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HomeMy WebLinkAboutNOA; Aluminium Storm Panels ShutterM IAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA American Metal Fabrications, Inc. dba AMF Building Products 150153d Street Mangonia Park, Florida 33407 File Copy MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 Rg07J - 4hF 75-2599 a e. a onomv ST. L.UCIE COUNTY 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 Np. 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 917-0118.08 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 Helmy A. Makar, P.E., M.S. MIAMIDADECOUNTY /) W"- NOA No. 18-0516.07 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, Poma Corporation, . 063"Aluminum Storm Panel Drawing, Sheet 1 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) Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02116196, .signed and sealed by Christopher G. Tyson, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob No. 6BM.-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages I 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.) 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. 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, titled " 0. 063 "Aluminum Storm Panel ", sheets I through 5 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. ye� A"k-_1 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 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. 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. 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. " g 1pz-,iI4� CYRefimy 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. Arorero, 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 Building 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. e:Aekitny 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 CFNFReI NOTES 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT PROTECTIVE SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MAUI-DADE"COUNTY PRODUCT CONTROL SECTION FOR THE HIGH VELOCITY HURRICANE ZONE (HV1(Z) OF THE SIN EDMON FLORIDA BUILDING CODE 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.0 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 71USE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10 A DIRECTIONALITY OF Kd - US SHILL BE USED. A THEE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR. PR DFESIONAL'ERGINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOE NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT 714E EXISTING STRUCTURE DOE NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN, CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. B. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS. 7. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS. THE BUILDING OFFICIAL MAY EJECT ONE OF THE FOLLOWING OPTIONS. A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEA= By A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE IA OEVDN. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING MS/HER APPROVAL B) REQUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BE APPUED FOR AND SECURED FROM THE MGAI-DADE COUNTY PRODUCT CONTROL SECTION. WHEN THE SITE CONDITIONING DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION •S' SHALL BE ACCEPTED BY THE BUILDING OFFICIAL S. PRODUCE MARKINCS SMALL BE WITHIN 12' OF ONE END OF THE PANEL WITH A UNWUM OF ONE MARKING PER PANEL AND SHOULD BE PERMANENTLY LABELED AS FOLLOWS. AMF BUILDING PRODUCTS 'ESE PALM BEACH, FLORIDA MOMI-OAOE COUNTY PRODUCT APPROVED 9. STORM PANELS SWILL BE .DSY THICK. 3004-1134 ALUMINUM ALLOY WITH A MIN. Fy = 25.0 KSI OR 5052-H32 ALUMINUM ARTY WITH A MIN. Fy-23.0 KSL 10. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 11. ALL BOLTS AND WASHES SLUE. BE GALVANIZED OR STAINLESS SLEET. WITH A MINIMUM TENSILE STRENGTH OF SO K.S.I U.D.N. 12. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE 13. THE PERMIT NIXDER SHALL VERIFY THE ADEQUACY OF THE EXISTING SINUCNRE TO SUSTAIN VERIFY A N THE NEW SUPERIMPOSED LOADS AND TO VERIL DIMENSIONS AT THE JOB SITE, BEFORE COMMENCING WITH THE WORIC Pii:;D• : �T iR::`: is LSD c. wnply ^._ rH+h B;e FIr•Ak; 07 Gs?imiiO^ CTIe Ql2 o Zy LABEL LOCATION f-1.B7' 1.87• 1.359, IV 2• 1: r } _1 Sx Nete� i--I 1)TO T.51 B' 1.11fi• 1518• ,ZOO' PANEL COVERAGE 15.37' O FULL ALUMINUM STORM PANEL 2.251•2.751' .156' R.25' .172' A.25' U-221le- IL L.-.�202.24' O"h@HEADER' ®Hma��h"Header LABEL LOCATION, rl.87--t 1.368• 1.5 2' �. see Notre QUO 1.518' IS18• Lp 5• PANEL COVERAGE 9'10• O HALFALUMINUM STORM PANEL 35' 5R,15' R.26' R.25' .172' �225, {-2.251' t72,17 09' LI¢�� LII�. 1-224' 1-2.24's IL F-224' O HEAVY W HEADER © "U" HEADER O HEAV Y"U" HE -1 AMERICA METAL X, FABRICATORS, INC. ASet sAb sual Nanbon>Park,TL33AW � ' FH:RbU79o?:Rss FAi IsaHT9oazR 093• ' .9BB•�• 0275' .37• 8 TP J13' .194' 95' 1 4 200 MACHINE 44 T--� Z I .66 OR 12' OO. ta7s'.932• y2e. 2•A j� ttP E-{ Z � .093' II II .25'L/ i•.Ba''i' o.fi' .138'L 7YP a 27 UDR H 1/4-20 MACHINE 5CRIEW I I 5• MAX. V MA78NIAL•LVAAC an1tDY WITH 7/16' HEX HEAD F-2'--F UJ 'n ® WASHHERED WING NUT O KEY HOLE WASHER ID "FF" TRARCK 11 STUD UD ANGLE O BUILD OUT ANGLE Q[ a WIDTH UNL09TED HEADER {---(PERPENDICULAR TT) PANEL SPAN) BERELS MAY MOUNTED HORIZONTALLY \ •L /Z• ♦ �y ... L• i u u , �°�'F�•^�••v�..'n'l, n^pFC:CT CEc:FVAFC us CO'Iplyirg with Lha Fl-ft F.MTIirlicn vew� Z2- b �� Pad PLOT ,\\\ IN PRODUCT N1iV)SFD �.M Z J = v Z cIdi' ng Wilt lha F.gi:ia o �. = R» SIlifding COdd O DWG#: 11F.L� .-eo=wlfD J�• - Zo .,"T BILL P E`EV- "T'°"- 1 AMF002 Uc: anv01 SHEET. 'j OF 5 DUSTNC CDNCRETE, EMBED. C4 CONNECTION TYPE REFERENCE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR MAIL WOOD FRAMING. SEE SPACING ANCHOR SCHEDULE BASED ULF' CTURE ON TYPE OF STIU ' 0RO ORO (EYP. TOP & BOTTOM.) .25• 5 MAX EDGE GIST. L S SEE s$� POLE 2 3h� FOR MIN. SEP.FROM CLASS EXISIING - GLAZING EDGE DIST.I- r CT • • CONNECTION TPE- RERENCE ANCHOR EF TINTED_ .25' MAX. SCHEDULE FOR MAL , SPACING ® WALL MOUNT SECTION EMBED, C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EDGSTING CONCRETE, : HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE BASED 25' r MAX, ON TYPE OF STRUCTURE. EDGE (TYP. TOP & BOTTOM) .Na ..•v'. � Ij TABLE 2 $� FOR MIN. FROM 3 Gus Sm . GLAZING GLAZ ING EDGE 1 O ST. — Cl CONNECTION TYPE a REFERENCE ANCHOR SCHEDULE FOR 9V MAX. SPACING FMBEO. ` 0 BUILD OUT MOUNT SECTION ON TYPE OF STRUCTURE SPACING (TYP. TOP & BOTTOM.) 0 .25r MAX. EO EDGE DIST. L _ 5 =� SEE PHLE2n8 FOR MIN. SEP GLASS TRAP ® TRAP MOUNT SECTION EMBED. C7 CONNECTION ME R'PERE7lCE ANCHOR Ct CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR �' SPACINO SCHEDULE FOR MAX. SPACING 01 t ED. EXISTING CONCRE$ HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE Balm ON TYPE OF STRUCTURE p15T, • M (TYP. TOP & BOTTOM.) :;,;.•H..:.w.kti'='• © WAIL MOUNT SECTION © WAIL MOUNT SECTION AMERICA METAL FABRICATORS, INC. Msais,.asveet MFp ft 50 R3949F Pit 196DT1WR99 FAz IsmR9O2un n Z z 2 U i 2 Oc O n M> m m n m n 1Z1yy u H l mw m H QED cs W J m Z m aa¢ W m w .• i D W ,�T m TF11Q m �nj 1I OFNONAL LEG DIRECTION O T 11 L�- PROVU^T REFt-;. :.. :O (C(j0 6uilcina Lolding nx,4i.:, the Flcsidr. , J� t:Fn:e pOSTRFC Acccpteice ND(Z—D .p8 = .' Fi^ •-� 4z < GLAZING IR T E aD LYAtaQ,� 22 2 a'F -,I'm o ,:=call rF. :Lss=Ll C2 CONNETTION TYPE 1• P,:�_� 7 '�iy RffERE10E ANCHOR /O / "7"L SCHEDULE FOR MAX. - J CL SPACINGLL F T TCOT%L'CI'R:.ViYED h N Y ENBm. n9 raapi JLng 111D; LP_ IIOAJ_ O 0 T Z A� "kb�� 4o]�y DWG #: ALT BUILD-OIJT MOUNT SECTION E*-Dzft l;y AMF002 Q otA=,•9 sHEET: 2 OF 5 V Q2 OR 1/4' MAX. 0 12' D.C. FOR HOU SIGN LOADS LESS MR WOOD R EQUAL TO I10 PSF. X 8' D.C. FORDESIGN LOADS ALUMINUM ALLOY ANGLEEATER THAN Ila PSF. CLOSURE PIECEEE ANCHOR SCHm.I' X 2' X OA 25' MIN. TOR 10",STENERS ANY ACCEPTAiIE ANCHOR) Z' X5'% q.125' MAX. 2' EXISTING CONCRETE,S• HOLLOW BLOCK OR WOOD FRAMING TYP. 2' MUL O BUILD OUT MOUNT CLOSURE SECTION 1/4' MA MA%. QORQ CONCRETE HOLLOW BLOCK BIDG( OR WOOD FRAMING, IYP. ® WALL MOUNT CLOSURE SECTION 2Q OR 1 DOSNNG %XDGw 20 GAGE STEEL BENT PLATE OR 0 % 2' X 1/e' 6063-TS ALUM. ALLOT SENT W PE 1/4-20 STAINLPSS SIFft SDLT I" OVERLAP H. o x4' a0. (TYPJ I I ® TYPIC ,s CORNER COUSURE PLAN 0 O.C. FASTENERS 12' FOR DESIGN LOADS LESS THAN p�gl,lD OR EQUAL TO I10 PS.F. —Nk 0 r O.C. FOR AMERICAN METAL DESIGN LOADS GREATER THAN 110 P.SF FABRICATORS, INC. uD15lN 5n,tt (SEE ANCHOR SCHEO. FOR ANY ASTABLE ANCHOR ) NfiN:M TVY,.0.93<D) PH: 19uP2D+A99 ^OPTIONAL LED DIRECTION jLUXFACt(fifi]L)90]]lL d m 4 MAX. - I a V � v S Z O 2 OR 1 O 5 yj mm ��z �ALUMINIII ALLOY CLOSURE PIECE ANGLE (U v 1' x 2' x 0.125' mm To O—g�,;� TOUNT CLOSURE SECTION RAP M=„a v� g m Lu J Q V o c a H Z W mmL tli w. LFH-- o i 0=T m a LU a OR 1 GN DSTWWINDOW m SC hUWIlI :Ss Poet STrc•' �` g^ -L `�t: tl•':.'�. _i: 1 0 f ^7 L STEEL BOLT G NUf 0 24' O.C. (TYP.) p ElyH 0 TYPICAL CORNER COUSURE PLAN LU w r, onucrP.;;tNe1;�>n a 10-P1YDI11 ,Wtb UTC FTOTSd3 itui:diog Coa,: rice»Ptence NO F.AT,i nn Dntc..oyy�qq EMMNG BAY WINDOW OV4tTGCL •'• •• 20 GAGE STEEL SENT PLATE OR 2' X 2' % 1/9' 60&T-T6 AWN. ALLOY BEM PLATE '•^s (SEE Q OR 1 OVERLAP '¢Yn NwG- (TYPJ n . 4' AA4L w m m J H PRODUC!'R_%V?$-crJ ¢ N Z n 49 v.SJp7}:'.g WIL4 tEe F7C1'itiil 0 I V = IV) Z BnildiDg Code AcayDOme ND � D WG #: O TY�PICT4�L CORNER COUSURE PLAN 7 M q A t{ C002 �v Tl a rocu« O O! SHEET: 3 0 F 5 m©om©®omomo©000©oomom©omom©noo SPANS UP TO " ,�•., ©0130Mm©m©1300mmoommmmmmmmmommm�o mmmmmmmmmnnmmnnnmmmmmmmmnnmmmoo mmmmmnmmnnnmmnnnmmmmnmmmoommmoo mmmnnnmmnnnmmnnnmmmnnmmmonmmmoo ■■t♦,\60.1@l{1»\I1` ©®®�g���tai�g®pg����7�mmmmmmmm��m��©� �mmmnmm�onmm�man al—+"�«<",»„+����+„�+= ' mmm©mmmm©©a©mmoo©mm©mmm©momm©en' mmmmmmmmmnnmmmnnmmmmmmmmnnmmmeo a mmmmmmmmnnmonnnmmmmmmmmnomnnnn mmmmmomnnnmmnonnmmmmmmunnmmunno mmnnnmmnnnnmonnmmannmmnnnmmnnnn I—IIl— ., mmmmmnnnnonnnonnmmmmmmmmmnmmmnn mmmmmnnnon©o©n©nmmmmmmmmn®moon© ommmmnnnnn©nnn�nmmmmmmnonmm�nnn� mnnnnoonn�nnnn�nmmmn mnnnomnnon mnon�nonn�nonnmm�nnmm�nnmm�nnn :.n®I "ry I Ffia mmmmnmmmnommmmmmmmmmmmmmn mmmmmmmmmnnmmnnnmmmmmmmmmnmmmnn ommmmmmmnnmmunnnmmmmmmmmonmmmnn mmmmnomnnnmmannnmmmmnmmmnnmmmno mmnonmm�nnmm�on©mmmnommmnommmno WPM III MWI_" ioC,»»,,,,»»,,,> mME [ME ME ME a FIN ®M®®®mmmm©nn Bunn nnalim .. --mmn,u»m»mn> ommmm�nnn®m�����mmmmnnnn��r���� .::.. mmmmmnnoo©nonnnnmmmmnmmmnnnoonn ©mmmmnnnnnn©nnu mmmmnnnonnnnnnn monnnn©nn��©nn��mmmmnnnnnnonnnn mnnn�®nnn��n©n��onnnnonn©©o©nnn mmmmmnmmmnnmmn©nmmmmommmmnmmmn© mmmmmnmmnnnnnnn©mmmmnmmmnmm�nnn ommmmnnnnnnnn©nnmmmmomonnnnnnnn mmmmnnnnnnnnnnnnmmmnnnnnnnnnonn nnnnnnnnnnnnnnnnnnnnnnnnnnnnnn NNW ' • . _ '.. •�d=nm� mmmmmnmmmmnmmmmn mmmmmnmmmmnmmmnn mmmmmnmmmnnmmmnn mmmmnnmmmnnmmmnn ommmm�0000�000n� ©mmmm®nonnr�nnn�a go mnnnnonnn®onnnonl logo mnnnalnnnm®nnnng aL;,.,,;,,,x,,,,,,,,,,> 9 bluxxxmU • mmmmommmmmnmmmon mmmmmnmmmnmmunnn mmmmmmm�n©mm�nnn mmmmn©moonmmu000 mmonnnmonnnmonnn �GHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING' STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4-. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE 5_ ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED, 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 9. WHERE LAG SCREWS, MALE AND FEMALE PANEL MATES FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 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 BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILUPS PAN HEAD OR HEX HEAD. 10.1MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 11.-DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12• DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGMlT. 13.;4 THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL -IN EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4 14.POWERS ZAMAC NAIL -IN AND ALL POINTS SOLID SET MASONRY ANCHOR MAY NOT BE USED IN, CONCRETE SLABS OR CEILINGS. EXCEPTION. THESE ANCHORS MAY BE USED IN CONCRETE r— qieac nN rF RAn- a5 tt.n_`'•?•Inp'+%•t� •+`� rt'=ia•' PRODL iCT RDOWED ruldi,. C,�c-,—pivincwilttheFloH19 Acup:�tt::�3 i.$�-oSlb.o"j nni,atas C,;�`1� E%t im'en v.tcOµ!/,jy..(.2•o 2'ZE entance Nnl-t-O •08 Fapi�zlionDate _2 MIN 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING . SPACING PER ANCHOR SCHEDULE SPACING PER ANCHOR SCHEDULE ANCHOR FROM SCHED„TYP. ALUMINUM Aq Mc"ca C>-:rot Bp ro uct ConL-a EXTRUSION E�ODDcrRBVT� s3 commpfvia� xiil: SLC Ftawd. BwIFpgCMa ._ __ _ AMERICAN METAL FABRICATORS, INC. smsva sv.a Man¢eNa Va V 133G� Pli'IS61r19 S� 9 raxlssw3a �o Z � m a Z to m J N �' =LL :lE h K S Z p m m Z�m u p r zH UJ UJ mWo o ce n 0 10 co f�*ld _ "sZ t O p V t VB #: f AMF002 iEET: 4 OF 5 T MINIMUM STORM PANEL SEPARATION FROM GLASS 6 L DESIO N LOAD E •(W)(PSF) STORM PANEL SPAN(FT-IN) MINIMUM SEP. I�JSTgAf A�T10NS ABSSOVEG ADE INCHES MINIMUM SEP. GREALIRARATIOAN GR A OVEN GRADE INCHES 2 30.00 5'-0" 3" 1" 30.00 7'-0' 3" 1-114" 30.00 9'-0" 3" 1-i2" 30,00 10'-01 3" 1.7/8" 50.00 5'-0" 3' 1-1/8" 50.00 7'-W 3' 1-318" 50.00 9'-0' 3' 1-718' 50.00 10'-0" 3" 2-318" ' 70.00 0-0" 3" 1-118" 70.00 T-0" 3" 1.112, 70.00 91-0' 3' 2.1/4' 70.00 10'•0" 3" 3' 90.OD 5'-0° 3' 1-118' 90.00 6'-0" 3' 1-3/8" 90.00 T-0' 3' 1-112" 120.DO 5'-0" 3' 14V4" 120.00 5'-6' 3" 1414" TABLE 1 NOTES: 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NDCT HIGHER LOAD. LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS_ TABLE 2 NOTES: 1. USE REQUIRED POSITIVE DESIGN LOAD TO DETERMINE MINIMUM STORM SHUTTER SEPARATION FROM GLASS. T A B L E 1 - STORM PANEL SPAN SCHEDULE MAXIMUM DESIGN LOAD W(P.S.F.) ALLMOUNTWG CONDITIONS L MAX (FTaM 73,D0 8'-8' 73A0 B'-6' 8D.00 8'-0- 85.00 90.00 95.00 6'-F 100.00 1'4' 105D0 1.4. X-PY cony i3in.; oris.,.,. `•lead:, %'RODUCT RF,NEWBD ¢ mml9ying wi.h the r'torids 13nldiog Code Ac.- ptalce \n -O • OB a AMERICAN METAL FABRICATORS, INC. umxve se<°c Mm�k+Vark, 0.331�) vk pnt>9ans iAL(56U190•13E0 W J m Z � w C V H > m N w V Z w m w [II Z Mm 7 a 0 Z C a 1- _......- OF���` e z V) mz CUQ � Yk F- I'In1iQc Z AM b,crot SHEET: 5 OF 5