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141 NE 102 St (6)Date Square Ft. L-1 4 .) FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 1 IV 'Sr ` (q: 51 ` Tax Folio esident Date RADON APPROVED: Zoning Building Mechanical Plumbing C.C.F. Historically Designated: Yes No Legal Description Owner / Tenant Alta U C 17, C Q kA�� Aces C ear! . Owner's Address / N . 6, IOZ u �� . 114.1ll GLIi Stu ✓to Phone - 7S r - Vy6s Contracting Co /VAllna0-IG67 G Address M6c9, J & Q ualifier T' i r�l SS# _ Competency # Address Address Signature Notary as My Co Master Permit # Estimated Cost (value) ' 6 5' 03 n actor or'OWner ion Expires: NOTARY hone g — 1/2 g Ins. Co. State # Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): UIL ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION f15 14,47717d ®r /k1e (6,4-777 ' 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 contractor to do the wor�ciat d. DEBORAH LYNN COVERT • ,�� MY COMMISSION # CC 692229 W. • • EXPIRES: October 28, 2001 '� OFF ',V Bonded Thni Notary Public Undeiwrfter BOND TOTAL DUE Date ) (9 ( c' Date Llectncal Engineering PERMIT NO. TAX FOLIO NO. Y/ 3� 5 /J � � 3c 7 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with • Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: (17// / C /7, 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 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 provic by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) N_ g &t Sgnacure o Owner Print Owners Name Sworn to and subscri. = d before me this 1 I I i t Notary Public II L , �, • c . • Print Notary's Name - NEC :18066PC 1 17.8 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOF My Commission Expires: Bice'^ c( HrTRRTC'ANF. SHTTTTPRq SOUTH DADE BUILDER 7R90 SW Rf STRF.FT TTNTT 1C Miami, F1 r rra 11141 • -/J H LYNN COVERT " '92229 98R180496 1998 APR 18 10:52 RECORDED IN•OFFICIAL RECORDS SO ' K 4.M RECORD VERIRED HARVEY RUVIN caw ew®vfi= @wdor Prepared by: Deborah 'Cover 84(1Q NW 9A St- Address: Miami, Florid. 33166 NEN, ROOF HaGHT (A) NON SAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) - END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) >60' -70' 776.5 86.8 572 15.3.7 114.1 75.7 >70' -80' 1212 90.3 59.5 156.8 1168 77.0 >60' -90' 723.8 918 614 160.5 119.7 78.8 >90' -100' 129.5 966 63.6 154.4 1223 80.7 6100' -120' 136.2 101.5 66.9 170.0 126.7 814 >127-140' 1428 106.5 . 70.1 775.5 130.9 86.2 >140' -160' 748.4 110.6 72.9 180.3 134.J 88.5 >767-780' 153.1 774.7 75.1 785.0 137.9 90.8 > 160' -200' 757.8 117.6 77.5 188.0 740.7 927 >200' -250' 168.1 125.3 52.5 197.2 747.0 968 >250' -J00' 176.6 737.6 66.7 204.7 752.6 1003 >300' -350' 185.0 137.9 90.8 271.3 7573 103.7 >350' -400' 192.5 743.5 94.5 215.9 751.3 706.7 >400 -450' 7994 748.9 98.7 227.6 1652 7083 >457- 500' 204.7 152.5 100.5 226.3 768.7 711.1 MEAN 11£16147 (n) COASTAL t NON COASTAL ZONES AREA - 10 FR.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 20 172.) COASTAL & IM/ COASTAL 20N£S (lR18NARY AREA - 30 F12.) COASTAL & NON COASTAL ZOVFS (TRIBUTARY AREA - 40 FEZ) CO4sri 5 NON COASTAL ZONES (351811TARr AREA - 50 F77.) END ZONE (ZONE 5) PRER1OR 2014£ (ZONE 4) END ZGN4E (ZONE 5) INTERIOR ZONE (SON£ 4) ENO ZONE (ZONE 5) NTERIOR ZONE (ZONE 4) END ZONE (SONS 5) JMTERA7R ZONE (7046 4) ENO 20745 (ZONE 5) IN7EVOR ZONE (SONS 4) 0' -15' 67.5 47.8 57.7 45.8 55.5 44.8 513 419 51.1 42.9 >r3'-27 56.9 32.0 62.7 49.8 60.4 46.8 58.0 47.7 55.5 46.7 >20' -25' 71.3 55.6 67.0 5.7.2 64.5 52.7 62.0 51.0 59.4 49.9 >25' -30' 75..3 55.6 70.7 36.7 660 54.9 65.3 57.6 62.6 52.6 530' -40' 873 5.3.4 764 60.7 73.5 59.4 70.6 567 67.7 . 35.9 >40.' -50' 86.8 67.5 81.5 64.7 78.4 63.3 75.3 62.0 72.2 60.6 >50' -50' 97.4 77.7 854 68.1 82.5 66.7 79.3 55.3 76.0 618 DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (a) FOR BUILDING WITH MEAN ROOF HEIGHT £OWL OR LESS NAN 60 FEET : FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 70 OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 70 OBTAIN MAXIMUM POSITIVE PRESSURE'S. (0) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES 8Y 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR ENO ZONES : MULTIPLY NEGATIVE PRESSURES 87 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : uvLTTPLY NEGATIVE PRESSURES BY 1.00 70 OBTAIN MAXIMUM POSITIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS' NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS / tILlEcoNC.\ 7IIi11 7W810 6 LPIOINaROYO COMPANY M. SI. WM i ,17. Mi. r�Opy 4414p. 37W l•-• : I :•'qM -IA • h 1 (. 14>1 - IYIl R4LIO A MLR t 5. L 4041)1.Lk. / .4787 TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA (AT) AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) PANEL SPAN (I1) r PANEL SPAN (R) J NOTES : PROFESSIONAL ENGINEERS 516114TUR5 AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLCABLE 70 GENERIC WIND LOAD CHARTS BASED ON AS.GE. 7 SECTION 6 REOUIREVENTS FOR A FASTEST 117N0 SPEED OF 170 m.p.h. & 1.05 IMPORTANCE FACTOR SPECIFIC WIND LOADS MARKED 0R HIGH UCHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB. AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE. AS WELL AS EDGE. END OR DITFRNR ZONE. HAVE NOT BEEN ANALYZED BY 7N/S ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER et el SHOULD THIS CONp7ION NOT DE ACCEPTABLE BY 711E BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND CHART SHUT NOT BE USED 70 OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. ASCE 7- 88/WIND LOAD SCHEDULES m4. ear Oa ao 7/AV • • 040E COUNTY K SWIM SLAM 6415 354? 7 s 4 • _ r PERNIITTING LAYOUT SHEET 1 Address Indicate LENGTH & WIDTH of Building and Height of WINDOW above grade. SP18 = 18ga. Storm Panel System 97- 0205.01 = 20ga. Storm Panel System 96- 1107.02 50 .050 Aluminum Storm Shutter 96- 1203.08 SASS = Slatted Aluminum Sliding Shutter 96- 1212.02 = Aluminum. Fold, Top & Side Hinged, Bahama 95- 8404.03 .wll up Storm Shutter 97- 0109.02 i!,C;ONO= Assa Accordion 95- 0929.17 110 _ Assa Accordion 97- 1124.06 IA = Impact Accordion 97- 0816.02 .0 5 8400 N.W. 96th St. Miami, Fl. 33166 (305) 884 -1128 Salesman Opng# 3 5 — 7 9 /6 1/ /3 Product 5 7/e Aral 4f s ^ - ›'.9Y 5_3 i6" /7 /7 AFP Mean Roof Height 37X %O X9O - 75x5( 3 S -3 XS 2. G- oA 5/ 3 'T., Total Sq. Ft. Date 1p �9 g Sq.Ft. /3 / / / - / i// 3/ 93 /g tg /3 Y9' C ustom e r et Folio #r /3 0„7 -fig' 3 0 - Master Permit # Drawn by S M = Mega Folding Shutter 97- 0612.03 HT100 = Accordion Aluminum Shutter 96- 1126.10 M Tech = Accordion 95- 1122.09 02 001SO I N ` BUTTER CO. Color Sheet # / of/ atm _ ° ■ 1 ' ■ ■LI aiipl■P- 1i ■ ■U■b in p ■ ■■ ■ l offei ■ Lill � II 1 � f 4- t 0 .., 1,..., ji, i_ ' I i ∎. 1 3 L_L— 0 — --- e. - � . f r-L t " _.... a ..__. I I • _ _ c. ,-_-: _ u _ ,_ 1 • ___.,,, __,____ _ _ ___ 7 7 - 771:77777 - 77 '71771 rimi _4 _ _ [__ _i _ - l e i _ _ --- - _ til f 1 1 s _ 1 • FL -1-1 1 ---L - I 7 ,.. .4 _1.______ .:.____ ■ ■11 ■1. _ - - ■ ■u - ai 1.. • - ■- - li ■ r■■■■■■ • •• a . •.• •u•. Ix _a PERNIITTING LAYOUT SHEET 1 Address Indicate LENGTH & WIDTH of Building and Height of WINDOW above grade. SP18 = 18ga. Storm Panel System 97- 0205.01 = 20ga. Storm Panel System 96- 1107.02 50 .050 Aluminum Storm Shutter 96- 1203.08 SASS = Slatted Aluminum Sliding Shutter 96- 1212.02 = Aluminum. Fold, Top & Side Hinged, Bahama 95- 8404.03 .wll up Storm Shutter 97- 0109.02 i!,C;ONO= Assa Accordion 95- 0929.17 110 _ Assa Accordion 97- 1124.06 IA = Impact Accordion 97- 0816.02 .0 5 8400 N.W. 96th St. Miami, Fl. 33166 (305) 884 -1128 Salesman Opng# 3 5 — 7 9 /6 1/ /3 Product 5 7/e Aral 4f s ^ - ›'.9Y 5_3 i6" /7 /7 AFP Mean Roof Height 37X %O X9O - 75x5( 3 S -3 XS 2. G- oA 5/ 3 'T., Total Sq. Ft. Date 1p �9 g Sq.Ft. /3 / / / - / i// 3/ 93 /g tg /3 Y9' C ustom e r et Folio #r /3 0„7 -fig' 3 0 - Master Permit # Drawn by S M = Mega Folding Shutter 97- 0612.03 HT100 = Accordion Aluminum Shutter 96- 1126.10 M Tech = Accordion 95- 1122.09 02 001SO I N ` BUTTER CO. Color Sheet # / of/ EASTERN METAL SUPPLY INC. DUALITY SHAPES IN ALUMINUM SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Building Official: We are the Dade County Notice of Acceptance holder for the .050" Bertha Rolled Aluminum Storm Panels under number 96- 1203.08 This letter authorizes o (.i > A-1) E uA 1 o‘ s to use our .050" Bertha Rolled Aluminum Storm Panels approved under number 96- 1203.08 to be used at the following job: Sincerely, UV I (Ilec Glen Magaldi or Greg Weekes Secretary / Treasurer Vice President Eastern Metal Supply, Inc. Eastern Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. NORTH CAROLINA CORPORATE 2925 Stewart Creek Blvd. 3600 23rd Ave. South Charlotte. NC 28216 Lake Worth. FL 33461 -3247 804343-8154 704-391-2266 561 - 5336061 Fax 704- 391 -2287 Fax 561-588 -4780 TEXAS 15090 Sommermeyer. �olEe 600 Houston. Tx 77041 X996.6061 713- 896 -9399 Fax 7� 96- 8 PRODUCT CONTROL NOTICE OF ACCEPTANCE • Eastern Metal Supply, Inc. 3600 23rd Ave., South Lake Worth FL 33461 Your application for Product Approval of: 0.050" Bertha Rolled Aluminum Storm Panel Shutters under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Eastern Metal Supply, Inc. drawing Number 96 -331, streets 1 through 8 of 8, dated 07/15/97, signed and sealed by Walter A. Tillit Jr., P.E. (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 shal,1 re- evaluate this product or material should any ammendtnents 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.:96- 1203.08 Expires:08 /07/00 THIS IS THE COVERSHEET, SEE ADDITIONAL ('AGES 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 /07/97 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodliguez Product Control Supervisor lilt t us anger, Director Building Code Compliance Dept. lvletropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Eastern Metal Supply, Inc. 1. DESCRIPTION 1.1 ACCEPTANCE NO.: 96- 1203.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • AUG 0 7 1997 : AUG 0 7 2000 This approves an aluminum storm panel 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 storm panels shall be constructed as indicated on approved Drawing No. 96 -331, sheets 1 through 8 of 8, using 0.050" Aluminum, 5052 -H32 Alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.119 ", forming _ 2.25" deep ribs. 2.3 Components shall be Aluminum Alloy 6063 -T6 as shown on the approved Drawing No. 96 -331, sheet 1 of 8. 2.4 Tested specimen: dimensions: 48" wide x 72" long overall (ATL #1022.01-96)(1 specimen )(PA 201). 48" wide x 96" long overall (ATL #1022.01-96)(1 specimen )(PA 201). 48" wide x 108" long overall (ATL #1022.01-96)(1 specimen )(PA 202). 48" wide x 108" long overall (ATL #1022.01-96)(8 specimens)(PA 201 & PA 203). 48" wide x 120" long overall (ATL #1022.01-96)(1 specimen )(PA 202). 48" wide x 120" long overall (ATL #1022.01-96)(1 specimen )(PA 201 & PA 203). 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected as installed only as shown on Drawing Number 96 -331, sheets 1 through 8 of 8. For Design Load vs. Panel Span, see Maximum Design Pressure Rating "W" (psf) and Corresponding Maximum Panel Length "L" Schedule on • Drawing No. 96 -331, sheet 4 of 8. For fastener spacing (inches) required for various design loads and spans, see the anchor schedules for attachments to minimum 3000 psi concrete and hollow concrete block on Drawing No. 96 -331, sheets 5 & 6 of 8. For installation details on existing wood buildings, see Drawing No. 96 -331, sheets 7 & 8 of 8. 3.2 Nlininuum se aration to existin 'lass to •rotcct shall be as shown in Maximum Desi'n Pressure ' Maximum Panel Len 7th "L" Schedule on Drawin • • Ratin • s and Corres ondin 96 -331, sheet 4 of 8. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Reinforcement: None. - 2 - Ilse -a R l/(✓f -- No. t- lelniy A. lakar, P.E.- Product Control Examiner Product Control Division Eastern Metal Supply, Inc. ACCEPTANCE NO.: 96- 1203.08 A1'I'IWVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2a - AUG 0 7 1997 : AU6 0 7 2000 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved Drawing Number 96 -331, sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing Number 96 -331, sheets 1 through 8 of 8. Substitution of anchor type or indicated embedment is unacceptable. 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, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel 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 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 Number 96 -331. sheets 1 through 8 of 8, 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. l -lelmy A. akar, P.E.- Product Control Examiner Product Control Division TEST TEST LOAD DESIGN LOAD Dcticctio n LARGE MISSILE IMPACT TEST (72" SPAN) SFI3C PA 201 -94 SATISFACTORY ATL #1022.01-96 Max. 2.25" LARGE MISSILE IMPACT TEST (96" SPAN) SFBC PA 201 -94 SATISFACTORY ATL #1022.01-96 Max. . 2.1 _ LARGE MISSILE IMPACT TEST (108" SPAN) SFBC PA 201 -94 SATISFACTORY ATL #1022.01 -96 Max. 3.6875" LARGE MISSILE IMPACT TEST (120" SPAN) SFBC PA 201 -94 SATISFACTORY ATL #1022.01-96 Max. 3.875" UNIFORM STATIC AIR PRESSURE (108" span) SFBC PA 202 -94 (positive) +97.5 PSF ATL #1022.01 -96 • +65.0 PSF ATL #1022.01 -96 UNIFORM STATIC AIR PRESSURE (108" span) SFBC PA 202 -94 (negative) -1 15.5 PSF ATL #1022.01-96 -77.0 PSF ATL# 1 022.01 -96 UNIFORM STATIC AIR PRESSURE (120" span) SFBC PA 202 -94 (positive) +93.0 I'SF ATL #1022.01-96 +62.0 PSF ATL# 1022.01 -96 UNIFORM STATIC AIR PRESSURE (120" span) SFBC PA 202 -94 (negative) -110.0 PSF ATL #1022.01-96 -73.3 PSF ATL# 1 022.01 -96 CYCLIC WIND PRESSURE TEST (108" span) SFBC PA 203 -94 (positive) +85.0 PSF ATL #1022.01-96 +65.0 PSF ATL# (022.01 -96 CYCLIC WIND PRESSURE TEST (108" span) SFBC PA 203 -94 (negative) -100.0 PSF ATL #1022.01 -96 -77.0 PSF ATL# .01=96 CYCLIC WIND PRESSURE TEST (120" span) SFBC PA 203 -94 (positive) +81.0 PSF ATL #1022.01-96 +62.0 PSF ATL# 1022.01 -96 CYCLIC WIND PRESSURE TEST (120" span) SFBC PA 203 -94 (negative) -95.0 PSF ATL #102 6 -73.3 PSF ATL# 1022.01 -96 Enstcrn Metal Supply, Inc. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESUL'T'S: ACCEPTANCE NO.: 96- 1203.08 : 0 7 1997 AUG 0 7 2000 - 2b - 1.lelmy A. lakar, P.E.- Product Control Examiner Product Control Division Eastern Metal Supply, Inc. ACCEPTANCE NO.: 96- 1203.08 APPROVED EXPIRES 'AUG n 7 1997 AUG 0 7 2000 NOTICE OF ACCEI'TANCE: SI'ECIFIC CONDITIONS 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 on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. AIL #1022.01-96 dated 11/08/96, signed and sealed by William R. Meitner, P.E. 8.2 Drawings: 8.2.1 Drawing Number 96 -331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report of coils, dated 01/23/96, for Aluminum Alloy 5052 -H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 8.3.2 Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., l'.L 8.4.2 Calculations for revised anchor schedule, dated 05/02/97, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. - 2c - 1-Ielmy A. Makar, P.E.- Product Control Examiner Product Control Division I :gteru Nlctal Supply, Inc. Florida Building Code. END OF TIIIS ACCEPTANCE - 3 - ACCEPTANCE NO.: 96- 1203108 AUG 07 1997 : AUG 0 1 2000 APPROVED EXPIRES 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. 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 by this office. S. 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 oldie 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. Items 10, I I & 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. 1 I . 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. 1-lardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South I/ it 4 1 ( Flelniy A. akar, P.E.- Product Control Examiner Product Control Division