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(SEE SECTIONS ON SHEETS 17, is, i4'. <br />MAX. SA/17, iA/17 SA/ta, ffiBjfi +Bft7, S9/it 3" <br />N, SAW/t4, lAw/,9 a $Aw/2D t t 7mNl+a a ZOW/20 T' <br />O O O O <br />t , �I Si i PAe <br />`aF svc7k aol L I l A <br />t - <br />, i xw ss. M.s. <br />t X 1 <br />I , iJj <br />LOT <br />— <br />rbGtt Ox . T setrY' r r f <br />Q.III..gaF� <br />am <br />3M117, 5A/1a Yrc NR Ia tSt a TiD71 P1,8Y 3�/It. 40/17, DB//0. 3• MIAX <br />1' MIN. IM.Wf19, 3AWlT9 a $AW/2) WNII% RW MN/20 a Wf20 1- NIN.I <br />._._._ANCHORS (SEE SECTIONS ON SHEETS 17. 16, 19 a. 20)-._ -----__.". <br />QPTiQN &2 FOR UEE SAFETY STORM F-AMELCO, E Y TA ION <br />SOME 3/I6--I' 1/1• wx iYV <br />SECTION A —A <br />SCALE spec-1'. <br />MAXIMUM A.S.D. I <br />Max. PANEL LENGTH <br />DESIGN PRESSURE <br />L (ft) <br />MINIMUM SEPARATION PANEL <br />RATING (p.a.f.) <br />(SEE SECTIONS) <br />TO GLASS CONDITION <br />+55,0, -72.0 <br />W-g" <br />2 3/4' UNBOLTED <br />INSTAi! ATION DETAILS FOR QPTION #2 Fit R UEE SAFETY STORM PANEL SYSTEM <br />1NTQ EXISTING Y�000- UCT—U TES <br />9 <br />t' <br />lffi1CKR f LEADER I :I-.. wOW HEADER YIBOD HEADER <br />•r�WiIREO d <br />i0 T WIRED' 1 <br />Real RED <br />I i <br />i Q I TAPWN O 8. O.0 1 4"A TAPC O' / ON <br />$ O.C. t +'Y TAPCON ` O. Al $ C. <br />t _ "`� t l 2' MrN: TNREADF31 - 1 ' -W(�Jt ITN. T(READFD � 1 t 2 MIN. T(IR %' <br />JJ FADED """WA' " <br />E 1 <br />p MIN. f 1 a THREADED <br />T AT a REFNETRA ON wDW PCM)EIR R0N AT VIWO AT ' `� PENEIAAnON WD10 N POAE(RARp T <br />j. 1 A WIND <br />II' <br />ierADER t#FACER f HEADER .l Fu;'AOER <br />l �`} ', t <br />} <br />r`Im Bali) I <br />4" ,/2a. t 1/2. 1 2t <br />Naa. u . <br />2' /2 1 <br />I S 1 <br />1 r' @. x°2 t i J <br />1 i . i <br />k 3 f 1 <br />I <br />Urt. i <br />G C <br />i <br />I �5 �1lOr I <br />i I � G I as ��I+vMItsN <br />� <br />t' fAO.. cws (E sastuea - 'L' iac -- (SEE �TeDIAE - <br />PNIFL LETIGIFI ON 9UiT Ito PANEL LENGTH TO !nw 10 <br />1 Mex <br />t NOTE. 1 2' Nm <br />) SEE NOTE 1 <br />Ukt. SN9AkOliN I � ,� vANEL LENGTH I N6*. #S�tiKW I. I ( �l0'A) 1 <br />, PANEL IiNGFTI <br />I <br />I3rE NOTE I BELOW) � � .{ { I - (SEE NOTE , BEIJ7N7 <br />oK SF$ET tA) a //4'i-7Q�1 . '.`...,._..,_.-.«_.... ' REEF tbt T/4•f-iQcT•� y k <br />{ - S.S u.s. wf , SS. U.S. W7- <br />! <br />I 7/" tl A 3/3Z <br />NUT �NG <br />I <br />I <br />i f <br />T.._�-.-•.-,+,{'•�. MIDWiDTH FE RA7EL-_:141/..._,_ <br />IPENETRATTON AT z......:_.�.:..._......-. t <br />{ <br />T <br />j <br />- 1 <br />i <br />I x <br />� Co.- EA <br />EO EO. - <br />j - <br />L _ <br />:I " CUNT. 1 CONT. I ' -z• - - ; :It-s-aA3/4'S.S. NS. W/ I `• __ 1. 17 t1 - 0A3/43.5 MS, W/ <br />'WAS4M/3E <br />FYa x 3/32' WING IATT i( !„ Ile* x } 3a• A'gNi L - il.: _/"-a3 a 1 PIING HUi L _ III : NOT <br />- 71 J / Yu9Hpa TA r n (BEYOND) <br />WASTER (fIEYDND) <br />WASHER O t2 7n' O.C. I:I NUT YNAS}RR (BEYOND) - I` •a C - O <br />4 rAPcbN a B oc <br />-'1 1'AY iAPCON O $" O.C. 1 4'i TAPOM O "' O.C. - <br />``3TAGGtRED W/ STUD) 1 ___�57AaEAEO W/ STUD`) ��' if; P 1. i I(i •' <br />11oN AT MREAM <br />W/1 1n- MRL THREADED , f: i. w//, In MN. T1aTFAOW 1t DF PU7E ✓ s__a -;. _ <br />€' <br />9'ENETW,IDWIDTH <br />TW,1 AT YWMDTH ,F.- Pf7ETflATCI1 AT WOW10TH • <br />OF PLATE OF PLATE WOOD PLATEtom•--_�WD"kPLA� <br />� <br />__,_„ PLATE PLATE UPI <br />I OL,KIEO ��}UHTiN(; Y3�.��{ 7iONWALL WMI L esrt_Tla <br />WALL M`,O�U�.{3����,1{N�•4ryM1II TA TION WALL MOUNTING LNStAL I aTI(S,I �LTE�y� Z�'�Y R PANEL <br />�L.I£RLIAT4i+E BAW MiyL , NAB $$W �*E S/B"--1" 0 LIFE SI�EiS`, PANEL <br />O REGU PANEL O LIFE *AFEtY PANEL SCALE A/e-1, <br />SCALE3/8"-1' SCALE 31801` � N., Tkii <br />t. ONLY ' " M'Y FLORIDA BUILDINGCODE, (High V$( Ii rr FLORIDA .H DO Hu IGOTM Zone) <br />NSTALUTWNS.ARE VALID FOR BUILOHGS PATH AS.b. DL3YGFN LDA.OS <br />-. <br />UP TD+ 7 P T - • SS,S a.0 P$F A� AMEL"S LENGTH UP D B $" , LEN ... TL1EW ANC AOnaa <br />is0. 4 j s 20 GAGE GALVANIZED STEEL SCORN PANEL <br />WANK or., <br />a. FOR NEW KYSW FRN:E GaN•tYRUDTxT+? DODO MEMBERS 70 BE SOUTHERN = Y" -`} w,. <br />PINE NO. 2, W/ SPECIFIC DENSITY OF OM OR EOtbLL. S TR : -•'• : <br />OL08AL PROTECTION PRODUCTS, LLC. <br />= Q• gTA +_ �- > C1 —0.... <br />�1"l <br />- C. <br />f l � � Y V BMW SYM bt 57"EER <br />PI`•n n>-k 1AW9. 32M�Y rtMITFL4d[aS.' <br />~M iu iNkl lwkbtla7 2G-17✓;- <br />nAN9ra <br />IIIIHM NP.G CA-0TAUT a ,n A•. w A- Yb: <br />ULM <br />YMLIEA A tl.I1T a'.. P.E. Mx el-w <br />N1 7 SHUT <br />7APCON ANCHORS <br />O.C, <br />POURED CONE <br />OR CONCRETE <br />BLOCK REQUIRED 1 '• <br />i <br />, anNa,a aN <br />( a14Fr ta) <br />_..fit• TAPCIDN ANCHORS lr4• TAPCef ANCHORS <br />O 9. O.C. <br />URE� ti POURED POCONCRETE <br />f METE, OR COD CONCRETE <br />OR BLOCK REOIMRED ( S BLOCK REQUIRED I <br />t/�4-{_- <br />ED,t Lo • I ' co,• <br />' J <br />3/3i' WINO NUT <br />L WAfi9iER O 12 1/2r IDA, <br />I .:._. i fa- 7APCON ANCFIPSRS <br />+ •'- W t if2' O.C. <br />(9tAOREREb Wf sTIiO) <br />RWEOUW "MRSTE <br />WALL OUNLING INSI,54LA'IiON <br />SCALE aje•_,'` <br />0 w:. SFMMIiw. o . <br />�I <br />dT <br />1xiaY ,m <br />FayA MByP4A._..+ r I � <br />��.r�/ •mil { - $• <br />EO• <br />{ <br />1(4 TAPCON ANCMQR6 <br />(STAOOFAED Wf S'RW) <br />...„..._r'Y7URED CONCRETE <br />OR CONCRETE Bwek <br />REOUBEb <br />1NALL I1S�U�jI i IN,StAUA?1W <br />SECTION 3B <br />SCALE <br />SEE <br />_ ANCHOR Ift _ILA•• <br />SEE MF 19 IT 10 FOR ANCHORS W TYPE k <br />FR.Ai1NG FOR aPdIN3ATIONS INTO WOOD <br />ELITES $IIIDNO. 2fiRi SP,,EiIB pe} l <br />NBOMUN ANp10R SPMZ24 AND 4%]JU N <br />LODE obTAGCF ARE awK•A,ED ON TN6 4mlatbbu txe,M;04 a <br />Si7EOLU FOR ED. UM THAN INDICATED ON tA1ARAN S7+'aW el,sA pn$ 3 <br />SCHEDULE REDUCE ANCHOR SW%IW BY <br />NIATIPLYINO SPACING SHM ON SARDDLE ARLt1i, EJt OI"wv,1 RICIOIr <br />BY THE FOUjONM FACTORS. FOR TRS <br />OPMTIO1 TO 1K PQSSIMUL P,FDIJCED <br />SPACING OBWNEO ONO FACTOR SHILL HOT BE LE95 THIN MIN wIM %PAGING INMCvw <br />FOR v4M MOCK TYFr ON IT" swexAE <br />1' TAPCON ANCHORS <br />9. O C• <br />1' TAPCON ANCHORS <br />9. O C• <br />i <br />m <br />R <br />J <br />I <br />I : s <br />1 <br />i <br />r s� <br />i <br />I <br />Ep <br />tja••-2a431t'x9. us, tl --., i 11+•►•-2a� <br />r T/$ ax3f32' WING IOTA wAWASHER <br />D 12 1jz• O.C. (BEYDID) <br />TAPCON ANCHM t v , A' TAPCON <br />� + I f2• a.C. <br />O + Tn' O.C. <br />WNOREtECIE <br />tE�BI.GCK <br />REOIUARED REQUIRED <br />WALL MOUNTING LNSTAL notj IAQVN71NO INSTALLATION <br />S IG fA SECTION aB <br />2HECEL �_jj�_SeFETY PANEL <br />SCALE 3/8'-1, SCALE 3/13'-1" <br />WINGWING O wj <br />NUT IVAS'IER <br />INUALLATI9N DETAILS FQR 000 #2 FQR LIFE SAFETY STORM PANEL SYSTEM <br />TO EXISTNG W900 STRUCTURES <br />I �V iyy11 Iy f 1 <br />,° 7731I #j4 <br />) i{� <br />,. a <br />f <br />I f 4°i TAPCON $' O G. <br />tt "�'_-0 PCO O _ I d"P TAPCON O B' O,C. <br />1 2. lN. 7H is <br />M RFADEO , i / / 1 THRFWED <br />1 `t <br />PEA AT WOOD. •t JJ <br />} 1 'AWN F'ENtTRARON AT WOOD { { P <br />I HEDER <br />ADER HEADER <br />i. r ) <br />NOA <br />WOW HEADER WOOD HEADER '#12' <br />" - <br />REOUIREO REOUREO i I <br />i 1 <br />i <br />ai <br />! <br />tpt �PW.AT9N <br />ON <br />gg <br />tto CLASSS TDN •L• INva. L..,....._...� -_ hl <br />f _ _ <br />SONEDIALPANEL LFNCTM `... A'� PANEL LENGTH <br />E%IS'fRRG on (SEE NOTE I SCLOWJ: 1/+•i-20a1` ' 1 <br />` _ 1 � (SEE HOTS 1 BEL <br />-._ <br />GLA4S SS. M.S. W- .. AW) <br />i 7 '• x <br />•.'ril- WINO NUT <br />I r <br />I r i f <br />I _... <br />i <br />i t <br />4 <br />r <br />i r I <br />I 1 <br />•�} /Arfi�t� <br />r �Jl <br />1 <br />1 1 <br />I <br />t_. ( <br />t' <br />+ <br />}- i <br />I <br />�- e, l7/b"• A 3/32' WIND NU7 lr .7/""a x 3/32' WIND Atli <br />4'x4• WOOD,PUtE 2"z4' W000 PLATE •, <br />MASHER O 8 t/A' O.C. ISOLATED ,.. Elf WASHER O (BEYOND) <br />REgUIRED •'-.I <br />tE <br />/14-1D PNIELMATE PL�i,aS i'' _„},F, ,L f(! #14-10 PANELMATE <br />O b 1/4. O.C. W/t 7/$ .:. 4 I O B 1 j4' O.C, W 1 7$ <br />MN. THRFAAEO PE1fE(RADON i i 1 MN. THFtFA0E0 ROT( I <br />A7 M/OWION OF PLAIT - AT WOMOTH OF PLATE Z <br />k • , <br />WAAi l MOE,tRNC 1NSTAUMON WALL AtOLiNTLNts INSTALLATION <br />REGULAR L"+AA':c1N,�i�� AL7ATIYE L1BW <br />-. <br />k S" <br />•� 4 <br />SCALE & $`�)' ">1" <br />/ '$` ' SCALE <br />FLORIDA BUILDING 'l. LOIN CODE Ht iT V$)aaii UrA)Gon$ Zone) <br />iLG�S 416E '. •8oi4T#.YcDT..W4 F.P.. <br />_ hIO 4 _ 20 GAGE GALVANIZED STEEL STORM PANEL DANWt BY: <br />1, INSINUATIONS ARE ONLY VALID FOR BUILDINGS WRH ASD. DESMiM, LOADS <br />UP TO w55.5,. -72"0 PSF AND PANEL'S LENGTH UP t'4 B'-$" *' A,(g ,.rC .. =, - '.-.._� j ..•. Irr 47/1A/on <br />VC- ^._�-.._ !A� PROTECTION PRODUC7r U.C. <br />}� <br />2 FOR NEW (MOOD FRAME CONSTRUCTION: WIND MEMBERS TO BE SOUTHERN S'0.�3''- l i• E C. C1 LMC. <br />4WD IN. St STREET <br />TINE , a, Wj SPECIFIC DENSITY OF O.SS OR EQUAL +i ',A t) }�.•' TILRT' 4e N rxWPANY WME FL. U314 <br />' r C'' •• •• •• Qt na: t1tlA ar. aaS. f}sw. a4a0a n. n+r MOIL t (0.R�-B7at <br />OL•OI`k PeAltlea- BR4 FAx: 20-176 <br />wR ,M. Pssxal a.x w Pee•m+ OtlTG Kx: <br />AAAJ1Jlf <br />11it{Nt ffN,/9Q4,1Iifff/OATE OS-BCUfr1i9 rrt <br />AYIL7iR A TWIT � P.F. <br />44t _ _ - AwiT la a m <br />INSTALLATION <br />INTO EX:ISIINrz <br />QUAILS EQ0 <br />EMU <br />QPTION #2 FOR UEE SAFM STORM <br />CONCRETE OR COME 600 STRUCTURES <br />PANEL 5YSTEM <br />TAPCON ANCHORS <br />i,L#" TAPCON MCWRS <br />A,C, <br />POURED 1:0F1CRETE 1�` <br />POURED CONCRETE <br />OR CONCRETE BLOCK :i <br />REDUiRED S <br />OR CONCRETE NOW . <br />REOUCUON I <br />E. I+ <br />f <br />CONT <br />1" sal <br />N.ASa M <br />t- <br />m <br />i <br />�+y <br />{ <br />`/w Oka KN <br />1 <br />9 <br />! <br />' <br />I <br />r I <br />?, t#-10'i PNiEIAtAit PINS w/ <br />_-_�j$': <br />/1+-•tO"A PANEUAATE PLUS W/ <br />""Tijd"'e <br />3f32' WNa NUr <br />WA@FIEfi <br />x 3/32` WING M(ft <br />(BEYDNC) <br />WASHER <br />_ .,_RED CONCRETE <br />OR CONCRETE BLOCK <br />tF7'E <br />REOUIRM <br />T L ►dO�f�]_NG INSTA LATiON <br />CON{^ BTCC4C. <br />REQUIRED` <br />WALL L+tM_ INSTAL (OONN <br />1ECTION 5A <br />4 R G AR PANEL <br />SCALE 3/8'-I" <br />SECTION SB <br />O 4€E SA9 ETY MEL <br />(TLilxiiiRl6/NNN. SCALE <br />SEE 10 k 20 FOR STINOA <br />NOW T'� <br />TOP an <br />PR11&tE <br />10 F 0o <br />SPAOND FOR a$rP+TASiBl6 INTO WOOD <br />1b« A)IOax1 aPAaI„ M) <br />3 <br />S <br />MINRIVM NfCNIOR SPADM45 ANp MRAYUY <br />ww 06RLIaICE AAE R1;ffi 7 CN 7195 <br />`tnw asAAM Cavr: D'J <br />J <br />3 <br />SCHEDL E FOR ED: LOSS THAN KKHCATET ON <br />SC KMLU REDUCE ANCHOR SPACING BY <br />1R 1.nPLT 10 SP cm SHOMH ON smm. <br />B.a A•.I Oavxm mrt OA) <br />3 <br />3 1 ja <br />Amt$�. EIa am Goat] <br />RFL90R <br />BY THE FOLLONIINO FA TOM FOR TIPS <br />OPERAT" 10 BE PQMLF.REDLICIED <br />I /2- <br />is „ <br />--- <br />--- r <br />- <br />PAW tm <br />SPAC34 OBTAINED t6iW FACTOR SHOAL NOT <br />HE L£1S-THAN WWMuu SPADMO-NOIDULDFOR EACH A40M TOE ON THIS SCHOWLE <br />rt • <br />- - <br />CODE <br />GENERAL. AKMS- V ID - cTrtIII PANEL MEN <br />1. E-2 HANG STORM PANEL SHOWN ON. THIS PRODUCT EVALUATION DOCUMENT (P.ED-) HAS SEEN VERIFIED PAIR COMPLIANCE IN 8.1) k"MIALM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE tO a PAWLMATE. PLUS INTO CONCRETE <br />ACCORDANCE WITH THE 2020 (7th EDNWN) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4•. <br />DESIGN WIN LOADS 5 R 1520 0 FILL 8E DETERMINED AS PER SECTIONOF THE ABOVE b B. MIN ALL MENTIONED CODE. 1 EM Ot 1 <br />X 7 K-N ) BEDiaENt 1 /$ CAL I ANCHORS SHALL BE S 7fd'. 0{fO CONCRETE. <br />FORA WIND SPEED A5 R T H REQUIRED BY tiE JURISDICTION W THESE t11'T WILL � N ERE SHUTTERS ! 5'TALLED AN Nq I:MBEOMENT INTO ANY SH MAT <br />EM FINISH ERIAL 7T5(fAt SHALL BE PERMITTED. <br />FOR F U 7- <br />0 ACTOR KCATED . SING AS 9B AND SHALL NbT EXCEED` THE MA)IIMIIM (AS.O,} 1f4• 0-20 BOLTS USED SHALL BE LONG ENOUGH(SHOULII ANY FTN1St1 MATERML EX#ST) TO <br />2 " IQ ANCHORS, <br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S a 26. ENGAGE 314" INTO ANCHOflS. <br />IN OMER T VERIFY <br />D VERI THE ABOVE CONDTNON ULTIMATE DESIGN WIND LOADS MI P. -7 ES DETERMINED PER ASCE 7 $ <br />SHALL. BE FIRST REDUCED TO A.S.O. DE... WIND Y MULTIPLYING SIGN 6.QADS B THEM BY 0." IN OROM TO B. ' i DER 3 N THAT <br />STONE OR PR P ) PRECAST CONCRETE RINSES B FOUND THE 6 <br />ANCHORS SHALL L <br />TO COMPARE THESE Wl MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 23 a 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE IN.VN STRUCTURE BEHIND S(iGTN PANt3S, ANCJlORAGE <br />SHALL BE. AS MENTIONED IN &I) AND IN B.2). <br />IN ORDER TO VERIFY WERE NOT OVER STRESSED, A INCREASE <br />AND ANCHORS ON THIS PANS <br />.TESTEDFAST <br />N LOW WIND T I ALLOWABLE STRESS FOR f.D LOADS WAS USED N THEIR ANAL t5. FASTENERS SPACING <br />FOR WIND LOADS ANALYSIS. <br />YS A5TE S S NG ¢WOOD HAS BEEN <br />BEEN <br />DETERMINED IN ACCORDANCE WITH N.D.S.. 2075 (C) ANCHORS SHALL BE. INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND VECIFIOAT(ONS OF THE ANCHORS <br />MANUFACTUREti. <br />PA <br />NEL'S AHEL'S ADEQI)AC^f FOR IMPACT AND FATIGUE RESISTANCEI B F N 1A5 BEEN VERIFIED ACCORDANCE SECTION ifi B WITH 2 OF <br />THE ABOV IT SHALL BE THE R T £ MENTIONED CODE AS PER FENESTRATION TESTING tABORATO INC.IN T 1 RESPONSIBILITY OF HE R T HEN RY. C REPORT / 2Q32. As PROTOCOLS AS-20 , NSiB9)iY CONTRACTOR O VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER <br />TA5-Z02 AND TAS-203� IS TO BE AiTA„"HEO TO tNSURE PROPER AtiCtiORAGE. THIS SRiUTTER SHALL ONLY 8E ATTACHED TO CONCRETE, BLOCK <br />2. THIS SYSTEM HAS BEEN DESIGNED i0 BE itdST41E0 ON THE OUTSIDE OF THE OPENING ACT:ESSNG TEkE OFPENIN¢ FROM THE OR WOOD FRAME SUILOiNGS, <br />INSIDE W/O THE USE OF A LADDER OR LIT.: THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12. THE INSTALLATIONCDNITRACTOR IS TO SEAL/CAULK ALL. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS <br />THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRICKS ALL MOUND FULL <br />LENGTH. <br />3. SERIES 1000 INStAUN 5 ATbAPPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED ro BE - <br />PERFORMED FROMTHE INSIDE 0 - <br />NOE F STRUCTURE 13 STORM PANEL NSTALIXRON MALL COMPLY WITH SPECS INDICATED N iN1s DRAWING FtilS ANY BUILDING AND 20tING <br />REGULATIONS PRONDEB BY THE JURISDICTION WHERE PERMIT is APPLIED TO. <br />t. SERIES ZWD INSTALLATION IS APPLICABLE 1D SINGLE AND DOUBLE HUNG AND HOHNONTAL 51lQERS SINES WINDOWS WHEN <br />INSTALLATION i5 REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOOt5, NC. E - Z HANG STORM PANEL SYSTEM- - IS PATENT PENDING. <br />L <br />S. ALL ALUMINUM T A _ 1}i EXTRUSIONS TO ".. T$ ALLOY AN TEMPER. LSE N 5 I 75 PftOT)U N B9 Q 1E E UNLESS OTHERWISE pYEO Ct EVALUATIO DOCUMENT .E.D. PREPARED` THIS I ( ) () D 8Y 1$ Et�Ni'ER S AND NOT P (P ) iLF3FERIO DOES 0 RGJIOE <br />INFORMATION FOR S i A SITE PFO FTC PROJECT, i.e. WHERE THE SIZE CONDITIONS DEVIATE FROM THE P_Ep- <br />8. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALT, HAVE 3, DS-Eta pLL.DY. <br />(h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSFALLADON INCLUDING LIFE SAFETY OF <br />7. EEL SHEET M DUALITY <br />ALL 5T METAL PANELS SHALL :MINAS STRUCTURAL OUNJ STE ASTM A-853 GRADE 5D Min THIS T)I EL, , GALVANIZED STEEL PIPOUEI` BASED ON $ P..D. PROVIDER HE/SHE <br />T E ONES NO t)1. N FISH DEVIATE FROM E CONDITIONS DETAILED ON <br />DESIGNATION W - 88.5 IKSI THIS <br />AFTER ROLLED . 15 DOCUMENT, CONSTRUCTION SAFETY AT E t5 /Fl ( ) 5tI THE 0tXMTRAC'1UR'S RES.PONS(B,1JTY, <br />B. ALL SCREWS TO BE STAINLESS STEEL 3+ OR 316 AISI SERIES OR CORRL1510W RESISTANT COATED CARBON STEEL AS PER DIN (a) 7H5 PRODUCT EVALUATION DOCUMENT WILL 8E CqN7DERED INVALID IF <br />F MDCXFREO <br />50018 W' SO Hai YIELD N H D GO kW TENSILE STRENGTH Y t 1 STYtE GF AND 1ENSL ENGTH &SHALL COMPLY W FLDR DA BUILDING CODE SECTION 2411.3.3.4, <br />1 <br />(c) SITE SPECIFIC PROEETS HN1 BEPREPAREDBy FLORIDA ARCHITECT H 1 ARC 1E WHICH WLL <br />BE <br />S. BOLTS TO 8E IIS'TMN A-3D7 GALVANIZEDAS O THE R STEER, OR 304 SERIES SfA)NLESS STEEL, WIPE 3$ Mai MiN}MUM YIELD STRENGTH. BECOME EIROINE£ Cif' RECORD ,OAR. SHE PROJECTREGISTEREDWHO WILL ES <br />USE OF THE POE O" ENGINEER OF RECORD. ACTING AS A DELE'OATEQ ENGINEER TO TI E PPO.E.D. ENGINEER, SNMtl1PFJr <br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW <br />f,^u`dCpETE+. <br />AND OR,OINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of <br />THIS WRECORD <br />- 7/a'a TAP CON ANCHORS AS 1AVNILFACTILREO BY ITW, BUILDS%. MAC. (MIN. i'c-31B2 pA.i.) THAT PREPARED R <br />- 4' A 7 -L 1 X B CALK -IN ANCHORS N MANUFACTURED A BY OEWALT INC. ED B 1 / NC (M ODD RzL) t8, STORM PANEL MANUfACTUIE,R'S tAt�i SHALL � LOCATED ON A READILY lM1ABIE LOCATION AT STORM PANEL 9N <br />- %t14-TO PANELMATE F'EAVrtE ID $ PANF1.MAiE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. <br />ACCORDANCE WITH SECTION 1709.9.3 OFFLORIDA BUILDNBEL G CODE, ONE LASHAD" BE PERKED FOR EVERY OPENING. <br />(i'c-3350 <br />P.Y.I) LABOING TO COMPLY WITH MC11M 1709,9.2 OF THE FLORIDA BUILDING CODE. <br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SWILL BE 1 3/4• AND 2- FOR PANELMATE <br />FEMALE 10 a PANELMATE PLUS. <br />A2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8' CAL( -IN ANCHORS SHALL. BE IS 7/6- INTO CONCRETE, NO EMBEDMENT INTO <br />ANY FINISH MATERIAL SHALL BE PERMITTED. <br />SIDEWALK BOLTS USED SHALL. BE LONG ENOUGH(SHOULD MY FINISH MATERIAL EXIST) TO ENGAGE 3/4' <br />SO <br />ANCHORS. 4NNFtN <br />, J <br />IE �' <br />i <br />�EQ <br />A.3) IN CASE THAI PRECAST STONE, PRECAST CONCRETE FPANELS, <br />FLOOR, ANCHORS SHALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE EXISTING TURE BEHIND SUCH PANASNCHORAGE SHALL WALL OR " �C <br />BE AS MEWITNEO IN A,I) AND IN A,2),. % r <br />;' <br />g <br />No, i - <br />B T 1ST N <br />() DLEX_.�.�_DOMCBF.ZE At,�_.,.3.. <br />... FLORIDABUILDING C <br />- 7 f4' A TAPCON ANCN(YRS AS MANUFACTURED` BY ITW, BULLbEx. INC. - < 9 LLD HG ODE Hi h V$IoDLi NurrLaDns SITS <br />, <br />- 1/4' P X 7/B" CA4K-IN ANCHORS,. AS i�,NUFAMURED BY DEWALT INC. (r'm-I5O7 P.z,i,) - {j � F wO2a 1a,fl� W. 20 GAGE GALYANLZEO STEEL STORM PANEL FP, <br />CDRAMW, <br />- 014-10 PANELMATE FEMALE 10 AGED PANELMATE PLUS ANCHORS, AS MANUFACTUREBD BY ELCO CONSTRUCTION 1 "�✓` '�' • <br />PRODUCTS (FED-2071 P.al) <br />GLOBAL PROTWTION PRODUCTS, LLC. <br />i• VF V INe <br />FL <br />// TAMf k GM. o ANY 3a3t4 <br />e. 20-T 76 <br />w:n+: s a wwrM wm+t n a.a PLANES: (asa)e�IVAE, <br />vasa, FYs: (asi)BN-ilal <br />INret r INN tahT[Stl _ Fa : axN IT-,0.n <br />CA-ODaNllt9 4x� - ,ataxy ORtll.m <br />r <br />PL 'gMl9OMTURlOATE YB LGN A <br />- lainN M fi+@T al aF 16 <br />+r <br />U) <br />—0 <br />> <br />00 <br />}' <br />U <br />N <br />�— <br />0 <br />O <br />.0) <br />CU <br />U <br />—0 <br />(2)U <br />0— <br />CIO <br />O <br />cu <br />O <br />= <br />O <br />0_ <br />O <br />0 <br />0 <br />• � <br />Ll.. <br />0 <br />AU) <br />_ <br />a) <br />L <br />0 <br />YL <br />i <br />ca <br />-0 <br />.� <br />12 /� <br />� <br />U) <br />Q <br />O <br />` <br />> W <br />O <br />V <br />o <br />CJ $ n O <br />C fQ C.i l^7 <br />L.L. <br />N C Q <br />• � O It <br />N a N s <br />CM <br />O <br />Q N <br />Z d <br />6r w <br />C <br />C <br />O t <br />z <br />3 cc <br />3 <br />=90 <br />.� V O <br />+, j <br />Of % <br />ao <br />.. <br />N CIF <br />_ E <br />IFS O <br />O P F —Z HANG STORM PANEL5 <br />(SCALE 1 2N•I' 3'/24 {SYE NaIE 2 TrzLow) <br />/ ) %14Yr i,N,S. t7 4 4'/24 Wf (I, Wla'�^ % (BEE Hatt 2 3- MAN.. 2"/24 L"/F4 �rT 8 I= NOTE s U (,' .- O <br />s,, FOR CONCRETE AH StZ 1 Yin, A i ((»M V., <br />LY I"3' BL «R #$Or a$ 9CR0"" 't <br />} z IEEE SASE 2s) _ <br />__..._.._._a5.19$"(TOTAL WIDTH .-.,_.._,_,._---,.___ _.....__-_...._r......__. i^---z.250' ! [^--•2.6Bi•--' y. I -.3 L�x�EfE :wa+oRs eaanm - )'y cwt <br />----,z.900' tEFfECIK c-._.... .4 t• SY,S- q i. ATE v q ,(� <br />' W"­-­-­_ ------- 1 2.250r�•j £JJ' ZAP• -. v,(z' I/.•...Uff <br />Tnrai TAN or C#T � a3) ;�� 4 cs� (WEfsE� c•,c t..,• .". >sm mj -I` 1--.., ` �inu , ` *,✓°.a'/"xui'I'• o.c. <br />a_,--�.�,------- .W 1/+ -..._ .----'--' t #.. ! I I I "_-r - - _ 1tA nm nv NA,MM wRoac a <br />v __� <br />_ - F + 6 <br />-t,35Q"_.•- ,--t.1 '-`> •--1.350E--, r .SYIt' ,) Ea oa a 91 '1 -Y PWOD cmlaOt� <br />{ f r 0 <br />�,{II'a`"- Tyµ 2.R73'D` 0751 <br />I i I 1 <br />. <br />., o.oss• I4R_ TFix31 HF3NMEQ '3."OO• zzs4• j - :..�.I,? .,..:._ _l. J. l�i� I i I ' I . ,.. - '..�_. ` I �Oe `a,.�T` �- ,. i ,N,• t,QAA <br />s � z.$s7' � asoD- sox T. ( �` �' Ala` m°"/ <br />1 - aALVAM2ffi S7E£i. EDGE �> tZ5 2.ai4. {fop PANG.) .-r- (INTERIOR PANFZ.) I (17,FTiiWR ' eN1EAwR r'-'-T'1 GB I 'Lr -r PrFY'1^-v-, y--r I tiNffi ,KAD •s. , �I <br />Mb'}{ 47- tR' . I SEE NOTE 2 3. 4 BELOw i ) ( Pµni {END FAMIE7.I I ( AND.) ( {"RfAWR rA1EL) PANEL) � V3Y 4 \`.i ':�. - i \��`" f -) pP I 7 V„- <br />y FR:YtA&D CAA# $0 MPIWW DETAIL 6J a` ( 1 ` I I (I SPS NOTE 2 A a BELOW 2, 3. A $ELaW 4 I r f ! I tJ - $ RfP1 1 - tsE - I rJ <br />i 1 I I _ C/ <br />`1 � 1'�_ <br />""„`y. A(L A�.tRAVELR w I© STORM PANEL I-----2.47a 3pry/� �.�}q x, p��E� ._ 49 x L i ( I O <br />REVERSED Odi_TIYi"_..j }t/ O w _ I R I I I `• I I <br />�E`nED U TRACK " t` jll <br />....._l..I <br />"" `' • :... _:._....E._.__,_.. e_ _ 'd".= �"�r.E .. ,- .. " r �L• • - ... ... _ �. I o�ia wig ! II� SEE <br />S�W9E�t WE2Y 1 _ � kC iSIX .`*,-`'• lAt,.....•. + 1VieE.LMATE (tYPJ I--' FORM, i✓r!-'apPf/4 I ROa NTH' . -• i ( i y yry'I ii <br />SEE NOTE 4 15A __�� i I l NSCNEN 4 1Ji'i-gaal{' at1 I PAJiE1'S END 1N+ 4' �3• , BE1,SWl=-<`n• Nor 3L,.. B,_ _..-,.- a 9EPAAAli9p I LL SGRFW w BEWVNTkTN 5TE S{AtlXAE I T <br />"' rW CONCRETE NA'dWRS: 9EE BD.trol TO MAW / I PO I / ,*�8y 9j oN 9#S( 2b a M N <br />WV MINIM EDGE. ^. 7"0• r- Max. � FOR WOOD Mp . AN7AYpOB�E LOCATED!. _ I 7l�-aktU/f32• aIASB. I 7 Ya,3l3r v3 '"`NOR Rn 9FPM4 ( 14 III' wl 1 t0 PASS. C €W3M LIEN �..i .+' /" --•. f ..254. T. s7i'-"-SIT S C'aNNF:a09 ZB '.. T. M INIERIORGPM&T.S, tA`L I I Nd4RUR 1 L9fNtAP A I ;I a 43 <br />^-� �/'� !7 1 1 Tl2'i A END RAk?X.9 I w ���sss I t u NUT 0 Iy I to ORALS. 7 <br />Rw1a3Y• t $13 �il ��rz 3� d(� Wj LB1 Wj"l:/" A 1"• • +UST PANEL ji TO AN4TALPED AT EPCH ; i ; I 7E 1 9 GY&Y IN08AP ( /,,({' <br />' CALL S U) <br />LAST PANEL (i� TO BE piSTN1Ell AT SA//6`Ai aPETaNg SHALL RETURNS g 1 1 <br />' (`-_' I REM HANDLE TIC FACIiTATE RRSfAUATOE ON EQ8 F INTENDEDMANDL to 8t b TAUfU FRPY H I ..._j.._ _.. I ; _ ..L _. S 1 <br />tiTy OPDANC ALMNTS CE PRTtDED wTYPICAL ELMT1 <br />o ! 1 Lii X <br />.125EMENU�D/E NO FITS TO AtiEH iiFOM - INSIDE OF STRUCTURE 1 1 1 � I I - 1 <br />EEBO <br />g I1I <br />' i ._,' f•. N 9GRE. 3/32'„ Y 91Y1d 3/H-;. F' - dm N 8 I144 <br />?' 3.7s0' i- I -,/a' LIxP:. r+r Ala• DINED aAP 1/a' Mm'" GAP l"- i i' $ i i I 88 iiAiT'L',' is ""a 1 . _ tI4• Hex CAP .,_- ,e F 1 6 g u <br />ISOMETRIC 'VIEW DETAIL A 2.boa `3' 2A06' ( /ry - 1 ��t � r r.r �) ( I <br />ROUNDED CORNER O ENDS OF PANEL'S "d 1 Q & d t '� :;3 a ,• ( i ! i <br />END UP W/ HEMMED EDGE r i aR 3 w/ 11R w/D $ IEl <br />I � .7SU" - Tm1utE LacAnO+ <br />I - SECTIQN $-B �iDro e 1 H I (N:T,S) t._._- I _ 1 F 32S` NOXESING" .. t' Omu { <br />-.., ._. ._ L .sue 31�" . T•.. x"otawm <br />� CTYD) ... __s• Mxx. Nam : 0), DEFINITION OF -FRIES tUtlNI: � <br />r_ � f --("- -._.: soar /. 3 csnn <br />___..._._ E - Z NANO STORM PANEL SYSTEM CONSISYNO OF PANEL ♦ a[aUwc � 1 # :•`ii<? � { _T <br />Lunt. TRACKS AT TOP a PANELMAtE PLUS OR W LONG .__ I ' -� t � If i, l�ywlrz. appl �F I/""ate" <br />--E.,.-., tEjAT BOTTOM Y1f RANELMATES. I :'ImsYtrPta ,_ . . m3 �- ., f' yr+Asyl>Ka"• ? -'I •NIT...K�,I.3/s7' <br />W Ir w w (1)...!) ..GE RIFC 7 O; ErP t. T SSTOP a BOTTOM, M CAHSt5FIN0 Of PANEt (2), END PANELS SHAM. ALWATS BE OINdNEG`TED i0 a'JO ND SILL WAl.1. DY MEWS Of v IaR 4w alas-sm/s' kY) W .I' ` hWic, aO,Awl 'i ils°P.•aw w• T/ PaRalr <br />tep�N'�fr / t, •t F,+ NCR aP1 'f- RO.Ata / <br />:(d-,•-.••+AaCA1DD: PA . iL "{ItIRx,i N-UIYL. AI'Ilit.� (2;I. D PANELS SHALL ALWAYS 11 CONNEL"TFA TO i9OITOFY :TRACK OTNERNISE A. S"fGP 6AR PANE'LMATES OR, it USED Y Wj a6. 14NG' '9''RACR AT 801tOM,, END PANELS j f __� GIVE: <br />uews�Xx'�''�J -�� Iu rlt�,.l•�' lwNesct 7ttc <br />1�� ! k , • mtsaeTc NazORe a ¢s' uAo.. aH SEEN Isi .,,. MNN TArr <br />I 7..4 MAD€ SHAD, S PROVIDED AT YOP 4F PANELS, SEMLL BE CONNECTED TO Wf tJ4"P-,20,ei/d S; WJ 7 2 ,Ae W <br />8061-TB AIDED. ALLOY WING NUT DR 1/'4"a-20x3�in. TkICDABSAREW INTO TAPPEq�1 (ECEPT AS oN arcEr ax) •' i� " ♦/1 <br />7•� t2,5" (3), If END fNVNELS ARE CGNA(EO)i:D i0 O'('[UM TFAO'K, CONNECY'!0N SHIN_ CONSIST Of DESCRIBED ON NaTE (3) ESQ, _ WALL AND <br />I, t', L av war 917 Wit. V <br />t wj 7,/R'axsd3'2 YA.LKr. Nur OR af4'iI,914" MI, THUMBSCREW LL IYIOUNTLNG <br />ItOCI TAPPED` BOTTO)A TRACE, LOCATION LOF` S,AST£NERS MAY BE AT EITHER OF 1W0 (3). FOR CASs$ OMEN ENO PANELS ARE USE ,KiINTLY WjLONG (I A7 <br />- EXTERIOR FIAT FLANGES OF END PANE}. A.1tTOM BtIT EAB) PANELS ARE tiOF TD BO'fTde 7AACKh2 . X'STOP BAR SECTi11N q�� i <br />.,-- Be" 3/B-t' ELOgR TO C6IU 4UN�i.ING ENT. BUILD -OUT RFiDINT II'1'L". <br />CFO SHALL BE PROVIDED AT TOP N 5UAN PANFSS. SCJ1F ' -"-"•• ,GTiCAN-- - � SEGTKiN 7lF .. M <br />(4). IN ONLY THAT ENO PANEL'S ARE NOT t'ONI$C1LO TO BOTTOM tRACK Ii.a. A STOP BAR (4), FOR INSTALLATIONS WHEN END PANES AND SOFAS INTERIOR PANAS ARE DIRECTLY r 4- @ P6lIG•U: ■ ■ 9 <br />IS ONLY USED AT COP) AT LEAST TWO RANESS $HALO BE CONNECTED TO BOTTOM TRACK pg� SIB-;' SCARE.3ja.t` <br />IA51N6 SPECS IN6WAtEO 0)N NOTE (3) ABOVE. N SUCH CASE. CONNECTION OF PANELS MOUNTED TO EXISTING SILL WALL BY MEANS # PoURY`JMA715, ONE INTERIOR PANEL 1d 9NDAVWM <br />r NiNwj MAY Be USED JOINTLY W TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WALL n Al TOP % AA It7(1fIFIFRWt <br />ppp [�//�� TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (,t, w(I�t FORµ+ <br />' v +.'.'`V (5) SEE SECTION V, 3' 8 a" ON SHEET 24. SEE ANCHOR SCHEDULE M SHEIK 25. ®EMOiiAAt kE fbp TH<S a StWNOWPN OAnD'F H'� w ! yly�,3 ODES y), i aF wRt . g O (� {p� ATE eOTb,i mx9Co aR �xooR �`aal.rtEA A tt(,� J <br />Mt)pHNINNNP id <br />NOt NEED 70 BE CONNECTED TO BY AHY MEANS 1RACK 2 SHALL BE INSTALLED z A, M ,1+AtpN 'r1PE ON 3rI�T 2i . <br />aS•t�AAAA fr T7L(/"�S 11�E3R TNhovFR(,WS ADJACENT UNPEMDaYiT.E Lfr1' & RK§D' Silk �xm PANEL) HAVE 8 a'0i3,t�lEM,s�;';`✓�"a c <br />ND. 44167 , -�'. 10EN `'-. ° I a <tre FaLIBlLMTmH a NO, 44TBI G <br />FLORIDA BUILDING LbDE Hi h Vii HDrEfean$ Zana 1.�1--: TOP I �TtL A Feawr CAN <br />rx T FLORIDABUILDING CODE Hi h YFIIDeity Hurricane Zone .w - -L *. • FLORIDA BUILDING CODE (High V•IDOI} Nurrlcane Zane \.--- 0 _ } Q <br />F ^—.750 taDaa 9 ELYA INC. ii, NaDRo TYTEW. tl G I { 44 MY W r is Sort — = t : = a3Ma niEcn, sG rp <br />L-3' Max--F 4` I'•. ATE OF 20 MOE GALVANIZED STEEL STORM PANEL ORAp 91 ? N0, 4 1ST � 20 GAGE GALYANi2ED STEEL STORM PANEL , �.q�., STATE OF i 20 GAGE GALVANIZED STEEL STORM PANEL �. z <br />-, .+�.+.rmf'yhow .�Ii.� an . F,ae,Y ms+,w� � m/sefaoxa <br />••�� 5�.. 3 ♦� e ...•..• '---•..'' GLOBAL PROTECTION PRODUCTS LLC- «,. ACE.. SCALE 1/2" . 1` - ` �•-�_'• ,�: ,>(' �`"� GLOBAL PROTECTION PRODUCTS, LLC. aNG <br />3R� (Max.)-.49M. ANGLE STOP BAR •A", Sl mai / ., ,g�+ - i L E' C f , Kc. ' "Sz: -4 SCAT DF ' �r - -- _ _ _ GLo.RAI- PROTECTION STROI1tICTS. LI.C. �U�gyR y i z <br />TtJ IVANf( ! r-T,, +j+'+ } 4am SVI 51 MEET 'Y,' 'Y AMC. 33:G'p.-D t B�' <br />Ill LONG t W. 7E"TaNO a 1?IaNE9MNo COMPANY OA1IL FL U311 '� L;i'•, f( D ' Hem SLr. bi BAREST /.. INMta L l.`.'C Q ANC- +860 S.V. Sf SItffET <br />AR a, i. aoA aAwpl, A THIN PHO(k' {eBF7aba-lS.b, RN,i (as4k"a-e7a7 20-175 y .r {I ( y • LYE. a svi+ t R I A iXld` , a EE No Cover Y m fl« 3ss+a <br />ti0B3 T5. Alum, ALLOY r/ Pnx»' e, a1_1m, .` ""ma n,_1a, A•.. m, sx ATi ,+woe rs alas THINE (au)e"9-7W, TINT tRb+ r"laa 20•-i 7B AA . a, r Sky +vMan aNMnN, a aHr W+aIC as4 20-T 7a Q <br />„•.: oAwxi4t Na: ', {t', (3 �, I/ { )_•ttrs, Fwc (astlbbo-�n97 <br />Ch_MIwti h,.A ° s l 1 ' -- w,-'r I>abt irI-,are . a-. , Pny at-rmr Pm•r •RANI s»-Imo . N.. PPN ,n-,mo <br />R.F.AL(C+MiUR£/IAI€ �A' ,nmiPTAI, W6 re: aoxl•,w, ArYAtpDN t'yfi4e g, aEygJg(Ny+iURENNrz cA-4mB7sR aww. 1�'s a,s.Alx,. a.a•aiN x,R. (.Uwta Ho: P.E SrALIWNATDPf/OVE OA-OdaoTla x. >ol�x acw -bnPti J m IIPAIPIK+ w: <br />MALL A NY P,k _ Ri, A Sr.. P,& a mt 4 . .. i41LTER A IIILR' JY.. PE + aIA ta,lAa - : - <br />441 L '. WwGT 2} OF ai <br />SHEET NO. <br />IS 1.2 <br />1 <br />Tlw <br />}_., .. rori,x., ,.,•.. -..G ..: ._,. .. ::. d Ii;t..,.iB..e.,,a5F1. <br />