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79 NE 93 St (2)Legal Desohpticra OT/Ls e / Tcamt awrres Adder w I14 b *IV 11 RIK ES PERMIT APPLICATION FOR MIAMI SHORES VILLAGE c23 34• Tax Folio Historically Designated: Yes I\r Master Permit 0 42 Contracting ce Qulifer ;1/ ;Irtt A.; c S She # = 1 F CJ Munnaici Arc7titect/Eanginmr ending Cow Mortgagor Ao/ v Address it Type (ei :e an . ELECTRICAL SgZle Ft. - 0 Estimated Cost (value) WARNING TO OWNER: YOU MUST' RECORD A NOTICE 0 F COMMENCEMENT AND YOUR FAILURE TO D3 SO R A'! a] aa." PAYING TWICE IF atR IMPROVEMENTS TO YO' r PROPERTY (IF YOU INTEND TO 0 I: TAIN FINANC:NIG, CsiNSUL: VJ li 'O `'!OU.R AN ATT RNEY CORDING YOUR NOTICE OF COMMENCEN^.NT.) 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 requ_.red ''or E LECTI3ICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAV1T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicab`e :acts reg's:w °.,sag construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of ow er an :' or Condo President Address PLUMBING MEC ` 3'Phone , firs Ad ess r 5S # - �- — PI one. 7 � °� :. ,. r 4 Competency # Errs. Co. Address ?©Ot k , "x Gr ti�C. �: �, r:' • �� 0 NNICAL ROOF:NG IPA TG Th C: S'SK Ifs Date `;' e" r / Job did ` Description Cr r / Tenant u ,' . � Owner's Add. �� � � J i • • .r) , ! • Contacting Co , ' ,, '/• ' ^. ��' ��,�. sa � �� • r���, Address / • `+ ;T . Qualifier c� r , 11 . c. r L < < SS# - Phone ./ . St2te 11`f %1 I Municipal # kz teCt/Engineer ✓ 5 - i 4 i( r j a ' sv Address ;?/(_;n s . �� �. � �- e ,,. Bonding Company <��`� e d'o't a iTI-In . . BIIn � Address Mortgagor Permit Type (circle on ILIMNG ,ELECTRICAL PLUMBING WORK DESCRIPTION Scua. F t. i f Estimated Cost (value) Sig a ure of ow.]er an FEES: PERMIT APPROVED: Zoe Mechnicai PERMIT APPLICATION FOR MIAMI I SHORES VILLAGE 9 ' . or Cortez President to 'o°ary as r -Owner andlur CEg¢, My Corr i: Bxp : �.� itiv pi, OFF ARMS z s ( cinaMm mot NUMBER q�Ira CC648102 ■) MY commisSION EXPIRES JUNE Buildi Plumbing Historically Designated: Yes Master Permit # C.C.F. :e 7 1 , ervri 3 - J 0 Phone $( d.`') Tax Folio Competency # 7.r. Cc. Address MECEiANICAL ROOFING PAVING I EI C: SIGN' e - V: -(:5 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE T3 DO SO PAYING TWICE FOR ELIPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCIN. �, CONSULT J'':`:: :': OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable).:: c. :i j a t al"', e c :'_c will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required. _for PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT:: I certify that all the foregoing information is accurate and that all work will be done in compliance with all a2plicz.32c cor_suuction and zoning. Ferthermore, I authorize the above -named contactor to do the work stated. \ v�? Co tractor or Owner - Builder to Ccin� actor or • er- G g N� A OF Ay ommission F r A1. - Aa✓ 1P� P081, , CHERYL RENEE9HELLEY 0 GOMAMISSION NUMBER CC68229 we COMMISSION EXPIRES p OCT 14,20t:1 BOND :Electrical TOTA::, DUE / ✓ Structural Engineer se's ` -gf= NOTOCE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 99R 149095 1999 MAR 23 11:2$ 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 Commencem t. 1. Legal description of property and street address: 7� , E • 73 CST 2. Description of improvement: 3. Owner(s) name and address: ` . 93 f'l , r'Yt , ,L /. ,3 3l 3 g- Interest in property: of . Jnr (S Name and address of fee simple titleholder: I 4. Contractor's name and address:�il,( Jr<71 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 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) Signature of Owner Print Owners Name +60(.4 604%1-cue Sworn to and subscribed before me this 2.- da o Notary Pu • f ••�-. Print Notary's Name `' 2 My Commission Expires: QY PO OFF=ICIAL NOTA .� B,, JOY L STORMI$ , Wt S 0 COAMSSION NUMBIIR � ° MY fJOM MISSION EXPIRES �� 4 —JUNE 1,2001 be served as provided Prepared by:Tfit �:� � L r KVI S Address / 5 �s 7 I7 12301 -52 253 Manufacturers of Window Enclosure Systems, Insulated Roof and Wall Systems SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM ( BUILDING DEPARTMENT ) DEAR: We are the Dade County Notice of Acceptance Holder for : HURCULINE ACC. SHUTTER ACCEPTANCE NO. 95- 1122.03 .060 ALUM. STORM PANELS ACCEPTANCE NO. 97- 0804.07 18ga STEEL STORM PANELS ACCEPTANCE NO. 96- 1023.07 20ga STEEL STORM PANELS ACCEPTANCE NO. 95- 1220.03 Sincerely SLIMLINE ACC. SHUTTER ACCEPTANCE NO. 96-1126.10 ECONOLINE ACC. SHUTTER ACCEPTANCE NO. 97- 1124.06 This letter authorizes 1 i`$Tl )( li S1 to use our above named product at ( CONTRACTOR / OWNER BUILDER ) the following job site. P • E �'A ATE C H I r N EST. 1957 ( JOB OWNER'S NAME ) 79 ( JOB ADDRESS) rn ( CITY , STATE & ZIP ) ( AUTH AW D S l A AND TITLE ) 7635 West Second Court/Hialeah, Florida 33014 -4334 U.S.A. Phone: (305) 823 2323/Toll Free: (800) 432 - 5180 /FAX: (800) 432 -1685 Weate! rwa'C D v's's CORPORATE SEAL fl CUSTOMERS NAME: F1au,acara S4 owe, ADDRESS: 71 NE q 3 6.7. CITY.• ')1 t1 rn I C;170 I Pc-, STATE: Cf . ZIP CODE: 3: /3 a PKONE #: 75 t - ;; ° 90 PRODUCT TYPE: . 4 .061) COLOR: DATE: Qom- $-c3 • !8 1 ;3r • 434 1F J TYRE W W W ' UPEIflU VI 30 Ir 41 PPM EIGHT 3�- * 51 SZ 5?... �ENP16 S91� UU a REAR iYPE SILL TYPE lffi Si;RTER ME REI SNNR1ER RE �STRUCi[(CJ ill? II Ram Elie mom LEFT UBSiRU[TJI RBI ej L SHJfTER it'll, �i i i �f�11ER S 111ER S<l�1PE SI'Ji1ER UST ,err Il r l v rr f ir 1)19- 0,1 5 �� DI r �� Q 6 . ' 7 9 t)li1 to 4 ' 3q I12. 3 V ®tom 61r b► , r Qir (A 11 2 ,'1 4 Fr 6 { 8 6 w 75$ 52'1 V bi✓ fir , 9 3 UJ p 38' AO a Rir Cur�■ 10 W A 38'4 4o 1ir fir 11 ?3 767 524 V Div Die 12 6 1 75'i 39 V the • Ow 13 75',P 4 . 4q' : ' V ,v err 5 14 � 1 D ivo ' % Z0 ;r . id` • 16 7 � G "1- t 1 02 ? I �4 1 � � � Arr prr 17 18 19 20 `x` 21 • 24 25 t 27 1. cdrnor pn0,rl b.e - I�. �, ee - 34-w O. hcIf p oil u h ho'�I��r� � � O D'!'.+1� j 6 kv:A•n 0114, or si P, 40 C'iav:.o�cP,,,,l� d�, 4-3 • • OA Ne • Rte 1 . , afrfr . .. ij 149 (A)Lel ii ' l i -1 ffie....... ...i... --i..- rte - - _. P Is! OIIDUC7 CONTROL NOTICE OF ACCEPTANCE Weatherwalfl/A Division of Meal Tech, Inc. 7635 W. 2nd Court Hialeah Your application for Product Approval of: 0.060 "A1uininur Storm ''ar els (5052 -H32 Alloy) under Ch,Ipter 8 of the Metropolitan Dade County Code governi;ag 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. 94012, Sheets I thru 5 of 5. (For listing, see Section 8 of this Notice ofAcceptance) 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 iobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amrnendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves te 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 loo.: 97- 0804.07 Expires: 10/09/00 THIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 10/09/97 FL 33014 Internet mail address: postmaster @buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE METRO -DACE FLAGLER ECILD!NG BUILDING CODE COM1PL:ANCE CFE CE METRO -CADEE FLAGLER BUILDING /40 WEST FLAGLER STREET, SUITE 1603 MIAMI, F LORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2502 FAX (305) 372 -6339 Raul RoAguez Product Control Supervisor 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 E'anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonlin`.conl Weatherwall /a Division of Metall Tech. 1h c. ACCEPTANCE No.: 97- 0804:. 7 APPROVED E 0 g 1227 EXPIRES : OCT 0 9 2A0 NOTICE OF ACCEP'T'ANCE: SPECIFIC COND"TIONS 1. DESCRIPTION 1.1 This approves a 0.060" aluminum storm panel designed to comply with the South Florida 3uilding Code, 1994 Edition for Dade County, for the locations where ±he pressure requirements as determined by :ASCE 7 -88 "Minimum Design Loads for Buildings `,dad Other Structures', do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in • Section 3. 2. MATERIAL CHARACTE E" I STICS 2.1 The storm panels shall be constructed as indicated on approved Drawing No. 94012, Sheet 1 of 5, using 0.060" thick aluminum alloy 5052 -H32. 2.2 Panels have a nominal width of 12 -1/2" and a total width of 14 ", forming 1 -5/8" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, extruded headers and angles of various sizes. 2.4 Tested specimen: Dimensions: 39" wide x 88" long overall, 3 panels for impact and cycling + 1 for structural. 39" wide x 88" long overall, 2 panels for impact and cycling ± 1 for structural. 39" wide x 48" long overall, impact and structural. 39" wide x 120" long overall, impact. 39" wide x 144" long overall, impact and structural. 3. LIMITATIONS 3.1 The design will be dependent on the Design Pressure vs. Panel Span graph and table on Drawing No. 94012, Sheet 3 of 5. For a maximum Design Pressure of ±91.4 PSF. 3.2 Minimum separation to existing glass to protect shall be as follows: PANEL HEIGHT 0' — 88" 88" - 120" 120 - 144 Wall Mount 2-1/4" 2 -5/8" 3 -1 /8" Inside Mount 3 -1/4" 3 -3/4" 4 -1/2" Build -Out 3 -1/4" 3 -3/4" 4-1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: Reinforcing straps, consisting of one 1 -1/2" wide by 1/8" thick bar of aluminum alloy 6063 -T6, must be used at all intermediate -panels -and shall cross every panel web and lip, including the first and last lip, fastened with a 1/4" —20 bolt w /wing nut & washer spaced at maximum distance of 12- 1/2" on center. According to panel spans, install the following straps: 3.4.1 Panel up to 48" = No reinforcing strap required. 3.4.2 Panel spans 48" to 68" = One reinforcing strap at midspan. 3.4.3 Panel spans 68" to 88" = Two reinforcing straps at 1/3 spans. 3.4.4 Panel spans 88" to 144" = Three reinforcing straps, one at midspan and two, each at 1/3 spans. �� 2 Manu Perez, P.E., Product trol Examiner Product Control Division.. .Weatherwall /a Division of Metal Tech, Inc. -2a- ACCEPTANCE, No.: 97-C4.7 APPROVED : 3 a ;"7 EXPIRES 1 J Ez NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 dead and sill, EITHER directly to 1/2" x 7/8" Rawl C- ,iik -':a anchors embedded in the wall, spaced at 12 -1/2" o.c., using 1/4" —20 machine screws and Key Hoie Washers (Direct Mount), OR inside a top track ( "h" header) at the head, which is anchored to the wall, and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle at the sill, using 1/4" —20 x 3/4" studs w /washered wing nut spaced at 12 -1/2" o.c. as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Wall Mount Sections, bearing the Dade County Product Control approval stamp. 4.1.2 Buildout Mount The panels are secured inside a "U" header which in turn is fastened, using 1/4 " -20 thru bolts with lock nuts spaced at 12" o.c., to the long leg of a 2 -1/4" x 5 -1/4" x 1/8" continuous aluminum angle at the head; this same arrangement is reversed and used at the sill, except that a 2" x 2" x 1/8" continuous studded aluminum angle is used instead of the header and the panels are fastened thru the 1/4" —20 x 3/4" SS knurled studs and washered wing nuts spaced at 12 -1/2" o.c. The aluminum angle is used to provide the build -out and is anchored to the wall, as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Build -Out Section, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a top track "U" header at the head, which is anchored to the inside of a concrete lentil opening; and fastened to the 2" x 2" x 1/8" continuous studded aluminum.. angle at the sill, using 1/4 " -20 x 3/4" studs w /washered wing nuts spaced at 12 -1/2" o.c., which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94012, Sheets 1 through 5 of 5, Inside Mount Section, bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4.2 Anchorage of the headers and 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. 94012, Sheets 1 through 5 of 5. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice cf Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shie:ds, 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 homeowner or tenant that the storm panels will not offer hurricane protection, unless all reinforcing straps and bolts are properly installed. Manue P.E., Product Product Control Division trol Examiner 1 WINDOW 38.25 39.75 .060" ALUMINUM I VERTICAL 1 47.75 3 39 (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER 2 I WINDOW 1125 51.75 ` .080 ALUMINUM I VERTICAL 59.75 9 194 25 (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT &KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT &KEYHOLE WASHER 3 WINDOW 119 52 .060° ALUMINUM' VERTICAL 60 9 ( 1 121 (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER CORNER PANEL WITH OPENING #4 4 VVI DOW 44.25 52 .060 ALUMINUM VERTICAL i 60 3 i 1 45.75 (DIRECT N.OU TAMPIN WITH TRUSS HEAD BOLT & OLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER 4 Q c I ICOT,.ftI I 91 75 17 151 77 11177. 711 /All 1 777170 (DIRECT MOUNT) TAMPIN WITH TRIISS HEAD BOLT 2 7 LIAClitO INSTALLED BY: ADVANCED ALUMINUM CONSTRUCTION ADDRESS: i 13149 SW 122 AVE. CITY: ' MIAMI STATE: FLORIDA YIP CODE: 33188 PHONE #:I (305) 256 -7773 FRANK'S PAGER #: (305) 3348241 OPENING 11 WADER 6 7 8 9 10 WINDOW 11 12 13 SINGLE SWINGING DOOR 39.5 OPENING TYPE WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW 14 SINGLE SWINGING DOOR 15 SINGLE SWINGING DOOR 16 GARAGE DOOR , OPENING 1 OPEN!NS WIDTH HEIGHT PANEL INCHES ! INCHES 112.625 75.5 3825 38.25 75.5 75.5 75.5 33.75 NO NO 5225 39.5 64.25 NO NO • TYPE 82 .060° ALUMINUM; HORIZONTAL 39.75 1.060" ALUMINUM VERTICAL 52.25 .080" ALUMINUM I VERTICAL 40 .060" ALUMINUM VERTICAL 40 .060° ALUMINUM , VERTICAL .060' ALUMINUM , .060' ALUMINUM ' .060° ALUMINUM VERTICAL VERTICAL VERTICAL 82.5 .060" ALUMINUM I HORIZONTAL PANEL PANEL LENGTH NUMBER OF NUMBER OF COVERAGE DiR CTION INCHES FULL PANELS HALF PANELS INCHES NAME: Mr. & Mrs. Stowe ADDRESS: 79 NE 93 SS CITY: Miami Shores STATE: Florida ZIP CODE: 33138 PHONE #: (305) 759 -3390 47.5 47.75 6025 48 48 6025 47.5 72.25 41.75 6 9 6 3 3 6 6 6 87 1 4 PANEL 11425 76.75 39 39 TOP OR LEFT SIDE FASTENER TOP OR LEFT SIDE FRAME TYPE (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER 83.5 BOLT & KEYHOLE WASHER (DIRECT MOUNT TAMPIN WITH TRUSS HEAD BOLT MOUNT) WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD 1 (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD 76.75 BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD 76.75 BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD 76.75 BOLT &HOLE WASHER BOTTOM OH NIGHT SIDE FASTENER BOTTOM OR RIGHT SIDE FRAME TYPE (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT & KEYHOLE WASHER 6 1 83.5 (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD (DIRECT MOUNT) TAMPIN WITH TRUSS HEAD BOLT BOLT & KEYHOLE WASHER & KEYHOLE WASHER SPECIAL NOTES TEST TEST LOAD DESIGN LOAD DEFLECT: :ON LARGE MISSILE IMPACT TEST SFBC PA 201 -94 48" span 88" span 120" span 144" span SATISFACTORY CTC -95 -001 Maximum 2 -1/4" 2 -1/4" 2 -5/8" 3 -1/8" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 88" span POSITIVE +143.0 PSF CTC -95 -001 •1 10.0 PSF CTC -95 -001 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 88" span NEGATIVE -143.0 PSF CTC -95 -001 -110.0 PSF CTC -95 -001 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 48" span NEGATIVE -10.0 PSF CTC -95 -001 -82.0 PSF CTC -95 -001 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 88" span NEGATIVE -130 PSF -82.0 PSF CTC -95 -001 CTC -95 -001 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 144" span NEGATIVE -39.0 PSF CTC -95 -001 -26.0 PSF CTC -95 -001 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CRL -S1022 Maximum 3.25" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 • • POSITIVE +106.0 PSF CRL-S1022 +81.5 PSF CRL-S1022 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -106.0 PSF CRL-S1022 -81.5 PSF CRL-S1022 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +122.2 PSF CRL -S1022 -81.5 PSF CRL-S1022 Maximum 1.37" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -122.2 PSF CRL-S1022 -81.5 PSF CRL-S1022 DESIGN PRESSURE RATING See Design Pressure Rating vs. Panel Span graph and Drawing No. 94012, Sheet 3 of 5. +91.4 PSF -9 :.4 PSF Weatherwa19/a Division ©f Metall Tech, Inc. 7. TESTS PERFORMED 7.1 TESTS: RESULTS: - 2b- ACCEPTANCE Nc.: 97-0K4.37 APPROVED iL.7 0 g EXPIRES : CET 0 9 210 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 heig:at above grad= of openings to receive shutters, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawing No. 94012, Sheets 1 through 5 of 5, 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. 6.3 This approval renews Notice of Acceptance No. 95- 0130.08, issued on June 22, 1995. Manuel 'er-z, P.E., Product Co Product Control Division Examiner Weatherwad9 /a DivisfioIIn of Metal Tech, Inc. -2c- ACCEPTANCE i 1c.: 97-3804.G APPROVED : OT 0 g "22 f EXPIRES : C d 0 5 000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUr. 8.1 Tests: - 8.1 Test report on Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pres <are Test of 48 ", 88" 120" and 144" span storm peels, prepared by Construction Testing Corporation, Report No. CTC -95 -001, dated January 19, 1995, . signed and sealed by Christopher G. Tyson, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 88" span storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL-S1022, dated August 15, 1994, signed and sealed by Vipin Tolat, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94012, 0.060" Aluminum Storm Panel, Sheets 1 through. 5 of 5, prepared by Ramms Engineering, Inc., dated August 5, 1994, revised on April 20, 1995, signed and seared by Robert S. Monsour, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection Report No. 07965/93, issued by Inespal Larninacion, S.A.. dated September 30, 1993, for Aluminum Alloy 5052 -H32. 8.3.2 Tensile Test Report No. 70 -02 -1 34810, prepared by ATEC Associates, Inc. dated 08/.0/94, for specimen S 1022, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: 8.4.1 Panel and anchor calculations, dated May 22, 1995, prepared, signed and sealed by Robert S. Monsour, P.E. Manu Perez, P.E., Product trol Examiner Produc Lontrol Division Weatherwall /a Division of Metal Tech. Inc. ACCEPTANCE No.: 97- 08:34.07 APPROVED T t:.: 129I EXPIRES : TT fl 253C NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewa. application ias been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed ':he required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approves as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel erez, P.E., Product Contr. ''xaminer Product ontrol Division END OF THIS ACCEPTANCE - 3 - A NlC'rSOR SPACING vz DESIGN PRESSURE 59.6 PSF 71.5 P5� I FT9. c = — ;. ?S. -- [ 3JA&D C>7�G2J<`if = :�.iL•"i't: C1RGt G FL21.".:1•��s...+. °ii.; -- cr z::1L .....10C.'t I "a1J:3C� GZ :::SZ1L•l'L 1 T :t: � � �.,o.+ + •-Cll.l:P G .C4cT�: a7;Z TL ,:�+� • ANCCSO.� TYPE '3 i�N...}a. 1 .:. 6 I (J �.�.'I SMEAR T1a t �.•'�� T3 . 0-i}. 3 QlLG sD9 R Ti 1S L ?711SE T V 171E 3?9EAd3 T 1JiLE ! 9 PS s1 Ft TEL SHEAR STUD ANCHOR NOT USF.r) !d AI CL:L CC y'' 18' 1P iP • 97 17 IT I 17 17 97 9P SP 14° 13 1G' 17 1P 1 94° 1 j 1 ' 1P 1P 1 p' • 11° • 1G' 17 17 90' 17 17 16" 1P 13 : 14° 17° 17 1GT 17 17 IT 1r 17 17 10° 17' tr 15 9' OF 9/d ° STUD ANCHOR 112°MIN. ET1EtEDf.1ENT 9 914° 88° SPAN 3° 90° 10 iP 17 17 14' 97 97 1G' 9S 97 l4° 17 IT 17 90 117 71° IT 10° 1Y 1 F' 95' 9 10 17 10° 14' 17 10' 17° 15° 1S 11' 73° r 17 17 17' 17 15' 9' 15 14' 17 I7 17 r ��11 t1 ' 1 914° 5/10 MAILED STUD ANCHOR 1 3/4' MIN. EL88EDC9 120° SPAN 3° 17 17 17 14° 17 17 17' 17 15' 11R• 13 8' 10' 17° 16' _ tY 14' 7, 14" 13' tg q° 11° 6' 16' 15' 14° 10 1P T 17 11' 11° S 17 • 6' 14' 13' 13' r 11' 6' 11' 10' 17 i T S 2" 1114° 67 SPAN ,° is t5' • 17 96 • 1r 17 I 17 17 I 16" 9FT° 17 14' 1 1P 1 1S 1 11 10' 1P ;P 1S 17' 11' 17 17 17 14' 17 17 10' 10' 1S 14' 15' 10 17 17' 18' 12' 17 S' 17 18' 15' tr 17 a g 1114° [d h1 I d 88° SPAN 3° 18 18' 18' 14' 17 10' is '.(T 10 j , '7 ° - 1S 16'. 11' 78 17' 18 12' 1 O" 8' 1C 18' 14° 13' 13' 9' 17 15' _ 1!T 11' ir T 14' is 13' 11' ir r 18' tr 17' . ? 1 S T it 14 11' 10' 10' - I ® L! 2• 1 /4 SLEEVE ANCHOR 1 114' MIP1. EMBEDMENT 1 914' 120° 5P8/4 3' 18' 15" 10' 11' • 17° T 14' 16' 13' 11' 11° 18' 12' 16 9' 14' 17 17 11' P g' 1S 11' 14 8' 12' S 10 11' 9' 8' 8' 6' 14' 17 12' T 1 1' S 7 1P S T T S' 1914° •, n 88° SPAN y^ 13" 18' • 10 ' 17 14° 17 1 13' 17° it° tz 17 17 1S 1S 14' 11° 12' 18' 11' • 1 IT 10' 17 17 1S 14" 17 10' 10° 17' 9• 17 S s 13' 17" 12' 17 11' 9• 9' 15' r 11 - T 8° V 2" 1 I I I -•� 4 1 1/4 1� 17 1/4' STEEL SLEVED 1 3/O° LIIPt. DRIVE ANCHOR EMBEDMENT «' 00° SPAN r 10 10' 15' 10' 11° 18' 10 13° 8' 9' tT 17' 12' 17 11° 9' s' IV 7 11° 7° 8 12' 15 10' 11' ¢ iP Zt tr T 9 6° T 10' lr tr 10 P T 7' 17 6" 0' 6' 6" 2° 14' 13° 1 1/4° 0 1/4' 211L4AC 1 3/7° CAIN. 1 B0° SPAN $° 17 15° iP 11' 7 8' P 13° 7' P 6' • T 10' 13° 9' P 8' S 7° 11° 6' P S S P 11' P • 8' • 7° 6° 6' 10' S T S 5- P 10' T • T • 6' S S 9" S 6' 4' a• HAMMER DRIVE E?48 EOMEPfT 2° 1 1/4° VARIOUS HEAD TYPES t i }a•yaµ}�tF T t �Tt �T�t t �' �' i1 t}IIL�IyI}dFS►i } tttt i}t) C17 SPAN 3 18' 17 112' 19. 91r 98' 17 10' 1r • 97° • 16° 17 18' 17 78 1P 1P 15° 16' 17 17 14° ir 10' 16' 1 P 18' 18' 1S 17 14 17' 13' 17 11' 7 17 10' 16 78' 14' 17 17 17 11" t1' 10' 6 - 2° 9 914° 08° SPAN 3 (T 1 98' 18' 18' 17° 10-' 1s 1(r 13° 17 12' • 9 IT 17 15' it 14' 11° 1 r 1S 1I° 11° 1P r 9s 18' 14° 14' 17 17 11" 13 10' P P T 14' 1 1T 17 17 10' 17 7 8 r S 7 las' MASONRY SCREW 112 - MIN. EMBEDMENT 1 114° 120 - SPAN 3° 15' 17 14° 14' 12' 10' 11' 13' 17 >i^ 9 T ° 17 17 - 1i' 12' 10' P tr 11 I B' 8' 1 7° 6' 11 17 17 10' 8' T 0' 10' 7' 7' 6' S T g- 6 6" 6' 4' 2° 1 1/4' 68° SPAN 3° 10' 18' 1C° 18° 17 1S 16' 17 14' 1r 13° 12' ° 10' 10' 11T 18' 10' 13' 1r 1r 17 15° i0' 10' l0° 10' 17 IT 10' 11' 12' 1 0' 10' 17 9' 7 - 3 12' 2° 9!4 u 71d° , 92• OIA MA CHINE SCREW ANCHOR 7/8' MIN. E148EDG1EN T SO SPARi 3° 18' 18' 17 17 10' 78' 11' 14' • 18' 12' 90° P ° 117' 17 .17 15° 17 70' 10' 15' 8' 12' C 8 18' 17' 17" 17 15° 9 9' IT 0' 10' T T 17 15" 15' 17 1r a to 6 2 92° 2' 120° SPAN 3° 16° 1 .7' 17' 7 f4' it B° 10' 7 7" T 16' 15' 14' 11° 7' 11' T 8' G 6' 14' tS 17 10' 11' 7 6' 10' 6' 7' 5' 5' 1 11' 11' tr 10' 6' 7 1Ir 7' 15° i t T 0 1'l�,Ml W000 APPLICATIONS ANCHOR TYPE BRASS n1OOD BUSHING T - _ 1° ttm. P[►1ETTtAT1Di/ IM TtiTT'a,'•, t I I l X I I I11I111 i 11I t i t 1 t� WOOD LAGS 1' L I:.INU C; 1roF11MEM' :14-20 114° air 7110 SPAN 68' SPAN C3' S?AC3 120 60 SPAN 88° SPAN 120 SPAN 68' SPAN 88' SPAN 120 SPAN 83' 'AN TENSILE I SHEAR 1FS' 17 1G' 13 18° 18° 9.17 83° SPAN 10 123 2,"7 S 17' 59.5 PSF 16' 17 17 13' .S 23' 71.5 PSF TENSILE SHEAR 18' 16' 18° 113' 13' 13' 105 14' 17 4Y 10' 81.5 PSF TENSILE 1 SHEAR 17 16' 7' 16° 12', 1 1° 16° s 11° T 11r 17 15" 11° 14° 1P 17 18' 15' '1 ' 12' • 18' TENSILE I SHEAR 1 0' 14' 16' 14° 10° 91.4 PSF 10' 11° O° 8' 17 24' 1P 20' 16' 18' 1 . 1 8 ° 17 17' 17 10 1S' 10' 14° I 17 12' 16 24° 17 24° 10 22' 1 1 17 20' 1F' 15 14' 11 63 ?6 4 1(s' 24' 19. 24' 1(f 24 1 P 24° 88'IIPAPI 17 24° 17 24° 1 10° 23° 1Q° 21° 1296WAAt 10' 23' 1 1P 17 17' 10' 15° NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICAT!ONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT 15 FROM MOUNTING SURFACE. EXCLUDING BRICK PAVERS AND CERAMIC TILES. gn a � ROBERtt PEP g EB'_00'0 6 0 24 tEriGU'1eI G, Eta 2 ,APPROVED AS COMPLYING Via THE -- ;SOUTH FLORIDA BUILDING COLE a SAT E- z BY � O aPRODUC ONTftOL DIV!S;OPI e; g BUILDING -CODE COMPLIANCE OFFICE QACCEPTANCE N0a51 a r 1 lc� Tr 06/05/94 . 51.0;x1 944!1 sop FEY HEADED_ - r. DW1M 7/ 16•• WQOPL r4O11 J STUCCO FINISH FOg MINIMUM 1715fANCE zeFEg r0 PANEL REFLECTION Cf WEA'MERWALL STOI'M PANEL 1/4 -20 FLOOR PLUG WnTN MACHINE SCREW ANCHOR° REFER r0 CHAR r GLASS WEATHERWAL L STORM PANEL 7 D 1 EFECT1GI J 0 7 TAI L ° 0 SECOND STONY WINDOW OPENING 4 Ex15TIN6 5T1ZL:CT 17 L TIE OEAM GLASS 17-rAIL A t 1/ 4 -20 FLOOR PLUG 1'/1TH 1/4 -20 BRASS WOOD BUSHING CONCP,EYE GAP STORM PANEL SECLIP.ED AT BOTTOM OF WINDOW WITH 5TLI170ED STP.AP 51LL A5 IN I7E1"AIL 13 NOTE: THE W&4THERWALL STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE Gf 1/4 " MACHINE SCREW ANCHORS IN COMBINATIOty WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHEk.5 OR STUD TYPE ANCHOR INTO CONCRETE. MASONRY OR BRICK. WHEN ANCHORING TO W000 USE 1/4 -20 BRASS WOOD BUSHINGS, IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 1/2" 0.C. WITH A MINIMUM EDGE DISTANCE IN ACORDANCE TO ANCHOR TYPE. 1/ a" FLAT 5112A.P I/ 4- 20 t 1 1/ 4 " STL87 . WITH 11R3vER CAP TO PROTECT THM2A75 vVi-eN 5TUGGO 15 — APPLIED 12 1/ 2" O.G. TYP. 1/ 4" MASONRY 50/V GTZ OT1-s rz APPYLOvEt, ANCHOR SPACED IN ACCORDANC` WITH "4 ANQ.1QZ t7 - rAI L STL C PLAY STRAP USED AS 1.2A92¢ C7CZ SILL WEATHE 1OWAL 5-rowm PANEL. i o a 1 ` �1 L- 1/ 4- 20 51r7EWALK ciOL.T WITH 1/ 4- 20 MACHINE XIZE W ANCHOR NOi S: C Pis511_,ICCO 5fC I WITH WA5H51; D WNGNUTS STOiZM PANEL CLIZEID V■EATI- ePWPL L. 5COIZM PANEL LIH WITH 1/ 4- 20 STUD AND WSEHHET WINf.NUT 511.1CCO ' I I FOB MINIMUM 1715TANI 1 att'SX 10 PANEL s✓ , n ii�6.ECT Cf I 9 a I 8 rZE MOVAC -LE 5R USED IN DOOR WAYS. LIH MAY AL50 DE USED M AS A WALL OLnTr HEADER CR SILL 51 Sf•AP5 ANG U HEAI7EPS TO C3E IN5TALLEG JUST C3 STUCCO 15 APPLI PANELS IN5TALLEG U5EI■6 STUGGEC2 51WAP AS HEAGEI: ANC, SILL_ MAY E3E HOF:IZONTALLY Op VEI'.TICALLY I?EFEP. TO ANCHR O SCHGULE F01' SPACIN ANG EGCE GI5rANCE PIMeNTION C I{ r 4� GL-A55 1:EF TO t7EFLECTON P.T CHA FOR' MINIMUM GiSTAItiCE '? GLASS ANG 5roi M PA.NF -L : WerI A .ICHOi iN i TO WOOIJ. THE WOOD MUST GCE A MINIMUM 2 X 4 EQUAL TO 2 SOUTHERN PINE ANG 5•1 UCTUI'.ALLY PANT OF THE FPAMING 5i UCTUI'. O SUCL L-Y ATTACHED T The E F1'.AMING+ 517ZUC i l:I'i:. y dr:* • ROBER'C,8:_•MO UR; PE * —OE}t 24 • t 1 IE €110 2In 1 G. C. 7�1"AIL WINDOW CONCIZE E CAP 7 111 13EAM 1/4 -20 ST1/0 WITH WINGNUT 12 1/2" O.C. (TrP.) FIAT STRAP 1/8 X 1 1/2 USED AS HEADER OR Sgt ANCHORED TO w000 WHEN ANCHORING INTO W000 uSE LAC BOLTS • SEE GENEP4L NOTES ON W000 HEADER OR S1LL P ODU . a'RFNE / WE A,C1 jj'ANCE No. 1 ° Ugdq • r T CONTROL DIVISIO CODE COMPLIANCE OE APF C`rEG AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE THE DATF BY PRONG CONTROL D :V•iS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09 c'O 13O.O p CE SEP/JR8 N 04 28 95 SHOT AI 94012 j 0(9CN PRESSLCir PANEL SPAN 21.00 144" 36.88 125" 47.81 117" 51.23 115" 58.06 112" 61.47 110" 66.85 108" 71.46 106" 75.30 105" 81.45 103" 86.83 • 101" 9 1.44 100" PANEL HEIGHT I 0 - -88° 88" -120' I 120 - M INIMUM DISTANCE BETWEEN GLASS AND PANEL WALL MOUNT I 2 1/4" I 2 5/8" 1 3 1 /8" INS/OE MOUNT j 3 1/4" 3 3/4" 1 4 7/2" 1 BU1 D O I BUILD OUT � 3 1/4" I 3 3/4" I 4 1/2 lo 90 80 70 60 50 J0 HORIZONTAL BRACE STRAP 1/4 -20 STUD .3/8° wires WINCNUT 12 1/2 O.C. x 1 1/2 ° FLAT ALUMINUM BAR SIDE V1EW FRONT VIEW 20 - DETAIL "A" 40 —b_ .L_.- - - I I I t r I T 91. P.S.F. 1 100' PANEL SAN r - 7 90 100 110 120 1 30 t. 14. III I -1 1 1 40 !WONT WEa SIDE WEW 1 ...Ili PANEL SPAN IN INCHES EXPLODED ASSEMBLY ROTE: CENTER PANEL STRAP IS NOT ;4EDU/ Z' % ^A P/y /E'. —1 i[H h1F11IT 160 170 HORIZONTAL BRACE STRAP -7 PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY 21.00 P.S.F. 144 MAXIMUM PANEL SPAN 1 PROM' 14L17 9C( Wr17 IIi1ll�ii�llilitllt� 190 180 HORIZONTAL BRACE STRAP LOCATION ELEVATION WALL MOUNT ANCHORING PANEL TOP & 8077OM NO NOR. OR SILL fezamuorc ACCEFrANa IVza - Dgb - 6'7 . TION DATE ( C By ^� P DC T CONTROL DIVISIO BUIL d CODE COMPLIANCE FRONT 44119 =it x147 HEADER TYPE MAY VARY, DEPENDING ON APPLICATION WALL IIIOUNT ANCHORING PANEL TOP de BOTTOM SILL TYPE MAY VARY, WALL MOUNT wrTH HOR. ANO S1LL DEPENDING ON APPLICATION SCE NOTES ANC CHARTS !OR ANCHOR TYPES ANO SPACING TYPICAL SECTION VIEWS PANEL DEFLECTION CHART (PONT N(7 SIC( I ROBS??'. : • LINSOUI, PE E := b 0 e>� is' nc J o b H 1H H(ADCR MTN 2.25x5.25 I/8' ANGLE _!LOCKING BUILD OUT MTH NOR, AND SILL L I N WITH 2.25 x 5.25 1/r ANGLE BLOCKING 0 48" PANEL HEIGHT NO PANEL STRAP REOU /RED 49" - PANEL HEIGHT ONE PANEL STRAP MIOSPAN Ise - ar PANEL HEIGHT TWO PANEL STRAPS' EVENLY SPACED ANO CENTERED af - 144" PANEL HEIGHT THREE PANEL STRAPS ONE STRAP MIDSPAN ONE ABOVE AND ONE BELOW MIDSPAN SPACED A T 1/3 OF MIOSPAN DISTANCE DETAIL AIL " ' INSIDE MOUNT WITH HOR. AND SILL AGax01UM GAP 5(rNEEN PANEL ANO HEADER 15 1/4' OW.) APPROVE) AS C3MPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT. E f I9 9 -3 BY PRODUCT CONTROL DIV!SIOl BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. L 36. O p S(P /Ja8 08/05/94 SHOWN 91012 VARIOUS DECREE CORNER PAN ' CORNER Par aso 1/8; I 2 5 /5 .725 T1 0 7 7/2- I RETURN 060 SPECIAL PANEL SECTION 2 7/7' TYPICAL PANEL SECTION MOUNfTNC HOLES 12 1/2 o.C. 2 5/r 7° 7 7/8' 0• -J /4' 4 - BLOCXbiG • 2' L1H dX� PAROZ 'nI m 0 BLOCrtwC y� w L`H I— 7 7,.• 1 1X2 PAM n o � 81_0C/(„ r °DUCT RENEWED ACCEPTANCE No.' - V ' OH . O I EXPIRATION DATE "110b z O .R• & UCTCOLNT.ROLDIVISIO MX:IX r r ODE COMPLIANCE O STUD MAY_ BE INTALLEO ALL STUDS sir ( IN REVERSE DIRECTION AU. AP 770N' INCLUDES STUCCO 11 TYPICAL c7H ----- 1/4 -20 X 3/e 18 -8 SYAINLESS STEEL KNURLED STUDS Is 12 1/2" 0.C. '� J /4° (ry',) ALL APPUC4T7oNS ANCHOR MOUNTING HOLES LOCATED ON • EITHER HORIZ01v:AL al? %ERT1CAL LEG. 1/2 FOR REM01/A5LE. 1/4.0 FOR P£R:.!ANtNT ANCHOR SPACING vs. 0(SIGN PRESSURE 1/8 ANGLE MAY VARY IN SIZE ANGLES STUDDED IN e.g. 7.5.71.5 2xJ. 2x2 ar .5.25,2.25 SHORTER LEG Oh2Y STUDDED ANGLE DETAIL 1/8° x 1 1/2'• PLAT STUOO£0 STRAP MAY BE USED IN PLACE OF ANGLE s. .a. -; _ w 2 - SOUi "; f FLORIDA 8UILDING CODES C'- ee'•-CTICNS 402.3 ADOPTION OF ASCE 7 -88. 2 . 3 1 4 . . . s FATIGUE LOAD TESTING, 2%37 5 IMPACT TESTS AND 1 994- S. B.C. —• OESiGN PRESSURE RATING: +9 7 . 4 oQOVVV a•�'�� • QIggOUR, PE 000'6024 a., s:�lG!t rc, TIC • DESIGN CRITERIA: WINO LOAD PER CHAPTER 2.3 C S.F.B. C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 "M INIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" DEFLECTION — L /JO w /2" MAX ON P051TIVE LOAO GENERAL NOTES: THIS APPROVES ALUMINUM STORM FOR THE FOLLOWING LOCATIONS: A. NON COASTAL ZONE BU/LDrNC 8. COASTAL AND NON COASTAL ZONE BUILDING ALL ALUMINUM EXTRUSIONS TO 8E ALLOY 606.3—T6 OR ECUAL STORM PANELS S BE •O 5052 H -32 ALUMINUM OR ECUAL PANELS DESIGNED SMOOTH OR EMBOSSED. WITH A NOMINAL W/OTH OF 1 2 7/2•' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED S HEREIN. EDGE DISTANCE SPECIFICATION TABLE APPLIES TO HEADER AND SILL A PPL /CAT IONS ONLY. ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 7/4 DIA. X 1 1/2" SLEEVED ORIvE ANCHORS ( STAR DRYVINS ) • 1/4 -20 MACHINE SCREW ANCHOR ( TAMPINS ) WITH FLOOR PLUGS. 1/4" X 1 1/2 MASONRY SCREWS ( TAPCONS ) 1/4" X 1 1/2" wEDCE ANCHOR OR SLEEVE ANCHORS. ( 7/4 X 3/4 LAOS OR #14 SELF TAPPING SCREW ) WITH LAG SHE/LO . NAILED STUD ANCHORS OR OTHER OADE COUNTY APPROVED ANCHORS NOT LISTED USED IN COMBINATION WITH 1/4 - 20 MACHINE SCREWS WITH 7/4 -20 NUTS AND WASHERS. 174 -20 WASHERED WINGNUTS, KEYHOLE WASHERS AND KNURLED STUDS. SPACING AS INDICATED ON THIS DRAW ING. ANCHORS SHALL PROVIDE A MINIMUM EMBEDMENT INTO THE WOOD. MASONRY. BRICK ANO /OR CONCRETE. REFER TO ANCHOR SCHOULE FOR MINIMUM _N E.OMENT. ANCHOR LENGTH MAY VARY YO ACHIVE THE PROPER EMBEDMENT. ANCHORAGE TO W000 CONSTRUCTION SHALL GE 7/4" STEEL LACS OR LARGER WITH 1 " MIN PENETRATION, 1/4 -20 BRASS W000 BUSH /NGS OR OTHER DADE COUNTY APPROVED ANCHORS. ALTERNATIVE ANCHORS AND CONDITIONS ON SHEET "v0. '5' 2 -5 EACH UNIT SHALL BEAR A PERMANENT LABEL SHOWING " WEA THER WALL A DIVISION OF M ETA L TFI !NC, I- IAL£Sire t L DADE CO UNTY PRODUCT CONTROL A PPRO VED WA RNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING. STATING STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFCRC/NC - STRAPS ARE PROPERLY INSTALLED •• DURING WINO VELOCITIES EXCEEDING 75 M.P.H. PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS. THREADED CONES OR METAL SHIELDS. NOT IN USE_ - MUST BE PROTECTED AGAINST CORROSION. CONTAMINATI(:N AND f7A /WA E AT ALL TIME. p —9 1 .4. psr APPRO1fED AS COMPLYING W TH THE SOUTH FLORIDA BUILDING CODE DA19 B PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 —0130.0'6 • 04/20/95 5F' U e. d sEP /JAL �. 05 (.0. 7/4 X 7 LAC BOLT w1n1 LEAD SHOW OR SCE Ncrr * RHEA/ ANCHORING INTO 2000 usr ..•c ears 09 SCE NOTE I, DETAIL 13 DETAIL 9 FLOOR AN0 MACI6NE SCREW ANCHOR „� - 1H:C.:NESS VA9 Q CORNER PAN ANGLE MAY VARY H 1 H HEADER wTT71 1/4 A r LAGS INTO 2R4 LEDGER IF NO 2174 LErGER use LACS TNT0 TRUSS R£7URH WITH FLAT l7ASHERS USE 7/16' LACS 1YH£N 24'0.C. SERVE' 1HRU w1NOOw STORM PANEL J /8' THRU&OLrS 9 1/2 o.c 21716 2X- ANGLE OH 6071011 97110 PRESSOR£ 71.5 P.S:r. LSAX, wurowar PANEL LCAGTH 41f H1H HEADER WITH 204 WOOD BLOCKINC 97774 J /8 LACS ITEM MISS* RElU?N USE 7/76 LAGS TRIER 24 :4- 1 1/4' LMAXLLIU/1 "-- wow COUH1ER 1 /e' L/44'17AUCNESS COUNTER KAY Bt MA0£ or OTHER /I AIERTAL 1/4• X 1 - I/2 601144£8 DRIVES OR SEE NOTE >� REFER r0 HAROUARC SHEET fOR SPAC1,v/ CONTINUOUS 2.25 X 5.25 x A.Asorx VARES (LINGE KAY BE REv RSFD OR ROTATED HORIZONTALLY 1/4 -20 771211 BOLT r4'/ LOCK NUT 12 0.0 C HG4D£R OR SILL vARIOt/S 512[5 RETURN PAN f VARIOUS SIZES R77URN PAN, APL TUBE OR *W0 1446: L -u5E71 D,:4 Al RAW MR CDA1D9n0/ ro CLOSE OFF Oros 1/8 X 1 1/2 FLAT BM STUDDED 777TH 77/WCMUTS c SILL LIM FLAN VIEWS DETAIL 9 4. 0 4 c.re.v+L • rc TE .'icCO READER OR SILL VARIOUS TYPES E.D. 71 AI HLs00R OR SILL H7H 1/4 -70 m/0 war, rarirdwr 7/4 -20 FZ009 PLUGS 177TH E44CH1N; SCREt7 ANCHOR OR SEE NOT7 r7710I AA'a1O54124C QR0 2,000 Us£ LAO 60L73 OR sE£ %Orr ¢ 77H OR 0:7448 1. ST7/OOfD ANCLC 2/47 8E uOUNTED IN RIVERS( coatroom L (12 CONTINUOUS 9(0047240 _ 1/11 ANQI VARIOUS SIZES SCE OR BOLTED =MDRR 97871 /14 X J/4 sELPTA PoiO soaves OR 1/4 -7o Mill BOLT n/ LOCK fur 1r 0.C. C n a USW AS HE OR SILL .. 7/4 - FLOOR PLUG 147774 44111981E 507EW? 440408 OR SEE NOTE , 71.5 PSF MAX. DETAIL 10 2000. COACRE7r OR mAsoNARY /104071 OR SILL �- C510RM PANEL 5DTTI� trararV0 Kat 7.77 8C USED l CalTER /250 07 P112. T7/•. poi ALL N P. 07 5=CGAL PAp C 120/0 FULL 5:0111 PANII. V!J- r:Di15 CO.VIGiiaAiiOT1 n C B H28) - 1 HEADER, LIH 511. OR 77 s41 LAG 801.7 779, * OR S(L.01.745077. E NO75 SEE GENERAL NOTES ON W000 HH£ADER OR SILL DETAIL 14 ® 7 LAG EOS 1S 0P SEE AVM S7 7X000. crncnl7£ OR vASOI64RY 11040(8 oR SILL DETAIL 1 8LOCK7NC VAR1OJS SIZES 09770%4. USE Or 1/C ANGLE FOR PURPOSE or C.YT£N04v0 2471 FLOOR PLUG AND MACMN£ SL'RE'a• AN010R 7/4 -50 � (3 777021 a&a (404 szg ticalar 027 vAR/0U5 TYPES 7/4 - 20 7RUSS HEAD 7/ (OCK Nor 12' 0.0. 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BOLTED 700577458 321m 7/4 - 70 THAI 80(7 17/ LOCK Nut 7,7" 0.0. 1/4 -20 FLOOR PLU0 71174 /440GUE SCR07 NKXCR OR SEC NOTE lT 1/4 - 20 577/0 7/17H 2NCNUT (TIP.) 7/4• /4450NRY 5CRESr 1 1/2' 4494. EM8EDMENT OR SEE NOTE 4 Ia LIN SILL .125 OR OTHER HEADER AND SRI /07104/5 TYPES c0N77M/0US WOOD BL00'ONG VARIOUS 512£5 DETAIL 15 - GEERAL NO7 : WHEN ANCHORING. TO W000. - THE W000 MUST BE • A Mi211UM 2 X 4 EQUAL TO P2 SOUTHERN PINE AND STRUCTURALLY PART Or 111E FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE REFER TO SHEETS J dr 5 FOR: MINIMUM • DISTANCE 8F72EEN cuss AND PANEL ANCHOR SPACING FOR SP£C1F1C ANCHORS EDGE DISTANCES (ED.) FOR SPECIFIC ANCHORS *SEE ANCHOR SCHEDULE FOR ALTER,;ITV: ANCHORS i 2, 4-70 ;:..D u r' n1H z-'-C.w17 "r..; - 2 1 1 • ,.. 6i4r 5717 1/J x r ! us4D AS ',surf? 0R slid 0^26202750 To cc:yr• 57 L4a8x77 OP CR=.7 /4 4'430%9)' SCRC775 CR�KDIEtr 7• 7'� 2 TC 489270V£D ANCHORS 77 1 51575 APPLJCAT1ONS DETAIL 4 92108 ANU�RINC INTO 71000 u5£ LAC coos OR SEE NOTE * SEE G£N£RAL NOTES ON w000 NEAO£R OR SILL DETAIL 7 7/67 8( &CUM v07710ALLY oR NO7$2GV1ALL 7 71.5 P5F MAX. 1/4 -20 sato 74TH 7Na•GH77 77 7/7 0.0. 171 9) FLAT STRAP 7/8 x l 7/7 7/550 AS HEADER OR SILL ANCHORED 10 21000 COH 7 W1/OU S - 745704(0 TOC(7HER 47R+ 47R+ /64 87.2575 oR /B 72417 SCRCMS 7/4 UA50NRY SCREW r 1/r £M9£0ED 0" E0 A1 nrr DETAIL 17 c DETAIL 12 HEADER OR 5174 vAR10U5 SIZES 49:1744 ROBERT. S' LTCIi�UR1 PE EB- YO.06024 W11 CEMICtES 1ENC. 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MASONRY OR BRICK WHEN ANCHORING TO MOO USE 7/4 - BRASS /4000 BUSHINGS, IN COMBIN4 1707 WITH 1/4 - 20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW KITH KEYHOLE WASHER. ANCHORS ARE 70 BE 12 7/2" o.c. WITH A MINIMUM £DG£ DISTANCE .N ACOROANC£ TO ANCHOR TYPE. �Lr. 0 0 CO3 m DO O O 1/4 -20 NUTS - 1�nn�af7nxHiA 19 /2 -:0 k I PAN 0R TRUSS hE - C 1/4 -20 X 1 HEX HEAD 7/4 -20 X J/4 KNURLED 5rU05 18 -8 STAINLESS STEEL. 1/4 -20 X 1 FLOOR PLuCS ( 5100/WALK Mrs ) 78 - 5TAIN1E55 STEEL MACHINE TYPE SCREWS MAY BE VARIOUS LENGTHS Kt MOLE WASHER t WASHERS ✓ 7/4 -20 w4SH£R£0 WINGNUTS 7/8 0.0. YER7?CAL 11115: ON ELEVATION Ei APPROVED AS COMPLYING W TH THE O ,� SOOT;;. FLGi IDA BUiLDI16G CODE ne >1 DATt .• ` . _- �1t q �BY 0 E... 5 PRODUCT CONTROL DIVISION •,BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N &5-Oi •6K z SEP/JR8 08/03/94 5/40/44 9 a m 0 m j