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868 NE 100 St (10).., f J - Date 5 413/ Job Address eG 8 AJ E /06 ST Tax Folio /(- .?2-0 6 - 0 3 (f O a 2c5 Legal Description LO7 •3 !Z 1 / 5 cc7 8 Historically Designated: Yes No Owner/Lessee / Tenant /C�0 N sal � �/� V Master Permit # (378 7 3 gq n b Owner's Address g‘,8 4./ /OJ ' ST' Square Ft. a-7 My Commission Expires: FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON • C.C.F. NOTARY /* Phone - 7-1 - 7- .,1,78/ Contracting Co. RPo(,J /22/c,9 -N £' A.A./ L Address /&D J /Uciu RD /47- Z4u2 Qualifier l.J/c_c,, a g y vt .T -fit /S� ss# Phone 9 74/-330.4 K 2-‘5, --- State # eG c o C. 37, r Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one) BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION g N2/a /cAA ?/4A-I FL cQ Q/ 4 - J ).J 4 $ , • c G 3 6 4 / Estimated Cost (value) 4- • ov WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR LMPROVEMENTS 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 addenr'•' certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 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 co laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contractor or Owner -B Notary as to Owner and/or Condo President Date Notary as to Contractor or Own( My Commission Expires: 7 APPROVED: / / Zoning Building / % 1 Gn Mechanical Plumbing I u / Date Job Address) p� .0 tad Tax Folio J/-*" Y4 - a fG"DOYI� Legal Description 1-6 3 - I L Y1/ 1 - 47-.4 //// /bni iAee ..r41.0 1(J O Owner / Lessee / Tenant )G4•4✓�// Owner's Address / G u /44/ `� C� Ailey Contracting Co. CA! //e4//� 3 / 46 Tt / �/�.I�� � /!s� /� /$� � Address Qualifier L%(/ / af 400 • G SS# - - Phone / �� ektYta State #6 # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one( BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /S44 /ZeG.IC,AKJ /31 C, S 4 LOGS r • OG 3 "et . Square Ft. 0177 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 autorize the above -named contractor to do the work stated. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE mature of ownerjand /or Condo President Date: 0...-- � .� , vg,:,,,,,,,,,,-:. i , MY COMMISSION i •LP - �„• . � a t:C392SG;; ��riPtRES Notary as to Owner an , ,,,ii, a� M ,s .- 11 ., ?::.1. Ft/,';gc;� My Commission Expires: F ' ° "1:4 BoN40Oct p,,,,,,..1, �r +c. RR Estimated Cost(value) Master Permit # Phone 7f� $ Signatur , of Co actor or = .er Dat otary as to Contractor or Owner- Builder My Commission E O � RI PCRL E : } MV CC"dArrISSIION # CC9 DPW APPROVED: Fire Other Zoning Building Electrical FEES: PERMIT RADON C.C.F. NOTARY TOTAL DUE Mechanical Plumbing Engineering, NOTICE OF COMMENCEMENT - A RECORDED COPY•MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. l I — 675.4 0( STATE OF FLORIDA: COUNTY OF DADE: 95R185355 1995 IIAY 11 08:32 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street �ddresss: �� NE 31 —, 12— 4 2. Description of improvement: rtc 3. Owner(s) name and address: 0`01 V11ekQ C .Q.A 1 S(o�, NE t Im sf Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: r P)R�(UA(17 N() r fl.0 -1 1t'C R. (/vY ( �a 4os w. r c_R41 Rv . f 1✓ uctiA414 _. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provid Section 713.13(1)(b), Florida Statutes. Name and address: �— 9. Expiration date of this Notice of Commencement: (the a iration date is 1 year from the date of recording/ different date is specified) c, A i i name of Owner Print Owners Name Sworn to and subscribed before me this rP--, day of Notary Public Print Notary's Name My Commission Expires: 15 .A; : f?F x_ i.4 tAlii1r HERESY CefLlffh" 4hat this 9..a 0 , 4 0 0 ' � 114, r �' •0. .19 and ONicin♦C��7, \ O ze �. RK. 01 '• rcult andCoanty C WITNESS m y h , . O.0 rv11A{Ml S} �oCeS Sethi 1 hr) iii-iut -- / -fores 33138 Prepare yr KATY JAMES MY COMMISSION I CC 29 EXPIRES: July 1, 1997 1.A Thin Nnt (P" dic ft/arid? 1 ql S Aoce 1�1 Av■ Q0 S" (V 1Aookv Ac e_b ' Ako6 z7 — - 007_6 (nnttkv 9 Lot 3 //2._ Lo a 0 ') l,U tcti4A 30 METRO-DADE 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: .063 Aluminum 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 by: Applicant (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0315.01 (supersedes No.: 94- 0929.04) Expires:12 /29/97 Raul Rod iguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County 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. Approved:03 /15/95 -1- Metropolitan Dade County All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0315.01 APPROVED March 15. 1995 EXPIRES Dec. 29. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum storm panel designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94-118.2 Sheet 1 of 3, using aluminum alloy 5052 -H32 , 063" thick. 2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 14.25 ", forming 1 7/8" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, 5" x 2" x 1/8" angle and a 2" x .087" bar. 2.4 Tested specimen: Dimensions: 3 Panels at 40 1/4" wide x 101" long overall, (96" long for ceiling -floor mount) 1 Panel at 40 1/4" wide x 101" long overall, (Direct Mount). 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 8' -5" or 101", to be installed only as outlined on drawing No. 94 -118.2 Sheets 1, 2 and 3 of 3. 3.2 Minimum separation to existing glass to protect shall be 2 7/8 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement; 3.4.1 For spans from 101" to 60 ": Reinforcing straps, consisting of one 2" wide by 0.087" thick bar of aluminum alloy 6063 -T6 spaced at 1/3 span with l/4 " -20 x 1" sidewalk bolts and Die Cast aluminum washered wingnut (Part 5)spaced at 13" o.c. 3.4.2 For spans from 60" to 30 ": Reinforcing straps, consisting of one 2" wide by 0.087" thick bar of aluminum alloy 6063 -T6 spaced at midspan with 1/4 " -20 x 1" sidewalk bolts and Die Cast aluminum washered wingnut (Part 5)spaced at 13" o.c. 3.4.3 For spans up to 30 ": Reinforcing straps are not required, only 1/4 " -20 x 1" sidewalk bolts and Die Cast aluminum washered wingnut (Part 5)spaced at 13" o.c. 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 13" o.c., using 1/4 " -20 bolts and Key Hole Washers (Part 6) (Direct Mount); OR to a continuous 2" x 2" x .125" aluminum "EAB" angle (Part 3), 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 Drawing No. 94-118.2, Sheet 2 of 3, Sections A "Wall Mount" or D "Direct Mount ", bearing the Dade County Product Control approval stamp. M/LZu�, Man l Perez, P.E. 0 Plans Examiner 1I Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0315.01 APPROVED March 15, 1995 EXPIRES Dec. 29, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Buildout Mount The panels are fastened at the head to the continuous 2" x 2" x .125" studded aluminum "EAB" angle (Part 3), using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 6.5" o.c., this angle is secured with 1/4 -20 machine screw & nut @ 13" o.c. to a the long leg of a 2" x 5" x 1/8" aluminum angle (Part 4) used to provide the buildout and which is anchored to the wall, this same arrangement is reversed and used at the sill, as shown on Drawing No. 94 -1 18.2, 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 2) at the head, which is anchored to the inside of the concrete lentil opening; and fastened at the sill, to the 2" x 2" x .125" continuous studded aluminum angle (Part 3), using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 6.5" o.c., which is achored to a concrete slab or bulkhead, as shown on Drawing No. 94- 118.2, Sheet 2 of 3, 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. 94-118.2, 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 ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing straps and /or 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. 94-118.2, Sheets 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 revision supersedes Notice of Acceptance No.94- 0929.04 dated December 29, 1994. Ma . - 1 Perez, P.E. Plans Examiner II Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0315.01 APPROVED March 15. 1995 EXPIRES Dec. 29, 1997 7. TESTS PERFORMED TESTS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2b - RE ManubLPerez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY SI017 Max.. 2 7/8" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF S 1017 +72.0 PSF S I O 17 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF 51017 -72.00 PSF SIO17 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE SATISFACTORY SIOI7A +93.6 PSF S 1017A, S I O 17B -93.6 PSF S I O 17A, S IO 17B Max.. 2.7 +72.0 PSF S I017A, S I O 17B -72.00 PSF S I O 17A, S I O 17B UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +108.00 PSF S1017 +72.0 PSF 51017 @ Design 1.555" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE - 108.00 PSF S1017 -72.0 PSF 51017 DESIGN PRESSURE RATING +72.00 PSF -72.00 PSF All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0315.01 APPROVED March 15. 1995 EXPIRES Dec. 29, 1997 7. TESTS PERFORMED TESTS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2b - RE ManubLPerez, P.E. Plans Examiner II Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0315,01 APPROVED March 15. 1995 EXPIRES Dec. 29, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: l.) Uniform Static Air Pressure Test Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test. per PA 203 -94 of 3 specimens, 8' -0" high, .063" aluminum storm panels, prepared by Construction Research Laboratory, Inc., Report No.CRL- S1017, dated July 29, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Cyclic Loading Wind Pressure Test. per PA 203 -94 of 1 specimen, 8' -0" high, .063" aluminum storm panels, prepared by Construction Research Laboratory, Inc., Report No.CRL- SI017A, dated October 03, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.3 Test report on: I.) Large Missile Impact Test, per PA 201 -94, and 2.) Cyclic Loading Wind Pressure Test. per PA 203 -94 (Addendum to Test Report No. CRL -S 1017A) of 8' -0" high, .063" aluminum storm panels, prepared by Construction Research Laboratory, Inc., Report No.CRL -S 1017B, dated October 13, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -118.2 All Broward Hurricane Panel Co., .063" Aluminum Storm Panels, Sheets 1, 2 and 3 of 3, prepared by Knezevich & Associates, Inc., dated 07/20/94, with revision No. 8 dated 03/07/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report Coil #5938 -H dated 7/18/94 for Aluminum Alloy 5052 H32 by American Douglas Metals. 8.3.2 Certified Tensile Test Report No. 94 -321 issued by'ATEC Associates, Inc. dated September 28, 1994 for Aluminum sample S 1017 -A, tested per ASTM E8 -92, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: 8.4.1 Anchor analysis dated 10/17/94, Page 1, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. Mantle erez, P.E. Plans Examiner 11 Product Control Division All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95-0315.01 APPROVED March 15. 1995 EXPIRES Dec. 29. 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Man Perez, P.E. Plans Examiner II Product Control Division (VERTICAL OR HORIZONTAL) 1/3 SPAN , 1/3 SPAN , 1/3 SPAN (SEE NOTE N 6)1 21= _== 3)C= 0 .: : :::==: 0 = nc = = =;o / ITE 1 6) y_�- .3c:: 0 : : - 0 C I (SEE NOTE N 6) 1D0' z '4 0 0 N z 0 H W SHEAR FASTENER @ 24'0.C. EXISTING STRUCTURE 2.25' 225' PRODUCT MARKING LOCATION 2.00' 13.00' 14.2' CI STORM PANEL SCALER' -1' -0' VIDTH UNLIMITED (PERP. TO PANEL SPAN) OVERLAP FASTENERS TYP. (SEE NOTE R 6) SECTION TYPICAL ELEVATION AL. ANGLE CLOSURE PIECE. 1' x 2' x .055' MIN. TO 2' x 5' x .055' MAX. TOP MOUNT. STRAP 6 FASTENERS (SEE NOTE N 6) PLAN VIEW PRODUCT MARKING (OPTIONAL LOCATION) ---BOTTOM MOUNT. EXISTING STRUCTURE © 'U' HEADER 3©'EAB' ANGLE SCALE 1 3'■ 1'- 0' 1' MIN. OVERLAP PLAN VIEW SCALE' 1 -1/2' - 1'-0' ALUM. STRAP TYP. (SEE NOTE 8 6) 0 B H P C U FT. LAUD., FL. DADE C=UIITY PROD. APPRD. .125' TYP. 5.00' ® ANGLE SCALE 1 3'= 1'- 0' SCALE 1 3' 1' 0' NIITFS. 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION, AND THE 1994 BROVARD COUNTY EDITION. 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 5052 -H32 ALUMINUM ALLOY, 0.063' THICK, WITH AN Fy (BEFORE ROLLING) OF 27 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL (SEE STORM PANEL DETAIL 1 FOR LOCATION), AND SHALL BE LABELED AS FOLLOWS. 5. ALL BOLTS AND V,'.SY._'?S SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KSI. 6. ALL PANELS WITH SPAS GREATER THAN 60' SHALL BE REINFORCED a 1/3 POINTS WITH A 0.087' x 2' ALUM. STRAP (SEE TYPICAL ELEVATION). STRAPS SHALL BE MOUNTED HORIZONTALLY BEHIND THE FULL WIDTH OF THE PANELS AND FASTENED @ EACH OVERLAP AND @ EACH END W/ 1/4 -20 x I' SIDEWALK BOLTS b DIE CAST ALUM. VASHERED WINGNUTS. FOR PANEL SPANS 30' TO 60' STRAP MAY BE AT MIDSPAN. FOR PANEL SPANS LESS THAN 30' STRAP IS NOT REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FGR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202 WITH DESIGN LOADS AS FOLLOWS. - POSITIVE DESIGN LOAD 72 PSF - NEGATIVE DESIGN LOAD 72 PSF REFERENCE CRL 7•:ST k 51017 AND S1017a. 9. A WARNING NOTE ':HALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPcRLY INSTALLED. 10. TOP 6 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 1 . MIN 1' OVERLAP AL. ANGLE CLOSURE PIECE• 1' x 2' x .125' MIN. TO 2' x 5' x .125' MAX. EXISTING STRUCTURE SHEAR FASTENER e 24' 0.C. t = MIN. .085' ® WINGNUT ©KEY HOLE WASHER SCALE 1 HALF SIZE SCALE ' HALF SIZE APF CVEED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D ;T,L.(33g 5 / - 19 1_ .11 PRODUCT CONTROL DIV S!CN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ( 45 - / -d ! PROFESSIONAL ENGINEER V.J. K r E 1 H Fl. License •1 P E A 0010983 date 111.S (3 z w O o N 0 Q O tI Z W 5 ' � > m J q Vim d L3 Z W (.4 w QJ" 14 w z m.- Z z L7 —co z *V w.osa o.. r a a ` 0 a L V 0 N 4. 4 2 1. 0 2e, i= 0 drawing no. 94 -118.2 sheet 1 of 3 .063' ALUMINUM STORM PANELS 1994 KNEZEVICH & ASSOCIATES, INC. PANEL CO, REVISED EEFLECTIONS revisions GLASS OR DOOR GLASS OR DOOR SCALE • 3•= 1'- 0' ANGLE TO VALL DETAIL EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 6 BOTTOM EXISTING STRUCTURE O WALL MOUNT SECTION SCALE • 3'= 1'- 0' EXISTING STRUCTURE 1/4' 0 RAVL CALK -IN e 13' O,C. (SEE ANCHOR SCHEDULE FOR DIA., EMBED., OR ALT. TENSION FASTENER) IM! THIS DETAIL MAY BE USED AT TOP AND/OR • BOTTOM OF PANELS. VHERE PANELS ARE INSTALLED HORIZONTALLY, USE AT ONE OR BOTH ENDS. DIRECT MOUNT SECTION © CONT. (TYP. TOP 1 BOTTOM) 1/4 -20 MACHINE SCREW L VINGNUT a 6.5' O.C. (TYP. TOP L BOTTOM) PANEL TO ANGLE DETAIL VOOD FRAMING DOOR I OW Q3 CONT. (TYP TOP L BOTTOM) GL Ass CIR 1/4' MAX. ANGLE TO VALL DETAIL WOOD FRAMING GLASS OR DOOR Q CONT. (TYP. TOP & BOTTOM) 1/4' 0 S.S. LAG SCREV e 13' O.C. (SEE ANCHOR SCHEDULE FOR DIA. EMBED.. OR ALT. TENSION FASTENER) TYP. TOP L BOTTOM o WALL MOUNT SECTION SCALE • 3'w 1'- 0' 2g MIN. ® CEILING /INSIDE MOUNT SECTION SCALE 13'= 1'- 0' 1/4' MAX. • 0 u L 1/4 -20 MACHINE SCREV L VINGMUT e 6.5' D.C. PANEL TO ANGLE DETAIL SHEAR FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 6 BOTTOM GLASS OR DOOR EXISTING STRUCTURE EXISTING STRUCTURE 1/4' MAX. 1/4 -20 MACHINE SCREW 1 VINGNUT 2 6.5' O.C. (TYP. TOP 1 BOTTOM) N m Ii 1111 •www" ■"" .4" MW vnoivauiaauin f r •nc:::::::::: _. li PLYWOOD AND STUCCO FINISH 2 g MIN. SCALE 1 3' - 2' x 6' P.T. WOOD CONT. NTTTF, THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ® CONT. 1/4'0 x 1 -3/4' S.S. LAG e 13' O.C. V/ 1 -1/2' PENETRATION INTO VOID) 2 - 1/4 x 4 -1/2' S.S. LAG SCREW a 24' ac. MAX. V/ 1 -3/4' PENETRATION IN CENTER OF STUDS O WALL MOUNT SECTION (BOTTOM) GLASS OR DOOR EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 1 BOTTOM ® CONT. (TYP. TOP L BOTTOM) EXISITNG STRUCTURE • SIDE CLOSURE REO'D. (SEE PLAN VIEW) 1/4 -20 MACHINE SCREW 6 VINGNUT a 6.3' O.C. (TYP. TOP S BOTTOM) 1/4 -20 MACHDE SCREW L NUT a 13' O.C. (TYP. TOP L BOTTOM) © BUILD -❑UT MOUNT SECTION SCALE 13' = 1' - APPROVED AS COMPLYING WITH THE S TH FLORIDA BUILDING CODE DP m((fV'+ Pi ODUCI ONTROL DIV!S!ON 3L111DiNG CODE COMPLIANCE OFFIC 1CCEPTANCE NO C IS -. f 3 15 • PROFESSIONAL ENGINEER V.J. K • VICH Ft. Lice . No( PE 0010983 R -71 °95 date .o 0 0 0 Or L la r a O U O U J J 0 Q. '.4 v 0 4' 0 r m 4 0 U >.0 a IA W drawing no. 94 -118.2 sheet 2 of 3 ANCHOR SCHEDULE CONDITION TENSION FASTENERS SHEAR FASTENERS EXISTING CONCRETE CONCRETE OR HOLLOW BLOCK WOOD FRAMING CONCRETE CONCRETE WOOD FRAMING ANCHOR TYPE ITV TAPCON U.S. SLEEVE RAWL DROP -IN RAWL CALK -IN WOOD LAG SCREW RED HEAD SLEEVE ITV TAPCON RAWL CALK -IN WOOD LAG SCREW DIAMETER 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' 1/4' - 1/4' 1/4' MIB. EMBEDMENT ■ 1 -1/4' 1 -1/8' 1 -1/4' 7/8' 2' 1 -1/4 • 1 -1/4' 7/8' 2' SPACING 10' 12' 13' 13' 13' 13' 13' 13' 8' 2' x 4 P.T. W00D CONT. GLASS OR DOOR 2 - 1/4'0 WOOD LAG 8 24' O.C. V/ MIN. PENETRATION INTO WOOD FRAMING OF 2' } 2 -7/8' MIN. TO GLASS WOOD ROOF TRUSS STUCCO FINISH OR PLYWOOD SOFFIT 2' x 6' x .125' PLATE a TRUSS CHORD O SOFFIT CONNECTION DETAIL SCALE 13' = 1'-0' 1/2' THK. PLYWOOD EXISTING FINISH MATERIAL ® CONT. f O WALL MOUNT SECTI ❑N SCALE ' 3' - x MIN. EMBEDMENT EXCLUDES WALL FINISH OR STUCCO. 1/4' MAX. 3 L TIAL BUILD -OUT (SEE DETAIL © SECTION) 1/4'0 SS. LAG SCREW e 8' 0.C. IN CENTER OF WOOD HEADER 2' x 4' P.T. WOOD CONT. GLASS OR DOOR GLASS OR DOOR ® CONT. 1/2'0 THRU BOLT e 12' ac. TENSION FASTENER (SEE ANCHOR SCHEDULE) CONT. 2' x 2' x .080' ALUM. ANGLE EXISTING STRUCTURE O 'PASS THRU' DETAIL SCALE'3' - 1'-0' EXISTING SIDING x O WALL MOUNT SECTION SCALE t 3' • J COUNTER TOP <'unnunn lone/// ui: wn q - - F 2 -7/8' MIN. 1 5/8' MAX VIOD MOLDING 1/4' MAX. t r 3 L OPTIONAL BUILD -OUT (SEE DETAIL © SECTION) 1/4'0 S.S. LAG SCREW 8 8' 0.C. IN CENTER OF V00D HEADER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE _ 1 9 — • PRODUCT_ NTROL DIVISION BUILDING CODE OMFLIANCE OFFICE ACCEPTANCE NO. • PROFESSIONAL ENGINEER V.J. Fl. Li n rH Not PE 0010983 - 7 1955 date U z W 1-- U N a Q ce y n rein 041.$ z >L z Q CO CO Q- L 3 Z > (' Z oo N ▪ L.J D w Z s.. Z Z L3 .- Q z v..x c 0 4r L 0 a L u m Cr Oi 4+ a O U J LJ z d o LJ • rzl z rJ p ~ CC z - W J ° o _ � A 1—wv W �� 3 -1 0 0 tO ~ P., Cra J J N ✓ 1 o 0 W 0 u N U J N_ WV A 0 Lr a 0 drawing no. 94-118.2 sheet 3 of 3 THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Aut`ori7eif Signature Date • WITH NO VARIANCES • WITH NO OTHER DEVIATIO° :S FROM THE ORDINANCES WILL BE PERMITTED. ALL OTHER APP'.ICAB!.E STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTME; IT A Ii , BUILDING DIRECTOR 'r r VI e PLANET ;.IG & ZONIA 60,E ,D VILLAGE COU ::;1F. APPROVAL PRELIMINARY: FINAL REMARKS: i COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THG KNOWLEDGE OF ALL BUILD. ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. 7, • METRO-DADE ® _ PRODUCT CONTROL NOTICE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 Your application for Product Approval of: "Hi-Rise" Aluminum Accordion Type Shutters under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations a Applicant (For listing, see Section 8 of this Notice of Acceptance) s submitted by: has been recommended for acceptance by the Building Code Compliance office to be County, Florida under the specific conditions set forth on pages 2 et. se used in Dade on page 3. q• and the Standard Conditions This approval shall be valid for a period of three years. The Office of Code Compliance the right to secure this product or material at anytime from a jobsite or manufacture plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Com liance. e Department may revoke, modify, or suspend the use of such product or material im p Code Compliance Department reserves the right to require retesting of this product or mater al should anyng amendments to the South Florida Building Code be enacted affecting this product or material. Id any The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1024.09 (supersedes No.: 92- 0107.6R) Expires:03 /09/98 Approved:03/09/95 OF ACCEPTANCE Raul Rod iguez Product Control Division THIS IS THE COVE Supervisor RSHCET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Buildin g Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. -1- METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ti -DADE F SUITE 1603 140 WEST F�GAG ER STREET MIAMI. FLORIDA STREET 331 30 -1563 (305) 375 -2901 FAX (305) 375.2908 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372.6339 s w anger, Director Building Code Compiiande Dept. Metropolitan Dade County 3.2 All Broward Hurricanc Panel C e••r•ti•, •etw 3.3 Special req.uir m nt: ACCEPTANCE NO.: 94-1024 pa o 9 1 9 9 5 MAW 0_9 19 9_8 APPROVED EXPIRES TI • F PT • P EFL • I ITI I. DESCRIPTION 1.1 This approves an aluminum accordion type shutter under the trade name of "Hi - Rise Accordion Shutter" designed to comply with the South Florida Building Code "Impact Test" requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 5.2" x .063" thick, constructed as indicated on approved drawing No. 94 -163 Sheet 1 of 4, using extruded aluminum alloy 6005 -T5, which is also used for the auxiliary slats and rest of the components shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be a 3/8" x 3" long. 18 -8 s/s lag screw with a 5/8" dia. x 7/8" long nylon bushing. 2.3 Tested specimen dimensions: 40" wide x 96" long overall. 3. LIMITATIONS 3.1 Maximum blade hei hr r span: 3.1.1 Wall Mount: 95.75" 3.1.2 Ceiling/Inside Mount: 92.25" 3.1.2 Built -Out Mount: 94.5" U 1 • u • - • • " • • • 1 e 1.25 ". 3.3.1 A maximum of 0.25" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position during hurricane warning. 3.3.3 A Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Built (jut Conditipn Every fourth blade hangs from a set of double nylon rollers mounted in an aluminum roller housing that glide on the track of the Ceiling Mounted Header (Part 1), every other blade (interior side) has a pin at the top and the bottom consisting of a 3/8" dia. x 3" long stainless steel galvanized screw w/ a 5/8" dia. x 7/8" long nylon bushing that slides inside the Ceiling Mounted Header, every exterior pin is a 3/8" dia. x 1/2" long galvanized screw on the outside of the Ceiling Mounted Header, which is fastened to the long leg of a continuous 5" x 2" x 1/4" aluminum angle (Part 12) using 1/4 " -20 machine bolt and nut at 6" o.c. (typ. top and bottom). The sill is the same part as the header turned , upside down; each angle, which provide the build out, is anchored to the wall as shown in Section C Build -Out Mount" on Dwg. No.94 -163, Sheet 3 of 4. DESIGN WIND LOADS (PSF) TRIB. AREA > 20 SO. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 43.2 -45.9 -57.2 > 15 -PO 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) DESIGN WIND LOADS (PSF) COASTAL OR NON- COASTAL BUILDING ZONES TRIB. AREA > 50 SQ. FT. POSITIVE Zone(4) & (5) COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) -47.0 0 -15 40.6 -43.4 -51.4 > 15 -PO 44.1 -47,1 -55.8 > 20 -25 47.0 -50.2 -59.5 > 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 DESIGN WIND LOADS (PSF) DESIGN WIND LOADS (PSF) COASTAL OR NON- COASTAL BUILDING ZONES TRIB. AREA > 20 SQ. FT, POSITIVE Zone(4) & (5) COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) -47.0 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) TRIB. AREA > 50 SO. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone (4) NEGATIVE End Zone(5) 0-15 37.2 - 39.7 -47.0 > 15 -PO 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 , DESIGN WIND LOADS (PSF) DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BUILDING ZONES TRIB. AREA < 20 SO. FT. POSITIVE Zone(4) & (5) COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) -56.1 0 -15 45.1 -47.9 -61.5 > 15 -PO 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 DESIGN WIND LOADS (PSF) TRIB. AREA < 20 SO. FT. COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 41.3 -43.8 -56.1 > 15 -P0 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 -$8, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. PIETIES. ROOF SLOPE e > •.1 0 ° ROOF SLOPE, e < 10 A. MEAN ROOF HEIQ4T LESS THAN OR EQUAL TO 60 FEET. B. BASIC WIND SPEED. 110 MPH C. AN IMPORTANCE FACTOR OF 1.03 FOR CATEGORY I ' STRUCTURES. FOR CATEGORY II AND III STRUCTURES. MULTIPLY APPLICABLE LOAD BY 1.12. D. TRIBUTARY AREA AS NOTED. 2. DESIGN LOADS ARE APPLICABLE FOR COASTAL MOWN BUILDING 2M4ES. EXPOSURE 'C' IS USED FUR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATIVE LOADS FER ALL FLOORS ARE BASED UPON THE MEAN REM HEIEM EF THE BUILDING ER STRUCTURE. 4. BUILDING ZONES SHALL BE DETERMINED IN Ac DANCE WITH THE DIAGRAM SHOWN. DIMENSION 'a' EQUALS IOX OF MINIMUM BUILDING WIDTH OR 40X OF PEAN ROOF HEIGHT Ch), WHICHEVER IS SMALLER, BUT PUT LESS THAN EITHER 4X Er MINIMUM WIDTH OR 3 FEET. 1. TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -B8 AND 7-93 5. LINEAR INTERPOLATION MAY BE USED FOR VALUES BETWEEN SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING TABULATED ELEVATIQ4S. DESIGN CRITERIA ARE USED. 6. TRIBUTARY AREA REFERS TU TFE AREA OF LOAD THE SYSTEM OR COMMENT RESISTS. F4°¢ INTERLOCKING SYSTEMS SUCH AS STORM PANELS AND FOLDING CACCORDION/ SHUTTERS, THE SHUTTER AREA MAY BE USED. FOR EITHER SYSTEMS, REFER TO THE ENGINEERED DRAWINGS OR THIS OFFICE FOR APPROPRIATE TRIBUTARY ARCA OR USE MAXIMUM LOADS FROM DESIGN LOADS FOR TRIBUTARY AREAS LESS THAN 20 SQ. FT. PROFESSIONAL ENGINEER Structural V.J. K FL License I H e PE 0010983 0- 0 up VI En CD Z 0 J E5 m n 4 L m N • e v z z 4 e N 0 0 0 s 0 0 0 Z . 0- W Z V) Z <0 a O 0 O 1C i Ts Y it i l l r Ya 3 6 �r s u V draMn9 no. 94 -200 sheet 1 of 1 All Browvard Hurricane Panel Co. ACCEPTANCE NO.: ___94-10_24(25L_____ APPROVED M.AR 0 9 1995 EXPIRES hlAR 0 9 19 9 8 TI • F PT . P � EFT •YMT( 4.1.2 Wall Mount In this mounting arrangement, the Wall Mounted Header (Part 2) and Wall Mounted Sill (Part 3) are anchored directly to the wall, as shown in Section A "Wall Mount" on Dwg. No. 94 -163, Sheet 3 of 4. 4.1.3 Ceilingfnside Mound In this mounting arrangement, the Ceiling Mounted Header (Part 1) is anchored directly to the underside ofa poured concrete lintel; the sill assembly, Adj. Sill Bottom (Part 4) and Adj. Sill Top (Part 5) joined together using 3/16" aluminum pop rivets front and back at 6" o.c., is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling/Inside Mount" on Dwg. No. 94-163 Sheet 3 of 4. 4.1.4 Anycoathi 4.2 Anchorage of the shutters shall be to concrete, mason fing d shall consist of only the anchors specified on drawing No. 94 -163, Sheets an 1 4 of 4 e Anchor Schedule n Sheet 2). Substitution of anchor type or indicated embedment is unacceptable and are to be a on engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, con use, must be protected against corrosion, contamination and damage at all timemetal shields, not in i 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. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -163, Sheets 1, 2, 3 and 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This revision and renewal supersedes Notice of Acceptance No. 92- 0107.6R dated May I I, 1992. Manue Perez, P.E. All Br ward Hurricane Panel Co 7. TESTS PERFORMED TESTS: TI EPTA ACCEPTANCE NO.: 94 1024 09 APPROVED EXPIRES PE EFL REST TS• MAR 9 1995 MAA 0 9 1998 DITI• LARGE MISSILE IMPACT TEST SFBC PA 201 -94 Center Mate CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE DESIGN PRESSURE RATING TEST LOAD SATISFACTORY SI039 +143 PSF S1039 -275.6 PSF S1039 +165 PSF S1039 -318 PSF S1039 DESIGN LOAD +110 PSF S1039 -212 PSF S1039 +110 PSF S1039 -212 PSF S1039 +110 PSF -212 PSF • Deflection Max.. 1.06" 1.25" @ Design 79 " 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniforni Static Air Pressure Test of "Accordion Shutter", prepared by Construction Research Laboratory, Inc., Report No. S1039, dated October 11, 1994, signed and sealed by Vipin Tolat, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -163 "Hi -Rise Accordion Shutter ", Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich and Associates, Inc. dated 10/03/94, revision # 4 dated 02/15/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Benada Aluminum of Florida dated 07/22/94 with chemical composition and mechanical properties for aluminum alloy 6005 -T5. 8.3.2 Tensile Test Report No. 7 0 -02 -94 -220, prepared by Atec Associates, Inc., dated 09/28/94. 8.4 Calculations: 8.4.1 Anchor analysis dated 11/15/94, Pages l thru 6 of 6, prepared by Knezevich and Associates, signed and sealed by V.J. Knezevich, P.E. A ll Br ward Hurricane Panel o. ACCEPTANCE NO.: 94 10_ �� APPROVED MAR C 9 1995 EXPIRES MAP 09199 TI • EPT • ST ND • RD • D[T[•N. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (l 0) years, have been re- evaluated. All reports of re- testing shall be the seal, signature and d of Florida. date of an engineer re g istere d in the State Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertisin purposes. g 5. The Notice of Acceptance number preceded by the words Dade Cdunty, Florida, and followed b the expiration date may be displayed in advertising y Acceptance is displayed, then it shall be done in its entirety. If any portion of the Notice of 6. A copy of this approval as well as approved drawings and other documents shall be provided to the applicant by the manufacturer or his distributors and shall be available For inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Ma I Perez, P.E. Plans Examiner I[ Product Control Division t 1 .062' t2 .133' t3 .169' • SCALD HALF SIZE SCALE] HALF SIZE 6063 -T3 ALLOY tl, 2.00' t1 2• 1 12 ANGLE SCALE. (HALF SIZE f t l .062' t2 .133' rt z J J O HEADER -CLG. MOUNTED © RAIN GUARD 7 90' END SLAT SCALD] HALF SIZE 6063-T5 ALLOY 3/e' 11 • O. 13 LOCKING PIN 14 ROLLER ASSEMBLY SCALE. HALF SIZE tl -.r = 1/4 .381' 1711' L688' 1230' 6 O HEADER -WALL MOUNTED SCALE] F4ALF SIZE • HEM= MAY DC DIVERTED AND USED AT =TUN AS A SUSSTITUTL FCR PIECE Q 1207 ti P � Z.osr• of -"" SCALES HALF SIZE 6063 -T3 ALLOY SCALE. FULL SIZE ti 1 .062' i2 .133' t3 SILL -WALL MOUNTED SCALE, HALF SIZE • SCALD HALF SIZE 6005 -T3 ALLOY NT 1 t1 1.116' O4 ADJ. SILL -BOT. SCALD HALF SIZE FLAT END SLAT TYP. SLAT Ip FEMALE LOCK - SLAT SCALE HALF SIZE 6003- T3•XLLOY 1. THIt ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE soup.? FLORIDA BUILDING CODE. 1994 EDITION. AND THE 1994 BR YARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE VITH ASCE 7 -88 'MINIMUM DESIGN LOADS FLA BUILDINGS AND OTHER STRUCTURES'. 3. AU1M!NUM CXTRUSICHS SHALL BE 6063 -76 ALUIINUM ALLEY. U.O.N. 4. EAQ' SF4IiTER ASSEMBLY SHA BE PERMANETLY LABELED AT THE BOTTOM END OF TFiZ LOCKING SLAT AS FCILLDVS• B N P C 0 FT. LAUD., FL. DAZE COUNTY PRim . APPRD. 5. ALL BOLTS AND VASHERS SHALL BE GALVANIZED OR STAINLESS STEEL V/ A MIN. Fy = 33 KS1. POP RIVETS SMALL BE 3/16'0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSGRE. 8. T;iE RETAILS AND SPECIFICATIONS SMOVN HEREIN REPRESENT THE P RODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR AND P RESSURE 1N caNFORMANCE V/ DADE COUNTT PROTOCOLS PA 201. 202. 203 VITH DESIGN LOADS AS FOLLOVS - POSITIVE DESIGN LOAD 110 PSF - NEGATIVE DESIGN LOAD 212 PSF 9 ' D ESIGN IS BASED ON CRL TEST REPORT • S1039. 10. in 6 BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REWIRE. .K3' .670' 3.415' rtl t1 1.092'1 O ADJ. SILL -TOP V.J. K n. L SCALED HALF' sac ll MALE LOCK SLAT tl SCALE] HALF SIZE 6003 -T3 ALLOY APPROVED AS COMPLYING W TH THE SOUTH FLORIDA 6U;LDING CODE 19Q OAT BY PRCOuL C`'TRu: 01v.S.O:i BUILDING CODE COMPUAYCE OFFICE ACCEPTANCE 1101 711- /0 PROFESSIM L ENGINEER PE 0010983 1 6 1995 dote N 0 0 0 z W Q 0 N N 0 W N .0 1. u •0 0 0 u « « 3 11 « 4 r 1 r• 5 .0 i -s V i i dro.Wp ,. 94 -163 SHEET 1 OF 4 N L./ AN4CHO2 WOES L Ia a)u4 CNBE31IO4T Alm EDGE DISTANCE CXCLLIZCS vALL I I C 4 OR STUIm 2. V+ERE LAG SCREYS FASTEN no MARROV FACE CI• STUD rR/WLNG FASTENER SHALL BE LOCATED 04 CENTER CIF WOOD STUA 3. ANCHORS SHALL BE INSTALLED D4 ACCRDANCE VITH mANUFACTLIRERS RECCHARIZATURCL N 0 SMEAR FASTENER t 24' O.C. (SEE ANCHOR SCHEDULE roil ACCEPTABLE ANQ32). SECTIDH TYPICAL PLAN VIEW SCALE' 3' • 1' VARlts NO LIMIT ME34BERS ® r MEMBERS 1® TYPICAL ELEVATION K T.S. MEMBER OOR®6 TD' TRACK PLAN VIEV ALT. LOCATIO4 o LOCKING rcpuwLSM AT SIDE LOCKING MECHANISM (SEE NOTE 6) BOTTOM TRACK EDGE DIST. LOOKING MECHANISM AT CENTER CR SIDE Cr SHUTTER. MAT BE OJ4TED ON ONSIDE VICK ACCESS ALLOVS. PROVIDE 1-1/4' CLEAR DISTANCE TO GLASS. O INSIDE CORNER CLOSURE DETAIL SHALE. 3' - TENSION FASTENER a 24. O.C. (SEE ANCHOR SCHEDULE FC1R ACCEPTABLE ANCHOR). • SHEAR FASTENER ¢ 24' �. (SEE ANCHOR SCHEDULE rat ACCEPTABLE ANOCR). SIDE CLOSURE DETAIL SCALES 3' - 1'•4' 2 SEAR rASTDERS EACH ANGLE ■ 1/B' ALUM. ANGLE 3/16'0 ALUM. POP 3- 3/I6 ALUM. RIVET e e' Ot . POP RIVETS scALIi 3' • 1' •0' ALT. CLOSURE DETAIL CORNER CLOSURE DETAIL SCALED 3' • I'-O• 3/16'. ALUM. PEP RIVET t 24' ac. (TT'P) 2' 2' 1 /e• ALUM. TUBE 6063-T6 ALLOT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDUP': CODE DATE N1 /al 1 BY PRODUCT'C D:V S BUILDING CODE CCt.1FL•A.1tCE ) OFFICE ACCEPT.I CE N Q I fH L/4)q ? H W 0 c O W 4A U Q. 0 W LJ �� W Z W _'"c � �y v M V 0 3 2 •4 2 J N M u 11 )- 0 dr-o wing 94- -163 :' -.. - snerc 2 o / a COW 77"-''' ANCHOR SCHEDULE - FASTENER SPACING REQUIR F OR VARIOUS DESIGN LOADS CINCHES O.C.> )°��.., E I S T NG CONCRETE KLLIDv BLOCK vo= FRAMING ANO(OR DESCRIPTION 114'• u.S. CDICRETE SCREV 1 /a•• RAVt CM..X IN DR 1 /4•• ITV )APCON BC V/ 7 /8' MIN. EMDNO4T v/ I - 1/4' • ENVED)ENT 1/4'• U.S. b314 1 /a•• RE3) ICAO SLEEVE A►HCy(IR DR 1 /a•• ETC SCRCV @1 1 / 4'• RED HEAD SLEEVE ANoco V/ 1 -1/4' MIN. EMBEDMENT V/ 1 - 1/8•• NI TV TAP T V/ 1 - 1 /B' MIN. EMBEDMENT V/ D'IC I/4•• V LAG SCEV TVO 1/4•• voOD LAG SCREV THREE 1 / VTJOD LAG SCREV V/ 1 -1/2' MIN. EMBEDMENT V/ 1-1/2' MIN. EBBE:WENT V/ 1 -1/2' MIN. EMBEMENT MIN. EDGE D 1 S TwrCE 3' J 2-1/2' I -I/2' 2 -1/2' 3' 3/4' 3/4' 3/4' LOAD (V) AN (L ►a rr. V ( 77 75 ( V 1 110 110 ( V t t V 6 77 756 V t l a D17 ( V 1 -. V( 77 (V I I D 7 1 ( 0 6 V t t z ( V t )m m ( V 1 '' v(73 73 ( v 1 D)7 (O ( V t r s e vi 73 V( 77 77 ( V ( 3 7 3 plyAMIXIIIMMOI )De ( V t T z t V L 77 24' 24• (V (7m 1ID (V C tSC L C 9'0' 24' 24' 1!r 24' M �171 ® ®L M M M MM ® 6' -o' f L c B' ®� p 21• 24' 24 e• ' Ir IFT: IB' - 0,- 4 N L./ AN4CHO2 WOES L Ia a)u4 CNBE31IO4T Alm EDGE DISTANCE CXCLLIZCS vALL I I C 4 OR STUIm 2. V+ERE LAG SCREYS FASTEN no MARROV FACE CI• STUD rR/WLNG FASTENER SHALL BE LOCATED 04 CENTER CIF WOOD STUA 3. ANCHORS SHALL BE INSTALLED D4 ACCRDANCE VITH mANUFACTLIRERS RECCHARIZATURCL N 0 SMEAR FASTENER t 24' O.C. (SEE ANCHOR SCHEDULE roil ACCEPTABLE ANQ32). SECTIDH TYPICAL PLAN VIEW SCALE' 3' • 1' VARlts NO LIMIT ME34BERS ® r MEMBERS 1® TYPICAL ELEVATION K T.S. MEMBER OOR®6 TD' TRACK PLAN VIEV ALT. LOCATIO4 o LOCKING rcpuwLSM AT SIDE LOCKING MECHANISM (SEE NOTE 6) BOTTOM TRACK EDGE DIST. LOOKING MECHANISM AT CENTER CR SIDE Cr SHUTTER. MAT BE OJ4TED ON ONSIDE VICK ACCESS ALLOVS. PROVIDE 1-1/4' CLEAR DISTANCE TO GLASS. O INSIDE CORNER CLOSURE DETAIL SHALE. 3' - TENSION FASTENER a 24. O.C. (SEE ANCHOR SCHEDULE FC1R ACCEPTABLE ANCHOR). • SHEAR FASTENER ¢ 24' �. (SEE ANCHOR SCHEDULE rat ACCEPTABLE ANOCR). SIDE CLOSURE DETAIL SCALES 3' - 1'•4' 2 SEAR rASTDERS EACH ANGLE ■ 1/B' ALUM. ANGLE 3/16'0 ALUM. POP 3- 3/I6 ALUM. RIVET e e' Ot . POP RIVETS scALIi 3' • 1' •0' ALT. CLOSURE DETAIL CORNER CLOSURE DETAIL SCALED 3' • I'-O• 3/16'. ALUM. PEP RIVET t 24' ac. (TT'P) 2' 2' 1 /e• ALUM. TUBE 6063-T6 ALLOT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDUP': CODE DATE N1 /al 1 BY PRODUCT'C D:V S BUILDING CODE CCt.1FL•A.1tCE ) OFFICE ACCEPT.I CE N Q I fH L/4)q ? H W 0 c O W 4A U Q. 0 W LJ �� W Z W _'"c � �y v M V 0 3 2 •4 2 J N M u 11 )- 0 dr-o wing 94- -163 :' -.. - snerc 2 o / a • • . 1 CLASS OR 09T FANNING W-ROCK GLASS OR DC1flR e CONY Q D. \ERE rRAHING IS 1. SCE OCTAEL SCALE . 3' 1 . - 0' CZ3s1'3 G S T RC)CT URC TONS tow rArTENCR CITE A•KTOR =Cain TYP. r ' L RDTTOC � sir CTYP) V2' CTTP) TENSION rASTDOER CITE AND =CAW TYP. TTP t ROTTEN EXISTING STRUCTURE Q (OPTTE4440 ©COPTID(AU O WALL MOUNT SECTION SCALE N 3'= 1'- 0' TEXIICIN rASTENfR 1/1•. WED LAG SI3ifV CSEE M(QflR SCHEDULE RlZLOR ASSDOLT 14 TYP. OVERT Qnc U( S/B'. • 7 /B' LOG MEN RUSHING V/ 3/8'• : 3' LD(G 18-8 STAU&CSS STILL LAG SCRCV (TYP. AT EVERT JOINT TOP POTTOM) O WALL MOUNT SECTION 0OrTICHAL) 1 /•• HAT. 1/•• MAY. 3184 • 1/2' L/2G GALVANIZED =REV /4' wX GLASS OR DOOR 0 V 1NDOV /DOOR 3/16'• P0' RIVCT t 6' O.C. PLTVOOD t STLK= r1MSH 123' mix • • c5 CEILING /INSIDE MOUNT SECTION S LR 1 3'= 1'^ r •.aivaiwuuua4 TENSION rASTENER 1/4'• v rlD LAG SCREV cSEE AN3oR ST?EDLw 2 - 1/4•• • 4 -112' SS LAG SCREV t 24' CL NAL V/ 1-3/4' PDETRA 1N CDTTER Cr STUDS 2' • 6' P.T. VCCS3 CQR. Np1x. THIS DETAIL NAT BC USED AT TIp LauG A 'VALL - 4O_I TES' HEADCR VH 1N VALL 10.1(T SECT D]( (MAX DESIGN LOAD ± 105 PSF) O ALT. WALL MOUNT SECTION SCA(l 3'- 1' (r CXISTT-C STRUCTURE 1K AR r•si(NCR TYP. TTp t )Or ro 3/164 N-UN. POP RIVET 1 6 U.C. 3/4'4 ACCESS HQ.E VI-ERE REO'D. ral REYOVARLE TRACK COPIED': 4L) 4 N P x v ` J 11 /4• MAL 1 1/ 4• MAX. /4' MAY CLASS OR DOOR O OGS TING STRUCTURC GLASS OR DOZR 123' Mk N PLTVOOD t STUCCO rOCISH bto/E: nos DETAIL NAT RE unza Al Tip USING • VALl -KR cr S CR ZZ T EN �CCtJVN 1N VALy. V C 4' n e, con. - TTP. TCP t 201 TEN 123• MUM. 0 ALT. AMBLE LEG D IRECTION CTYP) a 1/ -20 301T i KIT GL 3/4•• ACCESS HOL (HAX DESIGN LOAD ± 105 PSF) ALT. WALL MOUNT SECTION SCALE 34- 1'- 0' rCNSION rASTClER (STi ANCKIR Sat DULL) TYP. TO' l KIT004 TDCSION FASTENER TIP t 30T104 EXISTING STRUCTURE • CSEC AN04I1 SCNEDIT.2 F R VT>OD APPLICATID(S) 0 BUILD -OUT MOUNT SECTION SALE 1 3'= 1'- 0' °ROVED AS COMPLYING WITH THE ; 09TH FLORIDA °TIDING CODE rrff 1/4• ' ATF fl 1t;.t1� 19 `7- 2 - I /4•0 S.S. LAG SCRCVS V/ 2' MR PENETRATION IH(iT) vCU0 rRANING 1• • 4' r .12'3. 02 2' 1 4' ■ .125 CONT. Aiux TURN Q CTYP. TOP SOTTO° © (GP TIO'ML) 1/4 -20 MACKINC BOLT V/ VINCTLIT 1 6 0.0 TYP. TOP 4. 2011E4 • 1/4' MAX. ©COPTIONAL)BY PRODUC O:TROL 0IVIS:0N BUILDING COCE COMPLIANCE OFFICE ACCEPTANCE No, 'Y' / y ' CR M G 0 c 0 14 u z • J -J J N i X l- I as "rung no. 9 4 -1 63 4. d • • w • �.. %mom LAG soma. •CatD1.AATt moon RCO -D. I/ SPACIK. or rRAMING . rE»R CSCC moot SocD11C) • Z• i 6' x 123' ALUM. PLATE Q vOOD MCMDER CLASS OR Dot O AS SE MBL T GLASS. DR DOOR 3/16'. PCp RIVCT e 6• oz. cx:simc ' S 1 RUZ T LR C USC are A++DOQ WERE RCO'D. (sQ AMC)at SQEAILC) 1. 5' MtD. TO CLASS CHAX DESIGN LOAD t 105 PSF) O SOFFIT CONNECTION DETAIL SCALE ' 3' - 1•-O' TENSION rASTClER 2 /4's LS. LAG S(721VV (SCE ANCHOR SQG;A,LD CHAX DESIGN LOAD ± 75 PSF) © WALL MOUNT SECTION sCAi_C r $ 1'-o• 125' MIX • SCALE • 3' • ,... .75'1 ACCCSS FCLL 4/2'• THRU BOLT e it ac TENSION rASTCHCR (SEE ANCHOR SCHEDULE, CON.. 2' . J' • .080' ALLIt ANGLE CHAX DESIGN LOAD s 75 PSF) © 'PASS THRU' DETAIL - r DQUDLc vDOD Rmr TRUSS Z x 4' STUDS 01 rRAMIMG MEMBER snap rIHt!H CR PtTVCOD SOrr1T 1/4' MAX. 3/16•9 AS.UR POP RNET t 6' MC. ;n Z z z u J ADD CONT. P.T. ' : .' vmCRE COUNTER TOP IS MT %MD rRAHED h 0 P • L2 V J 3/16'. NJ"( POP RWCT e 6'ac. COUNTER TOP u W GLASS OR DOOR GLASS CR DOOR 4■ L GLASS ER CUR CHAX DESIGN LOAD t 105 PSF) O WALL MOUNT SECTION SCALE • Zr • 1'-4' EMBCD 11 JrMBCD 1.25' M1R 1/2' t/r yr TMK' /N'pC)0 SERI "fit), TENSICIC rASTQq.R 1/4'0 Ss' LAC SQiEv LOX R ,LC) ArAtie 1' x 3' x 125' 03 2' x3'x125'Ai.. TUBE TENSION FASTENER CSEE ANCHOR SCSiEALE) O WALL MOUNT SECTION SCALE 1 3' = 1' -O' 1 • 3' • J27• pa 2' • 3 • .127• N.. TUBE O WALL MOUE EC TION SCALE • 3' - 1' -p' TENSION r•STDDR CSCC ANCHOR SD'.CD11CI 1 /4' MAX. Q c i 1/• MAX. o z N 1/1' MAX. 0' u x y CHAX DESIGN LOAD ± 105 PSF) O WALL MOUNT SECTION SCALE 1 3' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ���� oar fp191! BY d /. .. . ► _ s' PRODUCT CN'D01 D:V S u3 BUILDING COGS CO MFL!A% OFFICE ACCEPTANCE NO. g PRI7FESSIONAL ENGINEER V.� LZE rt. t ense •o• PE 0010983 6 1995 dote N 0 0 L a j g Ata ( X►xet 4 or • )