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HomeMy WebLinkAboutProduct Approval I 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.gov/economy American Metal Fabrications,Inc. dba AMF Building Products 150153`'Street Mangoma Park,Florida 33407 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 j APPROVAL DOCUMENT: Drawing No.AMF002,titled"0.063"Aluminum Storm Panel", sheets 1 through 5 i of 5,prepared by Building Drops,Inc.,dated June 27,2015, signed and sealed by Hermes F.Norero,P.E.,on June 02,2016,bearing the Miami-Dade County Product Control Renewal 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 I 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 i 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 renews NOA#15-1207.04 and consists of this page 1,evidence submitted pages E-1,E-2,E-3 &E-4 as s Well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. CADE COUNTY 1�L/ NOA No. 17-0118.08 MIAMI-D• .. , Expiration Date: 04/18/2022 Approval ] pp l Date: 02/2Pa e 1 g i i 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 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 Wind Pressure Test, 3) j 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. I i 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., QCMJob 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 file 95-0717.06.) i 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. I elmy A.Makar,P.E.,M.S. j Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-1 i i i . I 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 i See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 i F. OTHER See NOA 99-0219.01 I 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0706.17 A. DRAWINGS I. Drawing No. 07-309, titled "0.063"Aluminum Storm Panel ", sheets 1 through 5 of 5,prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E. i 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, i 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 j 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. lfei my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 i E-2 i 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 5 Of S,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, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. i D. QUALITY ASSURANCE i 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). j 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. I 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0809.04 A. DRAWINGS 1. Drawing No. 12-167, titled "0.063"Aluminum Storm Panel ", sheets 1 through 5 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. I C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. imy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-3 i American Metal Fabrications,Inc. i dba AMF Building Products I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 15-1207.04 A. DRAWINGS I. Drawing No.AMF002, titled " 0.063"Aluminum Storm Panel ", sheets I through 5 of S,prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero, P.E, on June 02,'2016. B. TESTS 1. None. C. CALCULATIONS 1. 0.063"Aluminum Storm Panels Calculations, Sheets] through 23 of23, ,prepared by Building Drops, Inc., dated June 02, 2016, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016 D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. I E. MATERIAL CERTIFICATIONS 1. None. 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. i B. TESTS 1. None. C. CALCULATIONS 1. None. i D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. I my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 ! E-4 ' LABEL LABEL •� . LOG710N1 1.87- 1.87' LOCATION 1.BY tHNme�N�s n I I. THESE PRODUCT EVALUATION DOQUNINIB REPiDSIINi A LARGE AOSSILE WPALT fAROIECIIVE 1.J69' N 2' 1S• 1.369' � 1S' 2' Y SHIRTIER SYSTEA ANALYZED WTM THE PROVISION SET FOR THE ISSUANCE OF A NONCE OF ACCEPTANCE(RCA)Bf MWL71-DPDE COUNTY PRODUCE CONTROL SIGNOR FOR THE HIGH > See fkte �• S..NCle� VELOCITY HURRICANE ZONE(HVIR)OF THE 5TH EDITION FLONDA BUDDING CODE �} ftD I I I /to I I I AMERICAN METAL 2 NO IN REAM IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 1.518' 1.118' IBIS' ,51B• 1.518'4—L--t FABRICA�TOSRS`INC. WIND LOAD DURATION FACTOR Cd-1.B WAS USED FDR WOOD SCREW DESIGN. 12.00'PANEL COVERAGE B PANEL COVERAGE---FI weAms P:n,F��am FteNwHTsosm J. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN RO WIND VELOCITY. THESE ig.3Y 9.310' cAc pANno-mO DOCUMENTS W ACCORDANCE WTRI THE GOVERNING CODE MAID COVFANWO WINO VEDCIfY. FOR WIND LOAD CALCULATIONS W ACCORDANCE WITH ASCE 7-10 A DIRECTIONAIJTY OF Kd O FULL� UMINUM STORM PANEL O HALF ALUMINUM STORM PANEL OAS SHALL BE USED. 1 �3.-0' L ;a e a Zco 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. •� Z S. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED 2251' 2.217 JS' CONTRACTOR,PROFESSONAL ENGINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO .1`�8' R25' .172' R25' R25' R.25' R.28' UT m J BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM •17Y r2251• 1225I' �jj 0 O=� THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING I I Z V Y STRUCTURE DOES NOT DEVIATE IN ETHER FORM OR MATERIAL FROM THE STRUCTURAL .063' 09' D9 .063' 09' J Sc v SUBSTRATES DETAILED HEREIN.CONTRACTOR SHALL VERIFY DOSTING STRUCTURE CAN y TYP. 1D TYP. ~ IYP, TYP. IYP. m Q WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. n B. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCE EVALUATION DOCUMENTS WILL VOID �^ ' 'O ^^e [�- m ~~m THE PRODUCT EVALUATION DOCUMENTEL 1'u a 'j a �D Lu 5 < 7. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS,THE ��20I' r � 201' �L-201' �2.01'� 2.01' W.1 a �p BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. 2.24'-} 224' 224' 224' CiUj A)REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SFALLTJQ=� BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL ANO JUSTIFY THE DEVIATION.SAID DOCUMENTS SFIALL 13E SUBMITTED 10 THE PRODUCT FZNCINFFR FOR 'h"HEADER H�eay "h"Header HEAVY"h"HEADER "U"HEADER HEA "U"HEADER REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL O•sw =t'•c' ® e:a')i'� O. swro:a.A•a © amsa••t•�r O e:3••1 B)REYNUIRE THAT A ONE TIME SITE SPECDC APPROVAL BE APPLIED FOR AND SECURED FROM THE LEWI-WADE COUNTY PRODUCT CONTROL SECTION. WHEN THE SITE CONDMON24G DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE Dyy m ZONE MFAS ONLY OPTION'B'SHALL BE ACCEPTED BY THE BUILDING OFFICIAL Tp .275 B. PRODUCT MARKINGS SHALL BE WITHIN 1Y OF ONE END OF THE PANEL WITH A MINIMUM 313' .184' 27g' OR 0 MACHINE OF ONE MARKING PER PANEL AND SHOULD BE PERMANENTLY LABELED AS FOLLOWS. .44' / OR DI O C. Z AMF BUILDING PRODUCTS 25" •86, 125' O WET PAIN BEACH.FLORIDA 1.378•.932' MIM11_OAOE COUNTY PRODUCT APPROVED 928' 2' p TT'p �.( Z O S. STORM PANELS SHALL BE.063'THICK.3004-H34 ALUMINUM ALLOY WITH A MIN.Fy .07' S. .09Y ' 25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MW.Fy=23.0 KSL �•�•� 0.6• .138'U 7YP 10.ALL EXTRUSIONS SHALL BE 6053-TB ALUMINUM ALLOY,U.O.N. 1/4-20 MACHINE SCREW g•MAX, > U MATERLO:SAl.003 AUDY WITH 7/16'HEX HEAD �2'� Lu I1.ALL BOLTS AND WASHERS SHALLBE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM W TENSILE STRENGTH OF 60 K.S.1 U.OA ® WASHERED WING NUT O KEY HOLE WASHER O ' RACK O STUD ANGLE O BUILD OUT ANGLE (][ a 12.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANES 10 , ll'T—HnEi=STEM— 12 3re:r-tw' MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 13,THE PERMIT HARDER SHALL VERIFY THE ADEQUACY OF T14E EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE•BEFORE COMMENCING WITH THE WORK. WIDTH UNLIMITED WIDTH UNLIMITED EZZ ,FF 7V �(PFRPENOICUTAR TO PANEL SPAN) �'QU�HEADER {�(PERPENDICULM 7D PANEL SPAN) yj�,�R BE MOUNTED tl/' rI HOR60NTALLY ' ................,a co 1 I %UCl''.Zs.TiF:V1El: s cc:npb;:r.Z Av:th tNe Flrnda 'Z .� S f£^ � i d^ Licetdiac�r.:e 1� CCCLVVVy jet S r aI �� L->3:iT•aien TrY:c0�1 ZZ� � ��CA.%b N PR ' Pill PRODUCTKHVLSED , <IN' L Buiwf IOPIYlDB With thr 17aid i O o 0 V s Z I Code 1 ccegia7re No S- 20 ,o¢ DWG#: `EI�EVATLON APPROVED SILL �E�LIEATION U i AMF002 D 9d owl SHEET: 1 of 5 f i C4 CONNECTION TYPE CS CONNECT ON TYPE DOSIINC CONCRETE, - EMBED. REFERENCE ANCHOR IXIST(NC CONCRETE HOLLOW BLOCK OR REFERENCE ANCHOR SCHEDULE FOR- HOLLOW BLOCK OR SCHEDULE FOR MAX eaten - WOOD FRAMING.SEE SPADING WOOD FRAMING.SEE EMBED. Cl CONNECTION T1PE - --- ANCHOR SCHEDULE BASED SPACING EASTNG CONCRETE, EO. E0. ON TYPE OF STRUCTURE HOLLOW BLOC(OR ANCHOR SCHEDULE BASED REFERENCE ANCHOR (TYP.TOP h eoTrou.) / ® �G WOOD FRAMING.SEE oN TYPE OF sRRUCNRE SCHEDULE FOR MAX 25' ANCHOR salm,"�ea0 (m,Top k BOTrou.) SPAanc AMERICAN METAL 5' MAX. ON TYPE OF STRUCTURE G FABRICATORS,INC. EDGE (TYP.TOP Le BOTTOM.) •.0 ssaisva s,ree: DLST, e,anLonb valt,RA31W .25'MAX. v,c fsstl7so-vs9 L � E0. FnKO6t17t16»+" L>: EDGE ED' m a OR O CST• Z .y"} SEE �{ 7�. �:4'•R 2 V# � ABLE 1 = 3 See a Z Q ,FDR NIN. 8 T.W.2 H>m m SEP. 1 t Fe MIN SEE z yf` O m FRou g� S.P. {- :m.� BOATING CLASS 5 dam �SREP GLAZING a �� Z V p NW w EDGE ' -�' B B �19, DUSTING 5al a 3 5 CST. t I. +— _GLAZING T, _ • Q K N ya DI : H�Wj ,mp d men ui Q 01 CONNECION TYPE EMBED. ,P5• .26'MA%. REFERENCE ANCHORMAIL C1 CONNECTION TYPE SCHEDULE FOR MAX CS CONNECTION TYPE Ea O' CHEDULE ANCHOR UA SPACNCtFERE7lQ:SCHEDULE�C MA)LF SCHEDULE FOR EMBER SPACING EDGE DIST. ® WALL MOUNT SECTION ® TRAP MOUNT SECTION © WALL MOUNT SECTION m V) EMBED. C4 CONNECTION TYPE EMBED. Z REFERENCE ANCHOR CS CONNECTION SCHEDULE TYPE ,^ O SPACING FOR MAX. C1 CONNECTION TYPE REFERENCE ANCHOR V J REFERENCE ANCHOR �' R' SPPH.CEDNGE FOA NAX. H N D(ISTING CONCRETE, SCHEDULE FOR NHL. 2 HOLLOW BLOCK CR SPACDIC V WOOD FRAMING.SEE 25' EXISTING CONCRETE E0.t EC. w W MICHOR SCHEDULE BASED ON TYPE OF STRUCTURE E MAX WOOD HOLLOW BLOCK � p (TYP.TOP k BOTTOM.) DEE 6E ANCHOR SCHEDULE GiSED L»CE �'- ON TYPE OF SIRUCNTDE LNSf, M (TYP.TOP&BOTTOM.) a SEE OPTIONAL LEG DIRECTION 0 S n TABLE 2 FOR MIN•761-1 �� PRUL+UCT'2i�Ri_1.G• �`V � •* / ccmPlyEny ui:h ffie Fio:ic.T � •,......, .��iy EIMNG BOATING 11 1 AceePcence Nn[�-p/f j{_O B �O'•�4 n .�?'•es. tl(R 11 GLAZING B Expfsa;cv�7rstep�_-T" 22 n _``S$ I:IAZDRGEDGE BY DIST. t n, dx�iCL Ca07 0 :J = d . Y Ct CONNECTION TYPEREFEREN SCHDUIE�FOR ANCHOR Vo C2 CONVECTION TYPE 1• /ify ��5 SPACING REFERENCE ANCHOR SCHEDULE MAX OAC1 111 ul PRCDUC:Pu V)SED )-N Y LLL ¢f- EMBED. EMBED- mMmOr-g mitt:Ote Fluid, p¢ li� =2 �2 Building CM° O p V O BUILD-0UT MOUNT SECTION ac"Rmm"N° T. DWG#: Ds.e 1,Q Evpi D O ALT.BUILD-0 Ote UT MOUNT SECTION AMF002 r�„t SHEE1•: 2 of 5 ANCHDR SCHEDULE ANCHOR SCHEDULE FAVENERMA)MUMSPACING INCHES RE UREDFORVARIOUS ETIGNIOADSANDSPANS F NFR A)O CI G INCHES R I FO V I IG IDAO.ANO PAN N.LOAD 3/4'EDGE DSTANCE SPANSUPIO SPANS UPTO SPANS UP TO LOAD MIN.2°EOGEDLSTANCE MIN.3'EIIGE DISTANCE - - J J SPANS UP TO SPANS UP TD SPANS UP TO SPANS UP TD SPANS UP TO SPANS UP TO PS.RM S'-0• 8'-B" 111'-0°' (� ANCNORIYPE SEE NOTE SEE NOTE SEE NOTES s'o° a s o s s m o MAX P.S.F. 5 MAX CONNECTIONTYPE CONNECNONTTPE CONNEOCNIVE AMERICAN METAL ANCHORTYPE SEENOTEl SEENOTE3 SEE NOTE 11 SEENOTEI SEE NOTE 11 SEENO7E 11 g (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION T'PE CONNECOON TYPE CONNECTION TYPE CONNECTION TYPE NOTEI) FABRICATORS,INC. (SEE CI SEENO7E3 SEE NOTE SSEENOTE3 Q 12 Ca GS u C2 C3 C4 CS Cl C1[3 C4 CS Isols]rd Sheet C2IC3 E3 SEE NOTES) C21C31E3 C21C3SEENCI1E3 SEE NOTES (SEE NOTES 62 12 12 :1 :1 1D a 11 u 12 5 ss u ss u S NOTES) M3°BPw4va.E,F1934DT CS Q O C4 CS CI Q p C4 C5 Cl!Q p C4 CS CS Q p CA CS CI C2 0 C4 CS Cl Q p fA CS Tz 1] 1: Sx :x a u u u 11 a u ss u u a NE Is6DTBo-s>s9 63 li 12 n 1] 13 I2 12 12 12 B 11 12 12 10 7 11 1] 11 12 12 12 12 12 1] 10 12 IT li IS 9 S/0 D1.hat]•hb.G U1GSOUw RIRM fAi•(56N)90.)310 MN.LI/rQa.3DIEN7.INEM B3 12 12 11 32 7 12 12 13 10 4 52 1] 1] 9 / 72 11 12 12 12 12 >? 11 11 10 7 1] it Il 7 6 13 1] 11 n 11 13 12 12 11 9 12 12 12 8 7 IM CP P@P[1- nD t2 12 IS n ] 12 13 I3 9 4 12 13 12 B d A3 13 12 12 12 11 ]] 13 11 ] 6 32 f0 9 5 6 u l2 ]1 ]1 13 12 II 32 e ] 1x ]1 t0 ] 7 TOWOD06B4w m n 1/r OrrvYTAPmnWRH mN.R.IS 1.0. 3m t2 12 1] 9 A 12 12 12 B 4 13 12 11 B 1 M .E 110 17 17 13 ]3 a 12 10 9 6 6 12 30 9 6 6 22 LZ 1] 17 9 12 11 10 7 7 12 11 10 7 T di SJJr M.[14BFDN2Nr * 62 !2 12 13 13 t'9 9 9 6 ��..��''�pp ) 1 7 4 d U#•t BIII.] 19 CONO3ETEI ]00 12 10 9 6 6 ]2 10 9 6 6 I3 10 9 6 6 37 11 30 ) ] 33 11 ]D ] T Il 33 10 7 ] 72 12 12 12 IS'�T J 6 a =cE fi 4 4 (4, 1Z•1 m 7/Sf•O WOOD BUSxW03 wrtN)/r ] j w* 1113� 61 - S U- ° "-� $°,-3 G,�12 12 12 11 12 32 12 12 11 a 12 12 Z a 7 mN.ln13FDA6Ni A3/r•m ITNmF]i 63 31 St 13 Sl G- 6 4 4 - 6 4 3 * d1, 73 J _ n '.. + !`,;'+u F T.: 12 32 11 12 32 13 32 12 8 7 1S 9 9 5 6 3 STEELrMgMf1QEW4rvgm 220 8 6 B 4 6 4 Y -t - WSTALLtOWiwUQ nN[/a DM]E0. Ct= 1/rDFlm M412/fEAUIE•PANEL 83 .t 1z'.., 12 12 12 It 11 11 9 B 5 6 12 e 7 4 6 µO,g1 ]DO 6 4 ] -;,, MATE W/Sa/1°mN.EMBED.& 69 . 120 � tea.'-"'' } -.., 6-12 12 13 9 ) 32 6 7 4 6 12 8 ] 4 6 e] 1] 1] SS 33 10 12 11 11 ]3 B 32 f2 13 7 5 !Y V 1/f-m MAgrvesauwwnx lour - _ * z1y p V1 m¢ b-, u a ] { 6 13 8 J a fi ll 8 ] 4 6 * 71 3] 13 33 1] 9 t3 11 11 7 9 it B ] ] a j V m H ¢ y Lu fit 12 12 12 12 12 13 12 12 12 B 12 12 32 9 ] 22 11 11 12 32 12 11 12 12 9 12 12 12 9 9 1/4' elm N1NElNIaUa - B3 1] IS 11 11 B ll 8 777 10 T 6 4 0 G 'Y MATE-W/L]/B'mN.l6aE0.6 li0 12 IS it ) ] 1P ) 6 f l 1° T 6 a Z �. 72 12 11 IS ;2 32 32 ]2 12 9 ] 13 13 10 6 6 13 13 33 12 13 13 u 12 9 6 12 11 10 6 7 y9m hMglntlm[W WIIHNUT a K 1-1 Z •O u B3 22 ss it 12 m 3] 11 m 6 6 it 9 9 5 5 12 12 12 ss u 12 11 30 6 l 1] 9 a 5 5 MN.ai3 i.a 200 11.17 . 4 4 W ] OZ ��/0 ,nEM uo 12 u 12 ID 7 u 9 a s 5 12 9 a S S 12 12 a 10 a 12 9 a S 6 12 9 9 s 6 ANCHOR NOTES: o It. co m V .3 mrnmNm 2oD u s a s 5 u 9 a s s 1z 9 B s s 12 9 B s 6 12 s 8 s 6 12 9 B s 6 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING o a m a Bz ]x 112122 11 7 9 9 9 7 a a e 7 a s u u u Sz a 1x a 12 u 6 u 12 u e s ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED n 11 121 u 12 6 a 9 7 4 3 7 i 5 4 3 3 u u u 12 10 Sl 12 u 6 S. 11 B 7 a s TO THOSE SHOWN IN TABLE 1. 0 u u u u s 7 s 4 s 1 3 7 14 4 3 22 I3 12 12 d 11 5 7 4 5 10 6 6 4 4 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING-STRUCTURE MATERIAL, 1/rOPoww2Ahmc3wnl ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN a 130 B a a 5 4 7 4 4 y?c 3 7 4 < 3 12 3t 13 7 6 10 6 6 4 4 10 6 6 4 4 1 .3IR.EMBmMEM OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN MmIN,1B1 PSI CONCRETE mo T 4 a a }• 3 2. 6 6 4 a 1.1 6 6 a 4 10 fi 6 4 a GREATER THAN OR EQUAL TO SHUTTER SPAN. m 62 11 12 a 3z 12 u u ss u 6 12 12 12 B 7 u 12 L21 12 12 11 12 12 13 10 121 121 u u s 3.SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. �/'� * n 12u 1212 1! 12 u u a 7 u 10 9 6 6 1x a 1x u u u u 12 to s ss u 11 1 e 4.EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. V J 3/r DALLPamSoUO SE]W" a2 22 12 12 12 10 I2 m 9 6 6 u e 7 s s ss 12 u u 12 I2 u u 7 e iz a tD 6 7 REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE ]/6•MnB.EMem.A1/cxosrnWiFss uo u 1x u 9 7 12 B 7 5 s 1z B 7 s s uuuu 9 2 u 10 6 ] 11 11 10 6 7 O OF EXISTING STRUCTURE. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' zoo u e ] s s u 57 s 5112 a 7 s s 12,11 so a 7 12 a to s 7 1z a ID s 7 61 9 9 9 9 4 5 5 9 1� 4 4 4 �� 9 9 9 9 4 5 5 5 ?-� ; 4 d 4 RECOMMENDATIONS. H Z n 7 7 7 7 _ 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR O 4 4 a 1 -r 7 7 7 7 4 4 4 4 Z!q � L (� 83 6 6 6 6 ; ' ,.' 3 s 6 6 6 ; � w - 7. WHEREOEXISTWG STRUCTURE IS POST-TENSIONED CONCRETE CONTRACTOR j tA'OhiWTNYTlN WRH 12D 4 4 4 •' "�'.dr sW s'.'Rr Sa/rAmn.EAmeomeNr + 4 4 4 "`'' +s a SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE mN.ONMX6 iD A1TM094 20D :-W , , '�;,fi _ s� '�•„__ q;g;=< SUCH THAT CABLES ARE NOT DAMAGED. w v"i * 62 c `T''p,. 3, u L r 12 12 u u 6 9 9 9 6 3 a B 7 4 3 B•WHERE IXISTiNG STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDTIONS a * 71 - 12 St u ss s a e 7 4 3 ] s + -h- VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1/{•Detm m4le/7EMu2'9Anei B3 - a#: `I-n �, 3. Sx u u 12 s 7 s 4 `s s a 9 MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR V MAiE'tN/3-1/{•MIN.EMem.& uo ;'svlA „c�r ,� „ B e e a 3 6 4 s jj SIDE CLOSURE PIECES. O 1/a1DAPwwesalwwgHurw`- - 3 6 ° 9 9.WHERE LAG SCREWS, MALE AND FEMALE PANEL MATES FASTEN TO NARROW m mNrD.TmnaroASTAtcaD ago ;., '.7' T' .zy,„' _ ,q� _ +r ;n� 6 4 3 6 a 3 }_;ql s a 3 FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF Ci a: So 10 m IB 6 6 , V5 r �, ., `tD n m 10 6 6 6 fi_ �¢ ? NOMINAL 2° x 4" (MIN,) WOOD STUD. 3/4° EDGE DISTANCE IS ACCEPTABLE (�11 I1 I)/ Z n 9 9 9 9 >uy >s>,:3�'.,=w� 0.'w 9' 9 9 9 s o MR� 'ig -"4 FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR O B3 B a B a �wja1ifg0.� e e e s (i 5~ GREATER DENSITY. LAG SCREWS SHALL HAVE PHILUPS PAN HEAD OR HEX t/4°DOm Ulb.ee.WI1H u0 IY.;fi[n .-- -� ,,. :. a'4 $ u' _ .'c N T c. HEAD. �` , ,....I.........,� ' Ls1r 44w.ehummEnr ,a""' s �+ r 3. -. s 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2° ENGAGEMENT OF ;' co mit 391ernm I00 ._. , mil, 6•s o Fcd .7✓['..'YW.... o w _s3.Cb W% pO ** 62 12;12 12 12 6 7 7 7 5 a 6 6 S 3 a 12 12 23 u 9 u u u a s 9 9 a 5 4 THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS 72 It u u H S 6 6 s 3 3 s 3 3 u 1z u n 7 9 B B s 4 a s 5 3 9 HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.O.N. T 1L n 9 9 9 9 a s 3 5 L '1 s 3 s ' " 12 a 12 u 6 e s s 3 3 7 5 4 3 3 11•WESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1/f•DvouvsramAcwnx - 12.0 DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE Q i-3/4'M°C RIBmAEIiT 3]0 6 6 6 9 3 5 3 3 ,., 5 3 3 9 9 9 5 4 ) 5 9 9 3 ] 5 4 9 3 SCREW. NUT OR WASHERED WINGNUT. .3 mPvmn zm s 3 3 ;; s 3 fl4. ':. s 5 5 - 7 5 4 33 7 5 n 5 3 7 5 4 3 9 13-• THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL-IN 1 * 62 12 22 a 12 8 u 12 u a 4 11 11 9 5 a u u Sz u So u u 32 10 6 u 11 11 e s EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4". � "'•� �♦ 1/4•o.utPowr- ssolms6rwrzx m 3a u u u 6 B e 6 4 3 9 s 's 3 3 1211211211117 20 7 e 4 4 912 12 12 9 22 12 6 s 3 a 14MAYENOT BERS USEDIN CONCRETESLAB OR CEILINGS.S N AND ALL POINTS SOUD SET MASONRY'ANCHOR /�Y,.1.PRIt OF``♦♦°� 7!e•mW.EMam.at/daD srr4nlEss uo a 11 31 6 n 9 s s 3 9 9 s s ] s uuu 7 s 9 6 s 3 4 9 6 s s 4 EXCEPTION: THESE ANCHORS MAY BE USED IN CONCRETE 1n Sjmrsaanymn caw 2°0 9 5 5 3 3 9 5 5 3 9 9 5 5 ] 9 9 fi 3 3 { 9 6 5 9 4 9 6 5 9 4 SLABS ON GRADE ^ m GO 0- J V1 1'.3GDUC1'RL-V:ar'^9' Q� --2 y a: PRODUCT R.;.zNEVIEO ns emrgtlyinU Weil:tL•c i'1Dr<d,. 3 S_ V)Z ofi compip#nR with the FID]&118 MIN 2x ANCHOR DIAMETER SPACING PER SPACING PER ANCHOR FROM gmld:nZ CalD a o p v 83,AdiDS CSaIc ANCHOR SCHEDULE ANCHOR SCHEDULE SCHED.,TYP. Acc6ptana:No D acci,lal::cN..( o oB MAX. 1/2 ANCHOR SPACING � �l DW6# D��o AMF002 ::P;im ioO DDtc �Z.LZ BY ALUMINUM SHEET: DY v�c:Zoh4�,;:.f EXTRUSION �2 D3 4 OF 5 n mae AMERIC4N METAL FABRICATORS,INC. ssmsnas N.q smKMxm welssiLa9o-ns9 a/JL•(5671a9(Ya9aa Z � m m m m SS31 a 1 m m E Z m Him a � � S m Z [LE MINIMUM STORM PANEL SEPARATION FROM GLASS T STORM PANEL MAXIMUM w o ¢ m m L a MINpIgORAL ENP. MINIMUM SEP. B SPAN SCHEDULE � o `N x �m K(PSN� S P�(PANEL FT-M IABEOVE N030E GREAT RTISHAN ENCHES GRADE(IINNCCHHES TABLE 1 NOTES: ALLMOl1NTWG 3D.00 T-0" 3' 1• i DEW(PSF.) CONDITIONS 30.00 7'-0" 3" 1-114" 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND L MAX(F4N) T 30,00 9'-0" 3' 1-1/7 NEGATIVE LOADS. 7300 T-F m 30.00 10'-0" 3' 1.7/8" 2.FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE 73.00 811- (f� 50.00 5'-0" 3' 1-1/8" NEXT HIGHER LOAD. LINEAR INTERPOLATION MAY BE 80.00 8'-V 50.00 7'-0° 3° 1-0IS' Z USED TO DETERMINE ALLOWABLE SPANS. O - 85.00 7'-c 50.00 9'-0' 3• 1.7IB• 90.00 1-1 50.011 10'-0" 3" 2-3/8' 95.01) 8'a° �" o 70.00 5'-01 3" 1-118" TABLE 2 NOTES: 100.00 61' 70.00 7'-0" 3' 1.1/2° 105.00 6-1' Ham+ 70.00 9'-0° 3' 1_USE REQUIRED POSITIVE DESIGN LOAD TO DETERMINE w 110.00 5'S"2.1/4" MINIMUM STORM SHUTTER SEPARATION FROM GLASS. LLJ Ln 70.00 10'-0" 3" 3' 115.00 5-6• o 90.00 51-0° 3' 1-18, 120.00 V 4' lly 90.00 6'-0" 3• 1-31V 125.00 5'-11 99.00 T-0' 3" 1-112' 1 130.00 S-0 120.00 Y-0' 3' 1-1/4' 135.00 5'-0• 120.00 51-0° 3' 1-1/4' 140.00 51-01 0 145.D0 S-0° IL 11/! 150.00 S-0° �� O 18D.00 4'V !U�.......... 170.00 4'-5' '� 180.00 4'-2' r� 190.00 4'-f/ M 200.00 31-9' - 1 v oOurrR-tr,r;rltD �i y OF �� n_<cornplyinp,ivi!h the k'lorida BuildiaR Code .y �111 mll\ .BAmp•ancc 4i -p .Cg PRODUCPREVISED ¢tnv, Z ]CFE tq+' 'cn Dave as complying with Etn F.midn C,p 3 S= h Z ZL Baildipg Cod: 0 p V � �Y Acapl!t.No - O . P.*i+vioaD 7 DWG# 13y AMF002 Mi 1 n nt:ol SHEET: OF 22)OR 1 1/4•�� FASTENERS O IV O.C.FOR DESIGN LAMS LESS THAN OR EQUAL TO 110 PS.F. RICAN META ETDSITNG CONCRETE DDE9GN LDAD�GRREATER FABRICATORS,INC.FASTENERS 0 12'O.C.FOR HOLLOW BLACK OR THAN 110 PSF. DESIGN LOADS LESS THAN WOOD FRAYING TYP. (ME ANCHOR SCHED. =I SSN strut OR EQUAL TO I10 PSF.k FOR ANY ACCEPTABLE ANCHOR) M.nP°°4hd FL3H07 O e•D.C.FOR DESIGI LOADS PH:Is°]Ps "9 ALUMINIUM ALLOY MOLE GREATER THAN 110 P.S.F. OPTIONAL LEG DIRECTION r1 FAX:(Ssl)n uw CLOSURE PIECE (SEE ANCHOR SCHE0. I 1•X 2.X X ANCHOR0.125•MIN. AUK.TO FOR ANY ACCEPTASLE ANCHOR) A rd m m V S. %0.126'MA%. MAY�'I Z m y^ 2'MIN. at Lj $ HOLLOW BLOCK OH EMBED. Ix �4>R m 20 OR 1 WOOD W BLOC TYP. 1 - _ a 2•MIN.+ ALUMINUM ALLOY MOLE <_ Cc EMBED. CLOSUR1'X2•EX PIECE' 12S'Ma TO , m W n O TRAP OUNT CLOSURE SECTION D m z Q m BUILD-OUT MOUNT CLOSURE SECTION x X 6 X o.1zs MAX. G -,,.,, ¢ Q w 9 Z O1'� G 111 D H r p W ,,gg��-L1 m Ci d 'e m i 2O OLu R MAY Z/—E-XISnnNII OW 43 I/,v MAY m1/4 s Z sTEELDOLrOa WNNUT O 24' .C.(1Y(2)ORO F--I z EX ISTING CONCRETE,HOLLOW H F BLOCK OR WOOD FRAMING.IYP. ® WALL MOUNTCLOSURE SECTION, O TYPICAL CORNER COUSURE PLAN W LLuu ° Q[ a ¢s�nmplyntc.vrth The FIO7Sd& Tsultdi;:�Cndc Acccptencc No 1,7_p O 2Q OR 1 EnmNc "Do lA1F// E)GSTING DAY WINDOW Uy ` 20 OAOE STEEL BENT SfivoiD `�V•••.•• •.•••J7jL��iG PLATE OR 2-%2-X 1/8• $ 6063—TIS AWN.ALLOY 20 CAGE STEEL BENT Yv Go BENT PLATE PLATE OR 2'X 2'%1/6• 11 6063—TG ALUM.ALLOY lT— S SENT PLATE — 1/4-zD aAD6F55 r OVERLAP 20 OR 1 . STEEL BOLT&wING— NUT O 24•D.C.mp-) 1•OVERLAP -••• 2 STEEL �uwwo— *P ���� NUT O 24'O.F(TI'P.) T 1'r MAX 14'. ^' m asemO7L•ry'�g•wiL']fheS7a1'iti:1 O•o $ v 2 y Z s tv 8,2 e O aaxPlunco N0 TYP�C L� CORNER COUSURE PLAN TYPICAL CORNER COUSURE PLAN eyri - � DWG#:Y' � / AMF002 ro acta.nemi SHEET: 3 OF 5