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R <br />­___1 <br />I _____ END QLQSURES DET _____ --- <br />� <br />AILS FOR INSTALLATIQN IN POURED CgL&REJE. <br />CONCRETE f3LQ.QK QR. WOOD STRUCILAES: VALID FQR REGULAR. LIFE <br />5-AEETY & E-Z JIANG STORM EANEL 10 SYSTEM$ <br />� <br />z� -­ - I <br />* , I� : <br />, <br />� - .,':3 <br />, � I--,, -j 0 R =1%9`C- <br />, $, (�),O <br />1, I ,(4 -1 , <br />I <br />, - 1 2' . 3* , OR <br />I <br />. � rw wout ERNVE 606,�Is AL 3 , 310 "-14 OR � , <br />... <br />­ - M LOY CON, ALML , -, <br />-I (a) & (0 <br />s REQUIRED - __1Y <br />", I I ANOU NIGH I/ - � 1 3/0 1` . <br />I. <br />", - * --mm 12"'O.C. 11 <br />?t <br />I <br />, I X - 0 �. <br />2 <br />N_ I - _4� I �. <br />� <br />� <br />:4 <br />I <br />POURED CONCRETE CONCREIE " . :, <br />BLOCK OR 2'.A, *00o FvA,fC _ POURED CONCRETE -_z I _' I/e.. .'/' �'��' 2 1/2- ��,'.�" I - -1 1; I <br />1 DORM 1 1 ANCHOR %21 cc. - I 1. --." <br />I � <br />REQUIRED 11, 2'�A* ;�E)tM"C�K.p �" "�' L -CZ OR(4 , I I , <br />I 11 <br />lil,r_ 7� <br />� I" � - 'n N <br />, , I <br />RECURRED , � , ,�,Nf ;*-. <br />- - � - <br />I 1111�,�_�, `11��,,;�Alm' I R ,1 _�, 11. X - _j � � <br />, I 1, I I , , I . : ,11. , ". //I'-- \ / ,� 1/4 �-,,,� <br />---"" ,� I'll : - " 1__ <br />�111�_ I � 4 " " I - 1�,� I <br />� 1. - " �� <br />N L'v CANE t ',��; ,�,��,� <br />,1 "I ", _;­ . � I ��e TO <br />I , - __, _41,11 - - L. - .. , <br />1. .­ VARIES 1:12 _._ <br />irt " =: To i'tl <br />I __ �, I � . 1:. <br />\ � . Sr mc, ALUM. AWIT OR C_ <br />- L <br />A <br />, , <br />, '0� q- : 4154 SHEET POURED CONCREIE, CONCRETE <br />' I Alto, mbe - ,I-. <br />,�, ­_ , ,, � I RLQCV OR 2".4, WOOD MUE <br />-� <br />2 �� � , " l _'. 1_\ � - , r", , i LIFT4 ALUM, SENT PLATE <br />I I x C* x �Iw , � , - <br />3 -HIA OR ­ 11 / /`­­1 " i, RIOLINED <br />. �,Z�, <br />, , \_ I <br />a -to 410, , 1 2 1/2 - I- <br />1< " <br />1/,� <br />CONT ALDAL ANOLE U� ___ I 1__� ---I m_ GAP '\-,/ / <br />I/A, . BOLT e . .* . .072* <br />a Ir 04. 3105 HI. OR �H` ALLO, <br />I <br />./AC-NuT C-t A- ANGLE <br />I <br />I <br />CASE A (PLAJN CASE 8 (PLAN) CASE Q (PLAN) <br />i <br />i <br />SCALE 1/4-�I- SCAL_ '/A--]- SCALE I/e-I_ SCALE 1/4'-I" <br />I <br />.-� - -- r- � . I SOUD-SET 04 CAU`_fN <br />," PMEI.NATE <br />0 - <br />" K 1 14 OR 0 ODNDfVE, TYW AT 0 AND <br />� Mw <br />, =EET Ir�o� <br />k, 1-',,� , - - 4 3 BLOCK ,� W ON : AKNEIMATE PLUS <br />159 111. =-=I'- -�,-, I 11 ) , U4 fj� � - � 11, s�, ME ON ta <br />(NN., 0 - VARIES \1 rpm, WOOD SCREW <br />- . 0 1 r.e 00011 F"Ne' ,-,�, -S, M.-i 04 & (p REQUIRED, I AS APP`UFCAQfApEjNBC � I 10 O, "� `�- <br />, , <br />! <br />1 <br />­1 <br />or ING' ) I'll � REBURIED ­ - 1, I I . - <br />povw CONCRETE commm <br />- .-I '�A�L��� , 11 '� I - <br />i, "'I" - ��.. . I I <br />T) <br />I <br />11 aLocx OR 21.4, w000 nKAmE j j <br />- <br />� � � 't I <br />REDUROO <br />� . <br />� � , � �-, I " �, 1A, �a I _�_ <br />�' <br />,, <br />1, 1, , <br />��aL� I t-- -4 �(J) ORI ,,- <br />� . . . . . I � __ , �� 1, O� ,,, I ' " <br />L - - , <br />, I -", �,I)Rm <br />VAMEMS I 0 _� ,�- <br />S' %I-, � _____� % 'rm PARQla TO <br />I <br />INEVCP CLIT <br />I 1AI I COD PANrQ <br />I - - <br />I <br />- <br />A - 9 D� DISTANCE 1- 7�7 <br />, . I ! MI <br />� <br />I � / <br />i 17 �� ',I <br />, - / I I <br />I % I - - - I <br />1� -1 � _ ... .... <br />� <br />/ / �/.�. <br />P ........ <br />"", - T. A, �, I <br />- — N, � 1, <br />­ <br />\ / �_Yop% SCALE I/e-I* <br />\ .- ,,,-�W <br />/ <br />- / - ;6�11"_ � VA111D FOR DIRECT MOUNT INSTALLATION ONLY & <br />\___ �."_�iNi�,_11�11, <br />-1 . ., .. Y_4�1 <br />�,� -, CERTIFIED PANEL INSTALLATION AT WAIJ_S W1 <br />z <br />z : SURFACE LEVEL VARIATIONS WITHIN 3/4- <br />= : NO� 44167 .' 1 <br />* <br />= ; * : <br />= - . * Z� FLORIDA BUILDING CODE (Won High Velocity Hurvicone Zone) <br />CASE E .(ELAN) � F - =eo RUBDO. - I fl.. <br />i?. - - 24 GAGE GALVANIZED STEEL STORM PANEL I <br />. , <br />0. " 1 OWN g, <br />-- - �. . - <br />SCALE 1/4-- 1 - SCALE I/e-I_ � , Oslo - <br />�� - - <br />-e I - / <br />" i�.:-- <br />01,7,/T" <br />", -" —_ . \ GLOBAL PROTECTION PRODUCTS, LLC.j <br />111LIEC 0 mo*' � <br />,,,,,, Tm.Q I, <br />Izo PLUT 4BVO Sww. 5, <br />I., Q �'. A�yw� n, �w <br />__ . - R""I'" 1 <br />4 / � ow RP, -a -a-F-1-71- MINE, (064)M-1$01 I" (§mRa;­`UQ7 20-175 <br />... � I C,00001. - ., -, I - �, . _­­� DRO%`Q_ IN" <br />"X SEAi�1somIUAC"mt ,wNJER A� TAUT 0, PE , :::::::�� <br />. � EAM I% I mmi, �,��������,���,l��,��]��1,�,�,��11,11111,11,�����i��� 11[ I R� " D, . <br />------- ___ <br />. <br />MAXWMAL-AR5,12. QESIgN PRESSURE ING 6a.s.f.) AND ORREMONDINQ MAXIMUM ANCHQR SPACINQ <br />STORM PANEL (TIINSTAL"NS INIQ WOOD 51RUCTURES <br />(VAUD ONLY FOR PAINIEL(DiNsTALLATiONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) <br />MAX. A_$.O, <br />MAXIMUM ANCHORS SPACING FOR E,O, - AS SHOWN ON SHEETS 0 & 7 <br />APPLICABLE <br />, <br />kWjMVM <br />DESIGN <br />PRESSURE <br />RATIN <br />ALTEMAIT,M <br />ANY <br />CU <br />91144TION <br />PANEL <br />LENGTH <br />. L. <br />- <br />I - SCREW <br />PANRMATE <br />PANELMATE <br />WOOO WSHM <br />(P-IG <br />. I. <br />. <br />OF THEM <br />(ft') <br />- <br />13- <br />137 <br />137 <br />1 W (TOP) <br />___13:__ <br />13* <br />_____13:___ <br />IS. <br />____ <br />17-- <br />­73� <br />13- <br />Is (60"awl <br />__ <br />6 1/2- <br />- - <br />6 1/_2_:1___ <br />6 1/2. <br />6 1/2- <br />__ <br />Ilr <br />2W (TOP) <br />- <br />_ ------- <br />- <br />__ ___ <br />6 Ile <br />__ <br />Iz I/2, <br />---!- <br />6 Ile <br />2w (BOTT.) <br />5.-O. <br />� ---�-�.-�--l-��l------.---------,----- <br />!�__ <br />1. <br />- ------ <br />, <br />------- ­ -�- <br />OR <br />LESS <br />HI�J <br />-,--. <br />'. <br />___ <br />- - - <br />- <br />' ' )I <br />- __ - __ <br />_,__a- <br />-j;�­-- <br />-----7j;--- <br />1_____IS:___ <br />!�:______ <br />_._____­_______­.__ <br />13- <br />13, - <br />___6E_-_ <br />. ,. <br />". <br />_ <br />T-3- - - <br />� <br />- <br />� � �'_77_ <br />___,______________ <br />13* <br />13' <br />. - - - <br />1 I <br />4W (BOTTOU) <br />,45, -45 <br />------ <br />13, <br />---,--- <br />13, <br />OR <br />LESS <br />13, <br />- <br />11" <br />13* <br />I, ,/2. <br />'w (TOP) <br />- - <br />_____��a <br />_,__i3r___ <br />- _13- - <br />-L,3: __ <br />13-.-..,- <br />_____ <br />f__ <br />IN (BOTTOM) <br />i� _1/F___ <br />­--i-1-12- - <br />___ T �/� <br />­ <br />a Ilr <br />­ --- <br />6 1/2- __ <br />2W (TOP) <br />- <br />.---- ­_ <br />- <br />_­­­­ <br />- <br />- ­­­_ <br />6 Ile <br />I------- <br />12 1/2' <br />- <br />6 I, KJ <br />�(�!� <br />>5 .-O . <br />__ ,�____­__ <br />, W <br />e <br />_­________ <br />5 1/2- <br />­ _____ <br />­ <br />- <br />LIM �TOP) <br />To <br />14'-4- <br />_i_T/_r, <br />---;,- <br />- " <br />- - <br />7_ <br />_ __j_j/�:_ <br />_ _ <br />- <br />3W (WITUMI <br />_ <br />_11:t <br />, <br />__,: <br />12, <br />_­-2- ___ <br />12, <br />__ <br />4 <br />�W__ <br />". (TOP) <br />F__!O__V1� <br />Ir -I-,-- <br />-t <br />- --��--J---,-3�­J:­T�I-e <br />:.W­i::_L____j <br />r;_iE- <br />E TARE #1 FOR MAX. kS.D. DESIGN LOAM & MAX. PANEL LENGTHS <br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON S14M 6 !!=- IS <br />MAX, A.S101 <br />_____ <br />MAXIMUM ANCHORS SPACING FOR F-D. - AS SHOWN ON SHEETS a AIR 7 <br />----.. <br />APPUCQLZ <br />MAXIMUM <br />DESIGN <br />PRESSURE <br />TO <br />ALTERNATNIE� <br />PANEL <br />LENGTH <br />_____ - - <br />_____­_ - - I - <br />RATING <br />TAPCQN <br />LAG SCREW <br />PANELMAME <br />FEMALE 10 <br />PANELVATE <br />PLUS <br />WOOD EKJSNING <br />& w*.";N <br />*L* <br />(P-cf,) <br />OF THEM <br />(ft.) <br />Ir <br />I 3* <br />13* <br />13, <br />13' <br />I If ITOP) <br />- - <br />13- <br />---. <br />­TF______�T______5_;___i;__ <br />TwTw_"OM) <br />6 1/2' <br />6 112- <br />6 1/2- <br />6 1/2- <br />�— <br />6 1/2- <br />__ <br />2W (TOP) <br />- - <br />______________ <br />--..- <br />- <br />6 1/4* <br />12 1/2- <br />5 ,/4- <br />- .) <br />5-0. <br />__ <br />- - __2L_ - <br />7 I/?- <br />--- ­a�------- <br />______ - <br />--k ----- - <br />- __ __ <br />T- - ­ --_- -_-_ <br />____ <br />-T?7' <br />iw (TOP) <br />___ <br />OR <br />LESS <br />- __­ ­ <br />8' <br />7 1/2' <br />8' <br />- <br />3W (BOTTOM) <br />- <br />-----.-- <br />____!�:_ <br />__ - __ <br />- 13- ______ <br />-.- <br />_�3_. - - - <br />------- <br />.__�_B- __ - <br />- 13- - <br />1--, <br />__ <br />1j, <br />- - _­ <br />�wfwp)_ <br />.45. -4, <br />ir <br />1 13' <br />13" <br />1 13* <br />Ir <br />4W (WITON) <br />I <br />To <br />'75, -75 <br />ly <br />'r <br />13, <br />Ir <br />To, <br />Iw (") <br />- <br />__�_S;:__ <br />-,:F--- <br />___12F__ <br />­w­ <br />­6 Tf4 - <br />1w (BOTTOM) <br />a t/2- <br />I-- <br />_ <br />6 1/2. <br />____­__ <br />___ <br />6 1/2, <br />_____ <br />6 1/4- <br />__ <br />S 1/2, <br />____ <br />12 112- <br />- - -_ <br />6 1/2- <br />______ <br />6 Ile <br />2w (TOP) <br />2w (Sgrr..�- <br />>5'-D' <br />__1 __1 <br />1,�� <br />: <br />"__ <br />______­__1_ <br />_____­ <br />2 <br />-.-- <br />- <br />__ <br />__ <br />UP) <br />Im <br />t_ __ <br />TO <br />P,_ 5� <br />_._t_ _ <br />5* <br />__'___'__­��_ <br />--;F <br />___�:_ ____ � <br />S ,/2' <br />_L__ <br />____L��2 <br />,� <br />____ <br />__Z_j1Z______ <br />'. <br />__ -"-'--- <br />- <br />--"--'- <br />3W (BOTTOM) <br />------- <br />12- <br />3 <br />- 5 1, 12- ­ <br />4w - (TOP) --- <br />I ,-r­1­;3:�­--1-­, <br />­ <br />__!!�__ <br />I ly <br />. <br />t ___�_ <br />!w_(w_11-) <br />___j <br />ISEE TA&LE #1 FOR MAX� ALS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS <br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET 6 I <br />JABIX <br />41 A <br />' <br />A.S.D. DIES" LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />I.-B. <br />> 40 PSF TO 50 PSF <br />— <br />V-2. <br />1 > 50 PSF TO 60 PSF <br />570. 1 <br />6 MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W1 PANEL MATE _F�MALE ID OR PANEL MATE PLUS <br />ANCHORS & W/ �93 EThp"Ij!�,,;Ja 1/2. O.C, <br />IHEALWIO-N QETAIL5 FOR LIF-E SAFEJX PANEL nj <br />INJO POURED CQNCRETE OR CQNCREIE BLOCK 51BUQIURES <br />1/4-0 TAPCON EXISTING P RED 1/4-0 TAPCON, -_ -, --- � <br />I - ou , COW POURED <br />ANCHOR 4 V O_C� _�,,,�, CONCRETE OR ANCHOR 0 9' GO I _-, ETE OR <br />, CONCRETE OLD" �,,j,� 1� CONCRETE BLOCK <br />_ � <br />_�'111_4_ REOURED. , /,.;�, REOUIRED. <br />- � � , <br />" <br />� 'i �' 14, 4) <br />"I ;; 1 2) ._� I .. <br />, . .. " <br />��, � 11 . -C ` � <br />1. <br />I I ­.- �:. - I - �� I 1 /V , 1/4, 1 r---- 4A� 1/4, <br />1 <br />I'll � -- <br />, "I 'MA.: __ , - - - PANX - I <br />..... -, I <br />.- <br />I I :""- - : - I F D_- ,� I I <br />DO 5 1 - -, I <br />i " <br />, I I <br />EXISTINIf POORE - V E,O** <br />CONCRETE OR <br />CONCRETE ELM <br />REOIRED , <br />I/e# PARELMOIE ��V,S - , <br />ANCHOR 0 12 1/2 O.0 <br />CON, NNS, <br />N - r-al) <br />, ` * V­ <br />� - <br />PANEL tEHOTH <br />(SEE ELEVATION <br />ON SHH� 12) <br />� � �i) L/2 <br />I I <br />I I <br />i I <br />11 01 <br />: �Dfqr - <br />, " <br />��, , - ! - _! <br />ft- 19MMLS <br />SEE SICm I� a to to ANCHORS TYPE A IpAcm FOR <br />MYAU,ATK*S INTO WOOD FRUIE BUCORICS <br />WOR LIM ANCHOR SPAC�M AND WWAILIU COX DISTANCE <br />ME INDICATEO ON THiS SCHMOLL VCR F 0, LESS THAN <br />*QICATEB 0 -SCHEDULE REDUOL ANCHOR SPACWc IA <br />MMTfPL"M SPACING SHOWN of V-NEW-1 By TIM <br />POLLOWINC FACTOW. FOR D46 OPFRATION -,O HE POSS431, <br />REMJCED SPACING ORTNNED U 'ACTOR SHALL HOT BE <br />LESS THAN MWAUW SPACING, INDICATED FOR EACH ANCHOR <br />tIn ON THni SCHEDULE. <br />i/4:1-- <br />1/4*. <br />MCI= TARE <br />I <br />UPOW <br />_Pw1EIJw_lf_ <br />- ARCROR SPOCINS (.3 <br />- <br />C <br />.t <br />'­ <br />__ <br />, <br />3 <br />.- <br />-9.4 I o`) <br />, <br />� <br />31/2 <br />Amum. mom mynxim <br />FACM <br />I ,/2- � .. � <br />"" <br />- - - <br />- <br />_ , <br />I 2'11r_ __ _ <br />­ O�H <br />- <br />- - - <br />­ ---.I-.,- r . ____ - __ <br />- <br />- -­ <br />Q� <br />1-1 - ­1 <br />,.,.- <br />- - __ � <br />3 ,/2 , <br />. - <br />- I <br />C E 'u. <br />r=0111:10V <br />CONCRETE MOCR <br />REOUREIL <br />1/1 <br />=4=1111:, <br />W&m"pm <br />i <br />i <br />.1, �01 <br />, <br />IF <br />- i',-'.�- <br />,�,� <br />� I <br />1" I <br />, I I <br />I ILI MAY- <br />: I <br />; <br />6' PANEL LENGTH <br />I (SEE ELEVATION <br />� I <br />ON SHUT 12) <br />I", - <br />1 <br />-1 <br />1 <br />1 <br />­1 -----A, <br />V_ <br />-1 <br />I <br />I11. <br />I <br />� C, +� <br />1 <br />I 6, <br />I <br />I <br />I <br />0 <br />-) <br />.- - ;;, <br />( <br />�_, I <br />I .2, <br />* I <br />­__ -1, � .. I <br />R=a <br />� � <br />MAXIMU IGN pRE:jw,aEJmmG -0 , �_ AXIMUM AN!:HQR SPACINO SCHE= <br />F 8 REGULM S,T 1,�l!:::, i1i [(��� <br />_QRNI PANEL INSTAL I)l 5, Id � i <br />(VAUD ONLY FOR PANEL@ INSTALLATIONS AS PER SEC 11ONS I THRU 6, ON SHEETS 4 dc 5) <br />NO, A.5.1), <br />DESIGN <br />PRESSURE <br />RATING <br />(P..0 ') <br />MQUMUM A14CHORS SPACING FOR MIN E.G. PER SCNmLE BELOW * <br />�= <br />f <br />At ANY <br />M."Iwo <br />up= <br />'L� <br />(It4) <br />MAX, A-5.0 <br />DESIGN ' <br />PRESSURE <br />RATING <br />(P�0.) <br />MAXIMIUM ANCHORS SPACING MR MIN FIL PER SCHEDULE BELOW * - <br />- <br />AR <br />'G= <br />I <br />ac AN'r <br />� <br />- - <br />PAV <br />LOWS <br />IL, <br />(ft) <br />.,- <br />TAPCON <br />SOLID -SET <br />PANCIEMATE <br />FEMALE 10 <br />FANELVATE <br />PLUS <br />ZAMAC-NAILIN <br />CALK -IN <br />TAPIDON <br />SOLID -SET <br />PANEWATE <br />FEMALE TO <br />PAN <br />PLUS <br />ZAMAC-NMUN <br />CALK-tN <br />" <br />oo,,�M <br />TO <br />DY.AURM <br />"' <br />OCICRIUE <br />lj_-'r <br />To <br />-- <br />,j,, <br />A <br />To To <br />= = <br />To To <br />mwzwml ow�w' <br />��� <br />COMBINA71ON! <br />OF ?j� <br />to <br />000. <br />10 <br />CLOCK- <br />To <br />CONCRETE <br />To <br />o Color <br />m <br />W&M <br />--- <br />To <br />CONDUCT <br />TO <br />O'"'RID" <br />- <br />To <br />OUNCRITE <br />Ili- <br />R, <br />� <br />OF THEM <br />- ET <br />�-� <br />Ir <br />13' <br />13, <br />I,r <br />15" <br />� <br />13 1 <br />15, ly <br />is" , I . <br />" <br />I (w) <br />_ <br />_ <br />- - <br />,3. <br />- - <br />13" <br />13' <br />-_ <br />13- <br />- <br />_jr� <br />,3- <br />sL <br />__L - <br />13- <br />_�37_ <br />13- <br />1 Ir <br />13. <br />It 1/2" <br />A (w) <br />13' <br />__ <br />13, <br />- - <br />13* <br />____ <br />is- <br />_13�_ <br />-1 3 - <br />1:1- 13' - <br />- <br />if_�§, . <br />IS, <br />I ir <br />I Mrrow) <br />13' <br />1 13' <br />1=3 <br />- <br />13- -, <br />13. <br />- <br />13. <br />- <br />13, <br />__ <br />� 13- <br />it 1/2' <br />1 (BOTTOM) <br />+45. -45 <br />OR <br />L06 <br />- <br />--L-r- <br />13, <br />- -;--IF- <br />__2L__ <br />13, <br />­�_a <br />­ <br />11. <br />-.-- <br />is' <br />-Ir- <br />­ <br />I r <br />_ <br />13, <br />_13� <br />. <br />13' <br />-_ <br />is, <br />- _13�_ <br />13- <br />�- <br />13, <br />_;_F_ <br />,.V , ". <br />-_ --- <br />ty 13, <br />-T.-F, _TF- - <br />1�" <br />- 13"- <br />13, 1 r <br />--I 4� 5- <br />_2i_ <br />13. <br />Tj- <br />- <br />tj' <br />- <br />1�* <br />tr <br />2 (MR) <br />-, <br />2 (EKIPTOM) <br />3 (w) <br />5,-tr <br />OR <br />Lt� <br />+45, _4l� <br />TO <br />.55, -66 <br />23, <br />13, <br />13" <br />Ir <br />Ir <br />ly <br />l:r <br />13* <br />I <br />w <br />!_�) <br />V-4r <br />OR <br />LESS <br />... - <br />11. <br />- <br />13- <br />- <br />lif- <br />-7,37,- <br />" 13- <br />13- <br />L3: <br />5:� __ <br />13: <br />- <br />1 13- <br />- _11 <br />- _1/�: <br />- - , <br />1E <br />13' <br />____ <br />- <br />- <br />2:_ <br />- <br />13' , <br />- __L <br />I. <br />E_I_ <br />_;_ <br />Tj <br />�__i_ <br />'I /V <br />_i__(TOP) <br />- - <br />-j-, <br />-,-"- <br />8. <br />__ ­ <br />ly <br />-1, <br />- :i k__.: <br />` <br />' - <br />- <br />­V <br />- <br />- I � <br />IF <br />--,-T <br />12 1/2-12 <br />­w_ <br />- a. <br />___­ <br />� . <br />I i3 � � .1 <br />1--_1 ��_, <br />13� <br />__L -.4-1 <br />, <br />5 1/4- <br />112- <br />0- <br />_ <br />- <br />__­ -.-,..-., <br />�$' <br />__ <br />� <br />73­ <br />- I.. <br />-11 <br />6 1 le <br />6 3/4- <br />--iawF_ <br />'. <br />­­ <br />Ir <br />___.__1 <br />__wI�._ <br />ir <br />- ,�_ <br />6 Ile <br />w <br />- <br />I- ­_ <br />- <br />-1--_ <br />- I...f-- <br />.-LS:_ <br />j�� <br />t 6 1/4' <br />12 1/2 <br />__!I:_ 1 a" <br />-t- <br />4,.i`_' <br />I - <br />­!�-+--�:-�7-. <br />­ i - <br />__ ___­ <br />13, S' <br />- - <br />- - <br />__ I �� <br />­ - <br />- i - <br />- _ _ <br />- '. 1. <br />___ ___ <br />I <br />- - <br />- <br />1 F� 1-1: I � <br />!3, <br />-­, __ <br />� I I'. <br />__!i� ,, <br />I 3-,-1 ­�TTi�_ <br />___ - I - <br />- <br />I 1/1' <br />--a,- <br />- <br />'. <br />­­___ <br />13, <br />-----------­-­- <br />ly <br />_�"_i __.__�K'F�PL__ <br />6 1/4" <br />I IZ4" <br />_ _ <br />/!*. <br />Z..L <br />- _ <br />1­ <br />13, <br />13- <br />6 1/4*16 <br />� W7 LIM) <br />_ __ <br />_,(T2_p_) <br />4 (WTTOM) <br />-..--,--- <br />5 (TOP) <br />5 WTTOM) <br />(ROTT") <br />- <br />­_ <br />. <br />-, -W-- <br />­6 - - <br />z; <br />­­ I <br />13' <br />- 13" <br />__ - - <br />- <br />- - <br />­ - <br />5 112- <br />------ <br />I i_3�­_ <br />- - � 1. - <br />11' <br />- _Tr__ <br />- <br />_2:_ <br />2 1/2-12� <br />-.1- <br />6- <br />-­B--­-- <br />-­­ <br />13' <br />. .. -.-- <br />13, <br />_14:_ <br />. <br />6 1/4 <br />_L3L <br />1/2' <br />-_ <br />. <br />--- <br />---I'--- <br />13, <br />I------ <br />Ir <br />__!��_ <br />6 I/e <br />6 1/4- <br />E. <br />'- j�'- <br />­_­ <br />-Is, <br />­­_­__,_.,___ <br />sy <br />is, <br />- <br />a 1/4-1 <br />9 I/e <br />:- <br />____!_�'_ <br />I <br />- Iii- <br />1 13- <br />- <br />� _T�iq­ <br />72 1/2-12 <br />- <br />_�,_ <br />t is' <br />­_ <br />- <br />1 L2 <br />7 ,/2 <br />___ <br />, 11.1 <br />- <br />7i3E <br />- - <br />- <br />. __­ <br />0- <br />_�_� - <br />. <br />I <br />- - - - <br />I3'__j <br />­� <br />_�7'1 <br />- <br />- <br />- <br />- , <br />I <br />I <br />74: <br />- I:F - � <br />I - <br />6 114* <br />I— <br />a' <br />.--F- <br />-­­ <br />i3' <br />­�F - <br />, ]i­r ..... <br />6 Ile <br />5 <br />-_ <br />­___ <br />It 1/2' <br />- - <br />IT il;t , <br />I'll <br />- ­wi� <br />'t IBOTTOMI <br />--- <br />� ­, <br />- <br />4 (WIVON) <br />I--,---- <br />It, CTOP) <br />, � <br />i (B&F&i <br />i-i-Top, - - <br />6 �i;� <br />-,�­;Ief�-(WTL-) <br />ly <br />I "' <br />1. <br />)a- <br />10 1/2 <br />I <br />7 1/2 t, 5 1/2 <br />13, <br />/2- <br />1 (TOP) <br />I <br />�Y­Ir <br />I " _e <br />1'. <br />I '. <br />A <br />IS' <br />S I/r_ <br />9 1/2" <br />5 1/2' <br />T3` <br />5 1/2* <br />I <br />>V-07 <br />To <br />9`6' <br />- <br />"' <br />_23- <br />13; <br />IS- <br />I .,- <br />U!i- <br />Is, <br />- <br />r <br />- - <br />'-i; <br />5- <br />_i:_,_!i_. <br />7' <br />- <br />2- <br />13- <br />13- <br />__ <br />13- <br />ID 1/2- <br />- <br />- 13' <br />- <br />Ir- <br />1�_._ <br />1� <br />13- 4 <br />.*,* <br />. <br />1 <br />" <br />-13- , <br />_j <br />. <br />- 7- <br />-i-1;1_2 <br />__�7/_2 <br />k ,,� <br />-a__T_'__ <br />___-�_ <br />�,� <br />'r ; a 112 <br />I <br />Ir ' 9 1/2 <br />10 1/217 1/2 <br />1/2 5 1/2 <br />- ___ <br />1 iT2+'i 1/2 <br />10 1/217 1/2 <br />13. <br />13, <br />13 - <br />-3 <br />____ <br />,!� <br />V - <br />4 1/2' <br />6 1/2 - <br />-8-1/_2 <br />__ <br />6L _(8CT2n) <br />2 OCR) <br />IT ) <br />2 ( T <br />so ON, <br />_f_(T_0P�__ <br />____ <br />13* <br />_!i�,_ <br />7 1/2' <br />_ <br />i3' <br />_1�:_ <br />13, <br />-.L-3: <br />13, <br />-1/2 <br />to- <br />it- <br />j <br />1 I�T <br />1 (BOTTOM) <br />____ <br />I <br />__!_,� <br />ir <br />­ <br />a. <br />-i-1727 <br />-_ <br />tr <br />_!�q <br />_ <br />13, <br />ir <br />- -1 3y- <br />8 !/2- <br />I, —W <br />_Lx <br />___10 <br />ir <br />-;F- <br />-L- <br />& 1/2- <br />-TO- -- <br />9 1/2- <br />___,­_­�,� <br />_.!�_ <br />6 1/2- <br />�!_ <br />__13�_ <br />13' <br />t Ilr <br />fir <br />2 �TOP) <br />(OOTTO,A) <br />13' <br />- - <br />- <br />- <br />T �lr <br />­�._ <br />- <br />13* <br />__ <br />,3. <br />7 lIr <br />- <br />___-_!I <br />3- <br />­ _ <br />- <br />---. <br />a 11r <br />__ <br />8 Ile <br />- <br />,3" <br />-.-I- <br />1/2_T71�2"� <br />_ 8- <br />9* <br />13' <br />__ <br />wr <br />". <br />I �:_ <br />- . <br />- - - <br />Ia� <br />13, <br />- <br />__`�:_ <br />':± <br />_IL <br />__r_ <br />. <br />5 <br />____ <br />,a---- <br />tal <br />__!O�_ <br />11,:��12 <br />_ <br />e <br />__ <br />- <br />_w -_ <br />� <br />to* <br />13- <br />_ 1/1'12 <br />it' <br />__ <br />a . <br />- <br />13 - <br />- <br />It' <br />__ <br />1 To- <br />�lr <br />_ <br />_� - <br />__ <br />- <br />-_ <br />to' <br />". <br />- <br />- <br />_121�_ <br />� - <br />__ <br />4 - <br />1/2- <br />5 17i� <br />it' <br />. <br />- _:i- <br />.: I <br />ii� <br />I ��_ <br />I - <br />3 1/2- <br />- <br />- <br />I 8, <br />&� <br />-13L - <br />_i3L_i_1/_2' <br />5 I/e <br />6 112' <br />- <br />7 1/2 <br />- <br />". <br />13 <br />�i.:_ <br />-.,- _t <br />13, <br />I , <br />- <br />6 I/e <br />__ <br />-- 3* - <br />- <br />- <br />5 1 /2- <br />- __ <br />1/2- <br />� ___ <br />B , <br />Lg?!)_ <br />3 (BOTTOM) <br />- <br />4 (TOP) <br />4 (HOTTON) <br />5 (TOP) <br />- <br />5 (wrom) <br />- <br />- <br />_�___ <br />- <br />'. <br />- <br />r <br />------- <br />_ <br />12 1/2-12 <br />8. <br />_ <br />1/2' <br />__ <br />___ <br />5 1/2' <br />- <br />r,'-' <br />, I/ . <br />5 'IV <br />__t <br />__ - <br />T. <br />7' <br />- <br />6 Ile <br />_ <br />3 1/2' <br />- <br />�2 �112-16 <br />:t-j <br />S' 4- <br />__ <br />___- <br />____T <br />, - <br />_____ __ <br />4 1/2't 3- <br />- _­ <br />6 1 /e <br />- <br />- <br />�!_11VI-_-3, <br />6_!�!1L_mmu) <br />4 (TOP) <br />­ <br />'. <br />�TFI-;;-, <br />- <br />- - <br />a. <br />-T3;-1,- <br />_F_ <br />IF <br />0, <br />B. <br />­1 , <br />IS. <br />13- <br />. . - <br />o 2' <br />I/ <br />I If-w <br />a' 1 - <br />W ji I <br />- <br />i� I/ <br />--- <br />10 1/2't 1 1/2" <br />!_Lg_�_-- <br />'3' <br />. <br />;T- <br />t__(-_� <br />& (Top) <br />_! <br />I <br />I'_ <br />;1 Ttj/7, i; <br />�:�Ti,-,F <br />1 <br />77;7� <br />6 �� <br />TTOM) <br />I <br />I- <br />iz_ <br />I . io <br />_'_ <br />, 6 I/ <br />' ' <br />! � - <br />_ <br />1 7' <br />� <br />1--z <br />ur I <br />-.-.. - <br />IK2 <br />�15 I/ <br />- <br />I <br />4�-� <br />4 <br />_Tc_ - <br />!. (TOP) <br />___ ___j <br />L_ <br />---F-A- <br />3' <br />- <br />­ <br />I r__ <br />--i:--- <br />--Tj;- <br />-i-T/2- <br />7j;7- <br />- <br />a I/r <br />i I/ <br />I <br />6 2" <br />-_ <br />, , . <br />A� <br />- 1/2' <br />5 (TOP) <br />- <br />YI1 <br />I I 1 j4j <br />L � , <br />2 <br />. <br />,/e <br />15 ,/4 <br />.n <br />- I - <br />,�_ <br />- � - <br />, - <br />, <br />_1��:. <br />a 1/4- <br />_ <br />6 (gam-) <br />-j-_ <br />d <br />� <br />_!�_h <br />- <br />6 - <br />1/4 <br />____ <br />8 1/4- <br />__ <br />15 t/e <br />- <br />6 )/4' <br />e <br />- <br />- <br />,, - <br />- <br />IS wi--# <br />Is 1/� <br />I/"- <br />- Wk-) <br />____ <br />Sa SHEET 11 CON ANCHORS TYPE 41 SPACING FOR whLATORS wo vow nt" amaxwmm <br />. MONILAC ANCHOR $PACOWS AND WINUUM EVOL MOAKE W INDICATED 04 TIOS SCREDULE FOR ED <br />LICBS THAN iftbICKIM ON SCHEDULE REDUCE ANCHOR SPACOOM VC NIUMPLYWO %P,AC" SAO" ON <br />SCREOLAS W THE FOLLOWING W,TC1CR, FOR THRS OPOOTION To BE POSPURLO REDUCED SPACkND <br />MA04ED M40 FACTOR WALL NCO K LESS TO" AWRAAA SPAD04; ROCATED FOR EACH ANCHOR rME <br />ON THIS SCREWU <br />I/e. <br />I/ !�,_ <br />t/-�. <br />1/4'. <br />Ifiv. <br />,/4*. <br />ANDIM TYPF <br />- ­ <br />- . <br />­Oi�__­��___ <br />;�ow;-mi-wum <br />-_ - <br />Ulm. <br />"011w <br />mm i <br />�_ <br />- <br />b"NOWUM �HDR SPACING (II.) <br />5 <br />I <br />a <br />-2 ,/2- - <br />2 112 - <br />Nummmumm" ��(111 <br />3 <br />,I 'Ir <br />I <br />am"Ama, xv.) kamoRox am O,j <br />___L_ <br />3 <br />7-"-. <br />- <br />ACTIVIL MIX-ONTANCE (E.D.) <br />.!I <br />I <br />- ____Iyr _ _ _ <br />-Pm <br />_.__�____ __ _,__� <br />- - , <br />- , . <br />C 'Ir <br />-1 <br />�_ ,_ I <br />No <br />- - <br />- <br />----- ----,"- <br />- <br />__ - <br />a. <br />- -i,ja - <br />-1 - __ - ___ - - .. - <br />, __it;� <br />__ - <br />� <br />_- <br />- __ar - <br />S" <br />- <br />I <br />- _O� <br />�;�_ <br />- . . <br />,Do <br />-..-- <br />_-, - <br />� - <br />SPACINIGS ONLY VAUD M IS USED, SEE J1 I <br />S= <br />WPAjNQ_ <br />M i <br />WHEN SPACER USE I <br />r_ DESIGN LOADS & VAX, r <br />__ <br />IW fill A <br />A_&D. DESIGN LDAD <br />' <br />� JAMMUM PANEL <br />LENGTH <br />40 Pgf� OR LESS <br />- <br />61-13. <br />> 40 PSF TO 50 PSF <br />6*-2* <br />. <br />I- - "" <br />> 5ORSE-TO so PSF <br />� 5'_10" <br />A MAX. PANEL LENGTHS ARE ON§ VALID FOR INSTALLATIONS <br />W1 SOLID SE7 ANCHORS & W1 SPACER AT 12 1/2- O.C� <br />- - - . - -- __ _ --- ---AVCHORS (SEE SECTIONS & ALTERNATIVES OR SHEETS 13. 14� 15 8,161---- , - ------------- - - - <br />. <br />; 3- MAX, R-IIA/13, R-2A/13, R-3A/14. R-1B/13. R-20/13, R-38/14, !� MAX, <br />� I- uw- *R-IAW/15, 9-2AW/15. R-30/16, R-IBW/15. R-28W/15, R-30W/16. I � MIN. I <br />D.M..(�� I � - <br />__.— __ . , — <br />, - - 1-1-1 I I 1. - ­­­ .... �­ - <br />I—— - � .11�---------,--,.-----,�---,----.,-,.,�. I - ----------- _­_____________ ­__ _­ � - <br />(�) 0, (i5 I , I ; <br />0 . 0 0 0 0 0 �) 6 <br />1 <br />, <br />% � - r___,______ __ , � - ____T ___ -------- ------, I <br />------- __� 4 <br />, ___"_,__1__­ "____r---! ------ I----, - 7 ____1 ----- ---- -7-- I- -- ­----f---7--, ! <br />I i i � <br />I 1 I � 1 , I I 1 1 1 1 i i ! �, � � I i I <br />I I I � I i <br />I i I i ; , I I <br />I I I I � I I I i <br />I l� I I I 1 1 1 I 1 i � I � <br />i 5 I <br />I � I I '! i � I 1 ; i 01 2 <br />I'� I 1 , ': 1 c i <br />I i I I � I <br />I , , 1 1 1 ! 1 L I <br />� <br />� I i I I - _1 . . . �. ___­!` <br />, I , <br />: . � I I I I I I I . <br />I I I � 1 t/4-41-20W S-S, BOLTS i"o I : I I I � � v <br />� <br />I <br />I .�, � � E MAX� <br />� . - (USE FOR ISANEI LENGTH , \ � . <br />I . <br />I � OVER 7'-s-) � ,� . � I I : I I PANEL LENGFTH <br />I � 11) I I c <br />. (D / <br />I . <br />, I � <br />� � REGULAR SMW PANEL � I � 1 REGULAR STORM PANEL I 0'-S' 0 +40.0. -40.0 p.s.f, <br />I � <br />I . I / � 'i � (W/ OVERLAP MR) PAWL LENGTH BOLT) <br />� � � I <br />k 101 4- I <br />I <br />I ---- ------- � . - - -7 - - -1 - ----- �­ --------- I ............... . <br />� I I � .d( -------- <br />I . i I I I I <br />LIFE SAFETY STORM PANEL I � . 7'-S' 0 150.0. --S,LQ p�r, <br />. � � : I I � � <br />. <br />, , - - LL I - . - � . - (W/O OVERLAP NBC, PANEL umm lum) <br />__ . I - I I 71- <br />I 11 - k - - <br />,F--T <br />I - - � I I , <br />. I A' � , I L I I -1 <br />I I <br />7,1AP, I � L � _ 1 - [ I - ' 1 ,;;:�A USE 2'--B' MIN. PANEL LENGTH <br />I 1 ��5� <br />`�­ 1 " I . �0_ ! , 1/4'0-20.1' ,�� -, - - � - L ' - -_ ­ � - - - I L - III- - __j I � <br />- � <br />. ! S.S. aw � ,�� AT ALL MOUNT#XOS <br />' <br />. z _, 1 � , AT EA LP I : - 7��, 1 1 <br />--�­ I <br />! <br />I i � i I I _� I I I I i <br />_] <br />I- ­ ­ - ---- -- � L -- ­ I ---- - -- � --­ -­­��' � 11 , . 11 -11, . ,_1­____­ ­ - I----- _­ - - . - ,--- ,L_ I, I J. <br />I ­ -, ­ - -- � - " ­ ­ ­­ . , , - I --- I L - I -�%------ _______­ - . .", I 11 � I I 71­­�, I I <br />I - 7- - -_ - � ' ' - -__ __ I : , ____ - , L/2 <br />j: 1i : '. . ' <br />, I . I � : I <br />1� i <br />I i � � - - ­_ _t ... I - I 1-1 � 'L _-, 1, - i <br />. i 4�' , I � ; f <br />: I - - <br />[­ <br />I L 1- I I I I <br />I,,,.:_ __ , . - ­­ I ­­­­ i I �. �� . ...... , � .­' <br />'.'L 1� � "-.'L-'------ I ,,--,'I- I—— .�­_. I.- - -11 I __1 1, _ .- __11_1 ­_­1 <br />: <br />�­� <br />- 11 I I I ... _ ­ �-­­ - "--- ­- ­_­ , -_ . " ­ I . I 1- ' ­­­ ­_­ ­­_____1­­_ -----,-- - - ----,-- ­-1-1-1- 1---i-1111-1 <br />!, L I I I . � I , I �z L. - I J1 � <br />I � _­ ----- , , �­ ---- - ­,,­ - , - _j_ �_ � - , - --- - -- ,I --------- � ---- ---- � --------- - '. <br />1 ,(2)- Nuffck-6� -AT-s-auq-­ --- I <br />I ; I I � <br />, I <br />, � ; I - LOCATION 0 LIFE SAFM_ ­­ I _F L I <br />. I PANEL ZZOM CORNERS t­_ ;i � 0 � I �� �, , H I <br />I I , i I I i . �� I 11 1� <br />I I � 11 � <br />D.M.,(�). L_ '9' . ­­_­ _t - 4 1- f I I <br />"' 4- w - <br />- - _CVERLAP_ I 1-owtRiAp-, I i <br />I . <br />-] ::—_ I . — <br />— <br />-, Iz/ RNNG I WING NUT AT , <br />NUT AT, EXTERIOR �- , <br />�1; 1AR I LEFT PANEL [* i PANEL ,I_ w: I t INSTALLATIONS ONLY VAUD FOR WIND <br />" MIN. R-IA/13, 9-2A/i3, R-3A/14, R-10/1.5, R-29/13. R-38/14, 1, fm.� I SPEED UP TO t 70 rH p.h. i <br />RM% <br />� <br />+ <br />A-IAW/15, R-ZAW/15, R-3AW/16. R-IRW/15, R-20W/15, R-38W/16, <br />___ - - - - - , - - _ - L­ -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 8:16) - , -- --- I ­1 - ­­ <br />,/*' AAA. w <br />'�­' LIFE SAFE12( STORM PANEL 1, ELEYABON (t) - � 7 <br />- , SCALE 1/4--l- �, <br />C1 ) REGULAR 2�687' . . <br />-1 ", mAi"AP-t, Wt!"', WE`-" �11 STORM PANEL <br />-:� REGULAR <br />I, STORM PANEL <br />, <br />".It"Of.." . <br />�_'_�_21 alt- - - - - - L --------- � -------- - L - --- �­­ - %90 ---------- ­_­ ------ � CA-0 N, _==�� =� 11 � �=�­--_ -4 <br />Or_A� <br />1 � 7. "� ---------- � �---,�,----- _ 1-1 z�­ w�� � �z� -_ -_ -_ ____ - ­4 -- Z), 4, 1, i� � / " i; <br />-.1 1 <br />. I \ - __ - . � ��,` � , ; L <br />1/4, 1� - �7_ �,._ ?'�� v ,,, . - - <br />.�, lc�"�,��, :11. _ I <br />N%94 OAP� 7� , r,:,� <br />1, � 1`1 - \1\___z______. <br />I <br />, \ - .:1 - , V -, . 1� , I I <br />__====�==='�_��_ � - ---------- �-"'-"7'�-�--l����-�----��__.-.__�---- __ - =_ ----- =;�_ISL <br />- � � �_ � - I . a . ­4���V� <br />� I W. 18y_ '. __ -_ "I <br />;�- 4 s ... I I <br />(-q) z .. I <br />- - . I - . - . <br />' z ". * �, i <br />�� <br />LIFE SA , <br />PANEL � -ma, R rwr, - - ': * _- FLO41DA BUILDING CODE jNom High Velocity ku <br />11Y, 14U Icons Zone) <br />I I I <br />�... - Item ftt, 24 GAGE GALVANIZED STEEL STORM PANEL F�pl <br />,.� !10�, <br />EXIE8108 !� DRAfO9,` <br />.... <br />- i% <br />-----\ GLOBAL PROTECTION PRODUCTS, LM — <br />. , - <br />WE <br />" <br />- ­,_.� 11 . I/TlLrECO... <br />SECTION A -A , Tun usned & Com"mma coupm� MIDD S.W. 51 STREET <br />ONAL CL AUI� <br />D -%:I- - ."! ... A.'NE_ ("Rea-mm F.- (w)".-M7 20-175 <br />SCALE 1/4'-I' -1 _t_. - " I.!, - , == m , - <br />7/_ - - <br />I C,_ ­i - ,_ DRNON� .: <br />F� SE./So Tr *ALTUR 11,11T temrr,� . Is <br />, <br />-JR-0-m"'M ,w ;, 1 - - IF i . i I i <br />I <br />--------------.------- -_ <br />INSTALLATION DETAILS FOR LIFE SAFETY YANEL /,�_, <br />_U) <br />TO WOOD STRQQTURE�j <br />. . I <br />� <br />­ -- - �­ - -- � � ­. -_ - -_ -_ - I - - , � ­___ , -­ -7 - - 1. 1-1 I � -, � - -i - <br />� � I i I I I � , I I � � � , , <br />, � � I I ; I i�; , ��, I I �, � I I <br />I 1� ­� _1 I _77___o� - <br />w - __ � �, - . ­­ � I - I , i� � 1� —1­7� � � I <br />1�1 - - . __ I jrooRrER - __... 1, � � rOj1M1E1t1,AO(ER 11. 1.� - - _1 IIj ... t", HEADER . I . � � I WOOD HEADER <br />- - --I' -- ED � , - ,�`[ __ � , at D I I - <br />� ED C <br />, r <br />1 " - - , I �._ " - � ,� __ I ,� ., . I ­� �71 wEouIREG <br />� - I I � . �! _� , 1, I I � , ; <br />. - � .- � ".1 - � I I - <br />I � � - r 1. I I 11 11 I <br />, �� - <br />I , - i - -, - . . � � - I e � -1 - I <br />� , I I - i 1- _Jetf CARD I �, <br />I I I I � . '�� 1 4'. TA�(� <br />� ON . I � 1 _ _4 _._ =AtC� 1, I , L I - _14*0 TAPCON � i 4_ _ _X <br />I , - <br />I ; i I , - ANCHOR * v olc "I I , 4 1 o 9 OZ. I � . I � , -jwHoR o 91 ac , , I .1 I . , CROP 0 9 O_C� <br />I " .� .. : " , � i <br />I � , I I ill <br />1� . - � 1.� �., I - , ': <br />" I , � � - I I f 1. - I � . . . �i <br />� i�. , : ,! 1,; . I 11 li <br />. , . � <br />I .T FA . � �! .- I � Ill I - - 11;') - � � I C2, <br />. �_-C2) ,�,,j 1) ", 4,��', 11 � 7 I- <br />11, L . I'� I � . I � , I I I 'il� . j <br />. � <br />� - I . - <br />I . _t �� -NS , .-j , f : I j 1 A <br />I ,Q me� 00p"j <br />/ - - ' 1/2- I 1/4- 1 7' <br />T - 11/2- - <br />I 11 , .� - �j II/e ,il,, ". . 11/4" <br />1 � � 1; 1110 . . � I <br />.� I � I � ! : . I , ,____ I ; 5 , <br />, <br />, - I I __ - - - - I � I I � j. � - - - - I �� . I , ----------- <br />- 1, , 2� 1 1 � - , 11 - . r I <br />'. , I 4I I ; ,� 2 L "I ul" L V <br />. � ffiR. ` mi. , �,� 1 <br />I _". . � . I I <br />I I ,� <br />1%, 4 n , , , i, - 1, , , I � 1, , ,� <br />�, - I � . I � ,� I I Li. : � I i I I � I'll I, <br />, "I - 4 1 <br />I <br />.�� -,_---------jr- I � - F� -,-- I 9[L:wri_�_ -1 - <br />� ! I i ___ I � ,� - I <br />i ­­__ L ri;_51 � - 1 4,10 ,- <br />- I I <br />� iull <br />, C i � (D <br />. <br />� u I, Li I - If Lj I . - -C, - <br />I IT i LRL 1 (D <br />- � i _71-yr-E, �_ � <br />i IT <br />4 i I I."� -." I it i : 9 � '^`_=w � <br />If I I - � :�q � 4 � it _ I 1"Imm <br />O � � i R I� V_ - �_i* I or, <br />A __ �, �,,'4f��- , I � ��,_ if , AT. � 4 1 If I V1*0 - � - , ; 'I .,,111 <br />=t14 �� �, .129 -IT �.._4i� ; Iri <br />L <,,, "'Sn" it ��,_ I' , " wwwa ; ) I I <br />IL _ __ _ I , , ! , 4E=L"NG­1 ,, 1 : <br />I - - ­_ fA I - - . : ws, , - <br />==�11 <br />I <br />If it I <br />4 � -1. <br />I <br />" � � " � � v -- ) . i <br />MM d . 11 I J, "L- hw- <br />I ! <br />If . <br />- � �_� - ,_ -� g . LENGTH 11 : R. � , . I_ , I <br />. I � - I . - <br />11 I . - �111�__ _: - - � <br />a � - - - __ I - ,C_ - ­ � � k Lj. PANEL LENGTH <br />� I f ,L7 m­. � I I. Lt..- - <br />,4! _; . �: _4-:­ � - PANEL <br />� I 6 I � [SEE ELEVATION <br />� � I It I . (su ELEVATION * PANEL LENGTH If 1:11 I ON SHEET 12) <br />!! ... � PANEL LENW�4 I ON SHM ;2) 0 - I � i <br />� I I _­ - L �� f 7­ � I . - ELEVATION I I - , - A---- --I <br />- ' -, -Ij --- -4�r - !(SEE Et'EVATION 11 I -I I ,!L, �, � (SEE <br />-'Ir- <br />IT r I. . <br />it p I � ON SHEET 12) H I I 4 � 1) � ON SHEET 12) 1 Y I I If <br />I,_ -.1 - __ ­_ _­ -1 a I' 1A, f C I 'I -_ "A - - _A_ -A <br />11 I- W­ : I ,, - _-_,0` -_ - - - -- I -- 9- - SEPARATION - - ------ -_ _ - ­ - I— I <br />S : o____SEPAuTUo,_ - ! 01 A -) ! r "T <br />:1----TAM 11 - I � -01 L/2 11 I' M;� - I , " To GLASS- ! # �_s um I- W.. j <br />GUT <br />I If TO GLASS I �. 0 � : 11---SEPARATION - <br />I I - I I L/2 u TO GLASS, - I I -A I <br />4) 61 <br />I I : - . " -14, 1 !1� r i � 1 1 1 <br />- I I @ � <br />d <br />- f <br />. 011117 � Z �" j I � I t <br />, - ,� M. , <br />IE � �� I , Eo I �_ �, - � ­Uo ---. <br />Lo -1 1� - �_ � 1- - , I - ", L= ! I � <br />, <br />I I- ------ �Ij - I - - 11 � � - I V!_�_ - _11 ,____I ED. ". F!_� . - --/,* If f <br />4 <br />� . - - _____ ___ - <br />L =ti_ I- ­ C =�t� I_ � - ___­ I "'. ED, -1 � � <br />- y I <br />,�� <br />" , � .� 11 - ­�' I - . <br />I I F:7-1, r _� <br />I I 11 1� I., i ; , � � - ,1 , ,/' <br />I % 11 �, �--i .. <br />- . 1� �, i �, 77tt ,%4* I tio- v. -;& <br />l� Woo, I'll � , � " <br />I PLRTE I 111-1-i � I I I ,��. - <br />!, . (�) <br />I � I , � , 1 , (�) - , � I � �, <br />- , , � I' <br />� � , <br />: � � �. � �: Li I � """ ' <br />, , � , 0 i2 <br />, , ,to , � : , I � , � � -_ <br />-0 TAPOON 2'.., woo � 1% . <br />I I � 11 1�1 -# TAP�� � : 1, RECAP 1 4 :, I r � <br />- 1/4 ­1 , 1 �i � -L - ,jj4'- TAPCON : <br />- , . , � � 4 - 1 _1/4 ___ " . ,,, I <br />i <br />� - - , ; i I �I <br />, i i ij) <br />, I <br />I I . PLATE 11 ,I <br />- , � i;' �' � r ANCHOR a 9* o�c� ", : ANCHOR 0 9' OX . I I I " __I/eo TAT�� <br />=I- . CC. ` 4- j r <br />, *1 - , � L � I <br />� � 1 , =13 ;11 i i � STAGGERED W/ ST"D ", I � I I REWIRED I � � "O <br />_`_ , , , <br />'. I <br />I <br />� I I � <br />- Woo. ,,, , ; i� _::� I 11�.4- WOOD i I- I � "� I <br />�, � ��! <br />I <br />__ I , I I � <br />-j- o" 1 � , , , I. - <br />�. I 11-- 21 - � � , <br />� 11- <br />_ �, -- --- -- REDUIRED 1 , � I- , I I <br />I - REQUIRLD <br />I <br />� I- .1 <br />AIJ n R-jAw ALTERNATIVE R-IBW R-2ff AL R-28W <br />W <br />0 REGO PANELS 0 LIFE SAFETY PANEL t PANELS 0 M FAHE <br />WALL MOUNTINGS ",HO"RaNt", WALL MOUNTINO <br />ScALE 3/8-1- 4 SCALE 3/8.)- <br />0i p, T14;N <br />0,;;,>�' ­..--------. , <br />'r. N -. . <br />4t;* ,** vc FLORIDA BUILDING CODE (No. High Valoc!� Hur cone Zone), <br />b1m, Z . � <br />.- e2m -,Wm — I., <br />E � *- � 24 GAGE GALVANIZED STEEL STORM PANEL <br />- I m 44167 - z ORM"? B, <br />1, INSTALLATION ARE ONLY 'VALID FOR A.S,O, DESIGN I � :*E <br />= . <br />. - W/n/ma <br />PRES"E RATINGS (p­f) AND PANEL LENGTHS AS = *'. * ,Z_,����::�,,, / <br />PER ELEVATION ON SHEET 12- - ,� -E O�w-- , <br />S STA'i / HIE C 0 1mr, \ GLOBAL PROTECTIO ZAIC <br />iV�____ <br />2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD � :1 rIORM" ,.",o T"jr Tomfo * Emmmom" COMPANY law S.W. 5� 11TRE17 - - <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -�, k � ____PO__ .. PR I, DKYZ, n- 3"14 <br />....... , - � 0-1�� ONE, C90-751A FAX, (O"Ne%-6717 20-175 <br />� ,r--, <br />DENSITY OF O,% OR EOLIAL � � I .., :-;� , mWNs NP. <br />O"WO11712 ,!!�,'4- — 1 - — I - — <br />!--I <br />"TURI/DATE .i � - <br />I P-E __T__� <br />.1 On I$ or Is <br />1��� =zI1111 99 <br />_____ ____ <br />. <br />(VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) <br />on, \_1 <br />1�2 """""' <br />-.3 <br />liz, <br />MAX. I <br />DESIGN <br />PRESSURE <br />RATING <br />(P.-J) <br />IAAXfAUL4 ANCHORS SPACING FOR MIN M PER SCHEDULE BELOW * <br />APPUCASLE <br />TO SEOR <br />,, 0. <br />!GF :MM <br />I <br />P"E` <br />LENGTH <br />*L' <br />­j <br />A.S.D. <br />PRESSURE <br />RATING <br />(P .-f ) <br />MAk" ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW * <br />APPIZA <br />TO SECTORS <br />& ANY <br />- <br />I ( ) <br />TAPCON <br />SOLJO-SET <br />I <br />PANELVATE <br />FEMALE 10 <br />PANELMATE <br />PLUS <br />I ZAMAC-NAIUN <br />- <br />CQ.X--lN <br />TAPOON <br />SOLIO-SET <br />PANELVAIIE <br />FEMALE jp <br />P P <br />LIM <br />ZAMAC-"AILIN <br />I <br />--AC <br />CALK-01 <br />- <br />- 70 <br />Commit: <br />To <br />-%W <br />=LI�1&6111 <br />To 10 <br />TO <br />..;m <br />To <br />MY <br />:Z_-;�Fiw <br />., <br />1=1 3k <br />=�a��_26 <br />To <br />TO <br />- <br />TO <br />- <br />To 10 <br />PACIVIX NumerE <br />�._ <br />;-:" .4 <br />COMBINATION <br />OF THEM <br />13* <br />IT' <br />ly 13, <br />11. ,1� <br />1'. <br />!3* <br />12' <br />1� <br />7_0601- <br />__ <br />, Is' -I 5, .-I <br />3* 10 ,/2- <br />,3, - <br />8 t/2* <br />1.3* <br />'.'. <br />6 1/2' <br />7 'Ir 5 1/2" <br />1jr. 14 1/2* <br />;��,- <br />I (Top) <br />__ <br />I ii_ <br />I I' <br />- -.-- <br />I y 13* <br />- <br />Ir 13' <br />I r <br />_.13: _ <br />I y <br />� <br />I r <br />..2. <br />_13�_, __I _ <br />,3. io' <br />___ <br />I (BOTICIM) <br />I , 6 1/2' <br />I'l, Ir <br />131 <br />9. <br />iy <br />9- <br />-.. <br />--.-- <br />to- J�t/F <br />- <br />� <br />>,88, -0 <br />TO <br />�75. -75 <br />- <br />11 <br />- <br />- <br />li= <br />- <br />__ <br />__!�: 13* <br />__ <br />- <br />13- 1 1.5- <br />_iF-I <br />___ <br />13- <br />___._ <br />13" <br />--73-- <br />__.- <br />is' <br />_13,�__ <br />_____ <br />Ir <br />_.Iar <br />__ __ ___ <br />. <br />13, 'a <br />, <br />_-W- , <br />___ __ - - - <br />: (TOP) <br />- <br />5,-*1 <br />OR <br />- <br />.75, -75 <br />To <br />.119-ilga <br />L _ <br />- - <br />13, v <br />__ ___ <br />_1�:_ __ 7- <br />ir -7----r37-�—ta�--,i�-i-i7e--i;��� <br />___ ___ <br />- - <br />.1 --- 7�_ <br />__­ , y <br />-1 -1 - - - <br />.... 67-, _- <br />_1y 6 1/2- <br />'IF- _______,_____,_______9 <br />------- __ '" - <br />13' * <br />___ ____�_._ <br />- - <br />TY 10 1/2' <br />- �__ <br />IS- IY <br />- __ <br />12 I/r,2 1/2- <br />- <br />r !� <br />- - <br />K!�i f - - --, <br />I i- - �-,T. <br />_,L3_*_i --- T.- <br />, <br />__LSr_M__1_/2_ <br />T I/eld 1/4' <br />13- <br />___ <br />Ir <br />_-, <br />0 1/4 . <br />__ <br />7- <br />__E�_ <br />13. <br />- 2�1, <br />-IS' <br />�_,Fll' <br />-_ <br />6 1/2' <br />SS-1-le <br />6 ,/4-12 <br />___­ <br />,I 1/2- <br />­­ -- - <br />_ <br />_-, <br />, 1. <br />--"--"---- <br />I _Y�:, <br />I /2 - <br />_0 <br />__ <br />13' <br />- <br />I .' - <br />' <br />-�/2'16 <br />___ <br />a- <br />i , -1 <br />a <br />---- , - <br />a. <br />__ _ <br />13" <br />_j��_ <br />jr <br />______ <br />, . <br />e <br />5 1/2' <br />- <br />I , <br />is I/2' <br />. 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P2 <br />I IT 1/2' <br />- ___ <br />1 1 1/2' <br />" <br />I I' , <br />- <br />- <br />- S:-- <br />To- <br />i 1 1/42 <br />11 1/2-1 <br />8� <br />- <br />a' <br />E <br />__ <br />- <br />- <br />-7 <br />i " <br />- <br />: - <br />.': <br />8- <br />fr 1 7- <br />- 2l� - <br />, � 6 1/2 <br />_ <br />' 1 7- <br />"I - I F - <br />- L!��__tl, _,/� <br />7- I 3� <br />--- - <br />__y___L1__ <br />1 13, 1 7' <br />- _F__TS <br />IF r <br />I wmom) <br />- <br />(TOP) <br />I _ <br />_jS - _0M) <br />? I ,_�r <br />lf`n�- <br />2-LalaoM <br />4 CROP) <br />Z -OWTOM) <br />__ <br />16 (TOP) <br />- <br />(0071GO)l <br />- - k1lo <br />�V-6- <br />TO <br />8,-W <br />I <br />Tl:__ 10 I /2'. <br />Ir <br />1/z* <br />13' <br />16 Ilr <br />1 2 5 1 <br />ir 1. 4 2 <br />L21011) - <br />>V-S' <br />TO <br />7'-O' <br />L <br />_!3:__ _5:_ <br />0' __ <br />6 '/;�, <br />.3" 4 5' <br />_ <br />* � <br />- L3- 3 <br />_L�_____________.. <br />,jr 10 i/2' <br />i3* <br />13* <br />_6 <br />9* <br />6 I/r <br />13, <br />iy <br />9* <br />6 I/r <br />-7 <br />, <br />to* 17 I <br />' I " '/� <br />- <br />I x I 6, <br />I Y � 4 I/r <br />" (wrom) <br />. <br />2 (TOP) <br />- - <br />; S-_j 7- <br />4]N-I 1 r <br />_ <br />I Y <br />2 1/2- <br />_.; <br />- _T_�_ <br />11 <br />7/7 <br />— <br />1:. L1�2'4 7 Ih <br />_ <br />7-6�7-- <br />IF 2 <br />- - <br />2 moyyo�i) <br />I <br />_114- 7' <br />_url i3* <br />_ <br />13' <br />-.--- <br />9--1/2* <br />13'--- <br />9 1/2' <br />__ <br />10 ,/211 1/2- <br />:113 =6 <br />j_MIP) <br />. <br />- - <br />- <br />12 1/2`,42 I/V <br />6 1/4' <br />- <br />6 1/4' <br />2 I/r <br />Vi/4- <br />__ <br />- 1 - <br />____ - - <br />6 1/4-16 Ile <br />3 (8017M) <br />" i <br />, �: _ <br />-_ - -_ <br />11� <br />_T,_Vl�iv <br />_____t_ <br />'r r <br />� <br />__�* <br />_4LY?� <br />6 I/rl - <br />- --- <br />,FT ii� <br />- <br />1 3w-1 ­t, - <br />7' <br />__ <br />1. <br />-.---I-- <br />I * <br />- <br />- --N-- <br />, T/r <br />___ <br />- <br />9- I <br />I 2' <br />C. <br />___ <br />1� <br />ir <br />13" <br />_ e <br />- <br />- __ <br />;- <br />9 1/2' <br />4 1 � <br />/_;�__1__.___ <br />5 '/2- - <br />__ - <br />to- 7 112 <br />10 112- 7 11/22 <br />. <br />, I,tr 2 1/2^ <br />_____ <br />7' - <br />_ <br />- <br />13 , <br />, <br />ir - <br />I .. <br />4 (Top) <br />t - ) <br />_I__ <br />5 (TOP) <br />", <br />,P I I <br />lj� <br />1 13' LO IIV <br />- <br />__ 2'! <br />1 /i-t <br />I /2 <br />'I <br />iZr ' 7* <br />a ow) <br />____r_ - <br />Ir I F <br />--- ___ <br />_-T <br />, . I <br />. <br />— <br />, I , <br />6 2 <br />r <br />__L__ <br />Fl-r <br />!_ --- <br />i' <br />; � <br />-_ ,� . <br />TTI�2 _ <br />� <br />,# <br />__: <br />1 _:�Fe <br />Ir 7 d <br />�-- <br />.-,I- z <br />mi <br />2!]1=El1_%_I1q1A <br />� <br />- <br />­ ­_,7/ejo <br />__ <br />_!�!:I�,/!:,. <br />__!�Ljl?.IL <br />- <br />� <br />_ <br />- <br />__�: <br />i - <br />6 _ <br />_ e K <br />,7 <br />. <br />6 ... I, -) <br />- - <br />� <br />�_ <br />a li4 "I ,/R� <br />� <br />5 'le <br />6 ,� . <br />2 <br />- I-- <br />_ <br />- - <br />� - aq, <br />a I/, <br />.; <br />11 <br />SEE SHOP, t I MR ww" 1`7% a SAAC,AC MR ,Nvtm�Tvm We wwo MWE ou"WOT <br />. VNIAMU64 AMC'" SRAONW AND ONSWU M DISTANCE ARE POICATC) ON IRS SCHEDULE FOR F-DI <br />"�, THAN INDICATED ON SCREWLE Oft0j:15 AWWR SPACAR, ST MuLTIPL,PNO SPACING SNOOM 04 <br />SCHEDULE By IKE Foupom fm;lw� FOR THIS OFIDANDOW 10 BE POSSIBLE REDUCED SPACING <br />OMAR" U594 FACTOR 1kAU. NOT N V,SS IHAR MARkAt "M INDICATED FOR EACH ANCHOR CIPC <br />ON HOS SCHROULF , <br />I /41. 1/,t'. <br />- __ <br />1 lj4�. <br />1/4". <br />1/4'. <br />ve. <br />ANCHOR Tm <br />_jW _ _I ­­ --= <br />, <br />I .Coe� <br />2ML <br />- - - - <br />zhwo-NNICIN <br />__ ­_ <br />CktX­ <br />--- <br />UNIMUM ANCHOR SPACING (01) <br />� 1 3 <br />3 <br />3 <br />2 Ilr <br />; "Il <br />N"I"NA'A" TOOL <br />� 11. <br />y <br />� <br />C ,/v <br />� <br />_- _' <br />[PrIma "A jmwmCRC since Mi. <br />� I a ,/r. <br />1 3qv <br />­YT�____7;t—r_ <br />- <br />ACUN. EM DWANDE LF D,) <br />I <br />FACTOR <br />- <br />1 1/127 , - <br />__ "�- I - <br />__ ___ <br />I- , __ <br />� V", - <br />- .." .� <br />T-Iiii-4 <br />- <br />I <br />OSO <br />--- <br />__ - - - <br />I I - 3. <br />j <br />o." <br />- <br />_ _3 <br />--- - <br />- - - ­ <br />� ,,,, <br />- I __ - U- <br />I - <br />SPACINGS ONLY VAUD WHEN SPACM(PIS USED� SEE #1 FOR MAX. A'S.D. I <br />'INS WHEN SPAM A so. <br />I- DE90N LOADS & MAX� PANEL U3* I U <br />;r <br />a <br />A.&D, OEM LOAD <br />MAXIMUM PANEL <br />LIENGTH <br />40 PSFOR LESS <br />6'-8" <br />> 40 PSF TO 50 PSF <br />61-1. <br />> 50 PSF TO 60 PSF <br />- <br />5*-10" <br />A MAX� PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ IS SPACER AT 12 1/2� D.C. <br />i�M <br />11 <br />I <br />* � <br />I <br />.. <br />- <br />�J.. <br />o-44167 , -Z <br />- <br />: - <br />* . *:-: <br />STATE Otf. . � C�1-� <br />-r <br />em TILTED0. � <br />,. �__ <br />I <br />/ 11LIECO. . .� <br />" <br />24 GAGE GALVANIZED STEEL 'STORM PANEL <br />". <br />DRAWN 51. <br />__ <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />LO: P OTEC M <br />7/17/ma <br />0 DATE <br />�� 0"", <br />^ <br />"<-, <br />`ZORIO-... o;-- z <br />. � ) <br />� <br />M�i� <br />NUUT TIDSTING . ENO -He -- <br />— - O` . - __ I — <br />� S,w, 51 STT`ECT <br />X A <br />OOE� n- �, <br />1.Rso�8cC7 <br />20-175 <br />, I <br />, , <br />_ . <br />fi&Zo� 7", <br />- "I .11.1 <br />.!L;11%.1z1�r 11-11, <br />I ----- - <br />PHDIC, � P. . <br />LICRO)&"­Iw� P�� <br />= LORC _,� <br />_ _ <br />_ _ ,_, <br />- - <br />DIA"No . <br />INSTALLA—TION PEJAILS FOR LIFE SAFETY PANEL -1 <br />INTO POURE12 CONCRETE 9E CONCRETE BLOCK STRUCTURES <br />I/e# TAPOON PKSTING POURED 1/4-0 TAPCON__ STING POURED 114'0 TAPCON - - - -kXW VRED 1/4-0 TAROT _ , _ ! Mm POURED <br />_6G_ - ' _ROCRETE OR AN 0 EUP0 I . JMN OR <br />ANCHOR 0 S* . t5bNCRETE OR ANCHOR 0 9' O.C. CHOR a 9* GO. : on ANCHOR 0 2 Ox <br />K'�,.t�� L <br />, <br />01, CONCRIETE BLOCK Al I I" CONCRETE SLOCK . I - CONCRETE BLOCK �,i, CONCRETE BLOCK <br />" <br />� <br />� �,� REGUIRED ,�,,1,,,, REQUIREO, n PEOUMED. 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I I ( <br />� ­ I 9110N�It' I I 11 I "I ` ! <br />� <br />_�, ` <br />_�, " 1% <br />I-. - �I ,r�� , � 11�1 : I .10 i r 0, I- mi, : , (1) <br />I .� 'DI , C, I <br />11 . . � 11 r MI, I 11 I 9 <br />0 . 11 SEPARATION 4 <br />FASTItim III GLASS : I I TO GLASS, A <br />-1 , - xl/,. , V.1-200- - � - i <br />EXISTING ' GLASS . � 'A . 1�*** DanK If .. BOLIS . 1 "_w4_ � T I � - 1_1'�A�p <br />I I___KRI - :�,�;F , � CA � � I <br />- _� I-, - 1 W CON ARM <br />It A , , CLASS A 4 �vlk <br />GL45-1 -JI A, I - I ;a�p -.13 . <br />I I � . A,/ . <br />I 'A I- � ! ==, 11 I I I H - __ Y, E 9 � I i <br />I� I i , I I � 1 UNORH INER T,r? I <br />f i 10 It I� 11 � I I I I <br />If I I , , I I i! 11 ; I � � I , .. <br />i; , Ckont, I, 1, , I, IL, AVQA � t I � I "' = ,I ' I - 6' PANEL LENGTH <br />�1 , . g I I <br />I! I LENGTH � 11 t* PANEL : ENCTI, 11 �'� ANEL I I <br />z � � � 0 - I <br />�1 I , If , I I - 'f N it 1 4 <br />9 ­1 SLE ELEVATION 11 1� I I (SEE ELEVAiIONI 'f- - - _­­ I -C-L (SEE ELEVATIC % , (SEE ELEVATION <br />�. - r ON SHEET 12) 9 <br />11 I ' Q.. i I ON SHEET i2) 0 1 !, I - MIA. I ; ,I_ <br />I -1 I `_i_ - <br />I <br />�, __ <br />jr--SEPAPATON - - A I � __ � � I ON SHEET 12) ji--SEPAR41ION ii - 1 1 1 ON SHEET 12) <br />1 <br />d TO GLASS. , I, I I I _, <br />1 1 4 ... ... �__­ - - � .I---- � a - __ il - . <br />- , <br />It I ; 0 � I � ­-7- "I 6 0 -- ­___ 1- ­ I --- - (i�, <br />It t I 1� I : � � I 1 - 'Cl j . - , <br />­.��,;7 - - 7, I 1"..."" �f�,�,,­,;'­"Y; I <br />, , , <br />-, � , ,,� I 7- " - , %L�;' --,,��-�,,�,',��,�,`�� � <br />_ , , ," ,, �, 1 �_, ':_,,��,, - w <br />m LI/ - <br />�, <br />, , "�� � " �,� ! L, , 7777777 7,777 I �`�; � �z,I',z,,, -1., - � �� ; 6' <br />, <br />_ , <br />" � - � -,;,� : - I 71,,­,_,,�,�,� <br />11, 1�­ !'11�� ��'r, I � ,;�'�,� -­'�v _," ,�,'S' ""', <br />,�!,, -, �: , , "". ,_,�. "", <br />i,,�4,��,,, ,,,�,"",,�� � 1 _0! v � I I (3) I `11'�� I <br />. . I- � � � _�,;'15; <br />, ' I I � <br />" I E.D�l '5,'�`,',�'," � I I I <br />E.6,* '�_,`1_1% I i - (J-1 ) �� C . I E.0,4 `� -�',�, � <br />_ ; <br />� , , , � , ��, � ____ - i ;; :11 , - I <br />"I'll", I <br />� � �'111-?,�, 1 13 , I �,�,'�,� I - -9f � � , " I <br />I , I � j '�"-,�_/�' <br />,�,f - � ' - � -, l 4�� I ; <br />� ,'�,`�', " � , I .yr ' "' I 6 42 Vr &t, I I I k I <br />- <br />., � I '1� I . . I <br />_?, <br />_. I - I = I i , ED! , � "' ,-- - - __ <br />, <br />.1 -1 - <br />"m-, LO I - , ' � : 't I <br />I , _,'� � ___ I ED I- " . <br />� <br />� I �. � - , _L__L - �, - � I - � I 94. <br />- � "I "'. SOL .1 I 'T* <br />S , T I �, ED: - <br />/e _j ____ , . - " __ I - _ - I -;� ..'. C, I ` I I 41 <br />I `� � -, " - .11 <br />I __­' 0 1,, 1/2 oD I . '2 '/2 ­. <br />- _'� I 11 �.� I 1-1/1 � - _� <br />- - �, - <br />- -I 4, _ -44! .;;;; I---- <br />,." <br />,�, Z/ 1___1 , I <br />1/4-0 TAPCON ,_ Ile# TAPOON - I le. TAPCON 1 ___I/eO TAR(X,N <br />ANCHOR a 9, O.C. ANCHOR 0 91 O.C. ANCHOR * 91 O-C ANCHOR a O' O.C. <br />EXISTING POURED CONCRETE OR �_ EXISTING POURED CONCRETE OR E;uSNNG POURED CONCRETE OR EXISTING POURED CONCRETE OR <br />-CONCRETE BLOCK REWIRED -CONCRETE BLOCK REOLAREO, ­ CONCRETE BLOCK REOUIRED I � CON CR_ BLOCK REWIRED <br />SECIION 9-18 5ECTION R-4 - <br />0 mmi-A 9 LIEE SAFELY, PANEL 0 REGULAR PANELS 0 MMA7RNEL <br />WALL MQUKINGS WALL MOVIIIINGS <br />SCALE 3/8_�, - �,,�, z" ScALE 3/8-1 - <br />1PI17/ "� <br />, �: ", <br />SEE SHCOS 13 A, 10 MR ANCHORS <br />ANCIM 71w <br />11r. <br />1111;;�­ <br />" & SPACING FOR INSTALLATKINS INTO <br />wow MANE BUILDINGS' <br />+AVQWM ANCHOR SPACOM AND WINWIM <br />____ <br />.� uhww No" v*mw 0.7 <br />- <br />3 <br />I'S' DISTANCE ME <br />SCHCOUIL R , . =%,r,�m,4.1E. <br />ON S014CDULE REDUCE ANC11OR SPACeX <br />*-- ��O,�-- <br />--I-) COPP,,O st.d, ") <br />---I-- <br />3 <br />--jbu,L wx awma mw <br />fA" <br />By MUI TIPLY" SPACING SHORN 04 <br />'DULL or nW FOLLOWING FACTOR& <br />SON, <br />FOR INS OPERATOR TO K POM4111. <br />1 ,�r <br />-- <br />REDUCED SPAC" COWNED USING <br />FACTOR SHALL HOT BE LESS THAN <br />11 - __ I - - ___ ---------- <br />� - - - 31/r _____ <br />__ <br />_ is, - <br />___ <br />V,NA,,U SPACING FADICATED FOR EACH <br />ANCHOR NK ON INDS SCREOUIS <br />-1 ,- , ,Ir_ . - ____ <br />- <br />e" <br />- � - <br />I I .1. <br />- I <br />BUILDING <br />!C: 1�5 C:2 <br />0- r- 1,� <br />Cc 4.2 C-4 <br />� co >4 <br />'a LA- C)_ <br />; I= <br />Ill cc g .�: <br />11 I <br />2 g a <br />g% _- <br />.S - w <br />, <br />C6 ., r. <br />I <br />= <br />. C, t - <br />0 0 <br />- <br />- <br />:r- 10 <br />co - <br />.. , 9 <br />." <br />� OX .n: ;P <br />- J.- <br />U, 92- <br />C: 9 <br />.!S 0 <br />a� C4 <br />- <br />-�! <br />— ________ __ __ — __ <br />I INSTALLATION DETAILS FOR UEE 5AF_ETY PANEL � ) <br />I 1"iQ_y_QQQ_5_TRQu_u Ka <br />I I <br />I ­� ��� 1_1 � - - '_ � ­11. - -, __ - .� - <br />I �o �, 11 <br />I 1, ,-, I <br />�_ -- li� . - _­ � <br />­ - � <br />� - 2; . <br />- - __ I - WOOD HEADER . � - I WOOD HEADER <br />,_ _�_ '; � -- -REQUIRED � � � - __ I - -REQUIRED <br />I i I - 11 Ir � -1 I I <br />- <br />- 11 I <br />� __ _. , I " - . I <br />i 1, I �� CON .. 11 <br />, , �� 11 r � 11 - .xe � I , � <br />� r- �L Il <br />I " -_ g=0 <br />, CI:;AP <br />I I <br />i _. i a .� , I <br />, ; � 9* O.C_ - � � � 9 D.C. <br />� I � <br />�11 � 1-1 �� <br />, � I <br />Z �. . I . I � . I -) <br />1 - f � <br />-.1 ,� I I � i� I I <br />, I � , <br />� � -02 .�, (2 <br />1 <br />� � I , <br />11 . . , <br />, � i 1, I <br />i -1 <br />4� <br />If <br />- � � 11 /?:_J_ Ile 1 1 1, ' 1/2' Ile <br />. � �;! , " <br />" I <br />"I : � <br />., I F4 � , 1 7___ . Ko ,- - I ,_ , I , , ­­­ I - . --- . <br />� I � � � r' L �) - , I . q '. � . <br />, " I I I , <br />� <br />1. , � I � � ! <br />� " <br />I ­ I <br />I <br />- <br />� � , <br />, , <br />I , - � <br />1'� " I I � I : <br />I <br />U , Li ! � (D - A L.1 i , � <br />C1 I I <br />)I it <br />1 $ A � I �^`�zIu,. <br />- , I S.S i <br />GNTSq I ,I vz"1011, � - /I ,,_ � I AT Ix-44V <br />1 - AT CA 91*140 , <br />i __ 't 7C V � O�_� E`_ _1111 I <br />i <br />If .1-SP I I <br />I -, - I'- <br />It 4 - I .,. tw. 11 I I - MAX. <br />� it � I - v -.- __ _.- =1 i l PANICL LENGTH <br />, <br />I <br />- - - - - ,.. <br />1! PANil, LENGTH 11 ­ ' 6. <br />(SEE ELEVATION <br />ii i <br />� ; (SEE ELEVATION 0 1 1 1 <br />1 <br />- - ON SHEET 12) 11 1 ON slim 12) <br />-111. . - +_ 11 - ___ _ I <br />I I! -1 -1-1-1 ___ . - <br />: <br />11 __I <br />i 11 ,_ <br />�, I- mu, ; I I _­ � I - - -1 9 <br />- -_ I 4 . it I" W� I <br />I ! P- -1 � ', I,) <br />r To= (1) L---SEPARAn,0N <br />I : - <br />IT I 5. <br />I - ; 14 L/, : I <br />I I - 5 <br />I 1, C5 <br />1 I - <br />I I'll F­ D, W .c <br />1 ED, , V�� I . 1'r Be - <br />I E 0- : 1. <br />I <br />I_ - I- "� , , <br />i - - I I I <br />,�, <br />" IEO <br />EC L "' kt�L_ J - - - - t , - _... I 11 � - __ _A_ _____ I <br />I" I � .- �� - � <br />�N, �i 11 I.- � <br />1� � <br />1 <br />�f <br />� v ' 1 1 1 �, i <br />2-.4- WOOD 1� - - <br />I r.4' WOOD- '­', __,; �� I ��, 'I � <br />, - PLATE <br />P LATE ., I I �- <br />�, , � I , , <br />REQUIRED I I � 11 � � �_�,_ ��;,I - 1/4-0 PANELOATE PLUS REQUIRED I , i 1/4-* PAHEIMATE PLUS <br />, <br />I <br />�- ,- <br />I I I � vr� -11 - I , <br />, ANCHOR Q, 12 1/2' O-C, � � I - QC <br />� I �__ � � I <br />, ; � , ; ANCHOR 0 12 1/2 , <br />I <br />� i <br />11 � � � � , � L 11 : 1 L <br />� I <br />. , : 1 <br />� i � " 1 1 -11 <br />I I i <br />I , , I , <br />- <br />- __,,�_ - - - , - --- �j - __ - �_ __ <br />ALIERHAME R-38W <br />ALTERNAff <br />�- <br />NELS <br />""11"MiNIN", <br />��..'Q17`1, <br />WALL MOMM91 /*1 .... <br />.... ,/ <br />I ,�'� <br />, . 'IN <br />i <br />I SCALE 3/8- I - . C Ns"....... ---t <br />/*.,,'�,S E <br />I Jf . '. _� <br />g :: qOL j4167 " - FLORIDA BUILDING CODE (Non Wqh VelocIty Hu Icons Zone) <br />I I - I <br />NOTES, =*: ., -1 - awi. TC,rzoc, OR, fA_ <br />. . I 24 GAGE GALVANIZED STEEL STORM PANEL - - <br />S ` STATE Of ..`,Z� E� <br />1. INSTALLATION ARE ONLY VALID FOR MM. A.SX)�� S_1% _ - /=- <br />OMGN PRESSURE RATINGS (P...F) AND PANEL "o '� <br />I ,�.. " �� ,� GLOBAL PROTECTION PRODUCTS, LLC. O`V <br />LENGTHS AS PER ELEVATION ON SHEET 12. ,,,, �p ��jl,?.�,�;���- I/ IILIECO,7� <br />rur, Hoe �w, 5, V� <br />FOR FRAME CONSTRUCTIOW mz� <br />I "I'll, IONAL <br />2, NEW WOOD WOOD ,/, ,;Z Mw� F, "S", <br />,.,' I :,~ <br />, <br />41 , - t,P'leas­,�, 1.*4 (GoRARR"In 20-175 <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 'Cou""'o,", i / _�� - - _,_�'. <br />. I - .I - - D.".N* - <br />DENSITY OF 0,5_5 OR EOUAL. CkI-0005719 - . I 144.106. I ORt <br />'I <br />. PC ;Z-Q �Twvum� W= TAUT I'll P.L I _w _14 <br />. . ", 7 . 11 � . <br />L___­ I <br />I- __________­a;_1 <br />. <br />-&.- <br />w <br />w <br />= <br />Cn <br />_0 <br />—m <br />> <br />a) <br />C- <br />-6-a <br />-4­0 <br />0 <br />= <br />a) <br />" <br />2 <br />_0 <br />= <br />— <br />0)0 <br />m <br />_&­0 <br />-0 <br />a) <br />-,.-, <br />a- <br />Cn <br />. <br />w <br />4- <br />= <br />a) <br />= <br />-0 <br />0 <br />M <br />0 <br />-m <br />-S? <br />" Fn <br />-0 <br />= <br />C <br />" <br />Q. <br />-2 <br />= <br />L_ <br />W <br />3: <br />M <br />C <br />0 <br />-0 <br />4- <br />%w <br />E: <br />,.+- <br />U <br />— <br />CU <br />> <br />(n <br />.— <br />. w <br />-0 <br />w <br />E± <br />a) <br />_&-I, <br />M <br />%_ <br />0 <br />Cx <br />F <br />C.0 <br />(n <br />,§ <br />. = <br />0 <br />0- <br />< <br />t <br />4 <br />z <br />z <br />w <br />mi <br />C/) <br />" <br />_,�., <br />a) <br />a) <br />(1) <br />= <br />_4__j <br />4­0 <br />U) <br />=3 <br />m <br />> <br />0 <br />L_ <br />C/) <br />CL <br />0- <br />< <br />a) <br />-4-0 <br />0 <br />C— <br />=3 <br />-0 <br />m <br />0 <br />OL - <br />0 <br />a) <br />L. <br />C/) <br />m <br />" <br />m <br />=3 <br />LLI <br />n__ <br />< <br />z <br />z <br />< <br />_j <br />a - <br />I ,I I I I , I . I , L [�­ A' ' 11 I � '' �''L I "',I' �L'A'' ''' I Ill I - I - I <br />SHEET NO. <br />SH 1.4 <br />