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A 3/s2, *R;O OUT �,-S,l �"jlir'l � 3/32' WHO I <br />I � � W#S0ED 40 t2 1/2� aC - WASMETL (IRMSO) <br />� - <br />'i <br />lif <br />1� �l <br />i ,,I' 11,T! i I <br />�l � �l I i, hl I � ] "ITT WASHER '81,101,D) <br />I , � I <br />- I HER & 12 I/V O,C, , <br />- I'M I � , <br />1­ �l I i . <br />%� I � , -, � - -4 TAPGQN 0 11- oC- -_y4-4 WITCH 0 e OX� � <br />, I V4 - I ,In � <br />n, . - _ , <br />, : I � � ­ --w �A i5TAGGOIED wl !mm) -- i <br />".11IRWICITH , <br />�l I I � i ll"-,�. AT � <br />� <br />� W T-REACED � MIN, lHAEkOEo OF PLATE � �l i , <br />I il 'I, i", - ,I <br />� <br />� , z , � A"01 �, -. -I <br />L: - � <br />- MIAMIAN ­L ,-- TON <br />- -1�1 I—— , I OF PLATE AT MLOWGIR , A_"4r PLATE $1 ATE <br />, <br />f , <br />��­ ------- ­-2',4' WOOD PLATE ! ­­­­ To PLATE ', <br />REOURED Rux ALLOO WALL MO UADON <br />WALL MOUNTING INSTAUATION WALL MOUNTING I$WLLATION ALT&RMjLW,jAW 9 REGULAR PANEL ALTERNATIVE 2n <br />A%MWE ALIERIJAMT-Miff SCALE 3/w- I, It LIFE M= EMEL <br />W SCALE ;S101-1, <br />I OULAR EMEL & UEL UM PANEL <br />SCALE 3/t'.1, SCALE 3/8`� 1 " ", 4 6 A 4 I I I I ,It I 4 1 � �, <br />A <br />j 0,, TIQ/p ,& <br />,< <br />, k <br />NOTES e N ........... �/o <br />,,ENse,*-.� <br />. r . <br />,0:�0'1..-*,�x \ FLORIDA <br />I OWAUAIID-S ARE ONLY VALL' FOR BUILDINGS WITH A�S�D. DES" LOAM . BUILDING CODE (High V41-cify Hurricane Zone) <br />f F <br />UP TO *554, -72,0 PSF At* PANWS LENGTH UP TO W-07, 0 4 1 --, s zwo BLIEAD, d�- <br />i ; 19 I I*E 2o GAGE GALVANIZED STEEL STORM <br />I <br />!ANEL .� �r� <br />T FOR NEW WOOD FRAME CONYMCRON, WOOD MEMOM 10 BE SCKA"Sh ;- " , , _ <br />PINT NO. 2, W/ EPSOM DENSITY or 0,55 OR EGUAL ;_ A -,� I � ------ w/aluao <br />, t; 1� SIA t *;�� - �#- �:,> - - GLOBAL PROTECTION PRODUCTS, LLCJ �ml <br />��O — — /TiLrEco I. \ <br />I- 4IXt, SA 5, STREET <br />;% PL va i <br />. O.V- FIL. =1 <br />W"" <br />I ;A�. .. <br />, I 6 ..., . .. 1� ,,� TRUP I=! A, 04191IMM"a COMPAM P.R,O I. <br />- - ­ - -AA.A.., ,,, ­ - A)m­5, TOm, rgultus-sm 1 20-176 <br />", - -I-,--- <br />4, SIO � L , vw ­ <br />00off ol-llkfi�;i; �v-- � =­ * ii ; � ;,il ... I "I <br />I i <br />��*� 5 i ; i nqi�- :-,. �-- <br />I R.. <br />!2& m lit f I � � I <br />I I <br />- <br />COMPONENTS FOR SERIES 2000 & 1000 E-jJJANG STORM PANELS <br />(SCALE 1/2-1 -) <br />­--2-691--� <br />-------- - -- ---- - - I------ ­­­- - - 1 5, 1 26' (TOTAL WAYTH� - - ---------- --- - - -­ --- -- ------ ---- i�- ­--M..7 I -1591'- <br />. � i � � � IZ-1 <br />-so' <br />----- ­­ -, - --"- ­­-­­­-­­,Iz,5CO (LFIFECTIVE WfffTMj­-­r­-­­ ------ l­­..­­-----­- � [1--­i #­2 I N�l <br />I 1 7 IF --- �, 11 - <br />I �- ­-­-­­-­­fi I/4'--­----­ I—- I . � , � i ;,,�, <br />i , �, , - ­1 <br />�1�='--, �T.vo'- �, 1,350�- i ,N,50c, , I <br />; - � ,; -� � , 111"' ", I <br />, t � <br />, , �,F 1 i ,��, I 1 1 ,.^ � <br />, 'I L � , � <br />I <br />_ ­ _ >_� 11 , on. � - �1075` I i <br />2.50al � <br />� ,- TRI, ; I <br />, , . I <br />I /------,,, I . � I � � <br />" �-- i r . <br />- "�Ga_ __ 118$7, /---l-;tlN �mcll - To I -ODED. <br />me* Mlw THICK :L5w - � 2 <br />F 4� , " ,,,, /, _ , - Ts' \ - 4ALVANIZED STEEL E-,,r,� � ; ! I i . - <br />, -, <br />r I � l* , � <br />2�Ubo, 4 , -rep, ASIN -053 � � 1 2. i4 � <br />i, r '- _HEMMED \ � -L I I <br />,-, , "" MAX AT - � ,�� i <br />� � GRIOT: 50 MINIMUM / N I t, --- J. i � � <br />\ -- t i <br />< <br />i � I : <br />- / Fl- I I <br />L-WILIAIL A N " 4 <br />it, 1p <br />� ------- , I �. 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I z <br />ISOMETRIr, YIEW-ALIA" Z 1 � loba, I <br />ROUNDED CORNER 4) ENDS OF PANEL'S i ­--4 � � I <br />i .125".,So. 1 i � <br />I <br />END UP W/ 14EMMED EDBE­ � I <br />(NT.S) 11 U <br />_3 <br />- - -11=�­ �j [­. ===� �Iw <br />L: I <br />11 f - it <br />�--1000-- elwl� ­­­- ­­­--,� wO,­-­--­­-­ � i <br />(�) -r--� (:�) ft�� - PWIDE (�) 2. 5*(Max.) AWM ANOLE <br />-1 F- 125' 6061-76 Alum. ALLOY <br />I I -11 , - <br />- . I <br />- . I ON <br />. � - I OHNIMI <br />q � 's-0 �:. ��";,, I,,A <br />� ,4. cryo.) leo*�%�, �. ', <br />I * %�Wf <br />0 �, s�-..��%, <br />�! � [ I �-- I- .� s <br />I <br />I <br />. <br />� --------i ! s <br />L 1 : No.44167 ". % <br />I— -!::=:=:� = . . - <br />1­ LL-------. -1 *: I . - FLORIDA BUILDING CODE (High YeloclfX Hurricane Zone) <br />� : � <br />-I I-- ­­ s .t , .** == nt=, 04c, . 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INSTALLATIONS ARE ONLY VAUD FOR BlU=NOS WITH A,S 0. DESIGN LWS � * " <br />*. -'- <br />UP TO +�,bZ� -72.0 fSF AND PMAWS LENGTH UP 70 6'-8'. s - > Y <br />S-O-. s 47C F7�Tt� — ­\ GLOBAL PROTECTION PRODUCTS, LLC. -e`w`Na <br />2- FOR NEW WOOD THAW CONSTRUCTION: WOOD MEMPERS TO BE SOUTHERN - ,-. / RIEC :t"- 11HU <br />-, ,P <br />I 0�. 0 -Z�C> INC_ N 4w SIX 51 SIRMY - <br />a <br />W,;Rt k- <br />PWE NO, 2, W/ SpEcsm m4sm 0,55 OF? EQUAL , TRIJT D0.1% H­ W14 <br />`­"."!�z - - PHONE_ TW 20-176 <br />,� NO )S-754A, IAK; ��)64!9-0)07 <br />Aa _ <br />,,,�;S, VA-0000HI ­ I - ; -* I - I- ORA"0z ft; <br />, <br />I <br />f - = rj k A'i , I � j�i�--F-!+------4--- SHEXT 29 OF 24 <br />1 1 <br />- <br />'/24 1110, �S-a 1, � all"Al <br />/ <br />",24 11 <br />T11.1'SiA�11 24 P We ON wo (g), (z) <br />V/243�1, 4'/24 (sm NOTE 2 maoin, T,- Mo. 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Z, 11 I t/2 <br />1- NOT -, : 0. sem �s INTERIOR PAMELS� s­ -­.... <br />E -0GE0w,-W"G@-(D " I - <br />I <br />BELOW <br />=rL,lP lit RE R*j=,AT �/- I <br />� . I', PANEL RE - AT CACH. I E. <br />are", .Pa. RE . ALTIAYS - <br />121CAL E VATION FOR S = 20OQ BEAR `UVLE TO FACUXIATE �= 9AL EfflQN EQR HEIQ IF INTEMITED TO BE INSTALLED FROM OON I <br />'goo L wm HANDLE To "c""GE NvALLA <br />P WMNDED TO BE INSTAUZO FROM I <br />"DE Or STRUCTURE <br />­4 <br />&-Z HANQ Lvtm MOE W STRUCTURE 900 3or - I- <br />[-I/., �, W . -f/l' W, � J r-t/4' ul, W - 114. Al.. GAP­J� <br />I <br />I � . I - -- - 11, <br />-P2�Ql����� � <br />0�� T:s�� \-/I i--./- N­Z-21 <br />�w/ OR - (9). 0 �� / <br />10 ,-lww�lnon <br />90ON A �EQJIQN B- <br />TIME 313r - I, No . sOADE sor - 1, <br />0). DEONITION OF SERIES 100t E - 7 MANG STORM PANEL SYSTEM CONSISTING OF PANEL * <br />SQU.S- TRACKS AT TOP & PANELMATZ PLUS OR 15- LONG <br />VATEDTFICIM W/ PAWLM4TES, <br />(1) �XWjQL.Qf-SMES_Z=: CC;, Z HATTED STORM PANEL SYSTEM CONSISTING OF PANEL � <br />L TRACKS TOP & BOTTOM, (2), E AL S E CON�ECIS ' Of <br />ALWAYS 8 . ISE A STOP, SAO I N=ff 13;�`V U J% /1970 41FIX'It A'�T%A.--.l PANELS <br />(2) 8D PANELS St,KI AA IF ' 11 I <br />& CONNECTED 70 BOTTOM TRACK OTHERW <br />j '4 S, <br />SMALL BE CONINECIZID TO W/ 1/4�0-2'W/4 7/8!lk3/32' <br />6 SMALL BE PROVIDED AT OF SUCH PAWLS. W/ <br />WIND NUT OR I/ Min. THUMBSCREW INTO TAPPED I�CEXCEPT AS <br />� �El <br />(3), IF ��D PANE�� ARE CONNECTED 10 BOTTOM TRACK, CONNECTOR SHALL CONSIST OF DESCRIBED ON N I W). <br />1/4 WU NUT OR la�W THUMBSCREW � . <br />INTO TAWBOTM7.0% WTR/AC 00 PAN OF FASTENERS O'NO'EMMLYTON If'" <br />0-2 7(8'L -2434rN " AT OTHER OF TWO (3), FOR WES WHEN END PANELS ARE `N 0704 IRA STOP BAR <br />Y R14" Min� P f­QNGCTXR<&,(P AT <br />t)(TEMOR FLAT FLANOVE Of' END P rom SIR MO PANELS ARE NOT <br />SMALL RE PROVIDED AT TOP OF SUCH PAWLS, <br />�4), iN CASE "I END PANELS ARE NUT CONNECTED TO SCMIOM TRACK 04; A STOP ETAH (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY <br />S *CtWIL�& TWO PANELS SRA-lL RE CONNECTED 90TTOU TRACK <br />dff 'ED MOUNTED TO E)4STING SILL WALL BY MEANS Or PANELMATES. ONE INTERIOR PAN <br />I <br />JOHLY <br />L4ADTjrp) I <br />US NG 5 (3) ABOVIL N SUCH CASE, CONNECTION OF PAWLS MAY BE USED JQTNTLY W1 TRACKJ AT BOTTOM ATTACHING BOTTOM TRACK, TOELWALL <br />OV TRACK MAY MOUR AT ANY PANEL LOCATION. , <br />To DOTI, W TWO PANELMATES, FOLLOWING CING SHOWN ON ELEVATION <br />S <br />(4 tE SECTION V, 3' �,, 4� ON SHEET 24, SEE ANC14OR SCHEDULE ON SHEET 25. .4� EDGE DISTANCE. FOR I F-". 'T'/ V Ug <br />-,= Ums,,-w <br /># ty,%01111141014,0 .."g.- , <br />"ma EM&L ` (WfALLED <br />NOT W. 11 BE Cl. m t t LEFT <br />IUC14 THAT ADUACW <br />I <br />PANELS & RTENff SIDE OF CRIOR PANEL) HAVE <br />, � �, . TIL,;, THISTIR OVERLAPS RETAIREDRY % <br />,� <br />'*', <br />.. <br />11 � . ­ ""' <br />I 1` E . . FLORIDA BUILDING CODE (Wgh VolocHty HU cone Zone) <br />t� -, <br />- <br />I <br />---- <br />.me DOUDO, W, <br />i ... No. 4 167 ^'. i 20 GAGE GALVANIZED STEEL STOOM PANEL U Fn <br />. RAW "". <br />1 * *. (Z� �=----- ­ <br />�, ;� <br />'\ <br />I <br />" ,,!;� - <br />GLOBAL PROTECTION— PRODUCTS, LLC� 071,1A =20 <br />z � a/ <br />S-O'.. S OF .;;�k,­ - ­­- ,- <br />, <br />/Tl TLETO I IN - - <br />� "Oo .* 5 WNW — <br />�S­b <br />. ,�-- "10 VA- .,'#-w-'- TILUT TICS"Na A, DAW. R­ =H. <br />. / - ==* .01rm ,I DA5,fTm-?-w, TV, Be")".-M,r <br />11= <br />��,,­ . ....... r" v 26-176 <br />"1-1-111��V;Alolftjf <br />I <br />ZILS <br />L, �$ � ��i A" - - - <br />I ­ CA- - * - I—— <br />- " ORA00no 14Ai <br />. I "'I'VIT -- sm,%D%vqRE- - <br />-=-,-T , I - I , I - -- <br />-- - <br />--= <br />I I <br />INSTALLATION DETAILS FOR OPTION 12 FOR UFE SAFETY STORM PANEk-519KM <br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTM <br />­­_`!�' L AS - TA -CON ANCHORS <br />, _t� TWtON ANCHIC 1 ­14,T. <br />. a 9 O.Cl <br />---- -1 <br />� <br />i <br />� <br />I <br />� <br />s <br />ft <br />0 <br />i�� <br />ig <br />�l I 9 <br />I <br />; <br />4 <br />i <br />; <br />: <br />I <br />� <br />� <br />I <br />, <br />I <br />I <br />- ------ T <br />us IN/ <br />, WASHER <br />3 <br />I' L, -- ,�CUNM CONCRETE <br />OR CONCRETE, BLOCK <br />REOUTRED <br />I - I MOLUNTING-14ULLAM <br />SECTION 5 , <br />a EGULM ?MEL <br />SO%" 3/a--l- <br />SM SHEET ITT At 20 FOR ARCHbRS IYPE A <br />AW"m Im, <br />­X*��j <br />vpwNn <br />f/4).­ <br />SPACIATa FOR TOSTAW.ATIDIIS IN" WORD <br />- - <br />w,, MCNOA, vAoNm V') <br />� <br />3 <br />FRAME BUILOORT. <br />"INDIA AND" SPAaWA AND JAAMMLIM <br />MOE DISTANCE AK INDICATED ON THIS <br />, <br />A— fo�- (.0 <br />; <br />I <br />&CHER" MR ". Um it" INDICATED QW <br />SCREDIKE RVEM ANCOW SPACING BY <br />MULTIKYNQ i;PN:*Q SMO" ON SCHEOULE <br />F-A*A,l loA-, 0.) <br />� <br />- <br />,�- <br />3,/2 <br />"I <br />Mtk rA mw wwl:0 <br />Raft <br />By THE FOLLOWING FAO�Foft FOR " <br />OPGAUN TO BE POSSMILF MUM <br />-­----�Jl ­­­-­----­ <br />-­ <br />, <br />-�� <br />­­­ <br />� <br />- <br />­­- <br />SRAL�M =A010 USIHO SHALL NOT <br />BE Ims THAN ."AhAk S= NOWATED <br />FOR EACH ANCHOR TlPt GH T-t$ SCHEDULE <br />2 Ter - <br />----,-- ---- ,---- <br />I <br />---­­�-­­_-­-­ <br />--­7 ­-, <br />,-m - <br />I I'--.---- <br />- <br />--- <br />I—- I- <br />I 1��- <br />I 1_______ <br />3_1�2* <br />.- <br />-, - I <br />-=X.. t 1 1 <br />Q) <br />I i� <br />- -t-11-T - I! � <br />� It,, <br />i � <br />IN <br />I <br />=­ , .- -,I, L -:-If <br />­ ,�,­::::��', <br />�, I <br />- - , X�, - <br />� <br />92i <br />1­1'j­ <br />, I � <br />� <br />I � <br />4 <br />-� <br />, <br />JF T <br />-- ­ , , ,�--tl:[­,� � <br />," <br />­- ,- 'r ....... <br />�, * <br />" ,,��n; -� � I , <br />I <br />� <br />s. <br />i <br />� <br />i <br />b� <br />. 9 <br />�� A. . ­ i--- <br />O�~I ! I <br />, <br />, <br />, <br />, <br />, � - �­J <br />=-=--v.,--- =, - ­­�,.­ll <br />I � I <br />-- ---,-- <br />. I I <br />� ; <br />I <br />i <br />r <br />� <br />� � � <br />� I <br />; ! <br />� . � <br />. I ,-�'�-,,'��:'� I <br />�? ,`�`."�!'� i <br />* � , <br />; ,�,�?, <br />I <br />I <br />� <br />. � . <br />� <br />­ia,l S­ <br />� <br />� I <br />! <br />I ; <br />; <br />f <br />I <br />! z <br />� P-o# ,��/, f <br />, t � <br />I <br />� <br />� <br />� <br />5 <br />� � �,�l I I <br />, <br />. <br />� <br />1 '2 <br />,,A,,RRI , j <br />1. W.I I <br />I A"o � <br />I I <br />11 <br />� '�� ­ <br />- � ­­j-­---- <br />i <br />I , �'? 111--10'- �AWLAAATE PLU= <br />� ... ­ '* . 313r *04 7419 <br />� fSEYOND) <br />, <br />­ --louRET, CONCRETE <br />OR CONCRETE BLOCK <br />REWRED <br />I'll, <br />- I <br />-1 - <br />I N-m <br />9 LIFE SAFM FA <br />SCALE ver-1, <br />= <br />, = <br />ca <br />�w- <br />g <br />-E 'y � <br />I 0 <br />_; I, L- <br />. W Cc = <br />7n " -4 <br />In = <br />-cc 2! - <br />3: 2 w <br />CL:!5 <br />. L. E <br />�- C, = <br />w U . <br />cr- <br />- 5 <br />Cc �: <br />W CL: <br />= .5 U <br />�� W A <br />C= .:! <br />- <br />GmER& um. Y" "- mmr slofiv-P&MLsam <br />1, E-Z HAND STORM PAWL SHOWN ON THIS PRUTTLICT EVALUATION DOCUMENT (PS,V) HAS BEER VERIFIED FOR rO4PUANM IN SA) MINIMUM EMBEDMENT OF TAPOON AN04ORS AND PANEUMAlt FEMALE 10 & FANELMAJE PLUS INTO CONCRETE 7 <br />A"OROANCE WITH THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL RE 1 1/4- <br />1 <br />DESIGN WIND LOQS $MAU, BE DETERMINED AS PER SECTIOM 162JO OF THE ABOVE MENTIONED CODE. 8�2) MINIMUM EMETEDMENT OF 1/4-# X 718� CALX-4N ANCHORS SitALL BE IS 7/0' TNT,o CONCRETE, <br />FOR A WIND SPEED AS HECTORED By THE AHUSDICTION WHERE THESE SHUTIFM WTU, BE INSTALLED AND, NO EMBEDMENT INTO ANY FINISH MATERIAL SK41 BE PERMITTED, <br />FOR A IDIRECITONTALITY FACTOR kd-0.55, Q�EJNC ASCE 7-1 0 AND SMALL NOT EXCEED THE TAWMUM (,ks�D,) 1/4' 0-?.V SS SIDEWALK BOLTS USED SMALL BE LONG IENOUGH(ETHOuLD ANY FINISH MATERIAL- OLIST) to <br />DESIGN PRESSURE RATINGS INDICATED ON SREETS 25 A Z5� ENGASt' �1/4' IWO ANCHORS. <br />IN OFIDER TO VERry THE ABOVE CONDITION, U1.514ATE DESTON WIND LOADS DETERMNE0 PER ASOS 7-19 <br />SHALL BE FIRST REDUCED TO AS�D- DES" WIND LOADS BY MULTIPLYING 7REM BY 0.6 TO ORDER I 0 8,3) IN CASE THAT PRECAST STONE, OR PREQXST CONCRETE PAWIJS IRE FOUND ON THE EXISTING WALL, <br />TO COMPARE THItSE W1 MAX. (A--S,O) DESIGN PRESSURE PATMOS IN04CAIED ON SHEET$ 25 4t 26- ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANORCIRACE <br />SMALL BE. AS 4-OnONED IN 8J) AND IN B.2), <br />IN ORDER To VERIFY THAT DOWPONEOTS Ago ANT� AS ON THIS P.S,G, AS t OVER STRUS ING <br />TESTED WERT NOT SEO, A -13X , GREA,E <br />IN ALLOWABLE STRESS MR WIND LOADS WA�E _Na USED IN THEM ANALYST$, PASTEMS, SPACING TO WOOD HAS BEEN <br />OPTERIONED IN ACCORDANCE WITH N,D.S. �QIS (C) AW04ORS 91ALL BE INSTALLED FOLLOWING ALL OF THE. RECOW04DATIONS AND SPECIFICIATITAN$ OFF THE ANCHOR'S <br />MANUFACTURER. <br />STORM PANEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIE0 IN ACCORDANCE WITH SECTION 1626 OF <br />THE ABOVE AI--`DDNED CODE AS PER FENESTRATION TESTNC LABORATORY. INC. REPORT I 2032, AS PROTOCOLS TAS-201, 17. IT SHAlt BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHAMER <br />,AS�202 AND TAB­203� IS TO BE ATTACHED TO INSLREE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY AS ATTACHED TO CONCRETE, BLOCK <br />2, THIS SYS" HAS REEN DIEWNED 10 RE 04STALLED GO THE OiJISTOf Or THE OPENING ACPMING; lK Orl"IND FROM IRS OR WOW FRAME BUILDINGS, <br />I <br />INISIOE THE USE OF A LkODIER OR LIFT, THIS APPUCARDN M VALID WHEIA NS%ALLAPON 15 INTENDED Te SEE PCERPOkwD 12, THE 11,STALLATION CONTRACTOR ISXr.1.11 AT SHUTTEI? COMIRONENT EDGE$ W14101 REMAIN IN CONTINUOUS <br />-DOM IM D/11K <br />NSIDE Or STRUCTUAE� PAT I <br />CONTACT WITH THE DIJIURING TO N 04TRUSK)k CAULK AND SEAL SIMMER TRACKS ALL AROUND FULL <br />;5� SERIES TOM INSTA"TION I' APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN NSTA&IATION IS REQUIRED IL BE LENGTH <br />PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY M114 SPECS INDICATED IN THIS DRAINING PLUS ANY BUILD340 AND ZONING <br />4. SERIES 2000 INSTALLATION o APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTM SUIDERS STYLE, WINDOWS WNW REGOTATIONS PROVIDED BY THE ATRISDIT ION WHERE PERMIT IS APPLIED To, <br />JNET <br />� ALLA'TON a REQUIRED To RE PERFORMED FROM THE INSIDE OF STRUCII.W. 10 ATMUM YANIDOWS AND DOMS, ANC� E - 2 RAND STORM PANEL VSTEMT� IS PAW P00M. <br />5. ALL ALUMIWM E)iTRU$ICNS TO BE $083-T5 ALLOY AND TEMPER, (UNLESS OTHERWISE NOI <br />TED�) IS- In) THIS PRODUCT EVALUATION DOCUMENT (P.E.O�) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT' PROVIDE <br />INFORMATION FOR A SITE SPECIFIC PRWEC-p i.t, WHERE THE SIT-' CONOMON5 DEVIATE FROM ,THE PZD- <br />k AU- ALUMINUM SHEET METAL 09ED AT CLOSURES SHALL HAVE 31GS-HI4 ALLOY, <br />(I,) CONTRACTOR TO K RESPONSIBLE MR THE SELECTRON, PURCHASE AND INSTALLATION INCLUDING LEE Sop n, OF <br />7, ALL STEEL, SHEET WIAL FANU$ SH,ALL IYYE� STRUCTURAL QUALITY SISIS­ AStAA A-$" GRADt- So MIA,, 4ALVANtZED STEEL THIS PROCKICT WED ON 11HR2 P,F-C, PROVIDED Ht/SNE DOES NOr DLVA-,E MOV THE COMMONS OFTALED ON <br />OES4GRAT" w/Ey. 5b's "t (AFTER ROUYC)� TOTS DOCUMENT! CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S INESPONSSOLJTV� <br />IL ALL SCREWS TO BE STAINLESS StEEL 304 OR 316 14SJ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS M DIN (.) THiS PRODUCT EVALUATION DOCUMENT WILL RE -IONSIDERED INVALID IF MOSTrIBO, <br />W018 W/ 50 t.i YIELD STRENGTH AND 90 "I TENSILE STHENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECT10N 2411.3.3.4. <br />(d) STIF SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR 14"nITECT WHtCM WILL <br />0 SOTTS TO BE J61M A-107 &kVANOiED STEEL� OR AISI 304 SERIES STAdRLM STEEL, Wrl 3S �m MINIMUM YTELO STRERMI4, BECOME THE EAGIREER OF RECORG ft,O�Rj FOR THE P WHO ILL BE RESPONSIBLE FOR THE PROPER <br />USE OF TH P.E,I% ENGINFER Of' RECORD, ACIONO AS A DELEWCO MINIER TO THE pJE.O, It"GLAREER, SMALL <br />10, ANCHOI TO WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER nit SITE SPECIFIC bRAWfNG$ FOR REVIEW <br />(A IQJQQEnbL,-R0WjER-QQWBETf., <br />(e) THIS P.E-D. SKALI BEAR THE DATE: AND ORIGINAL SEAL AND SIGNATURE OF THE PRIOFESSIONAL ENGINEER Of <br />- 1/4'0 TAPCON ANCHORS AS AAANLWACTURED BY JJX EIVILDEX, INC� ( L MIN. F­31II2 ;,,vit�) RECORD THAT PRP APED IT, <br />I <br />- ;/4*' - X 7/8' CALK-0i ArXHORS. AS MANUFACTURED BY DIZINALT INC� fMIN, V-10W #,�;,) <br />- 14-M) PANELMATE FEMALE, 10 AA PANCIA4TIE PLUS ANCHORS. AS MANOrAC11TRIED EM SWO CON%MjCFQN PRODUCTS. lk STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A RIDWILY VISIBLE LOCATION AT STORM PANEL IN <br />(F.-33w P.l) ACCORDANCE, WITH SECTION 1709,9­1 OF' FLORIDA BUILDING CERTE ONE ,LABEL SMALL ETC PLACED FOR EVERY OPUNIND� <br />LABELING TO COMPLN WITH S8C7IDN 1709.8,2 OF THE FLORIDA 804JISNE CODE, <br />kl) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL IRE 1 3/4' 440 2- FOIT PANELMATE <br />FEMALE 10 & PANELMATE PLUS. <br />AP) MANUA! EMBEDMEW OF 1?4'X X 7/8' CALX-IN ANCHORS SMA�l, IRE IS 7/r INTO CONCRM. NO EMBEDMENT INTO <br />ANY PINTSH MIATSA104, SHALL BE PERMITTED, <br />1/4- 0-20 SS SIDEWALK DOM USED SMALL OC LONG ENCU,qW�SHOULD ANY FLNiSm MATtok Misr) TO EN W,'E 3p- <br />NM ANCHORS, "'01001,014", <br />4 -, A Tk %, I <br />J�� ­. pp%, <br />A.3) IN CASE TK*7 PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE "GINO WALL OR otll;�; -­E *'. V,,� <br />*` <br />FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS� SMALL , <br />ANCHORAGE, ,� \�c kv.,nsi's <br />K AS MENTOWt IN A,A) AND IN X2), fl* <br />� <br />' 1 <br />*. Z <br />I z. NO.44167 , <br />= <br />(a) j0-fy0Qw--w&wmm-w&rlL�l Z* I <br />= : ;*= <br />* <br />. . = <br />- 1/4- 0 tAPCON ANCHORS AS VAWFACILIRED BY 11,W. BUILDEY, INC, - -- -- - - -- . -- FLORIDA BUILDING CODE (Hlgh VsJOOItX hUtricaris lone) <br />- 1/�' P X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY CLEWALT Wil (f',-1500 r'sl') - , � WED,), m ',' <br /># 1 PARELMATE RAWLIA007 - ,_ " * 'Pt Dk-�.� 24) CAGE GALVANUM MEL STORM PANEL I <br />- 4-10 FEMALE 10 AND PLUS ANCH09% AS WIVIXAOURIED By EILCO CONS7RUCTION , .... BI <br />tl� - - 11 11 - <br />PRODUCTS (f.-2,071 p.t,.f,) r-_;;�� <br />- ' 0� �Lm-Lpi�TE-CTION PRODUCTS, LLC, *",'�'�V� <br />/ IMECOs'mc \ <br />�­ Alm zw. 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