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HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADS 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.1!ov/economv American Metal Fabrications,Inc. dba AMF Building Products 150153 d Street Mangonia 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 APPROVAL DOCUMENT: Drawing No. AMF002,titled"0.063"Aluminum Storm Panel", sheets 1 through 5 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 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#17-0118.08 and consists of this page 1, evidence submitted pages E-1, E-2,E-3,E-4& E-5 as Well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar,P.E.,M.S. NOA No. 18-0516.07 MIAMI•DADE COUNTY ���~ Expiration Date: 04/18/2022 Approval Date: 06/14/2018 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, Ponza Corporation, .063"Aluminum Storm Panel Drawing, Sheet I 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 ft-om QC Metallurgical, Inc., OCMJob No. 6BM--410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations,pages I 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 AI Purino stating that all documents are unchanged copies of 0.063"Aluminum Storrn Parcel submittals, Acceptance No. 95-0717.06. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 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, titles! " 0.063"Aluminum Storm Panel ", sheets I through S of 5,prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by.I. 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. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 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 1Vo. 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 92 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 L 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. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0809.04 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. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-3 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 15-1207.04 A. DRAWINGS 1. Drawing No. AMF002, titled " 0.063"Aluminum Storm Panel ", sheets I through 5 of 5,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 1 through 23 of 23, ,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. E. MATERIAL CERTIFICATIONS 1. None. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 17-0118.08 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE .1- By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-4 American Metal Fabrications, Inc. dba AMF BuildinLy Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of Compliance to Florida Building Code, 2017 Edition,prepared by Building Drops, Inc., dated August 21, 2017, signed and sealed by Hermes F. Norero, P.E. &__Y� X-) elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-5 LABEL LABEL LOCATION t-1.07' 1.87" to ON 1.87- � ^Y'� f.FNFRAI Np1F5 ` + 1. THESE PRODUCT EVALUATION DOCUMENTS RFPR6T7Ri A LARGE MISSILE IMPACT PROTECTIVE 1.3fi9' M 1' 1.5' 1.369" 1.S• 2' [caws SHUTTER STSTE, ANALYZED T THE PROVmON SET FOR THE ISSUANCE OF A NOTICE OF � See Nole� Bea Nolo ACCEPTANCE(NO4]BY MIAMI-DAGE COUNTY PRODUCT CONTROL SECTION FOR THE HIGH �i0 p10 AMERICAN METAL VEIDCTTY HURRICANE ZONE(HVHZ)OF THE 5TH EDITION FLORIDA SO-DING COOS. I I I I-� r FABRICATORS,INC. }-.-{I--�1.518" 1.118" 1518' 1.51 B. ISlB' 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PROOL'CT. 3-- WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD SCREW DESIGN. 12.00'PANEL COVERAGE 6'PANEL COVERAGE NUnynfi ran.Tn3nm "L(noso , 3. DEROMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING Ti6E 15.37" 9.31 D" [Ac Onl7vawo DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS N ACCORDANCE WITH ASCE 7-10 A PIRECnONALIIY OF Kd O FULL ALUMINUM STORM PANEL O HALF ALUMINUM STORM PANEL w I O.ES SHALL BE USED. 1 hT•1.0 a' SCJc:Te1'-0• Z m 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION a U Q FOR SITE SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. Z 2.251' 2251' 3S' Ry ti $ e 5. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED .158' R.25' .172' R25" R.25' R25' _ r R.25' L�m J CONTRACTOR,PRDFESSIONAL'ENGINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO ,172' iT'P 2251 / N O 2 HA- it BE APPLIED BY THE COKI RACTOR PROVIDED THE CONTRACTOR DOES NOT OEVMTE FROM / O THE CONDITIONS DETAILED HEREIN AND THE CONTRACTCR VERIFIES THAT THE EKISTNG r � Z A_'V STRUCTURE DOES NOT DEVUTE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL • _ JUSUBSTRATES DETAILED HEREIN.CONTRACTOR SHALL VERIFY EXISTING STRLICTUR"c CANWITHSTAND SUPERIMPOSED LOAD OF SHUTTER. rrZ'C 6. ANY NOOIFlGTIONS oft AODIITONS TO THF3E PROOUCT EVN.WnON OOCUYFNTS WILL YOIO I I m 1,257 Ui n p ZTRE PRODIKT EVALUATION DOCUNERIS. I L L lL f U9 W 1 f Z7. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS,THE2G1W� n BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. 2.24' 224 2.24' 2.24' A)REQUIRE TUT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED Ci BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION.SAID DOCUMENTS SHALL BE SUBMITTED TO THE PROD'UC-ENGINEER FDR 'h"HEADER Heavy{'h"Header HEAVY"h"HEADER 'U"HEADER HEAVY"U"HEADER REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. • O s...I•.r O. s-'+:3'=1'-0' O s,.e"._•Iu O S.AIo:3"•1'a' f 8)REQUIRE THAT A ONE THE 511E SPECIFIC APPROVAL DE APPLIED FOR AND SECLRED FlROM THE LGAM-WE COUNTY PRODUCT CONTROL SECTION. T WHEN THE STE CONDITIONING DEVIATIONS OCCUR W11FON THE HIGH VELOCITY HURRICANE .RN-093• m ZONE AREAS ONLY OPTION'B'SHALL BE ACCEPTED 13Y THE BUILDING OFFICIAL 'I TTP ,^ 98B^ 0275' S• 8 Iv/ 8. PRODUCT MARKINGS SHALL BE WITHIN 12'OF ONE END OF THE PANEL WITH A MINIMUM .313' .104' 275' 1/4 20 MACHINE OF ONE MARKING PER PANEL AND SHOULD BE PERMANENTLY LABELED AS FOLLOWS. ,44" STUD 4 6' T--- 1' OR 12'O.C. AMF BUILDING PRODUCTS - 1 'ESB- I 7 .125' O Wc3'f PAW BEACH,FLORIDA 1J78'.931' 2' 7YP Z MLkMI-OAOE COUNTY PRODUCT APPROVED 929' H O 9. STORM PANELS SHALL BE.DG3'THICK 3004-H34 ALUMINUM ALLOY WITH A MN.Fy- •07'�I IZ5• .093' I TH-i 25,0 KSI OR 5052-1132 ALUMINUM ALLOY WITH A MIN.Fy=23.0 KSL }-.B8'� J 7YP L 8 �� H .138' 2"MN Ix\ 10.ALL EXTRUSIONS SHALL BE 6063-TES ALUMINUM ALLOY,U.O.N. 41,/4-20 MACHINE SCREW `- 5'MAX. / O It,ALL BOLTS AND WASHERS SHALL BE CALVMBZED OR STARLESS STFLl WITH A MINIMVM Nu1611AL tM1Ac6 ALO' WITH 7/16'HEX HEAD 2' LL] V) TENSILE STRENGTH OF 60 K.SI U.O.N. O WASHERED WING NUT O KEY HOLE WASHER O "F"TRACK O STUD ANGLE O BUILD OUT ANGLE [Y o 8 ..ac,w.FSIz6 9 amc.wuFa� lU 12 sdle:a'=ro' 12.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.PANELS NAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 13.THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DMENSIONS AT THE JOB 9M BEFORE COMMENCING WITH THE WORK. WIDTH UNLIMITED WIDTH UNLIMITED ♦,Q11 If (!! YA. �(PETPf0R01CULM TO PANEL SPAN) 'APPROVED HEPDEfl (PERPENDICULAR TO PANEL SPAN) BANISH MAY 1 .,,'• :=' i BE MOUNTED ♦ L �i t- HORQONEAIL`_, 1 I 1.Y n_:i' x�.NI::I C� ,'4F.•:7 �•._UiF31(ar 1 :niyi�B x'i:lT;he F1'u�3x •_ :� M,,s^T�adg3e� i EX"i �a PR SIN ,D Z MX f FA20DU V1.P.EVISED yioE Cnmpl8 will LNC FiG:]N,� `D 3. U Hn Z aDaa g c o o marc xo>-20 ,o¢ DWG#: TYP ELEVATION "-APPROVED SILL TYP ELEVATION_ DLA AMF002 all,nnlo! SHEET: 1 OF 5 ! I { C4 CONNECTION TYPE C5 CONNECTION TYPE EDGE p IXISTINC CONCRETE EMBED, REFERENCE ANCHOR REFERENCE ANCHOR EXISTING CONCRETE HOLLOW BLOCK OR SCHEDULE FOR LWT. SCHEDULE FOR MAY HOLLOW BLOCK OR I°y,illj WDOD FRAMING.SEE SPACING WOOD FRAMING.SEE EMBED. C7 CONNECTION TYPEm� ANCHOR SCHEDULE BASED SPACING EXISTING CONCRETE, EO. E0. ANCHOR SCHEDULE.BASED REFERENCE ANCHOR ON TYPE OF STRUCTURE 'rr ,--OTR® /-�Ofl� WOOD BLOCK OR ON TYPE OF SRtUCillRE SCHEDULE FOR MA7L (TYP.TOP kBOTTOM.) / _ a5' / ANCHOR 5 NFD LE BASED CLYP•TOP h BOTTOM.) svACIHc AMERICAN METAL s" iLATL ON/]TyYpPE OF.sRUCTURE. FABRICATORS,INC. EDGE M.TOP&BOTTOM.) EMBED. Y ° sSre seer. DIST AX ' i t M.nHcnb Bark,H3349] J_ - .25'MA%. i ISpll]�03i99 1.•i!W E°. f CISIII]9n21]➢ "il•`.ti` EDGE E0. ORO DIST. Z r, S S II( _ BISee Z Z P PBLE a Tebl.a FOR MIN. 7 T Por MIN. � c 3F? O U7 m M cFROM lassB Fri, M AeiE 2h8 N y O x If o Cl... -Hu FOR N. �H -' ���, EXSTING GLAZING m = 'b. ,F�v' ;� FROM t Z U V, m-c CLASSR;a ~ m Z<�.Im E USTING � u j H Z¢ m EDGE GlAZWO ^FTi"vr�`_' < > UJ p< a Cls-T. L +. :-EflsL d a C5 a @+m 0 Cl CONNECTION TYPE .25" EMBED, CONNECTION TYPE EMBED. REFERENCE ANCHOR MAX. Ep, -p, REFERENCE ANCHOR W SCHEDULE FOR MAIL C5 CONNEC'RCN T!PE SCH(SVI.E EJP.MAC.SPACING REFERENCE ANCHOR SPACING EMBED. SCHEDULE FOR MAX SPACING EDGE DIST. n6 WALL MOUNT SECTIONn CRAP MOUNT SECTION © WALL MOUNT SECTION m _ CTION E TYPz �B�' REFERC4 CONNEENCE ANCHOR EMBED. DO CONNECTION TYPE j C) SCHEDULE FOR MAX. RrENE ANCHOR v, F- SPACING Cl CONNECTIONREFEREN E ANCHO 33 SPACINGS FOR MAX. EXISTING CONCRETE ='. SCHEDULE FOR MAX, i� p SPACINGly HOLLOW BLOCK OR :!I` SPACING WCOD FRAMING.SEE tia EO.t E0. ANCHOR SCHEDULE.BASED MAK EXISTING CONCRETE N ON TYPE OF STRUCTURE HOLLOW BLOCK E LL (TYR.TOP h BOTTOM.) E WOOD FRAMING.SEE DANCHO IST R SCHEDULE BASED ON TYPE OF STRUCTURE DIS°ET, M (TYP,TOP h BOTTOM.) __.,,ryr z yr OPTIONAL LEG DIRECTION p BLE TAB E 2 3 FOS FPR MIN. 4 YFCL+I'CT she Fl;::,v;: FRGN CLASS -lin EXISTINGEXISRnNG 'eLi'2-,:::rTG11_O LGL 08 ':v g•aFig Y GLAZING IT °'-,ZING li 1 ,n Iiai.Q -M_EDGE � DrWT. _ +• l EDGE Cl CONNECTION TYPE / :, .�a J '. .• ,y ....yy� Gj��� REFERENCE CHO ANR ( MAX. C2 CONNECTION TYPE 7' ....` L ;�CL�.O l SCHEDULE FOR LMJI. ". o Y.. . SPACING REFERENCE ANCHOR SCHEDULE FOR MAX. / ,i :+ IlI �t` Ill SPACING r..; f' +- ?RODUCT REVISED {w-n Z �V) E]IBEO.`• EMBED. / Ili Co�pl lc�-m.11:LY_YFbAd_ _= N Z B.lar.B Coto p V OBUILD-OUT MOUNT SECTION -0aY .mw e ° DWG#: D sa•.a'•+b' OApT:BUILDUTMOUNTSECTION a / AMF002 SHEET: 2 OF 5 Q OR 1 FASTENERS O 12'O.C.FOR Cmo6vhrt MAY. DESIGN LOADS LESS THAN OR EOLAL TO 110 PS.F. &O e•D.C.FOR AMERICAN METAL EZISTTNc CONCRETE, DESIGN LOADS GREATER FABRICATORS,INC. IG STENERS O 12.O.C.FOR HOLLOW BLOCK OR THAN 110 PST. ESIGN LOADS LESS THAN W00D FRAMING M. (SEE ANCHOR SCHm. 15a151N ivett R EOUAL TO 110 P.S.F.& FOR ANY ACCEPTABLE ANCHOR) H��ee�la.,k,R—A•—I B•D.0 FOR DESIGN LOADS 1/4' H.p.p—.. ALUMINUM ALLOY ANGLEREATER THAN 110 PS.F. OPTIONAL LEG DIRECTION MIJL CLOSURE PIECEEE ANCHOR SCHm. 3•1•X 2•X 0.125'MIN.TOR ANY ACCEPTABLE ANCHOR) AY 2•X S•X 0.125•MAXM2•MIN.EXISTING CONCRETE, ED. HOLLOW OO LDD FWRAMINcxOR 7YP.. -- Q OR 1 g C)= ;< !Z•MIN. II ALUMINUM ALLOY ANGL W W LL EMBED. CLOSURE PIECE: TRAP MOUNT CLOSURE SECTION vii m Z m 1•X 2•X 0,125•MEN.TO qq O BUILD-OUT MOUNT CLOSURE SECTION 2•X s x o.tz9 MAX, © I,;3.=,.a ¢ G w ¢z Ocala - W - a H D Q Z)w x ,p W mm o CL rmi C Q OR 1 C IXISTING WINDOW 1/4• m i/4•� _ MAN. MAX. ..:'•. r�'T 1/4-20 L SFAIM FGC _ � -1 vJ, Sm BOLT&WING- I _T-7f1C•C f NUT O 24.O.C.(TTP.) r 7_ '-Lc"C•? Q OR Q � / /�, z .L '� o OW BOmCXL+OR ON MWING,M. ✓ H O WALL MOUNT CLOSURE SECTION Q TYPICAL CORNER COUSURE PLAN LU w fimle:3'=1'-0' N Q a'�nni•::a,u rorle U>r:FIO:iE,v Q OR 1 EXISTING WINDOW EXISTING BAY WINDOW Sfi FDmF: �lhA�' ��i �ti/i 20 GAGE STETi BEM _ ' '••• PLATE OR 2•X 2•X 1/8 20 GALE STEEL BERT O CD 6063-"S ALUM.ALLOY PLATE OR 2•X 2•X 1/e' f\ oc'I BEM PLAN 6063 T6 ALUM.ALLOY -kgs BENT PLATE = * $ 1/4-20 STAINLESS Q OR 1 1.OVERLAP ..•1 ria }. S7EEL BOLT&WING- I"OVERLAP � qmoi` NUT O 24.O.C.(M.) ���/ ••* PRv \\8 g 1/4-20 STAINLESS STEEL BOLT&WiNG- NUT O 24.O.C. 4'MAx 4,MAX PRODUCT R,MSED ¢N Z Y W <)"" =S u Z t vh LL:^antY,aT eo 0 V N modeaa a r,z o AcxPTn,ce i3D O�P(�L CORNER COUSURE PLAN Q�PD W6#�:ICAL CORNER COUSURE PLAN ''� h AMF002 {3v A i Frrc:uct�nDGcl SHEET: 3 OF 5 ANCHORSCHEDULE ANCHOR SCHEDULE FASTEN[ANA%:Mt]MSPAONG IN[4E51 REQUIRED FOR VAR IDUS ESIEN LOAM AND SPANS 211-5 FASTENER MAMMUM SPACING INCHES RE UIRED FOR VARIOUS DESIGN LOADS AND S^ANS LOAD ,3EDGE DISTANCEMIN.VEDGE DISTANCE SPAP.S'JP TO SPANS VP TD SPANS UP TDMIN.3"EDGE DISTANCE (Yl� LOAD 5b" S. SPANS UP TO SPANSUPTO SPANSU)TO SPANS LIP TO SPANS UP TO SPANS UP TO �< PS.F.M ANCNORTYPE (SEE NOTE II SEE NOTE] (SEE NDTE3 8'-8' 10'-0' S'-0' e'-e' 30'-O' MA%. G P.S.F. f^ CONNECDON iI'PE COIJNECDDY TYPE WlINELTIDN TI'PE AMERICAN METAL ANCHORTYPE MAX. (SEENOTEI) IS ISEE NOTE II SEENOTEl (SEENOTES (SEENOTEl) (SEEM NOTES) SEENOTE3 ISEmTEX CONNECTIONTYPE CONNECTION TYPE CONNECTION TYPE CONNECTIONTYPE CONNECOONTYPE CONNECTIONTYPE NOTCI ES) C3 O FABRICATORS,INC. Q [4 Q Q O C4 CS Cl C2 C3 C4 C5 (SEE lsmslA 3[meI N07E]) SEE NOTES SE-c NOTE S) (SEEIJOTE 3) (SEE NOTE 3) SEE NOTES (SEEN E3) 2'69N. 62 1] ]I 12 ullD ti Ll 3i ii 9 :: u ]I 31 3 MaDE4"la Park 4334D] Cl C2 C3 C4 L5 C C21 C3IC41CSIaIC2I C3 C4f CS CII CZI 0 1 C6 CS Cl I C21 C31 C41 C5 Cl C2C3 C4 cs )] v 13 it ]i u 4 ss 12 ss SD 1 rix lsS:IMcsTl9 63 11 12 1i :3 13 12 U1221.21 9 1121121 it 10 7 111:] 13 13 33 11 122 12 23 10 32 117 11 211 9 lfa'Oa MN 01:0[v]IYOx 1 NE•19611]Op233D �9s6fsIµµry5alIY1�sxS�� W.Y[/+•vaXDN¢M.LHAa 1 '2111 12 ) tl Z li ]0 • 11 >I :,1 9 1 V1M5P1k1,1'� ]} 13 it It:1 17112, 12 121221.0 J I] 31 /: ] 6 13 3] Il 13 :: IS 33 13 11 9 33 12 31 B 7 MI<Ml14 DR r[9MNDIOIUR 13 1 13 13 I3 9 < IS IS Il 5 a J 83 12 ]2 li 11 11 a 1i i] ] 6 :3 10 9 fi 6 I] 13 1x I1 u :Z 13 lI 8 ] .Z Il ]0 ] 7 )pwms'e`ry 120 1] 17 :} 1/1•DDa'TUD3n t4AN 2m 3}Q :2 U < I3 I] c I] 1]113 9 1 p 110 1 31 in 11 8 11 30 9 6 6 2 10 9 6 6 13 it :1 ii 9 11 IL 10 ) ) 11 1] 10 ] ] MN Q 13 13 L 12 4'9 9 9 11 •y ) ) ) 1 W V •}' dA 1-l/<-N.!x.FMOme4fM N[ MN.3191 r9 On ]00 3 1 3 9 6 6 1Z D 9 6 6 S2 11 10 7 7 12 11 10 7 ] 1). 11 10 7 ) 0 n 1} } 2 ,(�) ) 5 a �' 6 a-g s'l' -) Z O * sx ;t�- ff 'S ;Tpz a 3z 12 ss 1: I3 1z 11 it a u u ss a 7 O ]X�ewpm alnxxcs wRx Tia• 6z 7 H j P IE n 3 +3 3,,.)F •..t 5_.-'. O MSTE4NWpi N[SHSWm oMNtEs9 61 ]3 ]3 31 1 6 -9,1 ? 11 13 11 13 32 :3 12 33 A ] 33 9 0 5 6 SrM1[M RI[rIX[DMaE4 6 '� Q 1/4•GFlCO HYLFJfEMAIEYAN4 83 �, 12 12 I3 12 11 :2 9 8 5 6 12 n ] a 6 NSTA S¢I 100 6 r _ .mac 11: tD a¢Y M1fA]E"W/1l/1 M N.EMBm.A 330 ;tr If_•*;:t• ."1, v Fel N C y i�'R 13 12 12 9 > 12 a J .Z 8 ) a 6 * E] :S 11 11 13 :0 ] ] 6 Z K W 3/Ho MRDiI.Xf SOiEW W TH NUI ` - - xoo ty 33 0 ) a 6 I3 e ] < E -.1 0 ] 1 6 Ty ]1 :1 u u ]: 1 :] 32 u ] s 13 a ] s < T DO Z¢m g� X.s DoON mXCP 62 ]2 12 v IZ 3Z :1 12 12 12 0 12 1Z']Z 9 ) 32 SZ li )I li a 11 1} 11 9 :] 12 12 9 8 Na•0¢m rcwlf/Stm•It Y0.Nel A! Il I3 13 li a R ) 5 a 10 ) 6 I1 0 Z¢ ry W W y� aMT[•w/Y)/Y mN.Ease[D.6 11D S) 11 :1 > 5 1D J 6 � ZQ W -t Q H :Clr ]3 13 It :1 13 11 :1 13 31 9 ) 11 11 lU 6 6 12 32 :2 1] 13 11 L2 it 9 8 fI 11 10 6 7 31—�X011N[sn—M'IM hu a' N )Z '� U a3 13 11 it 12 10 :3 11 SD 6 6 33 9 b 5 5 lx 12 .Z 11 11 1] 11 10 6 ] 31 9 8 5 6 IMM.D.SS S.G. SOD iD ) 6)1 a 10 ] 6 a < ]0 ] 6 < < W = C m Z 1/4.0flroU4 rmW[IN 5x0 12 11 12 .n ) 12 9 S. 5 5 It 9 8 5 5 13 I3 lx S} 8 lx 9 0 5 6 11 9 0 5 6 A�•{CHOR NOTES: o W no 0 I-3/4`MIN.--ITEM a ��--55� c U IN4.v.3siDs mnmern IS 9 E s s 11 s a s R ]] 9 5 12 9 e 5 6 3I 9 a s 6 :z s a s G L SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 2nD izI:: 33 u J 9 9 s ] < 6 s e 4 3 v u lz Sl I : 12 1x u G 13 a11: fi s ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED s. - :- 3 ! s = -:•.• 7 < TO THOSE SHOWN IN TABLE 1. W 71 11 1. 12 11 C 8 8 ] 4 + > 5 G 3 3 u':2 5 )- 2. ENTER ANCHOR SCHEC'JLE BASED ON THE EXISTING'STRUCTURE MAiERLAL, U it 12 11 12 5 T 5 a 3 3 4 a gag'�'; 3 32 12 S] u b u 0 I] a s 101 6 G 4 a ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER ::iAN o rs7NEP]1AM40WIA5 8 R 0 s < ] a `I 3 ) < 4 iS ] 31 13 '3 ] 6 1C 6 < a l0 6 6 4 a OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN [61BfNMEM :]0 4 n IRIIN.1,152Isl CONC]ET[ 200 ] • • ;C 3 ] a a i 3 T < 4 :'1 3 in 6 6 4 4 l0 6 6 4 a ID 5 6 4 4 GREATER THAN OR EQUAL TO SHUTTER SPAN. m 62 1: 11 a 1,111 3132 u u b 12 11112 8 T 31 13 _z "1 n 5z 5z iI 52 1c lx 52 12 c1 9 3. `-EE I.MUNTING SECTION DETAILS FOR IDENTIFICATION CF CONNECTION TYPE. >x 1x u u ]x 3: a -1 u 0 ) 32 :D 9 6 6 u u .:1 it u t2 15 Iz 5D 9 L, u :: ] e 4-. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (f� I/c DaLL rpWTS SpL-111)" n] 3] 12 1l 12 In 12 ID 9 c 6 11 e ] s s it 33 I2 11 Sz SI It u 7 b ss u -n 6 > REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE ]/a•Mw.1M8m.A3/-DSTAw1Ess 5}0 I3 11 1] a ] 13 0 ) s 3 12 0 J 9 5 11 ]1 12 13 9 11 a aD 6 7 31 11 1D 6 7 OF EXISTING STRUCTURE. Z sTE4 M]rdwzsw4v 5. ANCHORS SHAH BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' /MW.].DDI.Am..aEJx zm Ix e ] s s 1x a ) 5 s ss a ) s s 1z u ao s ] :1 u m 6 7 11 a Io s ] RECOMMENDATIONS. Z 6z 9 9 9 9 a s S 6 , F 4 4 % ,#; 9 9 9 9 4 5 s s -�>< 4 't 4' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR O n 7 7 7 7 1'1 4 < ;tll 1':rb• a1'" 7 ) ) ] 4 4 a 1 - STUCCO. as 6 6Im D1]v]TaPcpxwrtx � iL-1X z ' • a ; 'x r 't ;s _{ �:G SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE r `1` i�fi;.z,+a^�a ? . ? �s m r... iF.3„. SUCH THAT CABLES ARE NOT DAMAGED. (L41 T ?n 1 t I Iz 1Z 11 6• 9 9 9 6 9 a e ] a • B• WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS a LU )1 .l' At )3 3] 32 15 5 8 0 J + 3 J 9 9Y. FIELD VERIFY THAT FASTEJERS ARE INTO ADEQUATE WOOD FRAMING - MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR ,ZtlT _ 1x u ss :I 5 7 5 4 ie”-S' 6 a3 .-'.a '" wt SIDE CLOSURE PIECES.T' 6 < s 6 3 6 < 3 ; 9. WHERE LAG SCREWS, MALE AND FEMALE PANEL MATES FASTEN TO NARROW lmxrmNnrwroASTm c-9m 23o sq,� „, s I I fyti`, 6 aFACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF r c G 3 'F k 1D NOMINAL 2” x 4" (MIN,) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE A\t L I f f) A Z 3,:e .,ti-n -' FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE' 0=0.55 OR t AA 1 O P3 6 a 6 6 r t e I t t'lI t 6 n 6 R r< �.;t8 s.,x L) GREATER DENSITY. LAG SCREWS SHALL HAVE PHILUPS PAN HEAD OR HEX `♦ j U 1/4•P¢m Dlm.4awm[ izo X r-.t 3 .] U•Yy 'yp ; v S' , `>< 3 y• HEAD. �} ]-9A•MA.e6mmmam M/ �, �.y ,,�� ,� ut 55WW URI 4 'S,` 1O.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ENGAGEMENT OF 4i r\� O INDN.9,nD r51 mNPEt 3p0 _ _ �;N •R N v •._ $Ir m / • ••W,O1.� Q Iz 41-5, 7 7 7 5 S 6 6 5 3 3 12 12 12 31 s13 3I u a 5 9 9 8 S + THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSSpnu6 6 s 3 3 s 3 s ==tat:�;,.-u 12 32 I2 ] s 9 e s a 9 s s 9 s HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. R25 3 3 'n�i 5 3 3 }.w ]2 1Z 31 u 6 8 3 5 3 9 ] 5 4 3 9 1 T.MDESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.V4'0M—e].MAcX.R, 12.E DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE Ito65 3 3 5 3 3 R.:su.,�- 9 9 9 5 4 7 a 4 5 3 7 5 a 3 3I.3/c—EMDEnMENT SCREW. NUT OR WASHERED WINGNUT.s 3 s O.Ly s 3 s ,A;r h, ] s < s s > s . 3 ] s a 3 6 13.t+ THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL-EN 6x 12 1x 5x u a u Iz ]z 9 4 11 11 9 s a :1 :z xx 32 to u u u 19 G 17 32 21 6 s EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4". * UYIC-�_L--pN'I ]z 12 iz u u 6 10 20�9 s 4 9 6 G 4 3 :z u 32 12 9 u u w 6 s 1D 7 6 < < 14.POWERS ZAMAC NAIL-IN AND ALL POINTS SOLID SET MASONRY ANCHOR PRO ]/P0ALL I0]Aif S0005ETWTIII 03 1x f2 1} 13 6 9 E 6 + 3 9 5 5 3 3 12 I2 12 31 ] M ] 6 4 4 9 6 3 3 a MAY NOT BE USED IN CONCRETE SLABS OR CEILINGS. )/e•MIN.[MOm.a1/4)O STANl155 ]3D 31 11 11 6 • 9 5 5 s 9 9 5 5 9 3 ]} 12 12 ) 5 9 fi s 9 4 9 6 5 3 4 EXCEPTION: THESE ANCHORS MAY BE USED IN CONCRETE In j: T¢1MyproK30tFW 200 9 5 5 9 3 9 5 5 3 9 5 5 5 3 9 9 6 5 3 9 9 6 5 9 0 9 6 5 3 a SLABS ON GRADE Fri m N lb 7- -sIr) ) i'RODUCT ReviScT.1 N z SG LL -<ANCHOR FROM Y�'nl ^` 'o = u Z ..... ,Llcr A5NE4V O y y )1)1 r �a.. o f 3 = n a P invviJl tF.e F'1x�iA MIN 2x ANCHOR DIAMETER SPACING PER SPACING PER a i)e:ny G✓• o p u r ' Si "j ape MAX. 1 2 ANCHOR SPACING ANCHOR SCHEDULE ANCHOR SCHEDULE SCHED.,TYP. -_ c.c D�cx<:TJo o DW6#: F`47-- 1•, .:.O'j57i$j2c 2.L -<st- cOf.[ •OB / Y.-.p1 s3D Oss�g�/ t u41, J3:- j ZZ ' AMF002 f / e B ALUMINUM L r•��a LQ"-: •..',..., EXTRUSION SHEET: 4 OF 5 i 4.� AMERICAN METAL FABRICATORS,INC. -w dsmd M°�Fd° kjL3 37 Flt(ssaVx. ia%:(Sfili J9a Z J M w c v Hao O N N m m N ¢ N Q w v Z w T t1)mw Z m Z m G 0 H a w a-cZ d MINIMUM STORM PANEL SEPARATION FROM GLASSL' o Lu m w A MINIMUSEP. MINIMUM SEP. A STORM PANEL MAXIMUM o N M Lu L Poscm= pxIMUM FORALL FOR All L SPAN SCHEDULE o d m L DESIGN LOAD' STORM PANEL INSTALLATIONS INSTALLATIONS E LES$TriAN 3' G.REATER HAN c u (L'r1(P5.-� S?AN(FI-ilk AFOJe GRADE 30'ABOVE k-L l'GUF I1G >- INCHESI GRADE INCHES TABLE 1 NOTES: D=SIGNLOAD CONDITIONS 2 30,01) 5'-0' 3" 1" I1 `vr(P.S.F.) 30.00 T-0" 3' 1-1/4" 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND LMAX.(FT-114) NEGATIVE LOADS. m 30,00 9'-0" 3" 1-112" 73.00 6's' 30.00 10'-0" 3" 1-718" 2.FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE 73.00 6'-G (n 50.00 5'-0' 3' 1-118" NEXT HIGHER LOAD. LINEAR INTERPOLATION MAY BE 50.0D 7'-0° 3° 1-3/8' USED TO DETERMINE ALLOWABLE SPANS. 85.00 1'-6' 50.00 91-0° 3° 1-78° 90.00 7'-1' O 1-4 Z 50.01) 10'-0" 3' 2-3/8" 95.00 6'-8' o 70.00 5'4" 3' 1.1/8' TABLE 2 NOTES: 100.00 6'4" H 70.00 7'-0" 3" 1.112" 105M 6'-1' � 70.00 9'-0' 3" 2.114' 1-USE REOUIREO POSITIVE DESIGN LOAD TO DETERMINE 11c'.0o s-9' N 70.00 1C'-0" 3" 1/ 5'MINIMUM STORM SHUTTER SEPARATION FROM GLASS. Cu 115.00 -6" 0 90.00 5'-0" 3' 1-1/S" 120.00 5'-0- 90.00 6'-0" 3° 1-318' 125.00 5-11 90.01) T-0" 3° 130.00 5' 1-112° -0' 120.11 5'-0° 3" 1-114° 135.00 S-0' 120,00 5'6" 3" 1_tlq" 140.00 145.00 5.0' ll 111! .: .'..i... 150.00 5-0" �.a 170.00 4 w '-5' 72,22 180.00 4'-2° .. •._�'- ... 200.00 srl j,,,, +gyp with the i'tori.i2 ,..i 111 m1Z y Ftuildi'c'od! :,Z o, Nn -O pPRODUCI'ILF.VtSED H- ZDB ,p])in8-iLS d'P1C714 iBradingGJd%A"- mree No a DWG#`. E i.- l - P�quJxlioo i1) AMF002 NE Th' i `rte tot SHEET; ' 5 of 5