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I I It 11% --it I I � I I . - L -------I----L I _L_ . I I I - I _j -111 11 I � ,-[1111], , 11 IT ".1.1 %' it, I " I , "" !III -I- - ' L_! Al' 11 171 if I,, !III 1111 11- , - III, TI I 1111111111 I __ ! I - I i I I 1 1 1 ' - L R ]]-Lf' - I I <br />f <br />.I---- ____,.___._._,_.___________ .—­­---­---- - <br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. <br />CONCRETE BLOCK OR WOOD SIRUCTURESO VALID FOR REGULAR, LIFE <br />SAFETY & E-Z HANG STORM PANEL 1) SYSTEM <br />- <br />�. 1; N <br />I <br />" 1'," I <br />1� li- 1'� � � 4-: , (�) 9 '(9 OR POURCID CONCREIL 1. <br />� " I . OPICATTF SLOCK O"i 2' . 3* I OI 3103 .-I. OP <br />, 2'.., *000 FRAME <br />: ,4 <br />:� - 'Im. W63-To ALLO, raw ALIA, �,� <br />. �4,�) & V t� IWOUPFC, , � <br />A.GLE WITH 10'. I I 3/.- � I <br />1� - � '12., TAPCON a I 2 0 C I -, � <br />. . :�, .) M,, 1 � I <br />: <br />POURED CONCRETE . CONCROt � I . I I �,:,� <br />I - -1, <br />CLOCK DR 2'�.' *DOD FRNA POLWED CONCROE. �', 1 ./4*. I ' IAPCON I � .t I <br />-�, / I s"'ad � ,/2 <br />COMCMEY ( V K " - 2. r � � I <br />.L0tARLU . � 1 , ANCHOR . I , . <br />0 I <br />, <br />- '... RAW 'PAW 11 I I- � �2 OR(# - , m..;- � , -f , Awn / I <br />RIL"m 1, , I .Ii <br />I <br />. . � I I � . , , , Lj , ,,, '. \ XI/I. GAIJ <br />. " <br />�'i �, -=,5;- 1-: , 11 /�, "L �1, <br />\CwT i.xf I " A ,�, � � � � , ..� � -� ' , I I . , -/' , I �, 1� _ - "� <br />I �/ ��-.,� �-,*_ ,/,�'%: �,`Nolp' 4 I ALTERNAE Ulta L�TION , . "LL <br />'11�1_/ � * 12, a C� � VARiES 1 2'. 2'. 703'70 . <br />2. , <br />. So L 'M 2 j t. T, <br />_/',_,­�, I �. .51 W_ SI L 37 - N,�. <br />.OW*'�.�C7. POWD CONCRUIT. com� <br />, - . 'v :_ r_1 N". .w SENT MATE . BLOCK 2'.4, PDOO IRAME <br />,zs. I ,z , z -'* i I'�, <br />2 . ., . , - " . im <br />. <br />3;os.., "I I I , , , . � , <br />W63-M ANTIR � I , f 2 ,/�* 1 ., . I I !1� I / , i REOQXR <br />Loy I , - 7' - I \, I- , / <br />I ,/, T��i <br />CON, 4 � M. I <br />tm� ANCLI I /I <br />�_ " o, - , , <br />__��,�'_ __ - _r - -11 --- - - - j M,s. CAP , <br />, - <br />\---,/ <br />1/-* It BGLT I' . " . 072' <br />0 12, Oc 510�`,I. OR 11033-111, -0, <br />",AC'Nu, r"t h- MGLL <br />SCALE 1/4--l- SCALE 1/4-.1- SCALE 1/4*.I' SCALE I/'--'- <br />__ <br />, ; I Sou - SET OR CAOI­ <br />�� � DR ELCO L-11 - <br />I . , P0401" CONCRETE, WING. Im A, fILMA" .0 AND I <br />1 (4,�.04 CI) j�O OR CONCWIE BLOCK . <br />1. PMW' "'N' - �� 'aneorro on PANDIAIATE IU= " <br />"5x C NCRE11 IMA _';'� �.WS I , , OR 2' I 4* WOM Is of oPvR%X5 V_NILDLAA ON 9. � <br />- ( N. PANEL I - PRAI'm: REOLMO .P.Lr.-W .0 A I l) <br />OVEN 2*I,4' NOOD FRAME .: MI -I T & (p I <br />SPRLAP BEYOND �: Pairl" CONDOM CONCOM RIMI'MED .11 !r I __ <br />EWING WIDIH) Al il-�l :'�. �, �: �: .�, 0 , _� LN� <br />I <br />_� BLOCK CA 2-.r WCOD rRAME 1� <br />1.4 . <br />... *IQU,14D I I I ",., <br />. 1. �, j / <br />!�,,�.� �,�� - � I , 11 <br />. 11 �� .. I " I ­�, <br />� I - "I <br />� � . <br />� / L.- - 4 - (j) OR C$ \ � I j 11 / ;4 1 .. ,=a Mo. 4 <br />VA;41CS Ill I - / - I , I) mt. ;&'ANI: " <br />" -1 11 -1 WAR PARALL. <br />5' � \ ,-. . <br />I I � WAU (MIvrP Cal CNO PANEQ <br />I <br />X - it 0 DISTANCE ­�7 -I- - - 7--'� ,-�:- <br />- I ,, . ) <br />" 1\ IT ., w .. I <br />I , . / <br />- ..." _­ --- ). ,-----_-j <br />� ,_", , wo, <br />i / " ,� ; I=- .. Ran, IF 1�tjk .. ........ 00 <br />""�', " ; / / .^. ,0, z Tjf�j �% SCALE 1 /4'-I' <br />� " N " .. . W­ ,0!0� - ....... /,� "', <br />- <br />I__-/ \ / <br />4x,.-`\f;E1v,yr`-..,.q�0,1� VA.11) FOR DIRECT MOUNT INSTALLATION ONLY 4 <br />. .... .. -.1- �, " v .. I CERTIFIED PANEL INSTALLATION AT WALLS Wl <br />. <br />4e , . <br />4 I SURFACE LrVEL VARIA71ONS WITHIN 3/4' <br />' <br />x No. 44167 - " <br />! S <br />2 * . <br />3 : * ., W, i <br />. . FLORIDA BUILDING CODE (Won High Velocity Hu IC*ne Zone) <br />- a0loc. - I., <br />QASE E (PLAN) �'. �TATE OP .-* 5Q 24 GAGE GALVANIZED STEEL STORM PANEL <br />4 <br />SCALE 1/4-.1- SCALE 1/4'. I* S .. 0 .1 vixim, ff,� <br />- ,,, Rloff,­.* <br />" <br />­14 - __ ---.--.- <br />I - .. . \0 . - I ;__ <br />I .1 <br />I I ;�,,,t . _,:�.. ".. <br />, ,Vp��= ' GLOBAL PROTEMON PRODUCTS. U.C. P/`"""`B` <br />- .-11 LIE C O... bIn <br />� 11-11" \ <br />.410, SA. 5� STRUCI .. . <br />',�,.,.. <br />,,,, 4". , <2 ..� kw a CHORRILERING Co.- <br />410_� <br />, 110iff. n_ =11..Pee" <br />.. - . jt,_ - - I ... -i7S <br />I - - (-)--- - -) - - ""t (.�)ON-�. FIX 20 <br />7z �1. ." .- ­ aRwwmK; w <br />Ic WILISIMINI.E/Dal: ", , 14, " " I I I - ­i RII"I"I I - <br />. I FLORIDA f. ,.,.I F-;;, I . I , - , � a a Is <br />._____­.__ <br />. - <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (P-2-f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />STORM PANEL ,T) INSIALLATIONS INTO W90D STRUCTURE <br />(VALID ONLY FOR PANEL (DINSTALLAnONS AS PER ALTERNATIVES Iffy THRU 4W. ON SHEETS 6 & 7) <br />MAX. ks <br />DES" <br />PRESSURE <br />RATING <br />(P I f ) <br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 <br />- <br />APPLICABLE <br />0 <br />ALTEJZTIVEI <br />I A ANY <br />GAMPMATION <br />or THEM <br />MAXIMUM <br />PAN�' <br />LEN <br />.L�Tif <br />(".) <br />TAPCON <br />LAG SCREW <br />I - <br />PANIELMATt <br />FEMALE 10 <br />PANELMATE <br />PLUS <br />wow BUSHING <br />- <br />I sl <br />. <br />1?­ <br />13, ___ <br />__ - Is" _­ - <br />, fir (TOP) ___ <br />..---!?- ____ <br />13' <br />_. <br />is. <br />I __ <br />1 �7. <br />I W (BOTTOM) <br />___ ---,--- <br />1 , <br />si- <br />- _., . _ <br />6 1/2- <br />- -----. - <br />6 1/2- <br />� -,--,-- - <br />6 1/2, <br />__ - - - _ __ <br />6 1/2' <br />_ _ _ _!22L_ <br />6 I/ , <br />?� <br />L <br />2W (TOP) <br />-.1. ­­ - ---- - <br />- _ <br />I � - I—— <br />a' <br />------ __­_ <br />__ 9_1�4-_ <br />_ - <br />a. <br />_____ ­­ _ <br />I� 1/2-_ <br />_ _ <br />B. <br />__ __ ' __ <br />___�ye_ - .2 <br />- <br />-.--------, - <br />- ___ <br />� w . itiqlT.) - <br />3111 (UP) __ <br />_�; <br />5-0- <br />OR <br />LESS <br />- ___._ � <br />. .I� - � <br />-.1 I., <br />8. <br />-- <br />a . <br />- - _ . � , <br />8 .-- <br />-_ -­-­--- <br />- A <br />(BOTTOM) <br />--- __ <br />__ __ <br />13, <br />I . - <br />13* <br />I -_ <br />- __ � <br />__ _8�� <br />13* <br />-.--- -_ <br />_1T, - <br />I*, P09 - <br />.45. 45 <br />OR <br />LESS <br />- - - <br />13" <br />- � <br />13" <br />- -, ___ <br />:11 � <br />3 <br />t . - <br />- - - <br />13, <br />. <br />IY <br />ii (BOTTOM) <br />13, _ <br />. <br />13 <br />I _ <br />13' <br />_ __ _ <br />- <br />__ 13' <br />� - <br />5 1/1'_ <br />__ - . . <br />,w (lop) <br />� . <br />_ __ <br />____ <br />13* <br />6 . <br />- - <br />lit �w"om) <br />. - I - .. 1­ <br />+ - -!Is"- __ <br />6 1/2' <br />__ _,sL, - <br />- <br />a 1/2. <br />- � _!?� <br />6 1/2' <br />.­­. - - I I <br />a 11/2* <br />S T/i. <br />(TOP) <br />?W__ <br />- ____ ___ - <br />. __ - - __ ___ <br />4 i/2' <br />. ----.- , <br />___ � ­.- <br />4 . <br />­ -_ -_ <br />a 1/4- <br />- ­ 1. . ­ - <br />1 1/7* <br />- - <br />6 I �2;" <br />IS ve I - � - <br />­­_ I <br />----- - <br />- <br />�W_TMI) <br />m (TOP) <br />-66 <br />".-o' <br />TO <br />14'-** <br />__ 5 I/v - - <br />- <br />� -___- ___ <br />7' <br />, , ­ .-"-,-.-- <br />7 . <br />______ <br />- <br />J� <br />__�_T <br />/i�__ <br />____ <br />. 1/2' <br />--+---- I <br />lo- ,�,_ <br />__ ------- --- <br />9 1�2- <br />----- ��' , <br />­ _Ii�,_­ <br />-,-.- , _­ <br />­ A w � <br />�. (TOP) <br />. <br />is �. <br />r ------ ------,-,.-. <br />. Is. <br />­____ <br />. 13. <br />­.­­­__.___ <br />$ 112, <br />AIR (BOTTOM) <br />- <br />__ 'i <br />. _T­ <br />ISEE TABLE #1 FOR VAX. A.S.D. DESIGN LO4OS & MAX PANEL LENGTH" WHEN SPACER " IS <br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON 94EEI 6 1 <br />- <br />1/4-0 TAPCON <br />ANCHOR 0 q* OC <br />I <br />roo <br />01. 1, <br />MAX. A.S.0 <br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 Ill 7 <br />APPLiCAM <br />MAXIMUM <br />MIGN ' <br />, <br />PANEL <br />TAPCON <br />LAG SCREW <br />PAINELMATE <br />PANEIMATE <br />WOOD BUSHING <br />PRESSURE <br />RATING <br />AL7VWrVr, <br />441r. <br />LENGTH <br />IL <br />(0-0 I <br />FEMALE to <br />PLUS <br />. <br />OF THEM <br />(H ) <br />- <br />I . <br />3:_ <br />". <br />I . <br />Ir <br />- <br />17 <br />--- <br />IS, FOPT- <br />_ __ <br />is, <br />---------.- <br />11. <br />� _�____.,_ <br />- <br />,3. <br />- ,-..---- . <br />IS' <br />_____.____.._,_ <br />8. <br />- ___ <br />m (BOTTOM) <br />--­i-1 -/�` - ­ <br />­ <br />-- -6 -1 -/2" ­ <br />2-w-flop-) -- - <br />6 17r­ <br />­6, -.. ir-­- <br />-__S-1 IF-- <br />- __ <br />-,--- ___ <br />- �,7 ------ <br />--i 4: <br />i]i-1- <br />12; <br />_________­_____. <br />6 1/4' <br />7W (BI <br />5,-O, <br />.1. <br />__ - ___ <br />-, ,�2- <br />- - <br />I <br />a. <br />- - - <br />8. <br />I . <br />- _ <br />- <br />I - .- 1 <br />iitr (TOP) <br />__ __ <br />OR <br />LESS <br />y 1/2- <br />9. <br />a* <br />ll . <br />- <br />4 <br />. ooncim) <br />I <br />". <br />. <br />Is. <br />13' <br />- - <br />­ <br />`W_ft�) <br />>+45 -45 <br />Is. <br />:31" <br />. 13- <br />- <br />'J. <br />- __ ;s"_ _ - <br />s. <br />-) <br />4w (BOTTOM <br />1 <br />. 75 Yb -75 <br />. <br />____ I I - J. - ­ <br />- <br />­ Is.,- <br />- - <br />13* - I- <br />to' <br />__ -.1 ­ <br />op <br />�!_!!_L__ <br />____1j, ___ <br />- <br />Ir <br />13" <br />13' <br />IT <br />1 /.. <br />III (wrtom) <br />- __. ,/-2-, __ <br />- - � - <br />6 1/2* <br />. ...6 <br />- ___ -- - <br />6 ,/2- <br />__ - <br />2W (Top) <br />- <br />a T-/i;- __ <br />. -_ <br />__ G 1/2- <br />­1 - __ ---. <br />____- --- -- -- <br />-- �S-Tii� <br />.- -I-2-1p. - <br />>$'-a' <br />__ -6-1/4-- '- <br />-2W­(-WrT,-) <br />L----'- __ - .. <br />4 112- - __ <br />­­__._..._. <br />__ <br />._ _5' _ <br />__ ______ <br />__ I I/?- <br />__ - - <br />.- - -,-- - <br />7 1/2- - -.--,- <br />, - - <br />____ - __ . <br />- . - , _ <br />- <br />it- - <br />V (TOP) -1 <br />TO <br />I`-S' <br />" <br />5 1/2. <br />i-, <br />19� <br />- <br />wFBND;:rO�) <br />.. - � - - __ <br />". <br />____ - <br />1�__ - <br />- --I Y __ - <br />- - - _13'_ - , <br />- - 5 -1/-7--- - - <br />w-por) - <br />. <br />- - _._ , <br />- 15. <br />I 11 - <br />W <br />. <br />1 3. <br />_ <br />i- ms; <br />- <br />to" <br />____ - <br />- <br />ISEE TAKE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 6.4 15 I <br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 1 <br />JAM"I <br />a . <br />A.S.D. DES" LOAD <br />MAXIINIUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6.-S. <br />> 40 PSF TO 50 PSF <br />W-2' <br />1 > 50 PSF TO 60 PSF <br />5.-I'. <br />6 MAX ' PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE FQAALE ID OR PANEL MATE PLUS <br />ANCHORS & Wl " SP,6pfi&1%%T,L4 1/2' D.C. <br />�e A. Y14$", "' <br />___. <br />. <br />. ,,jj , k _ ­_ ,\ <br />, <br />, <br />-1 <br />.. * : <br />.�, <br />- <br />- <br />. EN , . <br />. . <br />I... - . --r- <br />: . a <br />= 11r, * ; * 2 <br />% � It of llll�_ .;�� , <br />S � , ATE of �� - -1 , - <br />, f __ <br />. <br />% Ss , ,-I ,� 5 � ,4� � <br />, <br />" <br />,�% � , ; . <br />. � � , <br />- -$ , . , , <br />i <br />�, 0. . A . " <br />,,, ,�-.� - . �R I I I <br />, <br />," 1, �p - <br />",� I'm._., �,�.;,""/DITIC <br />__ <br />FLORIDA BUILDING CODE (Non High Velocity Hur come Zone) <br />.1m w000, - <br />74 GAGE GALVANIZED STEEL STORM PAMIR <br />'tN., <br />' ., <br />11LIECOm. � <br />­ _­ <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />0'/2'/Uw <br />, <br />3 A 51 STRW <br />CATE <br />r im"ll a CeMowt - <br />. - ...tZ - — " A- <br />LRO - PWJ I'l-, <br />DAME. n m3I4,w4Im_m7 <br />lIlIom, (_)m-?iNXI. F. <br />20-175 <br />DIANX, - IN, <br />- <br />- <br />...- <br />I 7� - <br />""".. <br />:� <br />�_,__P_ <br />--!!!- <br />M." � <br />� <br />Iliftn' ` al' ,10 <br />*4" A It <br />lA A 44107 <br />1 <br />I <br />7 <br />­_ ____ - <br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL J) <br />INTO POURED CONCRE E OR CONCRETE BLOCK STRUCTURES <br />� <br />EXISTING P RED 1/110 TAW,CW pla:&POLIFIED <br />, CONCRIFIE OR AMC -OR 0 0, cc to on <br />. BLOCK ,� CONCRETE BLOCK <br />11FOLARVO . ';� � .I )` REOURRED <br />, CONCRETE <br />, <br />," rf <br />111, � I 1. 'i ) <br />I �.: 11 <br />� i "I 'It � � ;, <br />Im'. I I I . I- i ­ <br />7 �" t_ I . I /,. <br />:% I �Z21111_1 0�4, , : � - ____ - ft/.* <br />.. ,�' - --- MAX I MLAX <br />;. ----a I � �� � ­r­ I <br />" <br />0 <br />rx'"NG-1 <br />I <br />OLASS "I it <br />I " <br />I <br />" <br />. )r <br />3 <br />11 <br />� <br />: <br />- , t <br />: <br />11 <br />it �' "I <br />, -GUPARI - <br />, 70 GtASS <br />0 <br />EXVING POURED, t c A � <br />CONCRETE OR' '. <br />.11 <br />I <br />CONCRETE BLOCK �.x <br />REQUIRED <br />11 <br />. � <br />1/4*0 PAMELMATE PLUS <br />ANCHOR 9 12 1/2' 0 C <br />I- <br />I ,"I') <br />11, <br />I. <br />.!,Ai�_o <br />0. __ <br />,pcP, - r_41 <br />, .,. ".. <br />IAwi 1XNcIm <br />ISE' ELEVATION <br />ON "ELr 12) <br />I [ (j) L/I <br />: ­ <br />; I <br />I i., C <br />, * <br />l : .Iff- <br />- I i <br />- <br />0 NEUMALS <br />SOL IMET'" Is A 19 FOR ANCHORS "n a SIAC.0 TOP <br />INSTAILLATIONII MID WOOD FRAWE 11101.0442% <br />NOR ANCHOR SPAM14S AND lllklfi� EDGE DISTINCE <br />ARE INOCATED ON THS SCHEWLt FOP to LCSS TNIM <br />INDICATED 04 WHUW ROWC ANCHOR SPACRIC Ily <br />MULTIPLYING SPACING %to" ON SCHED-f EIT TH <br />FOU06M FACTORS FOR TICS 01410ION TO IN POSSRE. <br />RIDUCED $PAC" OBTAOCID USING FACTOR SMALL Not W <br />LES$ THAN �. SPACING INVICATED MR WIN ANCHOR <br />r"I, ON Ift SCHEDULE. <br />,/--. <br />W. <br />NC"Cn Tin <br />MPIXR <br />, <br />PAN0.0ex <br />PING <br />- ----.. <br />� 4,0410 woe" (11.) <br />3 <br />- <br />, <br />-;;;��.- ,�-._---i;�i- -1 <br />­ ­.- <br />3 <br />- - . - <br />3 <br />__ <br />- ­ <br />___._____ <br />all"Allo", ic..wo�ck) <br />3 <br />3 1/2 <br />emix. m wwa m <br />flaw <br />, I/2* <br />-72",- <br />2 '/I- <br />I '. <br />., I. <br />oAc - I W <br />- I 'Ir <br />- . <br />- . <br />, <br />- <br />I <br />LE IL . ::�: . <br />. �1111 .� I 11 <br />� , n : � , " ,� , ::: ; � <br />" , � <br />. : - C, ) <br />, <br />I* Nil <br />-SEPWATION I <br />WiS <br />TO GLASS. V, - , I . �11_1.'�, <br />, , <br />I <br />I-, I I <br />q, 1; I I %, Am <br />"! i � I A" FANCI ILLNGIIII <br />A I . , <br />0 : <br />(SEE ELEVAl" <br />. ON SHw I 2) <br />0 i I <br />I <br />I <br />I <br />, I <br />! I� ! <br />11 , , <br />.. , <br />A <br />I I : <br />f � � !_1 , , �, *.,�;. : <br />I i <br />I <br />Il. , <br />I � <br />I C <br />,�. 1'� I <br />I I <br />: 6. <br />EXISTNO POUREU , �'. , 1 <br />CONCRETE OR , � <br />i <br />I ,q) <br />CONCIRM SIXTA , J, ,� , <br />AfOLARID I I., .., I <br />-�A"­ I <br />" J, <br />- �____] <br />� 1. I <br />(INY"I <br />11 <br />I I <br />, <br />11 ;: I . <br />' <br />� <br />1/4-0 PANFLUAIT I%,r� <br />ANCHOR (BEYOND) 0 Lff�[L <br />WALL MOUNTIt= <br />wAr 318-1- <br />r�V.......... -f -% <br />_-`,\CENS"`-!I�kll <br />" V e '-.1. % <br />: W, AA36Z '. - <br />*: *-* i <br />; * ; = <br />TAFE 01 CC - , <br />,-!�`-, I I -�_,v-g;Cj---;-.- __-, <br />I�. U0 .. "Lumilil- I <br />%, Q `,64� _/ . <br />111,, �-)� .W.-­`�­­, <br />'"NAU; .__ <br />'t SLA,/ixAwrwmI <br />a=11. MIT= - <br />STEEL <br />24 GAGE GALVANIZED STORM PANEL <br />I., <br />ofee, w <br />\ <br />\ <br />-------- ___ <br />GLOBAL PROTECTION PRODUCTS. Lm <br />_­ <br />`.' <br />C 0 ,,, , <br />mw 5. III VW" <br />Min' <br />- <br />rr _I I'VIMMU"r- <br />, <br />-.I'..- -'agN.-Nar- <br />, (, .w_ - mil. <br />)m-?5's F. DaIm-ri, <br />20-1175 <br />otimima w <br />- �f� <br />- p; <br />- i t" " <br />CA-4001111. , <br />*�M-4.1!"', ...., <br />PP i . � . i­ <br />i I <br />immal " w is <br />MANIMUM A.S.9. DE31GN PRESSURE UJING (p.s.f.) AND CORRESPONDIMC MAXIM!JM ANCHOR SPACING SCHEDULE <br />FOR REGULAR STORM PANEL lt� INSTAUATIONS INTO CONCRETE & CONCRETE BLOCK 51RUCTUR <br />(VALJD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) <br />MAX kS.U� <br />MARRON ANICHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW * <br />4PPLICABLE <br />��= <br />Jawk, 0 <br />MPA:IWEVLV <br />MAX "S D <br />MAXIMUM ANCHORS SPACING FOR MIN CO, PEW SCHEDULE BELOW It <br />- - <br />APPLICABLE <br />To <br />MQcQaM <br />DESIGN <br />PRIESSSUPE <br />TO SECTIONS <br />1. <br />­ <br />LENGTH <br />DEWN <br />PRESSURE <br />(MY <br />PANEL <br />LENGTH <br />I <br />thIPCON <br />SOUD-SE7 <br />PANELMATIE <br />E ,D <br />__ PANCILMATt <br />PLUS <br />ZAMAC-NAUN <br />- - <br />CALK -IN <br />TAPCON <br />SOUD-SE1 <br />TE <br />FEMALE ID <br />I PANCLUATE <br />PLUS <br />ZAMAC-NAILIN <br />CALK-W <br />RATING <br />At <br />.1 <br />(it) <br />RATING <br />(PA I) <br />A <br />, cmdKOX)N <br />.1 <br />(It ) <br />. <br />,a <br />10 <br />, <br />m <br />m <br />I <br />to <br />To <br />To la <br />TO <br />" <br />- <br />,a <br />i-A-1 <br />ra <br />" <br />loa-&-I-k* <br />I* <br />iorim <br />(P - r) <br />co.93" <br />it <br />Do.c.,m <br />,a,KvwH, <br />11ILMI, <br />oro.,Iwn <br />SURA, <br />OOM2". <br />mumot <br />'"No"! <br />11, <br />I . <br />C%,��r <br />I <br />OF THEM <br />comcwtitz <br />� Pw <br />aimomm <br />camomat <br />Ctw <br />00101m <br />9�0:__ <br />�il_i��_ <br />OF THEM <br />- <br />Is- <br />I 3. <br />is' <br />". <br />�37_ <br />13, <br />13* <br />� <br />Is'.. <br />131 <br />11�110-__ <br />� 1:s! <br />I <br />is, I ir <br />I (TOP) <br />__�S- <br />i <br />is- <br />4�3 <br />is* <br />13* <br />13 �; <br />13' <br />_11� - <br />13' <br />- -.- 11 T_ <br />I TLT) � - L <br />- �� <br />is' <br />11 <br />� F3 � <br />- - <br />,3, <br />-_ -­ <br />13, <br />1j, <br />- __ <br />13' <br />. � <br />13* <br />- - <br />ir <br />-13. - <br />- I . <br />__ 147 <br />I <br />i is- <br />- <br />_ - <br />IF , _lT <br />I -(a_0rFf&) <br />. -;I 731F*­ <br />-"' 3'­1 <br />_1157 <br />-I 3" I <br />__ <br />4. 9�, <br />13" <br />_ <br />uF_ <br />'.. <br />�j <br />- Is' <br />. I <br />1 ­ <br />13' '47, <br />. 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I � - <br />� t/2- <br />­_j4 <br />. - 1 - <br />-1 - <br />4' <br />. � -1 . __ <br />. <br />­ <br />-_­�;_j__­-_.--_-_j­-- <br />___ <br />?, <br />- -1 <br />13* <br />5 ITOP) <br />­ - <br />i'moiiom <br />, 13, <br />Ir-, �i io� <br />-_ - <br />�.s . <br />I �. ,/2- <br />to vrl <br />­ <br />i vr, <br />­ - + . <br />'r a- <br />* - - - - <br />_�' <br />i/i. <br />_iAi_� <br />8 ,/2' <br />- -_ <br />.1 - <br />, ,3, <br />I -- <br />13� <br />­ -_ , <br />1 01' <br />-_ <br />. _i4 - I <br />,Q_* <br />it. a..- <br />I <br />- - <br />6 I/ 2 <br />-�- i <br />& (TO P) <br />- ,a' <br />-_ -- <br />'1'o2:� <br />- I <br />., Im , _T <br />. <br />'. <br />,-, <br />; <br />i; <br />i <br />is' <br />. � <br />*-T3"- <br />3 , <br />� <br />- Is- <br />�6 ��_ <br />1,6 , <br />1, <br />Is- � 11 I C, <br />Is- I 7- <br />. "s.. -I'! <br />is- <br />�,Jr <br />j 7- <br />10 1�2-;7 <br />I- . <br />7 1/2',5 <br />1/2 <br />- <br />1/2' <br />1 <br />i r. <br />I _,_!� <br />Is* I <br />" ) <br />I <br />L-1 <br />ix� , <br />lIr <br />i B� - <br />r <br />IS ,t/.11; <br />I �!�� - <br />Ikj <br />Is' <br />- - - <br />13� - <br />,a' <br />- _,_ <br />a I <br />Ir <br />___._ <br />it* <br />--- _ -1 *�� <br />" /K. <br />_!i ., <br />I <br />z <br />V. <br />5.�/_ <br />�.� <br />L('2!) <br />I <br />, _�_ <br />--- <br />- -r-.E-i <br />- <br />, <br />174-�6 <br />i <br />- <br />+ �!_ _ <br />­­ <br />-1 <br />1_11� � <br />� . <br />- _ - <br />IE <br />-1-3" I <br />1 _Y__,!_L <br />--Is*,- <br />__ ____ <br />I <br />I - <br />I - <br />0 1/*-�a <br />S I/ <br />6 1/4- <br />_...'_ <br />- - <br />I - <br />I I,- <br />'24. <br />f, 1/,-IG .. <br />IS -) <br />6 1/4' <br />6 114-1 <br />- <br />I , <br />- ! - <br />6 1/�'Jf <br />1/4*_4 <br />(MIT--) <br />SU SIM 11 .0 AW.M TYPE 4 1PACW. �0. INVAUAticid #eQ WOCAD FIRAIIII PAN" <br />. lIomiltw N4a4OR 1AACJN05 AND MNRAPW EDGE DISTANCt 01 040KATED ON ilia 11CHFI FOR ED <br />LESS TYIAN *WANLD ON SCHEDLU REDUCE AKHDR SPACAM ST "71KYRID SPAC" It"O" � <br />XWDOLE IN 141[ FoLLOW,N) FACTORS, F[W THIS OPIR� To BE INXIIIIISLE, ftDUMD SPAC� <br />OBTAINED VMN%; FACRXR $� MOT K JSS TWA ANNAIM SPACII4C -D�IM ION rACl- ANCHOR IN <br />ON 14% wNEDULE <br />1�4*. <br />,/.*. <br />Ile. <br />,/... <br />,/.-. <br />1/0. <br />A"cmm TYPIE <br />� <br />INICOR <br />I <br />1"S­`W` <br />AINISAFff - <br />IIIIANX 0 <br />MAIRCLAIAW: <br />Pi,P, <br />, - - <br />vRMK`_A&%RI <br />- <br />CALI- <br />­­­- <br />;,�; �Mmw�*wsmcwc oP.) <br />I. <br />--; - - -- <br />-L I�_---_ <br />I <br />- <br />" <br />- <br />I " . <br />, w <br />11­� <br />�cm <br />1/2' <br />1 <br />- - - <br />ow"im 9 of m <br />=--mi <br />, i . <br />_- <br />", <br />3 'Ir <br />_- --2,. <br />_ <br />, ,tz' <br />., __� _ <br />I '/� <br />_2__�?�._ <br />3 I/2� <br />I <br />- <br />ACTIft WIZ 111111111111111lit (ED,) <br />FACTOR <br />- <br />I 11. <br />a, <br />- <br />- <br />- <br />- <br />- <br />- <br />I 111. <br />ad, <br />- <br />a,- <br />" <br />L <br />- <br />- <br />. <br />Pa <br />I I I <br />_" <br />- <br />. <br />- <br />I. <br />1. <br />3 t/7' <br />I , - <br />" <br />1. <br />, 06 <br />lao <br />- <br />SPACINGS ONLY VALID WHEN SPACER 90 6 USED. SEE #1 FOR MAX. A.S.D. I <br />1*1 DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, <br />ga <br />- - . . <br />TAM 5 21 A <br />A.S,O. DESIGN LOAD <br />MAXIMUM PAM! <br />LENGTH <br />40 PSF OR LESS <br />1 <br />EI <br />> 40 PSF 70 50 PSF <br />V-2" <br />r5-0 PSF TO 60 PSF <br />V-10" <br />A MAX. PANEL LENGTHS ARE Olfj�Y VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & */"SPACER AT 12 1/2- O.0 <br />FLORIDA BUILDING Coot (Non Hiah Velocity Hurricane <br />- - - ANCHORS (SEE SUCTiONS & ALTERNATIVES ON SHEETS 13. III. 15 &III) ___ - - - - <br />3 . MAX R-IA/13, Ell R-SA/14. R-IB/13. R-20/13. P-38/14, <br />D.11111.,(i). .-I' MI R-iAW/15. R-2AW/15, R-3AW/1111. __ + R-191N115. R-28W/15. R-30W/16. <br />__ <br />- I <br />4) .1 (�) - - - - __ - I I I - <br />- <br />31 MAX <br />'. Am <br />- -1 <br />0 0 <br />0 0 <br />__ <br />- <br />. <br />0 0 6 <br />- ____­________ <br />r­7- � ------- F­ � -------- ----------- �, <br />� � ; <br />. i I � I : � <br />1 i ; � i L . <br />1 � I i ! <br />I ! � I ! <br />1 1 � 4 ! i : <br />---- ----- -------- ­­ ----------- F-71 <br />� : I i <br />: I 1 i <br />I 1 7 1 � <br />i i � 1 I <br />: I I 1 � i I <br />! i I I 1 , ! <br />Lt <br />'� <br />1 <br />, <br />I I <br />i I <br />i <br />71— <br />I I . i , � ! I I I i 4/2 <br />.. I ......... I .. .. ... I. i � �._ ­ _ __ . ­ __... _ ----.--I- , : I , <br />� ; '14"#_WOXl" SLS MIS Wo � I "L" <br />' wx <br />. /- (vsr FOR PANEL LENGTH ­ ' <br />i , PAN <br />� �, OVER ?,-6,) � \ FIL LENG"I <br />I <br />I (a) , I G, i I <br />, REGULAR STORM PANEL , , 14 , � \ REGULAR STORM PANEL � #'-S' 0 "OdO, -40.0 p.A.f. <br />� I � (W/ OVERLAP 00 PANEL LENGTH BDI <br />..11.� � - -- ---- � ------- ; -)D.- - �--- I � - . __ I_ . - ------- <br />I i I , I i <br />, U11 SAFETY SIORM PAN"t 1 T-S' Ill, .50.0. -54,0 p...f <br />I i 1 6 1 I . . . . 1, . � .. __� Wo O~ NO PANEL LENGTH SOLT11 <br />: . �! �,�- . <br />,;z,k A - -v �' 1 I i �A7 USE V-6 MIN PANEL LENGTH <br />Id-20.1, I __ 'I - , N�_ AT <br />_� , <br />� <br />11z,/ I - �0�- � I/. I I -0- - 51 A" M&ATINcs, <br />I S'S <br />I <br />Ii I , - P ' I I � <br />; AT E� 0115ERWI � , , ! <br />. i <br />i .6 - I I I � I I I -1 I - d I 6. <br />I - <br />I I . __ . .1 . � j L/2 <br />f , - I . I <br />� i . <br />1:4ei - ; . _�� . . . - . 1. i 11 I <br />i I I ; I 6 � - I " i 1 1 <br />. . <br />� I I ; i - __ <br />I I - - - _____ ____ __ ­ - - ----. - �6 1 - - _� . <br />. � - - d -_ 11 ---- 1. ----- I— ____ I---- --- L ­ . _ - _ - 6 . . <br />__ - <br />. L' At - %I ' UO � 6 <br />� � I TW,GtTCOI'� tj � I , <br />I ­ I Lg� PE SAFETY I �! <br />D.W(4). L __ .-.---. - - - - - - - I �11! "M EL Eforrom CORNERS : -1 0 1 i ; <br />X, 16 .... __._19 I f5f! .. - ____ X� I , <br />. - OVERLAP- - - QNEfb_NP - _____ <br />Of (�) - - � WIND I1Ul A' OffERIOR WING NVT At <br />3' MAX LEFT PANEL RIGHT PANLL 3- W., t INSTALLAIIONS ONLY VALID FOR WIND <br />I . MIN R-IA/13, R-2A/13, II + R- I 0/15. R-29/13. R-39/14, I' UIN I SPEED UP To 170 ITi P.1i <br />III R-2AW/115. R-SAW/15. R-ININ/15, R-201111/115. R-3111101/16. <br />- ANCHORS (SEE SECTIONS A, AJORMATNES ON SHMS 13. 14. 15 &lID I i4- ;tAx GAP <br />LIFE SAFETY STORM PANEL A) ELEVATION (t) - I <br />T587' SCALE 1/4'-I' / <br />" � '] J� REGULAR <br />, , <br />11`�,� (f,) .,,GUtAR (MN 04�!Jlf - III�U -A" <br />`� <br />.1 , � TORM PANEL '! STORM PANEL �� <br />, :,, _ <br />�,��,��,,,�.����.'�,,�"f,���1,;�,�""',", , I - - ____ ___ ------ �_M��t��t�t�_ I - IN -N ,�, <br />; , �,,,,,�',,' .......... _ _____ , I ---- obt! ;9_k ; <br />­ - ..-I. - . - , "�, ._ � _6_­ <br />- /­_._._,. ­_ . I- ­ - I ...... I - - ikx, _k - I - - . ./ `� <br />,� / ---�- -, - � I .1 I . , �,� "I ,� <br />/4' �4 . ..... el A It- , �` <br />I ., , w " , -, ciw­ . ;� , , I I . <br />11A, GAPx ,( " , , <br />, - . <br />.,� � I ., I - I . ..- 10 �, .. Ix, 'I, , / I k <br />, " . , / .I- .. :30 - " I <br />! - - �4.,_e z - I 2'. --I---- ­ . - ------- ­ - . - - - _=_;;i__!k___ 1_�_ .. � ­1 , I <br />.� I _­­... _­ =�",_ ___z __1. ­__­ � . w , <br />I 1.11 11 <br />, � <br />I f *.: *"447 '- S �� � <br />_(D - : ;*= � :::: � <br />LIFE SAFrry PANEL t I .� __ : I <br />% I. FLORIDA BUILDING CODE (Man High Velocity Nu lcone Zone <br />— <br />'* , QZ. - I - lawaa, - PP. <br />EUEM .11on 01, " 24 GAGE GALVANIZED STEEL STORM PANEL 0,14IR, Of <br />....... . , , ­­_­ <br />__ __\ GLOBAL PROTECTION PRODUCTS. LLC. W/27/sm <br />'i­` ­ - T_ <br />.. <br />%- ­ A /T L Mi. Nm <br />__ <br />__ <br />, . <br />SCALE 1/4"-l' - lllf:_� -/I-'-- <br />PE. WAL/�/D�n <br />ON It W. 51 STREET ­­ <br />�. m M.- <br />ft,ow t's.)IIIIII, 75-5. rm (96.)M-I"r 20-175 <br />- <br />H . .R-. I-- ia_� : !!�, <br />, <br />- <br />.4 I - <br />. I I" 'r_ 11,11111,11 11 ­0 <br />— __ <br />___­________._ ­­­------­--- <br />-_ <br />INSTALLATION QUAILS EQR LIFE SAFETY PANEL I <br />IRTO WOOD STRUCTURES <br />� I <br />- I I I � i - , J . , - - I 1. . I 1. I I <br />__ ­­­ I - _­_ __­_­ ".-...--.- - ­..". ­�­­­­­­ <br />� <br />. i I I � I � .i� <br />I . roD, HFAOrP � � WOOD HT"A i I .601, HEADER - 1, WOOD HEIM <br />- � .,� � 'to RED f _� � i �*, I REQUIRED - �_ <br />- ��01�-Iv � _,� �, � film"Itro <br />.1 1� <br />I � I <br />I � I 1 <br />1. - '_ �__'__ ' I/-_1 TAPCDk . - , /4-0 IAPCON __ _- _ I <br />.. ------ ���.�, __ t Ill'. I . � �. 1 71 _l, A=TAPC <br />I , , _ . ANCHOR 0 a- cc . r � A&C-04 0 9' cc � ANCHOR 0 V a C I 0 V cc <br />� , <br />I , <br />f <br />I � I � , <br />� I I � . I I � I t I <br />I <br />I (i., � I � (i) (j) i C2 " <br />L , , , F i 1 <br />Lo. � 1 <br />, - --- - i <br />-,At, - I I <br />` ­ <br />�,11 <br />, I , <br />. .lk, <br />p , . __ <br />. <br />. <br />. ar"A6 -�+ � - * wqihmil� I C. <br />I . ImEo , "I � i/2' ,1/4' -, ) I'/,- ,1/4' 1 1 112' i <br />� I , I � -;:F- _ ____ ,1/4� <br />No I �� I � � ­-_F��- W. --- <br />I I _ zi � MAX. '. , : - --- _T - AMQ. i I � <br />1 2' ,. � I I , I - - � <br />I; "' I , "" I I � I I _� , <br />I III— I . MI,I � I � , I . 1!� � <br />� "7", <br />, I mi.. 1� i � I MIgi <br />: � 11 � � : <br />2i �" , <br />: <br />1�� <br />, . 1 4 1, I L <br />i I . , - ---j .. i i I []:-.­- -1 I <br />_j-_--_ -,L-L- [ . , ,:;�, , <br />f - Jimmmil - � I I k-! ; � - <br />I �_I , L_J : <br />qlll];_�,] :� : L`Ir�I_Lj (DI <br />" <br />� 4- _�� <br />(D 9 K I <br />-1) <br />" <br />I <br />i I "'*'X n I ''. I - - <br />11 I � IT IA <br />.1 1� ' ' : if I �,I�', <br />6 � I , <br />I <br />I - <br />.",T,,�: � (", ; . i , <br />11 11 ; VI.;RX F.TSING 0 1 --%nqq4 It , .vvv -, , I : <br />. I , bmi'mmints L, �: <br />(w 'm Awa "m -4 I .� I I it <br />- - I'- a ; uafmn� - I-wt : i � <br />i , <br />i <br />11 � I <br />; .,. MAX it I 1: '(" wIa <br />!! : . " I I <br />I <br />7, <br />X I I ,- PAN I LENGTH it I a � AN - <br />' I -C I I i %, M­ I - 11 - <br />/ " I <br />I W.. (SEE ELEVATION I I � (SEE EA= <br />:! �� 10 ' L I I 11i ,.1, LENGTH a I <br />it � � PANEL LENGTH I ON SHEET 11) �. I I PANEL I I ON SHEET 12� <br />a 1 4 0 . � (SEE ELEVATION a <br />I, (SET IOLEVATON . z I <br />; 11 "" i <br />I <br />It . t It ON SHIEV 12) 1 1 I <br />� (- <br />11 ; I [IN SHEET 12) P e", ; I I It / <br />I' w <br />I <br />I <br />11 I 11 I I 11 'j) " � V, "' I <br />; 11 11- SEPARATION - ; I <br />I <br />I* mt� , I <br />" SEFAAkTol� - I 0 1 "IAI, 1 j� I- a To CLASS. , I <br />" 10 a ('s � t- rf, <br />4­ SEPARATION-- - I a " MI.. - <br />t <br />_/ I I <br />11 ic GLASS I L/2 I <br />I I If TO GLASS 0 8­-SEPARATUN - I 1 - <br />� I 4. �_ <br />(3., 6� <br />i I I . , - - 1 -, : I W, 42 In GLASS <br />! I -, - I <br />I _j I � : I * y ') . ; ,-I <br />�� <br />(O I 14 <br />- i " I <br />, � --- , I . I <br />I 1; : # ': ,/r . - I I . ov" � , I I - i <br />; - - I ­ ED .A � I f - <br />EQ. t'_ <br />. � <br />. ��w � I .__ -] <br />� . . � . 7 1 1 ­ - <br />A 4�w , __. in I - I i I <br />I - I I i � I � � �,­ <br />I I 00 <br />ED. -.-,----- EQ _. - -,J q . "I � ) .Al ___j I I <br />� I , LQ <br />I I 1, � � , i� �r* .9 <br />I . - 1 1 - ____ __ - � ­ I <br />I ­ __ 4 - <br />� ­ - � <br />==F= gain W -imicaw--v 11 <br />� <br />I <br />� ­ ". <br />r I I , , , I � ,1, � I � <br />I i� 0 I,f 1/2 .. <br />2'..' WOOD . vnin'Y'. - <br />1. I . . <br />, L ' ­ I <br />� � I �� <br />I I ci : ( PLATE WT, 1 <br />. I � L REQUIRED I � I 0 17 "41". <br />i <br />1, <br />l,'4 0 TAFICON I <br />. . I .. � . I" 4"0 TA"O 1/4-0 TAPCON <br />I! , , <br />7 0 C P T; *01, � �' , , : I <br />AMC ANCHOR 0 9 oc� . ANCHOR a 2, U <br />� � Hop I <br />9W^1 "STCUO <br />,�,4. <br />i StArGEREOD � � REOVIRED I A,C,�; APCON <br />, <br />i I I STAGGERED W/ SILID <br />� <br />� I 0 r OC. <br />��, <br />� K.A^ WOOD I <br />� _ � : � I _ �i 2*.." WOOD i <br />� <br />'I � <br />, I LATE . ) I PLATE <br />'I 'I � <br />REOUIRLD ­ � �: REQUIRED A � -1 IL <br />I 11, - I ,_11. I <br />AlffIN - <br />&MM 0 rt JLJ - N a <br />0 REG LAR 09 WhY PARL Me puff 0 VNWW�A <br />WALL MOUNTINGS 00"Mit"IRMINA, WALL MOUNTINGS <br />SCAC 310.1* � <br />�: ;,,-,,�,,., SGALIF 3/8.v, <br />, .!!14 <br />.. " <br />. V` -;� <br />. EN -�? ' FLORIDA BUILDING CODE (Non High Velocity Nur Icons Zone) <br />morim, : . ' �� P"m "I'mm PC F.F. <br />a 0.44167 ". I 24 GAGE GALVANIZED STEEt STORM PANEL <br />I <br />I DRARW 1, <br />1. MSIALLAION ARE ONLY VALID I -OR AS D DESIGN ,*; <br />PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS 2, * : * - . ' __ -_ - <br />- GLOBAL PROTECTION PRODUCTS, LLC. *'M/' <br />PER ELEVATION ON SHIECT 1z 1� , STATE Oi�' '_*.1!!`t"`;:_�__ ' _1 �/ ILIECO INC \ FIXTE <br />\ - _ _ <br />2. FOR NEW WOOD FRAME CONS-RUCIION. WOOD -S -p--. mwm ANY "Do Se. 5, SMW <br />, <br />"LoRm =0 �,Ir-. <br />1,0--.11 - .. - - . Wa - <br />MEMBERS TO BE SOUTHERN PINE No 2. Wil SPECIFIC %1. oiz, - , I, wvm, n. mm. <br />DENSITY OF 0.55 OR EOUAL ..I.. ��' - (Nwf -I.,- ­ (-I -- - __�� ,,`Xm,C. M&I-7510. FIX C-)""Ohit 20-175 <br />�ij ".'A -I-P. .1 — . — - — - oum.0 . <br />`1Z, , <br />M, .. , !"'i <br />CA- I , .— <br />i <br />,;wo",./mrj WALTER A J" It _ wait 15 ar is <br />- ------ _____.______ - FLORIDA U7,1 OF I i ! . I I , <br />--.--- ___...____,_.._____ <br />I I <br />1/4-0 TAKON <br />EXISTING POURED <br />- - <br />ANCHOR 0 9' O.0 <br />CONCRETE OR <br />, "' <br />� 'L'I <br />OMER TIE 8"" <br />21EQUI '� <br />I" <br />, <br />111.1 <br />"' <br />- - <br />, <br />"I, <br />�2) <br />" <br />__ 'f',,'! <br />_ It <br />I- " . � <br />"..- , <br />" <br />,/, . <br />, /, <br />- , <br />"" <br />,_ _ ._ ;. <br />E.D. I <br />it <br />f-WIS11" 71 11 <br />Q ASS I <br />I � <br />i; �- <br />It III <br />it /" <br />0 - <br />I � I %* Afi� I/L <br />if --SEPARATION � <br />I! -0 GLASS <br />. <br />I <br />I ", I ,�, 1 � <br />INSTALLADON DETAILS FOR LIFE SAFETY PANEL(f) <br />INIQ PURED ONCRETE QR CONCRETE BLOCK STRUCTURES <br />1/4-. TAPCDAi_ -EXISrING POURED 1/4'0 TAPCON , EXISTING POURED 1/4-0 TAPC7 - - - =4�EPOURFD <br />ANCHOR a 9' OG. � , MNCRETE OR ANCHOR 0 11, O.0 CONCAM OR ANCHOR 0 O.0 OR <br />VI" CONCRETE mOCK glj� CONCIRM. BLOCK 11 CONCRETE BLOCK <br />'1_111 REWIRED. �' �'� J` REOUIRIED. <br />I , REQUIRED. , <br />�Y, , r�, li 14 <br />.."'.14 , ,: 4 1 <br />1 1 <br />. I � -) �� , ;.. "I <br />,::,� � 62) 1 i'll, ? (2 41I <br />.. - ­ ,- ,�, <br />_ I �J ­­ -,I <br />, <br />I �', � 11 1. 1/2. , I *r ,/?, , I /,. I �, ��, I/2* 1 1/4* <br />� �.. . I , /." I �, �` - - - I . <br />- . I 1. ,,k=71_� - %�� <br />I ,, � ­__._T­1 I MAX i �' ,.� --- , MAX . , , ­ ____T MAX <br />� I I " I I I : ;e I <br />E.0 0 r ; I I :,,�', I . , 11 I <br />;,� ��'. i F. .'I : � , 11 ! L Q0 .�� I <br />I I I <br />I <br />I I : 5,�. 1 ", �. .. �', .,; I <br />I , I i ; %, . 1, ,,, I I <br />- - I ­ " <br />k , ��`� i , � r . I , �! I 11, � � :�. , I , I, I <br />g; ,'­" , - �, I I', , � r�' I ; % , <br />: , 7,�� � : � : ',,� 111� I �� 7111:� <br />I , � � "�. 1 ��1:1 1/1' i "I <br />0 1 . '11) : j � 0)) .. I `_ I <br />�� (J) 4 1 <br />1, mw I 11 a � <br />I I_ I I SEPARATION I 0 <br />EXJSl,V _p SEPARAII ION 11 I I-, rxrsTw"- - <br />.4k TO GLASS� V.,._30.1, GLASS I 70 GLASS 11 I 1/.10 10", <br />,�, - - <br />: I ,.,:,��- GLASS 4 ... I 1-5 m...v EXISTING,': I I 1 i�� 41' I , %.a, azo <br />! ; PAE - RINE, 41 . ,, , 11 LA ,N! GtASS k � I -, I (am, " Amex I .I, .1 "' ; I - <br />I uOunivat r-C 0 �, I 'O.2", 0,11, r-In I'll <br />I I I 0 ." � I � :1 zi I , 11 � i I <br />0 , " j <br />. "L" W. .- " ! 1" MAX ii i i v Mm, ; I 1' MAX <br />; "I , . I 1i , fl ,.. <br />I PANU LENGTH I 6' PANEL ;ENCT" 11 111 PANEL LENCII 101, ! 1 6- PANti. Lrl,4114 <br />; I (SEE ELLVAIJON 0 "I � I (SEj'rjEVATlO" N / . ! (SE 4EVATION 0 I., I NEE ELEVATION <br />I ON SREEI 12) 11 , I I ON stfr.r t2) if I' wi� ON SHEET 12) it . <br />I 11 � I ON SHEET 12) <br />1 _S it i i <br />i A it �11 L EPARAIION - If '. <br />I I 11 70 CLASS. , I <br />I � - I V_ � I ! � _ I., - I <br />I I I 11 it , 1__� <br />. .I I k I 11 <br />i I � . �� ',C� - .. I : I I I , � 1. I I I ,1 I 1 � ,�_' ) I wl I �? ,.,: � :., I - <br />. � , ,. , � , I <br />4 � I I/? ­1 � - , r. r� � , : L12 � I I <br />I ': , I I , 7r,:;'.,11 1 � � I I , � <br />. I I I : � � � �, - r� I I � ,`� � � I I I I I 1 0 ( " I � .� �� I S_ <br />,_ � : , "! A i A � (j) 6, I.:� I , , . "I I I <br />: 1� , 0 ", F . <br />DR : : � � I E.O* �, � -1 Lo . I., , L, <br />E I : [ - � . I I , CO - .i ., <br />� ­ : <br />, - �, : 1 4 . � I � : <br />! � : , .. j 11� ­%":_ <br />I _* 11: I I <br />I e I '111 I I (14 I �,�, I � e., � I . �� %%%j . I <br />I <br />;, :", - I (* a , � ��: , I 0 ut ,jr = ,,, 11, I 0 1 1 ,. � � I 1 4 <br />i; . I ___ 4-­�� <br />" <br />�l­.,'�,� I I P, � , EQ 4 , , ". - - . . I ED I � ,, I I * -.2, ] <br />I IN E " . <br />�, <br />11 r Main . 1 <br />6, : ! I� - ... , � . I 41f . A <br />I I - lj�_!, .- 11 , , 4� Z�,� W <br />,/". _'4 "A' 1=�� I " , . _7 - to, " � , I <br />. �� C4` - (4'% 1 ,, � . '2 ,,�� - I o llf.. * 'I ,p - <br />�J t, � , . <br />j J� <br />. 1.4 !" ) �', q <br />I I � 1. <br />,/4-0 TAPCON - 1/4-0 -,APCON - 1/4-0 ;APCON I /4'. TAPCON <br />ANCHOR 0 9' OC ANCHOR a 9* O C ANCHOR a 91 O.0 moloR 0 9, a C <br />I EXISTING POURED CONCRETE OR LIVIRING POURED CONCRETE OR EXISTING POURED CONCRETE OR I woNG P*yRED CONCRETE OR <br />T,ONCRPE BLOCK REOUIRED CONCROE BLOCK REQUIRED CONCRETE BLOCK REOURED CONCRETE BLOCK REOL"RED <br />- SUTIAN I -?A <br />0 ffAJ%_VNEL3 0 LMEMNINELL AR 0 LW�Nrll_ <br />WALL MOUNTINGS WALL MOUNTINGS <br />SOME 3/&- I" -,"I'll., ... to"- SCALE 3/5-1" <br />SEL SM 73 15 A If FOR A%atcm <br />- <br />AMD" Timm <br />1/4*. <br />TYPE & SW C FOR INSTALLATIONS WYO <br />C "FOR I <br />MI <br />_­ - --I--,-- __ ___­_ � <br />`N""N­M_0_M_�__ <br />- <br />!--- <br />WOOD FRAME <br />MINIMUM ANCHOR SPACINGS AND MINMU <br />-(W-)- <br />- <br />*__A CIPPfAI (.) <br />___ - <br />3 <br />- DS- T.E =%I'- <br />SCHEDVLE row AIXTED <br />M SCHEDULE REDUCE IMCHOR S$%CIldG <br />ARNMaI '��W;I�C;,� <br />-i­ <br />AMIJIL EXIE UMViS XQ <br />RIIIIIII111111 <br />By lit"LING SPACING SHOWN a" <br />SCHIDW or TK rouowm rICmAS <br />, "2- <br />031, <br />MR THIM OPERATION To K POSMUL, <br />REDUCCID SPACING 01"ANED USING <br />FACTERR iHAU Wol RE LESS INAM <br />- <br />a '/I <br />as, <br />MINALAI SPACING INDICATED FOR EACm <br />ANCHOR TYPE ON " SCHEDULE <br />I r <br />0�0 <br />- ___ <br />I - 3 'p. <br />I - <br />f <br />" - <br />Z�.­, -....-,, ­� . <br />.. %�Wq; .:e <br />�� . . <br />illiI No. 44167 ". <br />S <br />% �j . STAT*F OF .::1 <br />_,�_-� �: ��- I <br />P I mLM/_4cmI,m.fj.m <br />- <br />FLORIDA BUILDING CODE (Non High Velocity Hur come Zone) <br />aMoo 'I'll"XI. � <br />24 GAGE GALVANIZED STEEL STORIA PANEL <br />pp <br />___ <br />a"Ne, In, <br />_0,.'.� <br />. <br />"/10'�/nlw <br />LTE C <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />.400S. 5i STRI31 <br />a.w. " At", <br />-ONE (8U)MIN-IIIIII5. FAX: (A.),wil-wrin, <br />I, - - - _. .1. <br />)!:= . - 0.) -.1. <br />20-175 <br />,_0.067,1, <br />oNRING. . <br />- <br />!4:� <br />:_ <br />� A , ` " <br />om ,*-# .", <br />I <br />I I 1 <br />- I. .1 I. <br />I---- J10N DETAILS FOR LIFE SAFEDC PANEL A) <br />-711— <br />JbITO W09D $TRUCTURES <br />I: :�" _. I 1� , I I <br />�_­_.­ <br />, � <br />; . :� WOOD -LADIER <br />I � � ArOWR D .1 'i � REQUIRED <br />I I <br />, <br />� . I . I � <br />I � <br />I - - 1 114,0 tAKON .. __ _____1 I/,*$ IAPCON <br />. I ;; I 11�.� - AKWW 0 9' OC. � I I I I , 1:1 AMCHM 0 P* 0C <br />. 1�1 I � 1 <br />1 <br />I � <br />� - I <br />� I I <br />I I I (Z 11 J I , :: '! 4� <br />. ,� 4twsm 1_­ � I ", # <br />j I � . ...... <br />I '/1 '/A' <br />. - ,I t ��2��k_ ,I/4' <br />� <br />1 1 1 1� No 4 1. -i __ MAX $ <br />I <br />I, I I I � I : <br />I I- <br />I <br />I <br />: I 1. I - ­ - I : <br />1 � ­ , � <br />: <br />I <br />n; I (I , <br />: � (f) <br />I "/,., <br />- - � i I <br />I <br />III " r <br />i ,:, <br />m%J" If I <br />Vll*�,-:E�-o <br />11. �11 I ( <br />�! I, �, � (_ - PINS "i'l-I <br />R � - ; <br />If I Lval'i - ir-r) liq I i -, MAX <br />11 11 :: I I <br />- <br />! . L <br />MAX 4 . . - , L I - L <br />;: . PANEL LMT- .1 . . - I .. � - I , PANt tFNG711 <br />� i 0 i I (SEE ELEVAII <br />".. <br />11 I (SIC ELEVATION 11 ON SHEEI 12) <br />1 1 <br />:: 11 ON SHE[' 12J - - , <br />i: T I <br />L ii I <br />A I , 11 <br />I ;.1 I <br />11 I' M.,, 4 1 4 �� j " - <br />� <br />PARAIIOM - I, mi� - <br />1�­SE' 1 I <br />: <br />If --a GLASS :l__1 , <br />( PARAtION ��) <br />r '� 11 I __1 � L'" : I- 11 7 - ­ I 6. <br />i � <br />: <br />- <br />L I` f$ ... L____.� i 14 <br />- <br />I <br />EQ o. : a 'Ir PC ... � r I� I I a a 'm at <br />�__ I <br />L I <br />- I <br />- � I I I <br />I I D� , 'I 1--[ I w L a I I I <br />� , -'.,.- � 1. <br />11 <br />I . t.- I I I __ __ � __ I <br />i <br />� I I � <br />2'.4' WOOID 2'X4; WOOD _ , . I <br />"I , , <br />P FLAT <br />LATE I <br />REOUIRED , <br />L. ,/A-. PANELMATE PLUS TOURED <br />11 1/4-0 PANFLMATE PLUS <br />1 <br />- - <br />ANCHOR 0 12 1/2' 0 C J� ' ANCHOR 0 12 1/2* O.0 <br />I . � 11 I <br />I , I . i I . � � . 1:1 <br />I <br />IHIRGIff PAM . ................... Offfl"WRONEL <br />�� N Tke ,,,,, <br />MU MOUNTINGS /1,1 III <br />/_0 <br />41 <br />SCALE I/S." **�.. __ <br />. - -- <br />��Ek�� -!�' <br />._ <br />. <br />. - x <br />. . <br />j .- o.44167 � I FLORIDA BUILDING CODE (Non Hilgh Velocity Hurricane Zone) <br />NOTES, 3 *: * <br />I allm IKM=. - Vp� <br />. <br />. . 24 GAGE GALVANIZED STEEL STORM PANEL <br />Z -, - QRRRI a, <br />OF <br />I INSTALLA71ON ARE ONLY VALID FOR MAX A.S�C _� I.. STATE � .. .. I - _.____.___.___ <br />r' . <br />. - . \ DATE <br />DESIGN PRESSURE RATINGS (p SJ) AND PANn .0 taq*�_ -,- _.___-_1 11LIE C 0 GLML PROTECTION PRODUCTS, LLC. " <br />LENGTHS AS PER ELEVATION ON SHEET 12. .... INC , <br />_�/_ It" Na a .000 1. 51 It.", ... - - <br />FOR NEW WOOD FRAME CONSTRUCTION WOOD i&�ALI, <br />2 �.'24) X. <br />", - ARI. k . =1=1=9TIM-11 MIME ft. 1531. <br />MEMBERS 70 BE SOUTHERN PINE No 2, W1 SPECIFIC 0110166.010, , 1� Ve"). INIamt. (qsl)ww-7w. FAX. His.)ON-Am 1 20-175 <br />- I - <br />DENSITY OF 0.55 OR EOLMIL , - 1 lit".4 - <br />'I w,vii"Aruilcmat t1_1"""I".. 0� I . �_= � I. *1 At <br />I IIA 'm I I I . <br />. <br />__ <br />I - I <br />_II <br />a) <br />a) <br />C_ <br />U) <br />-0 <br />— <br />CO <br />�> <br />0 <br />W <br />= <br />— <br />" <br />=3 <br />2 <br />(1) <br />a) <br />L_ <br />0_ <br />CL <br />C <br />0 <br />_0 <br />0 <br />L_ <br />= <br />-6)-III.- <br />Cc <br />0 <br />-0 <br />Q) <br />— <br />0- <br />Cn <br />- <br />(1) <br />-L-- <br />= <br />0-0 <br />= <br />CU <br />0-0-0 <br />-m <br />-= <br />in <br />= <br />0 <br />= <br />2 <br />5- <br />-2 <br />q <br />II2 <br />a) <br />3: <br />I <br />CC <br />0 <br />.0 <br />-4­0 <br />M <br />LL <br />%+- <br />0 <br />— <br />CIO <br />> <br />dl�e <br />- Ln <br />Cn <br />!a <br />-0 <br />CD <br />Cn <br />E <br />L_ <br />0 <br />a) <br />� <br />CIO <br />0 <br />" <br />0_ <br />CC <br />-M <br />4- <br />. = <br />_11I­III <br />w <br />C:)- <br />< <br />'%- ; <br />, ! <br />-= .1 <br />w 11 <br />:.. L. <br />E I � <br />- C;) <br />� = ; - <br />441 C - = <br />.E M I " a <br />...; = I : *4 <br />= 16 - C;s- <br />.!2. - if , - <br />. , . , ,_ <br />CA 11 i ) cc <br />-Xx z j ,:;Cc <br />3: " ! - <br />- LZI E ' '- Iff 4 <br />w '0j 5 ..< <br />= i m <br />-�; 3: l­ <br />U, -0 <br />= . a .J% co <br />- :P. = <br />. w ; <br />�� = >1 <br />= J, <br />us 2- <br />= <br />. = z <br />m <br />a'- L.) <br />�; z <br />w <br />mi <br />Cn <br />-0-0 <br />L. <br />(1) <br />(D <br />ca-) <br />_4__j <br />4--i <br />W <br />=3 <br />CO <br />> <br />0 <br />L_ <br />U) <br />CL <br />0_ <br />< <br />(1) <br />-#--O <br />0 <br />C <br />:3 <br />-0 <br />CIO <br />L_ <br />0 <br />0- <br />0 <br />a) <br />m <br />L. <br />(1) <br />(0 <br />" <br />m <br />=3 <br />LLI <br />2 <br />< <br />z <br />z <br />< <br />_j <br />a - <br />SHEET NO. <br />SH 1.4 <br />