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WINDOW PERMITature of.• er and /o Legal Descriptio ! I ' a La - Vzi-10 .l(,t. G 1, SG c7 Pig 1 Owner / Lessee / Tenant / 1 4 E C. —62110— Master P rmit # 37 Owner's Address 1 1 (� �� l 77 - 71171.)42,, ��` ( p , 33 /P7Phone 3o��Pg`a- 7645'3 Contracting Co. dti4rl -/ , 9 ,f- ° U Address (�) 747ve,/ 4er 41'f/ AZ«L44' ss# Phone tiJ,.� 17/5c7 State # Municipal # Competency # Ins.Co S• Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle on . BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Qualifier Square Pt. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address s/ -36 No was to Owner and /or Condo4 esident My/ on tff ►@6. Horace Alexander Hall a : My Commission Expires p t. 8, 1 96 ** 4 Comm. No. L 226354 FEES: PERMI ^� o 4 RADON C.C.F. nn r APPROVED: vl 1 • Zoning Mechanical oel! Tax Folio / / - - 1D D1" 0/3 — 0-03-6 No My 4 IJ ? - s Estimated Cost(value) /00 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 standar•'- of all laws regulating construction in this jurisdiction. I understand that separate permit are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. AFFIDAVIT: I certify that .11 the foregoing information is accurate and that all work will n compliance with all app icable laws regulating construction and zoning. Furthermore, I the above -named contrac o to do the work stated. igna -ure of Contractor or Owner- Builder Date Other rXp S P(k,O OPaEMOi�Ca4 BY 01EA I • .,.. p f'� TIEL COMMISSION NUMMSEI9 CC401261 � � PAY COMMISSION , EXP. * OFFo AeG. 171$ * NOTARY TOTAL DUE er- Builder * ** Fire Buildin Plumbing Engineering Electrical NA VACO, INC. Engineering & Consulting Page I of 2. JOP A•hbk. S5 5 ' N,E. 92N2, Si,, AnAM/ FC, t V c:vvL Gtr-- d s ✓kL Al(_ 1/ , , 43,5 sty.. A ca -7, Modotn1 Oo VI i 1-12:jlir 37" '3s 3 - 7" o /a" 37" Go3 531/e, 3 b3��ri 53 1/ J r1 5}423 Sid z4 SH i' 51-133 sH 3C ve 4 (2� e.:1-(Z. S CZ) SH25 3,17 3.61 sl (Z)SH5 14 -pr" 1- 570[z)' C4 `7 5U)Q. EAS Poor P/rul 2% inl /z. 10532 S W 1 18th Place, Miami FL 33186 W/N6 I.2M CAce,oc,arIDN5 Si /Z'- ;� 54 �/n/1�o►.v CAyC)LI 1 PLAN /7 n 1. S H?A- 2C-o" S Carlos J. Navarro, P.E. Nt N 1 kr N (305) -595 9416 N AVACO, INC. Engineering & Consulting °12ND �T, M(AHi E),/t/ iG / v 'l ✓c 5 6.4ecd P = qb il(G "f) - (6i r u J V `V LuhW 5 ( z = ll' K� =o. e0 E ost,re V = III 14,4p1/t. h = 9, D02S(o kP80 x (lc�� X 110) = 27, 3 pE 4i. -- l0, ` e f. /„ / /4 Z 0 , 1 • 1 2 = 4 6, -- () ,6 G>✓ Qt V� I (z) H.35 A = = 23 Z f1. Ft, _� �� = /,3 P = 77 , 3 „ 1/.3 (-0 ,2)] = 42, 3 < 4 7 ? f f /( ow f)/ +91- iota W (2) si -I25 r;,�(� (2) 51-35 L1`" (2) SKZ C ' � Wol-fr- Col 191-t.. 4.-Y i -S Wii_e F E- (/l r- Eta At - 3 -5 14 C ep /,fir -r G- c _ -0,z ' n = 2�,3Y � ��'�� - 4 (-0,z5)1 :2 psi < 46, St z / /owd, �%1c o W,.40 (6 vCO t224t -C, 04-i . "4.41 ol_ WLJOW • FL 10532 S W 118th Place, Miami Ft 33186 Carlos J. Navarro, Y.E. Page Z. of 2 // 77 ° (305) -595 9416 PRODUCT CONTROL NOTICE )1? ACCEPTANCE MIAMI, FLORIDA 33130 -156i (305) 375-2901 FAX (305) 375 -2908 Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd. Place IIialeah, FL 33012 Your application for Product Approval of: Series 2000 ,S'ingle Hung Aluminum Window 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: Ernest E. Mitchell, Y.E. along with illiarni Testing Laboratory test report No. MTL- 16143 dated: July 9, 1994 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 for glazed products. This approval shall be valid for a period of four years. The Office of Code Compliance reserves the right to secure this product or inaterial 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 Depar tinent may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to requir c retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0726.01 Expires: 07/31/98 r it Dia i, P.E. roduct Control Division Supervisor 1'IHIS 1S TIIE COVERSLIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 08/29/94 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STRFr r /cie_jr Charles anger, I' Director Building Code Compliance Dept. Metropolitan Dade County bunshinie Winslow Mfg. Inc DESCRIP'T'ION OF UN1'1' MODEL DESIGNATION: Series 2000 Aluminum Single Hung Winslow OVERALL SIZE: 4' 5 1/4" wide by 5' 3" high by 2" deep CONFIGURATION : 0/X ACCEPTANCE : 94- 0726.01 APPROVED EXPIRES : July 31, 1998 jNIOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Gil Diamond, P.E. Product Control Division Supervisor AUG 2 9 19 9 4 ASSIGNED ACCEPTANCE MARKINGS ANSI -AAMA 101 -93 AAMA 1302.5 -76 Dade County Approval It 94- 0726.01 Expires: July 31, 1998 Approved for installation up to 55 ft. above grade. CAUTION: Elevation must be reduced in the coastal construction zone No. & SIZE OF VENTS: One, 50 1/2" by 31 7/8" high; one fixed light frame glazed at the top with a clear opening of 48 1/4" by 28 high (O /X). WEATHERSTRIPPING: Single pile in fixed meeting rail and vent jamb rails or exterior. Single vinyl bulb in vent bottom rail. One adhesive open cell foam pad at each lower frame corner. One plastic guide at each end of vent jamb rails on the interior. OPERATORS & LOCATIONS: Spiral balances. One plastic cam lock at vent meeting rail, 12 1/2" from each end, locking into a groove in the fixed meeting rail. GLAZING MATERIAL: Double strength annealed glass. GLAZING METHOD: Interior glazed using clear adhesive bedding compound and glazing foam tape and aluminum extruded snap - on glazing bead with a vinyl bulb between bead and glass. WEEPI-IOLES: One 1/2" weep notch at each end of exterior sill screen retainer. MUNTINS: None REINFORCEMENT: None TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +70.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE -70.0 PSF WVATER RESISTANCE (I'SF) • ASTM E547/E331 9.10 PSF WATER RESISTANCE (PSF) ASTM E547/E331 With 3" high overall interior sill flange 14.70 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.37 CFM/FT) . 0.19 CFM /FT FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 MTL -16143 Design Pressure Rating (Positive) +46.67 PSF Design Pressure Rating (Negative) -46.67 PSI+ • •5iinsliiiie Window A, fg, Inc ACCEPTANCE : 94- 0726.01 -2a- AP.I'RO VED AUG 2 9 19 9 4 EXPIRES : July 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RAMS AND VENT CONSTRUCTION: Frame corners and fixed meeting rail, bust corner construction, using two No. 8 by I" sheet metal screws; vent, lower corners constructed of two No. 8 by 1 1/4" sheet metal screws; upper corners, two No. 8 by 1 1/2" sheet metal screws. ADDITIONAL DESCRIPTION: Flange type frame. 2" high overall interior sill flange. Unit tested using standard vent botlom.rail. Unit tested in 2 x 6 P'I' wood test buck and installed with one No. 10 x 3/4" sheet metal midspan of frame sill and four No. 10 by 1 1/2" sheet metal screws in frame Bead and each jamb. Optional 3" sill adapter was also tested, and must be used, with sash pull removed, for higher pressure requirement. 'il Diamond, P.E. Supervisor Product Control Division �2�2 Sunshine 'Window 'g. Inc. ACCEPTANCE I : 94- 0726.01 APPROVED AUG 2 9 19 9 4 EXPIRES : July 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS INSTALLA ,SCREWS AND METHOD OF ATTACIIMENT: SILL : # 10 x 1 1/2" FI I SMS @ a max. of 6" from corners and a max. of 24" apart. IIEAD : #10 x 1 1/2" FH SMS @ a max. of 6" from cornerF and 21" apart. JAMBS : #10 x 1 1/2" FIFI SMS @ a max. of 6" from corners and a max. of 17" apart. Note: Please see note #11, Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. S. i -2b- Gil Diamond, P.C. Supervisor Product Control Division 1 f N r i . J Sunshine 'Window 'g. Inc. ACCEPTANCE I : 94- 0726.01 APPROVED AUG 2 9 19 9 4 EXPIRES : July 31, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS INSTALLA ,SCREWS AND METHOD OF ATTACIIMENT: SILL : # 10 x 1 1/2" FI I SMS @ a max. of 6" from corners and a max. of 24" apart. IIEAD : #10 x 1 1/2" FH SMS @ a max. of 6" from cornerF and 21" apart. JAMBS : #10 x 1 1/2" FIFI SMS @ a max. of 6" from corners and a max. of 17" apart. Note: Please see note #11, Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. S. i -2b- Gil Diamond, P.C. Supervisor Product Control Division aui►sljin.c Window i\lfg. Inc. ACCEPTANCE I 94- 0726.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Comparative Analysis Load Curves SUNSHINE WINDOW MFG., INC. GRAPH By AL- FAR000 CORP. 1235 SW 87 AVE NIAMI 305 -264 -8100 W H Q C9 W 0 t, 0 m H H U7 O O. C9 v � li. N a W ° C N 0) r z L7 H U1 WO O 'O O In 30 3S 40 45 WINDOW WIDTH - INCHES -2c- APPROVED PLUG 2 9 19 9 4 EXI'IIZES : July 31. 1998 50 l SS Gil Diamond, P.L. Supervisor Product Control Division SERIES 2000 OH -R4S S2000 -1 COMPARATIVE ANALYSIS LfAO CURVES BASED ON MTL -16143 OF 7-12 -44 TEST SIZE • S3-1/4" x 63" (1 /1) TEST LOAO • 70.0 PSF EXT. It INT. WATER', TEST • 9.1 8 14.7 PSF - ANNEALED CLADS \ \ \OSB \ . 5 CNIt CCW HT.) uA ER TEST - 3' SILL .."-_ A ' u nTiR TEST - 2" SILL . —_ 63 7 d -•Y aui►sljin.c Window i\lfg. Inc. ACCEPTANCE I 94- 0726.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Comparative Analysis Load Curves SUNSHINE WINDOW MFG., INC. GRAPH By AL- FAR000 CORP. 1235 SW 87 AVE NIAMI 305 -264 -8100 W H Q C9 W 0 t, 0 m H H U7 O O. C9 v � li. N a W ° C N 0) r z L7 H U1 WO O 'O O In 30 3S 40 45 WINDOW WIDTH - INCHES -2c- APPROVED PLUG 2 9 19 9 4 EXI'IIZES : July 31. 1998 50 l SS Gil Diamond, P.L. Supervisor Product Control Division O' ZCE OF ACCEPTANCE: 5 1'ANDARD CONDITIONS FOR GL TEED PRODUCTS 1. 7or multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled. oivin2 the manufacturer's name, Dade County Product Control Approval Number. approved elevation and date of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supportin • data, for test reports less than four (4) years old, has been re- evaluated. 5: Auy revision or cbaugc in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for,revision or change. 6. Auy unsatisfactory performance of this product or a change iu Code provisioas shall be grounds for re- evaluation. 7.. This Acceptance shall not be used as an endorsement of any product sales or advertising . purposes. 8. Aluminum windows and sliding doors have been tested iu accordance with ANSS A.A Lk- 101-83 or for wood wiudow unit by ANSUNWWDA I.S. 2 -37 and slidin door ANSI/NWWDA I.S. 3 -3 and swin doors ANSUNWWDA I.S. 3 -83. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building. code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maXimum of 6" from each corner and mullion or "oQ i✓liniwum penetration of fastener shall be as tested or 3/ whiche higher. No or plastic shields or pies shall be used. Unless otherwise noted in the test report, minimum rier floors f crews shall be No. s f for st and second floor installations and No. 10 for all other Doors. Revised 5- 20 -93 . -3- tiLL� ail Diamond, P.E- 'roduct Control Division • Supervisor ROPOLITAN DADE Cl. NTY, FLORIDA METRO-DADE Chairman Bertram S. Ilia:chuu lice-Chairman H.O. Lasseter ,llembers Ronald A James Arias Georte Berlin 77hn,,as 11. Black Lawrence A. Borsari Tee! Bridis Oscar Brennan John Calpini .lira• de la Turrrerue 1/. Carlton Decker Arnold Goldman Richard .41. Horton Daniel Lenis John Lindstrom Steven Lowe Jot ph dh,kher. Sr. James A o n er Ri / /ia Rile .1 rmando ,t1. Ri: o Thomas Unerback Alfred 14i'ishr•nd Rudy RillunnS Board Consultant John Pisronno Srall Charles Do ver Sande 111.1, rch Gil D,an,, nd Sunshine Windows Manufacturing, Inc. 7295 West 18 Lane Hialeah, F1. 33014. Your application for Product Approval of Series 1650 Aluminum Horizontal Sliding Window HS -C30 under Sections 203 and 204 of the South Florida Building 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 Miami Testing Laboratory, Inc. Report No. NTL -14886 (inc. F.E.R.) dated June 4, 1991 has been accepted by Product Control under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 for Glazei Products ACCEPTANCE No.: APPROVED EXPIRES PRODUCT CONTROL NOTICE OF ACCEPTANCE 91-0906.2 - f(, 116'--rneYld Dec. 9, 1991 June 4, 1995 APPROVED: December 9, 1991 * *PLEASE NOTE ** -1- JOPROI METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI. FLORIDA 33128 -1974 (305) 375 -2981 (305) 375 -2612 Gil Diamond, P.E. Product Control Division Supervisor THIS IS THE CQYERSHEa,.r. SEE ADDITIONAL PA E,S_QR PECILLC_ ANu CZIETAie CONDITION BOARD OF RULES AND APPEALS NOTICE QF ACCEPTANCE .T.h_is for Product Approval has been accepted by the 'rietnropolitan Dade County Board of Rules and Appeals to be used ''I) the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. Charles Danger P.E. Deputy Secretary Metropolitan Dade County Board of Rules and Appeals ACCEPTANCE No.: 91-0906.2 APPROVED Dec. 9, 1991 EXPIRES June 4. 1995 E- OF Aca.ETA E; SPEcIFrr Cn* IPTION OF UNIT ASSIGN I ACCE TiF RKor �_ CFPTA_R MS2DEL DESIGNATION AAMA 101 -88 HS - C30 Series 1650 Aluminum Dade County Approval #91- 0906.2 Horizontal Sliding Window C30 Expires: June 4, 1991 HS - C30 Approved for installation up to 15. ft. above grade. QUEALL SIZE: CAUTION: Elevation must be reduced in 12' - 11 7/8" wide x 5' - 4" high the coastal construction zone No. & SIDE OF VENTS; Two, 46 1/4" by 60 3/4 glazed in the center with a clear opening of 60 0 3/4" by /2" high (XOX). HEATHER TRIPPING Single pile with integral plastic fin in each vent top rail. Single pile with integral plastic fin (Schlegel 7120 -187) in each vent bottom rail and each fixed meeting rail. jamb rail of each vent. One plastic guide at each end n of e each y venn t l t o p n and bottom rails. One open cell foam pad in sill on interior of each exterior weephole. One 1 3/4" by 3/4" by 1" sub -sill under each vent meeting rail. y One /8" be y 8 ce foam pad in 1/4" adhesive back closed cell foam pad in track under achvent meetin g rail. SIEEBATORS & LO ATIONS• One metallic roller at each end of each vent bottom rail. One metallic cam lock located 20" from top and bottom of each vent meeting rail, (total of two locks per vent). 3/16" annealed glass in fixed light and each vent GIAZIIG TROD: Interior glazed using a black glazing tape and extruded aluminum snap -in glazing bead. WEEPHO.FS• One 1/4" diameter weepholes with a plastic flap valve in exterior sill flange 8" from each end. One 1 3/4" wide drain notch in scree' t� �� f -QM each end of sill. eight. None OR -ok4 •k Flange type frame; 3" overall interior sill it Diamond, P.E. Product Control Division -2- Supervisor Sunshine Windows Manufacturing ACCEPTANCE No.: 91-0906.2 APPROVED EXPIRES •� , • TESTS: INTERIOR WINDLOAD: 45.0 p.s.f. SILL 2 - #8 x 1" CP S.M.S. EXTERIOR WINDLOAD: 45.0 p.s.f. : /,j :HEADER: 8 - #8 x 1" CP S.M.S. WATER RESISTANCE : 9.10 p.s.f. JAMBS : 2 - #8 x 1" CP S.M.S. AIR INFILTRATION : 0.22 cfm /sq.ft. 2 - #8 x 2" CP S.M.S. top and bottom of each FORCED ENTRY jamb rail SCREWS AND METHQD OF ATTACHMENT NOTE: Please see Note #11. Page 3 APPROVED FOR ELEVATIONS UP TO1 15. ft. above existing grade This product must be re- evaluated for structural adequacy when install within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. -2a- Dec. 9. 1991 June 4, 1995 it Diamond, P.E'. Product Control Division Supervisor NOTICE OF ACC 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This acceptance will qualify smaller units of the same design and materials as the unit tested. 3. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Windows and sliding doors have been tested in accordance with the American National Standards Institute's specifications and the Architectural Aluminum Manufacturer's Association Standards ANSI -AAMA 101 -85 or for wood units ANSI /AAMA 302 and 402 and for vinyl units ASTM 1)- 4099 -82. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building Code. 10. Hardware for all windows and doors shall conform to Intrusion and Burglary Security Chapter 8C of the Code of Metropolitan Dade County. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall b- :a • �. -= • �_- and mullion r x� c� or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installations and No. 10 for all other floors above the first d second. Kloors. RECEIVED FE`? 2 4 1Y 't REVISED 6 -18 -91 ,■ y 4 \I4t • ■)Vile■ . •. .0 1 'tell -3- Gil Diamond, P. Product Control Division Supervisor METRO-DADE — METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 J METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE , FAX (305) 375-2908 Southeastern Metals of South Florida ' 7265 N.W. 74 Street Miami FL 33166 l Your application for Product Approval of: Aluminum Storm Panels under Chapter 8 of the South Florida Building 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. AL -SYS, Sheet 1 of 1 dated 04 /14/94, signed and sealed by Santiago Arturo Tablada, P.E.; Construction Research Laboratory, Inc. Test Report No. CRL 6057 dated 04/12/94, signed and sealed by Vipin N. Tolat, P.E. has been recommended for acceptance by the Building Code Compliance . office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3 This approval shall be valid for a period of three years. The Office of Code Compliance reserves ) the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0418 Expires: 05/23/97 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/23/94 La it Dia ond, P.E. ✓Product Control Division Supervisor Charles b anger, Director Building Code Compliance Dept. Metropolitan Dade County 1. DESCRIPTION Southeastern Metals of South Florida ACCEPTANCE NO.: 94-041S.05 1.1 2 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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: a. Non - coastal building zone. b. Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved drawing No. AL -SYS, using .040" thick Aluminum Alloy 5052 -H34 per ASTM B209 -92a 2.2 Panels have a nominal width of 7.998" and a total width of 9.480 ", forming 1.875" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, 2" x 2" x 1/8" angle and extruded parts, as shown on drawing. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel high of 7' -2" or 86 ", to be installed only as outlined on drawing No. AL -SYS. 3.2 Minimum separation to existing glass to protect shall be 4.75 ". Maximum separation is limited to 6" from wall, using four 2 x wood members fastened together as shown on drawing No. AL -SYS. 3.3 Special Requirement: For 86" long panels, a single 1/4" x 1" sidewalk bolt w/a steel spring nut connecting the two panels at the mid -span of the overlap is required. Gil Diamond, P.E. Supervisor Product Control Division . MAY 2 3 i994 MAY 2 3 1997 Southeastern Metals of South Florida ACCEPTANCE NO.: 94- 0418.05 (Y1AY 2 3 1994 -2a- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PINY 2 3 1997 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: a. Aluminum Storm Panel System / Build -out Method (up to 6 ") - Dwg. No. AL -SYS b. Aluminum Storm Panel System / Flush Mount Method - Dwg. No. AL -SYS Both are wall mount (direct mount) type in accordance with approved detailed drawing No. AL -SYS, bearing the Dade County Product Control stamp. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No.AL -SYS. 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 straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: a. This Notice of Acceptance. b. Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters. c. Duplicate prints of approved drawing No. AL -SYS, Sheet 1 of 1, for aluminum panels, 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. it Diamond, P.E. Supervisor Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CRL 6057 Max.. 4.75" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +87.90 PSF CRL 6057 +67.62 PSF CRL 6057 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE - 119.90 PSF CRL 6057 -92.23 PSF CRL 6057 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +78.60 PSF CRL 6057 +52.40 PSF CRL 6057 Max.. 1.00" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE - 139.30 PSF CRL 6057 -92.87 PSF CRL 6057 DESIGN PRESSURE RATING +52.40 PSF -92.23 PSF Southeastern Metals of South Florida ACCEPTANCE NO.: 94 0418.05 APPROVED EXPIRES 7. TESTS PERFORMED TESTS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.Uniform Static Air Pressure Loading, per PA 202 -94 2.Large Missile Impacts, per PA 201 -94 3.Cyclic Loading, per PA 203 -94 Of aluminum storm panels, prepared by Construction Research Laboratory, Inc.. Report No.6057, dated April 12, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.2 Drawings: 8.2.1 Drawing No. AL -SYS - Aluminum Storm Panel System. Dated 04/14/94, signed and sealed by Santiago Arturo Tablada, P.E. - 2b - RESULTS: Gil Diamond, P.E. Supervisor Product Control Division Prig 2 3 1994 EY231997 Southeastern Metals of South Florida ACCEPTANCE NO.: 94 0418.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3 Gil Diamond, P.E. Supervisor Product Control Division re 2 3 1994 EY 2 3 19 9 7 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. _ All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. 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.