Loading...
HomeMy WebLinkAboutNOA; 0.063 (min) Aluminium Storm Panels ShutterREVIEWED FOR MIAMI. ADE CODE COMRLIA .CUJAMI-DADECOUNTY u,�r�e9E®�l�QIIICONTROLSECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESO ( '66�� �Y !!�9 118 5 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION BOCCMiami, Florida 33175-2474 ^ T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE I American Metal Fabrications, Inc. w .miamidade.eov/economy dba AMF Building Products 1501 53rd Street AUG 19 _,N3 Mangonia Park, Florida 33407 ue Copy ST. Lucie County, Permitting A d 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 REk- 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 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, 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. 6.07 MIAMIDADE COUNTY (/� No. 18-051 � Expiration on Date: 04/18/202222 06�/4�Zo/8 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, Ponta 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., QCM,Iob 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 infile 95-071706.) 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. �" W. 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 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by .l. 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. MakE., 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 5, prepared by Knezevich Associates Consulting Engineers, dated Apri110, 2007, last revision #2 dated Apri117, 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 Famil 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 Apri118, 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 1 through 5 of 5, prepared by.Knezevich Associates Consulting Engineers, dated July 10, 201Z 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. C/Helmy A. M., 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 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 B. TESTS 1. None. C. CALCULATIONS 0.063 " Aluminum Storm Panels Calculations, Sheets 1 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. E. MATERIAL CERTIFICATIONS 1. None. S. 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. el�A�r 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. ."� eimy 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 0, MRR I. NGE PRCOLYf EVNIMIfOX E .. BEPIaB.'f A WES Y6WE WP xMIRR.E SN JMEY SlSal l Gla) VON WE PR Otf SET FOR WE 6UW[E OF A NONOE O /CGbfM'BE QQQ BY Y4YFPbE CCIMIY P.RERBET RNINN. RE PN FOR ME xw N1ttNY HUgeGNE LME W40 OF ME SM EWpN xD10k ftl D]OE L NO PCI6ASE x AuoAIHE sRd]5 HAS BOW N9T V ME DMM oI WR PNWJEf. 'AN EDAD D FIREN FACTOR Ed = IA WAS u6ID MR BOOD BOREN DBRM 1. BEREN"NE WE BORROW BEOJYEMB IN /CO (E WIIN WE COFEWN. CANE Yx CO.VEIME�M.9E1EiDflIY. xq WN EDM WAM . IN ARORDVI¢ WIIX AY.E>-1. A xPFCRoW OF Nd . BANS s BE USED. A TESE PROWIEC &OL411NN WmYENR ARE OENE RC mo to NOT IR WOE FaMN,, R,, FOR SNE WaE FAR1tM1BW W . 9MEER SKNI. S MERE PBN. EVNLL(IION %EIRR,R^ IAE xRNym MR OSE NNY W A U.W.VIPACfo4 Br WEWOtf69WLLL'FNtlNf9f M INL'6IEIGD NNERRLT Nlo Aff RVRF9IE PI BE .WRIm E mATWCINq PRREND iNE CONIRVDNR mm HEF oflUSE rld)11 ME CW1mNINs NEf . NF .. WE fAX[NLIOR VFRINEB . ME """N" laROENRE WEB NOR EMM INEM6A PqW OR NNB FRNN ME EWRR`R L mmTwTs EEl41ID MAEM. WNFINCTOR $ MSNY FXMNN. 5 CNRE CW xiN OWY1 SJPFIR,765m I= Or 9fNltFtt n AM( YWN'ONBER" OR MOREEMS M RIENE PROPIR EVNlYm WDI,RMB m wD RE PRSO Evg14RW NNJYEM4 ]. NNFII ME LIE EWD010. U9NEE NWIR THESE PARPNT EVNYAMN WxNE116. THE VIRDMC N'Flmt NAY MET ONE WWI RAL . )PRONR, A) NNIR E TW ERI RRBR C NNORIFMB NE FROBIB , 9LNT, OVER . RPNEO RV A NC'A� mGItEET M IE46lB&D MEMBER. WrpCN OEWL Nm'MOR, WE NEVNWN sAT Wcuuprts Eww. sE su6NNER ro nE PROWer FNEMW! ERR REVAW M A CO. m BE BvnDMC OFBLILL EPAMxO 105m. MMOAV. Fltd11M NM.Wr NLE RC Y� PR WLO ClONT11ROL 84 �NR KR N0 BEtiYRO RRIEN WE SIZE WIdWNWO DEINIWNS 011R b N ME WEN YFLOCIIr BIRN W:E 1D,Y MFAS . WR ON •B' . BE KLiTm OR WE RN,NN..1 4 PREWILT WRNIW9 9WL ED MRNF fY OF ONE EW OF ME PMEL ARN A YWLIN OF ONE YWIONC FEN PMSL MID RHWID RE Pf1E({NmILr IMFIm M FOLLOWS FYF EU4MG ➢ROOT Yk1T PNY ff fIDRm, YWY-D� mIMY FRED=AgApF➢ A SRNY PNNLS BIWL BE .E65' 11RR. NIOHQf AIIMXNY AMDY VTII A YN. fy - 2S0 K9 nP 6N53-iLR ANMMIY DIDY NNN A Npl F}�]\" NSL IN NL IN R ORoms 9 BE NO. IWYNUN NIDY, NON. It. Au RXS9 ARR IN W NRB . BE NLLVAr¢ID OR BIABOLME LEEL %W A MNYUN TPiIIE SWENCN OF Bo xW uA 12 TCP MO BNIW NEPMB WY BE UNIERCWAGED M nm LGIDIKNS OGGIE PN THE NAY BE NdNlm HRXEEN IELr IN6TE MPRI IS' BOER,R, FORT, , HFW ..P. EdDs MO TO YFAYY N E IYEISIOYS AT NY JOB BEE BEFORE CONNEREM.. TN[ . PRODUCT C4'Via?., a:nNY'Ca"-m"Nx Vime, T�cldi-Rd GY" EgwNE,Rlfiaa 90 C.Ru; iG•.:Nnl NEE ILG,9N ,d]• r,bYY r us,fi' ,� a 1s,B• 120]' PM4 WIEP.IEE FULL O w UMINUM STORM PANEL EEg1BIX ,], 1]6Y IS• 1' Sm Ndo� 1--�--Ftsfi' 1s16•� 111---6' PAtF1 fiWERF� B31N' O HALF ALUMINUM STORM PANEL ]AMERICAN VIUAL FABRICATORS, INC. 2.,B ➢151' q�`R`w .158' Rss- .1n•EOW IrM. L LAo,• I {-1A'' � O O n'h^HEAD Heavv ^h" Header HEA W "h" HEADER "U�" HEADER HEAW "U" HEADER W .. 4O-€er -,z — O..— © - Off— B- 0 9] g 1]1R• •IB{' 9!' MI/RI-ID YgIP£ y.. ly— 1' tli 12' OG 125' 1 Bs1' .aza• r M A'm• As .,de. „f,E NW]6`E SGEW 1 IF YdI. 'tAWCS.wov MM )/16' HIX IEN 1-1'--1 ® &ASH REO WING NUT @K H LE WASHER 10 ;ETR"ACK O STUD ANGLE O BUILO OTANGLE `OZ&OM SLL 3Ey, II61IDN 9}IDf i PR A111 Rv Q.N ZJ s<S VZ RflcidP C / AMF002 a nr SHEET: i OF 5 B SYJU FNJ¢ti. 4E ox >� a smuenx!c mP. 1pF a xmroua O L&VOUNTSECTION O SajLR UT MOUNT SECTION T P OUNT SECTION @ MLLMOUNT SECTION xxxumc atiw Fvts ma wI om. P£OOUCl RiA'•.io anm,Ym3uiNfu FL:iCf BulE t'vg Cote .iaN2ae NOI]�O OB (�i/�.'C l 022 BY i. ec liiC�UtTBE`;GBD e ro'FY+•: Lan: F'cf ,. xeFuuxm ! iPpek Ac r_prurcnb lS O5I(.O7 ' ticn0:s o�/�22 v¢ace Fox wx. m crx �T"P7% PROOUCIA£L1Sm OxIFD mroagybguim V<FiewV- ' ea;m�Bcom axe Tv . �a..,e MOUNT SECTION OLT.UUILO-0UT E AMERICAN METAL FABRICATORS, INC. w�xs•..n.aw .xum�xm .cmnmaro VI m 7 V �W6V ro � roS u S C W LLCif � m � Y G L'1! ® LUU$R OUT MOUNT CLOSURE SECTION 1/H' ./a•� uax uaY OO OR OO � m wro rnunxq m. ® MAALE MOUNT CLOSURE SECTION (2)OR ro u2vn Y4�I Y SIFH. evll O%PIPAL CORNER COUSURE PLAN (2)OR x M.,m QOR(DJ IHGIE : �w ©T�RFAP WOUNT CLOSURE SECTION PiOJ!:C`i:E'R'ED Bui'Ccb Acu��,me N^i o-f C.ptn Dy` u Q eZ'L l�Ai IDr: ceno-m OJPCIL CORNER COUSURE PLAN ravouTRSNcwr» [+min�rq'r�nm uk vlmKs wpm LL O IXPIJCiAa CORNER COUSURE PLAN oga MERICAN METAL BRICATORS, INC. O m� J < v iL Z a mho a nk;zlh I OF 00©�130�0� � DO©O©mo©ml3©0[7m13ml7DOD mmmmmmmmmmommmmnmmmmmmmmmmmmmmo :_ ©memmmmmmmnmmmnnmmmmmmmmmnmmmoe mmmemmmmmnnmmnnemmmmmmmmeemmmne �mmmmommneommoeomemmemmmeemmmee mmmoenmmeeeemoeemmmeemmmeemmeee _« .E4 1 ;A- or;�em����e�met��eemeemmememmmoe .■EWII,11„IN- ©���������oemmmemmmmoemooee ©�t�����oem��eeemmmmmmeneemoeen • ®�ra���mmn®����mmmmnneoeoomoeoe mmm mmmmnmm meeeemeeeemeeee mmmmmmmomeeoommmmmmmmeemmeee mmmmmmemeeomemeemmmmmmmmeommmee •— ommmmmmmmeemeeenmmmmmmmmeemneee eeeemeeoemeo©emmmmnmeeeemeoen �meeeemneeeenneemeeeemeeeemeoen mmmmmoennn000nonmmmmmmmmmemmmnn ©mmmmeooe000eneemmmmmmmmeemeeee ommmmenoneeeno�emmmmemneoemeeoo oeeenonoemeenor�nmmmnnmeooemeeee meeomommmoeeeonemeoeomeeeeeeeon 11 ommmmmmmmmn�mmmeemmmmmmmmmmmmmmo ■ ©mmmmmmmmn mmnoemmmmemmmeemmmne ommmmmmmneemneeemmmmmmmmeommmne mmmmemm�oemm�enemmmmemmmonmmmee mmee©emonlnTufn�©oeeemmmnemmmnnmmmen mennenennla'N„E4,eeeE �nneeennnC.e�nen®� ., IR......> meeee000�[�rr����nnnooeeo������� r.l„11\I\I;: o�����s���������mmmeeeeeeeeooee - m�€�w��eem�m��emmmmeeeon�eoo�r� • eee�� �� \ 1 1 11\,- ommemmeeemm�e�� mmmmmeeee�€�(��€�e� 0onIIIIE1111 mamm on MEMO gimoff-moFfo a numan(�u®u mmmmmoeeeonoeeeemmmmommmonoeeoo mmoommanF mmmmmnonnen©ee��emmm0000eooeeee I��C oonneoeonmeeee�t�mmmmeoeeooeeonn oeeeeeeoem�onneneeeeeoeeeeoee oneemummmunmmumoommmmeeooeeeean BE ommmmommeoemmeeommmmmmeemoemmee I« ■S meeeeemmeeoeeeeommeeoeemoemeooe oemmmoeeeenenenemmmmnmeeneeeeeo ., mmmmnonnnnnennnnmmmenneeoonnenn meeeeeeneeeeeeeeonneneeeooeeeeo -_-- axwvs mmEmiv sasTwu omwMs.Aaw wErm a anrous EaXNEPAUAxvvAxs MX. PmGEpSTAM2 � vaxswro sEuswro vcvsmm F k vs�sm xc• S'P sot Ax (10EME (SEE O!E (nXNECIIJXME SEFNOR] CONNFLl10.YME SRNOIE CMXFETONME SV s 2xorz xore . a Ex .. csaea . .0 as Houtz v r • * o w e � A+w yr ' y�. Nw..um.•w»wa 1. SPANS AND`LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC I-OADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE ENSTNGSTRUCTURE MATERM ANCHOR TPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATME DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHURER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTRCATION OF CONNECTION TYPE (. 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 ACCOROMCE WITH MANUFACTURERS' RECOMMENDATIONS. B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. ]. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMNG CONDITIONS 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 MO. 3/4° EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE 'SOUTHERN PINE' G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAME PHILUPS PAN HEAD OR HEX HEAD. 1O.MALHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ONGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U_O.N, 12-ESICNAT6 US ANCHORS WMCHmARE REMIOVABLE CH BYREMOsANCME NOT�UE MADHINEES. SCREW. NUT DR WASHERED WINGNUT. 13.N• THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL -IN EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4', 14POWMS ZAMAC NAIL -IN AND All POINTS SOLD SET MFSONRY ANCHOR MAY NOT BE USED IN CONCRETE SLABS OR COUNGS. EXCEPTION: THEE ANCHORS MAY BE USED IN CONCRETE SIABS ON GRADE ya-a,T1�i,N •viiry i`c Fiu.•L_ MOVUCTRENtt42D Builuc�c.e< sc^mgrmSwxr�lEe FlmMe n<rswuz N„ o5l b. o7 mHdinCc � Bgvc mT><~o UZ2� -O .og ZL MIN 2x ANCHOR DIAMETER SPACING PER SPACING PER ANCHOR FROM MAX. 1/2 ANCHOR SPACING ANCHOR SCHEDULE AN SCHEDULE SCHED.,TYP. Dr uU...;_cacns� ar w,v:+ ALUMINUM EXTRUSION AMERICAN METAL ABRICATORS, INC. O U w mF Z z 12 V OF tlb AMERICAN METAL FABRICATORS, INC. msws�x mpamo-„n .ewln� a o vi �m i O0�i F Z o�W u z l0 m z 3 o a 4 e o a Ewa y�y a e n 9 SPAN SPAN SCHEDULE SCHEDULE FF L E PB.MdMMNG TABLE 1 NOTES: 1 0 WIp LOAD CONGIIIONS a 1. TABLE 1 IS APPLICABLE FOR BM POSRNE AND LVAK(RAlO NEGATIVE LOADS, nm S,�• m V) 2. FOR DESIGN LOADS BETWEEN TABULATED VAIDES, USE 7100 e% NE HIGHER LOAD. LINEAR IRIERPOIATION MAY BE BD.W SJY Z USED TO DETERMNE AUDWASLE SPAN& gq.00 rq O 5G.00 T-t' H,^ Z B Lo 6A' O TABLE 2 NOTES: I00m 105m B'1 ' 1. USE REQUIRED POSTUVE DESIGN LOAD TO DETERMINE t10ao s&' S MWIFIUM STORM SHUTTER SEPARATION FROM =SS. Hs.aO rs L.I. w 130A0 Sd' xoo V. ISOm SV ism rs p 4 PP 1'RODLILT!3Y1£GD ^ cweP:3'nexiii S:e FTLaL. trim 1Wm 64• sa` 1 II 0 0 * bo o, c Omuma raa'. Au:.P�ac«:::,fBob¢oo 16�-p 1B)m tro.m as � ........ Q. ............. +a�' �•• Ea,nreu:n03: z2 iSDm 4t3' ' -/- Dy 190m P-0• Mu �ioa.z: sooty .. H PtxcNtDcrarNeycD O _ uw.l9iing.smM1�i:e Fbrtfa fiw�Nce Ceh YYaa �111 mTZ � Awytmce tdi '.Dae -O • pB Pn'ODUCTREViSED F �i z Y LL N ¢ F ZL m�d>;e3 »;LRtxPlntaa o,d 3 xs yz BY BwAting Qua AA O p V DWG 4.. No p AMF002 BY ' 1 SHEET: 5 OF 5 r MINIMUM STORM PANEL SEPARATION FROM GUv55 A B P05(INE E DFSIGNl0A0 �l�F) MNfR1UM SiOtUA PANG. GFM$Ff4E� MINIANMSE3'. �GRALL I 0 4 E E MINI��FNppM S@. IN FABA ONS AN GRMEFIN[Y6 30D0 I'd 3" 7-B4° 30,00 9'-0' 3" 1-17 30.00 10'-0' 3' 1-78' SOBD T-0` 3' 13B• 50.00 iVd 3' 21B' 70.00 5'd 3' 1-78' 70A0 Td 3• 1-12° iDm 6-0' 3' 2-iR• i0.00 10'-0' 3° 3' 90.00 S-0` 3' 7. 90.00 Td 3` i-12 720.00 Sfi` 3' 7-1@'