C. Tf 2 "x3'•1/4'•0' -•" 6063 -76 ALUM. ANGLE OR TWO -2"• 3 "•1/0 •0' -•" 6063 -76 ALUM. ANGLES THREE -1/4'0 THRU BOLTS ALT. L!0 DIRECTION STORM PANEL STORM PANEL W II (MAX DHIBN LOAD x 72 POP) O T STORM PANEL SUPPORT BEAM SCALE , 3' • 1' -0' ALUM. BEAN ISEE BEAN � SCHEDULE BELOW FOR BEAN DESCRIPTION & MAX. HORIZONTAL SPANS) NOTE:THIS DETAIL MAY BE USED AT TOP OR BOTTO••OF PANEL. 1." MAX. NON- STRUCTURAL FINISH MATERIAL (BRICK OR W000 BANDING) 11/2" FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2• "N" MEADER W ' (MAX DESIGN LOAD • d: 72 P.S.F.) O WALL MOUNT Q SCALE : 3" • 1' -0" 1/4" OR 3/4" MAX. GAP SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL. G 4 PANEL STORM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' "SEA" ANGLE 4" M AX. l � BANDING) NON- STRUCTURAL FINISH MATERIAL OR W000 ANGLE TO WALL DETAIL z W J J Z 0. • X J z 4 0. 1- N (MAX DESIGN LOAD • * 72 P.B.F.) O WALL MOUNT U SCALE :3" • 1' -0" PANEL MAY BE MOUNTED AT FACE OF OPENING 1/4" -20 STUD 1 WINGPNT, PANEL TO ANGLE CONNCCTIO 6 -1/2" 0.C. 2" • 2" • .093" MIN. - 2" x 5" • .093" MAX. STUDDED ANOL STORM PANEL 1/4 " -20 STUD 1 WING NUT PANEL TO 'SEA' ANGLE CONNECTION • 6 -1/2' O.C. O TRAP MOUNT R SCALE : 3" • 1' -0" "SEA". ANGLE PANEL TO ANGLE DETAIL 1/4"• RAWL CALK-IN 0 S" 0.C. W/ 7/6" MIN. EMBED. IN CONC. OR HOLLOW BLOCK OR 1 /4"• ITW TAPCON 0 4" 0.C. W/ 1 -1/4" MIN. EMBEDMENT IN CONC. OR HOLLOW BLOCK (MAX DESIGN LOAD * 72 PBF) J 85 4 STORM 0. PANEL X S APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT COfLFflOL DIV:S ON BUILDING CODE COMPLIANCE OFFICE C [t ACCEPTANCE N0. ' D126. 61 ra J W z CC 0 u) J w W Fn • C 0 MAY a•1.; Q .1 AS N0TE0 8 d a 1 1 ' r a A 3 2 1 w 0 1- 0 0 j 9 , 0 ) E N 0) • 0 4 1 • L abIMMIIIMMINEM V.J. NILZ[V)CM PROFES SIONAL ENGNEER FL LIc•ns PE 0010• • : 01/30/•6 dr.vn .f IK [design v1K ,IcM•d V A1 Bravais n•. 95 -701 •n.•► 1 of 7 1 9)Jr(i 67slo 1(V 1 6.),..