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HomeMy WebLinkAboutProduct Approval MIAMI-DiADE 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.miamidade.¢ov/economy American Metal Fabrications,Inc. dba AMF Building Products 9040 Belvedere Road West Palm Beach,Florida 33411 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. MISSILE 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 Helmyy A.Makar,P.E.,M.S. Mic�rn�aoe couNTY �,. �[,.—, NOA No. 12-0809.04 , ` Cy Expiration Date: 04/18/2017 12 f 13/Z o l 2 Approval Date: 12/13/2012 Page 1 American Metal Fabrications,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#95-0717.06 A. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, .063"Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3,prepared by Knezevich &Associates, Inc., dated 02/15/96, Revision No. 2, dated 03/25/96, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind 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 02/16/96, signed and sealed by Christopher G. Tyson, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11/27/95,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 02/28/96, 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 file 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#06-0706.17 A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063"Aluminum Storm Panel ", sheets 1 through S of 5,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. EkWdy 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 S,prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision 42 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, 2012, 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 I through S of S,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. 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-3 GENERAL NOTES: LABEL-• 187" 1.07" LABEL 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT LOCATIO LOCATIO PROTECTIVE SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE 1.969.. 1.369" \ ISSUANCE OF A NOTICE OF ACCEPTANCE(NOA)BY MIAMI-DADE COUNTY PRODUCT ;wCONTROL SECTION FOR THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OF THE iv FLORIDA BUILDING CODE 2010. \ SEE NOTES } SEE NOTE,. � � 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS No.10 Na.10 PRODUCT.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD SCREW .570" �,118'. .5 8' V_51B" T f T i DESIGN. 12.00"PANEL COVERAGE I 6"PANEL ^ y 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING COVERAGE V X Es THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 9.282" `�� Y 15.37" WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10, _ ---- --% A DIRECTIONALITY FACTOR OF Kd=O.BS SHALL DE USED. O•q. o 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE FULL ALUMINUM STORM PANEL HALF ALUMINUM STORM PANEL Gn.OSCA E: "=1 -0.1 OS A : _ -0' � INFORMATION FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 61075-23 OF THE FLORIDA ADMINISTRATIVE CODE. 2.251•' 2.251' 3.5" 6. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A I mg LICENSED CONTRACTOR,PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND '158 R.25 '172 �R,25 172" R.25 2.251" 2.251" ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR 3'-gyp .. GOES N07 DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR .063" m .09" m -09 i .063" q•25 R.q,2S [�] 3r VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR ,r s TYP. r TYP. TYP. :7 L�vj m, ••' MATEgIgL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN.CONTRACTOR in TYP in TYP. lV SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF m m r'" 257 m in -Fln' SHUTTER. c n 7, ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS N WILL VOID THE PRODUCT EVALUATION DOCUMENTS. -- 2.01" _-� 2 01" 2.01" 12.01" 2.01" S. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION 1 j DOCUMENTS,THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: 2.24" 2.24" 2.24" 2.24 2.24" A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND d ^C SEALED BY A LICENSED ENGINEER OR REGISTERED ARCF(ITECT.V)HICH DETAIL h'HEADER HEAW°h°HEADER BUILD-OUT°h"HEADER °U'HEADER HEAVY'U°HEADER AND JUSTIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE OSCALE.�' 0� ®S -1'-0' SCALE. _ -0" ©5 A E:3 =1'-0' O AL :3"=1 -0' cc •� q PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIALcc GRANTING HIS/HER APPROVAL. .093" B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND .808" _m 275 37" 8 TYP. y l0(j8-5g SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION. .44'• ,919•• •104" .275" 1/4-20 MACHINE •E g�^., �- STUD @ 6"ORWHEN THE SITE CONDITION THIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION"B"SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. OS" �o i- -jc-- z �_m E M N OLMOWS ONE MARKING PER TPANEL IONS CAND SCUR IHALL BE PERMANENTLY LABELED 25 �I m m _ od d r• m -'k- AMF BUILDING H FLORIDA I I m N lV TYP. a �c,O F 9. PRODUCT MARKINGS SHALL BE WITHIN 12"OF ONE ENO OF THE PANEL WITH A 25" m AMF BUMING PRODUCTS 07" 68• TYP,MI MIAMI•DADE COUNTY PRODUCT'CONTROL APPROVED ��' m•6 .138" o 10. STORM PANELS SHALL BE 0.063"THICK 3004-H34 ALUMINUM ALLOY WITH A MIN. 1/4-20 MACHINE SCREW 2" Y'MIN. Fy°25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN.Fy=23.0 KSI. MATERIAL:ZAMAC 3 ALLOY WITH 7/16"HEX HEAD 5' MAX. 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.D.N. WASHERED WING NUTKEYHOLE WASHER "F°TRACK STUD ANGLE BUILD-OUT ANGLE 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH @SCALE+HALF SIZE @SCALE:HA F SIZE 1�SCALE:HALF SIZE 11 SCALE:HALF SIZE 7z SCALE:3•'=1'-0" A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N. 13. TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS c: DICTATE.PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. o 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 WIDTH UNLIMITED AT THE JOB SITE,BEFORE COMMENCING WITH THE WORK. (PERPENDICULAR TO PANEL SPAN) ]//-APPROVED (PERPENDICULAR TO PANEL SPAN)HEADER PANELS MAY BE MOUNTED HORIZONTALLY W J -C = a s I I I a s I VJ,Kne2eviEh r I I I- I I PRODUCT REVISED rtr'a °"e '�.E ` S r E ` I w eomplying wilh the Florida o Q I Building Code O 1- ! Acceptance No 2-080 .04 W= W= I I ion Date 017 V V J 10 2012 x.zm z IN N6tmi oduct Como) ---m Q E -+ . 1 ul I 07130'2012 TYP.ELEVATION APPROVED SILL TYP,ELEVATION ;;12-167 2 =1-0' C :1/2"=V1' -- 0 et1 o15 C:LMIDI Projects\MiDisparate_CAD\VJKnuevirh\CAD2012\12-167J:MF\RO-sub\12.167Al.dwg,7/10/2012 6:56:26 PM,Ledger,1:1,www.MiD1sWatamm EMBED. CS CONNECTION TYPE- EMBED. -- / GCONNEC�ION TYPE REFERENCE ANCHOR -/ � RCl EFERENCE ANCHOR TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, REFERENCE ORV U' SCHEDULE FOR MAX. SPACING \ SCHEDULE FOR MAXMAX. SPACING EO SPACING EXISTING CONCRETE, EXISTING CONCRETE, EQ. BLOCK OR WOOD 3 ORO4 ,25" 3 OR� EXISTING BLOC OR 4/OOD w OGE DIST. HOLLOW BLOCK OR WOOD " FRAMING.SEE ANCHOR — MAX. m FRAMING.SEE ANCHOR SCHED.BASED ON TYPE -- FRAMING.SEE ANCHOR = Q EO SCHED.BASED ON TYPE EO OF STRUC.(TYP.TOP b SCHED.BASED ON TYPE w .25" OF STRUC.(TYP.TOPS W W B w f: OF STRUC.(TYP.TOP b BOTTOM) to BOTTOM) MAX. BOTTOM) 0 w w p 6 OR mgI UR Ix O U S SEE j TW-•W X u! 77 SEE 7 I- TABLE 2 E I-J ¢y=1 w TABLE 2 X» d u u a ai FOR MIN. X=o L w FOR MIN. ¢S w EXISTING ¢to W w J u EXISTING m SEP. E = W m GLAZING w y; GLAZING �J}I FROM W u ¢tA FROM w J N H VGLASS <Z `1 B x Spa V GLASS y aZ U FSms� 1 E Jm zOa q 0 N J¢ E E J E Q NUVI.. C1 CONNECTION TYPE w 11 --- .25^ wI. W a REFERENCE ANCHOR p_ -g O a n• -MAX. w nn to SCHEDULE FOR MAX. w w ^ ►FFTT�MMI SPACING 1 �J m t' w DGE DIST., IST. W MEED. CSCONNECnONTIfM—� Cl CONNECTION TYPE EMB. Q. — 11 MAX. REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. SPACING SPACING m st s-sp OWALL MOUNT SECTION TRAP MOUNT SECTION WALL MOUNT SECTION g SCA E:3"=1'-0' @SCA E.3'=V-0" ©SCA E!3' m T-0" Z 'Zj a EMBED. EXISTING CONCRETE, EMBED, C3 CONNECTION TYPE cc 6 C4CONNECTION/—REFERENCE TYPE 3 HOLLOW BLOCK OR WOOD REFERENCE ANCHOR REFERENCE ANCHOR FRAMING.SEE ANCHOR SCHEDULE FOR MAX. � SCHEDULE FOR MAX. SCHED.BASED ON TYPE EXISTING CONCRETE, 8 SPACING OF STRUC.(TYP.TOP b SPACING O HOLLOW BLOCK OR WOOD .25" BOTTOM) Q. O. FRAMING.SEE ANCHOR MAX. SCHED.BASED ON TYPE _ BOTTOM)C.(TYP.TOP b F; -_-- 3/4" p I MAX. w o Ci CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. e SPACING SEE 7 w OPTIONAL al TABLE 2 ~J LEG DIRECTION X» ` EXISTING FOIN. ¢R Mm m SEP x EXISTING GLAZING yJ}� FR M W J V Mtn GLAZING I' GLASS <z ' U ¢ m 10. 11 V.T.KnezeVich E O ;W1 PRODUCT REVISEDC1CONNECTION TYPE r 11 ^ C2 CONNECTION TYPE Wf: as complying with The Florida REFERENCE ANCHOR po w• � REFERENCE ANCHOR p w Euilding Code SCHEDULE FORMAX. w o 1 SCHEDULE FOR MAX.SPACING SPACINGJ 2012 EMBED. EMBED. By .25" Munni Da duct Cotttrol emn `°` Aav u norm 12 MAX. 07110(1012 a.+t m BUILD-OUT MOUNT SECTION ALT BUILD-OUT MOUNT SECTION 12-167 @ SCALE. = -0' OS AL .3"-V- '• sheet 2 of C:LMIDI_ProjectSV41Dlsparate CAD\V]Kneze Ich\CAD2012\12-167_AMFVW-sub\12-167-02.dwg,7/10/2012 6:5621 OK Ledger,1:1,wry .Mnspwats.mm COR 1 @ "'{:..: ... FASTENER @ 12"D.C.FOR /-FASTENER 12"O.C.FOR 3n DESIGN LOADS LESS THAN / DESIGN LOADS LESS THAN MAX 8RO.C..FOR DESIGN LOA EQUAL TO 110 P.S.F.S @ I BRD.C.FOR DEEQUAL ToSIGN LOADS @ GREATER THAN 110 P.S.F. EXISTING CONCRETE, GREATER THAN 110 P.S.F. 11 Uj ISEE ANCHOR SCHED.FOR HOLLOW BLOCK OR (SEE ANCHOR SCHED.FOR b" MAX. ALUMINUM ALLOY ANGLE ANY ACCEPTABLE ANCHOR) WOOD FRAMING,TYP. / ANY ACCEPTABLE ANCHOR) MAX. MAX. H a i CLOSURE PIECE 1"x 2"x EMBED. OPTIONAL LEG DIRECTION ` 0.125"MIN.TO 2"x 5"x __ JAXL. COR 10.125"MAX. 2 Nz VRCIY MIN' Ga S .cz EXISTING CONCRETE, )-ALUMINUM ALLOY ANGLE EXISTING CONCRETE,HOLLOW HOLLOW BLOCK OR EMBED. CLOSURE PIECE 1"x 2"x BLOCK OR W000 FRAMING,TYP. Q.+ WOOD FRAMING,TYP. 0.125"MIN.TO 2"x 5"x ]'ty•5�:.R 0.125"MAX. V No. d OBUILD-OUT UILD-OU ZMOUNT CLOSURE SECTION OSTRAP MOUNT CLOSURE SECTION O WALL MOU2NT CLOSURE SECTION Yo;; I W'3� EXISTING WINDOW EXISTING BAY WINDOW 1(WJI `V I.• GOR 1 20 GAGE STEEL BENT PLATE OR 2"x 2"x 1/8" 20 GAGE STEEL BENT COR 1 6063-T6 ALUM.ALLOY PLATE OR 2"x 2"x 1/8" Z U EXISTING BENT PLATE fi0fi3-T6 ALUM.ALLOY WINDOW BENT PLATE COR 1 OF Q'a°l 1/4-20 STAINLESS y ��40 STEEL BOLT$WING- $ r. 1/4-20 STAINLESS p >�N -1/4-20 STAINLESS NUT @ 24"D.C.(TYP.) 1" STEEL BOLT$WING- 1.. Z -6 OVERLAP OVERLAP STEEL BOLT$WING- NUT(m 24"O.C.(TYP.) o NUT @ 24"O.C.(TYP.) y MAXI, MAX j Fu � 3 @TYPICAL CORNER CLOSURE PLAN TYPICAL CORNER CLOSURE PLAN TYPICAL CORNER CLOSURE PLAN SCA .1-1/2"_V- OS 1-1/2"=1 - @SCALE.1- _T- e Q' 'S L-1 d Vi.I(gazevirh PRODUCT REVISEDnr1rnm as wenplying with the Florida Building Code Acceptance No Z-o 0 p F-vi 'on Date 94119,Z 0/7 Hy jl-k 10 2012 Mitaoi roduU Control e...e, ,m. env rsxorzo 07/10/2012 12-167 sheet 3 of 5 C:LMIDI Prolerts\MlDisparate CAD\V]Kneze lch\CAD2012\12-167_AMF\RO-sub\12-167.03.nxg,7110/20126:56:40 PM,Ledger,1:1,w .MIDIgwate.com 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 i1Fu. LOAD MIN.2'EDGE DISTANCE MIN.3'EDGE DISTANCE LOAD MIN.3/4'EDGE DISTANCE <J (W) 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'-0" e'-8" 10'-01• 5'-0" e'-811 101_0•• P.S.F. 5'-0" 8'-8" 10•_0•• VJ . ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) W E (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE s NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 31 x NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C11C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C31C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C31 4 CS W 1) Cl C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4jC5 ^,moo 13 m' 5 62.0 12'12 12 11 12 J22 12 72.012 12 12 9 11 12 4 6 12 12 8 3 S 12 12 12 9 12 12'12 12 4 7 12 12 9 3 6 72.0 12 12 12 12 B 12 12 12 5 4 12 12 11 4 483.012 12 12 7 9 8 3 5 12 12 8 3 5 12 12 12 7 11 12 12 9 3 6 12 12 8 3 6 83.0 12 12 12'10 7 12 12 11 4 4 12 12 10 4 31/4"O ITW TAPCON WITH 0 p N�9 L �1-3/4"MIN.EMBEOMENT 120.0 12 12 12 4 6 B 3 5 12 12 B 3 5 12 12 12 4 7 12 12 8 3 6 12 12 8 3 6 LAG SCR�WIW/MIN�N75•' 120.0 12 12 12 6 5 12 12 10 4 3 12 12 10 4 3 u200.0 12 12 8 1 3 5 8 3 5 12 12 8 3 5 12 12 B 3 6 12 B 3 6 12 12 8 3 6 EMBED.SHEAR PARALLEL 200.0 12 12 10 4 3 12 12 10 4 3 12 12 10 4 3 C81u jMfN 19, 12 OR PERP.TO W000 GRAIN ►Iy �C * 62.0 12 72 12 11 12 12 12 12 5 8 12 12 12 4 7 * 62.0 12 12 12 4 9 9 7 7 7 J41.72.0 12 12 12 9 12 12 12 12 4 7 12 12 8 3 6 72.0 12 12 12j3 7 7 4 b 5 MLALE7/ 120 0 12 12 12 4 7 12 12 7 3 6 12 12 7 3 fi 0 j/7fi7 8 WMO1µOD BUSp LNG 1200 B 8 5 6 4 3 6 4EAMMI1INSCne g`� I WNE SCR INSALLIME 5 Ru��PINE FIR L IX INIMUMIT 200.0 12 12 7 3 6 12 12 7 3 6 12 12 7 3 6 •p 200.0 6 4 6 4 6 462.0 12 72 12 8;12 12 12 12 3 7 12 12 8 3 6 12 12 t2 10 12 12 12 12 4 8 12 72 11 3 7 * 62.0 12 12 12 7 9 72 12 11 3 5 12 12 72.0 12 12 12 6110 12 12 8 3 6 12 10 6 5 12 12 12 8 12 12i12 11 3 7 12 12 7 3 6 'A' ' 72.0 12 12 12 5 8 12 127 4 10 8 Z 1/4"OEMBEOMENTACON 83.0 12 12 12 5 9 12 10 6 5 12 8 5 4 12 12 12 fi 11 12 12 7 3 6 12 11 7 3 6 FEN WITH- 3MIN720.0 12 12 9 3 6 12 B 5 4 12 8 5 L 12 12 12 4 7 12 J vj V (MIN,3,320 P.S.I.CONOIelll 200.0 12 8 5 4 12,6 1 5 4 12 8 5 4 12 11 7 3 6 12 11 j 7 3 6 12 11 7 3 6 WITH NUT 200.0 70 7 4 L 10 7 4 4 10 7 4 4 Z C.1 62.0 12 12 12 3 5 7.7 1 5 3 5 6 3' 12 12 12 5 7 10'10 8 4 9 9 5 3 1. SPANS 72.0 10 10 10 4 6 6 3 5 4 12 72 12 L 6 9 9 5 3 7 6 3 3 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN O 1/4"O PO RS ZAMAC 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. TY NAIL-I wl s 1-3/ll"MIN. 120.0 6 6 4 4 i 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 C) •�,, ane P.S.I. T - ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN CONCgEM 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 to bQ�arn 62.0 12112 12 7 9 12112 12 5 12 12 8 4 12 12 12 B 12 12 12 12 7 12 1121 9 VZ 6 GREATER THAN OR EQUAL TO SHUTTER SPAN. `per * 72.0 72 12 12 5 8 12 12!e L 11 9 5 4 12 12 12 6 10 12 12 9 6 12 to 6 5 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1/4"-20y1-1/]'All POINTS 83.0 12 12 12 L 7 11 9 5 4 11 8 S 12 12 12 5 9 12 10 6 5 12 9 5 5 4• EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. 5 L �Erp REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON moi u ANCHOR WITH We�ErleED. 120.0 12 12 B 4 11 B 5 11 8 5 12 12 10 6 12 9 5 _ 5 12_ 9_ 5 5 TYPE OF EXISTING STRUCTURE. 200.0 11 B 5 11 8 5 71 B 5 12 9 5 5 12 9 5 5 12 9 5 5 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 62.0 12 12 12 3 5 7 7 1 6 3 6!6 3 _ _ 12 12 121 4 6 8 8 _7 3 7 7 1 4 3 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR o 72.0 11 11 11 4 6 6 3 S 4 r 12 12 121 3 5 7'7 4 3 6 5 3 STUCCO. ci �r 63.0 9 9 9 4 5 4 5 3 11 11 11 5 6 5 3 6 4 7. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE CONTRACTOR 11 1%4"W?APCON WITH SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE 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 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING,W000 FRAMING CONDITIONS 0. 12 12 12 5 8 11111 9 4 10110 6 4 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY e *� io 12 12 12 4 6 10110 5 4 8 7 4 3 FOR SIDE CLOSURE PIECESO P 1 AL EPCNE non/ 9. FACE OF STUDFERASMYING,FASTENERASHALL BE LOCATED SN CENTERAOFOWCII1� a ♦2LInt ie 12 12 12 3 6 8 7 4 3 8 6 3 3 L��`=wiTHNUTTES[ne 10 10 6 4 8 6 3 3 83 3 NOMINAL 2 x 4"(MIN. 4B 6 3 3 8:6 3 3 8 6,3 3 FOR WOOD FRAMING.WOOD STUD SHALL BE"SOUTHERN PINE"G=0.55 OR 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 12 12112 4 B 9 9 7 L 8 B 5 4 HEAD. it f0. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS V 72.0 11 11 11 5 6 6 3 3 5 L 72 12 12 3 7 8 8 4 4 7 5 3 3 IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR 1/4WI77�L1SO�66LrMtg�lA[ON 83.0 10 10 10 5 5 4 5 4 72 12 12 3 6 7 5 3 3 6 5 3 3 WAFER HEAD(SIDEWALK BOLT),U.O.N. Q EHBEdMENT 120.0 6 6 4 3 5 L 5 4 F! 8 5 4 6 5 3 3 6 5 3 3 11. ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. (J 200.01 5 4 7, 5 4 5 4 6 1 5 1 3 3 6'•5 3 3 6 5 3 3 12. '*DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE _ ** 62.0 12!12 112 6 9 12 j 12 11 3 S 12 12 7 4 SCREW,NUT OR WASHERED WINGNUT. 1 72.0 12 j 12 12 5 7 12,12 7 4 10 8 5 3 13. •**'THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL-IN EMBEDDED VA Knexevich yy�gS�ZZ�,�ry�gqq{' _ _ IN HOLLOW CONCRETE BLOCK IS 3-3/4". rtdcema J NAIL-IN WIT§,1-1/4'MIN. 83 0 12 12,12 4 6 10 8 5 3 9 7 4 3 14.POWERS ZAMAC NAIL-IN AND ALL POINTS SOLID SET MASONRY ANCHOR RIm" mHa O EMBEbMENT 120.0 12 72 8 4 9 _7 4 3 9 7 4 3 MAY NOT BE USED IN CONCRETE SLABS OR CEILINGS.EXCEPTION.THESE ANCHORS - -�- - MAY BE USED IN CONCRETE SLABS ON GRADE. ._. 200.0 9 1 7 4 3 9 7 4 3 9 7 4 3 rMIN.2x ANCHOR DIAMETER 62.0 12 12 12 7 9 12 12 12 S 12 12 8 4 12,12 1 12 8 12 12 12 12 _ 7 12 12 9 6 MAX.1/2 ANCHOR SPACING PRODUCT REVISED 72.0 12 12 12 5 8 12 12 8 4 11 9 5 L 12'12 12 6 t0 12112 9 6 12 10 6 5 SPACING PER SPACING PER as wmplying ttiththe FTOn;n J •" 2012 ZoV yp ANCHOR SCHEDULE ANCHOR SCHEDULE Bnifdirg Code t/45i1110 s�Tx Mi,ISaNR4Ni5 83.0 12 12 12 4 7 11 9 5 4 11 8 5 12 112 121 5 9 12 10 6 5 12 9 S 5 c0eptance�No^Z-080 9.0¢- e„+h ANCHOR,YA H7/e'EM E0. 120.0 12 12 8 4 11 B 5 11 B 5 12 12 10 6 12 9 5 5 12 9 5 5 XP . 'I'M DffiOD AS ROTED 200.0 11 8 5 11 B 5 11 8 5 12 9 5 5 12 9 5 5 12 9 S S 1 07/107/2012 . DymRi Oduct Contrpl �L'��/ ALUMINUM ANCHOR FROM EXTRUSION-/ SCHED.,TYP.- sheet4of5 C:LMIDI Pmjects\MIDisparate-CAD\V]Kn¢eNch\CAD2012\12-167 AMF\RO-sub\12-167-04.dwg,7/10/2012 9:47:31 PM,Ledger,I:1,Wv .MIDisparate.c m 1' of. MINIMUM STORM PANEL SEPARATION FROM GLASS ►�"'� @D ` T TABLE 1 NOTES: T STORM PANEL MAXIMUM c5 F. I A MINIMUM SEP. MINIMUM SEP. A SPAN SCHEDULE U B POSITIVE MAXIMUM FOR ALL FOR ALL 1.TABLE 1 IS APPLICABLE FOR BOTH POSITIVE B boa L DESIGN LOAD STORM PANEL NSTALLATIONSINSTALLATIONS AND NEGATIVE LOADS. L LESS THAN 30'GREATER THAN E IWI(P.S.F.1 SPAN(FT-IN) ABOVE GRADE 30'A80VE E ALL MOUNTING 3m 2.FOR DESIGN LOADS BETWEEN TABULATEDvvi� C IINCHE5) GRADE(INCHES) 2 ONDITIONS 30.00 5'-0" 3" 1" VALUES.USE NEXT HIGHER LOAD OR LINEAR 1 DESIGN LOAD INTERPOLATION MAY BE USED TO DETERMINE W(P.S.F.) 30.00 71-0" 3" 1-1/4'• ALLOWABLE SPANS. L MAX.(FT-IN) 30.00 91-0" 3" t-t/2'• 73.00 8'-8" 30.00 10'-0" 3" t-7/8'• 75.00 8'-6" W ,N 50.00 1.- 3" 1-1/8" TABLE 2 NOTE• 80.00 11-0" Q 50.00 7'-0" 3" 1-3/8" 85.00 7'-6" 50.00 9'-0" 3" 1_7/8•• 1•ENTER RgTggAppB��.L11EN22 WITH 1.tPUO1.SIITIVE D SHUTTER 90'00 T -1.1 � 0•g e 50.00 t0'-0" 3" 2-3/8" SEPRRATIO�FROM GLASS. 95.00 6--8- 1~�g 70.00 5 0" 3" 1-1/8" 100.00 6'-4" U) ' '- tog 70.00 7'-0" 3" 1-1/2" 105.00 6'-1' � S'8� 11o.00 5'-9" zi 70.00 91-0.1 3" 2-1/4" ;�m gg 70.00 10'-0" 3" 3" 115.00 5'-6" 7 a y F 90.00 S'-01. 3" 1-1/8" 120.00 5'-4" J y+ 90.00 6'-0" 3" 1-3/8" 125.00 51-i" Q (J♦ �+ 130.00 S.-0" 90.00 T-0" 3" 1-1/2" o • i 120.00 1.-0" 3" 1-1/4" 135.00 51-01, p 140.00 5'-0" 120.00 5'-6" 3" 1-1/4" 145.00 51-0" 150.00 1.-0" 160.00 4'-9" 170.00 4'-51. F C 36 180.00 4'-2" C 190.00 4'-0" 200.00 3'-9" g - VA KnezeVlch nrtealw Alkene 10981 PRODUCT REVISED as complying with the Fllttida Building Code AcceptOnce No -O o ,p 4, Fapimtlon D a h J -1 2 012 By AtV A580TED A1iaa i Da o ct Control 07/1012o1z 12-167 sheet 5 of 5 C:LMIDLPr6Jects\MlDisparate_CAD\VJKnezeWch\CAD2012\12-167_AMF\RO-sub\12-167-05.dwg,7/10/2012 6:56:31 PM,ledger,1:1,www.MIDisparate.mm MIAMI.��E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 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.miamidade.eov/building American Metal Fabricators,Inc. dba AMF Building Products 9040 Belvedere Road West Palm Beach,FL 33411 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: 0.050"Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 12-104,titled"0.050"Aluminum Storm Panel",sheets 1 through 4 of 4, prepared by Knezevich Associates Consulting Engineers,dated January 24, 2012,signed and sealed by V.J. Knezevich,P.E.,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. MISSILE 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 & renews NOA# 11-0810.01 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 H my A.Makar,P.E.,M.S. MIAMI-DADECOUN ryng 1#ezNOA No. 12-0403.01 � Expiration Date: 08/16/2017 Approval Date: 08/16/2012 08l/6A0/7, Page l .American Metal Fabricators,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#01-0410.10 A. DRAWINGS 1. Drawing No. 00-408, titled "0.050"Aluminum Storm Panel",prepared by Knezevich &Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets I through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading,per PA 202-94; 2) Large Missile Impact Test,per PA 201-94, and 3) Cyclic Loading Wind Pressure Test,per.PA 203-94 of aluminum storm panels,prepared by Construction Testing Corporation, Report No. 01-005, dated 02/2412001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0.050"Aluminum Alloy Storm Panels, dated March 30, 2001,pages I through 31 and anchor manufacturers appendix,prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages,prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052-H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL#0296G, issued by Certified Testing Laboratories dated 03113/01 for Aluminum sample CTC-01-005, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0823.06 A. DRAWINGS 1. Drawing No. 06-537, titled " 0.050"Aluminum Storm Panel", sheets 1 through 4 of 4,prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. e my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0403.01 Expiration Date: 08/16/2017 Approval Date: 08/16/2012 E-1 American Metal Fabricators,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1, Revised Anchor Calculations and details for 0.050"Aluminum Storm Panels, dated December 05, 2006,pages 1 through 15 of 15,prepared by Thornton Tomasetti, signed and sealed by U J Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-0810.01 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Compliance letter by Knezevich Associates Consultant Engineers, dated July 27, 2011, certify compliance with the FBC, 2007 Edition with the 2010 supplement requirements, signed and sealed-by.V John Knezevich, P.E. 2. A letter by Blackwater Testing, Inc., dated August 08, 2011, notes a contract for verification test of the 0.050"Aluminum Storm Panel, signed by Dennis W. Duffy. elmyA.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0403.01 Expiration Date: 08/16/2017 Approval Date: 08/16/2012 E-2 American Metal Fabricators,Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-104, titled " 0.050"Aluminum Storm Panel", sheets I through 4 of 4,prepared by Knezevich Associates Consulting Engineers, dated January 24, 2012, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading,per PA 202-94; 2)Large Missile Impact Test,per PA 201-94, and 3) Cyclic Loading Wind Pressure Test,per PA 203-94 of aluminum storm panels,prepared by Blackwater Testing, Inc., Report No. AE-11-001, dated 01/16/2012, signed and sealed by Famil Kuti, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Compliance letter by Knezevich Associates Consultant Engineers, dated January 24, 2012, certify compliance with the FBC, 2010 Edition, signed and sealed by V. John Knezevich, P.E. 2. Bill of Sales. y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 12-0403.01 Expiration Date: 08/16/2017 Approval Date:08/16/2012 E-3 pIy p CT p I( G moo.. F�,'`'..,..,+,;o:•,:, LOCATION MARRING PRO,pb1CTL LOCATION) 090" R.250" . 2 250" fu �1 455•' {MOPP tt1JJ4A55" 1 455" - i '0R;250" R.250" 0 RECALT.TION 0 �.. c Sas 1.807" 055" 1.807" q• c 055" 1.807" NO m 390" ,060"a, c in + in c .090"(TYPI ',• '" ���• I N _ �" 060" -1�2.2191"'t 90"P H 639 060"P C --- B Hn$ 1.453 12.00"COVERAGE 4 6.00"COVERAGE 201•. 2.000" ;�. 2.000 SCREW STUNE 2.00" �. n 14,927" 7.463" •• 1_.gu 1• p �_.._.............. .._.-..._ ,( 2 280 80" 80" @ 6"OR .C. V 8 OSTORM PANEL 1a HALFPANEL O °W HEADER O "U"HEADER 36 "W HEADER O STUDDED ANGLE 8 ; SCALE.3"m 1'-0" SCALE+3"=1'-0" SCALE.3"0 V-0" SCALE,3"a V-0" SCALE,3".V-0'• SCALE,3"m 1'-0" ONE HALFPANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING 'ool ,125"TYP. rr17 B" 360" VV [.275" .660" m178" 485" 690" ,0 097 Poy x•275'.6fi0" ��_ .000" 7" .6474.00"MAX. - P.) .84097" ALT.LEG 12,000" Il GENERAL NOTES: DIRECTION 1.940•' E. 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH �! THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE(NOA)BY ANGLE °E"TRAGIC "P'TRACK REV.'F°ANGLE MIAMI-OADE COUNTY PRODUCT CONTROL SECTION FOR THE HIGH VELOCITY HURRICANE O O 60 6b ZONE(HVHZ)OF THE FLORIDA BUILDING CODE 2010. scALE 3"=1'-0" SCALE:3"=t'-o•' SCALE:3"-T-0" SCALE 3^=t•-o" Wz w 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS 6 060" m.275"m PRODUCT.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD SCREW d 'ZS DESIGN. WIDTH UNLIMITED g •g 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING (PERP.TO PANEL SPANI = OC i3� T�{ESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING SECTION 70P MOUNT n m �'afr d^ v71ND VELOCITY. FOR WIND LOAD CALCULATIO S IN ACCORDANCE WITH ASCE 7-10, v; A DIRECTIONALITY FACTOR OF Kd o0.65 SHALL BE USED. PLAN VIEW .04' .60"0 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION 1Y O •215" in eeo'• Z �mmr FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61675-23 �ya OF THE FLORIDA ADMINISTRATIVE CODE. wui7 / \ ZAMAC ALLOY .090"THICK a / WASHERED WINGNUT 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY A LICENSED a O O"KEYHOLE°WASHER CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT OEVIATE FROM THE =i Z SCALE:HALF SIZE SCALE,3"a 1'-0" CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING a a o 3003-H14 ALUMINUM ALLOY CR STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE da., /' '.625"0 c STRUCTURAL SUBSTRATES DETAILED HEREIN. T:m FASTENER OD 12"O.C,FOR 1/4"MAX. .9 0" DESIGN LOA S LESS THAN 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID X o< / OR EQUAL TO 110 P.S.F. ' THE APPROVAL DOCUMENTS. ¢I-F •520" AND Cd 9"O.C.FOR 1 E U .313"0 DESIGN LOADS GREATER I 6. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE / THAN 110 P.S.F. BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS, ;p _ \ MAY BEAT (SEE ANCHOR SCHED. 1 ` ••TOP&BOTTOM/� FOR ANY ACCEPTABLE O dd A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND ANCHORI SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL I I -- --" c h AND JUSTIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE 12" • BOTTOM MOUNT ALUM.ANGLE CLOSURE PIECE- c 3 PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL (TYP.I 1"x2"x.055"MIN.TO g GRANTING HIS/HER APPROVAL. r•x S"x.055"MAX. ' B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND O TYPICAL ELEVATION EXrSTING SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION STRUciJ 6 WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION"B"SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. FASTENER La 12"O.C.FOR 1-1/2'• DESIGN LOA S LESS THAN 9. RODUCT MARKINGS SHALL BE WITHIN 12"OF ONE END OF THE PANEL WITH A OR EQUAL TO 110 P.S.F. MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AND P 9"O.C.FOR g" AS FOLLOWS, DESIGN LOADS GREATER Ch AMF BUILDING PRODUCTS THAN 110 P.S.F. Aft2 WEST PALM BEACH,FLORIDA (SEE ANCHOR SCHED.MIAMI•DADE COUNTY PRODUCT CONTROL SECTION APPROVEDt/4•nAx. FOR ANY ACCEPTABLE 1/2"OVERLAP-� ANCHORI10. STORM PANELS SHALL BE 3004-H34 OR 5052-H32 ALUMINUM ALLOY 0.050"THICK ANCH N)ITH F6y28,950 P.S.I,MIN.).ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM EXISTING STRUCTURE LLOY,U.O.N. STRUCTUREfyl.UMl ANG�g CLOSURE PIECE:1 x2'x.125"MIN,TOPRODUCI'IifiVISED11. ALL FASTENERS AND BOLTS TO BE 2024-T4 ALUMINUM ALLOY•304 SERIES 2"x 5"x.125"MAX. ascomplyingslththeFlorida 9.1.2 STAINLESS STEEL,OR GALVANIZED STEEL WITH A 33 K.S.I.MINIMUM YIELD Building Cuda STRENGTH. AcCOptanco N0�2-o 03.01 � 7Jiv u1lbrEb 12. TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS Expir tion Data 17'7 � "^ 01(24/2me DICTATE.PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 13. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TYPICAL PLAN VIEWS m+1 TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS Miami Da nod' 1.2-104 AT THE JOB SITE,BEFORE COMMENCING WITH THE WORK. SCALE,1-1/2"x T-0" sheet 1 of 4 C:UIDI-ProiectsIMIDIsParate-CI1D\VJKnexevich%CAD2012y12-104_AMF\RO-subV2-10401.dw9,1/25/2012 9:37:40 AM,Ledger,1:1,w Aimparatexorn EHEL1X SLLTINNyy//Ggg44OppNC 01q•E, NNECT� 7ypE EqXISTINWWGgg ONC ETppTE, EMBED. WO�OOFRggs: P. REFERENCE ANCHOR WO FPA � YP. v • m (TYP 1 TOP&Boi70M SCHEDULE FOR MAX. TDP Bol M f*• .ac+t"r'� SPACING DGE DIST EQ EQ. 'F 2 CONNEC710NTYPE 1�, REFERENCE ANCHOR I •e W _ SCHEDULE FOR MAX. gg 1h'SPACING O 0 1/4"MAX. 1/4',MAX, 2 j r`:•a..i a:II's•'.� i�eT•"4i. V F'`�1 si y SEE GLASS SCHEDULE 1 o=i SEE GLASS SCHEDULE Q N wn I xc J W =9 Z q OR DOOR =6 OR DQOR2 LL --- C1 CONNECJION TYPE a a¢ 5 Y REFERENCE ANCHOR 0 K f �,�'1'-�� SCHEDULE FOR MAX, a N Q[or4r. (Tl&(�WITH 1/4-za a 0 N li —: SPACING /8' ACHINE BOLT u u~i a E w @ 12"O.C.MAX. E w OI (@CONT. ul w ��' i CONNECTION TYPE rTi �= REFERENCE ANCHOR iz n 8 WITH 1/4-20 z 5/8" 1' SCHEDULE FOR MAX. W w� CH E BOLT Lm 12"O.C.MAX. SPACING zQ V EDGE DIST. c+- ANGLE TOWALL DETAIL PANELTO ANGLE DETAIL WALL MOUNT SECTION © CEILING/INSIDE MOUNT SECTION y bAog O SCALE•3"=T-0" SCALE.3"v V-0" � Cl CONNECTION TYPE °Z1 REFERENCE ANC OR SCHEDULE FOR MAX. EMBEp, 1 CONNECTION TYPE SPACING ITYP.) L/w�2,fEXE�A��IIALRoLT P(Typ REFERENCE ANCHOR LLEEaQ SCHEDULE FOR MAX. �DIREC7IQN ?pp&OBCOTTOM SSPACING 3 rr.4� C ET _ '•/:I EXISTING gCONCRETE. 1 NOR W IOC OR QIT I TT TYP.TOP&BOTTOM IOP&BOTTOM P rj 6 6 0 WITS GI y"LEG INSTALLED ggr.�E Iq HORIZONTAL ASS HOWN BOTTOMYP. �i ^ Ea WITH 1/4-20 z 5/8" WP&-n WITH 1/4-20 z 5/8"EBOLT(pl 12"O.C.MAX. w CHI E BOLT 0 12"O.C.MAX. .aw Q4 CONT: k::Y°�•'.:. w 9 i:la.:::•1�' 1=..= O = (I ( Z°A SEE GLASS SCHEDULE N U jW WW Q GLAS 2; OH 1q POOR ASS 5 U Q= OR D%.R Z - °o 1i r 0 aN ,So- Xr p r &(�WITH 1/4-20 z 5/8" c N 'r: of W,Hne20vlCh ACHI E BOLT(ID 12"O.C.MAX. Ct ONNECTIAl pE :. ;:,; PRODUCT REVISED •'•,,� �A ••' I/ REFERENCE HOR '�� RREEMMOVABLE FASTENeR &v wmplyillg vvilh thO Florida SCHEDULE FOR MAX. _ I u5E 1/4-20 5.5.TRUSS HEAD BOLTS Dui1Ji11G Codc SPACINGqL7��gGG W/KEYHOLD WASHER.ENGAGE C3 CONNE ON TYPE -a OIRECTI(SN OF KEYHOLE WASHEROW PORTION At=1 , No o_ 33.0' C� J 2012 REFERENCE ANCHOR C1 C MCI TYPE 17 SCHEDULE FOR MAX, REFERENCE ANCHOR B .aav AStO1lD SPACING SCHEDULE FOR MAX. SPACING Ivlieml Dado Juct Control I 101/24/2012 SIDE CLOSURE REQ'D.(SEE PLAN VIEW) OBUILD-OUT MOUNT SECTION WALL MOUNT SECTION(DIRECT MOUNT) f° SCALE,3"=1'-0" O SCALE.3".1'-0" .12-104 sheet 2 of 4 C:\-,MIDI PraJects\MIDisparate_CAD\VJKneceVlch\CAD2012\12.104-AMF\RO-sub\12.104-02.dwg,1/25/2012 10:54:20 AM,Ledger,1:1,Wvm.BDIsparate.O0M ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS a! a LOAD MIN.2"EDGE DISTANCE MIN.7 EDGE DISTANCE LOAD MIN.3/4°EDGE DISTANCE ' IW) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO; SPANS UP 70 7 (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5'-6" 8'-8" 10'-8" 5'-6" B'-e" 10'-8" P.S.F. V-6" 8'-8" 10'-8" ANCHOR TYPE MAX. (SEE NOTE I) SEE NOTE 1 (SEE NOTE 1) SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ANCHOR TYPE MAX. (SEE NOTE t) (SEE NOTE 1) SEE NOTE 1) 8 (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPS CONNECTION TYPE (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 4 NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 4 NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) IU1", g 1) Cl I C2 I C3 C41 CS C7 C2 C3 C4 CS C7 C2 C3 C4 C5 C1 C2 C3 C4 CS C7 C2 C3 C4 C5 C1 C2 C3 C4 C5 47 1) C1 C2 C3'C4 C5 C7 C2 C3 C4 C5 Cl JC210JC41CS O O f 3 a 48.0 12 12 12 12112 12 12 12 11 11 12 12 12 8 B 12 12 12 12 12 12112 12 12 12 12 12 72 10 10 1.�--- 1 48.0 12 t2 12,12 12 12 12 12 10 10 12 12 12 8 8 63.0 12 12 12 12 12 12 72 12 8 8 72 9 12 7 6 12 12 12 12 12 12 12 12 10 10, 12 10 12 8 8 ` 63.0 12 12.12•12 12 12 12 12 7 7 12 12 12 6 6 b" 1 4"0 TW TpPCp W1 72,0 12 12 12 11 11 12 10 12 7 7 12 9 12 7 6 12 12 12 12 12 12 11 12 8 8 12 10 12 8 8 LA65CpE1J.wITN 01 72.0 12 12112170 10 12 12 12 6 6 12 12 12 6 6 aqy� 4)'MIN.¢MBe�M¢N7 98.0 12 12 72 8 8 12 9 12 7 6 12 9 12 7 6 12 12 12.10 10 12 10 72 8 8 12 10 i 12 8 8 t-3/4'¢M BE.MOD 98.0 72 12'12 7 7 12 12 t2 6 6 12 12 12 6 6 e3e CW u q 200.0 12 9 12 7 6 72 9 12 7 6 12 9 12 7 6 12 10 12 0 8 12 10 72 B 8. 12 10 12 8 8 PARALLELA�� ODD 200.0 12 12 12 6 6 12 12 72 6 6 12 12 12 6 6 * 48,0 12 12 12 12 12 12 12 12 12 72 72 12 12 1p 10 �R2-MIN- 46.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 V m.Fg� fi 11 63.0 12 12 12 12 12 12 12 12 10 10 72 9 12 8 8 O E� 63.0 12 12112 9 9 12 12 12 5 5 12 12 12 4 V EN LMCpPANE AMne7uE�"b 72.0 12 12 12 12 12 12 10 12 B 0 12 9 12 B B Q L 65 NWITH 172.0 12 12 12 B B 72 12 12 5 S 12 0 1�4�20WITnlICpEW 9g.0 12 12 12 10 10 12 9 12 B 12 9 12 B 8 0 1P�pP¢ Cps� 98.0 12 12 12 6 6 12 12 12 4 4 12 12 12 4 4 NVvi°O e U (MIN009 PAI, 200.0 12 9 12[12 8 12 9 12 B B 12 9 12 8 8 , D AI 200.0 t2 12 12.4 4 12 12 12 4 4 12 12 12 4 4 �P O 48,0 12 12 12 12 12 1z 1z tz tz tz tz 1z 1z 10 10 tz 1z t2 1z tz 1z 1z 12 t2 tz 12 12 tz 1z *@��LTtRllltn\1A11:� 4e.o 1z 12 12 1z 12 tz 1z 12 a_ s_1z n 1z 7 7 F63.0 12 12 12 12 12 12 11 12 9 9 12 7 10 7 7 12 12 12 12 12 12 12 12 12 72 9 12 10 10 * I a >`j 63.0 12 12 12 10 10 12 912 6 6 11 5 7 5 57 10 7 7 12 12 12 12 12 10 12 10 19 12 9 12 10 10 L2 9 CO 1/4.0AL�PO�JTS O(O 98.0 12 12 12 9 19 12 7 10 7 7 12 7 10 7 7 12 12 12 12 12 9 12 10 1Q 12 9 12 10 10 1� 1-'/ie"�rLMIN.E BgE .896.0 12 9 12 fi 6 11 5 7 5 5 17 5 7 5 5W y+"g. E� PAN MATE72.0 L2 ORETE N2,000 TNEW 200.0 12 7 10 7 7 12 7 10 7 7 12 7 t0 7 7 12 9 12 1D 12 9 12 10 10 12 9 t2 10 10 fl1, CREW 200,0 71 5 7.5 5 11 5 7 5 5 11 5 7 5 546.0 12 12 12 8 8 9 9 9 5 5 7 5 7 4 _4 12 12 12 _10 11 11 11 6 6. 9 6 963.0 11 11 11 6 6 7 4 7 4 4 6 4 3 3 12 12 12 7 8 5 B 4 4' 7 3 4 4 4 ANCHOR NOTES: X. r q N W 7H 72.0 10 10.10 5 5 6 3 4 3 3 6 4 3 3 11 11 11 6 6 7 3 5 4 4 7 3 4 4 4 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ar a 11 1�4)MIN TEMPCE00 7 98.0 7 4 7 4 4 6 4 3 3 6 4 3 3 B 5 8 4 4 7 3 4 4 4 7 3 4 4 4 SHOWN IN TABLEAM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMBED TO THOSE N 200.0 6 4 3 3 6 4 3 3 6 4 3 3 7 3 4 4 4 7 3 4 4 4 7 3 4 4 4 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL m � ^• V ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THA tJ `Z3 um,^e * 48.0 t2 12 12 11 11 m. 12 12 12 7 7 12 a 12 5 5 OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN Z Nm � tk N1 63.0 12 12 12 8 8 11 7 11 5 5 9 4 6 4 4 GREATER THAN OR EQUAL TO SHUTTER SPAN. 4a#� Q PEMAI/ EPCRELFMtLA�7/pE" 72.0 12 12 12 7 7 10 5 7 14 4 9 4 6 4 4 J. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. -F Q 1If4�20WITH��U SCR 98.0 11 7 71 5 5 9 4'6;4 4 9 4 6 4 4 4' REFERENCE ANCHOR SCHEDULE FOR E�ROPER ANCHOR OR BASEDI ON 4 a = 200.0 9 4 6 4 4 9 4 fi 4 4 9 4 6 4 4 TYPE OF EXISTING STRUCTURE. V 48.0 12 12 12 12 12 12 12 12 8 8 12 12 12 6 6 12 12 12 12 12 12 12 12 71 1 12 12 12 9 9 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' o * 63.0 12 12 72 10 10 12 9 12 6 6 12 6 0 5 B 5 5 12 12 12 72 12 12 tt 12 8 8 72 6 g 7 7 RECOMMENDATIONS, o gk Iia. $7 p 6. MIN�+lMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR 5iT LIMncMI�Nt!5[RW 98,0 12 10 12 6 6 12 6 18 5 5 12 6 8 5 5 12 11 12 B B 12 6 9 1 7 7 12 6 9 7 7 7• WHEREOEXISTING STRUCTURE IS POST-TENSIONED CONCRE'[E CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE61 200.0 12 6 8 5 5 12 6 8 5 5 12 6 B S 5 12 6 9 7 7 12 6 9 1 7 1 7 1121 6 1 9 7 7 SUCH THAT CABLES ARE NOT DAMAGED. e 9 8. VARY.FIELD VER FY THAT FASTENERSFARE FRAMING ADEQUATE(WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY c FOR SIDE CLOSURE PIECES, c 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER S g SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.WOOD STUD SHALL HAVE PHILLIPS PAN HEAD OR HEGREATER HEAD R DENSITY.LAG SCREWS SHALL 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS ?! IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR VA W/A�FER HEAD(SIDEWALK BOLT),U.O.N. 11. VA DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. g. 12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE K).Knezevich SCREW,NUT OR WASHEREO WINGNUT. nr. 13. FLDORSLBEAMS OROCEOILINGS.4EXCEPTIONYCONCRETE SLABS ON GRADE. (� MIN.2x ANCHOR DIAMETER PRODUCf REVISED - MAX.1/2 ANCHOR SPACING as cornplyingwithillc Florida SPACING PER SPACING PER Building Code •� '�Q'�Z ANCHOR SCHEDULE ANCHOR SCHEDULE Acceptance NO Expi tionDaleo /7 Nry -4stlorto (06 BY D1R4/2012 MiOtpi Da r0 u Control ALUMINUM ANCHOR FROM 12-104 EXTRUSION SCHED.,TYP. sheet 3or4 C:LMIDI_Projects\MlDlsparate-CAD\VJKnezevlch\CN)2012\12-304_fiMF\RO-sub\32-104-03,dwg,1/23/2012 12:39:29 PM,Ledge,1:1,w1vwmmsparata,cem �rr.�7ifi14 p MINIMUM STORM PANEL SEPARATION FROM GLASS" �'E MAXIMUM ALLOWABLE L MIN.SEPARATION MIN.SEPARATION STORM PANEL SPAN SCHEDULEPOSITIVE ACTUAL FROM GLASS FOR FROM GLA55 FOR NEG.DESIGN Lmax. BDESIGN SPAN.(L) INSTALLATIONS LESS INSTALLATIONS GREATER LOAD M 8 LOAD IW) (FT-IN) THAN 30'ABOVE GRADE THAN 30•ABOVE GRADE (PSF) (FT-IN) (PSFI (INCHES) IINCHESI 3010 10-8 3-6 3-1/2 1-5/16 35.0 10-8 V 30,0 8-8 3-1/2 1-7/8 40.0 10-4 C 6 10-8 4-1/4 2-3/4 45.0 10-0 IZ841. 3-6 3-1/2 1-5/16 48.0 9-10 40.0 B-8 3-1/2 2-1/8 50.0 9-9 �Q 10-6 4-1/4 3-1/8 5S.0 9-6 > y 3-6 3-1/2 1-5/16 _ 60.0 9-4 50.0 8-9 3-1/2 2-3/8 62.0 9-3 �•� "i 9-11 4-1/4 3-1/8 65,0 9-1 3-6 3-1/2 1-5/16 67.0 9-1 Ny a 60,0 8-8 3-1/2 2-9/16 70.0 8-11 cy 9-6 4-1/4 3-1/8 72.0 8-10 �F 3-6 3-1/2 1-5/16 75.0 8-8 70.0 8-8 3-1/2 2-3/4 80,0 8-2 9-0 4-1/4 3 90.0 7-3 W •�, 3-6 3-1/2 1-5/16 100.0 6-7 zz U 80,0 6-6 3-1/2 1-13/16 110,0 5-11 O 8-2 3-1/2 2-5/8 115.0 5-8 3-6 3-V2 1-5/16 120.0 5-5 90.0 5-6 3-1/2 1-9/16 130.0 5-0 GO 7-3 3-1/2 2-3/16 140.0 4-B g �'78 19� 100.0 3-6 3-1/2 1-5/16 150.0 4-4 6-7 3-1/2 2 160.0 4-1 - 3-6 3-1/2 1-5/16 170.0 3-10 110.0 5-11 3-1/2 1-3/4 180.0 3-7 +�SEE TABLES 1 L 2 NOTES NUMBER 3 190.0 3-5 200,0 3-3 p 0 �yV9 I ypg�� TABLES 1 L 2 NOTES I s 6 1. ENTER TABLE i WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX.PANEL SPAN(L...), POSITIVE LOADS LESS THAN OR eat1AL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADSBETWEEN TA ULATED VALUES.USE NEXT HIGHER LOAD OR LINEAR IN.JERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITH POSITIVE D�SION LOAD TO DETERMINE 8- MIN.SEPARATION FROM GLASS. , i VJ,Kne2evIch PRODUCT REVISED •l ,. as wmplying Wilhtlm Florida i Building Code Acceplmlw No 0 03.01 Exd -OnDatcD l7 emp rAv "nsxotm I By 61124/2b12 Miami Dade not Conlro( ^*rb 12.-104 'sheet 4 of 4 C:LMII)I_Projects\MlDlsparate_GAD\V]KnezeNrh\fAD2012\12.104-AMF\RO-Suh\12.10+04.d,vg,1/23/2012 3:02:29 PM,Ledger,1:1,mw.MlDlsparate.com