Laserfiche WebLink
--- <br />____ <br />. - <br />END CLOSURE5 DETAIL5 EQR IN51ALLAIIQN lb! FQUREQ GONCREJE. <br />CONCRETE RL091 QR WOOD SIRUCTURES; VALID FOR REGULAR, LIFE <br />- _­__ <br />"I <br />1-1. I <br />I <br />1. 1( I <br />I, \ - <br />�.., , <br />. <br />, I_ - I_- i i = =41 Ill <br />4_'11 vw .(� q) 10 OR I <br />N , <br />I <br />� <br />::1, -1 I 1 2' . 31 . .1his' 3305 H-IA P� " <br />" <br />- <br />-11, - 1 2'.e 1001) FIAME Bill u . � I <br />'I <br />- <br />SK I,- -1 4) & 10 t f*lavm A"Qr DORT Al. . - <br />11 <br />T11 11-1 <br />L - �� ANDLf wal Ile* . 1 3/e , . . <br />I IApGQN 0 12' O.C, <br />11-i". <br />�4 _2 /2* I I � - ,� <br />, min. , I'll, <br />L U <br />11)� <br />Poultm CONCRETE. COK" = I 1c, <br />_. , c , 13 I <br />w <br />FRAME , 7, , <br />REttar , 1 1/4*o . 1 3/4' 1 -13-1 <br />BLOCK CA 2'.1V *000 a . 2 llzr* .-.� — <br />,C:; <br />REoum _!T�l I ANCHOR 0 12* 0j- �_,� <br />I <br />"�-, �� TRW[ �1!',', '-- - - (t OR(3 M�- <br />NIN, <br />� I <br />1111 .- I �� %­ <br />� f'-,- � , - I iL �.. �� -11 - <br />�' 1: a <br />I _77- / `�,�_ <br />I \�W'�._ �y4le, t `�,,�,�, ,1,4'�� "I 4. 1�111 , _/�cj�) _'7 J <br />4��,A . . . . . . . - , - -LIENINT: = LOCANIO 7�7 ­­�- 9 <br />,_ � I i <br />�?�,'t 0 1 _ 7" O.r 2' .2' ­ - 111, <br />I <br />j <br />\ <br />- ___/ , 1, VARIES - �, I 2* . 5' . :�'6' <br />� _�, I Ir V_ 97� L <1 AkLN, ANGLE OR CoNT <br />- /I/ -7 V'� <br />I I �, I Iwo* Lim-WIS4 SHEET PARED CONCREJE CONKMW <br />I # � I - tt I i <br />m� VETAL 4va we pwE I <br />2- A e X JW , , . BLOM 00 2'.4' WOOD FRAW <br />"M � REOURED <br />, - I 14— <br />3105-81. OR (1), /_1 <br />Sm-Te ALLOY -I 2 1/2' ',�' , " - - i, Ily <br />� <br />"G* <br />cow. AU.`mL ANDILE <br />Lam& - - - _�L - - - __ - t, 1�. - - - .11 ... \ <br />I/0 go <br />a 12!..It -1;";_4�',. SpIlw*4- �� <br />W/LiAcxvt� , M- ANGLE <br />. CASE B (PLAN) LASE D (PLW <br />ISCALE 1/4--i- SCALE �/4-�I- SCALE I/e-l- SCALE 7/4". I' <br />T ---- v , -1 SOUD-Sr OR LIKJK� <br />I K A ELCO P�VMATE <br />'OR - <br />-­- <br />&,.� GO , "l � f5ml: M <br />It_� ,, CA � � <br />­_ -t- -"S) 'a ,O jj� OR W. tA. -W= At PANELA[Alt RULE �SEX R. <br />t _5x , I A \ — 04 2^.4' WOOD - Sm I or OPSANG -1 - SDWMLUE ON SHESS � <br />(MIN PANEL 1, � " �' =1p.-%nR VARIES MAKE RIMILWED AS APPLKABLE I to A, '17 <br />- - OVERLAP BEYOND " - 21.v -!r LAIL-1 T & V I <br />I ,�� , <br />OPENING WIDTH) �', RED �, 1. 't, 1 �, <br />��­11'111 �L� , I � <br />I I _00.1E, It Irf, 4��1�11 "14, 11 " I k� <br />... , <br />, ti�. <br />,,, *EXIWED / , <br />I-I <br />- <br />, �, I-, 4 " , 1. -1,4,_ 1',LLLLLLLLLL..." ,.",_ _ I I , - "�"'� � , M� %aA= FRONT * <br />I , ,� I I I- .4 I - .- <br />IARIES (�) -a C \ � - ,,, fi 111) <br />! 14 <br />. PARALLEL To <br />: I !� M_ ( � -'/ WALL tww cut cw PAKM <br />I - - <br />� ..7.1--t <br />I X . BO DISTANCE <br />- 1'-73,';�,' <br />t - c'; / <br />. -_� \ - 1 I / <br />1, I <br />L <br />! I I / � <br />- - - - -----,,i-- 'I <br />1___\ J, � _,'�,, — , . <br />, I '01-In"", <br />, <br />, . - — 0- 04 CAS <br />/ <br />\_ <br />, I / , —.7 ^ <br />, V� P,- NJ / �%,,, SCALE ljr�j. <br />-, <br />\_L/ \_/ = Z`­.�� -,�\CEN , VALO FOR DIRE <br />-.V- <br />� .. ......... , <br />P CT MOUNT INSTALLATION ONLY A, <br />S�*,- �: ss <br />__4 <br />- I � CERTIFIED PANEL INSTALLATION AT WAULS W1 <br />z �- . I SURFACE LEVEL VARIATIONS WITHIN 3/4- <br />z I Ill 44167 ` a <br />I <br />*� <br />2 � * :*: FLORIDA BUILDING CODE (Non Hi2h Velocity Kwu Done Zone) <br />P-ASE E (PLAN) CASE F (P ' '. b , I z *2620 TILmo. `H1 24 SAGE GALVANIZED STEEL STORM PANEL I.P. <br />I- : <br />1. .. I bft� el., <br />- .. <br />�f,_e% <br />SCALE 1/4--1 - SCALE 1/4,=I, � I. I <br />.. <br />I S - - - Ittliltiogo <br />11 <br />I <br />% - r <br />41"t"Ibu, / 11LIECO imc. OLOIIAL PROTECTION PRODUCTS, LLC. Ill <br />, v .m Sill. a, Snw <br />�� = - WE n- mi, <br />Z a w'-= IM, DI6410-1,501 FAX, campal 20-175 <br />1 � " -_ --W <br />7im.— <br />D`_o"A"q . I An 1— I I - <br />RE MAL�.W_Mxm �m .IN 11� RE. :!, � III <br />I MIA . �A �I � � � � <br />MAXIMUM &S.D. DEMN f!RESSURE 8 ING (1a.s.f.) AMU CORRESPONDIN9 MAXIMUM ANCHQR SPWNQ <br />RM FAJAEL 01IM&IM1914S INIQ WQQD STRUCTURES <br />(VAUD ONLY FOR PANEL (1) rNsTALLA-nONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) <br />MAX. A.S.D. <br />DESIGN <br />PRESSURE <br />RATING <br />(P-1.) <br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHO" ON SHEETS 6 At 7 <br />I <br />AP� <br />AqmNxrvvgS <br />f 'R "' <br />___ <br />or THEM <br />MAXIMUM <br />7,x <br />.L. <br />OQ <br />TAP,ON <br />LAG SCREW <br />PANELMATE <br />— 1. <br />PANELIAKIE <br />PLUS <br />WOOD BUSHING <br />ly - <br />'r <br />Iw M) <br />___L13L__ <br />___2:__ <br />___L3:__ <br />13- <br />—,,- <br />I* (WITTIM, <br />— <br />----L3'--- <br />___i�:___,_.L3:__ <br />--..--- <br />a 1/2- <br />-_ <br />I/Y <br />Ew (w) <br />__±_1/2' ___LI/2�_____±_1/1:_ <br />- <br />- <br />_-W.— <br />5 1/4- <br />- <br />12 1/2, <br />1. - <br />_-! <br />6 Ile <br />­_ <br />2w (el <br />.---- <br />51-c' <br />OR <br />I I ­__i;____ <br />___­__1F__­ I. <br />_­__­__w___1.___ <br />-.-IF- <br />­­­ - <br />IF-1 --- <br />________!�___, <br />I __ ----- <br />- <br />�!�TL_ <br />3w (BOTTOM) <br />LESS <br />+46. -45 <br />OR <br />LESS <br />____v]57­ _,_____1i;,_______13;__ <br />__._1.__­ <br />Is. <br />­­­ <br />Ir <br />._._1_­_.,________ <br />13* <br />-8. <br />E__ <br />___ . <br />_i — <br />13, <br />- <br />13, <br />__ ____ <br />t <br />OP) <br />!�!__ <br />in <br />, <br />LW - <br />__ <br />_ ---- - <br />1Y <br />__ ___1si_____ <br />_i3i__ <br />Iff" <br />._____11';__,_ <br />I <br />---!- —I/, <br />. <br />_(m" <br />Vw (SOTIOU) <br />-_ <br />­..�__,La:__ <br />lir <br />6 ,/2, <br />____ <br />a 1/2- <br />,..---- <br />a 1/2- <br />____!L_ <br />6 ,/2" <br />(TOP) <br />__ <br />- <br />--i -7 - ___ <br />__ <br />- __ <br />f, 1/4, <br />___ <br />— <br />12 1/2* <br />____ <br />41 <br />__!L�:_ <br />a 1!1 <br />- <br />__ __ <br />>T-D* <br />- <br />,IF <br />e <br />6 1/2- <br />6 L/�� <br />- <br />1Z <br />14'-4* <br />4 I /2- <br />—�7,Fr__ <br />__ <br />7- <br />7- <br />- <br />sw (somm) <br />- <br />__T� /2' - <br />� <br />____�'722- ---' <br />'-- — <br />IF <br />__ <br />12'------ <br />� . <br />4W (TOP) <br />I—,r <br />,- <br />- 13* <br />— - <br />_��3___ <br />______� <br />13" <br />� <br />1 i —,72� <br />� i <br />' ____ __ _0 <br />I� -SEE TAIKE 01 FOR 14AX, A,&D. DESIGN LOADS -i _KAX ­PWE­LiN_GTHS AIHEN SPAM __� IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON S14M 6 <br />MAX. kS.O. <br />DESIGN <br />PRESSURE <br />RATING <br />(P-0 <br />MAXPAIM ANCHORS SPACING FOR F D. - AS $HO" ON SHEETS 6 & 7 <br />APPTEILE <br />ALTUmma <br />T& <br />A,&r <br />OF THEM <br />M.,ximum 1 <br />;iwa, <br />- <br />(it') <br />TAPCON <br />LAO SCREV <br />PANELMATE <br />FEMALE 10 <br />PRIELMATE <br />PLUS <br />W= BUSHING <br />3 <br />ly <br />13- <br />IV <br />13' <br />I* POP) <br />- ___L�__ <br />is" <br />- - <br />is- <br />— <br />13- <br />--- <br />'r <br />1. <br />III, moma) <br />a Ile <br />6 I /I. <br />- - <br />6 1/2, <br />- - <br />6 1/2- <br />__ <br />6 lIr <br />— <br />2w (top) <br />- ­ <br />____ ___ <br />7' <br />___ <br />____ <br />7 i/2- <br />__ <br />__7 I/e ­ <br />__ - <br />IF-----;;--- <br />- <br />12�1/2' <br />6 1/4' <br />"-,--,--- - <br />2w (as"..) <br />1_,j1_ <br />VW <br />S`_O_ <br />OR <br />LESS <br />_ _,_.,_____--___,w-_ <br />I 1/2' <br />a- <br />---­---i.------- <br />- <br />3W (BOTTOM) <br />I3z________57_______ <br />----,-,--- <br />�e_��_ <br />>+45. -45 <br />� To <br />75. _75 <br />­-1s:_ <br />is, <br />­ ____ <br />IA, <br />____ � ------ <br />13" <br />_1n_______1�:__ <br />Ir <br />13, <br />4w (BOTTOM) <br />I <br />13, <br />LW-(M)- <br />13" <br />____Lj:___, <br />Is- <br />____ij�_ <br />13" <br />___j�:_ - <br />113' <br />____ID�__ <br />6 1/4- <br />1W (wroal <br />�__ <br />6 1/2- <br />____ <br />6 7/2- <br />— - <br />6 1/2- <br />___ <br />6 1/2' <br />—, <br />6 1/2- <br />___ <br />2W (W) <br />_ <br />- <br />__ <br />� <br />- - <br />' <br />___ <br />I 1/2- <br />,--- <br />6 1/4"_ <br />2W MT1.*) <br />>57-0, <br />1, <br />__ <br />A _iji�__ <br />-- <br />57 <br />- --t- <br />7 Itg. <br />_iL <br />7 1/2, <br />_. <br />- <br />3W (TOP) <br />7,-:r <br />5. <br />5 1/2- <br />'. <br />--- <br />I a . <br />______ <br />-1 <br />— <br />3W wrow) <br />- <br />ly <br />12, <br />13* <br />— <br />13" <br />__ __ <br />5 112, <br />4W J'TCP) <br />13, <br />13, <br />.1 - ,3� _± <br />'--T- <br />Is- <br />to- <br />14W (80701,111 <br />. 01 FOR MAX, A.S.M DESIGN LOADS & MO. PANEL LnCM$ WIHIEN SPACER 0 IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6 ---------- I <br />2= <br />b A <br />A.S.D. DES04 LOAD <br />MAXIMUM PANEL <br />LENM <br />40 PSF OR LESS <br />W-13' <br />> 40 PSF TO 50 PSF <br />1 <br />ISI-2. <br />I > 50 PSF TO 60 PSF <br />- <br />T-16' __ <br />& IMAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />W/ PANEL MATE gjk�� <br />,4OR PANEL MATE PLUS <br />ANCHORS & W/ . -Ifft,i)IL 1/2' D.C. <br />INSTALLATION DETAILS FOR LIFE SAFEDLRAN.UEL._U <br />(j) <br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUQTURE5 <br />I/e# TAPCM� <br />- <br />I_ ,, CMING POURED 1/4-0 TAPCON _67C_7 � POURED <br />, , <br />ANCHOR 0 9 DZ , , —CONCRETE OR ANCHOR 0 9" . CONCRETE OR <br />W .j CONCRETE BLOCK 11 CONCRETE BLOCK <br />"g "' I <br />�1,, REWIRED. �,,,tj'1111 RECUNEO. <br />,, I-- <br />- . . . . . . I - <br />­� ,�.� <br />�� I <br />, � _�tl� <br />, <br />�,, I , , <br />,� , - <br />�� ,� � 11 I , -41) <br />I, ��� " ­02 <br />, 1, I I I <br />f ____ I I �_� I <br />I lj 1/2- 4 .1/4" � , 1/2* 11/4' <br />'t <br />��-, . - - I - - -11-1 f _96I, <br />. . I <br />I . �11` <br />. <br />L'O'# - 1 I E.b�.* :�,�,, ;;,.. . <br />��,­ ..... ,i � � � <br />, I'll <br />I - I ", ", 1; . i <br />1 t1511 i - � ;� , I <br />1 -T - I -ci <br />9 I i I, mt, 1 1 <br />9 IH-SEPAR&MR- I <br />I 11 ;_ <br />9 `�' f <br />A 11 11 I <br />I ILI III - <br />PAHEI LENGTH <br />. ___ - <br />�� _. ____ __ilA, -­­­ _­ <br />ME ELEVATION <br />i I <br />i�SEQZI`R). <br />! <br />i <br />"" SHEET '2) <br />I TO GLASS <br />0 1 <br />. : <br />5wm 1 - <br />I <br />� 1 <br />i I <br />- - <br />0) <br />L/, <br />tt,�,,�,�,',,'q� <br />EXIST= PCURED� LDA �,., �,'�,� I <br />' ' , ' i <br />CONCRETE OR " -0 <br />tLI; <br />CONCRETE lj',"�% - <br />REWIRED � 1"',�­. , ,��, ;; <br />III vr at <br />I <br />�� I <br />�jft"4,11 <br />I, <br />I I <br />� <br />, '11, <br />� - <br />;t <br />;t <br />;t <br />";;, <br />. __J <br />- <br />,,, 1 <br />' - .. <br />1/4-0 PANELMOE NLUC�_ - � <br />H&MLS <br />ANCHOR 0 12 1/2- O,C. 2 <br />SEE SHEETE7115 4k fiff-FOR ANCHORS TYKE 4 �WRMIRQ FOR <br />NVIALIATKINS ROD ROOM FRAME 01.140INGS. <br />MMKU ARCH011 SRMNGS A40 M";A' EDCE DWANCT <br />ARE wDIMED ON TIM SCmuv_ MR EG� LEO THAN <br />*MUTED ON SCROJIS A031,01 AACROR SPAW- BY <br />WAANYWC SpAcm SHOO ON Scl"IMULE By THE <br />FOLLOWNi FACTOft- FOR Tt4 OFERATC14 70 BE POSSIBLE <br />REDUCED $PACM MANO USING FACTOR SHALL Nor BE <br />USA TWA Uti'mum WOO"' RMCATM FOR OCR ANCHOR <br />T"RE ON THIS ScHrmt, <br />ANCHOR TIVEE <br />- Y1!1:1_ <br />`_ "'... <br />,ft, - <br />mem" MOOR WKM w <br />j <br />� <br />*www— I— wt <br />I <br />3 <br />- — <br />I <br />3 In <br />- <br />M—M-4 (h) <br />Aclul wx atimmax W <br />PACRAIR <br />_ ---..-- tY4�-.1.1- --- I <br />I- 135 <br />___ __ <br />2 1/2- <br />- � ___ ____ __ <br />0"11- <br />__ - - - <br />__�.&I­j <br />_�'i __ <br />__ _­1 .1-11-1- 11--1--l- <br />O" <br />­_ - <br />31 1 <br />___ <br />- <br />- 11 � <br />& �_ l'-44 At ErN,;W � <br />� <br />EXIST19,; 11 I <br />I <br />CLASS 9 � . I <br />0 � e I I _1* lAX. <br />0 . - - � I <br />. - -, I 6. PANILL LEND <br />IN <br />it 1�1 I (SEE alVATION <br />­­11 � , � ON SHEET t2) <br />9 T I _­ -, --- I <br />9 I 4 <br />- _______ <br />� ­__ _­�� <br />tr ­ I -A I <br />i <br />,�,���;t i <br />, -- i ­1 <br />,et�lf - <br />�, ��,�', <br />1,,�_ .,�-,�tt, ! --cl) <br />0 - ,-, - f--"-5, 1 S" � <br />V� <br />OR- - ,� ,I _ _@ <br />C BLOCK 11 I . <br />RE /�­ I ME'EAD) <br />I t!! :1 � <br />, <br />-'�,_-, - - <br />lilil <br />". - I <br />i/4-0 PANELMATE 11,L_N� _� I Z��t .. R!73B <br />ANCHOR (BEYOND) u PANIFL <br />W&L MOUNnNas <br />SCALE 318-1- <br />MAXIMUM A-3,12. DESIQN ER U8E_RAIW"p.v,fjj AND QQRRE5PQND1N2 MAXIMUM ANQHQR P-ACINQ =HENLE <br />FOR REGULAR 998M PANEL r1) INSIALLAIMS IN! MOM A CQNCREJE BLQQK STRUCTURM <br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) <br />MAX. A.5.D. <br />DESIGN <br />PRESSURE <br />RATING <br />(P,..t,) <br />WIAMM <br />ANCHORS <br />SPACING FOR MIN <br />E�D. PER SCHEDULE <br />BELOW v <br />APPLICABLE - <br />TO SECTIONS MAKNUM <br />PANOL <br />LOWIN <br />. IN, I <br />OF THEM <br />- <br />MAX. A-S.D. <br />DESIGN <br />PAIESSURE <br />RAJIKG <br />P-7) <br />MAXIMUM <br />ANCHM <br />SPACING <br />FOR <br />Met E.O� <br />PER SCHEDULE <br />IIELOW * <br />, <br />— <br />APFILMQUE <br />'a SEC"I <br />a JNY <br />,,, mum <br />PANa <br />LENGTH <br />%: <br />("') <br />___ <br />TAPWN <br />I <br />SWID_w <br />PANIEUILATE <br />FEMALE ID <br />PAIMELAIATE <br />PLUS <br />ZAM,C-ft" <br />CAI. <br />� <br />-04 <br />TAPCON <br />I <br />SOW-W <br />. <br />PANIONAtE <br />FEMALE <br />10 <br />I PANCLAIATE <br />PLUS <br />ZAMAC-NIMUM <br />CAIK-N <br />To <br />commm <br />To <br />w <br />— <br />—1y <br />I <br />;K; <br />To <br />Ill <br />1.4-i-A.- <br />10 <br />Cw0m <br />-.Iiq-j-! <br />_.". <br />—MICiEw <br />to <br />. <br />COMINNATION <br />OF THEM - <br />+45. -45 <br />OR <br />LESS <br />Ir <br />is* <br />�� <br />-- <br />77 <br />—w-_ is' <br />is' ir <br />ist <br />ir <br />—1r__1-i;_i_V&Y_ <br />- <br />I MOTTOM) <br />— <br />LM_ <br />2 (Bartom) <br />�5 ow) <br />W-V <br />3 (BOTTOM) OR <br />— <br />4 qOP) LESS <br />�� <br />In"llo <br />5 mp) <br />­ <br />i1g6roi) <br />­i_�_ <br />— __ <br />(00`11-)f <br />.45, ­45 <br />TO <br />.&S, -ft <br />I _E <br />ii- <br />Ir <br />is, <br />Ir <br />13, <br />ir 13, <br />13' <br />It 1 2' <br />1 OCR) <br />____ <br />5'-w <br />OR <br />LEW <br />1 <br />Is- <br />Is- <br />IJ' <br />I 13' <br />i3* 13' <br />Is- W <br />Is- <br />----:'- <br />Is <br />�� <br />13- <br />. <br />-23-1, <br />__L3L_ <br />I y , <br />13* <br />13, <br />- - <br />13* 1 <br />2'� <br />- -- - <br />-;3"; <br />- ) <br />-131 <br />,-- <br />13, <br />,;_;�_ <br />is- <br />_13�:__ <br />Is' <br />-,13:-, <br />is- <br />�V_ <br />, ­ <br />Ir tr <br />� _:__ __F __ <br />_T3 3; <br />- <br />-7- -,-- <br />3.7 <br />__ - <br />i2l� lY <br />- <br />-- <br />Ir <br />- <br />— <br />Ir <br />-T;�- <br />� �1 <br />I.V <br />-Tz,;- <br />-W- <br />— <br />Ir <br />-;­3�-- <br />-:,,,H3 <br />—,,,' <br />P,7� - <br />13, <br />Is. <br />­lr <br />7F- <br />is- <br />13, <br />13* <br />I I I �p <br />16w) <br />r <br />i,3:-- <br />3� <br />3� 1.3* <br />13' <br />1 1 i/2' <br />-2 (BOTTOM) <br />_132- <br />13, <br />-11 <br />IY4- <br />Ir <br />_iL_ <br />Q, <br />_i2:__ <br />Is' <br />_-2:_ <br />I,. <br />__L3�_ <br />13" <br />, _L _ <br />is' <br />__!_ _ — <br />13, Ir <br />- <br />;31 <br />1 <br />3 ) <br />__!_e._ <br />- <br />W - <br />-- <br />t3l � <br />it, 1/2-12 <br />__ <br />1 <br />Ll�w <br />LL�_�� <br />I r ly <br />__ -_ <br />± Ile a 1 4 -12 <br />!___11_e i *7� ' <br />Is- Ir <br />IP2 12 1/2 <br />ir <br />- <br />..— <br />- <br />—_ <br />8 ',/A- <br />___ <br />8 Ile <br />- <br />- 112 <br />1/2- <br />t2 1/2' <br />9 1/4- <br />__ <br />7 i/e <br />_� -_ <br />T2 Ir <br />- <br />Y IT <br />— <br />—.--- <br />- - <br />-_ <br />6 Ile <br />7/4 <br />3 (acirtaw <br />— <br />ir <br />_", <br />Or <br />- <br />0- <br />— <br />- <br />— <br />a- <br />- <br />87----, <br />", <br />[ <br />a' ir <br />—a- - - <br />� 7___ <br />- <br />' , <br />a' a. <br />--IF- - <br />11 I'- <br />— <br />w <br />-F- <br />- <br />8* <br />-- <br />a' <br />- s- <br />— <br />7 1/2* <br />� <br />- <br />5 I/ <br />a" <br />1 1/2" <br />� 1/2� <br />0, Ir <br />'. <br />5� <br />4 cw) <br />_K <br />r <br />_ <br />- <br />—_ <br />13* <br />Lin_ <br />___!:_ <br />a, <br />"___ <br />- <br />__�:_ <br />�_,�_ <br />- <br />_ <br />a <br />--- <br />- <br />- _e ­­_ <br />- <br />­_ W_ <br />— <br />- <br />i_,_(wm36 <br />____­ <br />13, <br />_____ <br />13. <br />______ <br />13* <br />­_ <br />is' <br />­­11, __ <br />_ <br />Ir 13* <br />--- .- - <br />1 13" <br />Ir 13" <br />:__1_s_ <br />1. <br />____ <br />Ir <br />-.—, <br />Ty <br />1Y <br />is' <br />— <br />ill <br />__!��__ <br />- 2:+L_2�_ <br />, —_ <br />ir <br />__ <br />____ <br />I . <br />__!sL_ <br />ly <br />-7 <br />__� ___ <br />Is. <br />_ <br />_j�r_ <br />ly <br />__ <br />-iT- <br />--- <br />_i3�_ <br />13* <br />__ <br />­ ---------,-- <br />-_ <br />_j_�:_ <br />13, <br />Is. <br />__ <br />__T_ <br />tr <br />Is- Is- <br />_____ <br />_,_!_1K_ __ I r - <br />13, r <br />T <br />- __ -1- <br />vr <br />___ <br />Ir <br />­_ <br />Is- <br />-_ <br />112- <br />I/sIL <br />__T_ <br />i I 2 <br />5 UOP) <br />S (WITOW) <br />i�___ <br />- <br />.-:T-- <br />is. <br />— <br />1�"- <br />� <br />- T'IT". <br />-.--t- <br />.. <br />13 <br />!-3' <br />-1/ <br />� �e6 <br />. <br />13 __ <br />.. <br />Ilil <br />i � <br />ly Ir <br />�___ <br />­ - - <br />13� li� <br />i <br />.. - <br />Is <br />'r is* <br />_�_ , � <br />3� is- <br />Ir - <br />--i"�' <br />I r - <br />-,i3;-- <br />_13�_ <br />-----IF <br />li <br />---I- <br />-;k- <br />__ <br />- <br />6 <br />. , <br />1 <br />6 llel& <br />/iF <br />i 174�' <br />i 114F <br />T Ile <br />- <br />- <br />� __ � <br />6 1/e� <br />0 l/e.6 <br />(907.**� <br />Ir <br />5� <br />- <br />Ir <br />`�" <br />it) 1/2, <br />Ir 7^ <br />13, 7' <br />7 Ill <br />Z 1/2 <br />131 <br />-- <br />4 i/2' <br />I � <br />I MR) <br />TI—BOTTOW) <br />i 66�)__ <br />2 (BOTTOM) <br />3 (MR) - >W-8' <br />3 (BOTTOM) To <br />— <br />4 CTQF) - <br />— <br />4 WrIOM) <br />5 <br />EM) <br />i - <br />--- <br />13, <br />'. <br />ly <br />13, <br />13' <br />6 1/2* <br />jr <br />S 1/2* <br />9 112' a 1/2'1 <br />Ir <br />5 1/2,11 <br />(TOP) <br />>S,-Or <br />TO <br />0*-V <br />I <br />I <br />_____ -1 <br />13, <br />-5- <br />71 <br />—5 <br />Ir <br />"'. <br />IF- <br />—f/2 <br />ly- 9 1/7 <br />_�-3- - - <br />Ir 9 1/2 <br />—13 —I <br />10 1/2 <br />-7 -i-/2- <br />7 4/2 <br />-i -1/2 <br />- <br />Is' <br />- <br />IF- <br />'�­t,_(2_ <br />�� <br />Is- <br />7 I/P <br />­13�- <br />--i-37- <br />—13, <br />-I 0 1 <br />13" <br />10" <br />It* <br />Is- <br />6 1/2,11 <br />(BOTTOM) <br />- <br />". <br />1� <br />Ir <br />13" <br />1'�/2* <br />ll� <br />___ <br />i 1127 <br />- --!!:-. <br />71/2' 6 1/,V <br />5 I/rig <br />(TOP) <br />__ <br />­7�_ <br />­ <br />14 <br />'-- <br />�o <br />_TF_ <br />7 <br />--T3;-- <br />- <br />- ­ir- -il-iii <br />_Fo -1/2 <br />- - <br />=r <br />__ <br />' <br />__ <br />- <br />r <br />1. <br />- <br />13 <br />_13�_ <br />_ <br />-Is- <br />2:_ <br />a 1/2 - <br />— <br />T(amov) <br />VF <br />11 131-1. <br />- <br />- <br />r <br />- <br />a <br />— <br />13" <br />i ... <br />r <br />7- - <br />- <br />a- <br />— <br />__a_ <br />71 <br />[13 <br />_ <br />-IY <br />I'_ <br />g " - <br />12 1/2 <br />____ <br />B_ <br />. <br />a" <br />-i­ <br />". <br />___ <br />I:r <br />_. <br />is, <br />12 I/2' <br />5 1/2' <br />-- <br />__:__. <br />i 13, <br />4_1 72- <br />__ __ <br />. 137 9 112 <br />III Ile 6 1/4-12 <br />7* i-I I-e <br />- <br />-6 - --- <br />___ — <br />1 ir to 112'1 <br />13' __ 9 112 <br />112',$ I/e <br />- - A. <br />-1 -_ <br />_,_L__� <br />13- ig ,/rIlo <br />10 1/2 <br />- <br />1 1/2' <br />- <br />T�12 <br />— <br />t/I <br />771!2 <br />7 1/2 <br />- <br />_____ <br />3' <br />-_ <br />__: __LIL <br />-,sr <br />— <br />---r <br />0, 1/4' <br />5 1/2' <br />— <br />_/rj <br />8 2 <br />I/ <br />6 1/2' <br />6 1/4' <br />5" <br />--- <br />-, <br />— <br />- <br />-T3- <br />---I— <br />__ <br />T7 llr <br />__Ll - <br />is, <br />___ <br />- <br />13, <br />__ <br />_-Li- <br />Is* <br />- <br />__i0__ <br />to' <br />I -_ <br />-ir- <br />Is, <br />_1F0_ <br />10- <br />_F� <br />-LI:_l�!:_ <br />, <br />_1!:_� - <br />-E- <br />Ir <br />— <br />- <br />a I/Z <br />_. <br />3 <br />_ (TOP) <br />�2 1,;i� <br />�Z 1/2- <br />i 174'�' <br />W $_/*� <br />ii'T1Y <br />12 1, , <br />- 1 - <br />6 Ile <br />6 1/4 - <br />3 (BOTTOM) <br />--- <br />7 1/27-3- <br />* <br />_;,��­ <br />�� <br />- <br />- -1, <br />—a <br />, <br />r <br />—6- <br />__ <br />- . <br />—I <br />_ <br />r <br />_v <br />__ <br />- <br />__ <br />" <br />--,--- <br />0- <br />e <br />- <br />4 1/2' 3 Ile <br />- � <br />r� I/ - <br />a `4` <br />I q� <br />H'-- <br />- <br />4 (TOP) <br />4 (BOTTOM) <br />is. <br />Is <br />is I/rl <br />Ir <br />Ir <br />Ir <br />lo, <br />Is- <br />I <br />1 ,o* <br />it' 1 <br />3 * <br />* <br />5 1//2* <br />$ (TOP) <br />13' I <br />7F <br />__F, <br />I. <br />- <br />13, <br />. <br />I -5 <br />tO <br />13, ; �� <br />: 19 1 <br />__ <br />/I <br />1� <br />31 <br />I I <br />i �.plr <br />I <br />I Ta, <br />_7___ <br />Is" <br />is" <br />-_ <br />to' <br />— <br />Ir <br />I LRi <br />--­t- _ <br />... <br />I it' L <br />le'l <br />,� <br />_�� : <br />e t z <br />��- <br />, <br />5 (BOTTOM) <br />I <br />I. <br />r <br />I <br />T ,F <br />ir <br />Is' <br />f, 1/2' <br />13' <br />18 1/2'12 <br />I _ <br />1/2'16 1/2- <br />_ <br />Is_ <br />Is- <br />, ,/2- <br />15 112-.6 <br />_ <br />(TOP) <br />- <br />- <br />I - <br />6 1/4 -16 <br />- <br />".�t <br />" ,/"� - <br />. " <br />/ " / <br />i <br />- <br />1�le <br />dellele <br />--- <br />'i -- <br />--I <br />r- -, - <br />- <br />I <br />_ <br />. ". , <br />L _ <br />sa sHm it Fop or.m Tm & spAcIR; too kpAUATmNs wm wow rmw wamom <br />0 "KW AWNAIR SPACINGS AhV "MIX WIDE MIANCE ARE WDKATED ON THIS SCHEDULE FOR ED, <br />LOSS THAN INMIXTED ON WHI'DAE REDUCE ANCHOR SKAZING irk NATWILYND SWINGS VAD04 ON <br />SCKDOLE W 14 TOLLOWIM FACTORS. fOR THIS OPERATION TO BE POSSIDUE. REOVICSO SAACM <br />OBIAND) USING FACTOR SHAU WOT BE I= TIM JAMMU SPAC-0 NOUM FOR EACH ANCHOR m <br />ON INS SCHERU. <br />-_ <br />^. <br />I I/ek 1/0, <br />1 'IlelK <br />ll�l <br />AMCHOIt TIM <br />_ <br />"171�2 - <br />___I/0R <br />� _ <br />_�__ <br />,"-W <br />_ 4a.ki- _ <br />I val 0 <br />__ _ _, <br />= <br />__ — <br />-iMMYU ANI SPACING (I.,) <br />3 <br />3 <br />3 <br />! <br />. 1;!! <br />I <br />pmcwm w <br />3 <br />_ <br />3 TIr <br />r I <br />., Air <br />� <br />=;M en 11= W, <br />3 <br />31 <br />I ,,W l, wi <br />ji i/2- <br />,l <br />AMIJAIL MIX MWINCE ".) <br />FACM <br />� <br />---I---- <br />- <br />- — <br />- <br />­:- - I-- <br />- -­ <br />__ -,-.- --t-1/2. <br />. <br />-1w, - - - __ - " <br />­--l- 2_____ <br />. <br />- <br />- -t---- <br />— <br />0,110 <br />__ � ,- <br />-,- <br />. <br />I'M <br />- <br />. ,AS <br />- <br />__ ________r_ __ ---- -- <br />- <br />Ill <br />— <br />- <br />-.--- <br />, <br />Ito <br />__ - <br />I uw <br />_______L18: <br />spAmw ONLY v" is USED SEE T-6&E # i FOR MAX, A.S.D, <br />==4) LIE <br />I- DESIGN LOADS & VAX, WEN SPACER 0 15 �EEL <br />I <br />mu <br />11 A <br />A&D. OEM LOAD <br />MkWUM PANEL <br />LERM <br />40 IRSFOR LESS <br />v-S, <br />> 40 PSF TO 50 PSF <br />61-2. <br />> 50 PSIF TO 60 PSF <br />I <br />5,-Icr . <br />. <br />A MAX, PAWL LENGTHS ARE ON�X VALID FOR INSTALLATIONS <br />W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O,C. <br />I— <br />__ - - <br />7_ __ __ ____ ___ __ ___ - - - - -- ANCHORS (SEE SECTIONS * ALTERNATIVES ON SNis7S 13, 74. 15 &161--- --- - ________ — <br />i : <br />1 V' MAX, R-ILA/113. R-2A/13, R-SA/14, R-111/13. R-211/13, R-30/14, 3- MAX, : <br />I I' MIN. +R_IAW/15� R-2AW/15, R-3AW/16, R-181l R-20W/15. R-30W/16. I - <br />____,41__ `�_, <br />D.M.,(�'_ � <br />� - I I . <br />I- ­­ ­___.� I------------ -__ ___ __ ___ __ ______ - ___ ___ ----- - __.,____._ - <br />------- ___ --.,-, t_ - __ _ =-.. <br />(D Or 04 ­ __ I <br />0 � 0 0 0 0 0 k� <br />� , " � 6 <br />1 1 �] <br />�, <br />7 — — __.,_______.__--T---------I <br />_� t ___1 --- ----- ---- - ---,-- -j----r-- i � <br />F_ � . -, l ' � I L,j -T-11 . <br />--T--T- . h, I I i , , T --- � ----- I I <br />- I I i I : L : . <br />i i i � i I <br />7 i I I i I I ,�! i � <br />1 !� ! : I 1 � � <br />,I <br />i I 1 1 <br />� . <br />i " � I I I I I ! i <br />1 1 <br />I "! � � � F <br />� � � I I � . I <br />1 f ! i '� � I I L I � <br />I c ! 1 1 1 L/2 : <br />� 1 1 1 I <br />, , I I <br />I <br />� - , 4 . , , . . ,, , I <br />I I w I ___� <br />. : a I : � <br />� I i I i , 'T i 1. <br />i t : I 1/44_2G.T'�S-ST SOVIS I J I � � : I i <br />r . I I I <br />� ; f /�,_ (USE FOR PANEL � I r I i kw. <br />I I i � , , � i � OVER 7'-G� � \ l I i � 10 � , � � I ; I PANEL LENGTH <br />3 , <br />11 I I <br />I ) � � . � I 1 W-8, a +40.0. -40.o P�r, <br />I � � K i <br />i t t � REGULAR STORM PANEL 1 � I 's,� ` REGULAR STORM PANEL : ( <br />� I I � I . I Wl OVERLAP MID PANEL LENGTH BOLT) <br />.-. i --- — 1 ------- ; , � - _ j T <br />"_, <br />7 � � i � L L <br />I � .---.Ir- I 'I ------- ______.,__.. <br />- - - - _4_ -- - I - _­­--__0�_"1___ I � <br />I I i , oe" , � . <br />. <br />� t � I � � , - , I I � � � � i � , . i -54.a P.ef <br />� I I , , fT WIETY STORM PANEL I . 7'--V 0 +W.G. <br />� I L I � I . .11 l I t I . ! (W/O OVERLAP WD PANEL LENGTH BOLI) <br />; 4 .� � . 1� - . I -1 � �. - - , I ___, I- __ - - � - . . It- - - - � - <br />, t q <br />i I . __ ___ I -- �� ,11 -1 , -, 4 % I , !:, i - - - , 'I 1- I I __ I - - 11 -- �, <br />� , � , I 1 � I <br />I )� , � � , I . 7 : ---�,-7 ' - g'-- - — — <br />A I ' :_ '_ , - I . , � I I I - I � I I I <br />: . 7113�.i� I '. , I/-'0_2GkI' I � 5 _4� - - - � - - 1 ------------------ ­ - _­ - - �, , __j _ � AT ALL MOUNT04CS <br />. - , <br />I ', � � � I I t <br />L &S - i , � "I i i i <br />I � I / .: laRV � I I : � I <br />lz AT , I I - I j <br />I � I 1 1 . � 4 � I � <br />I <br />[__ [_______,1 <br />I <br />I - I I . I <br />I � <br />__ - - - ,.,� I- - . I ­1 �_t____ _ - - --.-- :__ � -I--- __ , � ___1L � - I-— e i <br />­_._____­------�1 <br />- ­-1. _[T L --'-- ­­­ ­L , -, I .11 ­ -, - - <br />- -, - ­_ �__ --"--, _­_" - <br />- , I----"- --;, _7_� - - 1, ---- --- 7 L � I r ! i L/2 i <br />-, '7- ' I - ---' Ir � - - , �, , , t � , <br />, � : , I <br />� � I I i <br />i " I I " i I <br />. I I � ­& i - ­­­ --- - � - -,-- - �_. _'� � - -7 � _4 � <br />I � I <br />I + ` I , ;, i I . I - I i � <br />, , <br />I , I I <br />I �­ � �r t- 1.­_�_ I , <br />____ - ____ - - , - - ----- 1, � _ , ­__­1J___.._,L - __ - _______ I ��'� . ­_1 ­--l- , _-, � ­1 <br />, - - 1--­ I-L- <br />—_ _____ <br />I ­ - __ _­­____- - - - _ +______________1_._..__.1 l_,__----- <br />r , ; <br />__ I --- �_____ _ - t- =--,------,--- _­-__­-- - - -- - -- -- 1, , I I <br />�,_ ­ LL, - ' 'I ... - ,�_ ---,.---�-�---�,------,--!-�--�,----� --------- !! ir <br />: I I � , � I : 2 L:�� T , � <br />I j 4GfGM V W46- � � � : . <br />I I ' <br />I � I � __ yiON 0 LIFE SAFM- 1 - I I I � <br />; . � : It 11 I - PANEL BOTTOM CORNERS ­ v 0 � X., ; � I <br />� X, � I �� I ,I I w i i � , <br />. I I I t I <br />D.Mll(��,.__ —__�; t- I I -A_.____ ___ ,_I___ t <br />� �- . i� 11 . -1. <br />_DVERLAP_� . � <br />(� I I - - I . , . <br />01 - - [*WNG NUT At__l EMER10 i I- __rNa NUT AT t I i <br />_3� MAX, LEFT PANEL MIGHT PANEL 3- �a_� i I <br />Ith. I <br />1, kM,L <br />� I- WIN, R-IA/13. R-2A/13, R-SA/14, R-i$/i3, R-2111/13. R-39/14, I I I <br />I <br />I <br />I R-IAW/IS, R-2AW/15, —il'. I . � I I <br />____ _____.. _-, . , - - __ - - _-ANCHMS (SEE SEC71ONS J, ALTERNATIVES ON SHEM 13, 14, 15 &16) ' L - ­­ ­­1 .11. _ , '' . . , - -, _ <br />1/4, Mu. GAP <br />- T__ <br />Arl LIFE SAFER SIORM EANEL (1) ELEYAT-19N M � I <br />, ; <br />Rs SCALE 1/4"-l' I <br />, � <br />I <br />,1 __01 REGULAR ;Lm, ; Cl I REGULAR <br />� STORM Rva (ON 04�1�t,_�tpu VALLEY) STORM PANEL � <br />216_1'121�1111 - -------- . _ '� � , '"Im"41", 1 <br />___1 lmt.:q�­qmt�z__­ - _____ - -- ---- - 4xt"_ I,& - - ===�_ --- <br />Ile ,� - � 7_� ­��� ----------- ___ 4R\,�7,71,`� <br />Vr_�\, ___ , �_ � 2 -�� --- __ ____ .. ........ I -*'I- - _�� IV - <br />00 _� I _� ., - <br />\ _ I .. 63'r 15's " I <br />-, 1: \ �i_____,/ "L, - . - , - ! - <br />- ;;, " " 7- E ­J <br />, _�___.__ �_­___­_ - . - __ .1. , � <br />_=====_ :1 � �__= ___�. - - __ _­�­ ­­­ = - X_; _­­ <br />: .... , .E I'll, � <br />= , 1 = 0 <br />-01 , <br />z *. * , = -1 -1 <br />LIFE SAFETT PANEL 3LI--, su" - : * S2 FLORIDA BUILDING CODE (Non High velocity mu tcOne Zone), <br />I <br />1, A INC. 24 GE GALVANIZED STEEL STORW PAWL FA <br />EXIER10 - '(DRIOP, .--' I DIAK. By, <br />" 1.1111"...,* - <br />F. L, <br />. — GLOUL PROTECTtON PRODUCT% U.C. '/'.,/T," <br />- z �__ �__ � <br />1-0 sm. N S"M - <br />599119N A -A vez. - aswzg . w <br />SCALE I/e-l' .A,g -.. PfNly OAmr, n. -44, <br />,,= 20-175 <br />_%.z__p_ 11-1-1 moc, (mlittl fAx Opt_)M-m? DAIIIll - <br />pm %Aj,,iN;NAiVMqIlATE , CA-00wis � .� J: i .1-1 — 1- � 12 of Is <br />. . m=,m -�ipa,- I � , I - <br />__ - m <br />- <br />INSIALLATION 12ETAILS EQR LIEE SAFETY PANEL (1-l-) <br />F <br />INTO WOOD <br />I <br />, " -,� ­=-'. 11-1. - - ,T­-;-­,,1�- -T <br />�': 7- '. ,, j - ­ ­,­ �, - _.� � - ­,", ­,­ , '� l - I � , ,, ,',T - <br />, � � ., i I ) , �', I <br />, I ,� �. �� � ", I I I � , . ___ � ___�MtQ I - � , I <br />�, � —. �­ - , -- - - ". � , -1 - i I - - 1, , iii <br />- ,� , ­ i 71 HrDEk <br />", - 0 - I , n �, �;'�'.�' 'f',� HEADER <br />, 000 HEADER I . �." �,. __­ �,i,� ; _r EAGER w 11 _= <br />� , ,� -- - , _�W -,,-- - , I -'r , "- L _:.. � - � <br />I � tWl � � � , - - 1>< �_ ".. ��, , , _­ , <br />, - ��, 1. , <br />, "IH <br />I I , . � [ ,IT' �, RED ��, - ED � - _ 11 RED <br />" - I " , �/ , 1�1 - I , I <br />f <br />I . I - -, �, I � . , � - - � ; --- : ; ,_ �� , <br />I !--.- <br />1, - ;I_ I I - I - - . I - I ­,� ,� - L r i <br />� - r , " I ��A -_ -- I __1_1 - I �­ <br />. k"i, � _v'# IA�� � ilef TAPC(N I _# TAPCQ <br />I/ : , �' t',, _�44-# TAT��t - ,I - I � -_ 16�% <br />� t� � - �`, , ', I % ,� � <br />4 � ' I I 1 � .� <br />� I � ��' , k I 4 <br />� I <br />I r � CC.- . . - - I , , 11 0 lot C.0 <br />� i , I 11 � � � - . . .., " I t, <br />'i � ANCHOR 0 O' OX <br />. , , , ii i i I 11 ''I � I 1, i � <br />I I Y �L I - I"- , . T! <br />� ; . I - � . I - � I � I ;1� <br />I ,� I �, I . !! �� I . �� I 1 I <br />W" I /I 10 � ? �� �, � l <br />� � I" - - I I , 111) 1 I . -4) I i _-02 <br />r % � , I � <br />" ! I I , 4) � I . I ', I <br />, I , <br />v I -1- � <br />, � , t" I I . <br />J.� <br />, ,ie ftei�4. - 1/2, '/A- �_� iv �a Sm*.1iD tfl "" -,e W" . � - IJ , - ) �c fm** 0. -�, P , <br />I , -,/2, v . , �p �, , I Ile <br />I I", . , I I MAX I . I 11" 11 - / , � , , �, : � " <br />; 1r, � I , I , , 4�'1L_____­_1 � ,,, 1 �,, � � , v&_____ <br />, I, , <br />I <br />� ____ _1­._____­ I � I � ., ,,--------I � � I , , <br />� � " g,� \ I I I., ; �. , 2. I <br />/ 2 , i ; , " , <br />�� <br />I <br />� � I - I I , � <br />, , , i � ,�, - <br />I "I I I w <br />, � , 1 wr 1� F t <br />_� - � v <br />- k <br />- L, <br />, . I .1, 1 i­ " . , � <br />I ,, ! � � L'�, ",,r I I I <br />� � vi ; I � <br />. , , I : ! 1� � i � ,1 I <br />i <br />( <br />­, � ; i � , - 11. , I <br />, � ! I - . � I i <br />� .., ... I - I I . I � <br />� k, I . I � ; <br />, I I i I I - : <br />I '--' � ! I �5��I' __ - � : �_c <br />am -,a) I f 13 i A I , t I �_,) <br />- �j __� V . <br />m 9 I ,J.'.-�I' R i : 0 1 <br />, . I- '= I - � 1-1-1 I I'= <br />, ye­�,- - Z.1., �._. .�.p <br />, �__ - i,lk­ - ...... r 74-- <br />- <br />, � a � 11" � <br />� I ILA 1012,R0 , , � I I <br />01- " -01 11 I -6Lmu4_ , � " I L, , _ I I � i <br />Ow"4, 1 -1 - _f - i . � , _11 I - , I �, I A' D, <br />, v - ____ - <br />, - - i r i . - , , " , � --- � &% 9* Am I <br />� __ ��, __ - - ,�, (witniliftm WO-0 . 0 1 Lam VI'm Ir-In zvpi I <br />t0apo CAN'r-ir) I ­­1 - - - <br />�11 I 0 -, * v 0 4 � "Ll <br />.11 I � MA); 1 I Mo. <br />-t =­n . p ,_­­� �� - -I- - 6- PANEL LENGTH <br />0 - I � ­.! I q__ � , vt�,­ - -- -- = L_­Ir� � --- r AN9, LENOIN if I'll, ,----! � 41 __ ; IV tift. IL- � --- �­ .1-11 <br />I __ - ­ ILI mu_ "' OFF ELEVATOR I : (SEE ELEVATOR <br />� PANEL LENGTH 0 1 -1 I <br />11 �, I 9 PANEL LENGTH <br />I A i - .- ��, "" I <br />­,j__ � I T_ - - - ' I ON "'M 1g) I— -- ­11 --- � - - _T -1 sw,�� .--"-4-___, ______ Oil SHEET 12) <br />- _­_ ­7e - ;� . I(SIEE ELEVATION 9 I I, <br />ff I.- <br />- 10 � ') 0 <br />1 �DN SHEET t2) it j � 9- � I I <br />9 r Kim, <br />I <br />I a- __ - - � -- -1--1 , ____ - -, ­_ _I__ � I <br />3 V mi,,. I � - _%Il� - t! T----1 fl- SEPARATION --- I . __ 1-1--l-1- <br />9 - -_ -- ­ - -TO GLASS. : i iL_­�___ - I -0 <br />vr -SEPAPAT&N - - .. � I I- il ­_ 9 "".11 � I .... 30 I. MI.. I u <br />it I* GLASS, ! <D L/2 EPAFWJON k T, t � a I", <br />III t . R TO GLASS. 6 . � � it I i Ill -SEPARATION - '. <br />I I I 30J <br />1 J`1/2 0 <br />� L____j , : � i .� <br />I 1- , -@ i <br />J .44 I i I <br />i <br />I <br />., i I <br />f ­_ - ��, ­1 :2-177 I f I ­,/r, I 1" _1� - - - - I I � <br />ED. I- I I Ea. I I <br />- , I : ED, t2; = I I - _� I� I I_ __J,____ -I �, <br />. , i , <br />1 : <br />P� I J., <br />I <br />- - mku;r, # z: �l f- � ­1 & - <br />''I <br />, 7 ! � I <br />0. 1� 4 I � 1 , ,� , - ,--- - j� - -_ EIL � - - - I - --- I FOL ��, _,_ " - T 1 /2 , * -,--,-_I_ - -_ , <br />-f I 4� , � <br />I I �, — I WR, . <br />� 1'. <br />, 5 ­ - , <br />� ; I � � ,. I � - � i I - . . ­-ki <br />.. I <br />I i i , I z � k "I'll , <br />, <br />I . � I I - I I ; /2* �". 4-1-� . <br />I , � � !�� 1(�) 2'.4, WOPP ". �, � � � I 'K HE, w .. <br />1 w - L, �, �� <br />I , <br />7 , , �- H, _11_,� , , ,-- ___ �: 1 q I I " �� i WAIT <br />, I � � � I � 1�� I d � � , " PLATE � ,I i "I <br />'! <br />!!' <br />� . � I <br />I � . i I REWIRED p 1/4'. TAPC" , IV. <br />I -0 TAPCON - ! , ; I � � I I . - i 012 <br />�, <br />1 1 -1/4 � t /A'* TAPOOR . , � ___ . - I <br />'i <br />� O'C' I , - HOR 4 9, 01C. " � , t ) , ij� ANCHOR 0 9- O�C, UTE: , , � <br />I � ­,- �- -� 1. I i -_ - I , It . _­� � L " <br />",Cw ... " .... � 1 , I <br />,. <br />I I '. <br />I , I , - I �] <br />- 1) REOLARED , ,, ,, <br />� . !; 1 � ; � _ i� <br />I=;APCC" <br />I I SIAGrEREn Wl STU I � , .l, STAGGERED W/ SILD � I , , __j . v O.C, I <br />" <br />-1 I <br />� � � <br />; . � � , <br />,j� <br />I- . _0; WOOD I �,___l 1.1, ,- -2114 wow - ` L f i : , , <br />I . PLATE ,: J l ; � - - <br />� �, I <br />j�� <br />"I , 1� � � � I ; I I <br />I TIECUJI � , I <br />". - . I 11 ---. - V_­Iv� - REW"RED ,-,,.., , --'-'I- I _11,11-i i I I <br />� <br />� , <br />, � � , I - � -, , ! I <br />__11,.__,1____L - I <br />& -8--m -- <br />tjmmmyL "I'll, -1 <br />effilff ,-,,IS ETY PANEL 0 RE01AAR EAN 6AULWASMINX E L <br />NAU-MWIM 6104010111"Al" MLW� <br />mur a/a-l- ,/'�.. . <br />"p..; V. �J!4;241N. <br />/#L-F EN " . . FLORIDA BUILDING CODE (Non Nigh Velotzi� HurrIcane Zone) <br />' ' *� R302" Th.11110, W. F", <br />f : 144167 1. It- 24 SAGE GALVANIZED STEEL STORM PANEL <br />1. INSTALLATION ARE DAILY VALID FOR AS.10L DESIGN _= � *. * ; __2! �11 <br />PRESSURE RATINGS (p,.f AND PANEL LENGTHS AS S *'. * ,� - 11_­ � I - -_ -_ - - - \ <br />/ "/V/U" <br />PER ELEVATION ON SHIM IL a ,'. STATE U PRODUCTS, LLC. <br />__ I 1111-E-C-6 .-.,. % GWBAL PROTECTION DAm- <br />., -.,.-- <br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD S - . TRIJ q Cow- 4m IN. 61 SOME? - <br />- <br />� " ?T'.13 , E, � A W== m WKA NAIL rL 3U,4 <br />MEMBERS TO FIE SOUTHERN PINE No 2, W/ SwpEciRC . "I <br />- 11 20-175 <br />Z! %=i <br />DENSITY OF 0.55 OR EOUAL. �;;.?T'.13- <br />PHONE- t-�4ww-no. fAx Ot"A'Se-eni, <br />. - — _____ ____ - - -_ <br />of� <br />I,Nl Dow'* PE <br />,_ CA_ A , - 1 '4-1 " 1 — 1 - <br />"a J�, - <br />__ U. -47- , , I 2 I <br />. <br />(VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) <br />MAX. ALS41 <br />DESIGN <br />PRESSURE <br />RATNU <br />(p'.6 <br />- <br />MAXIMUM ANCHORS SPACING MR WN CDL PER SCHOULE WIDW * <br />ARM"SUE <br />TO SECTIONS <br />III <br />MAXIMUM <br />PANEL <br />LENCITH <br />.1. <br />(it, ) <br />MAX, ALS.D. <br />DESIGN <br />PRESSURE <br />RATING <br />(F..7) <br />"IMUM ANCHORS SPACING MR MIN E,D. PER SO4MLU BELOW * <br />APP <br />10 m <br />MA)RIMM <br />PANEL <br />LENGTH <br />1. <br />(it) <br />TAPOON I <br />M,tD-SS <br />PANELMAT' <br />PANE <br />I <br />_-, <br />P ' <br />ZkYWAC mmum I <br />— <br />-w <br />TAPCON <br />SOUD-SET <br />PANEWATE <br />FEMALE ID <br />I JPMSAATE <br />PLUS <br />zmw_wam <br />CAILK-114 <br />,1 LY <br />.410.m <br />10 <br />9=11 <br />...'Ov.1,T'w" <br />To <br />_ <br />10 <br />� <br />:ix <br />10 <br />— <br />To <br />.p <br />;; <br />— <br />..."MCK <br />OF THEM <br />----F= <br />.- <br />- <br />- <br />I* <br />CONW= <br />loom <br />To <br />colcommommix <br />--- <br />TO <br />To <br />— <br />- <br />10 <br />CONCRETE <br />V <br />1��"Er <br />>.65, -1.5 <br />TO <br />.75,-73 <br />Ir <br />Ir <br />137 <br />13 <br />_jk <br />,__ <br />137 <br />, <br />". <br />Is* <br />Ir <br />Ir <br />Ir <br />13* <br />lo' <br />I CTOP) <br />- <br />,._r <br />OR <br />LESS <br />.75. -75 <br />TO <br />.11111-ma <br />11 __ <br />`Vw- <br />5* <br />13, <br />__:! <br />--ir <br />§ <br />� <br />I. 11 <br />__!_ <br />—13;- <br />r1."/,. <br />,r <br />—,I- - <br />0 1/2. <br />— <br />IF <br />—Is'— <br />t_,/!� <br />1-1/-1* <br />1-1-T <br />_L3II- lil�_ <br />— <br />W-6, <br />A <br />- <br />v�F­iTl;_ <br />ir <br />_ <br />is, <br />_ <br />- <br />IF <br />" <br />— <br />—5- - <br />-W-'- <br />I F_ <br />- <br />' ir <br />-,3�_ <br />—icr - <br />7,ce—m-) <br />4- <br />I <br />I <br />- <br />91 <br />_� <br />-T3�_- <br />'. <br />it <br />--- <br />i (BOTTOM) <br />- <br />ly <br />— <br />it* <br />Ir <br />13* <br />". <br />Is- <br />--- <br />TF- <br />-I F- <br />-IF- <br />-I <br />� <br />Is- <br />- -r— <br />1 v <br />" <br />— <br />tly <br />_iF_'_T_ <br />I r <br />-j7- <br />1/2- <br />6 1/2' <br />7 1/2- <br />sk 112- <br />Is- <br />_ :!-,42- <br />2 m <br />Ir <br />it' <br />1137 <br />is, <br />13, <br />is. <br />13* <br />13* <br />13r <br />tr <br />Ir <br />Ir <br />lar <br />2 (BOTTOM) <br />is- <br />i r <br />ir <br />x;_ <br />a I/2 - <br />ir <br />i-qF1=v2`f-,72:' <br />T3:_ei7rY-(awW <br />.— <br />137 <br />it' <br />______ <br />13, <br />13, <br />- <br />ly <br />13* <br />Ir <br />is, <br />i2' <br />13* <br />,..-" <br />I 137 <br />1-umiff- <br />_;_3__ <br />-F- <br />"' <br />is- <br />�__ <br />P, <br />— <br />Ir <br />— <br />14- <br />----------.-.- <br />9IJ2'_I-" <br />2112"10112'71lr <br />Ir a- <br />­ <br />TFOP) <br />- <br />— <br />1. <br />8, <br />E�­­�__ <br />,�� <br />_�s�ll: <br />ij�._ <br />__ - <br />__�- _ <br />'. <br />I - <br />,E <br />i _n� _ � <br />I - <br />_ly- <br />12 I/2'12 <br />r <br />­ <br />6* <br />3 <br />­ - <br />IF <br />_a�:_ <br />6 t/4-JO <br />112' <br />—, <br />or- <br />- ___ <br />,�. <br />__F <br />Y_ - <br />, ly <br />__ <br />Ile <br />6 1/4' <br />' <br />—, <br />., <br />____ <br />a- <br />,�� <br />_�F_ <br />13, <br />___ <br />S 1/4' <br />. , e <br />r <br />---,:- <br />___ <br />I:F <br />_7____j_7__­I_ <br />--is <br />- ,- - <br />I y <br />___ <br />6 Ile <br />I -, ,j. <br />-W- <br />­_ <br />IF— <br />,�� <br />3 <br />__-, <br />la, <br />____ <br />- <br />, �L 1/2' <br />L - <br />6 1/2' <br />­F_ <br />--- <br />I ly <br />--;��--iF--'-5�----IC-�-i-(-sonom) <br />2T <br />lk- <br />__ <br />- <br />__�__ <br />7' <br />_r , <br />__ <br />13, <br />--I _r <br />__ <br />- <br />- <br />I 5' <br />__ <br />- <br />__ <br />)r <br />—,r - <br />__ <br />- <br />, 1i <br />±_L <br />9' <br />__i�_ <br />___ <br />13, <br />-i-31K_ <br />,- <br />` <br />8 Ill, <br />i 1/4' <br />__ <br />4 1/2* <br />__ <br />- <br />___ <br />10, <br />- <br />-to;- <br />_WT <br />/-4-TFm <br />MOTION) <br />L __ <br />ICY <br />__2t) _ <br />4 (00TRI <br />____ <br />5 I <br />i_ffi_;;�­ <br />;.-)I <br />-ini- -I <br />- <br />- <br />I <br />--- <br />_8' <br />F_ <br />'r <br />- <br />� I <br />g <br />12 /I- <br />.-. <br />2 i/2- <br />— <br />5-1/2, <br />5 Ile <br />__ <br />71 <br />6 Ile <br />— <br />3 1/2, <br />Ii 1/2- <br />_ <br />3* <br />-i Ile <br />___ <br />e <br />- <br />___ <br />4 1/2' <br />- <br />— <br />3� <br />-!.-'/ <br />. i;_1iT_i1_I_f/' <br />ri- <br />� � <br />K__ <br />- <br />I - <br />ii__�i?_ <br />7. <br />I <br />��l �� <br />13r, <br />- <br />- <br />__ <br />i_Tt� <br />I ar, <br />* <br />r <br />. <br />. <br />I , <br />3.:]v_l, <br />_-, <br />- <br />- <br />- <br />.. <br />11;_ <br />9 1/2- <br />___i�___ <br />____ <br />is* <br />�� _rsr <br />— <br />. <br />I 1. <br />T ­l/r <br />— <br />". <br />-1, <br />pG1,_ <br />— <br />.__ <br />I 1jr <br />_i-i-/y <br />- <br />I- - <br />- <br />_ ., <br />I 8, <br />. <br />1 r <br />4 . (i�IiClh 1)_ <br />" <br />S -T --- <br />i cF�, <br />, <br />s LSTT?�) <br />- -1-3-;- <br />----- <br />— <br />—6- <br />--:--j-cT,F,w <br />- <br />_�-r <br />6 Ile <br />to I * <br />/2 <br />-6 I- <br />-i7-- <br />4 <br />0 1 e <br />�+.�`,r,IA_,i <br />-i-,"Y'l-, <br />is' <br />____ <br />6 Ile <br />6- -I) <br />16 1/2' <br />— <br />8 I/e <br />Te I <br />Ir <br />� s*- <br />6 Ile <br />.E,/J <br />_mr <br />6 1/2' <br />-L,A2- <br />6 1/4' <br />I, <br />7 1/2* <br />- <br />­_ <br />Z� 1/2' <br />- <br />r �� <br />A - ,-,. <br />` ;IT <br />It, I . . <br />- I/ <br />L I <br />. - <br />=) - <br />i <br />a twn-.) <br />j� <br />2� <br />15' <br />L�: <br />is '_ <br />13' <br />to' <br />13* <br />I !, <br />, , <br />!__ <br />'Irp, <br />>51-r <br />To <br />8'-r <br />r <br />_.g________L1�n, <br />s- <br />is' <br />iO 1/2' <br />Ir <br />ly <br />5 '/2* <br />7 1/2 .1 <br />5 1/2 <br />___ <br />� <br />is* I. 1/2* <br />— <br />I CY OP) <br />---. <br />1 <br />>v-15" <br />"to. <br />I - <br />___.j <br />_2�_ <br />Is- <br />_1/2' <br />1 Ler <br />Ir <br />_ <br />13' <br />ir <br />13 * <br />10 1/2- <br />_ <br />Ir-Lo <br />_!.O:_ <br />t/2-It <br />I'd <br />I:: <br />­2s�_ <br />Ir <br />, <br />-M)- <br />(BOTTOM) <br />Ir <br />6 Ill" <br />Ir <br />Ir <br />is* <br />it. <br />Ir <br />1. <br />10* <br />7 1/2" <br />13' j r <br />I MOTTOM) <br />_�s_ <br />"� -1/2- <br />_,_:i _r <br />13* <br />13' <br />I--- <br />10" <br />13* <br />10' <br />11' <br />­ <br />is' <br />6 1/2*12 <br />_ <br />(TOP) <br />1 W <br />ly <br />'. <br />r <br />__ <br />ly <br />ly <br />-71-1-137:-- <br />- <br />10 t/2' <br />13, <br />- ____ <br />l3t* <br />is, <br />--il-_ <br />6 1/2' <br />9 11" <br />i2zla <br />1Y <br />13' <br />6 1/2' <br />9 1/2' <br />7 1/2' <br />10 7/2' <br />5 1/2' <br />izT <br />_13: ,/z- <br />_ _ <br />__�.n_ �_,Z�n <br />2 (TOP) <br />! _(wmm) <br />— <br />_23_� � <br />7 I/2" <br />-.2_1 <br />i-2/K <br />___ <br />3 __ <br />__2:L_,: <br />13: <br />Jii_ <br />14' <br />W_ <br />Ir <br />is ' <br />I __ <br />_ <br />,�'. <br />Ir <br />is <br />[3 <br />I 11 1/1! <br />_ <br />!G-, L2 <br />3: <br />_L _ <br />1) IL2 <br />L_ <br />10 112W_1_i_1r___F"_ <br />— <br />11 I12` <br />__.n __ <br />$' <br />IA- <br />733�­ <br />7- <br />7* <br />— <br />( Om) <br />- <br />3 (I <br />i—pop) <br />1-1 <br />__L__�, <br />1� <br />� <br />'. <br />I I. <br />- _ <br />, — <br />r <br />- <br />_i'_1r_ <br />I - <br />I <br />�� =11r <br />a' <br />5 1/2. <br />_14- <br />—' <br />�2 1/2 <br />_.— <br />I S 1/2' <br />- <br />-i--' <br />1/4 <br />r <br />- " <br />9 1/2' <br />— <br />a 114' <br />— <br />3 1/2' <br />­_ <br />- <br />Ir <br />— <br />12 1/2* <br />--- <br />S' <br />a, <br />- <br />9 11r <br />--- <br />6 1/4' <br />— <br />e <br />- <br />—_ <br />10 1/2*17 <br />----i <br />- <br />4 1/2' <br />k ,� <br />5 1/2'1 <br />- <br />1/2' <br />- <br />- - - <br />J�7 <br />- <br />____ <br />13' a' <br />- _�T <br />174 �/AT�(�D�-) <br />j- - TI/2 <br />i1Z '[A <br />_r_ __Z_ <br />3 (10P) <br />- <br />(TCP) <br />14 (—)I <br />-- -1 <br />_Ll�_ <br />L2 1/2'L2 <br />___2:_ <br />I/ <br />. 4 <br />Ile <br />!__ <br />1/47 <br />___L3_, <br />a <br />— <br />f <br />, Ile <br />__ <br />_, - <br />_j_'_Y"i_/'F__r <br />- <br />- <br />5 Ile <br />8 1/4� <br />__ - <br />3 WTTOM) <br />i-I-Ir <br />Y _jjr <br />__ <br />jr <br />___�! <br />W <br />I g_ <br />�i_� <br />7 1/2' <br />�� _ <br />e <br />_!?T <br />8- <br />* IlZ <br />_r__ <br />- )_ <br />T66P <br />Fr <br />- <br />w <br />- <br />9* <br />. <br />- <br />— <br />_j�__ <br />- <br />6- <br />- <br />a- <br />- <br />__7__ <br />4 (00170M) <br />— <br />HH.", <br />___ <br />11'-§R--�F-1--,-,,: <br />11. <br />is, <br />-r <br />_ <br />is' <br />­l, - <br />To 1/2' <br />r", -,/�i- <br />13* <br />13. <br />1/2-11 <br />0 I/ 2' <br />AIr <br />4-i 4/2' <br />a' <br />—9 <br />;Y_ <br />W --i-4NMA) <br />6 (top) <br />13* <br />- <br />5 1 <br />� <br />I <br />I� <br />13" <br />" <br />". <br />, ,lg;� <br />is, 6- <br />N ftw) <br />Ir <br />L__ <br />I 7* <br />Ir <br />1 '3� <br />1 _7S__1_2L_ <br />a 1/2- <br />- -_ <br />7F, <br />- <br />0 1/2-101 <br />I. <br />/2- <br />I <br />IL,fll� <br />1/21 <br />1 . <br />3 <br />! <br />8�'13' <br />- <br />7* <br />6 ) <br />- <br />, s <br />I - S_ <br />is" <br />_i'l _/eT <br />. <br />I <br />-1-77e1i. <br />I ly <br />_� -/- <br />Is ilr. <br />Ir <br />1 e I/f <br />I I- <br />I- <br />_23: <br />1-4 <br />,lr_ <br />..�.�_ <br />_ <br />.f, <br />_ <br />. <br />__ <br />, . <br />1!24 <br />- <br />�12 <br />6 114. <br />0 114. <br />� <br />1_12f__ <br />a (Sond) <br />La-T �7�;-- <br />1 - <br />F- - <br />F`_t_111'/_1iT1A_ <br />:� <br />__ <br />SEE sw 11 FDA Imcmm ME A SWIM, FOR ifts"MAXTIONS wo wm FRANE BUIMPRIS. <br />* WRAI'm AMWOR SPACII45 AND JARMUM to" MiAl ARE AlDrATED ON THIS 904VYJLL IM Lot <br />LESS THAN INDMAIM ON SCIMOLkE REDLICE ANCHOR SPACINQ W "MYM SPACNO, SH01101 ON <br />smemu IN Ile 'Wroo FACTNS� MR THIS CKUNIN 70 RE POSSIBLE Ruwara $PACK <br />MANED LISOM FACTOR SHALL W K LESS THAN UWAKIM SPACAlli M"= TO WHI ANCHOR I';`E <br />ON THIS SCMEDI.A.E. <br />Ile. <br />I/e. <br />!_ <br />1,14*4_ <br />M40HOR TOE <br />__!Iev�� <br />MAC" <br />1_1/v1 � <br />-4 axor <br />nuAtirm <br />" �� <br />_11s!_ <br />­11 <br />gAAM`­*MN <br />- <br />- <br />!tt!_ <br />— <br />"MIN ANCHOR SPACING (MI) <br />3I <br />3 <br />i <br />iI <br />2 'Ir <br />2 I/� <br />MMO"ma lo� GO <br />� <br />3 1 <br />LI�Kj=- <br />r— <br />3 "Ir <br />j <br />-i-- <br />. �-, �A,�O, <br />- —� <br />-- <br />3 ,ft, <br />I/e <br />__! <br />S,/2 <br />3 yr <br />__ <br />- <br />ACIIIIIII. OW OSIANCE (JED. <br />- ___ , __ 'Ir <br />- I - -- -f <br />-, <br />. <br />- <br />- - - - <br />- <br />- <br />- __ <br />- __ ­_ <br />:____ <br />Rj��-.- <br />- <br />,-- _­ <br />I <br />t <br />11 I- - , - .. <br />- , <br />.__ � _ - <br />I <br />a <br />. - ... <br />_ _.__�I,�- - <br />­_ - <br />A." <br />i_;= <br />- <br />-1.-1x- <br />I w <br />- - - <br />- <br />, __ - <br />7;�4 <br />___60_ <br />­_ I <br />, <br />I. <br />6W_ <br />I __ <br />1.06 <br />----___ <br />My VAUD WEN S=(Fr- USED, SEE #I FOR MAX. ALS.DL� <br />NSPACINOS <br />ES[IGN LOADS & MAX PANEL WHEN SPACER IS USED. I <br />r <br />TABLE it A <br />A,&D. OEM LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />11-1. <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> So PSF TO 60 PSF <br />- <br />51-107 <br />A MAY- PANEL LENGTFIS ARE ON�Y VAUD FOR INSTALLATIONS <br />W1 SOLID SET ANCHORS & W/ @6 SPACER AT 12 1/2- D.C. <br />Hurmoorm <br />INSTALLATIQN DETAILS FOR LIFE ,�AFETY PANEQ) <br />INTO FQUR CONCRET <br />1/4-0 TAPCON EXISTING POURED 1/4-0 TAPCT!, NO POURED 114-0 TAPCON -_ . 1/4-0 TAPCON - 'WWI* MID <br />9­0_c___� I CONCRETE OR ANCHOR 9 9 D,C. , I f E OR ANCHOR 0 9' D.C. I ' IMPOU ANCHOR 0 V`O7.(� t I <br />ANCHOR 0 __ _W - - I I -R. wff <br />IRCRIT <br />, ::, - CONCRETE BLOCA ODNCRETE BLOCK ; CoNclim BLOCK -, BLOCK <br />, <br />., - -� <br />, AEQUAEO. t REWIRED. t.. �� IiEiziE <br />* , <br />. - , <br />" � . I - <br />� , - ,, <br />I <br />�� , <br />I I , ­�2,) , 1­02 _! : 02 ,I __4) <br />I <br />1�1 <br />I I j I <br />� I <br />I I I - 1-1 j , <br />— - - - I - ____ . T/21 <br />f -1 4 . - - f- -_ - <br />� I - , � ole I t I i le � I : 114 <br />�� MAK_ --.--- . L/e � A <br />I I � ------ _.- - - -, A&____ __1 %Ax: ------ -.- ___ I <br />- <br />I I <br />. � , . I <br />�,I,�� I ��11" l <br />I <br />. <br />E "­ i i Lp'. ;, - .- t E_p f �F�,�, E�O, t � <br />" <br />i �" � - <br />I 1� , " <br />I "� ; t �, , <br />I I 1 I � , .0 ,A, <br />, � 11.11 I'll . . . . . : , I I I I I I _,"I.-K I <br />. � �, "'..;r -� � I I ­� 1 <br />1 'tL" <br />� �� , - - . � � " ! <br />I � ­,'­ . � � 11 � �1; �,�", I i <br />..� . . . . . . . . ; .__(� I 9 . cl) <br />, ) � 1 10 : <br />It I q 0 1 ML,. 11 I a I- <br />ll I � IARATIDN- I I � �(�) Am 11 :: <br />� "Ef � It ON, I <br />[ _ _R,,;�, � t�� To CLASS - . - , � I I 4��gk'W ! <br />�__ f: - : '1 - " , i�/ I It - - 4qA . I -� <br />"mTNl �r -14 IRK," III a A.0 TO CLASS, 4 -- �� .1-p <br />GLASS 41 -1 I - - Vii" - - I 9 1. I I .- Ai' EA i wg� - - - __ I a p - � _�_, I- <br />� - � - � I I - - - I �� i- I'm fm Iwo). � <br />I A t I B wm, a4m ?-Ar) I I <br />=41=41 ; h � I I � I <br />i; I f I I I <br />i - I- - i A I - � � it I 9 " I <br />0 1 � - - _ . p - _L* MAXI <br />I 1* MAK� ii I 11 L" MAY. :, <br />ii - I v It- - � I I, 1 4.1 , - 11- I <br />I 4, 1 1 PANEL LENG114 V__ - ,�, - , I - I � PANEL LENGTH It ; � PANEL LENGTH ll I �­ ­�­ I- � r PANEL LENGTH <br />I,- I ­-1-1- ­4� - - ($a ELEVAIION It 4 i (SEE ElLeVA110N : --- � - �__ _� , 1 � (SEE ELEVATION It - � � (SEE ELEVATION <br />--] ON SHEET 12) 0 1 ON SHEET 12) -j-A - — 12" 1; - ON SHEET 12) <br />11 I* mi., I I 7 - - __ I - ; . _ , I <br />tt-SEPARATION- i I � I&-, ;,.M6 I I <br />TO GLASS, s N 1 1 ii I <br />i i ! a TO GLASS, I I I <br />L <br />ii - _ - <br />A- ­1­­___ __. __ �__ --i <br />i r- - - - ____ ­_11- - ! I a I I . __ _____ <br />I _01 11- - - <br />-"- -- i I � I - -`�-.`� . " ;' - 60 <br />7777-Mr ,77` � � <br />_g-11 ' � i i <br />"', 1 L/2 11;,� - , � � I -1- I I L/2 - ,f,j� ,�m <br />t�� I � "'Y" .. 1, ,t�­�,�,�­ ,,, , '. <br />_ <br />I "". � "-,. _ I �'� ", 1, ,�--�,�t�e� � ". I , <br />I "I", I i __(D , I 1-1 t, --I- - - - -(32) -, - - .�,;'_"'�R,1� I <br />­� � I I � : ". "" <br />' `_ I I I � <br />I " <br />E,6's I I - �O i DA I E.OA , I I- 'IN I <br />- I "�, <br />I , I... --- 1, _� ; <br />I , <br />I I , -- A3 , 1��' 11 I <br />: �': -fl, ,I � I -4-4 't � I ,,�,& <br />. ,� � I <br />I �, , . 1�1,.,�, , t <br />I - "I I <br />I t�,"`,_ 1,,_ I a a Ur ft, k � I , <br />� � I'll, - I � '7' <br />ittgIN I - ­­.1-- , I <br />, � I _.- I -.1-1. . - -40, <br />1 : - � �, ,-ElD, ­ , <br />� E4 f , �� <br />I i 10, I- I 4 t- � . - I . <br />---I, __ --A .---., I "I <br />- - 41=z ,,, i� -- , <br />i, � ,111 i7, r " ,7 --- <br />A - - - I <br />$/ t 1. ILI, ".411, -_11 <br />I I -, <br />I em's w ,t <br />a 12 /, <br />- ;F ", ,;,�,, <br />y - � � - IV" , pw <br />, * 4" I.. � 4) 1 �11 <br />, ---C, �� Ii. � . -C - 1111 <br />!1410 i"'CON -YeS TAPCON ! ,_I/ef TARCON /*'# TAPCON <br />I ANCHOR 0 9' D.C. i ANCHOR a 01 ac. ANCHOR 0 9' O.0 I ANCHOR 0 91 O.C. <br />I <br />x EXMM POURED CONCRETE OR �_911=plm CONCRETE OR _-WHETIOURED CONCRETE OR EXISTING POURED CONCRETE OR <br />.__ CONCRETE BWDCf( REWIRED. GO" REQUIRED , OR BLOM REOURM , , CONCRETE BLOCK REWIRED <br />SECTLQN smam-Jkla - <br />S-REQUIAL%is a I Irr itirm 0 Nm%kLs 0 N WSAM APANEL <br />W-AU-MQUffM MOUNTINGS <br />SCALE 3/8-1- "An.4111fif"', SCALE 3/8-1, <br />_10%11�10� �: � TQ114.1-1._ <br />Sm SHEETS ,a & to MR ANCHORS <br />I <br />MO" TIM <br />­2jn - <br />FOR WSTAILLAT0.15 .0 <br />Tyn a SPAA INT <br />UPCIA <br />wm FWAIC 11MU)", <br />IRNIAIM ANCHOR SPACO" AND VINA" <br />__ <br />WOMAN, 00" "04 01) <br />3 � <br />*"Amumammus <br />Re"A"alf-I <br />_2__ <br />EM DISTANCE f0E. =%SON <br />SQ4wLA.E_ FOR RXIED <br />ON SCMILILE RZOUCE ANCHOR SPACNa <br />A <br />JOAM ow <br />FROM" <br />III —I, ____ <br />SCHCOLKE 15Y THE FOLLOWING FACTOM <br />I I .________ <br />­1 ­11- - I I <br />__ ____ - 2 1/2* <br />__ - __ ________ <br />- _lt�__ <br />"I <br />__W�_ <br />FOR THIS OPERATION To BE POSSIRLE, <br />KOUCED SPACING MANED USING <br />FACTOR Not BE LESS TIM <br />5K" <br />.. SPAC04 INDICATED FOR Mo <br />MICHOR TYPE ON THIS v_HEOi4z <br />I <br />_ _ - .___37.______ __.______ <br />I 3 W* , <br />___ _._ <br />- <br />I <br />IN51ALLA110d DETAIU FQ8 UFE �AFETY PANEL a <br />INTO WOQD KRUCTURES <br />. <br />­­'l-�­?­ - 1; I '11-­­_ <br />- -----, "' - - <br />,�,:� � <br />�111, .;`_i�� <br />, <br />.�,-���, I /I -1 I" i�� <br />�'! <br />­ - -­ - I -WOOD HEADER I_ I- - - NOW HEACER <br />,�.r --- I -- !1-1 - VkWim I - --- _­_ - '-ftwRm <br />� , � I .1. "I I , , " � i 11 � <br />" -,� i <br />_­­' <br />"I "I , .." T <br />I I - 11, <br />I - , <br />I � L _�� � _V4,WTAPC1D .1 � � � i . . _ -go TAPCDN <br />I <br />�, <br />, , . I � � 0 'at O-CL. , 1� I . 1 � I V! I NOR a 9, D.C. <br />I � ��t <br />w I I I" I � I , t � t <br />, !I , �, � � � , � <br />1-1 I , . 1, t - - n17 1. , , l <br />, , , " t - 20 <br />11 ,,� , � _-, .11 , <br />�� .Q - ,I i 1- -0 , , lli <br />" <br />1 , � = )-�,,,. <br />mois m" <br />I <br />,"11, . , /e <br />. I , <br />k - � . I I <br />�1, . - � I I I L . I <br />, , 'w___ - - I I � � 5 � L I _Mt,x_ __.____. <br />l� <br />I ,� � 2.1 I � I � I �, i <br />, e t I � <br />- ! .. MI, " . I I I �, ���� .,� � I <br />: <br />�,, <br />� I . <br />, I , : .11 �.� : <br />I <br />/I - ­1 I I = ! I <br />� � I I i <br />I . <br />� t i <br />i cl) L46 1 1, (1) <br />.1 <br />�;=�o � <br />0 1 - , #5" . <br />; I <br />I=K� <br />W_t,� ,, ­_,� <br />� I _, p i 11 I <br />.� 1, �;.*-E >_ . ,� <br />, � <br />a �, I_ E- ; I <br />I �� _-,It. ,7 1 _ __ - <br />I <br />__ ,-:, I <br />i; � I =151-n , . --r-111, � I I <br />It , � I 0 .1 .. I %" mAK: <br />11 - ---I ,- - - - MAX, 11--­1 - I =--- ____ PANEL LENn, <br />9 t PANEL LENGTH�, 'r --- 11 ,- <br />ti i I (SEE ELEVAMK I I (SEE ELEVATION <br />0 ON SHEET irl <br />. I- - -.11 -_ j <br />- ---I - ------- - ---- ___ � ON SHEET J2) <br />� 11 I <br />T . f <br />I— -- <br />I <br />a <br />a <br />a I . 11 ; <br />11 I' w ! � ILI - - - - - - 1, � <br />: I it I' mit, I -1 � <br />. � <br />01 <br />"i�AHAIAII <br />GLASS I 4W It ...... SEPARATIOW- - <br />, <br />I _ " OLASS. I <br />: �2 r, It F-1 I � <br />� � lEff <br />7 I ­ - 4-$ 7 L-:-- ir— � <br />I 0 <br />4' 1 --- 1-1 I-- I- T I <br />" " 11_� <br />Ea Z�l I., /� I itigurm ! r , , I" ,2 Ilt All <br />I- - - I _-� - <br />f1w ! T: <br />i <br />e��Jjl_ <br />- - ,40* . -- <br />- ___ - - <br />, <br />ED $��_ OF 7 -I �_, 1 <br />1, t� _1_ ___ __ -1t---, -,--,I __ ­ ­ - ______ _j <br />. , ,\ - �� <br />I- 0 ., I <br />I - � :� <br />.- <br />. % ij I I , <br />� <br />2*.4' . I 1; , - : , t ��, <br />WDQQ.__ I -1- ; � � r-4, WOOD- �� __4, i A " i <br />it ;j: � , <br />� PLATE <br />PLATE I l! <br />, , I � :,t �1� . <br />RECURED I � i� � i - REWIRED , I I I �.; ij,w v PANFILMA PLUS <br />� 4. �� I/eV PANELMATE PLUS . - I TE <br />- � __ '. 12 <br />� - <br />, � I ' � � 1 - � -ANCIOR 0 12 t1r D,C. 11 , I N _ _ ANCHOR 0 I/z" 04. <br />� <br />, <br />� : � � :�, , �, !� <br />I t � . � : I <br />I I � : : � I � I p I <br />I � , �, " � � f � 1 - j � <br />�­..._�_�J _�__ i ­ � - � I I ___ � --- I - <br />,- ... - <br />�__ <br />R-liff ItH <br />Fou PANFL§ SaAff." Et:Vff <br />WALL MOUNTINGS e ......... <br />�,i­"�`T �% <br />,, � - 14j/,, , <br />SCALE 3/0-1- I§F�E&�V 14% <br />, <br />.* .... ,'I <br />I . S <br />4 I , <br />3 No. 44167 I I FLORIDA BUILDING CODE �Non High Velocity Hurricom Zone) <br />:' <br />1 * '. * .1 - —, - F.F. <br />1. INSTALLATION ARE ONLY VALIO FOR MAX, A.S.O. 1,z - ' 24 GAGE GALVANIZED STEEL STORM PA . Na OftwIR - <br />R %. STATE OF ..: - . l­_ - , — ./w,cm, <br />DESIGN P ESSURE RATINGS (p.s.f) AND PANEL ,- � ..% �'l 0 R ,_.� GLOOAL PROTECTION PRODUCrS, LLC. <br />LENGTHS AS PER ELEVATION ON SHEET 12. % ...... -l", - /TILFEC0,01c, PAT- <br />NEW CONSTRUCTION4 IONAI. - TILUT TEST016 * C"KUMN4 COMPANY 4am &ill. 61 rftu � <br />2. FOR WOOD FRAME WOOD <br />I — _)t=__ I 01,411-1011 <br />MEMBERS TO K SOUTHERN PINE No 2, W1 SPECIFIC 'AlNum"01* 4 �Iv - "I "a', alm r, =14 20-175 <br />— )OAD-7il "A", M.Kill <br />, . ---'r -- <br />DENSITY OF 0,55 OR EDUAL �00061`110` ­ N,_ jj,Alj*gWj f,K---47F. ".: <br />RE VAL/w,"noullika: RALTER A� Tun A.. PS <br />- - - aml I ! i L­ SHUT id OF I. <br />I <br />I <br />_1�­It <br />a) <br />(1) <br />_c_- <br />(/) <br />­0 <br />— <br />CU <br />> <br />(3) <br />c- <br />" <br />0 <br />L_ <br />0) <br />L- <br />ca- <br />C <br />0 <br />-0 <br />0 <br />a) <br />t- <br />0- <br />M <br />-0 <br />L_ <br />0- <br />. <br />.7 <br />= <br />..I..., <br />0 <br />Im <br />— <br />U) <br />a) <br />=_ <br />(1) <br />-0 <br />0 <br />0 <br />O.— <br />C <br />0 <br />= <br />L_ <br />0- <br />= <br />L_ <br />— <br />(2) <br />;�: <br />- <br />= <br />0 <br />0 <br />. <br />Co <br />LL <br />%4- <br />0 <br />— <br />> <br />. <br />U) <br />(3) <br />C/) <br />L_ <br />5 <br />cu <br />L_ <br />0_ <br />1F <br />- <br />�_ <br />cu <br />-0 <br />"o <br />� - <br />. c: <br />— <br />co <br />C) - <br />Ill <br />rm� <br />4 <br />z <br />z <br />w <br />mi <br />W5 --A <br />_� <br />/ <br />c%j <br />\ <br />iz <br />�_ = <br />to <br />.2 <br />-= :Z <br />C-A <br />a) 1= <br />:0- LAJ <br />ckz <br />E �� c_-, <br />. = c- = <br />dcx <br />, , �t It-, �z <br />, <br />.7- <br />= <br />— .= = :04 <br />...; = LA- Os- <br />< <br />.ug M C= - <br />rn .= C-A _= <br />W w �� -5 <br />"' � �""` <br />p <br />:g 2-., <br />- -.5 <br />" = <br />. ::` r=- = = <br />z <br />w 0 -cc <br />W — <br />cr_ <br />w � <br />). � ,= L.) CM <br />� :II, = = <br />- cul <br />. <br />�m. = .T - <br />.K......."""I"l <br />U, CL <br />- E <br />a: u <br />- <br />12 <br />cn <br />-6-0 <br />L. <br />a) <br />a) <br />a) <br />-c- <br />-4-0 <br />4--i <br />U) <br />mml <br />cu <br />> <br />c� <br />111111�1111111 <br />L_ <br />0 <br />C/) <br />CDL <br />CL <br />< <br />(1) <br />-6-i <br />0 <br />c: <br />:3 <br />-0 <br />m <br />0 <br />OL - <br />0 <br />a) <br />0 <br />" <br />U) <br />CIO <br />" <br />CC) <br />:D <br />uj <br />2i <br />< <br />:a <br />z <br />< <br />_j <br />0- <br />SHEET NO. <br />SH 1.4I <br />