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HomeMy WebLinkAboutProduct Control Notice of Acceptance; 20 ga. Galvanized Steel Storm Panels ShutterMiAMI-0ADE h1IA14II-DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING f^'{ BUILDING CODE COMPLIANCE OFFICE v METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2909 Southeastern Metals Manufacturing Co., Inc. CONTRACTOR LICENSING SECTION 11801 Industry Drive (305) 375-2527 FAX (305) 375-2558 Jacksonville FL 32226 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 Panels 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 it 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99-0318.03 Expires:10/10/2002 Raul Rodriguez IV Chief Product Control Division THIS IS THE COVERSHEET; SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COM- MITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code Dade County, Florida under the conditions set forth above. Approved: 07/01/1999 I'Mak0la, sco J. Quintana, ade County g Code Compliance Office Ir'ernet mail address: postmikster@buildingcddeanline.coni Homepage: htip://W*w.buildingcodeoniine.com :.� Southeastern Metal MadufacturinQ Co., Inc: ACCEPTANCE No.: 99-0318.03 APPROVED J U L 0 1 '999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No: 97-0805.01, which was issued on December 1, 1997. 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. 96-20GA01, titled "20 Gauge Galvanized Storm Panel System"; prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997; sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps 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 apprdved drawings; as identified in Section 2 of this Notice of Acceptance, clearly marked to show the coiponents selected for the proposed installation. 6A.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. Helmy A altar, P.E. - Product Control Examiner Product Control Division 2of3 Southeastern Metal Man tfacturina Co.: Inca ACCEPTANCE No.: 99-0318.03 APPROVED J U 1 0 1 1999 EXPIRES 10/10/2002 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 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 thei 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 inanufacturet 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 /J tit/-/ Helmy A. akar, P.E. - Product Control Examincr Product Control Division 3 of FIL �13• COVERAGE �6 1 i IB• 4 — 4I14114 R- 44.29' I—^1,375• REF. I L 1 I 09D R L �� 1 7/e• 1�- 1 7/B' S/B• HOLE ETYPI Q TYPICAL 20 GA GALVANIZED PANEL Tx550• x .wD. T.750' x 300' S/5 CLINCH STUD 7w• S/S �NEii STUD 1 $ /REtMD K OLT 7w ~ I T �I__•L_ o.1zs• +am• --i I ' mot._ Tvr HEADER CHANNEL LAYOUT EII 447' SILL 3 1/4 '•1 1.6 1/2;rS 1/2%r6 1/2• 6 1/2• 6 1/2• 7/3' 56' SILL fi ANCHORS 68• SILL 8 ANCHORS I I I I 7te< TNAAf wr, socNAA Bar AAW -0 - 7!0 .r aw• 7w --LArA•� I—'O 70 O S'1't 0 ANGLE (3)PATIO LM92 Z°aa- DETAIL SILL DETAIL Nate: Reinforced panels with stitch baits.�����I and sprtm}.wl °h. mid-spon secure at: each, lop, joint. O ALUMINUM HEADER CHANNEL DETAIL. 1. M! ANTmT 6 CmOIE! N ACLaAMAL NTH THE SOI7N.nONOA gAOYC fJOG 1NA m71lrA AND M ION Aird m amP mR01L 2 ASCC 7 AAIR NELAiLK SM L O SCAK JUNKCScuouraks 2INALL— .cma rY Y ATAx7rANrE tliN ATa 7_Y-1omAr LK AI LOOS ME CALV N Z AND R11QU CcArom S'. 1 AAW PANELSIN Ara. EL A7 INT C/U,LX wYANLIIO (CWl.7 eormrN 7R .1711.. ALU SOmC11NAL GNAOE L K WL rT. f= ALLNNN QIIDROLB Hurl Q 60R_7l, L7 4. PRODUCT NANmNS ArLL @ W N. 17. Or USE END Or WE. PANEL "IN, UAL W 06 YANm10. r4A PAIR A O SHALL SE WELED AS rOLOer= SWWAfml«NE7AL5 YAMIi11 nam COS NC. AACI601m" nOmA DARE CaYTT Pn== 19TTAOL APPRMED, - S 70 YRi ILrSFRAR."WOLN"=L FZWCR= rANCLS WA SIDTK IWS AND SrROX NU13 AT YO_4W SCCUAm Ai L11GY W AWL A. ALL IRIS WO NA91[AC 9WL RE CALYAI® 01 57AUAT55 SRR rTN A YT«OIN rT 17 ®. 7. WI[Nr. SPEQL110N5 NRI[O M[Am YL llt YAr1ACTW[Y MSQpIlA001 W1rAN5 ie' HE Liam N PAmUR Tmmm N. UP A BOT70N DETAxS A+OAN MAY RE TITTAOWL00 AS =a Q"TK*G 041tATE. PWaS WY NahHMIMIALLY NQ qAPPUCAML ILa° 7NE DETAAS AND SPEOMATOW SOON KNEW AER[SOIr 7NE rAmUCfS rA01RYD IO7 IMPACT. AND UNi0N,STAnC AN PRESSURE R.. W AQNADAICE rM RARE OtiRLrt PAOIOCaS PA 201, 70L ATO 20L DEAOT IS BMW. ON CTC 1EST'REPONT NLL IG YAMAN Aa AfAtLLSS■ iLit =01 LOAM Pas;= • +w 2.5°'-j f---1S0°•---{.-- 13.no�—.� 13:�•—� HOLE Lmwo- 44• SILL I•• 7/16'0,IHRU HOLE +.s.so:{. 63D•,�r•esa:.�.690•-.�. 6.so-+�- cuNCH•STUD, 6-ANCHORS, zaa•� �--13.ao•�.-13.DD'—}--13.00•�.— um'--,� 55• SILL (rssa•}°so'}ss0•}es0'}6sD'}fiw+L5vq- m:: 5B_ mi: S:ANCHM PRODUCT RENE�YE ISo•� f -13 ao•— } —1s DD---}-13.°D•�j�-- laoo•—,E-13.00•�- 68• SILL • Feso�}esD'}ss0-.�.6sD'}6sa'}sso'•�•sso�}'ssn•}6sD-� 10. ANCFAR5= r 4.0D--�, f--- 13An'=}-13m---.�--13.ao•---}-1aoD: ---�- 73.Da'—.�- u.DD'--� 66" stu. 0 .. .. . . . . .. .. k sso-} c.so•} s3o•} ssD•} 6.sa'} 630•} 650'} 63D•�. sso'}sso•} 63D'.� 12.ANCHORS- STUD ANGLESTUD ANGLE ELLLAYOUT OFFICE APPROVED' AS: COMPLYING. WITH THE SOUTH FLORIOA BUILDING CODE OAT Br�FRODUC . NTRCL DIVISION' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ^Z —OSO�l ,S,,�D6SO�D 5�111'eilrJt�i A+er%i.5 lift Co. W- 20 LY= "W= 51f8MPMQ.5Ym � OLA f• `irax:n Iwr ''' Hars7r- t OF 2 �'�96-0[Yd01 . e►'oIa e•rtrnI n At Ely Ealannq onuCT .,,,,. Exblhp 1/4'a2' Elco Pond Mote- E+klhq Q 2 Slroclure '•� 3 BLILDIN0 CODE C0Z yr GFPlC Slrodure + Moo -IV Ball w/I 1/4' / p Cdv- Washv k wadtered D 1/4' MAX . p 1/4'a1 1/2 Conuele 1 4 MAX Winged Nul� YIa/4'ad Od+e Noi r/ Hex Head Bdl Expansion Anchor 4311111111-4 r 1 ► 1'xl/4'/ID Rad x 1 ' - •D Caik-in Anchor 1 'IS D• • o. v 1 '.• A :. A. a /. Sled 1/4'Yl' S Sled fI4'xr. 1 s Steel g 2 S/E Sprinq Nul 5dardY Bolt. 6 spring Nut SldexkYkBdl� B spring Nut — spring g 2 5/S S 2 5/S' if Qaee or -' B Oan« Ooux p 0a« i7 Door p Dow Si 4erolk. Bdl 6 1'd/4'/20 1/4'x21/4' Topcan j .¢ Nee Head Bdl a • - ,a' 1/4'Xl' _ •x ./H¢a� Heod Svcw Sltlerdk Ball Exl+lhq •• - E+Isiing Slruclurs Rad fir.. 1'e1/4'/20 Rod EAlelhg Cdk-hr-Anchor ' Calk-h Anchor Structure, O Q) 3 3 OWALL MOUNT SECTION (DIRECT MOUNT SYSTEM) ANMF M WAIT nFTAII PANE) TO ANIAL OETAa ANGIF TO WALI OETAH PANEL To ANGLE DETAIL N.T.S © HFAOER / STUDDEO ANGLE MOUNT SYSTEM O cTl ppEf 1 ANRI F / TOP do BOTTOM MOUNT MUM N.T.S' N.T.S v 1/4•. MAX t/4H wood•Log: s«.. 1 1/2' Yin. Embedment 1 Glow of Door — m lur-1/4.w 1 Sled. Sidewalk Bait Spring Nut 0 a. Wood- Wood \ /1ood '�7I�`•�I Framing 4ead: Bdl t I I a r • � I _72'1/4'0 �-1/4'd Wood Caq - St7n.1 1/1• YYA Embsdmrll 1'A10.12S' ar 4.1/2' Log 1:x4'a0.1Alum.Screw 0 24' mm Maa« 2"k4' P.T: woodw/o ]/4'-Pmelrolian Stud Framing 0�16In Center oLSWde- O2a5' P.T. Wood Frmning.0..24' -TICS OETAL MAY BE USEO ANGLE TOO WAIL OETAlLOETAI . EMn TO ANGLE DETAIL. AT TOP 09 BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) OS�DDEDANGLE / TOP do BOTTOM MOUNT SYSTEM (WOOD FRAME) N.T.S. N.T.S' ANCHOR SCHEDULE (MM. 2' EDGE DISTANCE) NgN1, 1wc' 1/IY MIL Gtx-¢I- Aeplal tii�'�o-K+amnALe 1/PG tH'rAPmx fM I.a IW i0tw um La Intro 1/PAB' Ya Cali-W. •" Almla4 e t rn' liaLwAtR sal (A�P ¢ IrAal. goomEx ta• I/4�p• Ism PAx6 wrt YAidelf ey} fp 1wAA1/4O' tDtxIIb CALM. wAYe'll e' e111 �e,1 'ATAAA`a -MIT racer PAM U AM M Hou." QJ1Q C LT- rp 13' = IPAM APPROVED. AS> COMPLYING. WITH THE STOAJYI PMfl.9Y51EM SOUTH TLORUML DUILDING: CODE ��Tr�lI OAT _ l91 DY' . ,u ar PRODU BflTROL DIVIS.ON� �R1AQILMIP7 BUILDING CODE COMPLIANCE Dan *' N4Lridr 2 of 2- ACCEPTANCE NO. �+ 6- w SEMCO STORM PANEL FACTS The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida, U.S.A. Tested by one of • the toughest construction standards worldwide. Wind and hurricane storm panel pioiedion is mandatory irl Dade; Biowdid and Palm Beach counties and is also building code recognized nationwide, particularly in coastal or. high wind regions. Regular carpenter tools listed in the installation instructions are all that you need for i)o-It-Yourself Storm Panel Applications. + • Our storm panels system has been tested with a 'variety of alternate fastening hardware for both concrete, masonry, stucco, block of wood frame application. 1) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a lamp -in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. The detailed installation instruction pamphlets are available in English and Spanish They provide easy to follow, step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity" take -off information necessary to confirm your materials. Our system utilizes standardized 44". 56". 68 and 86" panel lengths to provide hurricane high wind And impact protection for most 'typical sized window and door openings. The stitch bolt secures panels together and is located it panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. When pre -drilling for tamp -in anchors and accidentally break into an open cell of the concrete block, the expanstan tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. A 1!8" pilot hole for wood Name construction or t/g" pilot followed up by a'h" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1"-1-1/8" penetration with the concrete dust blown out of the fastener hole to 'seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the notmal left to right applications. The product placement form, located in the detailed installation pamphlet, will record the number of labeled or numbered panels required far each opening by its specific intended location. Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention - A minimum 2" edge distance for concrete or masotuy opening or a/4 'edge distirici: for wood frame openings are required to insure correct fastener edge clearance. • Storm panels provide hurricane protection without lapping past the window opening. r : A wing nut driver tool is available for both "screw gun and hand ratchet screw driver. To meet building code standards, after the initial mounting hardware is applied; storm panel systems are designed to be installed without the use of special power tools. + in areas where storm panels are required by building code and also for existing buildings constructed in coda required regions, typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection i; provided. +• The tested 'wind speed rating for the SEMCO Storm panel $vstems is aplitoklmd6ly 140 M.P.N. This ek6eeds the average building code requirements of 110 M.P.N. wind bom water and flying debris protection. • a Approved fasteners for proper installation are critical to confirm building coda requitements. : Furring is a meads of adding a spacer to set out away from the wall or glass of a window. . Proper care in storing and handling panda is essential. Panels not being immidiately installed MUST BE KEPT DI2Y. Ideally panel§ should be stored in an indoor area. If indoor storage is riot available, exlrcme caution 'should be tiken in order io prevent moisture penetration ofthe stacks) by rain, snowfall, or condensation. Whether storing indoors or outdoors, the panel dick(s) should be stored 'off of the ground on- wooden blocks, with one end Aightly elevated A loose canvas tarp or waterproof paper should be placed over the siack(s) but itevtr tightly secured to the ground rn order to allow proper airflow to occur• Plastic tarps 'should never be used The plastic will only create Arid hold condensation. + The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and —55.0 PSF and with a maximum of irnpad deflection 2-5/8". location is the nummutrt clearance required from yvindow to the panel. Wind forces are defined it pounds per square fool in pressure and vary" with height and location of the building. 1-800-737-7327 or 1-800-SE-SPECS with iteatn of qualified technicians. Monday through Friday, 8:00 SEMCO maintains a toll free technical suppait Hot Line am to 5:00 pm EST. Providing information on building penuitting, custom lengths, special applications and general "How To" information. Building permitting forms are available where storrh panels are purchased. 5/25/99