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670 NE 97 St (14)PRODUCT CONTROL NOTICE OF ACCEPTANCE Guardian Hurricane Protection Products, Inc. 8163 NW 74 Ave. Medely ,FL 33166 Your application for Notice of Acceptance (NOA) of: HT -100 Accordion Shutter under Chapter 8 of the Code of Miami -Dade County Alternate aterials and Types by the Miami-Dade f Construction, and completely described herein, has been recommended for acceptan County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 if it is use of such product or material immediately. BCCO ails t mee the rements reserves h right requ this of the South Florida determined by BCCO that this product or m atenal f Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0705.05 EXPIRES: 08/24/2003 APPROVED: 08/24/2000 \ \s045000I \v• \tempiates \notice acceptance cover page.dot 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 DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 14nmenavn- httn . / /www.huildingcodeonline.com Guardian Hurricane Protection Products, Inc. ACCEPTANCE No. : 00- 0705.05 APPROVED 08/24/2000 EXPIRES 08/24/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum accordion type 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 aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -871, titled "HT100 Accordion Shutter ", prepared by Knezevich & Associates, Inc., dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, 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 aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit 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. / 4. Helmy - . Makar, P.E.- Product Control Examiner Product Control Division 2 of 3 Guardian Hurricane Protection Products, Inc. ACCEPTANCE No.: 00- 0705.05 APPROVED 08/24/2000 EXPIRES 08/24/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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 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 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 needs 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 Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. altar, P.E. Product Control Examiner Product Control Division 3 of 1840 483 875 1483 6 D�0 44 1 1 620 12 I1 = 055 17 = 076 HEADER -CLG- MOUNTED SCALE: HALF SIZE t2 -11 TYP. SLATS 048 IF- TYPE 2 966 4 875 483 f 1 rig 6 I1 1.193 EITHER TYPE 1 OR TYPE 2 SLAT 15 ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE 2 420 SCALE: HALF SIZE .052 11 = 055 12 = 076 13 = 097 HEADER 2 WALL MOUNTED GENERAL NOTES: ACCORDANCE ACCORDION SOUR H FLORIDA BUIILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3 ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: GUARDIAN HURRICANE P O ECTION PRODUCTS, INC. MIAMI-DADE PRODUCT APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024_ ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy - 33 KSI. POP RIVETS SHALL BE 3/16 "0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT ). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201. 202, AND 203. 8. DESIGN IS 8A5" ON CONSTRUCTION TESTING CORPORATION IC.T.C.) TES" No 96 -024 AND 96 -037. 9. TOP DET/ - EE USED AS SILLS. 10. FLOOR 'OVABLE 4 NON- STACKING LCr,' ,..= _ _ CH AS CALK -IN nt. 11 •t 1 0 SCALE HALF SIZE SCALE: HALF SIZE O 0 0 N tfl CV O m N ga ADAPTER SLAT 0 0 BUILD -OUT WALL HEADER 248 2" MIN. - 5" MAX. 1 ANGLE 0 01.8 .384_ 060 — SCALE: HALF SIZE 0 125 0 107 11 = 05S 12 = 076 13 = 125 SCALE: HALF SIZE 2 775 2 586 1651 D 285 O.D. 060 I I• t=1 `060 060 Y 1{-96D L_ '08 d 0 250 ^ - 949 1.391 1 891 O CENTER MATE 1 1 p CENTER MATE 2 SCALE: HALF SIZE 0 STAINLESS STEEL ASSEMBLY .4600 HOLE NYLON WHEEL RIVETED IN PLACE I/1 251 m r-. ,r,1 %/ 3 840 MAX. S ` 0 600i Ity: 2) m Ln 931 t, ITYP 7) j 0.326 0 620 1840 tfl INSERT SCALE: HALF SIZE TOP 0.1.8 3 2 0 '1 O O 01. 0 "R 097 - 0 1 v 095 L 942 ,J)4- m t1• IJ -- �-.._, 060J 1.039 0 SILL -WALL 0 MOUNTED -t 3 2 795 165 1 0 285 0 0 060 1 . 9 _ _2-10 SCALE HALF SIZE .313 5 .688 2 812 1.115 2 420" I 945 600'•, 620'1 I I 11 r 1 111 r 11 t ,t— 0 12 ., t7 _ ,n rt2 11 = 055 17 = 076 13 = 097 SCALE: HALF SIZE 2 984 .312 384 -060 2345 I. f 314 0 _ r 3zz 211. .322 i 4 LOCKING ARM SCALE: HALF SIZE 1/8" THICK STAINLESS STEEL .375 1 * I 0 m 1.85 4-230 MAX BOTTOM CARRIER BUSHINGS 230 MA X .300 0 .211 w 1 685 -' 11..6s 600 620 1 500• "1 0 5 - I, I ^ I II 711 } 1 - 1 - 184 050 CD ADJ. SILL -TOP O ADJ. SILL -BOT. O FLAT END SLAT SCALE HALF SIZE SCALE HALF SIZE 0 N 248r 060 15r 1 350" 11. 055 12 =.076 3 245 3 5101D. 630 OD. .165 1 0 285 0 D. f J 060, 11}7��-- Ob0 to N l7` 0604- 1}-060 I ,� .250 949 1 391 1 891 15 LOCKING CLIP CENTER MATE 1 ga W/ LOCKING ROD SCALE HALF SIZE SCALE: HALF SIZE WALKOVER SILL FLOOR MOUNTED 080 0 1 500" 4 1.533 0 ✓, 055-,+ IT 1 0 0 N ,9_Q N 095 - 4424 942 .360.310 .550 SCALE: HALF SIZE 0 375" R 0 i 0 Cst N 7 101 90° END SLAT SCALE HALF SIZE 1250 SCALE HALF SIZE 1659 31.65 3.261 510 ID. 630 0 D .165 1 D. 265 0 D 060 1 039 060 SCALE: HALF SIZE 2.110 INSIDE HANDLE SHIM (NYLON) SCALE: HALF SIZE 1 1 250 080 0.435 R 0.135 R -060 CENTER MATE 2 W/ LOCKING ROD 11 .,50 0315" I . 0.200 .985 1.345 0 505" R j rn N LOCKING ARM ALIGNMENT BUSHING (NYLON) APPROVED AS COMFLYING WITH THE SOUTH FLORI BUI DWG CODE DAT O %% 2. 4 2.00 O BY PRODUCT NTROL DIVISION i 111 DINT: rnnc rnurn d 0 U Z r z1- g — In 6 • __ 0 < I1JU M 0 I 0 ¢ <0 s _0 U ¢ ' J 0 • 2 UJ w n $ c < 2 4 ° ..ti _ • N u O ' 1 = w o _ 0 § 3' IL J N t z Z ze 0 Y o scale AS NOTED 10983 draw,n0 no I n 0 0 0 z F L. = 7 200 07/23/96 se No: •es,gn by �J heci.ed b V JP( I� V JK 8 Y WID O J , < to to z <Nfl 1- acorn '0 F artr 1 O JN 3 b.Oto -0701 Maw< wI—ii. Tn � V.J. EZ ICH PROF • SIONA NGINEER (drawn by t MC z 3 z 4 SINGLE ARM LOCK BOTTOM TRACK N.T.S. SINGLE ARM LOCK SECTION VARIES - NO LIMIT. 'TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED 08 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE Z , -op TIONAL - /8 - m HOLE ERZ EXTRUSION L TOP TRACK 1 ALT LOCATION OF LOCKING MECHANISM AT SIDE — LOCKING MECHANISM CAN BE (8I 18 ABOVE OR BELOW CENTER (SEE NOTE 6) (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/1` MIN. 1 -1/Z MAX. :DINT BETWEEN 'MOVABLE AND t SILL 1 • x 1 x 1/8"• ALUM. ANGLE w/ 3/ - W POP RIVETS (cT 6"' O.C. PLAN VICW (XIS TING GLASS FASTENER Cm 21- 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O (TYP.) b 50 FR 'TYPE 4 ION B ON SHEET 3 '1E7E INFORMATION FASTENER (0 7L 0 C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 0 ITYP ) - SSEMBLY OP - TONAL ACCESS HOLE EXISTING STRUCTURE r INSIDE CLOSURE - T - HANDLE W/ SHIM 111111151-, clrIMIII Mil O 9 1T I SINGLE ARM LOCKING tl 6 -1/2' MECHANISM AT CENTER { OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 51NGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER • MIN SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET 5) DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE: 3 : 1' -0 — MIN, SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET 5). DISTANCE 70 BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE - T - HANDLE w/ SHIM OPTIONAL PLAN VIEW SCALE: 3•' • 1 -0•' USED WITH PIECES 0 AND 01 a FASTENER (Ea 2 0 1SE( ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ITYP ) FASTENER (a, 21.- DC. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING GLASS 2' MIN CARRIER BUSHING 12 7/16 " 0.0. x 0.6 "' LONG NYLON TOP BUSHING 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING O a10 x 2 SMS. MANUFACTURED FROM Uc10HT OR 18 -8 STAINLESS STEEL W/ XYL 5200 FLUOROCARBON COATING L L60 - 0 x 050` THICK 300 5ER)E5 STAINLESS STEEL WASHER ITYP TOP b BOTTOM/ *110 x 3' SMS. MANUFACTURED FROM M1.10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING b .1.60"•05 ..o50" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP L. BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE APPROVED AS COMPLYING \MTti TFiE SOUTH FOR PA BUIL'ING CODE DATE ° b0 4 Z-' Zoao BY il��.�..^ 7L' . i . . PRODUCT e TROL DIVISION 0 (I) rZ 0 0 to 0 IA v o C a )) ) 7 200 Q co (0 (O CA 0 0 N CV (O 0 V.J. KNEZD CH PROFESSIO •1 GINEER FL ce a No: P _ 0 . 0983 7/23/96 (tale •S N0TD) (tleva■ by )(cbecl.•a byl brawn by HC ,lIuTTER i -A T ION ;LASS ISLE DJLL SHEET 51 _ /. 5 S T DOOR 0 0 W O WALL MOUNT SECTION A SCALE : 3 ". 1' 0" 1 /L' MAX GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP, FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPES" BUT DO NOT EXCEED 6" SPACING ITT ITT EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE. TYP FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' ROLLER ASSEMBLY TYP EVERY OTHER PIN 1 /L" MAX 11 C ON T. TWO 1/L -20 MACHINE BOLTS W/ NUT OR 014 TEK SCREW p 12" D.L. ITYP. TOP b BOTTOM) SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP ). FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 5' BUT DO NOT EXCEED 6" SPACING n _ 2 a te+ a • w 32 O • J W Q 7 X 0 Q W = v wN / /2 A)L MIN. SHUTTER SEPARATION FROM GLASS (SCE SCHEDULE SHEET 5) GLASS OR DOOR 1/2" • 3/16 -- 0 POP RIVET OR 012 TEK SCREW p 6 0 C. ITYP ) OL L OS ASSEMBLY x 1" w 1/8" ALUM ANGLE W/ 3/ "m POP RIVETS (d 6 0 C FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 4' CEILING /INSIDE MOUNT SECTION 1 /L -20 MACHINE BOLT W'/ NUT )B 12" O C. IT YP.. TOP b BOTTOM) 0 1 /L MAX az � 1 /L MAX (XISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP E0.�E0 n ; y A - o I w •'• w ,I� SCALE : 3". 1'- 0" S /8- ROLLER ASSEMBLY TYP. EVERY OTHER PIN j, EDGE DIST EDGE DIST. 0 GLASS OR DOOR 0 0 W — FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3' 3 / 6 - 0 POP RIVET @ 6" O.C. (TYP.) EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE. TYP MIN SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 5) O \ 1 /L'• MAX 1 /L - MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4 OFF CENTER REFERENCE CONNECTION TYPE 4' GLASS OR DOOR 0 w 0 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 7 TYP. TOP b BOTTOM 1/2" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' O BUILD -OUT MOUNT SECTION C 1/4" MAX. - % n / - 11 ) NIT ct 'Tln NI z Q N a N y� 3 M -1 J • J W <-' xO Q W F v w V to 1/2" MIN SHUTTER SEPARATION FROM GLASS ISLE SCHEDULE SHEET 5) 3 -3 /L Max ALT ANGLE LEG DIRECTION (TYP ) SCALE 11 CONT - FOR LARGER SPANS USE TWO 2 x 5" AL ANGLES ISLE SCHEDULE 1 TYPE 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CCNNCC T ION 'TYPE 2' — FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION TYPE 7 0 CONT - FOR LARGER SPANS USE TWO 2 x 5 AL. ANGLES )SEE SCHEDULE 1 TYPE C) MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 1/4 -20 MACHINE BOLT W/ NUT p 12 0 C ITYP • TOP S. BOTTOM) TOP b BOTTOM SCALE : 3 "_ FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION TYPE 1' BUT DO NOT EXCEED B -1/2 SPACING 1/4 MAX 1 /L MAX. GLASS OR DOOR u 0 w EMBED EMBED GLASS ISCC SCHEDULE SHEET 51 0 3.3/16 MAX, z N cr 2 X N O O FLOOR MOUNT SECTION D BUILD -OUT MOUNT SECTION D SCALE : 3" ti-- 1 /L" MAX. 76 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 3" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE. TYP. ,— 2" x 2" x .050' ALUM. TUBE TYP TOP E. BOTTOM APPROVED AS COMPLYING 1MTH THE SOUTH FLORID: BUILD G CODE DATE o • 2¢ &COO EY AI� � PRODUCT � TROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1/4" MAX e1. 1/4" MAX FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' BUT DO NOT EXCEED 8-1/2 - SPACING CU ° Z W ( U < — O U 0 N (1) ¢ Q W 0 = z W _ O Z Wr N J W rn Z U o Il W 0� r Z I2 0 0 to 0 1/) 2 0 4 a 8 0 s CAle AS NOTED design by VJK O U f drawing no n n _Q71 V.J. K PZE 1"CH PROFESS . NAL ' GINEER I FL a se No: P 10983 0 to •q . X9oa 07/23/96 (drawn by l M( checked by VD( ALUM BEAM & SHUTTER SCHEDULE D ESCRIPTION SHUTTER SPAN BEAM SPAN Tv = 125" 8" -0 8' -1" Tf =.12S" 5 1L• -0 2 x 8'• T.. _ .072 8' -0 12 -0" If = 221 10•-0• 11'- V 5" -0 15•-5 2" x 9" 7,/ • 072' it • 8" -0 13••2 " 1W-0" 12' -3" .221- EXISTING STRUCTURE THREE 5 /16 "0 CALK -IN (a) 3 -1/8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3 /L " MIN EDGE DIST. GLASS OR DOOR GLASS OR DOOR THREE 5/16 - m CALK -IN (6 3-1/8 - 0.C. W/ 1 MIN, EMBED. IN CONC, OR HOLLOW BLOCK W/ 3 -3 /L" MIN EDGE DST N TOP SUPPORT BEAM DETAIL H m N d z_ E ° EMS EXISTING STRUCTURE — • e 1L— �d ALT LEG DIRECTION MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) (MAX. DESIGN LOAD -!- 72 PSF) SCALE 3 1'- D" MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) EMB 3/16 "m POP RIVET OR 012 TEK SCREW (a6 "0C. Q b 0 ASSEMBLY 2 x 3" x 1 /4 x 0' -8 " 6063 - ALUM ANGLE THREE -1 /L THRU BOLTS 1 MIN r±.1 ALUM BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION b T1 —h MAX HORIZONTAL SPANS/ 1/L -20 5 5 I-IACHINE SCREW b NUT (5 12" 0 C. USE THRU tom,, 8011 OR ACCESS KDLE AS SHOWN IN DETAIL r HOLE r MIN. 2 x3 x1 /L x 0' - 8" 6063 -76 ALUM ANGLE THREE -1 /4°m THRU BOLTS (MAX. DESIGN LOAD -!- 72 PSF) -o r— n R A n c T n II 0 x 4 E L 1 /L MAX 3/16'•4 POP RIVET OR 1412 TEK SCREW (al 6" O.C. AL. BEAM /SEE BEAM TI — SCHEDULE ABOVE FOR BEAM DESCRIPTION 3. MAX. HORIZONTAL SPANS) 1/L -20 5 S. MACHINE SCREW 2. NUT (6 12" 0.0 PROVIOE 1"m ACCESS HOLE IN BOTTOM OF BEAM OR USE THRj1BOLT AS SHOWN IN DETAIL NOTE 1. USE BEA SCHEj),ULE FOR DETAILS HH AND J 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM (OF SUPPORT TO CL OF SUPPORT. r GLASS OR DOOR GLASS OR DOOR PLYWOOD AND STUCCO FINISH 1" 3 " x 1/8" OR 1" x L x 1/8" 6063 -76 ALUM. TUBE (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE : 3 "= 1'- 0" - 1- PLYWOOD AND STUCCO FINISH 2' x 6" P.T. ALT LEG DIRECTION W000 PLATE MIN SHUTTER SEPARATION FROM GLASS /SEC SCHCDULE SHCC1 5) MIN SHUTTER SEPARATION FROM GLASS /SEE SCHEDULE SHEET 5) _11/2" 1 /L MAX 3/1 -20 5 S MACHINE SCREW b NUT (5 12" 0 C. PROV10E 1 - 0 ACCESS HOLE ( BACK SIDE FOR FASTENING TWO 1/L S S. LAG SCREW (d 2L- O.C. MAX. W/ 1 -3/1 PENETRATION IN CENTER OF STUDS to • Z 4 0. N cc z 4 1/4 MAX FOR WOOD PLATE USE 1 /L••m S.S. LAG SCREW W/ 1 -3 /1. PENETRATION INTO WOOD PLATE (al 12 D.C. TWO 1/1 5 S. LAG SCREW (01 21. 0 C, MAX W/ 1 -3 /4 PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = ± 72 P.S.F.) WALL MOUNT SECTION - USING 2 x 6 WOOD PLATE APPROVED AS COMPLYING WITH THE SOUTH FLOR1 •A BUILD NG CODE DATE O' 24, oO BY rat, • 1/ . PRODUCT C' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. --O 705-.05- 0 N d (des.9n by t vJK dray.n9 -- no. 00 -8 / 7 1 U z N w N U 0 U Z 0. 3 0 0 .1) ID 3 I N 2 U w I- I Y ID 0 W N 2 W 0 J O O CEMOMMENNUIEND V.J. KNEZ PROFESSIO EN r NEER FL L e -e No: P '' 0983 200131 [ a 23/96 j wale 1 dra.+n by AS NO TE0 C checked b y v )K MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN - LOAD IW) (PSF) ACTUAL SPAN (FT - 114) MIN SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 7 -7/8 1 -1/2 7 - 0 7 -7/8 1-5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 7 -1/8 13 - 1 3 -3/4 2 -3 /6 4 0 0 5 - 0 2 -7/8 1 -1/7 7 - 0 7 -7/8 1 -5/8 8- 0 7 -7/8 1 -5/8 11 - 0 3 7 -1 /L 17 - 11 3 -3/1. 3 50.0 5 - 0 7 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 7 -7/8 1 -3/6 11 - 0 3 2 -1/7 12 - 7 3 -3/1. 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 7 -7/8 1 -3/4 11 - 0 3 1-3/i- ll - 8 3 -3 /c 3 70.0 5 - 0 2 -7/8 1 -1/7 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 1 -1/4 10 - 4. 3 2 -5/8 80.0 5 - 0 7 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3 /4 8 - 0 1 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 c I. 90.0 5 - 0 7 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3 /4- 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 c 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 3-1 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG DESIGN LOAD IPSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT 000 F 111 - 1N1 TYPE B DETAIL O OR DETAIL O W/ SINGLE ANGLE REQUIRED 3 - 3 /c•• MAX 8 O. IFT - IN) TYPE G DETAIL DOUBLE ANGLE REQUIRED 3 -3 /4 MAX. B.O. IF7 - IN) TYPE 0 DETAIL Q 9 -3/16 MAX B 0 111 - IN) 300 13-1 12- 13 -1 12 -7 380 13 -1 11 -0 13 -1 11 - 4.0 12 - 11 10 - 8 12 - 5 10 - 11 Leo 12 - 9-9 10- 4 10 - 57 0 12-1 9- 4 9 -7 9 -7 560 11-11 9 - 0 9 -0 9 -3 615 11 - 7 8- 7 8- 7 8- 10 63 3 11 - 6 8- 6 8- 6 8- 8 66 8 10 - 11 8- 3 8- 3 8- 5 675 10 - 9 8- 3 8- 3 8- 5 71 7 10 - 3 8- 0 8- 0 8- 2 75 0 9- 8 7- 8 7- 8 8- 0 8 1 4. 8- 1 1 7- 0 7 0 7- 4 86 a 8- 5 6- 7 6- 7 6- ID 91 6 8- 0 6- 3 6- 3 6- 6 100 0 7- 3 5- 9 5- 9 6- 0 1100 6 - 7 5 -2 5-2 5-5 170 0 6- 1 4- 9 4- 9 5- 0 130 5 -7 4 - 5 4 - 5 4 - 7 160 0 5 2 4 1 4 1 4 - 3 1500 4 - 10 3 - 10 3 - 10 4 - 0 160 0 4 - 6 3- 7 3- 7 3- 9 170 0 4 - 3 3- 4 3- 4 3- 6 1800 4 0 3- 2 3- 2 3- 4 190 3-10 3 -0 3 -0 3-1 200 0 3- 7 2- 10 2- 10 3- 0 210 0 3- 5 2- 8 2- 8 2- 1D A B L E 1 2 MIN. FASTENER a 2 O.L. (USE ANY ANCHOR IN ANCHOR SCHEDULE) Q ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1" x 2" x 1/8" ALUM ANGLE 3 1410 TEK SCREWS OR 3- 3/16' ALUM. POP RIVETS (TYP.) 2"x2 "x1/8" ALUM, TUBE 6063 -76 ALLOY -r. NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE E DETAIL 1410 x 1/2' GALVANIZED SMS OR 3/16"'0 ALUM. POP RIVET 9 18' 0 C. 1" x 1" x .055" ; 1 x 2 x .055 - : 2 x 3' x .055 2 x 1." x .055" OR 2" x 5" x .125" AL. ANGLE 1410 TEK SCREW OR 3/16 "0 ALUM POP RIVET (0 24" 0 C. (TYP.) TWO 1/6"0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) C)0 9DOR 9a NOTES. 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE HAX SHUTTER SPAN 6. ENTER TABLE 7 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SHUTTER SEPARATION FROM GLASS. 0 ALT. CLOSURE DETAIL SCALE: 3" = 1' -0 0 ALT. CORNER CLOSURE DETAIL c. 2" MIN. 2 " "x.125 ALUM ANGLE CONT FASTENER a 2c - O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 1/6 -20 TRUSS HEAD BOLTS L NUTS W/ LOCK WASHERS (0 16" 0.C. HALF OF V USE MALE OR FEMALE AS REQUIRED 14 • 1/2" GALVANIZED SMS OR 3/16 "0 ALUM POP RIVET @ 18" D.C. 1" x 1" x .055 ; 1 x 2 x 055 - ; 2" x 3" x .055" . 2 x 4" x .055 - OR 2•' x 5 x .125 AL. ANGLE EXISTING STRUCTURE A 8 L 2 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY 11/8" BELOW CONCRETE) MIN SHUTTER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 5) 1 - 1 /4" SCALE 3"= 1'- 0" 060 " ALTERNATE ©Q FLOOR MOUNT DETAIL 1/4" MAX. EXISTING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDI G CODE DATE O • 2-' 2 c ' BY �7Jz, -• PRODUCT C • 'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O O O 7 O 5' 0.5" MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (dl 8" 0.C. ANY SCHEDULED FASTENER I5 ACCEPTABLE 0 01 0) IIIIMIIIIMIMIIIMIMI V.J. IO N NG PR OFESSIO N NG EER 'FLLI' • -No: PE • 3 •983 li ° Z Z w (1) ~ W O < O — U ¢ 0 Et . CD, (/) 0= < w O = Z U o W 4- N D W rn Z 0 • 0 0 • < • 0 N 3 Z '6 • 0 o — o Z 4 > Y'Y 3 N O W 3 ° n Y W 4 tt 0 W Y dei q n b VJK Ora no. nn 071 b 0 0 t U U 0 03 (0 (O 0) 0 0 N N (D 0 • (1) 2 2000 dal e •case drawn by f AS NOTE( MC 07/23/96 [chec[chec by ked FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS MIN. 3/4" EDGE DISTANCE LOAD SPANS UP TO SPANS UP TO SPANS UP TO - SPANS UP TO (w) 5' -8" 8' -0" 9' -0" 13' -1" isi uc ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION CONNECTION CONNECTION CONNECTION NOTE TYPE TYPE TYPE TYPE 1) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 000M mnMMMI 48 0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 1/4 WOOD LAG 1 --3/4" MIN THREAD D 72.0 12 12 7 5 10 12 12 5 3 7 9 12 1. 3 6 7 12 4 6 PENETRATION SHEAR PARALLEL OR PERP 92 0 12 12 5 3 8 7 12 4 f 6 7 12 4 6 7 12 4 6 TO WOOD GRAIN 2100 7 12 4 , 6 7 12 4 / 6 7 12 4 4. 6 7 12 4 6 4.8 .0 %2. 0 41.0 62 0 72$ 92.0 9 12 7 12 12 7 11 5 11 5 7 12 6 11 5 6 4 3 3 12 12 12 12 11 12 8 12 12 12 6 7 12 6 3 8 12 12 9 4 6 12 12 7 3 SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 9 9 12 7 5 12 6 1. 11 5 1. 11 5 12 12 7 11 4 9 3 8 3 8 12 12 12 12 5 L 4 4 10 8 7 12 6 3 12 12 8 7 11 6 L. 10 5 3 9 4 CONNECTION TYPE 1 2 3 4 5 10 8 8 8 8 SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE 1 2 3 6 5 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 7 5 1. 3 3 9 4 12 12 12 12 9 12 12 12 12 8 11 12 12 12 6 8 12 12 10 5 7 9 12 8 4 5 6 12 7 3 L 4 12 7 12 6 3 3 12 12 12 11 9 9 12 12 9 7 6 4 4 12 12 L 6 7 12 3 4 3 10 3 3 10 5 6 8 12 12 10 5 6 12 12 8 4 5 7 12 7 3 4 3 9 5 3 9 12 12 8 9 5 12 12 8 4 7 11 6 3 4 10 5 3 3 9 4 3 3 9 4 12 12 11 12 9 12 7 9 7 9 6 12 5 8 12 12 12 12 12 11 12 10 12 10 12 10 12 7 3 3 10 5 3 3 10 5 4 11 11 6 6 12 12 9 4 7 12 7 3 3 9 5 3 3 9 5 4 10 10 7 7 12 8 6 12 7 4 12 7 L 12 7 5 10 5 3 9 3 9 4 ®� 87726 1091210 10 I 12 12 IRMO ��9 5%/ /83 :111,21 ono 3 3 O% i I/.© 3 9 4 EMU ®E� 5 11 1 1 6 �© 10 10 5 /� rJ ® e 6 , 2 12 7 11113 ©4 8 8 4 OR 1. 7 4 %� ®O 3 4 9 9 6% OB 0701111111WWNEWBEISEMIWZMODMIEMAME" ' S 3 MO 3 6 3 O MON 3 3 4 6 4 / Q�//. / /��, , ,� �© / / 12 12 7 5 10 4 1 12 12 12 6 8 12 12 9 5 12 12 8 10 5 7 11 5 3 8 4 12 12 10 4 6 12 12 7 1. 7 11 6 3 10 5 3 9 �8 3 9 4 4 9 4 3 8 4 4 5 6 11 6 4 4 3 8 4 3 8 4 � 3 4 3 9 4 3 3 9 4 3 9 4 AI o. MEMO 8 4 j 3 8 4 % N 3 . 3 9 4N 3 9 4 12 12 6 a e ©5 11 6 5 7 9 12 10 7 9 12 12 11 5 7 12 12 8 12 12 11 9 12 10 9 12 10 9 12 10 LOAD (W) PSF MAX . (SEE NOTE 1) 48.0 62.0 SPANS UP TO 5 -8" (SEE NOTE 1) CONNECTION TYPE 1 2 3 12 12 12 12 12 11 12 1r 4 92.0 12 ?10.0 7 12 6 L 0.0 12 12 12 12 12 10 MIN. 2" EDGE DISTANCE CONNECTION TYPE 48.Q 62.0 'III 5 1011 5 9 N ®O©4 5 9 4 ` M 3 7 3 ON ®10 ff13o10©nO 7 3 ' 3 7 3 %; 3 7 3 /;10 ®m ,• '� 3 7 3 3 7 3 3 9 5 480 5 10 10 6 � 9 9 6 �� 3 6 4 12 12 11 4 ��86 62.0 mop 8 5 i r n 4 7 4 M %% 12 ®m 72.0 NV 10 DOM 7 4 art mo rmmmm 9 92.0 ' Ur� %/ %', i % IXID 2 /°- / � /, %/ 4 5 3 % / %/,ead.► %%r�r CONNECTION TYPE ANCHOR TYPE H 1uu∎mm�∎ i u1∎uum∎v, 1/4"0 ITW TAPCON W/ 1-1/4" MIN EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) a tr mg( tm mate u �f 1 Muma1SIlIli> Ja 1 " m ELCO MALE/ FEMALE "PANELMATE 1_1/4 MIN EMBEDM• :. & 1/4 -20 MACHINE 92.0 SCREW WITH NUT 2 (MIN. 3.000 P.S.I. CONCRETE) . 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 1/4"o POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 111 [ �1� 1l t� 111 1111 1 1/4"m ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1-1/4 MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW WITH NUT 1/4"m POWERS ZAMAC NAIL -IN W/ 1 -1/8 "' MIN. EMBEDMENT 1 /4"0 POWERS CALK-IN 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCRE W ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ;2.0 92.0 210 0 0 12 12 12 MIN. 3" EDGE DISTANCE SPANS UP TO 13' -1" (SEE NOTE 1) 4 4 4 3 3 3 3 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND 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 WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION 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, WOOD 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" x L. (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD 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 AND 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. 11. FOR BUILD -OUT MOUNT SECTION Op ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. APPROVED AS COMPLYING WITH THE SOUTH FLORID • BUILDIN . CODE DATE 0 8 2 " Zoo BY !1 ff PRODUCT sI BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. 00 - O U5' 05 o Z; - t11 U) ~ W 1- 0 - o U 0. cn ci) Q w �tS - 0 U - o W l- N wN Z 0 O 0 0 (i) r� T O IQ 0 0 0 da e 7 t i a 0 U U 00-871 U w N w z 0 0 0 0 8 LAD Z_0 wm inrJ > < �2) y acv F ornm cc cIv ' ro 313-oIn mm Z >w wawa _ mM O a h Q �'c0 C i K Z � V. T - _ < O'' Q W N Q) - <W W 0 iumaimmirmia_ ; t: f . 1 _,, ,: rD ii_c r ) , ( V.J. KNEZEy1011 PROFESSIO ' NGI. ER FL Li 'fl No: PE 'a 9D3 _200.0_ /23/96 ac ale iorawn by L AS NOTtDJ( Mc) des. gn Oy fcheched byl VJK A V JK i dray.nq no U Z 4 D 0 0 0 } U 0 0 CONCRETE NAME ADD. CITYIzIP Y d c 1' a -- 3- 1(10 GUARDIAN HURRI PROTECTION PRODUCT. INC 8163 NW 74 AVE MEDLEY . FL.33166 305)888 - 7727 BUILDING DEPARTMENT CITY /ZIP DATE I a /! /D.L Authorized signature. To whom it may concern: We are the authorized manufacturer of the " HT 100 A Accordion shutter. UNDER PRODUCT CONTROL NUMBER 00- 0705 -05- THIS LETTER AUTHORIZES AWa6 Wi \c ut) TO USE OUR ABOVE NAMED PRODUCT IN ACCORDANCE WITH APPROPRIATE COUNTY CODES. IN ADDITION, ALL PRODUCT APPLICATIONS ARE TO BE STRICTLY ADHERED TO. ALWAYS REFER TO SUBMITTED ENGINEERING. CONTRACTOR JOB LOCATION S DU c w \:&cOL) S NAME <3 C-L= 1 11 tUW ADD. 1o�7r 2r G ?- 33132