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SHUTTERSP A N E L N C . Wr0 ", 4 W. McNab Road • Ft. Lauderdale, FL 33309 SHADES & SHUTTERS • A M E R I C A ' S O 1., D 1 S '1' A N D L A R G E S T S H U T T E R M A N U F A C T U R E R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! BUILDING OFFICIAL M c m; br'eS i TO WHOM IT MAY CONCERN: The following permit number: Lis Located at: Was issued: 1011 fU E ac S% ao -019 To All Broward Hurricane Panel Company to install hurricane shutters. Please cancel this permit since we did not do the installation. Thanks f9,r your cooperation, Willia Quali Meise Phone: 954 - 974 -3300 `Sj.PY P ��, f ,, Digna T. Perales :+ MY COMMISSION # CC889306 EXPIRES November 18, 2003 BONDED THRU TROY FAN INSURANCE, INC 1- 800 - 250 -2182 CGC #046375 CGC- .046375 0 6/00 Fax: 954 - 973 -3928 - Date X a6-1 ( — cepsa�a -a Legal Description 13 La C/C 8 OF 6iEC Ato. 3 p r-o& t k orically Designated: Yes No co L1 N) S Owner/Lessee / Tenant p1 C C O R 4 a L `� Master Permit # 4 16 - 33y Phone attkS - 73 - 6 — 6 T3 Owner's Address /6 7 / /1/,€ 1.5 c57 Contracting Co. All b ro ward I u rr i n QJ J. - Me1i SS# Phon 1 ' V"Tto 3 c l 5 Municipal # � Competency # Ins. Co. Architect/Engineer' nri V Id) A55P.C.,L4SAddress (11 o i a Bonding Company Mortgagor Permit Type (circle one): DIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION //C(- oS fick `'3 to 11 W. pan& d • rr) i 11 0010. r — b 1r1 O ..r il?p Square Ft. I W Estimated Cost (value) 489 C9 v 6° 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct' $ and zo ' F :� = ore, I authorize the above -named contractor to do the work stated: X Signature of owner and/or Signature o ' on o or Owner- : ui der + ,e+voc,� ,e'° , F My Commission Expires: ondo 1 � ,\`‘6. My Commission Expires:r • ' -BuilQ +iei „/ Date 47, 3 sti a t ,'''' 9%q 0 0,0 d1* .,,fri c) C.C.F. / • % 0 NOTARY — 0 BOND ��U TOTAL DUE /2 J a �— FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 16 7/ /Y. 9S 1T Tax Folio l / — 3 d. e 6 — a l cf — (a 10 'dent J� r►" ' RADON A Address A cdt Date Address APPROVED: ] Zoning Building 4 ` 11 Electrical Mechanical Plumbing Structural Engineer Address 1 -400 y PANEL I N C. A M I? It I C A ' S O L U I? S ' 1 ' A N I) L A 12 G I ; s ' I ' S 1 1 l l ' 1 ' ' I ' I ' . It i I A N U F A C '1' 21 It F, 12 MANUFACTURING. INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! BUILDING OFFICIAL Dear Sir: MO OW DI ID SHADES 8 MUTTERS WUVP 450 W. McNab Road • Ft. Lauderdale, FL 33309 We are the Dade County Notice of Acceptance Holder for the followings products: Hurricane Panels under number 78- O 7/3•C)/ Since ALL B P eterson Presid- t CGC- 0463 This letter authorizes ALL BROWARD HURRICANE PANEL, INC to be used for the following job :3)00q0 jN+c-C'aA(PUIUPM /07/ N.E. 9S!! s7, N►( 4i s F C• HURRICANE PANEL INC. 3 3(3 Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 Est. 1954 (.*- ALL BROWARD 1 HURRICANE 1O3 gQl"J SHADES & SHUTTER Wro S 450 W. McNab Road • Ft. Lauderdale, FL 33309 P A N E L I N C . A M E R I C A ' S O L D E S T A N I) L A R G E S T SHUTTER M A N U F A C'I' U R I: R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! BUILDING OFFICIAL Dear Sir: We are the Dade County Notice of Acceptance Holder for the followings products: Hurricane Panels under number [ v- 0713.0( CGC- 04637'5 This letter authorizes ALL BROWARD HURRICANE PANEL, INC to be used for the following job: Awn Lip fricro R CtoDA•% /o7/ "LE 15.5- `577) /14/r% tr) sAok eS, FC .33(33 HURRICANE PANEL INC. Since B Le Roy Preside t eterson Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 ALL . BROW Cy Our Reptt RICANE t'ength To Whom It May Concern: PERMIT AUTHORIZATION Date: 60 N ,Li S_ -& /3' Customer : J C C c ctm o4 LF Address: !e 7/ ^ a 3 � / 4M / � e �s f `169 I EsiabIUhed 19y4 I herby authorize BROWARD HURRICANE PANEL CO. to act as my agent for the purpose of securing a BUILDING PERMIT for the installation of the items specified in the attached contract. this authorization permits BROWARD HURRICANE_ PANEL CO. to sign the BUILDING PERMIT APPLICATION and OWNERS AFFIDAVIT (if required by the municipality) as owner's agent and shall not be construed to represent any other agency relationship. I further understand that BROWARD HURRICANE PANEL CO. is responsible for payment for the direct costs associated with obtaining a BUILDING PERMIT for the work specified in the attached con ac . '11C' Signed:■( Witness: ► P • •. Tony Lyons f � • ' :Commissi Ap # Lyons 828238 _Ari Expires r ! 9, 2003 •'� Bonded Tru u ► ►� ►� Atlasn Bonding Co., lso. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1' 3a06 `Qty* -34 t0 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: r/4 -csi- v'C5 fait r Q2 f 4 ,4 L e-F 407 a G /f of 1 7, t /4 •43 Lo Cic Y/ , M i *14 1 s !-� /t� s jG T - �360,t j D P.¢G,k- 3 7. 2. Description of improvement: / k / 1 C 4 V K- 5/4 LA 7 — £ 3. 1 Owner(s) name and 1 5 ` ddress: e,e+ Amount of bond $ 6. Lender's name and address: Notary Public Print Notary's Name 11.. r'nm,n; . ■,.., C v.. {,nom Y — (q— acv .3 Id 6 1 Vla Co r ✓.�.dQ 16 ism res FL 1 135 ►�.J f Signature of Owner ID o_j'/4 - P /IS tom 1 --)/ Print Owners Name /ft C -Ra U. fZ, 4 -^F— Sworn to and subscribed before me this a day of Ji-WE , 19 MUY LYON crq 8238 f Expires Ai r. 19 ,t i • x% on.e. hru AtlaaLio Bonding Co., Inc 909 IL-1 998306298 1999 MW 14 09:33 Interest in property: Name and address of fee simple titleholder: Iv 4. Contractor's name and address: /4 L L /3 ko It) At Ae .D 14 2 PI C N 6 c) - /Y1 c / I'4 13 D 3 367 .411'E OF LORIDA, COUNTY Or DADE 5. Surety:(Payment bond required by owner from contractor ;tf a - y) ` NPRE317 crrarf: " i coat this is a t o of tho o.iginal fit 'his office on jH 1 day of Name and address: ,_• \ \ iciol Sect. 1 f Circuit and County Courts W TNESS my h d ;,nd HARVEY RUVI Ii1, GL .7 NO Le mrd /77'4Lm( .111 - c a4f � �38 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may b 'erved as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 71313(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 Prepared by: _l' / ..f'f'1..: ABC L A3 ko ; ' E Pte' Address: 1 . � / 116101-1-2 .3 33 0 1 �L m R6 — /5 7--3.31/-e) F!4N Orr 1230 2/93 ALL BROWARD3HURRICANE PA �IEL,.INC� Our Rcpiadgai ` iOur ;Siiength 1 PERMIT PLOT PLAN Customer: Od_/1' A-L Z S . �f-' �� F_ // C C Address: : 0 City, State & Zip:/)///CM/ 05'4-4 3 /3 F • G r--- JOB DIAGRAM . — COCA /04,e- �F Oct 770 / W ?.s 5 i _ � s"i /' �° l� /Y1 / C- T6 4,‘e02. 7-0 q4 ?'o N• i6 1 &t-7" To H A. — 7L,' / - t?= ckser-. ac) 6-(.1 - c .3 C5 b" • T\ 0 , 1; 37xaG triv C21) 71/ ,c 3cf SYKav '77,e76 Eac ;tsht' 1934 NO, of Shutter Type: a ?D 6i46- ti G-41... 4l/( Top of Openings Above Grade, All Less Than: ?/ Mean Roof Height: Building Width & Depth:,s'© X ‘5" Prepared By: '7,7/2"7 / FA/ A/ l 7 T w sheet no. 1 of 1 Orawin0 no SK99 -106 GENERAL NOTES: 1 IJSE iN CONJUNCTION WITH KA, INC DRAWINGS No. 96 -242. No. 96 -243P, No. 96-506P, No. 96 -523, No 97 -158P 3 98 -128 FOR ADDITIONAL NOTES AND DETAILS. clew 03/16/99 acaLtt AS SHOWN) 0•siyn by: M D IOravn by / / / /' c (ch•Gk•0 by VJK /— EXISTING NON- STRUCTURAL FINISH 3 -1/2" MAX APPROVED STORM PANEL — TYPICAL SECTION SCALE: HALF SIZE SIDE CLOSURE DETAIL Agglibi eaowARD CANE PANEL. CO. ISO WEST Monte ROAD f0I1TIAUDOOYl. m. >s+u 1�� — :< 5" x 1/8" x CONT 6063 -T6 ALUM. CLOSURE ANGLE FASTENED TO PANEL W/ 1/L -20 MACHINE SCREW 3 NUT @ 6" FROM EACH END AND 18" O.0 KNEZEVICH & ASSOCIATES, INC. CONSULrlNO ENGINEERS • PIROGUE T TESTING 641 MOKENA DRIVE•MIAMI SPRINGS. FLORIDA 33166 MIAMI 13051883 -9571 FT. LAUDERDALE (954) 677 -9500 FAX: (305) 883 -9572 COPYRIGHTC1999 KNEZEVICH 5 ASSOCIATES. INC. k a d Fits 7a �� Y n� c Co * ia(e f t c wn1iSAny f)V17 BEAM SCHEDULE DESCRIPTION PANEL SPAN BEAM SPAN Tw ..125" 8' -2" 7' -11" Tf • .125" Tw •.072" 8' -2" 13' -4" If •.224" 2 -U4" MA a2n677No c.o.s. ALT. LEG DIRECTION 4 V 1-1/4" MN. 4 4 © STORM PANEL SUPPORT BEAM SCALE a 3' • 1' -0" . n /'n /Aq 10. •n 1/4 " -20 STUO & WINONUT, PANEL TO ANGLE CONNECTION • 6 -1/2' 0.C. OAA)L DESGN LOAD : 72 PB') ® TRAP MOUNT SCALE : 3" • 1' -0" *12 SMS Q 12 0.C. STORM PANEL 4 t a. STORM PANEL THREE -1/4'1 THRU BOLTS 2'x 3" at /4'x - 6063 -T6 ALUM. ANGLE OR TWO - • 3 • 1 /B' a 0' - 6063 -T6 ALUM. ANGLES THREE 5/1641 CALK-IN ANCHORS $p 3 -1/9" 0.C. W/ 1 MIN. EMBED. • it CONC. OR HOLLOW BLOCK W/ 3 -3/4' MN. EDGE 01ST. USE TWO ANCHORS FOR 2" x 5" x UB" BEAMS MANE DEMON LOAD a 72 PSF) 2 "x ALUM. ANGLE TI 1/ 4 - 1 RAWL CALK-IN E 7" O.C. W/ MIN. 7 /6' MBEDMENT N CONCRETE 4140 3' EDGE DISTANCE ALUM. BEAM 751E BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4' OR 3/4" MAX. GAP SEE STORM PANEL SCNEO. BASED ON GAP AT TOP OP PANEL. THREE S/16 CALK-IN ANCHORS p 3 -1/11" 0.C. W/ 1111N. EMBED. N CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x S x 1 /6' BEAMS EX STING C.B.S. 'SEA' ANGLE-\ MAIL 01E21IGN LOAD x 72 PBF) STORM PANEL 012 SMS • 12 0.C. 2" • 3" • 1/1." x 0' - 0" 6063 -T6 ALUM. ANGLE OR TWO -2 x 3" x 1/6' x 6063 -16 ALUM. 416115 THREE -I/4'1 THRU BOLTS ALT. LEG DIRECTION O STORM PANEL SUPPORT BEAM T SCALE . 3' • T -0 NOTE: THIS DETAIL MA' BE USED AT TOP OR BOTTOM OF PANEL. 4' MAX. /-- NONCT FINISH / MATERIAL - STRU (BRICK URAL OR W000 BANDING) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "1YPE pox DESIGN LOAD .• x72 P.S.F.) © WALL MOUNT Q SCALE : 3" • 1' -0" ALUM. BEAN (SEE BEAM SCHEDULE BELOW FOR BEAM OESCRIPTION & MAX. HORIZONTAL SPANS) 'h" HEADER 1/4" OR 3/4 MAX. GAP irs SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL. Lo Lo J a • o- •• 2. W PANEL S TOR FASTENER. SEE ANCHOR SCMEOULE. REFERENCE co7NECTION 1' "514" ANGLE 4 MAX. L'\ NON- STRUCTURAL FINISH MATERIAL (BRICK OR W000 BANDING) ANGLE TO WALL DETAIL PANS TO ANGLE DETAIL (MAX DESIGN LOAD — x72 P.B.F.) WALL MOUNT U SCALE : 3" • 1' -0" PANEL MAY BE MOUNTED AT FACE OP OPENING 1/4 " -20 STUD L WINONUT, PANEL TO ANGLE CONNECTIO • 6 -1/2" 0.C. 2 - • 2"x.093 "MIN. - 2 - • S x .093" MAX. STUDDED ANGL O TRAP MOUNT R SCALE : 3" • 1' -0' STORM PANEL 1/4" - 20 STUD t WING NUT PANEL TO "SEA ANGLE CONNECTION p 6 -1/2' o.C. 'SEA' ANGLE 1. 4 - 3 RAW.. CALK - IN p 3 - 0.C. W/ T /B" MIN. EMBED. IN CONC. OR HOLLOW BLOCK OR 1/4'1 ITW TAPCON • 4 0.C. W/ 1 - 1/4' MN. 111810M1 T IN CONC. OR HOLLOW BLOCK (MAIL DESIGN WAD x 72 PS1) J STORM 6 PANEL x • bi APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE 190_ DAT BY PRODUCT CON ROL DIMS ON BUILDING CODE p COMPLIANCE OFFICE •CCEPTANCE NO. _�I D - _0_113 0 • • 1- V.J. PIIOFES ; Li 1 n a 2 1 2 FL • No P 113 data T (_H W 4 u 0 N YI 4 1 5 N W z O P 7- 0 0. 0 u GOFER 00 /2N /t1 (*awn by ( NC AS HOYIO (design by �( cn.cccd *4 V.1x V/x f dr.vin, no. I 98 -128 L of 7 ▪ 1140 -1/4 WOOD LAG SCRE • WS • 24" O.C. MA3t. PANEL SPAN o S' • USE 3rd ANCHOR F 24 0.C. MAX. OR SPANS . S'- r K A' K 1/e CONT. ALUM. TUBE 16063 -761 M1A SMS a 3 /4' • 12" O.C. - 1r HEADER OR 2' x r SEA ANGLE w/ STUDS S 6 -1/r O.C. MAY BE UBSTITUTED FOR - U" HEADER SNOW GLASS OR 0008 "SEA' ANGLE 10/20/98 18:49 CONNECTION DETAIL (SECTION) SCALE 3- . 1' -0- 2' • 2" x I/O" CONT. ALUM. ANGLE 6063 -76 (MAX DESIGN LOAD x 72 PSF) "PASS THRU" DETAIL (IN CONCRETE) SCALE 3" • 1' -0' O ACCESS 1401! (TYPI STORM PANEL W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL FACE STUCCO FINISH OR PLYW000 SOFFIT 1 /A' MAX. (MAX DESIGN LOAD t 72 PSF) SOFFIT CONNECTION DETAIL in 1.— STORM PANEL • I � 0 0 ba 4 z J J 2c 0. 4 f - 2'x A'x1 /e "CONT. ALUM. TUBE (6063 -161 r MAX. 1/0" 7112 FINISH MATERIAL 3 /4" PLYW000 - 1/4 RAWL CALK -IN • 1" 0.C. WITH 7 /e" MN. EMI. IN CONC. OR OR HOLLOW BLOCK OR 1 /A "• LAG SCREW • 12' O.C. W/ 1-1/2' MN. EPO. N WOOD OR 1 /4 1TW TAPCON T A' O.C. W/ 1 -1 /A" MN. MB. 134 CONC. OR HOLLOW BLOCK 1/2 THRU BOLT • 12" 0.C. 1 /A - 0 RAWL CALK-IN ob 12" O.C. WITH 7/0" MN. EMB. N CONC. OR HOLLOW BLOCK OR 1 /A'• LAG SCREW • 24" 0.C. W/ 1 -1/2" MN. 1MB. N W000 OR 1 /4 ITW TAPCON • M O.C. WITH 1 -1 /4" MN. EMB. 114 COT4C. OR HOLLOW BLOCK 3 /A" 3 /A" W000 FRAM NOTE: FOR BAY WINDOWS, FASTEN AT A MAX. 26" SPACING. SPLICE AS SHOWN FOR CORNERS OF BAY WINDOW. BAY WINDOW N.T.S. 2" x S' x 1/0" ALUM. PLATE (6063 -T61 INSIDE EACH 1102. FASTEN W/ 3 M 12 SMS OR 3/16 "• POP RIVETS (ACM SIDE AS SHOWN • 1" O.C. SPUCE DETAIL FOR BAY WINDOW APPUCATIONS SCALE : 1 -1/2' a 1' - 0" GLASS OR DOOR - SEA' ANGLE PLYW000 OR STUCCO PNISM rx A" ALUM. TUB! EXISTING STRUCTURE SHALL ea MN. 3.000 P.SJ CONC. "U" HEAOE ANGLE BUILD -OUT ® SCALE : 3" • 1' -0" STORM PANEL ACCESS MOLE 3 "x 2"x 1/8" CONT. ALUM. TUBE 16063 -76) 3/I" • THRU BOLT •12"0.C. 1 /A"• S.S. W000 LAG SCRE'.' W/ r MN. EMBEDMENT N W000 • 10" 0.C. 1 /1. S.S. W000 LAO SCREW W/ 2" MIN. EMBEDMENT N W000 24" 0.C. 2"x 2'x1/6" ALUM. ANGLE (MAX DESIGN LOAD s 72 PSF) "PASS THRU" DETAIL N SCALE 3" • 1' -0" T 1/2" STORM PANEL (MAX DESIGN LOAD t 72 PSF) (!N WOOD) 1/4 0 RAWL CALK -IN • S" O.C. W/ 7 /11' MN. (MB. 04 CONC. MAX. 1/r TILE •041514 MATERIAL 3 /4" PLYWOOD 2"x /e"M04.- 2' x I" x 1 /e" MAX. CONT. ALUM. ANGLE (0063 -T6) W/ 1/6 "• THRU BOLT TO HEADER • 12" 0.C. 1/A" MAX. APPROVED AS COMPLYING W! H THE SOUTH FLORIDA BUILDING. CODE DAT BY PRODUCT CONTROL DIV!S■ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. Tb - O [ -0 ST ORM PANE "SEA" ANGL STORM PANEL 1 /4 THRU BOLT ANGLE TO ANGLE CONNECTION • 12' O.C. 1 /4"• RAWL CALK - • 6' 0.C. W/ 7/e "'MIN. EMI. N CONC. 2 " x 2'x 1 /E "MI/I. 2" x S" x I/O" MAX. CONT. ALUM. ANGLE (6063 -161 (MAX. DESIGN LOAD ± 72 PSF) EXISTING STRUCTURE ./ex PLAN VIEW HORIZONTAL PANEL INSTALLATION (MAX DESIGN LOAD ± 72 PSF) © BENT PLATE CONNECTION SCALE : 3" . 1' -0" 1/4-20 STUD B 6 -1/2" 0.C. W/ ALUM. WASMIREO WINONUT e ���r\ \�►�' 1/2" d + Q A ; •f 1 /4'0 RAWL CALK-04 • 4 6" 0.C. W/ 7 /S" MN. IMO. r K r x .104" CONT. N CONC. OR HOLLOW BLOCK. BENT PLATE 12 GAGE = STEEL ASTM A446 GRADE C © ANGLE BUILD -OUT SCAL! : 3" ■ V -0- r� v U 0 r - i 4 o co M o: .0 W ; O t ~ IL W N T. 41 ( i • J U =oa C 1 en co • N 7 • O M •C i E z a. se Z ; › N t a P E. _ V r O n > J 4 • • W 1 W N W I z c 4 3 C/) C7 0 N s a 1 e 2 e r 1 M r 1 s (d..Ion by VJK [drawn by l NC (chocked b VJK drawing n.. 98 -128 M..1 6 Of 7 FASTENER SPAONG UNCHESI REQUIRED ANCHOR SCHEDULE - 1 AND SPANS /PANEL LENGTHS FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSI' MAX. (SEE NOTE 1) r EDGE DISTA8'.CE 8° EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 11' -4 (SEE NOTE 1) SPANS UP TO 6'-0" (SEE NOTE 1) SPANS UP TO 1 8' -8- (SEE NOTE 1) SPANS UP TO 11' -6" (SEE NOTE 1) CONNECTION 1 2 1 TYPE 3 1. 3 CONNECTION 1 TYPE 2 3 4' 5 1 CONNECTION 2 TYPE 3 4 S CONNECTION 1 2 TYPE 3 A. 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 3131331410019d co 0'C 'N111 !INimmi 1119114' wm.111iir.- 1/6'• /�' TW 4 EMB[D I TMBED MEN M/ T 1 -) MO 56 13 13 13 13 13 13 10 10 9 10 13 5 8 7 7 13 13 13 13 13 13 11 12 10 12 13 6.5 9 7 9 62 13 13 13 12 13 13 8 9 8 9 13 5 7 6 7 13 13 13 13 13 13 9 11 9 10 13 5 8 7 8 72 13 13 11 10 11 13 6 6 7 8 13 4 6.5 6 6.S 13 13 13 11 13 13 6.5 9 7 9 13 4 7 6.5 7 105 13 6 8 7 7 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 6.5 9 7 9 13 4 7 6.5 7 13 4 7 6.5 7 210 13 4 6.S 6 6.5 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 4 7 6.5 7 13 4 7 6.5 7 13 4 7 6.5 7 IIIIICA 1/1/••• RAWL CALK-114 W/ 1/0• 01810H[NT & 1/4 -20 SIDEWALK BOLT 0 /4 - tr HEA01 56 13 13 12 13 12 13 10 8 9 8 13 5 6.5 7 6 13 13 13 13 13 13 13 13 11 13 13 7 10 8 10 62 13 13 11 12 10 13 8 7 8 7 13 4 5 6 5 13 13 13 13 13 13 10 12 10 12 13 6 9 7 9 72 13 13 9 10 9 13 6 6.5 7 6.5 13 4 5 6 S 13 13 13 12 13 13 7 10 8 10 13 5 8 7 8 105 13 5 6.5 7 6.5 13 4 5 6 5 13 4 S 6 S 13 7 10 8 10 13 5 8 7 0 13 5 8 7 8 210 13 4 5 6 5 13 4 S 6 5 13 4 5 6 5 13 5 8 7 8 13 5 8 7 8 13 5 8 7 8 uunut,I] tail nnun uuut in 1 7 o111' v4-it CLCO MALE /FEMALE' - PANELMATE- W/ / -1/4- MN. IMBED. L 114 - 20 HAGUE fCREW/NUT 56 13 13 8 6 7 13 5 5 4 5 10 9 ' f 4 3 3 3 4 3 13 13 13 12 .9 8 6.S 5 9 8 13 12 5 4 6 S 1. 4 6 5 10 9 / 4 1. 3 3 4 4 62 13 12 7 5 7 12 3 S 4 5 72 13 6.5 6 4 6 10 / % �� / ` 4 3 3 4 3 8 8 ■ 3 3 / 3 3 13 10 , 7 �� 7 5 S 3 7 4 10 B 3 5 4 3 3 4 4 8 ♦ 8 > / 4 4 4 3 3 3 4 1. 4 105 10 / 4 3 4 8 210 ■ 8 3� / � 3 8 3 3 f/l 3 8 � 3 i� 3 8 %� 4 3 4 8 / 4_ 3 4 0X FASTENER SPACING (INCHES) ANCHOR SCHEDULE AND SPANS /PANEL LENGTHS REQUIRED FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 2• EDGE QUITTANCE 3' EDGE DISTANCE SPANS UP TO 6' - O" (SEE NOTE 1) SPANS UP TO 8' -8" (BEE NOTE 1) SPANS UP TO 11' - 4" (SEE NOTE 1) SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 11' - 4" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 62 EEd1111III l,- 1/4'• ITW T•PCON W/ 1 -1/4 MIN. EMBEDMENT 56 13 13 6.5 4 6.5 9 3 4 3 4 7 1 3 A 3 13 13 7 4 7 10 3 5 3 S 7 7 ' A 4% 3/ 4 3 3 62 12 8 6 4 5 8 r 4 V 4 6 r� 3 r A 3 13 9 6.5 4 6 .5 9 4 4 3 4 72 10 4 5 3 5 7 13 3 A 3 6 4 3 5 9 11 5 5 3 5744%46.5 t�t)'1:1m,,,,1111D1lId1.>• t t /4-' W000 LAO W/ t -3/4 MBL THREAD [ MB 0M[NT SN[AR ►E TO W000 GRAIN 13 7 3 %/ 3 105 / �//�m 4 / 3 ♦�� %//% �� /�i� 6.5 ♦ % 3 / %� 4 4 13 3 A 3 105 13 5 m 3 4 3 210 3 % 3 13 X 6 3 210 13 s 3 3 �� 6.5 3 13 3 3 3 3 6.5 3 3 l 3 6.5 13 3 7 3 ■ri 1/4 RAwI CALK-IN w/ 7 /a- t11 L 1/4 -20 SIDEWALK BOLT 13/4-• HEAD) 56 5 7 5 6.5 11 4 4 rdr,X 4 e 3 3 13 13 10 6.4 10 13 7 4 7 11 72 5 3 S 3 u� 8 6 5 6 10 6.5 4 3 4 8 w0oo BustaNO W/ 1/8• Mt (MOM 3 VA 3 13 13 9 6 9 13 6.5 1. 6 10 5 3 4 72 �� l S 4 S 9 A 3 , 6.5 3 7 3 3 It1t1i11 : {,. 1111111•,1lntttll : 1 Ill il ] mm n mIVMI= ( - 1/4'0 [LCD MALE/FEMALE - PANELMATE W/ 1 - 7 /r MW.EMB[DMENT 3 3 13 11 7 3 8 5 S 3 7 5 11 9 13 S 4 3 3 S 4 9 / 9 1 4 4 3 3 4 4 105 13 13 3 3 3 7 / 12 3 U I 3 7 A 210 56 9 13 �� 8 6 7 13 13 3 5 4 3 5 7 10 r A i , 3 4 %DIEWA 4 13 13 9 6.5 9 13 5 4 6 3 4 4 6 9 10 r 4 4 3 3 4 4 111111111111111111'111\1111111‘1=-. si 1.,EE 11111111V111111111= 1/4'• ELCO MALE /P[MAL w/ 'PANELMATE 1-1/4• nitC SC g1/4-20 62 6 12 7 5 7 12 0 5 4 S 9 f j � 3 13 3 13 12 8 S 8 12 4 5 4 5 9 4 3 4 72 6.5 6 4 6 10 A 4 3 4 8 3 3 13 7 7 5 7 10 3 5 3 4 0 A 4 3 4 105 10 e 4 3 4 8 S 4 3 % / f� 3 8 3 rp 3 10 : 5 3 4 8% 4 3 4 8 r 4 3 4 210 B 3 3 8 3 3 8 J J 3 3 B j f ` 4 3 4 8 f � 4 3 4 B 4 3 4 I ANCHOR F ASTENER S PACING (INCHESI SCHEDULE ANO SPANS /PANEL LENGTHS REQUIRED FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD IW) PSF MAX. (SEE NOTE 1) 3/4• EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 11' - 4' (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 2-2/4' 11114. 56 13 13 10 13 10 13 10 7 9 7 13 5 5 6.5 5 8� IlPdllp{i11111111111111� 1/4'1 W000 LAG W/ 1-3/4" MK TNREAO tMBEOM[NT SHEAR PARALLEL TO WOOD GRAIN 62 13 13 9 11 9 13 8 6.5 8 6.5 13 4 S 6 5 72 13 13 8 10 8 13 5 5 7 5 13 4 4 5 4 105 13 5 5 7 5 13 4 4 5 4 13 4 4 5 4 210 13 4 4 5 4 13 4 4 5 4 13 4 4 5 4 1 -3/ •11111. 56 13 13 8 13 8 13 10 5 9 5 13 5 4 6.5 4. t�t)'1:1m,,,,1111D1lId1.>• t t /4-' W000 LAO W/ t -3/4 MBL THREAD [ MB 0M[NT SN[AR ►E TO W000 GRAIN 62 13 13 7 11 7 13 5 S /3 4 4 72 13 13 6.5 10 6.5 13 4 4 13 3 3 105 13 5 4 7 4 13 3 3 13 3 3 210 13 4 3 5 3 13 3 3 13 3 3 13 13 7 5 7 10 5 5 7 4 4 } 56 `�1i111 0/ 72 11 5 6 3 5 5 8 4 4 6.5 3 3 w0oo BustaNO W/ 1/8• Mt (MOM 105 8 0 4 / 4 6.5 / 3 3 6.5 ♦0 3 3 6.5/A 3 l 3 6.5 3 A 3 6.5 3 3 It1t1i11 : {,. 1111111•,1lntttll : 1 Ill il ] mm n mIVMI= ( - 1/4'0 [LCD MALE/FEMALE - PANELMATE W/ 1 - 7 /r MW.EMB[DMENT 56 13 13 13 13 13 13 13 13 13 13 13 8 10 10 10 62 13 13 13 13 13 13 12 11 12 11 13 7 9 9 9 72 13 13 13 13 13 13 8 10 10 10 13 6 8 8 8 105 13 8 10 10 10 13 6 8 8 8 13 6 8 6 8 210 13 6 8 0 8 13 6 6 8 8 13 6 8 6 8 n Mn /no /0. 40 ANCHOR NOTES. 1. PANEL LENGTHS 8 LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE PANEL LENGTHS FOR BPECFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 4. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3. CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x L" (MIN) W000 STUD. W000 SHALL BE "SOUTHERN PINE" G • 0.55 OR BETTER OENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED A8OVE. 8. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9. ii DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH THE 10. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, SOUTH LORIDA :UILDING ODE OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING DAT DU v _ 9 STRUCTURE BY PRODUCT CO OL DIVIS!OV NE REQUIRED FOR DIRECT MOUNT (81 6.5" OR 13" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE BUILDING CODE COMPLIANCE OFFICE SPECIFIED IN ANCHOR SCHEDULE. ACCEPTANCE NO. / 3 .pr 1 . 14 ra • ~ a 4 W ► of s I- I- IL W N U Z a a el • 4 04 o N 4 O 024 r J p os 1 4� Z w ; „y1 4 P L M o Q > 4 • : N • IV W y 0 = Z = >E Y 44 1 • 0 1 • (Oaslln by l( vm lu w W 4 u O N 4 .1 X u W N W 2 0 4- I 0 Ir } 8. D u (ch.ci..a byi l VM tr.ving no. 98 -128 sheet 7 of 7 l 20 GA STEEL STORM PANEL revisions TABLE 1 STORM PANEL SCHEDULE DESIGN LOAD W (PSF) MOUNTINGS USING PIECE C .0 OR 10 TOP & BOTTOM ANY MOUNTING CONOITIONS (MAX. 1/4" SPACE BETWEEN PANEL AND HEADER) ANY MOUNTING CONDITIONS (MAX. 3/4" SPACE BETWEEN PANEL AND HEADER) L max. T -I L max. T- O L max. T =' POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD 40.0 11 -5 ' 11 -5 11 -5 a - 8 45.0 11 - 5 11 - 5 11 - 5 0 - 8 50.0 11 - 1 11 - 4 11 - 1 8 -8 55.0 10 - 6 10 - 10 10-6 8 - 5 60.0 10 10 - 4 10 - 1 8 -8 8 - 8 2 -3/8 1 -7/8 10 - 8 2 -7/8 .0 70.0 9 - 11 9 - 8 -e 70.0 9 - 4 9 - 7 9 - 4 8 -6 72.0 9 -2 9 -5 9 -2 8 -4 75.0 9 -0 9 -3 9 -0 8 -0 00.0 8 -9 8 -11 8 -9 7 -6 90.0 7 -10 8 -3 7 -10 6 -8 100.0 7 - 7 - 5 7 -1 6 -0 110.0 6 -5 6 -9 6 -5 5 -5 120.0 5 - 11 6 -2 5 -11 5 -0 130.0 S - S 5 -8 5 -5 4 -7 140.0 5 -0 5 -3 5 -0 4 -3 150.0 4 -8 4 -11 4 -8 4 -0 160.0 4 -5 4 -7 4 -5 3 -9 170.0 4 -2 4 -4 4 -2 3 -6 180.0 3' -11 4 -1 3' -11 3 -4 190.0 3 -8 3 -11 3 -8 3 -1 200.0 3 -7 3 -9 3 - 3 -0 210.0 3 -4 - 3 -6 3 -4 2 -10 TABLE 2 MIN. SEPARATION FROM GLASS SCHEDULE 1 MINIMUM SEPARATIO FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTE SPAN (L) (FT - IN) MINIMUM SEPARATION I FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) 40.0 45.0 5 - 0 2 -3/8 1 -1/2 8 - 8 2 -3/8 1 -3/4 11 - 5 2 -7/8 2 -5/8 1 -1/4 ` = 0 2 -3/8 8 - 8 2 -3/8 1 -3/4 11 - 5 2 -7/8 2 -7/8 � f ;4 ) 5 - 0 2-3/8 1 -1/4 8- 8 2 -3/8 1 -7/8 11 - 4 3 3 60.0 5 - 0 2 -3/8 1 -1/4 8 - 8 2 -3/8 1 -7/8 10 - 8 2 -7/8 2 -7/8 70.0 5 - 0 2 -3/8 1 -1/4 8 - 8 2 - 3/e 2 9 - 11 2 -7/8 2 -5/8 80.0 5 - 0 2 -3/8 1 -3/8 8 - 8 2 -3/8 2 -1/8 8 - 11 2 -7/8 2 -1/4 90.0 5 - 0 2 - 378 1-3/8 8 - 3 2 -3/8 2 -1/8 100.0 5 - 0 2 -3/6 1 -3/8 7 - 5 2 -3/8 1 -7/8 110.0 5 - 0 2 -3/8 1 -3/8 6 - 9 2 -3/8 1 -3/4 120.0 5 - 0 2 -3/8 1 -3/8 6 - 2 2 -3/8 1 -5/8 130.0 5 - 0 2 -3/8 1 -3/8 5 - 8 2 -3/8 r-vir 1 -1/2 cam- 150.0 ` -11 170.0 4- 4 2 -3/T" - 190.0 3 - 11 2 -3/8 1 -1/4 210.0 3 - 6 2-3/8 1 -1/4 TWO 1/4 -20 BOLTS L NUTS O 24' 0.C. 1/4 -20 5.5. 8017 1, WNGNUT • 24 O.0 (TYP) 20 GAGE STEEL BENT PLAT[ 10/20/98 16:47 OVERLAP FASTENERS TYP. (SE! NOTE No. 71 2' S" .125' ALUM. ANGLE CLOSURE PIECE: FASTENER 12' O.C. FOR 0151014 LOADS LESS THAN OR !DUAL TO 140 P.S.P. THAN N 140 O.C. it DESIGN E! ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING STRUCTURE 4" MAX EXISTING BAY WINDOW V OVERLAP [XIS STRUCT MAX. 1/4" GA EXISTING STRUCTURE 4 0 OVERLAP FASTENERS TYP. (SEE NOTE Ne. 7) ALUM. ANGLE CLOSURE Yx2"x .055 "MIN. 2' • 5" • .055' CLOSURE DETAILS SCALE: 1 -1/2" • 1/4" MAX. GAP) F. TENER 0112 4O.C. PO • 51014 ADS LESS THAN OR EQUAL TO 140 P.S.P i • 6' 0.C. POR DESIGN LOADS GREATER THAN 140 P.S.P. (5EE ANCHOR SCHEDULE POR ANY ACCEPTABLE ANCHOR) ('o1E9751 EXISTING STRUCTURE CE: 0) 1/4 - 20 S.S. BOLT i WINGNUT p 24" 0.C. (TYP 20 GAGE STEEL DENT PLATE -/ FASTENER • 12" 0.C. FOR DES10N LOADS LESS THAN OR EQUAL TO 140 P.S.F. so 5" 0.t. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING BAY WINDOW 1' OVERLAP 1/2' OVERLA NOTES: 1. ENTER TABLE 1 WITH THE OPENING'S POSITIVE AND NEGATIVE DESIGN LOADS TO OETERMINE MAX. PANEL LENGTH. - FOR COLUMN (1n REFERENCE THE ALLOWABLE SPANS AT BOTH THE PO TIVE AND NEGATIVE LOADS. AND CHOOSE THE SMALLER OP THE OBTAINED VALUES. - FOR COLUMNS®LQ REFERENCE THE ALLOWABLE SPANS BASED ON THEE IG ER OF THE POSITIVE AND NEGATIVE LOADS. EXISTING STRUCTURE REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITION IN FIELD. - COLUMN (9 MAY BE USED ONLY WHERE STUO ANGLE IS USED TOP AND BOTTOM. - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS. INCLUDIN IRECT MOUNT. IF HEADER IS USED, MAX. GAP EQUALS 1/4 ". - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS, IF HEADE S USED, MAX. GAP EQUALS 3/4". 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 4. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125' MIN. TO 2" x S x .125" MAX. APPROVLO AS COMPLYING WITH THE SOUT FLORIDA. B ILDING C DE OAT ► U $.• D., (019 BY . . • PRODUCT CO )COL DIV:S UN BUILDING CODE MPLIANCE OFFICE ACCEPTANCE NO l' 0713-01 ru 9 a a e 1 5 2 2 - -' r J. X PROPES . ., A MONEER FL • c• • s• Nay P 0 983 Ostia scsI. AS N•TS0 design by v.ON 011/211/14 [drawn by Mc Ich.ciied btl v m drawing no. 98 -128 sneer4Of7 10/20/98 18:44 THREE 1/4 "0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24' O.C. MAX. ® SOFFIT CONNECTION DETAIL EXISTING WOOD FRAMIN O SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE : 3" ■ 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDUL GLASS �. OR DOOR � I u i I ! fl 1 A I =NM S/i®ttrumr. 1 1 / b" MIN 0 "' 2" MAX. I I S" x 1/4" CONT. ALUM. PLATE. EXTEND PLATE TO NEXT TRUSS IF MEAGER ENDS MORE THAN 12" BEYOND LAST TRUSS. PLYWOOD L STUCCO FINISH 0 (MAX DESIGN LOAD x 02 PSF) (MAX DESIGN LOAD s 72 P8F) ® ALT. WALL MOUNT SECTION SCALE : 3 ". 1•- 0" W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL. FACE STUCCO FINISH OR PLYWOOD SOFFIT 11114 SMS BETWEEN TRUSSES 12" 0.C. • 1.. z z W J 111 J z 1/4 -20 MACHINE 0 BOLT & WINGNUT X 0 6 -1/2' O.C. Z • O CONT. (LEG OPTIONAL) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' 2" x 6" P.T. W000 CONT. 2 1 /4 "m x 4 -1/2" S.S. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OP STUDS 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL EXISTING STRUCTURE CONCRETE, MASONRY OR W000. SEE ANCHOR SCHEDULE, TYP. GLASS OR DOOR GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE : 3" • 1' -0" SEE MIN. SEPARATION O BUILD -OUT SECTION SCALE : 3" . 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4'. ANCHOR IN CENTER OF W000 FRAMING MEMBER T 51CONT. C 1/4 N14 "-20 EK MACHINE SCREW OR BOLT L NUT @ 13" O.C. 1/2" O BUILD -OUT SECTION G ri • FROM GLASS SCHEDULE 1/4 -20 MACHINE BOLT & WINGNUT gib 6 -1/2" O.C. O CONT. 1/2" { 0 0 0 1 *14 TEK SCREW OR 1/4 " -20 MACHINE BOLT L NUT 1, 13 "O.C. O S CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' 1/6" OR 3/4" MAX. SEE STORM PANEL SCHEO. BASED ON GAP AT TOP OF PAIIEL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA !LDING BODE DAT D 442 19 SY ' , ► . PRODUCT CON OL DIVIS.ON 3UILDiNG CODE COMPLIANCE OFFICE 4 CCEPTANCE NO. 07/ •DI t J O N •c•1• All NOT(O f d•.Ipn y vrc Jt r 1 1 [ drown by l NCJ (chocked VJK drwIny no. 98 -128 •toot 3 of 7 MAXIMUM DESI GN WI ND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) NEGATI VE End Zone(5) H :_ .,.1 7. 9 -56. 1 > 15 -20 49. 0 -52.0 -66. 8 > 20-25 52. 2 -55. 4 -71. 2 > 25 -30 55.0 -58.3 -75. 0 > 30-40 59. 7 -63. 3 -81. 4 > 40-50 63. 7 -67. 5 -86. 8 > 50 -60 67.1 -71.1 -91. 4 MAXIMUM DESI GN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT P❑SI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 41.3 -43.8 -56. 1 > 15 -20 44. 8 -47. 5 -60. 9 > 20 -25 47.8 -50.6 -64. 9 > 25 -30 50. 3 -53. 3 -68. 4 > 30 -40 54.7 -57.9 -74.2 > 40 -50 58.3 -61.7 -79. 1 > 50-60 61. 4 -65.0 -83..3 DESIGN WIND LOADS (PSF) TRI B. AREA > 20 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE I nt. Zone(4) NEGATI VE End Zone(5) 0 -15 43.2 -45.9 -57. 2 > 1 5 -20 46, 9 -49. 9 -62. 1 > 20 -25 50.0 -53.1 -66.2 > 25 -30 52. 7 -56.0 -69. 7 > 30 -40 57.2 -60.8 -75. 7 > 40 -50 60.9 -64.8 -80. 7 > 50-60 64. 2 -68. 2 -85. 0 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES 20 P❑SI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) TRI B. AREA - > SQ. FT. 40.6 COASTAL OR NON- COASTAL BUILDING ZONES -51.4 MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE I nt. Zone(4) NEGATI VE End Zone(5) 0 -15 39.6 -50. 2 -42.0 -52. 1 > 15 -20 42.9 > 30 -40 -45. 6 -56. 6 > 20 -25 45.8 -61.2 -48.6 -60. 3 > 25 -30 48. 2 -69. 8 -51. 2 -63. 6 > 30 -40 52.4 -55.6 -69. 0 > 40 -50 55.8 -59.3 -73. 6 > 50 -60 58.8 -62.4 -77. 5 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT P❑SI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 40.6 -43. 4 -51.4 > 15 -20 44. 1 -47. 1 -55.8 > 20-25 47. 0 -50. 2 -59. 5 > 25 -30 49.5 -52. 9 -62. 7 > 30 -40 53.8 -57. 4 -68.0 > 40 -50 57.3 -61.2 -72.5 > 50 -60 60. 4 -64, 4 -76. 4 DESIGN WIND LOADS (PSF) TRI B. AREA 50 SQ-FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT ' POSI TI VE Zone(4) & (5> NEGATIVE Int. Zone (4) NEGATIVE End Zone(5) 0-1 5 37. 2 -39. 7 -47. 0 > 15 -20 40.4 -43. 1 -51.0 > 20 -25 43.1 -46.0 -54.3 > 25 -30 45.4 -48. 4 -57.2 > 30 -40 49.3 -52.6 -62.1 > 40-50 .52. 5 -56. 0 -66. 2 > 50-60 55. 4 -59. 0 -69. 8 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. 09/17/97 09:42 NOTES. ROOF SLOPE, 0 > 1 0 ROOF SLOPE, 0 < 1 0 1. TABULATED DESI GN VI ND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMPONENTS AND CLADDI NGS. THE FOLLOWING DESIGN CRITERIA ARE USED A. MEAN ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. & BASI C VI ND SPEED 110 MPH C. AN IMPORTANCE FACTOR IF 1.05 FOR CATEGORY I STRUCTURES. FOR CATEGORY II AND III STRUCTURES, MULTI PLY APPLI CABLE LOAD BY 1.12. D. TRI BUTARY AREA AS NOTED. 2. DESI GN LOADS ARE APPLICABLE FOR COASTAL AND NON- COASTAL BUILDING ZONES. EXPOSURE 'C' IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATI VE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF HEI014T OF THE BUILDING OR STRUCTURE. 4. BUILDING ZONES SHALL BE DETERMINED IN ACCORDANCE WITH THE DI AGRAM SHOWN. DI HENS] ON ' o' EQUALS 10Z IF 141 NI MUM BUI LDI NG VE DTH OR 40Z OF MEAN ROOF HE1 GHT (h), VHI CFEVER I S SMALLER, BUT NOT LESS THAN EI TIER 4Y. OF 1.11 NI MUM VI DTH OR 3 FEET. 12 12' 5. LI NEAR INTERPOLATION MAY BE USED FIR VALUES BETWEEN TABULATED ELEVATI ONS. 6. TRIBUTARY AREA REFERS TO THE AREA OF LOAD THE SYSTEM OR COMPONENT RESI STS. FOR SYSTEMS SUCH AS STORM PANELS AND FOLDI NG (ACCORD[ ON) SHUTTERS, TIE TRI BUTARY AREA MAY BE TAKEN AS. L,, WHERE L = SHUTTER SPAN FOR OTHER SYSTEMS, REFER TO THE ENGI NEERED DRAWINGS OR THIS OFFICE FOR APPROPRIATE TRIBUTARY AREA OR USE TABLES DESIGNATED AS. DESIGN VI ND LOADS FOR ANY TR1 BUATARY AREAS. 0 w 0 z J E5 m 0 m l7 z In s 00 O J J 1z Z 3 1- Z L/ t ` ) �Z < 0 a 0 u . a s , O r' I I v � 112: I J V.). KNEZEVICH PROFESSIONAL GINEER 1 FL Lid PE 83 1 199 toe 1 u V1 1- H 4 u 0 V) 0 4 4 z U > ILI N z w w 1- 1 >. r 0. 0 u e No: ( drawn by GO s �� `AS NOTEOI i design byby checked by Vm 'l Ki Or awing no. I 97 -20 1.00' 2.29' 10 /20/98 16:43 CT MARKING IDENTIFICATION 2.00^ 13.00' 14.25" FULL PANEL WIDTH UNLIMITED OPTIONAL MARKING LOCATI IPERP. TO PANEL SPAN) SECTION O TYPICAL ELEVATION 2.25' FOR ALL INSTALLATIONS SEE TABLE 2. PAD! 4 OF 1 . FOR REQUIRED SEPARATION PROM GLASS. TOP MOUNT. 1.00' SCALE : 3" • 1' - 0" OVERLAP FASTENERS (SE! NOTE 1 6. PLAN VIEWS SHEET 41 BOTTOM MOUNT. SERRATED PANEL EDGE. OPTIONAL EL 11/3r• P. MN..065' 1.00' "KEYHOLE" WASHE O SCALE : 3 • 1' -0 3003 -H14 ALUMINUM ALLOY 6.50' HALF PANEL ONE HALF PANEL PER OP G MAY BE USED AS : = ' RED TO COVER 0 O 9 "F" - TRACK • SCALE: 3" . V -0" 2.00' 0.214' o "h" HEADER SCALE: 3" . 1•-0` WINONUT O SCALE : HALF SIZE • -0.2 R -0.547 ID MARK 1" N l r o 0 0 0.092' t � U EXTENDED "F" - TRACK SCALE :•3' • 1' -0" O " U " HEADER SCALE : 3" • 1• -0" BHPCO FT. LAUDERDALE. R_ DADE COUNTY PROD. APPRO. 2.00' Z OPTIONAL LEG "SEA" ANGLE SCALE : 3" . GRNCRAL NOTES. t THIS SHUTTER SYSTEM IS DESIGNED 111 ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE OLSION PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOSS IN ACCORDANCE WITH ASCE 7 -99 'MINIMUM OLSKIN LOA05 FOR BUILDINGS AND OTHER STRUCTURES.' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL 91 20 GAUGE STEEL U - .0391 CONFORMING TO ASTM A653 -94, HIGH STRENGTH LOW ALLOY, TYPE 2. GRADE 50. GALVANIZED IN ACCORDANCE WITH ASTM 060. EXTRUSIONS SHOWN SMALL BE 6043 -T6 ALUMINUM. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OP ONE END OP THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SMALL OE LABELED AS FOLLOWS S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A TRENGTH OF 60 KSL 6. TOP L BOTTOM DETAILS SHOWN MAY 51 INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. SHALL BE PASTENEO AT MID SPAN W/ 1/4 -20 x r BOLTS WITH OIE AST ALUMINUM WASHERED WINO NUTS OR JACK NUTS (SEE TYPICAL ELEVATION 1. FOR SPANS LESS THAN 33`, OVERLAP FASTENERS ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE LOADING IN CONFORMANCE WITH BADE COUNTY PROTOCOLS PA 201.202, AND 203. DESIGN IS BASED ON CTC TEST REPORTS No. 96 -002. No. 96 -029. No. 97 -061 & No. 99 -020. 9. AT LEAST ONE WARNNO NOT! PER OPENING SMALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OP THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE MOM! OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINPORCINO BOLTS ARE PROPERLY INSTALLED. APPROVED AS COMPLYING WITH PIE SOUTH FLORIDA B ILDING C9DE DAT ►OU' ,Z, y BY PRODUCT CO c0: DIMiON BUILDING CODE UMPL OFFICE ACCEPTANCE NO. 1 1 J W a cc N J W --111 (1) 0 a a • 8 1 A N 1 S r VJ. I PROFES FL . No PE e3 dote (design by j ll Vac J ER 06/2)/ WEI [chucked by vac, *10109 no. 98 -128 Meet 1 of 1 J SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR EXI STR EXISTING STRUCTURE CONCRETE. MASONRY OR W000. SEE ANCHOR SCHEDULE, TYP. 10/20/95 16:44 EXISTING STRUCTURE CONCRETE. MASONRY OR W000. SEE ANCHOR SCHEDULE. TYP. ANGLE TO WALL DETAIL FASTENER. SEE ANCHOR SCHED. REF. CONNECTION 'TYPE 2' O CONT. OPTIONAL LEG EXISTING . ' FASTENER, SEE ANCHOR STRUCTURE I � SCHEDULE. REFERENCE TYPE CONNECTIONYPE 1" O WALL MOUNT SECTION SCALE 3' • 1' -0" E MIN. SEPARATION ROM GLASS SCHEDULE D DIRECT MOUNT SECTION SCALE • 3' • 1' -0' PANEL TO ANGLE DETAIL FASTENER - USE RAWL CALK -IN OR WOOD BUSHING FASTENER AT 6 -1/2" O.C. OR 13" 0.C. SEE ANCHOR SCHEDULE. CONNECTION 'TYPE 1" FOR ANCHOR PECS t MAX. SPACING. DO NOT USE WHERE $ •EOULEO SPACING IS LESS THAN 6 -1/2" USE 4 -20 5.S. TRUSS HEAD BOLTS W/ O E WASHER. TYP TOP &/OR BOTTOM. GLASS OR DOOR J 0 W r h J W z 4 D . 4 cc X► 4 N W EXISTING STRUCTURE PPROVED AS COMPLYING WITH THE OUTH FLORIDA BUILDIN CODE DATE ' -A -19 / BY 1 A.4 -/ - .i PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. ' 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP Of PANEL 1/4 -20 MACHINE BOLT & WINGNUT 6 -1/2" O.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE SEE MIN. SEPARATION FROM GLASS SCHEDUL EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. GLASS OR DOOR O CONT. EXISTING STRUCTUR ANGLE TO WALL DETAIL • EQ. EQ 4 dl 4 FASTENER. SEE ANCHOR SCHED. REF. CONNECTION 'TYPE 3' � � I • . EO. L EDGE DIST. 4 4 e EDGE GIST. 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 5• O CEILING/INSIDE MOUNT SECTION SCALE : 3" • 1' -0" EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTIJN'TYPE 1' 0 OPTIONAL LEG O CONT. (TYP. TOP i SOTTO 1/4 -20 MACHINE BOLT t WINGNUT 0 6 -1/2" O.C. E `WALL MOUNT SECTION SCALE . 3" • 1' -0" 1- z W PANEL TO ANGLE DETAIL x 1— J J W z 4 n X 4 s 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/2" 0.C. ITYP, TOP & BOTTOM) EXISTING STRUCTURE • e d • 1/2" a AOt v = — 1/2" — I�ST. I--- OPTIONAL LEG DIRECTION SEE MIN. SEPARATION FROM GLASS SCHEDULE O CONT ITYP, TOP & BOTTOM EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP 1/4" OR 3/4" MAX. SEE STORM PANEL 1 SCHED. BASED ON GAP AT TOP OF PANEL W J 0 I W z 4 0 S ct 0 1— VI W EXISTING STRUCTUR GLASS OR DOOR EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYPE • d o GLASS OR 000R O BUILD -OUT MOUNT SECTION SCALE 3" • 1' -0" 4 • 4 4 a SEE MIN. SEPARATION FROM GLASS SCHEDULE 4 4 0 0 1/2" a '- *14 TEK SCREW OR 1/4 " -20 MACHINE SCREW L NUT p 13 "O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" .520" AT GROOVE O WALL MOUNT SECTION SCALE • 3" • V -0" r ^a cromn. btt ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' S°CONT. (ANGLE LEG MAY BE REVERSED) TYP, TOP & BOTTOM. *14 TEK SCREW OR 1/4' -20 MACHINE SCREW L NUT 0 13" 0.C. 1/4 -20 MACHINE BOLT & WINGNUT 6 -1/2" 0.C. ITYP, TOP 1. BOTTOM) • FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1" i 0 W J O W u J W z 4 D g O 1 W W 1/4 -20 MACHINE BOLT t WINGNUT 0 6 -1/2" 0.C. ITYP. TOP & BOTTOM) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' s 4 a 1 • t 1 1 C s N.J. I PROFESSIO FL I n t No. PE 83 • •c• All NOT[D ER 04/22/1• drown by cb•cIed b VJK (design by 1 VJK awing no. 98 -128 moot 2 of 1 MIAMMADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Inc. 450 West McNab Road Ft. Lauderdale FL 33309 Acceptance No.:98- 0713.01 (Revises No.: 98- 0120.01) Expires:07/31 /00 Approved: 11/26/98 -1- Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS 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. Steel Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the uTe of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by V. J. Knezevich, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. 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 shall re- evaluate this product or material should any ammendments 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 by the manufacturer. Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp : / /www.buildingcodeonline.com . All Broward Hurricane Panel, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 98- 0120.01, which was issued on June 6, 1998. It approves a 20 gauge galvanized steel storm panel 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 The 20 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -128, titled "20 Ga. Steel Storm Panel ", prepared by. Knezevich & Associates, Inc., dated June 23, 1998, revision #2 dated October 20, 1998, sheets 1 through 7 of 7, 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 The 20 gauge galvanized steel storm panel 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 following statement: "Miami -Dade County Product Control Appi ". 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. 6.13 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. 98- 0713.01 NOV 2 6 MR July 31, 2000 f� / Helmy AXIakar, P. E. - Product Control Examiner Product Control Division -2- • All Broward Hurricane Panel, Inc. ?tCCEPTAiNCE No. : APPROVED EXPIRES 98- 0713.01 NOV 2 b 1ci9g July 31, 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 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: "Miami -Dade County Product Control Approved ", 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 •rofession. 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 proess. 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 Miami -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 Accepta shall be cause for terrnination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and th is last page 3. END OF THIS ACCEPTANCE - 3 - Helmy A. ar, P.E. - Product Control Examiner Product Control Division