Loading...
1077 NE 91 Terr (8). 1 . 'lorida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under renewal number 99- 0804.01. (Previous number 99- 0105.03) This letter authorizes K & H Construction Group to use our 20ga. panels under number 99- 0804.01 to be used at the following job: /07? /?/F i/ Sincerely, Victor V. President or Enrique Revilla Vice - President 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. PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka FL 33054 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0804.01 Expires:01 /04/2003 Approved: 01 /21/2000 Internet nail address: postmaster@buildingcodeoaline.com ai„ MI� DADE MIAMI -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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372 -6339 20 GA. Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Lrfrk, rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Florida Storm Panels, Ihc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 99-01'05.03, which was issued on February 5, 1999. It approves a 20 gauge galvanized steel storm panels shutter, as described in section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -097, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #2 dated December 23, 1999, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or•the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ACCEPTANCE No.: 99- 0804.01 JAN 2 1 2000 APPROVED EXPIRES : January 4, 2003 4 Helmy A a kar, P. E. - Product Control Examiner Product Control Division 2of3. W _ 3 SCALE HALF SIZE L 035• Ill MAX 090 - ITYP1 01/04/00 13:00 33 1813 "F" TRACK WINGNUT 6 -1 14. (TYP) S 00 1 • f 1S.0 LOCATION/ Los SCALE HALF SIZE EXISTING CONCRETE. HOLLOW BLOCK OR "000 FRAMING 169" 25 WIDTH UNLIMITED IPERP TO PANEL SPAN) SECTION PROOUCT MARKING r PROOUCT MARKING (OPTIONAL LOCATION! 1.50' 12 50 COvERAGE 1 1. 5 0 - O STORM PANEL SCALE 3 • r -0' S 00 3300 1 100 - 1 1100 - I OPTIONAL LEG DIRECTION 1O STANDARD CHANNEL SCALE HALF SIZE EXISTING CONCRETE. HOLLOW BLOCK OR Y/000 FRAMING TOP MOUNT 000 PLAN VIEW OUSE r ■ r • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 0 1. TyPIEAL ELEVATIONS OS L 16 ITYP ) • r TUBE. MAY BE uSEO w,ERE REOUCEO SEPARATION FROM GLASS IS REOUIREO SEE SEPARATION FROM GLASS SCHEDULE. SHEET L ANO PLAN VIEW 1 NOTE 0 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW L NOTE 01 BOTTOM MOUNT (X) OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT OVERLAP FASTENERS OR REINFORCING TuBE REOuIREO TOP MOUNTS SHALL BE "h" OR - U HEADERS. BOTTOM MOUNTS SHALL BE "F' TRACK OR STUDDED ANGLES WITH STUDS (A 6 - /L' OC. OR DIRECT MOUNTS WITH ANCHORS 6 -1 /1. 0 C f Y — 16 GAGE GALV STEEL GRADE SO 16 0 0 V% OVERLAP FASTENERS / TYP ISEE NOTE • 8) (Sl 16 GAGE GALV STEEL NGLE CLOSURE PIECE 1 • 2 MIN TO 2 • 5 MAX FASTENER (tD 12 0 C FOR OESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8 0 C FOR DESIGN LOADS GREATER THAN 100 PSF ISEE ANCHOR SCHEDULE FOR ANY AC(EP TABLE ANCHOR' 0 2 000 n • 375 o ( 1819/—*. 2 000 - "h" HEADER SCALE 3 • l'-0 5.00 SOFFIT CHANNEL SCALE HALF SIZE 1 - WIDTH UNLIMITED I. GAGE GALV. STEEL 5 00" MAX CLOSURE SCALE 3 • r_0 (PERP. f O PANEL SPAN) 1 /L MAX 13 EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING r o .1 • 0 O 050' GALV. STEEL GRA SO OR ALUM. KEYHOLE WASHER SCALE HALF SIZE TOP MOUNT 07 BI OR DIRECT MOUNT 1 • r TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REOUIREO SEE SEPARATION FROM GLASS SCHEDULE. SHEET 1., ANO PLAN VIEW L NOTE 0 SHEET 1 OVERLA FASTENERS 158E PLAN VIEW & NOTE 01 BOTTOM MOUNT 6 -1/1 (TYPI 0® OR OIREC T MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 8. BOTTOM MOUNTS SHALL BE - F - TRACK OR STUODED ANGLES WITH STUOS @ 6 - 1 /1 OC. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1 /L' 0 C. PLAN VIEW SCALE 1 -1/2" • 1"-0 2 000 062 f a MIN 005 "h" HEADER SCALE 3 • 1' -0 11/32 .9.18 1.987 0 N 0 Z S/0 - 0 1 1 \� 1 /L MAX V 1L USE 1 . 1 . 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 0 1 TYPICAL ELEVATIONS 15 S. 0 (TYP) 14 ° 0[Ell- t6 GA. STEEL TUBE SCALE 3 • 1'_0" WIOTH UNLIM(TEO (PERP. TO PANEL SPAN) S V ON Ifa SCALE . 3" • v -0" 1 /L -20 • 3 -1/2 BOLT WITH WASMEREO wINGNUTS (0112 -1/2 DC.ITYP) w O OvERL AP MIN 17 14. GAGE GALV STEEL ANGLE CLOSURE PIECE 0 "U" HEADER 0 12_ /2- BOTTOM MOUNT (TYPI j L 00 OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 3) NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP & BOTTOMMOUNTS SMALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 12 -1/2 0 C OR DIRECT MOUNTS WITH ANCHORS @ 12 -1/2 0 C 125 '.I 6063 - ALUMINUM 3 MAX 5a ANGLE O S CALE 3" • 1• -0" 16 GAGE GALV STEEL FLORIDA STORM PANELS. INC. OPA LOCXA. R DADE COUNTY PRODUCT CONTROL APPROVED 2" MIN FASTENER (5 12 0 C FOR OESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 0" 0 C FOR DESIGN LOADS GREATER THAN 100 PSF ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING F 11.50 - 1 ANGLE 093" TYP. SCALE . 3 - • v - 1 TYP. 1 I � liL S S •STUD !TAILS FOR SPACiNG1 1 2 - . 3 - . L OR 5 O ANGLE O STUDDED ANGLE SCALE 3" • t' -0" S CALE 3" • t' - GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1991 COITION FOR MIAMI -OAOE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -90 - MINIMUM OESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL 11 • .035 CONFORMING TO ASTM A653, STRUCTURAL QUALITY. GRADE L0. G 60 GALVANIZED COATING. WITH A MINIMUM Fy • 16.7 4/54. ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6, U.O.N. L. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED A5 FOLLOWS. 5. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED W PRODUC TESTING. 7. TOP L. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS O(CTA PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE 8 PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIOSPAN TO A 1 • r • 16 GAGE STEEL TUBE USING 1/6-20 • 3 -I/2 BOLTS w/ DIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS !SEE TYPICAL ELEVA 15 1 16 ( PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIOSPAN w/ vL -20 • r 6Cl TS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNU TS (SEE TYPICAL ELEVATION 15 L 16 ) FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 1 TUBE ARE NOT REOUI E0 NO STEEL TUBE AND OR FASTENERS ARE REOUIREO FOR TYPICAL ELEVATION 17 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR :MPACT. CYCLIC ANO UNIFORM STA TIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. ANO 203 DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No 95 -032 ANO No 96 -009 10 A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ANO /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �/ i. _..tom. 2/ 7o0 ° L. PRODUCT OL DIVISION BUILDING CODE MPLIAN E OFFICE ACCEPTANCE NO � d(°4 D/ • 111 NZ >2 <0 <1 0}- NQ) N O N 0 to N u7 O� Qc' N J LL Q J 310 Z 090 0 ‹tcq31 • � 0 v� V.J. KNEZQR PROFESS • (E WE ;FL L. '1 e No PE 0 0983 •1• •S NOTED 0 f d'•_n oT ` MC a•upn oT 4n•cr•a o V /N 11 vlx Ar•...np no g9 -097 sheer 1 of L V.J. KNEZE C - PROFESS • EN •• E • FL LIc s- No PE 0 1.983 1 /' ._ 1 2 1999 Imo •c•I• 0/••• 6T •S NOTED MC 0••.q• by b Jrcn•.r•a V 1 K L %P of or....ng no 99-097 ( sneer 2 of t SEE MIN SEPARATIO FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHEOULE IT•BLE 21 GLASS OR 000R 01/04/00 12:55 °Air_ QCONT. EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING ANGLE TO WALL DETAIL w000 STUDS p 24 0 C MAX EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEOULE.REFERENCE CONNECTION • TYPE 2' 1/2 FASTENER. SEE ANCHOR SCHEOULE.REFERENCE CONNECTION •TYPE 1• A O WALL MOUNT SECTION SCALE 3" • T -O SCALE 3" = r - Q CONT • • Z J z 4 x 4 E 7 I114SMS @%0" 2 - 1/4 • 4 -1/2" S S LAG SCREW (a 24 O C MAX W/ 1 -3 /4 PENETRATION IN CENTER OF STUOS 1 • 4 • 12S OR 2 • 4 • 125 Al IUD( OR 2 • 6 P T 44000 W• 1/4 LAG SCREWS tY OC w/ 1 -1/2- EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS OE TAIL MAY BE uSED AT TOP OR BOTTOM Of PANELS i R Q PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO x 72 PSF. WALL MOUNT SECTION (BOTTOM) 1/4 MAX 1•4 -20 MACHINE BOLT L WINGNUT 90 (lb 6-1/4"0 C. OR 12 -1/2" 0 C uSE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 1/4 - 20 MACHINE BOLT S. WINGNUT 0 (A 6 -I /4 OC OR 12 -1/2" 0 C USE STORM PANEL LENGTH CORRESPONOING To STUDS SPACING (SEE TABLE U SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR EXISTING W000. CONC OR HOLLOW BLOCK STRUCTURE --� {TYP 1 ©CONY. E i O GLASS OR 0008 SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE3• 1 EXISTING CONCRETE HOLLOW BLOCK OR , w000 FRAMING G L. O WALL MOUNT SECTION E (DIRECT MOUNT) SCALE 3" • 1• -0" 1/4" MAX 1/4 -20 MACHINE BOLT L WINGNUT 90 (A 6 -1/4 O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING CONCRETE HOLLOW BLOCK OR EDGE 0IST. w000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 3• © CEILING /INSIDE MOUNT SECTION SCALE 3 = T -0" • REMOVABLE FASTENER ell 6 -1/4 O.C. MAX. FOR SYSTEMS I OR 2 AND (1) 32 -1/2 0 C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE(•. USE 1/4 - 20 STAINLESS STEEL TRuSS HEAD BOLTS WITH KEYHOLE WASHER © ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 1/4 - • ELCO HALE WITH WASHEREO WINGNUT 6 -1/4 0C MAX FOR SYSTEMS 1 OR 2 ANO (B 12 -1/2 0 C MAX FOR SYSTEM 3 BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE 1 • . EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING W N EMBED W 0 O W SEE MIN. SEPARATION FROM N O OR 1 . 4 • 12S Al. TUBE (OPTIONAL) 7 SE GLASS OR 000R E MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 T YP.) GLASS SCHEDULE (TABLE 2) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE • 10 11 0—tf 0 3 /t" TYP NOTE : USE OF THIS DETAIL IS LIMITED TO F SOFFIT MOUNT DETAIL SCALE 3" • 1' -0" FASTENER. SEE ANCHOR SCHEOULE.REFERENCE CONNECTION •TYPE • 1/4 -20 MACHINE BOLT & WINGNUT O 12" O.C. TYP TOP & BOTTOM _ y — 02 OR 1" / 1/2- m iz a// .4 0 N 0 N OPTIONAL LEG DIRECTION 0 -L. 1/4 FOR COMPON 'C ANO 3/4 F R MPONENT�3 N12 SMS 8ETwEEN TRUSSES r 10" 0C MAX (— 1 /4 MAX. BY DAT PRODUCT CON 1/4 MAX ENT 1/4 -20 MACHINE BOLT S WINGNUT O (A 6 -1/4" 0.C. OR 12 -1/2" 0. C. USE STORM PANEL LENGTH CORRESPONOING TO STUDS SPACING (SEE TABLE 11 NOTE :USE OF THIS DETAIL IS LIMITED TO =72 PSF © BUILD -OUT MOUNT SECTION SCALE . 3" = v -0° THREE 1/4'•0 WOOD SCREWS W• 2 MIN EMBEDMENT OR THREE 44000 BUSHINGS w/ I MIN EM8E0MENT (TYP AT EACH JOIST. TRUSS OR RAF TER(fl 24 0C MAXI 2 • W000 JOIST. TRUSS OR RAFTER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE _ DIVIS:ON loo BUILDING CODE COME OFF Cj ACCEPTANCE NO Y"--- ( �� C 42 / ±72 PSF. W -< >2 �/ 0 I Q rt J V 0 f- NN C L U) d � CL > o (° [Lb Z Q� (n Nu QJ 3 -o Q W ZUo n OCn Q to J LL a D LL 0 STORM PANEL SCHEDULE - NEGATIVE DESIGN LOAD (W) (P.S.F.) SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1 /4 O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE - F" TRACK OR STUDDED ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH • ANCHORS @ 12 -1/2" O.C. , • MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 -0 - 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 . 10 -6 8 -8 60.0 10 -1 10 -1 8 -8 70.0 9 -8 9 -9 8 -8 80.0 8 - 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 - 7- 11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 150.0 4 -7 7 -1 4 -3 160.0 4 - 6 -11 4 - 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 S • 2 -9 r'- ra.•■■ al. ■ • VT' }.- -ALT. LEG DIRECTION ETYP) GLASS OR 000R SEE MIN. SEPARATION 41 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING O ALT. BUILD -OUT G MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OvER LEG OF - F - TRACK n1 / n4 /110 12:54 SCALE : 3" • 1' -0- ALUM OR GALV STEEL SPACERS AS RE0'D FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE t• 0 0 0 EXISTING w000 OR Hollow BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEOULE.REFERENCE CONNECTION • TYPE 1 • 0 1/4 -20 MACHINE BOLT & NUT 60 12 O.C. Sa CONT. (TYP, TOP 1 BOTTOM) EQUAL 1 / C - MAX. SCALE : 3 • r -0•' 0 1/4 -20 MACHINE BOLT 1 WINGNUTO9 LID 6 -1/4 O.C. OR 12 -1/2 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 11 EXISTING CONCRETE F ASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION • TYPE 1 • �. ►tea i81 Al \11U1 \YI' _ ) EMBED ITYP) SEE MIN 4 SEPARA TION FROM GLASS SCHEOuLE (TABLE 2) 0 ut� EXISTING CONCRETE HOLLOW BLOCK oR W000 FRAMING FASTENER. SEE ANCHOR SCMEDULE.REFERENCE CONNECTION* TYPE I • SEE MIN. SEPARATION FROM 1/4-20 MACHINE GLASS SC BOLT A. WwGNUT 09 (TABLE 21 is 6- 1/4 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING O ISEE TABLE 11 TYP. I TOP 11 BOTTOM ALUM OR GAL STEEL SPACERS AS RE3'0 0 FASTENER. SEE ANCHOR SCNEDIAE. REFERENCE CONNECTION • TYPE 1 • O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL SEE MIN SEPARATION FROM GLASS SCHEDULE ITABLE 21 O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL SCALE 3 • 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • IN 5/8 STUCCO FINISH (LEG MAY BE REVERSED! WIRE LATH MAY SE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3" • 1' -0" 1/4 -20 MACHINE BOLT & WINGNUT CI 0 - 0.C. OR 12 -112 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING ISEE TABLE 11 1/4 -20 MACHINE BOLT 1 WINGNUT09 0 6 -1/4 0.C. OR 12 -1/2 O.C. USE STORM �. PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE II ANGLE MAY VARY O K ALT. CORNER DETAIL SCALE : 3 • 1' -0 0 T A B L E 1 2 ■ 2 • .125• HIN CONT 7105 -H1L OR 606)-T6 ALUMINUM ALLOY OR U GAGE GALY. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2 • 1*-0 OPTIONAL HANDLE LOCATION 1/t -20 S.S. BOLTS 1 WINGNUTS09 'til\ p MIOPOINT OF PANEL SPAN OR O Sr 0C. MAX. (TYP) 3 /B MOLE FOR FASTENING PANEL 8 • 3 = 1/L • r . •LUMNUM ANGLE 0 1-1/7" • 1-1/2 - AL. STUD ANGLE B • 3" • 1/4 a V- 1 -1/2 ALUMNUM ANGLE 1/L -20 STUD W/ NUT 1 /L - 0 POWERS CALK -IN w/ 7/8 MIN. EMBED IN CONC (2 3 0 C OR 1 /L - m POWERS STEEL DROP -IN w/ r MIN EMBED. IN CONCRETE 05 3 INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PUNCH HOLES IN AOJACENT PANELS TO RECEIVE THIS I/L -20 BOLT. PLACE PANEL OvER EACH ADJACENT PANEL ANO FAS TEN WINGNUTS FROM THE INSIDE IMAY BE 1 OR 2 PANELS WIDE1 NOTE : USE OF THIS DETAIL IS UMITED TO s72 PSF AND A MAX. PANEL LENGTH OF 11' -0'. OL STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE . 1 -1/2 . r - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ! /Zll 2/ Pe BY V._ PRODUCT CO ' DIVMS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 79-ONP07 ZZ 1- w� 1... U _ Ua O � CT) m In Q 2 be = W UO —2 >� w - N w z Z U h z I 1 of 111P, NZ J V 0 QJ (� W 01- NN c 0 0 n INES (O.a.gn oy l v pi ( o n ra.• by He ( yi v Ili or awmq no. 99 -097 sneer 3 of 4 - FASTENER MAXIMUM ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS S''ACING (INCHES REQUIRED FOR VARIOUS ANCHOR TYPE (W) f1 X. A X (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5'-6" (SEE NOTE 1) SPANS UP TO 8'-7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) SPANS UP TO S' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 1V -0" (SEE NOTE 1) CONNECTION 1 2 3 CONNECTION PE 1 ON 2 3 CONNECTION ION 112 3 CO TYPE 1 2 ION 3 CONNECT 1 2 ON 3 CONNECTION TYPE 1 2 3 (SEE NOTE 1) ;M.IIIIIIII11111111111N1111111 1/4 1 - 1/2 - 111►% - 0 ITW TAPCON W/ MIN. EMBEDMENT 48 12.S 12.5 11.5 (SEE 8 12 5 5 6.25 12.5 125 12.5 12.5 11 12.5 12.5 7 11 62 12.5 10 12.5 3 -1/2 6.25 12.5 3 5 123 12.5 12.5 12.5 7 10 12.5 4 8 72 12.5 • 9 12.5 2 5 12 3 4 12.5 12.5 12.5 12.5 5 9 12.5 3 7 92 12.5. 7 12 11 4 9 3 12.5 7 11 12.5 3 7 12 5 230 8 3 8 8 3 8 10// 11 5 10 4 ----1 10 4 1 /4 ELCO MALE / FEMALE - PANELMATE W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 11 12.5 - 7 12 5 12.5 12.5 12.5 12.5 6.25 8 125 6.25 62 12.5 8 12 6 5 9 4 `' 12.5 10 10 12 3 6.2S 9 / 5 72 12.5 1 10 / 4 8 3 12.5 7 8 10 3 5 8 4 92 12.5 6 8 / 11 3 r 6.25 12.5 4 6.25 ,�4i�a' 8 4 4 6.25 a 3 230 5 �%'/� * 48 �1i1� 6.25 6.25 48 12.5 123 12.5 12.5 6.15 10 12.5 8 8 12.5 12.S 12.5 12.5 12.5 12.5 12.5 10 12.5 1/4 POWERS W/ 7/8' S. 1/4 -20 STEEL MACHINE CALK EMBEDMENT STAINLESS -IN SCREW 62 125 12.5 12.5 125 12.5 12.5 12.5 12.5 6.25 8 8 12.5 12.5 5 5 625 625 12.5 12.5 125 125 12.5 12.5 12.5 12.5 9 9 12.5 12.5 12.5 12.5 6.25 6.25 10 10 62 72 12.5 12.5 11 12.5 • 7 12.5 1. 5 12.5 12.5 12.5 12.5 7 11 12.5 5 9 92 125 8 8 12.5 5 12.5 3 4 125 10 12.5 12.5 5 8 12.5 3 7 230 11 3 11 3 11 K 3 115 3 6 125 3 6 12.5 3 6 48 625625625625 • 625625 4 6256256256256256.256.256.25 4 6.25 62 625615625615 625625/ / 5 625625615615 4 6.25625 6 o 1 /4 ZAMAC W/ 1 EMBEDMENT ) POWERS NAIL -IN - 1 /8 MIN 72 625625625625 5 6 25 f 4 6 256256256 25 3 6 25625 5 92 6 25 4 6 25 6 25/ 4 6 25/ 3 6 25 4 6 25 6.25 5 6 25 4 2 30 S /' S/ �. 5 //�� 6 63 6/ 3 6 3 ia111111111111111111 1111111% 48 125 125 7 9 3 4 7 3 12.5 12.5 10 11 •4 625 9 5 6 2 11 6 25 5 7 6 25 5 3 ' r / !r / 3 5 ed A 12 5 8 8 9 5 7 A 4 1 /C - 1/4'0 ITW TAPCON W/ 1 -1 /4 MIN EMBEDMENT 12 5 7 7 r 4 6 • 3 72 92 10 7 '' 4 3 3 Mr/' 9 3 5 6 r 3 4' d 4/ /// 4 K 230 1/4 ELCO MALE/ FEMALE - PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12 5 11 12.5 6 7 12 3 5 12.5 12.5 12.5 12 5 6 25 8 12 5 4 625 62 12.5 10 '8 12 5 9 9 1. 125 10 10 12 625 9 r e, A 5 4 72 125 7 1 10 / 4 8 0, 3 125 7 8 10 5 8 92 125 5 4 6 ' ,� i' 8/ a�eal 3 6.25 // 12.5 5 4 6.25 8 5 A 4 ,' .Arani�' 6 25 a 3 230 48 12.512.5 9 12.5 6 10 3 1. 12.5 12.512.5 9 12.5 7 * Egl i 62 125 9 7 10 4 8 / 3 125 11 11 12 ' 4 7 10 8/ 7 AO 5 4 3 1 /4 - 0 POWERS CALK -IN W/ 7/8' EMBEDMENT s. 1/4 -20 STAINLESS STEEL MACHINE SCREW 72 125 11 4 6 F. 625 5 9 r A � " 4 3 r 7 S 6 i or P 3 r % 125 11 S 7 4 9 7 11 8 3 6 r 4 92 230 -5 /. 3 5 / 3 5 3 6 8 625625625625 4 625625 5 625625625625 5 625625 6 62 625625625625 625 5 1 6.25625 5 4 6 250 6 4 3 625625625625 3 6 625 A 4 / - 1 /4 ZAMAC W/ 1 EMBEDMENT m POWERS NAIL N -1/8 MI N 62 625 5 625625 5 6 25 f 4 a 3 j 72 6 25 3 5 5 3 4 6 25 3 6 25 6 25 j 4 5 2 30 4' r et 4 4 r '/ 4 4 i r 4 FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS S''ACING (INCHES REQUIRED FOR VARIOUS MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN ) SYSTEMS 1 8. 2 MIN. 3/4• EDGE DISTANCE _ MIOSPAN TUBE LOAD NO MIOSPAN BOLTS CR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 (W) SPANS UP TO S•-6" SPANS UP TO 8' -7" SPANS UP TO 11' -0" 2 -1/ ANCHOR TYPE M AX. SF (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION 11 - 0 3 (SEE N/ A 2 -7/8 NOTE TYPE TYPE TYPE 3 -1/2 1 -1/4 1) 2 -1/ 2 -3/8 3 -1/2 1 -7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 1 2 3 1 2 3 1 2 3 1 -1/4 8- 5 2 -1/4 4 8 11 11 11 11 11 7 11 8 5 3 N/ A W 62 11 11 8 11 7 5 11 5 4 ----1 8- 8 1/4"0 W000 LAG W/ 72 11 11 7. 11 6 4 11 4 3 1 -3/4" MIN. THREAD 92 11 8 6 11 4 3 11 3 PENETRATION SHEAR PARALLEL OR PERP. 70 W000 GRAIN 230 11 AdaillI //, * 48 6.25 6.25 6.25 6.25 6 6.15 4 111 111„ 6 2 6.25 6.25 6.25 6.25 4 6.25 f 3 5/16 "0 W000 0.0. BRASS BUSHING W/ 72 6.25 5 6.256.25[ 4 6 r 3 1/6 -20 SIDEWALK BOLT 92 6.25 3 4 6 3 4 (314 - 0 HEAD) W/ 1 MIN. EMBEDMENT 230 4 ! ��f 4 4 • 01/04/00 12:52 N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE.BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.*DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH F1.ORIOA BUILDING CODE OAT I lu/ BY PRODUCT CON 1 DIVISION BUILDING CODE COMPLIANCE OFFIC8 AC(,EPWANCE NO 7, -OI'O¢ D/ 1n C n v C 0 � U >0,0 O <C Q §10 Qui 2 Z 0O _J g aup LL O 0. • o 2 O. V V.J. KNEZEVICH PROFESSIONAL EN4 E FL Lacer PE OQA0 /)83 ;1( al. •S "OT(O O•..qn by [drawn Oy ` MC fcn.ck.� V l■ Or .w.nq no 99 -097 Sne 4 Of 4 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAO (WI (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN ) SYSTEMS 1 8. 2 SYSTEM 3 _ MIOSPAN TUBE MIDSPAN BOLTS NO MIOSPAN BOLTS CR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/ 2 -3/8 3 -1/2 1 -5/8 8 8 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/ A 2 -7/8 50.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/ 2 -3/8 3 -1/2 1 -7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5- 7 2 - 1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 70.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 • 3 -1/2 2 -1/8 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 • 01/04/00 12:52 N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE.BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.*DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH F1.ORIOA BUILDING CODE OAT I lu/ BY PRODUCT CON 1 DIVISION BUILDING CODE COMPLIANCE OFFIC8 AC(,EPWANCE NO 7, -OI'O¢ D/ 1n C n v C 0 � U >0,0 O <C Q §10 Qui 2 Z 0O _J g aup LL O 0. • o 2 O. V V.J. KNEZEVICH PROFESSIONAL EN4 E FL Lacer PE OQA0 /)83 ;1( al. •S "OT(O O•..qn by [drawn Oy ` MC fcn.ck.� V l■ Or .w.nq no 99 -097 Sne 4 Of 4 Florida Storm Panels Inc. 3 of 3 ACCEPTANCE No. 99- 0804. JAN 2 1 2000 APPROVED Janua 4 2003 EXPIRES ' STANDARD CONDITIONS NOTICE OF ACCEPTANCE: after a renewal application has �e than a Si (approval) shall be considered aft er srenewa documents, are submitted documents, including test-supporting data, g I Renewal of this Acceptance original state, and th (8) years. ►abeled with the manufacturer's name, stated in th permanently roved ", or as sP Any and all approved products shall be P Product Control Approved" " statement: "Miami -Dade County following specific conditions of this Acceptance. the evaluation of this prods Code affecting in the South Florida Building hanges• approved. Renewals of Acceptance change ill not be considered ► : code r 3 a. There has been a inally aP fiance w i t h the co as the one orig lance, including and the is is not in compliance (identical) er the same p requirements of this acceptance c. The product Ac e is no longer lied with all the req if the Acceptance holder dhe has comp and seated the required documentation initi not c signed correct ins of originally pr e p ared, p The e ngineer, longer °rrg the engineering p d. er racticing process shall automatic submitted, is no long practicing or p uested (throng{ royal has been req change in the this c c p use, and/or less priorawr tten app P eh. 4. Any revision or lance, granted by this offs be cause for termination i' wi hcapproPriate fee) and g filing of a revision appl ication lance: shall also be grounds for removal of this Acceptance: advertising or any 5 Any of the following product or p rocess. ro duct, for sales, Unsatisfactory Acceptance an endorsement of any p performance of this p a. lance as a b. Misuse of this Accep Florida, and followed purposes. cce t number pi-Dade County, receded by the words Miam • ' r literature. If any portion of the Notice of A P 6. The Notice of Acceptance he displayed in advertising expiration date may documents, where it applies displayed, then it shall be done in its entirety. sand other docum inspection at the well as approved drawing of this Acceptance as 7. A C the manufacturer or its distributors and shall be available for provided to the user by termination and rer at all time. The engineer needs not reseal the copies• cause for term 1 with any section of this Acceptance shall be 8. Failure to comply Acceptance. a e 3. Notice of Acceptance consists of pages 1, 2 and this last p g 9. This No END OF THIS ACCEPTANCE I -ielmy A. 'akar, P.E. - Product Contro Product Control Division