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HomeMy WebLinkAboutProduct Approval (2) • RECEIVED JLEP 3 0 ",316 MIA SDE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Www.miamwaLmylecononu American Metal Fabrications,Inc. dba AMY Building Products 9040 Belvedere Road West Palm Beach,Florida 33411 FILE � , .A �a<. , SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will.incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063"(min.)Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 12-167,titled"0.063"Aluminum Storm Panel", sheets 1 through 5 of 5,prepared by Knezevich Associates Consulting Engineers,dated July 10,2012,signed and sealed by V.J. Knezevich,P.E.,on July 10,2012,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. ARSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo, city, state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0419.01 and consists of this page 1,evidence submitted pages E-1,E-2,&E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. MiAMt.oAoe COONY � NOA No. 12-0809.04 ..., Expiration Date: 04/18/2017 f 2l n/Z o 12 Approval Date: 12/13/2012 Page 1 American Metal Fabrications.Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#95-0717.06 A. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, .063"Aluminum Storm Panel.Drawing, Sheet I through 3 of 3,prepared by Knezevich&Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on: 1)Large Missile Impact Test, 2) Cyclic mind Pressure Test, 3) Uniform Static Air Pressure Test of 0.063"aluminum storm panels x 104"high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02116196, signed and sealed by Christopher G. Tyson, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11127195,for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCM Job No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations,pages 1 through 10 of 10, dated 02128196, prepared by Knezevich&Associates, signed and sealed by V J Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#99-0219.01 A. DRAWINGS 1. None. (Drawings originally in file 95-0717.06.) B. TESTS 1. None. (Tests originally in f le 95-0717.06.) C. CALCULATIONS 1. None. (Calculations originally in file 95-0717.06) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file No. 95-0717.06) E. OTHER 1. Letter issued by Al Purino stating that all documents are unchanged copies of 0.063"Aluminum Storm Panel submittals, Acceptance No. 95-0717.06. my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0809.04 Expiration Date: 04/18/2017 Approval Date: 12/13/2012 E-1 American Metal Fabrications,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-0417.06 A. DRAWINGS See NOA 99-0219.01 B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL it 06-0706.17 A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063"Aluminum Storm Panel ", sheets 1 through S of S,prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. . Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063"Aluminum Storm Panels Shutter,prepared by Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J.Abraham, P.E. C. CALCULATIONS 1. 0.063"Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. y A. Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0809.04 Expiration Date: 04/18/2017 Approval Date: 12/13/2012 E-2 American Metal Fabrications,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0419.01 A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063"Aluminum Storm Panel ", sheets 1 through S of 5,prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision #2 dated April 17, 2012, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Verification Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063"Aluminum Storm Panels Shutter, prepared by Blackwater Testing, Inc., Report No. AE-12-002, dated April 23, 201. 2, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of Compliance to Florida Building Code, 2010 Edition,prepared by Knezevich Associates Consulting Engineers, dated April 18, 2012, signed and sealed by V. J. Knezevich, P.E. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-167, titled " 0.063"Aluminum Storm Panel ", sheets 1 through 5 of 5,prepared by Knezevich Associates Consulting Engineers, dated July 10,-2012, signed and sealed by V. J. Knezevich, P.E., on July 10, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. - By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. Helmy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0809.04 Expiration Date: 04/18/2017 Approval Date: 12/13/2012 E-3 GENERAL NOTES: 1.87 1,87 LABEL- m LABEL y�._y Je�._ Y- • 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT LOCATIO 'II -I LOCATIOI I PROTECTIVE SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE 1.369" ISSUANCE OF A NOTICE OF ACCEPTANCE(NOA)BY MIAMI-DADE COUNTY PRODUCT y y CONTROL SECTION FOR THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OF THE +• C/] FLORIDA BUILDING CODE 2010. .:1 SEE NOTE +• � SEE NOTES 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS 1y11 No.70 No•70 i W o PRODUCT.WIND LOAD DURATION FACTOR Cd-1,6 WAS USED FOR WOOD SCREW .5 s 1•ey .5 e' .5 e' .5 e" E"1 ^� DESIGN. '�fI 6"PANEL �, 5��, 12.00"PANEL COVERAGE 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN OVER IN USE WHEN REFERENCING ,�--- T COVERAGE Ua• THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING g.2g2- -c WINO VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10, _ 15.37" ...__.....__-- A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED, vng•; S' O FULL ALUMINUM STORM PANEL O HALF ALUMINUM STORM PANEL' 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE 1 C E� 0 1 -0' �"O " INFORMATION FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 61G75-23 OF THE FLORIDA ADMINISTRATIVE CODE. 2,251" 2.251" 3.5" 6, THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A •156•• ,172' 2.251- L' 00�m9 'E LICENSED NTRACTOR,PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND R.25 IR.25 .172" R.25 2.251" 2.251' ARE COSUITAOLE TO BE APPLIED BY THE CONTRAUOR PROVIDED THE CONTRACTOR m - ,063" ,09"DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR .063" .09" R.25R.25 THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR 7p, TYP. TYP.MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN.CONTgACTOR TYP TYP.SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSEDLOAD OFSHUTTER. o Fj-7. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTSm m N NnQ.- VERIFIES nWILL VOID THE PRODUCT EVALUATION DOCUMENTS, -'- - t� 2.01" 2.01 2.01^ 2.01" e. DOCUMENTS, BUILDING OFFICDIALIMAY ELECT FROM ONE OF PRODUCT LOW NG OPTIOINS+ 2.24" 2.24" 2.24 z U A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND 0. 'Zj .-. SEALED BY A LICENSED ENGINEER OR REGISTERED ARCF(ITECT,I�HICH DETAIL 'h°HEADER HEAVY°h°HEADER BUILD-OUT°h°HEADER U°HEADER HEAVY°U'HEADER AND JUSTIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE 30 �+ O , =1 -0 SCALE, =1 -0 O° :3' =1'-0' O :i =1 - `c O a PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL oma GRANTING HIS/HER APPROVAL. .093"�yc B) REQUIRE THAT AONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND 888" 0.275 37 8 TYP. �,�+Ua SECURED FROM THE SECTION- '---- ' ,44 ,g1g•• •184" .275" IILC 0 MACHINE p� l 6"OR 7 om WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE .25"ZONE AREAS ONLY OPTION'B"SHALL BE ACCEPTED BY THE BUILDMG OFFICIAL. .OS"9. PRODUCT MARKINGS SHALL BE WITHIN 12"OF ONE END OF THE PANEL WITH A .25"MINIMUMOF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED °AS FOLLOWS: 093AMFBUILDNGPRODUCTS ,07" gg" TYP. ua �Kii V PALM BEACH FLORIDA 0.6 .138" MIAMI-DADE COUNTY PRODLI&CONTROL APPROVED I o 10. STORM PANELS SHALL BE 0.063'THICK 3004-H34 ALUMINUM ALLOY WITH A MIN. WITH 7/16"MACHINE HEAD 2- 5""MAX. Fy=25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN.Fy=23,0 KSL MATERIAL:ZAMAC 3 ALLOY 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N. WASHERED WING NUT KEYHOLE WASHER 'SCALE. F°TRACK STUD ANGLE BUILDOUT ANGLE 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH OSt.ALE:HALF SIZE OSCALE:HALF SIZE 10 SCAL :HALF SIZE SCALE:HALF SIZE �Z SCALE:3"=1'-0" A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N. 13. DICTATE PANELS MAZY BE MOUNTEDYHORIZONTALLYGWHERE APPLICABLE ONS 14, THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS WIDTH UNLIMITED �y WIDTH UNLIMITED AT THE JOB SITE,BEFORE COMMENCING WITH THE WORK. (PERPENDICULAR TO PANEL SPAN) "I (PERPENDICULAR TO PANEL SPAN) n -APPROVED HEADER PANELS MAY BE MOUNTED HORIZONTALLY w w 0 w 1 S <m ¢a W.Knee kh 0. H t- PRODUCT REVISED aumee S i ¢ as complying with the Florida p w O Btdldiag Code m� a o AcxPtmlce No Z-OSo .o¢ , w w ion Daleo 077 w= J 10 2012 N V N mx N r� Z N Q Q�'�lltfn) Y+-4 AiV PAS Iqt® < fi w -I w 07130(2012 APPROVED SILL TYP,ELEVATIONTYP.ELEVAnoN 12-167 SCALE.1/2 e i 8 _ -G' sheet 1 or C:LMIDI-Prolttts\MIDlsparMe_CAD\V1KnezMU\CAD2012\32.167_AMFlRO-sub\12-167-01.dwg.7/10/20126:5626 PM,ledger,1:1,w .KDLs}vrztemm EMBED CS CONNECTION TYPE- EMBED. .(10 Cl CONNECTION TYPE -C4 CONNECTION TYPE REFERENCE ANCHOR .}' �•� REFERENCE ANCHOR SCHEDULE FOR MAX, -I REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, SPOACING t] EXISTING CONCRETE, EO. HOLLOW BLOCK OR WOOD 3 OR 4 ,25^ 3 4 EXISTING CONCRETE,-- w DGE DIST. HOLLOW BLOCK OR WOOD FRAMING.SEE ANCHOR MAX. HOLLOW BLOCK OR WOOD O FRAMING.SEE ANCHOR W 'g FRAMING.SEE ANCHOR F SCHED.BASED ON TYPE SCHED.BASED ON TYPE SCHED.BASED ON TYPE w n• O. .25" OF STRUC.(TYP.TOP L ED. OF STRUC.(TYP.TOP✓L w F; OF STRUC.(TYP.TOP a. MAX. BOTTOM) ~ v B BOTTOM) wo rn BOTTOMI w $ w o ' 6 OR g T VB Ew $ v � 7 ooasry f w E wCA cc SEE E w^ X» SEE 7 Hw �,❑ I-w TABLE 2 X j E w aw=i FOR MIN. Q S O " < J EXISTING FOR MIN. In o w M w hM EXISTING SEP. F In= w m w GLAZING SEP. E j IS V GLAZING FROM w w" QZ FROM w 5 GLA55 N mM 11 x Ga GLASS y�QZ EE piL J J J J Q Cl CONNECTION TYPE t0 N 11 �N o .25" t7 F' REFERENCE ANCHOR - g xco w O O. MAX. SCHEDULE FOR MA%. w a !:1 1 SPACING ZJ W DG DIST W ..y„ EMBED. U 25" C5 CONNECTION TYPE Cl CONNECTION TYPE EMB d 0-/ MAX. REFERENCE ANCHOR REFERENCE ANCHOR `s SCHEDULE FOR MAX. SCHEDULE FOR MAX. w SPACING SPACING OF CLul �wr WALL MOUNT SECTION OTMOUNT SECTION ' WALL MOUNT SECTION bdb�o OSCA E,3'a -0' B 5AM.3..eT.-0.. © A E, : -0" 7 a °- EMBED. EXISTING CONCRETE. EMBED, C3 CONNECTION TYPE Q �a3F I, /'REF E ENNCCE ANCH.R HOLLOW BLOCK OR WOOD REFERENCE ANCHOR FRAMING.SEE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. / o SPA CMG SCHED.BASED ON TYPE SPACING EXISTING CONCRETE, oal� 25" BOTTOM)OF '(TYP.TGa SHOLLOW BLOCK OR WOOD FRAMING,SEEANCHORMAX. SCHED.BASED ON TYPE BOF OTTOM)'(TYP.TOP& XL w3/4" t7 y I MAX.CI CONNECTION TYPEREFERENCE ANCHOR SCHEDULE FOR MASPACING w^I-w OPTIONAL TABLE 2 X j LEG DIRECTIO MI GLAZING�}� F SEP. E ww GLAZING 'I)OII FROM W J w 'iul GLASS yl Q Z g x o a 11 VS.Knlsevkh N c 8 rnrmrmel -Ei 6 1 PRODUCT'REVISED RemeY w ns complying Ath the Florida Cl CONNECTION 7 HO 'L 11 C2 CONNECTION TYPE t7 M• Building Code REFERENCE ANCHOR w g REFERENCE ANCHOR p w - SCHEDULE FOR MAX. o Oj SCHEDULE FOR MAX. w D Aeceptm�ce No 0 o D[} SPACING SPACING E xp Da4 J7 ,z J 10 2012 EMBED. EMBED. a ua Cbtdrol �"•" A^ 07J10(l012 12 MAX. O BUILD-OUT MOUNT SECTION ALT.BUILMOUNT SECTION 12167 OSC -D-0UT 0 sl>eN2d5 C:\-MIDi-Poleds\MiDlspamte-CAD1V]KnazeAch\CAD2012\12.167-AMF\RO-sub\12-167-02.d.9,7/10/2012 6:56.21 PM,UKkjer,1:1,w .KDispvate.omn FASTENER @ 12"O.C.FOR FASTENER @ 12-O.C.FOR tt DESIGN LOADS LESS THAN DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F.&@ OR EQUAL TO 110 P.S.F.&@ MAX 8"O.C.FOR DESIGN LOADS Go 8"O.C.FOR DESIGN LOADS A )r, GREATER THAN 110 P.S.F. EXISTING CONCRETE, GREATER THAN 110 P.S.F. 41+ 9 (SEE ANCHOR SCHED.FOR HOLLOW BLOCK OR (SEE ANCHOR SCHED.FOR MAX. ALUMINUM ALLOY ANGLE ANY ACCEPTABLE ANCHOR) WOOD FRAMING,TYP. ANY ACCEPTABLE ANCHOR) " MAX e ' CLOSURE PIECE 1"x 2"x EMBED, MAX. 0.125 MIN.TO 2"x 5"x OPTIONAL LEG DIRECTION 0.125"MAX, - 3" /0 11 2" rZ MAX. �.:J" IN' _ O¢arSdS. U ` -EXISTING CONCRETE, ALUMINUM ALLOY ANGLE EXISTING CONCRETE,HOLLOW �•4 G SS111 HOLLOW BLOCK OR EMBED. CLOSURE PIECE 1"x 2"x BLOCK OR WOOD FRAMING,TYP, WOOD FRAMING,TYP. A. 0.125"MIN.. 2"x 5"x Z 10 I 0,125+MAX. 15 1%. u .� O BUILD-OUT MOUNT CLOSURE SECTION O TRAP MOUNT CLOSURE SECTION O WALL MOUNT CLOSURE SECTION V 51%. F SCALES 1-1/2"n 1'-0" G SCALE 11-1/2"-T-0^ H a; CALEB -1 2 =1 -0" �'i S Vl� EXISTING WINDOW a o EXISTING BAY WINDOW F �R 1 20 GAGE STEEL BENT PLATE OR 2"x 2"x 1/8" 20 GAGE STEEL BENT OOR 1 EXISTING 6063-T6 ALUM.ALLOY PLATE OR 2"x 2"x 1/8" I j ry, WINDOW BENT PLATE 6063-T6 ALUM.ALLOY Z U BENT PLATE a .� (DO 1 O (. w 1/4-20 STAINLESS STEEL BOLT&WING- 1/4-20 STAINLESS 8$Q 1/4-20 STAINLESS NUT @ 24"O.C.(TYP.! 1" STEEL BOLT&WING- 1. "p�M, OVERLAP OVERLAP STEEL BOLT&WING- "MAX NUT @ 24"O.C.ITYP.1 "MAX NUT @ 24"O.C.(TYP.) Q a tl•• (� 3 OTYPICAL CORNER CLOSURE PLAN ATYPICAL CORNER CLOSURE PLAN O TYPICAL CORNER CLOSURE PLAN ` S SCALE,1-/2'_ -0 @ -i 1-1/2"-. -C (DSCALE,1-1/2 a 1'-0- o e � S c s g - - VJ,f0ta¢evith PRODUCT REVISED u complying with Lha Florida Bo*Iding Code Acceptance No l?i 0 O .04 Exp* 'tmDatco ,/7 sy JfUi;2 012 MimO*D rodoC Control e.,,p 0.4Y SAS tgTFD °h 07/10/2012 12-167 sxM3ws QLMIDf_ProleGLs\Mlgsparate CAD\V]Knezevich\CA02012\12-167J1MF\RO-sub\12-167-03.dw9,7/10/2012 6:56:40 PM,Lslga,1:1,vmw.MGgsparate.mm ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS M' LOAD MIN.2'EDGE DISTANCE MIN.3•EDGE DISTANCE LOAD MIN.3/4'EDGE DISTANCE U (WI SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO j (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5'-O" 8'-8" 10'-0" 5'-0" 8'-8" 10'-0" P.S.F. 5'-0" B'-8" 10'-O" ANCHOR TYPE MAX. SEE NOTE 1 (SEE NOTE 1) (SEE NOTE 1 (SEE NOTE 1) SEE NOTE 1) (SEE NOTE 1 SO ANCHOR TYPE MAX. (SEE NOTE 1) SEE NOTE 1) (SEE NOTE 1) B N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 C2 C3 CC C5 C7 C2 C3 C4 C5 Ct C2 C3 C4 CS Cl C2 C3 C4 CS C7 C2 C3 C4 CS Cl IC2 IC31 C4 CS w 1) Cl C2 C3 C4 CS C1 C2 C3 C4 C5 Ct C2 C3 C4 CSFI 62.0 12112 12 11 12 12112 112 5 7 12112 12 4 6 12 12 12 12 12 12,12 121 S 8 12112 12 4 7 2"MIN. 62.0 12 12 12 12 9 12 12 12 7 5 12 12 12 5 4 V 72.0 12 12 12 9 Ill 12 12 12 4 6 12112 8 3 5 12 121121 9 72 12112 12 4 7 12 12 9 3 6 Q-- 72.0 12 12 12 12 8 12 12 12 5 4 12 12 17 4 4 O¢a n 83.0 12 12 12 7 9 12 12 8 3 5 12 12 8 3 5 12 12 12 7 11 12 112 9 3 6 12 12 8 3 6 U--� 83.0 12 12 12.70 7 12 12 11 4 4 12 12 10 4 3 C)1.51 A E' 1/4"O ITW TAPCON WITH 1/4"m x IN 3 LONG g 1-3/4"MIN.EMBEDMENT 720.0 12 12 12 4 6 12 12 8 3 5 12 12 8 3 5 12 12 12 4 7 12 72 8 3 6 12 12 8 3 6 LAG SCREW W/Mlrl 7.75" 120.0 12 12 12 6 5 72 12 10 4 3 12 12 10 4 3 .11p. EMBED.SH AR PARALLEL 200.0 12 12 B 3 5 12 12 8 3 5 12 12 8 3 5 12 12 B 3 6 12 12 8 3 6 12 12 8 3 6 DR PER➢7€0 WOOD GRAIN 200.0 12 12 10 4 3 12 12 10 G 3 12 12 10 4 3 9"ur • 62.0 12 12 12 11 12 12 12 12 5 B 12 12 12 4 7 .Y 62.0 12 # 72.0 12 12 12 9 12 12 12 12 4 1 12 12 8 3 6 Q 72.0 12 12 12 j 3 7 7 4 6 5 3 U m~• �' '8 FEMFIqL � 1ELA.}AT 83.0 12 12 12 7 11 12 12 8 3 6 12 12 7 3 6 Q y''T!171�-T OS�AD UO IN T 83,0 11 11 11 6 5 3 6 4 WITH l-/ IN.E�1g 120,0 12 12 12 4 7 12 12 7 3 6 12 12 7 3 6 M^�1XI N71 g ANCN L 120,0 8 8 5 6 4 6 4 5 By b 1/4-20 MACNINE SCR INBTALLD W RULE GI E N m S n WITH Nlll1T FIR MER NIMt1M 200.0 6 L 6 C 6 4 fs W 200.0 12 12 7 3 6 12 12 7 3 6 72 12 7 3 6 sl -0 N v e I-� 62.0 72 12 72 8 12 12 12 12 3 7 12 12 B 3 6 12 12 12 10 12 12 12 12 4 8 12 12 11 3 7 +S 62.0 12 72 12 7 9 12 72 11 3 5 12 12 7 4 r, V p 72.0 12 12 12 6 10 12 12 8 3 6 72 10 fi 5 12 12 72 8 12 12 12 17 3 7 72 12 7 3 6 #�E� 72.0 12 12 12 5 B 12 72 7 4 10 8 5 L V,WGLI^ V 1/4'O ELCO ULTRACON 83.0 12 12 12 5 9 12 10 6 5 12 8 5 4 12 12 12 6 11 12 12 7 3 6 12 11 7 3 6 FEMALE EPCNELMATE" 83.0 12 12 12 4 7 10 8 5 4 10 7 4 4 WIT 1 3/4•MIN. WITH 1-7/8"MIN.EMgE� Z EMBEDMENT 120,0 12 12 9 3 6 12 B S 4 12 B 5 G 12 12 12 L 7 12 11 7 3 6 12 11 7 3 6 b 1/4-20 MACHINE SCBE• 120.0 12 12 B' S 10 7 4 4 10 7 4 4 J y 0 200.0 12 8 5 4 12 8 5 4 12 8 5 4 72 11 7 3 6 12 11 7 3 6 12 ti 7 3 6 WITH NUT 200.0 10 7 4 4 10 7 4 4 10 7 4 4 W U 62.0 12 12 12 3 S 7 7 5 3 6 6 3 12 12 12 5 7 10 10 8 4 9 9 5 3 &ty"R NOTES) a n---� 72,0 10 10 10 4 6 6 3 5 4 12 12 12 4 6 9 9 5 3 7 6 3 3 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. _ U---•(�--� ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN O 1/4.O POWERS ZAMAC C 83.0 9 9 9 3 5 4 L 3 12 12 12 3 5 7 6 3 3 7 5 3 3 IN TABLE 1. K fin" NAIL-1r�WIT11 1-3/e"MIN. 120.0 6 6 L 4 3 4 3 9 9 6 4 7 5 3 3 7 5 3 3 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL O a cq-7^ EMBEDMENT ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAM wo comagm 200.0 4 3 L 3 4 3 7 5 3 3 7 5 3 3 7 5 3 3 OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN �� 62.0 12 12 12 7 9 12 12 12 5 12 12 B L 12 12 12 B 12 12 72 12 7 12 12 9 6 GREATER THAN OR EQUAL TO SHUTTER SPAN. tk ABY 72.0 12 12 12 5 e 12 12 8 4 11 9 5 4 12 12 12 6 10 12 12 9 6 12 10 6 5 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. Z_ m�� 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. ' 1/4•-z t-11//2'M LPONTS 83.0 12 12 12 4 7 11 9 5 4 11 8 5 12 12 12 5 9 12 10 6 5 12 9 5 S REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON � �� ANCHOR WITH lie r��EO. 120.0 12 12 8 4 11 8 5 11 B 5 l2 12 10 6 12 9 5 5_12_ 9 S 5 TYPE OF EXISTING STRUCTURE. J C�og, I- 200.0 11 B 5 11 B 5 11 8 5 12 9 5 5 12 9 5 5 12 9 5 5 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' Q 3 22 RECOMMENDATIONS. - M Em,tw� 62.0 12 72 12 3 5 7 7 6 3 6 6 3 12 12 12 4 6 8 8 7 3 6• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR o 72.0 1 11 11 L 6 6 3 S 4 12 12 12 3 5 7 7 4 3 6 5 3 STUCCO. 7. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE CONTRACTOR 1/4•m ITW TAP[oN WITH 83.0 9 9 9 4 5 4 5 3 17 11 11 5 6 5 3 6 4 SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE 1-1/4•MIN.EMBEDMENT 120.0 6 6 4 5 3 5 3 7 7 4 3 6 4 6 4 SUCH THAT CABLES ARE NOT DAMAGED. 200.0 5 3 5 3 5 3 6 4 6 4 6 4 S. WHERE EXISTING STRUCTURE IS WOOD FRAMING,W000 FRAMING CONDITIONS Y tt 62,0 72 12 l2 5 8 11;ll 9 4 lD 10 6 4 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY V * 72.0 12 12 12 4 6 10 10 5 4 8 7 4 3 FOR SIDE CLOSURE PIECES, 0 gII�1 ggE 9. WHERE LAG SCREWS MALE AND FEMALE PANELMATES FASTEN TO NARROW p m awl Fi�bio�ACHIIMER OF LEESCRE� 20 10 10 16 3 4 8 6 3 3 B 6 3 3 NOMINAL 2" UD FRAMING." .JOOD STU053/��'EDGE D15TEANICECISNACCEPTABLE o b D t FOR WOOD FRAMING.WOOD STUD SHALL BE"SOUTHERN PINE"G=0.55 OR 11J wi;'H NUT 200.0 B 6 3 3 B 6 3 3 8 6 3 3 GREATER DENSITY.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX 'S 62.0 12 12 12 3 6 7 7 6 3 6 6 4 3 l2 12 12 4 8 9 9 7 4 8 8 5 4 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS 72.0 11 11 11 5 6 6 3 3 5 4 12 12 12 3 7 B 8 4 4 7 5 3 3 IN BASE ANC OR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR V 83.0 10 10 70 5 5 4 5 L 12 12 12 3 6 7 5 3 3 6 5 3 3 WAFER HEAD!SIDEWALK BOLT),U.O.N. Z 1/4.07E{1LCO�I1 ULTNR7NCON 0 EMBEDMENT 120.0 6 6 4 3 5 4 5 4 8 B 5 4 6 5 3 3 6 5 3 3 11. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L 7 200.0 5 4 5 4 5 4 6 5 3 3 6.5 3 3 6 5 3 3 12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE y ** 62,0 12 12 12 6 9 12 12 11 3 5 12 12 7 4 SCREW.NUT OR WASHERED WINGNUT. g 7 72.0 12 12 12 S 7 12 12 7 4 t0 8 5 3 13. **THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL-IN EMBEDDED V.J.K0828vid1 IN HOLLOW CONCRETE BLOCK IS 3-3/4". ;12012 V -J NAIL-0 POWERSZAMAC83.0 12 12 12 L 6 10 8 5 3 9 7 4 3 14. POWERS ZAMAC NAIL-IN AND ALL POINTS SOLID SET MASONRY ANCHOR aEM EOHENT 120.0 12 12 B 4 9 7 4 3 9 7 4 3MAY NOT BE USED IN CO200.0 9 7 4 39 7 4 3 9 7 4 3 MAY BE USED IN CONCRETE SLABS ON GRADE.MIN.2x ANCHOR DIAMETER II����,�-' 62.0 72 12 12 7 9 12 12 12 5 12 12 8 L 12 12 12 8 72 12 12 12 7 12 12 9 6 MAX.1/2 ANCHOR SPACING PRODUCT REVISEDIDI 72.0 12 12 2581212 8 4 11 9 5 4 12 12 126 10 12 12 9 6 12 l0 6 5 SPACINGPERSPACING PER os DOmplying willzthe Flori:a a_ VV ANCHOR SCHEDULE ANCHOR SCHEDULE D.ildmg C)Ddo I/4•- 1-v'AL�POINTS 83.0 12 12 12 4 7 11 9 5 4 11 8 5 12 12 12 5 9 12 1 10 6 5 12 9 5 5 eppp t-No 080 •04• so TZ MA NNY 120.0 12 12 B L 17 B 5 11 8 5 12 12 10 6 12 9 5 5 12 9 5 5 •on DatOD •yD/7 1...4 PAY �ASNIIID ANCH ITH 7/B"EMBED. 200.0 11 8 5 11 B 5 11 8 5 12 9 5 5 12 9 5 5 12 9 5 5 07/10/2012 By •.o a n„emiD° Dductc"t7ol 12-167 ALUMINUM ANCHOR FROM EXTRUSION-/ SCHEO.,TYP, S1leet4of5 C:L,MIDI Prolects\MiDisparate_CAD\V]KnezeNch\CAD2012\12-167 AMF\RO-sub\32.167-04.dw9,7/10/2012 9:47:31 PM,Ledger,1:1,www.MIDIg-temm C40D � 3 T MINIMUM STORM PANEL SEPARATION FROM GLASS TABLE 1 NOTFS• TA STORM PANEL MAXIMUM W A€:� -0 A MINIMUM SEP. MINIMUM SEP. SPAN SCHEDULE B POSITIVE MAXrHUM FOR ALL FOR ALL I.TABLE 1 IS APPLICABLE FOR BOTH POSITIVE 8 boa L INSTALLATIONS INSTALLATIONS DESIGN LOAD STORM PANEL LESS THAN 30'GREATER THAN AND NEGATIVE LOADS. E y-� E (WI(P.S.F.) SPAN IFT-IN) ABOVE GRADE 30'ABOVE ALL MOUNTING 2.FOR DESIGN LOADS BETWEEN TABULATED N viy (INCHES) GRADE(INCHES) DESIGN LOAD CONDITIONS: 2 VALUES.USE NEXT HIGHER LOAD E LINEAR 1 W(p,S.F.) [T] a O 30,00 5'-o" 3" 1" INTERPOLATION MAY BE USED TO DETERMINE •' c 30.00 7'-o" 3" 1-1/4" ALLOWABLE SPANS. L MAX.(FT-IN) F, 'V 30.00 9--0" 3" 1-1/2" 73.00 1.-8" S 30.00 10'-0" 3" 1-7/e•' 75.00 8'-6" W 50.00 11 TABLE 0" 3" 1-1/8" TABLE 2 NOTE: 80.00 B'-0" a 50.00 7'-0" 3" 1-3/e'• 85100 7'-6" D- 'T 1.ENTER TABLE 2 WITH POSITIVE DESIGN LOAD 9o.oa 7'-1" K Q m 50.00 9'-0" 3" 1-7/8" TOp%JR P 2-3/8" SE A A gSoO 6'--1�)FR�IMI�jC1h1 1SSTORM SHUTTER . B" 70.00 S'-o.. 3" 1-1/8" 100.00 61-4" r j ";N to5.0o 6'-1" $ 8 g,^„ 70.00 7-0" 3" 1-1/21• 110.00 S'-9'• Z u 70.00 9'-0" 3" 2-1/4" ;�07�� 70.00 10•-0" 3" 3" 775.00 S'-6" ; g Mm N 90.00 5'-0" 3" 1-1/8" 120.00 S.- 125.00 •-125.00 51-1" 90.00 6'-0" 3" 1-3/e" 130.00 5'-o" b 90.00 7'-0" _ 3" 1-1/2" G 135.00 11-o- 120.00 '-0"120.00 140.00 S'-0" 120.00 S.-6" 3" 4" 145.00 1,-0" 150.00 5'-O" 160.00 4'-9" 170.00 4'-5" 180.00 4'-2" s 190.00 W-0•' 200.00 3'-9" 8 V0.Knezevith Kl • - PRODUCT REVISED AV w-mPlyinS frith the Florida Building Code ==No -O o �4 'j Zo 2 Eapiratlon Date By rav �'u aolm I Da d Control 01/10/2012 12-167 �SdS CLMIIN-Role=V4iDispara[e-CAD\V]KnavAch\CAD2012\32-167-AMF\RD�uh\12-167-05.dwg,7/30/2012 6:56:31 PM,Ledger,1:1,1v .M Dtsparate.mm