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HomeMy WebLinkAboutNOA R MIAMI-MADE MIAMI-DADE COUNTY °® Fil PT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION V� Miami,Florida 3 3 1 75-2474 ®�®®�� 0 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) R �9 � midade.gov/economy American Metal Fabrications,Inc. CODE COMPLIANCE dba AMF Building Products ST. LMIE OO TY 1501531 Street Mangonia Park,Florida 33407 O c qail 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 (AIM. 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 )H�elmy A.Makar,P.E.,M.S. MIAMI�DADE COUNTY (T NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 / Page 1 LOCATION� t/1 1.07• 1.67' WCA� ,.a7'-� crNam NOTES �.p// /t ' •l''::+1"�!••Q11 lS1. THESE PROOUW EVALUATION DOCUMENTS flFPRFS7:TIE A LApCE MISSILE gJPACT PI)OfEC1NE � 1.a- 1J60' 7.8' 2' "m S U1TER SYSTEM ANALYZED WITH THE PRON510N SEE FOR THE ISSUANCE OF A NOTICE OF �, Sco Nota sea Nda� ., ACCEPTANCE(NMV BY MIAW-DADS COUNTY PRODUCT CONTROL SECTION FOR THE HIGH /to S10 AMERICAN METAL VELOCITY SE IN ZONE(HNC OF 711E BEEN USED IN THEFLORIDA ON OF CAGE 2 ND INCREASE IN ALLAWASlE STRESS HAS BFEAI l$ED IN THE DESIGN OF 7H0i PRODUCE. IS18' t.tta• 1SiB' u1B• 1518- -{tl--F FABRICATOR,INC. WIND LOAD OURATIO.N FACTOR Cd a 1.0 WAS USED FOR WOOD SCREW DESIGN. 12.00'PANES.COVERAGE e'PANEL CWERADE , bLe�d,Y.A.n93a07 3. DETEPLI'JM THE POSITIVE AND NEGA71VE DESIGN WADS TO USE INNEN REFFRFNORIO THESE 15.37• - 0.710' Fnu�i�p6U7 0 DOCUMENT"IN ACCORDANCE WITH THE COVERNPIO CODE AND COVERNINO WIND VELOCITY. FOR WIm IDAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10 A OIRECIIONAUTY OF Kd UL..,�LUM((J_L(j�Q STORM PANEL O HALF ALUMINUM STORM PANEL ! .0.85 SHALL BE USED. Ia' ?' I�a•S'�4,' M c1 n 3 4. THESE PRODUCT C AlNA110N DOOF THIS HU TER S C AND DD NOT 6NClLOE WiOFHATION a Ci OL q 3 i FOR SITE SPECIFIC APPLICATION�'THE S1AlFIFR STSTEM. 2251' 2.257' 35' �•r a I 6. THESE PRODUCT E ESSIDNON DOCUMENTS IO ARE MOM FOR USE ONLY RE A LICENSED O W C j COMRACED Y THE CONTRACTOR PRO OR TITHE CONTRACTOR ARCHITECT AND ARE SUITABLE FROM M .1'•+O' R25' •172' 225' R25' RJ!b' R.25' s H m BE APPLIED BY EV MINIM OR PRONGED THE CONTRACTOR DOTS NOT Y A LICENSED FROM � .172' {-2251' �2731- tjy O�_ ,HE CONDITIONS DETAILED HM13N AND THE CONTRACTOR VERITIES THAT THE EIISTINO k+ I Z tY UCTURAL O STRUsIIOS'iMTRE'8 DOES ETAILED DMATC WN M CONTRACTOR SHALL VERIFY EORM OR �fO5TIN0 STRU THE C TURE LIRE CAN M. 1YP. n M. 7YP. M. � UB m m WRHStAND SWERWPOSED LOAD OF SHUTTER. Ff a T�MOMMYMNS CA PRODUCE EVALUATION D I THEE PRODUCT EVALUATION DOLL MFNis Wtl1 VOID 1 w w W G IZc 7. WHEN THE SHE CONDITIONS DEVIATE FROM THESE PRODUCE EVALUATION DOCUMENTS,THE 2.01-� �201' 201' �zOT•� 1�2Af• lL M ¢ w BUROBNO OFFICW.MAY ELECT ONE�THE FOLLOWING OPTIONS. 22e - 224' - 224' 2 24' 224' � C! tz A)REQUIRE 1XAT SITE SPECFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED F DEVIATION, EDDOCUN�ENTS SHALL DE sSUBe OR FWSTERED�imTED TO THEPRODu�CT ENGINEER MRm6HEADS O Heavy" 'Header O HP.M." "h"HEADER O"U"HEAD O H VY"U"HEADER REM AS A CONDITION TO THE BUO NO OFFICIAL CRAN LNG HIS/HER APPROVAL .+'•„o' ,6' "WINE WAY A ONE 701E SITE SPECIFIC APPROVAL OE AP FOR AND SECURED II FROM THE MIAN1-OADE COUNTY PRODUCT CONTROL SECTION. 1 WHEN THE SITE CONDITIONNO DEVIATIONS OCCUR WITHIN THE WGH VELOCITY HURRICANE .093- m ZONE AREAS ONLY OPTION'B'SHALL BE ACCFPTEO BY 111E BUADINO OFFICIAL Try tL PRODUCE lNMMNGs SHALL BE 1YITHLV le OF ONE END OF THE PANEL WITH A MINIMUM batl- T .164• .Z75' II4-20 NACHI.7: v, OF ONE MAFDLINO PEA PANEL AND SHOULD BE PERLNNEMLY LAMM AS FOLLOWS ,µ- SiIMI 0 6' Z UCTS .21- i--- .68- ,• OR 12•G.C. O MI6 PABEICPIN,�FWR7DA ta7B'.W1' I 'P i--!MWMI-OMH COIMEY PRODUCE MF70VW L •0?8- 2� 0. STORM PANELS SWILL BE.OB7'THICK.3004-H74 ALUMINUM MEAL'WITH A MIN.Fy. •� f ,2y � .TYP 2&0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A LAN.Fye23.0 I6L .88• M.D. .10a' TMP L B 2-MIN 5 10.ALL EXTRUSIONS SHALL BE 6003-70 AWMNUM ALLOY,U.ON. 1V 4 0 MACHINE A HIN HEAD It.ALL BOLTS AhD SHALL BE CALVAIZED OR STAINLESS STfEl.WITH A MINIMUM Au1wwWAAeaAttrn LU w TENsnE STRENH CraF 6G m U.ON O W S ERED INS NU O KEY HOLE WASHER O C O STUD ANGLE O BUILD OUT ANGLE [Y a 12 70P AND BOTTOM DETAILS MAY BE DNTERGIANCED A9 FIELD CONDtfIONs DICTATE PANELS $ 9 c 10 .. v-- ;;�,a�--- MAY BE MOUNTED HOMONTALLY WHERE APPUC48M 13.THE PWIR HOLDER SHALL VERIFY THE ADEQUACY OF THE MISTING STRUCTURE TO SUSTAIN THE No'SUPERIMPOSED WADS AND TO VERIFY ALL DIMENSIONS AT IRE JOB E SIZE BEFORE COMMENCING WRAF THE WOFOL _UNLIMITED Q11 11 CIF (PERPENOICUUR SPAN) APPROVED HEADER (PERPQJOICUMWIDTH UTO PANEL SPAN)'(NLIMITED PANELS MAY \`z //• BE MOUNTEDY NOR20NTALL _ f 1 RODUCTRENEVIED _ �:,C"`�•• .romplyig2 with the Florida Z •'� PRGDUCT TL£V A"!SED A"-ding Code '• �lL�`VVII a ��{ e{Huece Na 17 Q.0 8 Olt 8 - ns mmpfyir.p0h the F!oWdo a E>zp' kn it lc Z2� +CAa ❑"ildi.a G-11c n I I I mcc fl Qy ACmpt TNGjp-00. 0 y ••, Sr,,t lion load � T trN. uu '/i�''•.k•PR BY 5 ivU r rarloM Cenaol @� 8s compl➢yPRODU i�lbft i7xida �•a �� Y Z uvi� i A`aTNuc°DNo..• -20 to¢ DWG#: ` •LS O" APPWDED SELL _ tOq' AMF002 Ucl WOW SHEET: 1 OF 5 • I 3 1 v CD CONNECTION TYPE 09 CONNECTION TYPE EDGE D6T. O D=fiSTING CONCRETE, gym• REEE DVICE ANCHOR SCHEDULE R REFERENCE WY. NOILOWO LDCNRSEE !,•.�, EM H011D'A BLOCK OR SCHE1JUlE R MAX WOOD FRAMING.SEE SPACING WOOO FRAYW0.SEE 616FD. Cf CONNECTION TYPE ANCHOR SCHEGULL BASED SPACING DUSTING CONCRETE E0. m. ANCHOR SCIIEDIRE.BASED REFERENCE ANCHOR ON 7YFE OF STItUCfIAtE Rm ORS HOLLOW BLOB(OR ON TYPE OF STRUCTURE SCHEDULE F7Nt MAX. CC•P TOP& •) 25• WOODSED FRR M SEE (ryp.TOP a BOTTOM.) SPAaNG AMERICAN METAL 9, MAY. ON ED TYPE OF STRICTURE, 0 FABRICATORS,INC. EDGE (TYP.TOP&BOTTOM.) wnF�ruA RelM77 DST, y 25'MAX Pk V1O19D378S LED. TAR Ot11T861]TD FDCE EA. OR D6f. U 8 SEE AOLE 2 SW •�R M. W F MRSEP ,FROM SS �y pP,, m a DOSfING CUSS Lei & gcua �j R� U�1 CNl Zj EDGE— OS FROM GLAZING CLASS g § TLc Bf S In OTsr ,• � v eb� � � oC H G TJ)o Cl CONNECTON TYPE EMBED. 25" •w Jim Of CONNECTION TYPE - i REFERENCE AN OR MAY. NNFDTI ROVIENCE ANCHOR . SCHEDULE FORYAX CS CDON TYPE SCHEDULE FOR MAX �wz SPACING SOHCEEIXUF AR � F- 1 SPACING EMBED. QQ SPACING EDGE DST. WA . ®T ,UOUNTSECTION © L MOUNT SECTION m Z 0 TYPE z EMBED. RREEFERENNCONNECTION E ANCHOR �• CJ CONNECTION TYPE /H1 O SCHEDULE FOR MAN, fLFfE7iENCE ANCHOR v SPACING Cl CONNECTION TYPE �. MNOIE FOIi VAN. 11EFEI7ETRCE ANCHOR DO6RNG CONCRM SCHEDULE R VAX WOOD H DOW�INIMN� SPACIN•yry• EIOSRH6 CONCRETED �'t�' w/ W ANCHOR SCHEDULE BASED MAX HOLLOW BLOCIt OA {.{„ ON 7 . OF SIAUTTUAE ANON SCHEDULE B SEE ASED (iYP.TOP 8 BOTT06L) ON 774E OF STRUC7URE OAST, .ati (i1'P.TOP @ BOTTOM.) OPTIONAL LED DIRECTION .Q I SEE 11 R FTABLER �333 PRODUrTRrr;:_;.ic: •``!!RO 'k,�A"If�� SEP. Dv complying""the Elodda �Q Building Cndo Q�• W 'j: DDSIING Pil DATING Aacpta•Rco No O 08 ••�^,• . CA7DlO JF GLAZING M E4- A&;z ' CQ�(/ - Z _ p vy EDGE • a PRODUCT REVISED —� '•I :s mnplyiog wid,tS:flor•.'dn )C~ Cl OONN'ELTION TYPE- Gxic �• 5 ` SCHEDULE FOHOR MAXR MAX C2 CONNECTION TYPE T' AcccTAenccM�rQi-O 0'7 SPACING SCKEDIAE FOR W.10.1"Ll*-4-21,�— �SPACING PRODUC�' MMIle mmzrTAyfn;xddl UR:FIDLiJo � g S6 Z vwkucs coo O �U A ,VUT MOUNT SECTION Awgt.N. - 10 OLLTIRUIL,13 OUT MOUNT SECTION �w AMF002 SHEET: 2 OF 5 I! I (D OR 1 1/4 DESIGN O LE O.C.FOR MAX DESIGN LOA05 10 VM IR OR EO' 10 110 P.S.F. a,o e•D.C.FOR AMERICAN METAL ExIm=CONCRETE. DESIGN LOACS DREAM FABRICATORS,INC. FMENElS O 12'O.C.FOR HOLLOW ROCK OR THAN 110 PSF. =Mdcuw DESIGN LOADS LESS THAN WOOD FRAYING M. (SEE ANCHOR SCHED. Y,ryN,hAi,0.UA01 011 E0O.C-TO D PSF.h FOR Afrc ACCEPTABLE ANCHOR) Fx;lAMB6STY. 0 8'DA FOR 10 P. 1DA05 1/4' A(LNMLM ALLOY AN CRFAIA THAN 110 PSF. OPaONAL lID DIRECTION rYA%, AAA:(SL7J)9PlJm CLASURE P2CE (SEE ANCHOR SCHM �, 1'x 2'x 0.125,LON.TO FOR ANY ACCEPTABLE ANCHOR) 11� Ed m mm Y N 6'x 0.125'LWL I � 2'LMEXISTING xx 7 UM ENBEB. O �+ IrouOW BLOCK O _ _ O OR 1 'n m WOW FRAAIINO M. 1 2'tAO4 f ALUYIMIN ALLOY ANGLE Cl:0 W Fyem, i xSr x 2'N`N'TD O ASP OUNT CLOSURE SECTION OE)UIL -OU DT MOUNT CLOSURE SECTION__ 2'x e•x 0.125'M , q o s < F �,. G Cc sod in a m uj O C; CC 2Q OR 1 a a Fbsrwa WINDOW ; 1/Y T 1/C IJAx. PRODUCT L'J3`/LSED a7 fUY as m plying wiLh tHa FlnxJn 1//-20 STAINLESS 6Ui!3:cg Coda SE BOLT h10D- .4c:ePtcet i:a1� j.07 J 6.1O.C.(1YP.) Expir.'ion DCta _ B 2e'riZ O OR �\\\ BY H z F]O { SiINO CL E HOLLOW MOM OR WOOD W000 fRAl11N0,M. ® &AA�4,MOUNT CLOSURE SECTION L i O 7 ICAL CORNER COUSURE PLAN � w ARODUCT RENEINUD ma PlynkB with the Ffwwa Rut&W C,de A-M No�-0492-2- 22)OR 1 EATi - DbtcTsfF\ /Ex1572I0 WUD)OY/ EY6TH0 BAY WWDOW By \! /iDO�ci�.... .., ��// 20 GQE:STEEL REM PLATE OR LL x rNL A x 1/9' 20 GAGE STI>:L BENT !(�CO 0�TB PLATE Al1DY PLATE OR 2'x 2'x 1/e H AwM.ALL SENT P W BEM PLATE STa1 4-20 LTdDaFss O OR 1 -i BOLT c WINO.jl� 1°oYEIQAP 1'OVERLAP 1' 1Y 1/f-2O 67AME54 STEEI.BOLT s%=- MR O 24.O.C.(TYP.) Y� co kF- bwG`'wx. ',MAXmoDucT,Tr'1nseD N m VEPOl CORNER COUSURE PLANCORNER COUSURE PLAN e # ,D ct an0! SHEET: 3 OF 5 ` i ANCHOR SCHEDULE w `. ANCHORSCHmUIE FAMNERMAMPAPASPAONG NCWES1 9E Ula[DF VAMIDN. CED02ADSAN03PAN3 A AM - MIMED FO 1 M DA AN SPANS [DAD NBN.af[OOx Dt1TAN� STT e MINXEDGEDISTANC! MIN.3°EDGEDISTANCE J SPANS UP 70 SPANSUPTO J TOAD N!I Y-0° 6'•a°UPTO SPA 10'A° X SPANS UP TO SPANSUPTO SPANSUPTO SPANS lWlD SPANS UP70 SPANS UP70 v3.F.M AN[HOgTYPE 1FF NO7E1 SET fJ0TE3 fFlN 1 Sd' B'-g• SO-0°, SW a'-a' 1C•D' �• CONNECNONTYPE CONNECIIONTYPE COSINECNONwe P.S.F. ABRICAT N METALC. ANCHORME (SEE NOTES SEE N07E1 SEE NOTES SEENOTEI .. SEENOiE1 SFENCNES � ISFA fffN07E SEE N0TE3 SEE NDIE9 �' CONNECDON TYPE CONN=ONTYPE CONNECIIONTYPE CONNECTIDNTYPE CONNECNON7YPE aomcOONTYPE NOTE FABRICATORS,INC. (5EE SEENO7E3 SEENOTE3 .SEENOTE3 SEENOTE3 SEENOTE (SEENCITE3 a a e u a n a a t4 a n n o u cs 1sm51,d 7 NOTE CS C2[a CA 6 Cl C2 C3 C4 CS C1 C2 C3 CA C5 C1 Q C3 CA CS C1 C2 0 C4 C5 Cl C2 R!CS ex u u u 22 v u u u 13 a u u u u a S7mtmpPilow 9 1/• 4W6!'In9pu196a1tWW111 » 17 11 12 22 ■ u 32 31 » 4 1] 12 72 !0 4 rlt I7WPgoa 9 67 13 12 11 12 12 12 12122 SI B 13 12 1f 10 7 13 22 17 :7 2] 12 is 1] v 10 I] Il 12 3a 9 1 P§14•p,eml7aa.3NW 8e 17 32 12 ix 1 33 12 11 f0 4 I]13 12 a 4 rAR1561D9p2a]0 �1{1PW1r Tl 13 u u 13 11 31 11 u 30 7 11 u u 7 9 u » 1a u v u 1] u u v u v u ! 7 rMYul0a H40.TI0nn1 no v 2 v v e u u f] ■ 4 u u 11 ■ 4 as 12 12 12 12 21 u 22!11 7 fill 10 0 B 6 11 11 11 11 13 12 12 12 8 7 23132 10 7 7 nq M�y°1 101 t1 Is u P . v u v p a u u u e 4 yrCRWTMFrt41YIN 120 12 If 31 ]S 6 u 10 ! 9 a 17 l0 9 6 4 11 12112112 9 11 10 7 7 13 u 10 7 7 9 u » 1•y4'7{'T,t71e30Y2M * 'A » 9 a 9 4 ; 7 7 7 Is MN.9 sto a0n goo 12 10 0 a 6 Is 10 9 6 0 11 30 39 a 6 17 11 10 ) 7. 12 11 10 7 1 12111 10 7 7 0 » u u u u 7 7 6 4 ( s a 4 „' J Z'd �. * 62 � ".. 1 �-4A d 11 12 lx u 31 33 11 13 12 6 u 11 12 a 7 O 7/2r0 ■mNINaSatM7lr 'ti { 4 4 t`i! 6 4 6 rd:f' O , ~J m !r mN.L1M{018a7AL.•-1017AR0n 6! 11 11 11 ft Y� 0 7 a wMq Y ,av ST6IIAupotltlDtI1Y44WOl - R W y m�1 * » - W2,'.4`yl° I .1 w;',Sl u 17 u u it u i3 6 7 ss 9 6. i 8 lvR4uln IN n SNlinlprora 1]0 t 5 6 4 e 4 1 -y.1 I l a C)Tr q yrGnm er•1ap[eute•7AN4 .8l -u „ Y y ' 12 12 u 11 11 :3 6 ,a 5 6 12 a 7 • 0. waa4ti 2. 6 4 f ,p{. a 4 1 .�.��.+ 4 4 a +ail •� <x 4 A7CW/■,114°DON.ta91O>.• .mot l/4tD•uIXms 601flYMMIN NUT 110 +' F'i L .- t'ryy' •�'` L`13 12 13 9 7 12 ■ 7 4 a 13 6 7 4 8 6] 11 23 fx 32 30 I. u 3] 11 8 I] la 11 7 a z vt•m7vm2 20D i�a' •`' Th 3}`t Las f'^.. !'[ . .�::5 a'k OF 21 9 7 a B 32 4 7 4 S u e 7 4 0 * 72 !1 11 13 1t 9 u 33 31 7 s 31 ■ 7 ! 4 °1' •ryO-- m y m m 61 12 32 u » 12 12 12 v 11 I it 12 12 a ] 31 33 33 IS l3 31 3] S2 13 B 33 31 f1 9 4 y4• rlmlvw/nyue I1 t] I1 31 12 a i1 e 77. 4 10 7 B 4 4 , Q 5 YATI'W/12/a'!OL[4110.6 229 11 IS 22 7 9 l0 7 6 4 • 20 7 6 • 4 73 u 22 12 v 12 :1 11 12 9 7.12 21 t0 6 e 37 13 13 u 12 12,12 11 9 a 11 SL la e 7 y410 ydGmf[il7tWYTM N11r C N p U a] 13 32 31 11 1B 1] 11 1D fi Bill ! B 5 S 13 1i 1] 13 32 u tl l0 6 7 11 p 6 S 6 Oae 20. io 7 6 4 4 14 7 6 4 a so 7 6 t 4 tt,�.Ci+.1�I Z 1/rQf]W UWJoaITJDN 310 ix 12 11 >0 7 u 9 5 ! a 12 9 8 5 5 12 11 11 10 1 12 9. .A 5 6 u a 9 5 a �jCHOR NOTES: F- c q�m O C) Y9/PNaL691mAn'NTDETERMININGI^ r+ot' a rn V wa7mr11m4 soo ss a e s a u a a s s ss ! e 7 s u 9 e s 6 ss 9 e s e u e a s a 1. SPANS AND LOADS SHOWN HERE ARE FOR FICLADS ANCHOR SPACING 62 11 12 11 13 7_ 9 9 1 7 4 G 9 7 4 9 v u 12 12 11 12 12 12 11 6 u u u a s ONLY.ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED . TO THOSE SHOWN IN TABLE I. » ss u u u s a e ? < a 7 s 4 a 3 uuuu 10 i2 u u 5 e. a 9 7 4 S 2.ENTER ANCHOR SCHEDULE EASED ON THE EXISTING'STRUCTURE MATERIAL, e3 u u u u ! 7 a A 3 3 7 4 4.64 a 22 33 12 11 e u 5 7 4 a 10 9 -6 4 4 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN G ]/4.O7wV49/WMCWIrN ,IIO 6 B 0 S 4 7 4 4 F'i a 7 4 4 �' a U 12 12 7 4 10 0 a 4 4 10 6 6 4 4 s•U4•SON.x11at0a�/7 OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN .D A tIMDI 2a0 7 4 4 F,�:.; 1 ) 4 4 a 7 0 a }.',p D 19 9 6 4 4 10 6 6 4 4 10 5 9 4 4 GREATER THAN OR EQUAL TO SHUTTER SPAN. m 62 12 22 u u u 22 22 12 I1 9 » u 22 B 7 u 11 13 Is 12 12 12 32 12 20 u u u u 9 3.SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE i * 71 32 D u n u u ' Is a 7 u 10 9 5 s u u 12 Is 12 u u Is 10 9 u u 11 7 a 4.ENSRNG STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, OrORIP03t1SM 1Ei,WnN 61 u u u u so zz m.9 0 9 u 2 7 s 3112112 12 1] u u u u 7 a u 11 :o e 7 REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE 7/r19t1.s.mm.a1/4miTAaAlxs 110 12 u u u 7 12 4 7 S D 12 a 7 ] SL 11 ll u 13 a 12 Is 10 5 7 » 11 So 9 7 OF EXISTING STRUCTURE 6TmylomEsaew 5.ANCHORS SHAM BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' nwil Am. 200 11 8 7 5 ] is 4 7 a. a u 9 7 5 a 32 11 10 a 7 12 21 10 8 7 u 11.30 a 7 RECOMMENDATIONS. Z v 9 9 9 9 4 s A 5 41£ 1 4 4 4 9 9 9 e 4 s 5 ,a 4 4 4 Er Tv S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR H,^ 77O-1I 71 1 7 7 7 1 4 • 4 'Y 7 7 1 7 4 4 4 4F r+ STUCCO. v/ F As a 4 '6 6 'b �1,'t,�' �. +iKA a a' c s:�I�i /I� -k3.Y+y 7. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE CONTRACTOR i 1/r1 m.7ctaiON M 120 4 • 4 r Ih''Y"�i `?' �'S 1 'A't' 4 4 a i- i�! �T.�`: :� " t' SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE mxra46eNoroAl7ue 30o t 2 �a- i w'Z`°I�ec� it 6"ti..$:E 2 1`.#e ix E `a h7-1• t 2, SUCH THAT CABLES ARE NOT DAMAGED. w w * 62 dy A .Tf- " P�r ix re` u u u u 6 9 9 a 0 e ■ e 7 4 5 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS p * ». k i "x'^ T 11 ss v u 9 B 6 7 4 1 7 a 4 VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING Y uaoelmmurlrer4aeTAND e] E^c r"2'^ .2�. r 1 +- c 12 v u Is -s a a 4 - 1: s 4 a MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR V n9rrt'W/2.Va•1.W2.EPdFAA 320 } £°T -. :, 9a' ,. x"r •�- Y 5 ■ 9 4 a 6 4 3 e_ 4 a SIDE CLOSURE PIECES. 9.0 u41oyADPRaOnWNM3aT 9.WHERE LAG SCREWS, MALE AND FEMALE PANEL MATES FASTEN TO NARROW c laaroAm4 am Lu# u 'm r r A 1i.9 'vet 6 4 3 WIN 6 • a y� 6 4 3 9 FACE OF STUD FRAMING, FASTENER SHALL BE LOCATE) IN CENTER OF sz u 1a la a 0a 6 a 6 �. ! v-' �So 10 10 to a i a c ' *•. y.9, NOMINAL 2' x 4'(MIN,)WOOD STUD. 3/4° EDGE DISTANCE 15 ACCEPTABLE 1A71 LL III Z u 6 v a v A 1:.€z T� w L"' a 9 v 9 + �) t�Pa'I;t t� '1,: FOR WOOD FRAMING. WOOD STUD SHALL BE 'SOUTHERN PINE' G.0.55 OR % a.'s t> 13 T'T25 aP$ ■ a a a VA n'i': 11s! GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX ♦ .• i U xProulluk-W1IN 120 F. a ?r~t'•:r' int"' a asT :F'' it '6'4 EY'f#L.S' ilm fJ ;f3: HEAD. ♦♦OQ',.,,4...,,,,� •?��+�7/- O 1-a/1'N1n.[a11laN71ra x*K`[i y 2_ . yrn2saw 7D :m 1_ r w �S 7$2 w�5. 3's i;.*., ,°.b 6a ^,. ... .�...,,,.: :�; i• w-+;L'; 10.MACHME SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF ° .J 62 v u u u 6 7 7 7 5 1 6 1. 5 a a, u u u u 9 u u u-a s 9 9 e 5 4 THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS I� - so 6 5 IQ -1 ** HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. ,p._/&� » u ss li u 5 6 6 S s 1 S a 7 T ryn u u 12 12 7 a e e S -a 9 s s ! a I�� 1: = 83 a 9 9 4 s a e Atli N s B a s v u v u v 6 a s 777 7 s 4 a a 11=DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. _ y.•870,4m 246ucYmrl ua e 6 5a 'a a a a - 5. a a a ;% 9 9 9 a a 7 s s a s 7 a 4 a a 12°• DESIGNATES ANCHORS.WHICH ARE REMOVABLE BY REMOVING MACHINE 2 U4lmaswm.c9r SCREW. NUT OR WASHERED WINGNUT. Sm S D a ;Zr''`: 5 1 B ,. 6,1 A -3 9 pf ) a 4 3 a 7 s 4 a a 7 a 4 ] a 13."THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL-IN �'• 1 4` os a i2 lx u a ss TI v a "14 u s3 Sa 11 ss v !0 6 v 11 21 6 a EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4 11COM:oca?eaaminWnx m 21 u Is v 6 ao c 5 4 u si 7 10 22 ss 6 4 a e 6 ae 4 14MAY NOT BE USED NIN AND ALL CONCRETE SLABSS SOLID SET OR CdUNCS ONRY ANCHORoo uuu 6 4 9 s S s u ) s 9 6 5 a • 9 c a 5 + EXCEPTION:THESE ANCHORS MAY BE USED IN CONCRETE j: lL SLABS ON GRADEPRODUCTRCVISF� Y_� ¢a00 9 5 6 9 ] 9 5 5 a a B 4 9 L ! 9 4 B L S a 4 -- n v I. - - a9FAfOpfyiagxilhsllorodd,, 10.D a9 c6m{.hg.-+°hii the Fl°"`° PRODUCT RiINh-WEA - - SPACING PER SPACING PER ANCHOR FROM BuildIPB Oda o p V, DDiklXT-3 Ca'!6 a7 comptring wi012he ITmd9s MIN 2m ANCHOR DIAMETER ACCCpI6 WN` J 0 16.01 B ngCod. MAX. 1/2 ANCHOR SPACING ANCHOR SCHEDULE .ANCHOR SCHEDULE SCHED.,TYP. hat7ae11ceNB o DY11 w��oo� n Datco �.$�Zn 2'L hacplanm lk1 0 LOB !✓splmlfoa Aabo I A a E ion Dotc L Z L�]If1/ By ALUMINUM � m e"c ntrof Uyp, EXTRUSION I` SHEET 4 OF 5 Niem1 0d' o w,•1'ormo AMERICAN METAL FABRICATORS,INC. vatod 9-1 m. L1 g m k n�R 1p"I fIi(5611)9>1I)0 M y C U#� X gig owi z ca MINIMUM STORM PANEL SEPARATION FROM GLASS A MINI MBEP. MINIMUM SEP. A STORM AN MAXIMUM c ac 40 SPAN SCHEDULE B POSITIVE MAXLMUM I, "Au-NS I AOL LN L E DESIGN LOAD STORM PANEL + j M)07 SPAN(F74tQ a 3)T� E ALL M07TL40 INCH GRADE ES TABLE 1 NOTES: ,t"� Q 2 30.DD 5'-0" 3' 1• 1 DESIGN COND NS a 30.00 7'4D' 3' 1-114° 1. TABLE 1 IS APPLICABLE FOR BOTH POSRTVE AND L MAX(FT4N) a NEGATIVE LOADS. 7aoo B-0, m 30.00 9'-01 3' 1-1C2° 30.00 10.0" 3' 1-7/8' 2,FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE 73.D0 B'-B' (� 50.00 TV 3• 1-118, NEXT HIGHER LOAD. LINEAR INTERPOLATION MAY BE 80.00 8'.0•, Z 50.00 T-0' 3' I V8• USED TO DETERMINE ALLOWABLE SPANS. 95.00 T-0• 50.00 9-0' 3° 1-7/8' 90-00 T 1' O z 50.00 1010, 3' 2.3/8' 95DD S'4r O 70.00 S'-0° 3' 1-1ir TaBI_E 2 NOTES: 100D0 6-64' J 70.00 T'-0' 3' 1- ° fO5D0 V.I. t 70.00 9'-0' 3" &/q+ 1.USE REQUIRED POSITIVE DESIGN LOAD TO DETERMINE 110.00 5-7 y 70.00 10'-0' 3° 3' MINIMUM STORM SHUTTER SEPARATION FROM GLASS. ;�� c� � O 90.00 S-0' 3' 1-18° 90.00 G-0' 3' 1-318" 125.OD C4` . 90.00 T-0' 3• 1-112' 130.00 6-V 120,00 S-0' 3' 1-114" 120.D0 5'-w 3' 1-1/ 14o.oD 8-0 p ni ODi1CI•REVISFD 165D0 6-0' 11 I117 smmpiylnnwiU:the!'Iwid:, 15DD0 6-0' \\\4 O �(�� oo D.i1din3 Coda 1SDD0 I 4'•D' (G�•,..., J\ i Accepuma�Nu -o7�6.0 170.00. 4'-V •� F'_giratFon Dak,Q /0..ZZ 1B0.0D 4'•2'_. Dy, 180.00' 4`V 2111a:iDs n.5 a m.:ot 2D0,00 z ��t','••.... y�gy PROLIUCT RFNBWL+D //'7 •••O(G•'\\'9 us rnmplying withIhn PIo7Idg Daildiug Code oil J IA ,�c,jX-0 PRO DUCT REV ISDCth dro F cs leid0 O o Q y AcaptadeeNo o CWG#: a onaol A M F002 SHEET. 5 OF Jr ' rq