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Typ, il 3-SW 1. 2.;!44* , � ,�,7 1, A ""' , �, .1 I 075' -Typ. I 11 2 Sw- !1 2.244' f i � � I - HEMMED \ L A \ I GRADE 50 MINIMUM \ / "a COLY " - \ , l, DETAIL �_T / �10 I - ___�), I -1 : i� I �_�_ �___!, - . 1Y. I.P,5 � "I". I � �i -1 - A 1 , - _,_�� -t..350-- - -- I - - ,i= - - - -6,250, ---- -- - --- - - I t ___ - l '�,`.- (D STORM PANEL .250 f , % __ ____2 470* .- 1-1", 2.470"- lk� T TRACK -,, -, P)LNCILq jrk;P�QPL �"11 I W/ HEMMED CODE. , ,� <1 1--l' -, --_, ,-, I " ,,, � � 1. I _. � A 1, `,�Jmal __ 55-1 -,, - -.150'- . _. J_ - =_=�250 - IIIi 14 '�'O, - 5�3* � F - -N�,-,, - , --�� - �Ow I I- ��, i 1P 1// <, -- , _�, �Z�---_I_-' � �/ 0250- -�� -� 41�MED - _::��_ ,I25' - - 1 I Ir i ei_ 11 125' - - 1/1 , _-, z1// � I - I I ,% G, . 13,750. I I __T1 I I ISOMETSIC VIEW DETAIL 11 2,00c, 11 i" - ; ; � i : i I i I 2ODO" I! ROONDED CORNER 0 ENDS Of PANEL'S END UP W1 HEMMED EDGE I 26, 1 .7 �- l i I (N.T.S) t-1 =-==I � - � I 1 - j - I I it � _��=::4:, 125. I I -2.000--i 1.10 (T115 � - 1. 5" N.Y. - - " -1 (D .j!__Tj= PAM (�) - El�. 06 27d"Nu.) ALUM, AN 1E E'S I ZOO -� r- 125, 6061-T6 Alum. ALLOY - I fl I I I H, , . q I , 'i a- I 1; 1i i , 'p I ____1 - r.-i . F . I :!I C 750 I 65, ."It ALL r 44 t �;. lip rl . r X, (Typ.) 44� ,�6i� -:!n, /.� I 1! _41- .. i- J i i H I S -- " No.44167 `1 = = . - � I -I _____t�� - * : _41____. - - : �_z FLORIDA BUILDING CODE (High Velocity Hur icons Zons)l _ ! 3" M-.---j -- ,75W - - -- 1 .-* - ,-�%. � TATE OF , 1p, 0 -_ - ,qr :-- C__ - , , , t�_, *' _ ,,:., A ORIA -!-7-_,,_ wM 1`1`co� wc ' - 20 CAGE GALVANIZED STEEL STORM PANEL OPPIP o`,_ "' /"/= (2) ro!Nu.) ALUM, ANGLE (�) MP am - - - "",r '.1 � 4& . ,�_P_ ", �1`1 "I",", i ,;Ip -- / GLOBAL PROTECTION PRODUCTS, LLC. Doo'. I IILIECO,uc' � AP IN. tI, STREET I I' LONG 6063-T5 Alum. ALLOY 'i TILLIT TESTING & D'UNNEDRING COWIPAW - -** -f-01,.- IM lr=1.1111 - FY,,� (04 G,w_ PL 1�1 . 20-176 "7w, FAIL �wxwu-vtv' DISAxt,a - . - mal's - WN.TOR I ou� ". 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LM THAN INDICATED ON SCHEDULE REDUCE Mlow SPACAND, An NALT&L"NG SPACING, SHOWN ON SCHEDULE I -I T�-�.;;-jj) ---I-' AONUAL ED, OM 000" M" BY, THE FOLLOWING FACTORS FOR NIS OPERATOR TO BE POSSIBLE REDUCED . 11- 111,0�____ _. `L$ ______ SPACINO ORRAINED USING fA" V,Nlt No' BE LESS TAIAN IRNIJUM SPACING INDIcIVED rall EACH ANCHOR TYPE ON THIS SCHEDUALE 2 I/,' -------- , __ - ,- , , ,_�� . 11-- - - _ ____ I I Too - L_ CODE INIIAUATIO DETAILS EOR OPTIQN #2 FOR LJEE SAFETY 5TORM PANEL SY5TEM INTO EXISTING WOOD STRUCTURES I � 1j1_T_ ___ "� � I � I 7 _ I I , T, -_,__,__-T`!_;__ I � � T1 1 i 1, , ��t - � �'I�7` , q �,t��,Jil - - z I � " . , , -- ,�� I '_ - .� 1'� - I �,; I � :-,_-,, _41" � - , k��! � I � I " I - I 11 I ,,, I � , � - , ,� , ,_ 1, __ _�� I 1/4-0 TAPCON 0 6- DO. , , .1IL-_ - - � , "'T � Ir � � I �h - . L ,� _ -, -, W4'- TAPCON 0 e' O.C. �!� I 60 � � I I; - _" `aM N, THREADED I Z;X MIN. 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GIAW I ! � I � - I I i r (am somhE - : I � I EXISTING ON SIM 41 I - I I I -t I CLASS � � AEA"l`ATKUx 1, mP,,, , i *L* M.. `P GAS' - -1, __ '' ASIDE SONEDULE,_ : � PANEL LENGTH , . -- _ 11� - _: PANEL LENGTH , ON S,w I$, ; ME: NOTE I arLow) I/4-PZD.I- ___]_,_,_"_,___ ,-� , I ISFE NOTE I BELOW) =K�_r S-S" ML& W/ - � � - , 4 � - I - � ___� ,7/�af . I I I . 3/32- . t____ -_ � , , " .1 I "� -I ,,,,,, � I NUT ____ - - - " � � I I I— 1*1 - r - -1, �� I ' , I I __';�f, ---,-, ��l 1-1- f 1 ___ - � I I . - � i � � � I I F � � � � ; � I - -1 - - 11 I I ! i + I � : ! ; � I I I 11 I � 1 1 i I I 11'__:_"1'1______;"�_ I . I , , I ; ; I i q I i - I I) t � I 3j - i I f - i I _,'� r_u_j1_�F____ : � I , I - I ! I I 1 I - 1-11 I . , i _ -, 6. 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FLORIDA BUILDING CODE (High VelocRy Au Gone zone), I I NOTES 2 .: 0 t2m ITLIEM = 20 GAGE GALVANIZED STEEL STORM PANEL FF . ; -_ i * CANOW, I. "z,,L = *: I __ .� - . 1. TKSTAUATIONS ARE ONLY VALID FOR BUWNGS WITH O,S�D DEVON LOADS - 1 * .. * � - , I - UP TO .-�!�-t,, -720 P5P AND PANEL'S LENGTH UP 10 W-5" I % I --- ,- .- 1> W/20/2M 1�, -0� , 5 ATE Il - GLO PROTECTION PRODUCTS, LLC. CARE 11LIEC0114C. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEVSERS TO BE SOUTHERN , * ��.,� _k1r:l / mKo I.. 51 STREET i�, 0�.'_ " OR)� P14E ND� 2, W/ SPECIFIC DENSITY OF O�55 04 EOLAL �. - TESTING . __ comPANY IMME. FL. MIA 20-176 ... - ___. - �- "'I'll, -�=`_'-V, "' ptu. � DRH)wm,w. FAIL IGIR)wq_VW7 _0§/' - oRo W, - - � - �!ODWR` A I, _TL . p, Rotator x-mLJSxPIRAuni/UATE _TER,LT,UJTJ` Pz �� I sol"Norn FLOROA jjr; A ,C41.1 ; - - ,31/ - 24 jo'ns ( .01t 2 KW0T 0$4.1'S,NLR� V124 * 4'/24 jl� 4 W/ OR W/o 0, 0 rI�Atxs 2 REAR) 3- Mo., 2�/24 III, V/24 (SM N= a scow ��/ FOR CONCROT ANCITKIft = r T TAy�- 1-ra, I' No.. CONCRETE ANCHORS 0'r-r- r--,- - .,.UU, an IFAR WOW scftv--- - -- S: .- \ -,!,�_, SEE = SAP1` 2. �Aj. (SCE SORLD'u ON SIM 2,10- - � I mlo� ; I ; I I W., ,AT � - 'i- . . ;iIn, I I I , - - - - C, - - �� I I I - 11 sus (9 - I . � � - L *." : � I � . I I, ,� 1, F � I - ___T ". . I e� , ' I ' - ,� - 1 i t! 1 1 R I 11 I 1 i f1i 1 � 1?1 I I f , 4! A I � � .1 ! 11r � ? ! I' p� 1 1 �j I 1 1 , 1.11 V - , I I M _; _�`_ I W 77 1� i i P , i I' 1, 1 F1,71 I I I 1'" I I I � I . i'''i!, IM 11 � ,.It I 1 J, !i � 1, I ; N11WH I I it' I i! � � i� , I - f 1! I I' - i ; 1ji 11 I if il i I I i ; I j! I 1 1 r 1 I - j - -1 -fl-? t-1-1 1- I . , 1 11 I I � __ L I- i'-ul! il] - L j ,I _1 -] H1 ,,[ -i-i LI - _j 11- __ - j � 1 -1 __ I , . . - 1�'. I I I � I T '(.�,I,W P -- -- �' , -, - - ___ 11-71 11 Go % 1. I I - __'NMiO�I_ - ' ' 1 , N= PA-11) I plaTu" I (INTERIOR RAME.) i I I. PN,Ej 1(60� � -1 I T-1 ;,� )I!-(-,-- , . i SEE - , � 1 1 701 [�Elj)j I 1 (END P� I SEE 213. i I I 1 , I I i i � halt 2 3, 4 BELOW OTE 3 �, . . , ' ' i , H , "" " i I 1 1 1 I - I I I ' �90" Isa NOR- - �, 117-- t-i i i i 1711 1 1 4 , I ! 11 I I I to I �j if I � , , I I 6--_ 17, ,I 11 1,�i�� 1 if � I � i i I L III 4, : I - j-711 _4" ' , 4 1 A Al 1 i � I - T 1 "I I '.1 i. AV-1 1 ,,z. 1 1 , , I � I -_ X* 1, 4dd � 1 41'',-, 4'� !. I I I iq I I I I i I , , I: ,_____,_ - I i, TED, I I � 'I 1! I � -- OC 1 i i i*i � i F )" -- 1 � i , � pn PANELS V. I I i I i 1 i I 1 1 1 A-W_I�1;411wiI_M"/ ; i I . , - ��l I - I - i !I 11 11 � g-,mN';Rju ! L 11, - �11 ,11 L_ l_ j A a � I,] il Il 1 1 I. i i� 11 1J_._,9k_,Vvw i i 1[ U.- 1 , I - I _ Li I ILI __WA - - - - L L 1, ,, tIl ., _fA ONE - _ UP 40 K -L� , I , , I - �, I -1 T-1-1 � I . I I i 1-, � , I -1 - ft 40 9 -L- I � I I I ,,, F " I I i i VIF 1 1 I I I I i I I I � 'i i *, � , � F '" , I 1 i i I ; I I 1, I Ll j i I I I I III I i - 'l - - 4 � I , 1 1 i A. I I I I i I I � I � i 1 1 � i III I_ ,�,� I , I I - t�' I 1 i i . I I I i 1� L41 I �., � I i [ I I i 11' I I I i I 11P i I i l L I I I - �--.T_T - r I-i .. - - __ - 71_� ------ --I 1_11.�_ � - - - - _= -_ - - - 't . �, . . . - 1.4 ___ ______l __L=��I . - . � P`J4ELMATr cryp) L_ - � 1 SIEF NOTE 4 BELOW - SEE 31 1 qr__ � Non I ' i ANCRORS SIT `WL`W _'12 - �7 , V, !4., LOCATEV- I. _ - I. I. . 5" MR WOW SURE : M rvyt.1101 OR A ,/r I 1w, DA=T-1-LOT" tCRCAA0 IT= . . TE 3 (2) OR (Z) W1 DR W/O(g), (2) SEE "Wo"' OK SIGN, za ----. . A. - INTERIOR PANELS _,,._ ' &4� I I LAST PANEL 6 TO BE WASTA�%A- C4rTA PANLP To a E INSTALLED AT I Wk OPENING SHMPA_WAYS BE FR ,' % TYPICAL ELEVATIQN FQR 5 OPEN US pRa.%" WAR KAOIDLE To FACILITATE M*TAUAjIO � la_= REAR TO rACTLATAIE Mg TYPICAL ELEVATION 1000 I * " NO I HANDLE wl; ;N INTENDED TO 9-1 INSTALLED FROM R&,LEERIE p, INTENDED TO BE NSTAU,M F40M STRURE E-Z HANG = Ft SYSIEM SIDE OF _ -SY - _ ,�DE 0, STRUCTURE SaMl vw - " - SCXE '3pr - I- -A r/4- w- w - I ,/,' - - [-I/,' MIT, W 111' m,Ix GAP---4- � a se -, - ; J - - � I I , ' I 1'� Alt WN I / \ / \ 7-1�_;77 " 5 \ / I \ -\-/ i- \-,.,-----\-,--'I \_/ I \ - \_/ \_/ - -_ (: "" 16 -62X (1) R/ OR W/o @ . 0 1) (�r � � 'A �1 �.c sew;��- =1QN__ "_ Am � SOME 3/w - I' (I)- DEFIN1110h OF SERIES 1000, E - 2 HANG SMRM, PANEL SYSTEM CONSISTING Of PANEL + IRACKS AT TOP A, PANSLMAtE PLUS OR 15' LOW (1), 2EE1NMQN_,QF_SERIE5_�=! EC;,Z HAND STORM PANEL SYSTEM CONWiNG OF PANEL , (rA'T'WTDM W/ PANELMAIM t� MACKS lop & BOTTOM. C�)� END PAR" SAW.L. ALWAYS S� CON!/4Equp `T0 W AG WALL __F OF ON Y 15 LONG 4CI�. AT SAW, �11. PANELS (Z) (S�D PANELS SMALL ALWAYS BE CONINECITOl 10 BOTTOM TRION OTHERWISE A -50P BAR 'E'CA".EGTE'D'T'0 A Ty/ W � _j _ SMALL BE PROVIDED AT TOP Of' SUCH PANRILS� SHALL BE Q1Js2M4;A1�_T-%.1'/WQ 1. WING Kul , MI,I� LPT AS (3) I': 1�1�FIINI All GO FEG ' SHAL, CONSIST OF DESCRIBED ELOW). A _,._/T At� I I SEE /,� I T , Al. EICAT , IN ---'/ Mi, TH USSCREW (3) FOR CASES WHEN END PANELS ARE USE JOINTLY ONG q) A, TOW E,TM - A la.I�C LOCA ER UOF TWO W "11 TRAGIR`f2� END PANELS ARC NET CONNICTED TO EXTERIOR FLAT FLANGES OF END PANEL TOM41BUT - I STOP BAR 1, BRA BE PROVIDED AT TOP Or SUCH PANELS. (4) IN CASE THAT ENO PANELS ARE NOT CONNIE= TO BOTTOM TRACK (i�,, A STOP BAR 14). FOR INSTALLATICKS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DARECTLY Is 014LV USED AT AT LEAST TWO PANELS SMALL BE CON TOTED TO BOTTOM TRACAt MOUNDED TO EXISTING SILL .-. ..' -_ PANEL US I 0 IW = X _A1 I J?T.p_A SPECS NDLTPEb ON NOTE (3) ABOVE SUCH CASE, (CONNECTION OF PANELS - U TV"CHING BOTTOM TRACK TO WALL ,OiNG BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W"/YTRW'D FaLjM1A;DYF=NG We SHOW,, I ON ELEVATION AND W 3 /2- RAITRIOR PAN (5) SEE SECTION I '. lF & -_ ON SKEET 24. SEE ANCHOR SCHEDULE ON SHEET .5. MIT,, EGGS DISTANCE. FOR THIS C a I'-- - , V1 `ES k r, 4011440 Not NEED J BE CON14ECTED To By ANY ., TRACK .X .'ALLED ....... RON I (70 I , , r Tj SUCH THAT AWACENT PANELS (TO E LEFT & RIGHT SIDE OF I EAKIR PANEL) HAVE _@)� .f��,�:jf., R OVERLAPS RETAINED BY 'It'N * '1\t `_.. _iV., - � E . i�l FLORIDA BUILDING CODE (High Veloca Hurtican* Zone) . . j� ,- . .2020 wm. "It- = 20 GAGE GALVANIZED STEEL STORM PAN I.P. :: NO. 4 1 6 7 % I EL - = '. ,� - AUlm" w =*. ,��14-__,`_7�4;__ 1 - = . " S .TD,., CSTT OF .-,Q7 1. � - GLOBAL PROTECTION PRODUCTS, LM " .oL / IILIECO,.C� " Qw S. - III STIRE, - - l, V01,1_11"1010,,-�_ . �,l TRJUT ITSHAR-A, A GAUL `L Mo. a R=Z,w w = �� - " - ,tm- Iv�"_nt*. F"Il 0"AINWI-4AW, 20-176 , F��,_ - / X.-AxI, I,, N 1� p CA_0oU;,: ., am --- IV -.I - A - 11 - I - MAWIs; ut, I 9111,1112,11.1.4I tows, .L VAvaGNwuRm'1.n "IMBI A Two ,I-,' `�� - , Ic 6, a I En I I .1 I �= -_ Lk I JHIE I ""'-M , I ; , � : __FLURANA I I INSIALLAIIQN DETAILS FQR QFTIQN #2 EOR UFE SAEETY STORM _PANEL3Y5UM INTO EXISTING POURED CONCRETE OR ;QNf,RETE 8LQCK STRUCTURES TL4'. TAPC N ANCHORS 1,'4* TAPCON ANCHORS a I; D.C. I A 9" cc, I � . � I �� � , POURED CONCRETE -� PC) OR CONCRETE BLOCK- I �Z OPURED CONCRETE . �_',411 CONCRETE BLOCK I REQUIRED REQUIRED I - � F-C-- ,/1. - �__ III 11. I Fr" 1�_ 1 ". I � I . ��_� M-_- , - __ , . _.- Max. - I �"..,� . A i " - �______ - - I � EG I . I Em* I .�� : � .1 � i . , �` , _- . I � , , :� � , . � I I �!"4,�-� �� I " \ : � � , I � It � I I i � I K4, INNAPRO, KI ; . fD , 42r. � � 9 I slov, It) � : - I : � &B - . I §1 �� 1 � I I ,�g : � i I- i I ; ig 1_� ., - :--,',1,-- � 11 � I t v -, ! I � i ; I I t- I i I I I i : � i : , I � . I '��r73�777_ P � T, I ,,,, 1-1- � _t, 5 �1�1 I '' : EZ - -,; 1 , , � . :�-,,, , : ,,, ; ; ,It, 1, I I " ��, 11� , � , Ljl�� JIL, - - __, I �,_ � :,. J�- 10'0 PANEILMAKIt PLUS W/ ! 70 % 3/32* WNC NLIT WASHER ; a 6 ,/4' O.C, � I POU RE11 OR BLOCK RECURRED LL M gEsm ALLOON a REQULAR PANEL SCALE 3/8,-I" SEE SAW 19 * ED FOR ANCHORS TYPE & Now Tft - V4�1 - - -L/!i!- - SPAC04 M INStALLATIONS INTO WOW - - A".011AW PUAW FpAw "Low la, mom -4- &O 1 3 .__ =`1v1.=n:w.=T=11&" *�='._ 3 - __�__ SCHEDULE MR LO� LM THAN PADMUM ON 3 1,/,I SCHEDULE REDUCE ARCTIC - - - - SCREGUAL MUIL M "M woom 10" AGING 'W ' WARPLY'N't Sp � SW. 61 IRE FOLLOWING FACTORS. FOR -JS OINRAro, To RE, POSSaL REDUOID - __ � - . I 1. , ,/2� M . -- I .. -:- ,--, MR E19S RMCHOR INAT OR TUS SCHROULE __ , -,. I I . I ___ - - I - 166- - -- I -_ I � ,�Y - - I - - SPACING OBTAINED USING FACTOR WA1 NOT :` Yr� BE LESS THAN "MUM SAKWI .41ACATED 1- - - - I I I _w -- I 0 - - I . I ---J , �� I ! - , ... "I � 4 , .__,�, : I ,� ..... 11 � � t I ! (L . I : � iN'l, 1.11"R`_ Kl ; ! � I.- . I U) _= , . � I � 1 AAW'.) 1, ; - � R i EKISUN - I � GL;ss 0 i 1�� - _ I 1_ I , , � _�_ _ __11,, I �'-- , -� "I #9 <' � , �l ! � I - � 1 I ' I I A I. , - 'I, I- � I I . I � 4- �__ �",__ _1 r ., g o-'I'w-A�.�' I , , . I .- � - 1, � � 4 ! . - , I - 2�� , ; - I : 1 _______4 1 1 , � - , ". - I ___ - '. __ - � I --- I I f j_ i , � I . i I , � ,,-�� I i - 'T, ,� _�� . U, 6- --- � i 11 . I � I E-DA -_1111 I r __ I ! I 11 ; , I . 0", � , - %"J!4 "' ,,--'j, cvcs�,' I . ' No. 44167 *� r--,F- _; _- : L'�� I- , , , ,-,. _A � , I "� `1 1�;Iwo RANSLIATE PLUS W/ � � __ . I __ -1 /a (AAEYmtZ)3/Sr WING NUT WASHER I I M-ro MLqm WALL MQUHBEG INSTAUAIM SEOQN AD 0 LIFE S&EM PANEL SCALE 3/ir-l' PC. SEA`,StQA`J"PB/0`Rr C1_j ------- zi�� --- = C3 .2 ( r-w -0 o :t- � P, "A' go:; " _= _j . =L - Lj r ":) .L C.. -S M CJ -t� ,-0 I00 � . cc = i;; -o C-q ... �z 2 C= - 0, C14 - 3: Z_ Qj 2: . ED = C 3: IS - z fu AD Z5 '. C= C.) ._ .z .:�. �I: CT = w . w .t - t '� tj Cu j�;: ,,�! M= cm L= -, co M .0 = E 2 = CL Cj I- 0 � . FLORIDA BUILDING CODE (High Velocity Hur came Zone ,P ,RRQU mntol - 20 GAGE MVANQED STEEL STORM PANEL oft" fff� - --------\ .- LTE-C 0 ,,,. \ GLOBAL PROTECTION PRODUCTS, LLC. G` '.� ARM ,!61t b VIRM 00 III, SNAMORIM COMPANY DAYE, R. =I, Al, _-, . - P"O"Ll (S"A"'t-r�0L mg 4$�ift�wn7 20-176 '.��a - - (-I AT, - I:A-00061's - - - Ro ft 67 :�� # �'s . u ___ &LEA ,E - - � �� I ��, GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� � 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! 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I 1. , ,/2� M . -- I .. -:- ,--, MR E19S RMCHOR INAT OR TUS SCHROULE __ , -,. I I . I ___ - - I - 166- - -- I -_ I � ,�Y - - I - - SPACING OBTAINED USING FACTOR WA1 NOT :` Yr� BE LESS THAN "MUM SAKWI .41ACATED 1- - - - I I I _w -- I 0 - - I . I ---J , �� I ! - , ... "I � 4 , .__,�, : I ,� ..... 11 � � t I ! (L . I : � iN'l, 1.11"R`_ Kl ; ! � I.- . I U) _= , . � I � 1 AAW'.) 1, ; - � R i EKISUN - I � GL;ss 0 i 1�� - _ I 1_ I , , � _�_ _ __11,, I �'-- , -� "I #9 <' � , �l ! � I - � 1 I ' I I A I. , - 'I, I- � I I . I � 4- �__ �",__ _1 r ., g o-'I'w-A�.�' I , , . I .- � - 1, � � 4 ! . - , I - 2�� , ; - I : 1 _______4 1 1 , � - , ". - I ___ - '. __ - � I --- I I f j_ i , � I . i I , � ,,-�� I i - 'T, ,� _�� . U, 6- --- � i 11 . I � I E-DA -_1111 I r __ I ! I 11 ; , I . 0", � , - %"J!4 "' ,,--'j, cvcs�,' I . ' No. 44167 *� r--,F- _; _- : L'�� I- , , , ,-,. _A � , I "� `1 1�;Iwo RANSLIATE PLUS W/ � � __ . I __ -1 /a (AAEYmtZ)3/Sr WING NUT WASHER I I M-ro MLqm WALL MQUHBEG INSTAUAIM SEOQN AD 0 LIFE S&EM PANEL SCALE 3/ir-l' PC. SEA`,StQA`J"PB/0`Rr C1_j ------- zi�� --- = C3 .2 ( r-w -0 o :t- � P, "A' go:; " _= _j . =L - Lj r ":) .L C.. -S M CJ -t� ,-0 I00 � . cc = i;; -o C-q ... �z 2 C= - 0, C14 - 3: Z_ Qj 2: . ED = C 3: IS - z fu AD Z5 '. C= C.) ._ .z .:�. �I: CT = w . w .t - t '� tj Cu j�;: ,,�! M= cm L= -, co M .0 = E 2 = CL Cj I- 0 � . FLORIDA BUILDING CODE (High Velocity Hur came Zone ,P ,RRQU mntol - 20 GAGE MVANQED STEEL STORM PANEL oft" fff� - --------\ .- LTE-C 0 ,,,. \ GLOBAL PROTECTION PRODUCTS, LLC. G` '.� ARM ,!61t b VIRM 00 III, SNAMORIM COMPANY DAYE, R. =I, Al, _-, . - P"O"Ll (S"A"'t-r�0L mg 4$�ift�wn7 20-176 '.��a - - (-I AT, - I:A-00061's - - - Ro ft 67 :�� # �'s . u ___ &LEA ,E - - � �� I ��, GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. 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BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� � 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! 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('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) < I 4 z z w mi U) _ii.., L. (1) (1) (1) = -4-a C/) +--a M =3 > 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. . FLORIDA BUILDING CODE (High Velocity Hur came Zone ,P ,RRQU mntol - 20 GAGE MVANQED STEEL STORM PANEL oft" fff� - --------\ .- LTE-C 0 ,,,. \ GLOBAL PROTECTION PRODUCTS, LLC. G` '.� ARM ,!61t b VIRM 00 III, SNAMORIM COMPANY DAYE, R. =I, Al, _-, . - P"O"Ll (S"A"'t-r�0L mg 4$�ift�wn7 20-176 '.��a - - (-I AT, - I:A-00061's - - - Ro ft 67 :�� # �'s . u ___ &LEA ,E - - � �� I ��, GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� � 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! 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I , I � ",.,r I I I i I , I 1 1 � _f �j �.'./�'_-,, --I i 1 , ps -� I - -- I j � :01 . r _j I _111 I , ,I ''I, - I I I ... \ I --,� � ;�,,'��7,�,7 ,.',-,�_,, I 1 -I 11 I 0 1 N. , 1 1 i I I "z I I I � "o"A"D ,,, 1 � A)- i 1 �__' I ao-M 6 . ,j il ,-, I T ,� - / I ,., ,"� , A M _' - - - , - §'; 1 11 I �� i 1_1* ., f I ,- " -_ - I_ - =. il ol�� - - _1; 1. , I Nx"" 1 ., / � , - � , I 1, _11*1� i n , ---I - I , �� , � , �1� ----I I � �e 1:,�', ". I ,.. , �, /,�,:' 1; " __ I " 1� L vll� .. I.. �1' , ., p - L, " � � 1 ;22M mg, 5: �� I e _� , "i . --- - ,� I �T,.=,:� -, -! L-i- W. _4��__ 0 1 ,---.-k�-, 1 =1?4��%/' - 7 , � - ,,�, � I ,A`r/v11_",Xv1A_ to Do � � I Zr MR V '3 � - / ;,- TK`RI ��,� I , , I , .I , ,,� i 1 � *I- M;� / "' ,� , - --v - I I, l AMLOW) I I � - , am w ��Z, " 1,; / ; -b"S'N, " .w - I I � . " 4944cor, Am, -- - -t j "., \"@ . - I, - ., - , (. .,4v. _j/ I "', k ��, n) " - tp�� � A� -) - .1 = _____4lA A- *�� WALL MO S MOUNTING INS1, . Alw M) � , I 0 ficnQN-Z __ F 3/8.1, FLOOR IQ UAIWINQ MNBHQ_W9L III Ili D-01 11 'w'" SCAEC" $CAL, 3 I* 5 Qft 1: SE9111104'�aj� - I 11 I I @) A2IL_L SCALE 3AI-I- SCALE 1/8.1- , . I SEE S."OKOATTONS IMOVIRENDRS ,17 VAX ar - AS "RARY, NORAN, � , PRECT.M.- I � f.- , - �-j VlAtu-4L MGD 1IN x,0 - - T14z" . W, � - "LO .............. *, I ��'- A, 24 axwo, = AIR L , � _�tg ,,A I . C VWX-11%. n`C (� WKE' . ., ____ .. /`�.-` \.NCENS, %!�%, 1, 8) --- . . e, %- S_ I 11 . I iZwldis z I � 1 6 1 1 rMs mawm QE zogw I = *:. NO. 44167 ". z . = I I = . FLORIDA BUILDING CODE (High Velocity Hur Icans Zone), - I I = 11 I - :%= PIaU, "Knoa. M. _ ___ . * r,' A\ I= '%':�'-. STATE OF .. . k 9 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN 8, DETAAL I L-L-1 M-7-1-11-71-7.-I - ;_1 / --r. _� �. , I I-L F_ .00 GLOBAL PROTECTION PRODUCTS, LLC. 'N"""' SCALE: IIV . I' ME" Ll�� I Am SA". V �Rlw - TALUT 1011140 k tRGlffECffiNi!aC..N111 DAML FIL MI. ('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) < I 4 z z w mi U) _ii.., L. (1) (1) (1) = -4-a C/) +--a M =3 > 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. GENERAL ra SM Ema I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS allS VERIFIED FOR COMPLIANCE IN 2 0 MINIMUM EMBEDMENT OF TAPCON ANCRORS AND PANELMATE FEMALE (D A, PANELMATE PLUS IND CONCRETE ACCORDANCE WITH THE 2020 (70 LOTION) OF THE ELMIM, BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN ONO LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED GOLE� El 2) WINIMVIA EMBEDMENT OF 114*0 A 7/0' CALK -IN ANCHORS SHALL BE IS 7/e-- INTO CONCRETE, MR A "NO SPEED AS REQUIRED By THE JOINSOICTIO4 WHERE THESE SHUTTERS WILL NO CMIMETMENT INTO ANY FINISH MATERIAL SMALL BE PERIO'ITED, L 6f MR A DIRECTONALITY FACTOR KII-0.85, UM ASCE 7-16 AND $HALL T E Mr1tvM (11.�,"0111 1/4' 0-20 IS SIDEWALK BOLTS USED SMALL RE LONG EWWAII(SMOULD My FINISH MATERuL CXMT) To DESIGN PRESSURE RAGNOS INDICATED 04 SHEETS 25 4 26. ENGAGE Z/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULFAIAX DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 SMALL Elt FIRST REDUCED 70 A.10, DESIGN ARNIC LEADS By MULTIP�YINC THEM BY 0.$ IN ORDER -0 B3) IN' CASE T14AT PRECAST STONE OR PRECAST CONCRETE PANV_r, 13E FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (A,S,D) DESIGN PRESSURE RA`DNGS INDICATED ON SHEETS 25 * �6. ANCHORS 5144U BE LOND ENOUGH To REACR ,,HE MAN STRUMnt SE,KNO SUCH PANELS. ANCHORAGE 1-14 ORDER TO VERIFY THAT COMPONENTS AND, ANCHORS ON THIS P E.O� AS TLSTED WERE NORI OVER STRESSED. A JAA INCREASE SMAU BE AS U0410MM IN 4LI) AND IN 0.2). IN ALLOWABLE STRESS FOR WIND LEADS WAS BM USED IN THEIR, ANALYSIS FASTENERS SPACING TO WDW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S, 2015- (C) ANCHORS S14ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHORS STORM PAN L'S ADEDUACY FOR IMPACT AND FATICUt RMJSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i626 OF I THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT It 2032, AS PROTOCOLS 1AS-201, 11 AT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNCNEW Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 ORTO 13E ATTACH TO INSURE PROPER ANC140RAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRE11, BLOCK 2, THIS SYSTEM HAS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE Or THE OPENING At-XIESSINC `44f OPENING FROM T14E WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTAIJATION CON'tPACTOR IS TO SEAL/CAULk ALL SHUTTER COUPONiNT EDGES WHICH REMN IN CON17NUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE EKIWING 10 PREVENT Wh4D/RAJN INTRUSION CLATnK &NO SEAL SMUTIEP TRACK$ ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S_,RKW AND DOUBLE HUNG STYLE WINDOWS "EN WSTALLATION I,S REDURED rO BE LENGTH. PERFORMED FROM THE INSIDE OF SMMRIE� 13 SfQRM PANEL INSTALLATION 544AL1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND l!ONING 4. SERICS 2000 INSTALWIK10 IS APPUCAEILE TO SINGLE AND DOUBLE HUNG AND KOR170147k SUDER5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. INSTALLATION IS RMOIRED 10 BE PERFORMED I" THE INSIDE OF STRUCTURE. Ili ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS P*Mfr PENDINg- 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I 5� to) THIS PRODUCT VVALLIATION DOCUMENT (PE.D.) PREPARED BY THIS ENGNSTA IS GENERIC AND DOES NOT PR0,A0L- 6. ALJ. ALUMINUM SHEET METAL USED AT CLOSURES SHAQ, HAVE 3105-Hld ALLDY� INFORMATION AOR A SITE 5PTICIFIC, PROJECT.' I.,, WHERE THE SITE CONOMONS DEVIATE FROM IRE P-ED (" , CONTRACTOR -'O HE RE$PO4"LE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUEUNG LIFE SAFETY OF 7� A" STEEL SHEET METAL PANELS SHALL HAVE SIRIJOURAL QUALITY STEEL. ASFU A-853 CWF SO Mio,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RCO. PACTADED HF/SHE DOES NOT OWATT FROM THE CONDITIORiS DEIAJLEI) ON OBIGN41" W/Py' 5SLS IUII (AFTER ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRAMP'S RESPaqSsUpEjEt� 8- ALL SCREWS TO BE STAINLESS STEEL 394 OR 311 AIS, 5FFAE,l` OR CORROSION RESISTANT COATED CARBON STEEL AS PER Dim W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALJO W MONETC, UZIS W/ SO "i YIELD STRENGTH AND so kti IIENSILE STRENGTH & 51-ALt COMPLY W/ FLORIDA EAOLDINr CODE SECTION 241 T.3.3.4 (d) SITE SPI PROJECTS SRfiAJ_ BE PREPARED By A FLORIDA REGISTERED CNGPIEER OR ARCHITECT WHICH WILL 9� BOLTS 10 BE ASTM A-307 GALVANIZED STIEEL, OR AISI 504 SERIES STAINLESS ME, WfrH 36 k*i MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (EAO'R) FOR THE PROJECT AMC) WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO Td� P-E.D. ENGINEER, ShAa 10, ANCHORS TO WALL SMALL BE AS FOLLOWS! SUBMIT TO THIS LAITCR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) M._L&,1TN._MMD_QQtaffETE, (.) THIS P LD, SKN.L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROVESSIONAL ENGINEER OF : :/4 P TAPCON ANCHORS AS MANUFACTURED BY 1 T W BVILDEX, INC. (MIN. f-3192 AIL.-C) RECORD THAT PREPARED 7 /4: 0 X 7/6- CAUK-IN ANCHORS. AS MANUFACTURED BY DENALT INC RAIM 1'r�DDG p;.) - #t4- 10 PANELMATE FEMALE 10 & PAW.-OATE PLUS ANCHORS, AS MANUFACTURED By EUCO CO3N-"Ru,-T*N PRODUCTS TO STORM PANCI UANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V&BLE,LCC#r1ID`N AT STORM PANEL IN W-3350 P .A) ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL S. IALL BE PLACED FOR EVERY OPENING EASTLAND TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE - I A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 7' FOP. PANELMATE FEMALE its a PANELMATE PLUS, A2) MINIMUM EMBEDMENT 01 1/4'. X 7/6' CALI-IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATTFRAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOWH(SHOULD ANY FINISH MAXERIAL EXIST) tO ENGAGE 3/4- INTO ANCHORS� 'ORORRIOM," A , - . T/Qh A.Z) 114 CASE THAT PRECAST STORE. PRECAST OaNCRETE PANELS, OR PAVERS BE FOUND ON ,THE EXISTING WALL OR 615M 11 �� 1'� FLOOR ANCHM SMALL BE LONS CNOUGH TO REACH THE "N STRUCTURE BEHIND SUth PANELS. ANCHORAGE _J , - * , RE AS. VfNmNt,D IN A, A) AND IN A,2), SHALL / -*,,`,,�cEN&,`-#I�, � . . :_� ' t z - (8� iiJ�=MD_wN0M_M&1_1.1_ft1` - - No, 44167 "- z � * I = : I - � * :* I - 1/4' 0 TAPCON ANCHORS AS AIANUFACTURED BY IT W BUILDEX. INC - - - -_ ,I I j - FLORIDA BUILDING CODE (High Velocity Mu icons Zone) - ;/A' 0 X 7/8" CALK -IN ANLHQRS� AS MANUFACTURED BY DEWALT INC (f',.1500 c.i.) __ ... I . - .2m TUM - 1p� - Ali R- A 0 PANELAAATE FEMALE 0 AND JAVAULVAX PLUS ANCHORS. AS MAN1,TFACTURED BY ELCO, CONSTRUCTION _-, - �,�, 20 WE 04VANIZED STEEL STORM PANEL �,� �,� . �,� .1 OftmY, In PRODUCTS (f'2071 p-i ) 1:__; -_----Y 0/2020 _71 / '"I _C0 ,.. \ GLOBAL PROTECT " !_ �� .. . D'TE I z \ m%x` I'*. .11 lrp�l . e , - 0�1 F_ 1A,Rl , . 11 - - __ - - - . .1. PRONE, (W)GRID-nm FAX O"'Aws-87" 20-176 VANQ � .I-,- DARAIAKI - PE WLv,voNA,LtE/G'TE , `c"ooG67I9 n.1 � - I - ,, .� � ,_�� � 1, , I - _ ! i - - = � I n.m.- Ali" A [M H .I =__ 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . I- �_ V , --- - I - - -4 1 ,p.r SALAj �, -IN - - � I- - M". - - �� - , - �i . . \ � / , � , '! I 5 11�, -\, 77�9� �,-G�7 soxello ___ " � � It " , I : ��_,_n,.�__"�, ` I I%AW"RYT I F�_,`� I __"' �1_1 I i I - �'11 -1 I " " I i LL I '' 1 1 a %�, z , 1',�, 1 1 � I- Lt." IL.0-i \ ` I = ,...lo* I - - I _,�,� I-L - �_ - I , - I -01\ * � , , X.�-, =, ,, I , -1 Fw,l' - \ . - - I , za - CO3 L.", 7�, , __i I P, I - - � - I, �� 4T-I i * ___ os, . f , T . - L -�� - I ; I �) il-I ---.@I , - I I sulom.- . - I I I _v_ - I m I A NOPW) \ It , ��,_I_j t : I ; p, I �,. i i ! -1--1 ��:,,.r.- i I fj ,��, �, A I I I � � . - .�Nf, I"'* I A A ------ j J '/v WIw i 0 I I'll, i us I I i I - I I %1 �- 1 ,��5 1 1 f 4 I 0 - C ! i I L� I 1 - I 1_ -_ I 70 __ _T_ - ___r_ IV - T� ---7V- ,-I ------- 1� � � i i I A i I I I A I I 5 i i N i I i I 1 1 : ! PEE SCREME] : t Sc,Iahk_� i 9 - __ I stw 0 �1 �-�_ -- i FOR NAT, i I'/- . = f � I ED, .EGUH, 1 N, ': I S�Txw A WAKAT" 1 ,�:Io,3/l- f -,alct RRLET M A , li�'V',- I MAIS - I i 10 oLARS � I W...=41 ; Alt, StA.-Aft- t - I I to i I At ,A, . 9 TO GLAM, I - _* 1 1 P V=264- I 011" N 9u. i ii 2v g k. - - , , I i I ,� I i t � CIVAY OVIDWAI, � ou,;15� �, "�_,n I ,,�, - I . I A I I I � " - , - I O� � I , i I I i i i a ,_T I I -- 1 1 i o R __1 11 � I -- I - , � 9 I I I - I I -1 L-L"j- : I i p I j � A I A, I I ------- V� -� - �,, ` , , I -A - I I - .. _.. - - � I i 4�1- I i 1 I. � d � =#�= ____11/= . -IL-. � I I i .1 ; I I M�a - i I "/.-��,�Y.: OtA 1 1 i �i I : I I ---Y-, , - - (�) - 1 1, ki - - . i f ; k § ,,, �, ; I Z .,r - I i I -1 It Z I e . I , I � ",.,r I I I i I , I 1 1 � _f �j �.'./�'_-,, --I i 1 , ps -� I - -- I j � :01 . r _j I _111 I , ,I ''I, - I I I ... \ I --,� � ;�,,'��7,�,7 ,.',-,�_,, I 1 -I 11 I 0 1 N. , 1 1 i I I "z I I I � "o"A"D ,,, 1 � A)- i 1 �__' I ao-M 6 . ,j il ,-, I T ,� - / I ,., ,"� , A M _' - - - , - §'; 1 11 I �� i 1_1* ., f I ,- " -_ - I_ - =. il ol�� - - _1; 1. , I Nx"" 1 ., / � , - � , I 1, _11*1� i n , ---I - I , �� , � , �1� ----I I � �e 1:,�', ". I ,.. , �, /,�,:' 1; " __ I " 1� L vll� .. I.. �1' , ., p - L, " � � 1 ;22M mg, 5: �� I e _� , "i . --- - ,� I �T,.=,:� -, -! L-i- W. _4��__ 0 1 ,---.-k�-, 1 =1?4��%/' - 7 , � - ,,�, � I ,A`r/v11_",Xv1A_ to Do � � I Zr MR V '3 � - / ;,- TK`RI ��,� I , , I , .I , ,,� i 1 � *I- M;� / "' ,� , - --v - I I, l AMLOW) I I � - , am w ��Z, " 1,; / ; -b"S'N, " .w - I I � . " 4944cor, Am, -- - -t j "., \"@ . - I, - ., - , (. .,4v. _j/ I "', k ��, n) " - tp�� � A� -) - .1 = _____4lA A- *�� WALL MO S MOUNTING INS1, . Alw M) � , I 0 ficnQN-Z __ F 3/8.1, FLOOR IQ UAIWINQ MNBHQ_W9L III Ili D-01 11 'w'" SCAEC" $CAL, 3 I* 5 Qft 1: SE9111104'�aj� - I 11 I I @) A2IL_L SCALE 3AI-I- SCALE 1/8.1- , . I SEE S."OKOATTONS IMOVIRENDRS ,17 VAX ar - AS "RARY, NORAN, � , PRECT.M.- I � f.- , - �-j VlAtu-4L MGD 1IN x,0 - - T14z" . W, � - "LO .............. *, I ��'- A, 24 axwo, = AIR L , � _�tg ,,A I . C VWX-11%. n`C (� WKE' . ., ____ .. /`�.-` \.NCENS, %!�%, 1, 8) --- . . e, %- S_ I 11 . I iZwldis z I � 1 6 1 1 rMs mawm QE zogw I = *:. NO. 44167 ". z . = I I = . FLORIDA BUILDING CODE (High Velocity Hur Icans Zone), - I I = 11 I - :%= PIaU, "Knoa. M. _ ___ . * r,' A\ I= '%':�'-. STATE OF .. . k 9 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN 8, DETAAL I L-L-1 M-7-1-11-71-7.-I - ;_1 / --r. _� �. , I I-L F_ .00 GLOBAL PROTECTION PRODUCTS, LLC. 'N"""' SCALE: IIV . I' ME" Ll�� I Am SA". V �Rlw - TALUT 1011140 k tRGlffECffiNi!aC..N111 DAML FIL MI. ('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) < I 4 z z w mi U) _ii.., L. (1) (1) (1) = -4-a C/) +--a M =3 > 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. 11 1 - - , _ - INSTAUAMN DETAILS FOR SERIES 2000 AND 1QQQ E-Z HANG STORM PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK C...m 4.1w. - gmp_� , n:, �_ I �� --\ � - 11 I, - �� au - _-, 1-�4 - aolcleaz "No"OR, A, =� ,mWaAV`I � . I nU � , , (MiaNtIA&X " , .." \ � IrZO." ---\ �� _� 117- w V W -9 3. -, _- I- . - `M) 1 %��)- E�M . 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Alw M) � , I 0 ficnQN-Z __ F 3/8.1, FLOOR IQ UAIWINQ MNBHQ_W9L III Ili D-01 11 'w'" SCAEC" $CAL, 3 I* 5 Qft 1: SE9111104'�aj� - I 11 I I @) A2IL_L SCALE 3AI-I- SCALE 1/8.1- , . I SEE S."OKOATTONS IMOVIRENDRS ,17 VAX ar - AS "RARY, NORAN, � , PRECT.M.- I � f.- , - �-j VlAtu-4L MGD 1IN x,0 - - T14z" . W, � - "LO .............. *, I ��'- A, 24 axwo, = AIR L , � _�tg ,,A I . C VWX-11%. n`C (� WKE' . ., ____ .. /`�.-` \.NCENS, %!�%, 1, 8) --- . . e, %- S_ I 11 . I iZwldis z I � 1 6 1 1 rMs mawm QE zogw I = *:. NO. 44167 ". z . = I I = . FLORIDA BUILDING CODE (High Velocity Hur Icans Zone), - I I = 11 I - :%= PIaU, "Knoa. M. _ ___ . * r,' A\ I= '%':�'-. STATE OF .. . k 9 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN 8, DETAAL I L-L-1 M-7-1-11-71-7.-I - ;_1 / --r. _� �. , I I-L F_ .00 GLOBAL PROTECTION PRODUCTS, LLC. 'N"""' SCALE: IIV . I' ME" Ll�� I Am SA". V �Rlw - TALUT 1011140 k tRGlffECffiNi!aC..N111 DAML FIL MI. ('_ �`,�, i 4A.- 0.1"o , _._st�P0WoNL..IW` PNGWO (W)0-75�, I'm 00-160-m? 20-176 I I'll, - OND 0-1- I 1. I 0.0 _1 0-AW.0 - .j SSEA�Lv/s�&T . OL IT *� !, ;w_;_w__ I - �� I -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) < I 4 z z w mi U) _ii.., L. (1) (1) (1) = -4-a C/) +--a M =3 > 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. -4.- a) a) C__ Cn -00 a) M -0 > = = a) 2-_0 L_ CD_ = a) 0 a) CD- 0 11- C CU -0 0- - - a) a) 0) 1;5 -,. U) -L-f a) -0 0 _0 -0 C 0 0 M= 0 L_ = - �: Co C= MID U- - 0 -I.- %*- Cu (n CU 0 > .- " _§_j L_ . Ln q) 0- 2 _= CIO 10. 11-0 CL = F -0 . - U) < I 4 z z w mi U) _ii.., L. (1) (1) (1) = -4-a C/) +--a M =3 > 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2. I 4 z z w mi U) _ii.., L. (1) (1) (1) = -4-a C/) +--a M =3 > 0 L CL U) CL < -6-0 0 (1) =3 = -0 0 M L_ 0- 0 a) U) L. M L. M = U-1 2 < M = < _j a_ . SHEET NO. SH 1.2.