Loading...
1789 Beach Ave M*I SECTION"B B"(3) SECTION'B B"(4) w ID ** uir; 0 Z co CHARTS BASED ON EQUAL SPANS > W I � U a: ¢ Q Fa w N 11 Y m _ J J - Ci- ;,rl=l a Q A ¢z w w a — 5= FBF RI'_-ET (_ �! P iP RI.-'ET ,'P ¢ Q 00 o � vv i r I I_ r 4 7,c I:1_ 2 1 L . .. 4 f„1 5 o QJ \ G / s0 Ocn I- II '\ _ - I C Eti'IE�EDti�Ef IT, -y � 11 ��, r,2 L,IIN. Ef.,6F � ,i_IvT_ /� Ir .,fir -,Ir: , 4 1 `1'� ha,l�l F_�., ,..C�f�., II � - � I I 1 y� I1 I '1 l - E . _ III � HEI I_E t� �r rl _ � II � , IE I ! ,rir.RT => > I ► __ ► ! W ci I U z SEE �_H�o���E BE i it i , E her;,;' F I iA p H E J '- F HEt l Y I z = Qr i% j I w _ E Pl-, —I — E U z a l _ a _ W U d W H w x U T O Q NOTE. MAXIMUM GAP BETWEEN CU END D w z Q OF POST AND POST BASE IS 1 /4” v w O H x p a U 3 # a SCHEDULE S6-MULLION HEIGHT CHART SCHEDULE 6A-MIDDLE MULLION HEIGHT CHART x II SCHEDULE#B 3 x a"MIDDLE MULLION SECTION"B B (3) 3"z 4"MIDDLE MULLION.SECTION"B-B"(4) 1/8-ALUM.�I.LOY EA61-6.x 22 x 3/4"SS SMS 120SLAT I SLAT �I JJJ LT-7 i '1441 • _ � L-- I I 1 ; I I 1-1 � ! I cl 00 I - J I Imo- I I Q I I I I � II I II rt i - I 1 0 1 1 I I I i I I I 1 i - L - - — —� 7 8 9 10 11 12 13 14 15 16 17 16 20 20 21 22 23 24 CIG INCHES HOLE SPACING I I i I I I a I� I - I i i I � 1 I - I - I I I cW DRA N' I I I I I I r I - I I -- I _� 1-- -- APPRO CD. II I I I - I DATE: _- - I� � 2c -o I w URA ING NO: I- t I I I _ I - i - 3-Ol 031 - - -1— - --�- - - _- �-� --}—F--•-..-�_ _`�. — SIZE: 1 REV. I �� I I I I I 1 m I �� I � I � � B 1 O rt— I;, 11.1111 1' 'I'I.II it 1 1 I''.;I!III .111 I'II.I r�llnllll n Ili'i ':I X111 III ..' I,I II �.L, I � �IIIII'nll'111 li I �..I -- 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 40 50 60 70 80 90 1W 110 120 130 140 150 160 170 180 SCALE: 1 : 10 MULLION HEIGHT(INCHES) MULLION HEIGHT(INCHES) SHEET: 15 OF 26 L - I NOTES: 1.THESE PERFORMANCE SPAN CHAR O TS DO NOT GUARANTEE USAGE. TRACK ATTACHMENTS,BUILD OUT AND MULLIONS MUST US BE II VERIFIED PER INDIVIDUAL CHARTS. ID NQ w - -- ---- --- - -_—_-_ 2.P55ER-REBA R ALL SLATS ARE SMALL MISSLE IMPACT COMPLIANT. I w� -- --- -_-=_--= - -- -- P 3 SSER-REBAR ALL SLATS ARE NOT T y OBE USED FOR LAR z GE MISSILE � J g --� IMPACT HURRICANE - o SHUTTERS IN WIN � I D BORNE DEBRIS REGIONS. • U-11 nN 7 w SL SPAN m rn¢ AT a I CHART I o Z Y QI �F I Q PSSER 8z PSS ER SLATS I� ii Ow IIIA � aW —�-- --- — — f t f o o W c°>c�i j fV _ - . p I10 sm', a ��■I � �— -- I � � � A a ■ j � � a� g� �KA� � s I 00 -- — -- LS. I — �I NOT ALLOWED con W Meg,: ass ��a,�. FF ' III ALLOWABLE I _. - � S_PA_ NS.- - 4- h I < o - — — a U W .a � � — I E-� >� �7 : : �- _ I I I I . I I - ' � I, I I I , I I I - I I• "�Y *�_ �$:• I I � 7 W ji 105 110 115 120 125 130 135 140 145 150 155 160 165 LE 3'� 'qt 9k'i W­ 61 Ada TRACK TO TRACK (INCHES) ' 1 (� Q \as. :. ---.— li '"�"h.,; a"` s,�.. s�$ f .e...F��in �*�Q.... ►�i P■YV� -:�i# ,� I1 W O I 01, a - ,a - x.�it Tp -z,„ •' �j �- - ^- 'iib -_ _- 11, I u L 7,a �` ., g� P Al .sA"` =^c ..:.:uc t. L - 1 -- - _ r �, 3 '.a,> Ni ,sc K: 'I �� :. 'v.;°t. ... ,v"# �'...., �'�' II SCHE y . 3 z , x DULE #2 l 4. _ y o GLASS CLEARANCES" r> — I ": , „mss � 4 1 US60ER 8t PSSDER a ti : - I yr '�`,_ a, 1� � } '»�; ,yx.>" ,�-:�.,a*,x.� <� :r#>•."K ''� a Z �„ r ,": '` r-s',�*. `:r1 ai -mss- .zs ,ate"�,y+$ y; ^. ;:M1:::v 6 d: '1 l I 168 3 ,�^ � �,. ::�,g -`� II I. SLAT SPAN v � r� �, ,a (IN z a� T I Yr `p b t ? £ _ O I I �j �a I kyS,�1- F -- �y, j II W ` „ y : I 144 � '� x ,E.: v;� ,� r W j c �'.r ,a.. 'F.. N IL O.R 00 132 I I I : -� _ I O I I I - L - �- - �- —�—T- 120 i I �.r III 108 I W I I I �y 96 DRAWN: I I I I I 84 I 3 �:" _x' �,� ,5 h a:::'e r� >#-:_ DATE: v a _ - 8 air - f 4 05 09 n sqa .r � F; : Yom•:::. ...�, - � r. ak APPROVED: 72 .; � � - - - „ ;..'x': fG' DATE: IN, - ' ,r ,� DRAWING NO: r y , a a=-,l 3-01-031 i SIZE: l II . I I:I I , .I :.. •,;: ., :; ,. ,. , >, f.. REV: I� 70 80 90 100 110 120 s" uK� s��. <a "� � B 30 40 50 60 i x�r'�u�n AItQr�rab�� Span {Inc�esj ---1 --- II PSF �I - ,,..,+s > Y ':r SCALE: 2"-1'- „ _. 0 -- SHEET: S p OF 26 o a SECTION"B-B" 2 ¢ SECTION"B-B" --- - - --- *' CHARTS BASED ON EQUAL SPANS AND WOOD SCREWS SHALL BE CENTERED IN 2" FACE OF STUD > c)NN .(�l N J ¢ w LL N N D:(.5 O¢ y N 5 _¢ O co Y co1 1- • ` Q N ¢Z O �D: >w Y a :F w ED,-' - T. niCE a �w °o a00 > G fD L \ A■I lipJ ■ f1 - ' G - pap so on 01 c o- pl 'F c R� _ N,'�l R� it.F«ET� . c OK V/�,(- _�G TUC i 1 Tl i� -�T kr6 _ OR H OR,! I i G � OR H 'I OR I � � G w H,,_C`L)LC = - 5EE it"F Ei!LE B I — n Q Q z yam= s=> 1 w H a �G A U z U i _ w � I i` r I li w E l - ,. r , ~�2 i �_ ,H EC_L� — �Ate. g U g.' HOLE FL jG J -- E -Y U z Q ' � O w O a : z SCHEDULE#B SCHEDULE#B1 SCHEDULE#B1 SCHEDULE#B1 ! 1/8"ALUM. OY .�7'6,#`12 x 3/4'SS SAIS CONCAE7E BLOC I/4" 4o yxvn.I Iry'EMBEDMENT 3320 PSI CONCRE 1/4" o a,' 1 1/4 EMBEDMENT WOOD FRAMING.414 SS SMS.I 1 2"EMBEUMENT 'L Illi _1 ti 78 _ .. iIBUlI144'I;.120! 961:78� g � :SLAT SPAN(IN)�..j g �� J� I I I ,SLAT SPAN(IN),I' I 18 - 7 �n I LL T >, � L 1 ' I I _ I 1 I � l I � y _ -T—j-? I .-moi zO oc i 0 T tI, II Iilli ,r I I ,I 12 1 14 1 4 6 7 8 910 11 12 13 rn Vl 12 14 2 3 1 4 5 6 7 8 9 10 1 1 3 2 3 5 �a 7 8 9 10 11 1213 14 15 16 17 1812D 1 � 24 2 3 4 5 6 7 8 9 IU �Il 13 2U 2 22 23 N . O 4. HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) i � O l� au, a SCHEDULE#B2 SCHEDULE#B2 1/8"ALUM ALLOY 6763-T6.p12 x 1A SS SMS IB".ALUM ALLOY MM3-16.414 x 3/4"SS SMS , DRAWN. i 1 SLAT SPAN(i)Nj T DATE- : I I � '74 —.-__ -1 - _ I _ APPROVED: � � I 1 I � - — LL DATE: t DRAWING NO. i 3-01-_031 - REV: cl � I�u 111ilii ,l:� II�I1�lill 111 11111 i1..;lli',�� 1 �:� :.,:II �I� I 1111 I'dll: :il I : 2 3 4 5 6 7 8 9 IU 11 12 13 14 IS 16 17 18 21 21 2 3 4 5 6 7 8 9 10 11 12 13 14 IS lfi 17 18 21 21 SCALE j IQ HOLE SPACING(INCHES) HOLE SPACING(INCHES) SHEET: 14 GE 26 - - I I i I O r � I LL W Q N I I I � I I ■ w oN id C� ¢ a N N m 2¢ Z Y(n ¢OW I Q N 2 � a >I W a Z¢ W . - I 4 j 00 0(L a I , I � > I N I O sip I I I ! I G2 1 1/2"x 3"POST 6063-T5 ALLOY G1 2"x 4"POST -- 6063-15—ALLOY w • U Q Z 0 w H I F1 I r 1.421 _ w - — ,p _ U T' L j 1- I 1 ` N 2 i I I ! III I i I I I — Z 4C �— I T I I I _ ye I I ,138ER SLAT � P55 ER SLAT BOTTOM SLAT MINI i II i 6063-T6 ALLOY --PVC O--- 6063-T6 ALLOY — - HEADER REINFORCEMENT ANGLE 6063-T6 ALLOY I I � I a� C; Fi I �I �I F I ! I w •i. o ` - �— ---- ---- ----- I - --1 0 I n I � o W I i ! ! I _ Ili I I . 7 - DRAWN: - DL F DATE: -- 1 �j 2"x 2"x 1/8"ANGLE �j I'x 2"1 I J2"x 2"x 1/8"ANGLE x 1/8r j DATE: -- ---- —- "ANGLE 5063-T5 ALLOY 6063-T5 ALLOY DRAWING No. 6063-T5 ALLOY -- -- -- F' T)r' 7'u' �-- - - - ------ -- - 3-01-031 SIZE: !REV: -. D _ SCALE: 1 :2 SHEET: 5 OF 26 0 SECTION A A"(1)J SECTION"A-A"(2) SECTION"A SECTION _ - --- -- I w� a J N A to _ O LL w ¢ N v w T .. .- - ¢ m a �N'.,frCLT� w� _¢ ,. O Y m g Z EF-_,E E r Q in a: C.�E I Ev;E I � Q w - — - �. ,�.E r �T:iN ¢ w O t 00 lu 00 a. a v~i > c a �n O 17 a ■� T _''NCFEIE H� '�I<, f1 -:ESE ..L�;., �' N..G'EIE ELCC;K. ■ �'!jJN_RETL "_, E� BETE, d!' F.,!. EG N, FETE, v II �) 1 7 ■■�■■ ;TI T Ir --- G ;i OR H E- HL- II E - �A -3E� S'..HEGI jLF "ED EE tL s= V I - — H' 11. _ — ►�1 Lt _ �- ,�D OR E F L_ .. 1 Q. I _ _ SEE .,.-h,,ECULC - - i! A � I F"I _ O A 3' HGLE FLJ; /D OR /E a a w H0LD� D O R E U - Q w F"( *WOOD SCREWS SHALL BE CENTERED IN 2"FACE OF STUD. 1 0 III w Q Q Q, SCHEDULE#A SCHEDULE#A SCHEDULE#A2 O SCHEDULE#A2 SCHEDULE#A2 F " 1 .. CONCRETE BLOCK 01l4"ELCO TAPCON.11/4"EMBEDMENT 1/R ALUM ALLOY 6063-T6.#12 x 3/4"SS SMS 1- � � a a # r 1/B'�ALUM ALLOY 606.T6 N 4 1.211 PSI CONCRETE..01! ELCO TAPCON.I3/"EMBF,DMENi MOOD FRAMING. 145�.112'EhIBEDh1ENT 1 x 3/4 SS SMS 48 o 48 _1 1 1 721 T - - _ Sa _ � zSLT AN SLAT SPAN(IN)': SLAT SPAN _J _ 8 108 _ 60 -60 - I '12U�' 60 I i a i ; a I 1 - �' nJ I - - 1 120! I 156. - 72� 0 — - 96 bq s� - - 'taa a - -T— 1 - - N a I , 1 � 96 I I I )loan ! ; '�- �._.'_ 96 120�I i T� 00 Ili! :L .tll � it I- iii .111.11 i:. I� 1i 1 1 il; d il1.,111 l/'7 O 2 31 4 -5 6..j 8 9 10 11 l2 13 14 N � 34 5 6 7 8 9� 10 Il 12 13 14 N 2.5 3 3.5 4�4.5 5 5.56 6.5 7 7.5 8 r 3 4 5 67 8 9 10 I1 1,,, � � -~ ' ' 2 l3 l4 1 2 3 4 5 6 7 R 9 10 It l2 13 3,, HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) 0 1 O I-y p G L1au, W SCHEDULE#AI SCHEDULE#A1 SCHEDULE#A1 SCHEDULE#A3 SCHEDULE#A3 SCHEDULE#A3 CONCRETEBLOCK,01/4"LLCOTAPCON,I 1/4'EMBEDMENT 33x0 PSI CONCRETE.01/4"EI.CO TAPCON.13/4'EMBEDMENT WOOD FR AMING.9 14 SS SMS,1112 EMBEDMENT CONCRETE BLOCK.01/4"ELCOTAPCON,11/4"EMBEDMENT 332n PSI CONCRETE.0114ELCOT.AKON.11/4"EMBEDMENT WOOD FRAM—IN-7#14 SSSMS;I in-EMBEDMENT o 1 1 N 1x54!148 5411 48 _ �) 48- -t-1 48 - DRAWN: 5PAN IN - 1' 60' R [SLAT_ ( ) !J SLAT SPAN(IN) _u SLAT SPAN(IN)) R SLAT SPAN(Ir�� -�48: +SLAT SPAN(iN) - I�SLAT SPAN(R'p jl 66 Jr 66 __ -j- —�' - DATE: 72 _ + I 1- - 1 APPROVED. I I � 417 60 T96I - 1 0 �84 1 $ -y 54 1 6h -�-- --- - 60 - 72J I _ 72 DRAWING NO: 1 84 .120' 6762 96 13-01-031 I l0R 1 84 I 1 0 - I SIZE: �REV: 0 0 i IJ D 1 li to i I I:I, I. :!1''11 ,n 11 I 'lil'1� 111 11 11 I � 1 III III 1 I I I 'I H II:{'.1 1111 I 'II 1I � 1 II � I 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3 4 5 6 7 �8 9 10 11 12 13 14 1 2 3 4 5 6 7 18 9 10 11 12f 13 2 3 4 5 6 7 8 9 10 11 1213 14 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 1213 -- '.. - SCALE: HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) 1 :4 SHEET: 1t 1 OF 26 - CJ o H M H C W M --- --- ]AMB MOUNT REINFORCEDWALL MOUNT j HEADER ? -_: FFG; REINFORCED HEADER y, w El.: L F ` CONNECTION w T E a CONNECTION H > l .T E _ — _ H LiJ Ill _ G __ • ] W Ul W _ o Q LL N Ill z w F ♦ - -__ ' 1 H OR I --+----� __ N w - _ xQ i i HCJM SECTION a w - Y in W TION: - �_- _ ! I ! I AHC MSEC ---- -- - ! -- -- -- - z a Q z J a z I J O¢ Il w /ice o 00 a �o�� Q 0 v 0 o a - ---- D E I a I � OR ; , G II => ■ J � E �E� !LE F H 1 � _ 1 D OR E - ,. E.'� � IEP!T'' —�-- EE1_i_ 11 I W , SFT[ On' - U _ - + X z1 - I-� ►-� 1 , � 11i -TELL„ cVl W ORX\ I a hJ7 Er B;IX W E-1 _ I : W ''. OR 1, X i� N ` - �W OR i X� U Z a HUM WM c Q H W E-+ U I -u -I - W « OR X O • W Q U WOOD SCREWS SHALL BE CENTERED IN 2"FACE OF STUD. O a Z V Z 3 REINFORCED HEADER-SCHEDULE#1 REINFORCED HEADER-SCHEDULE#IA w 8"&714" REINFORCED HEADER -SCHEDULE #4 m 5 7/8" 7 1 4 HEADER 5 7/ / HEADER / / 14" 4fIfIB P51 CONCRETE. 7 "POWER- MBEDM1Ikl1'7 VIII 33^A PSI CDNCRE I/4"EL(' APCON,1 / EMBEDMENT /tl LT.:' REINFORCED HEADER-SCHEDULE#2 5 7/8"&7 1/4"HEADER 96 84 r _ !i4 _ 8STORM BAR 5 7/8"&7 1/4"HEADER LENGTH(IN) CONCRETE BLOCK.0(/4'ELCo TAPCON.t I/4"ESIBED.MENI' T STORM BAR - - LENGTH(IN)j - — 5 7!8"&7 1/4"HEADER ° REINFORCED HEADER-SCHEDULE#3 �1__i1�1 WOOD �.x .1 I_ DMENT —� - - STORM BAR LENGTH(IN) 0 � 'LENGTH(IN) �' I�- -----+-�-T- —'-+ co CIO \ I i I I - I �y : STORM BAR ` 1144 i - 84: o _ - 90 LENGTH(IN) - o i - - � �-6. - -i � u. - - I -i �_.� -'�-I _- I\ - I I I i = I f-. ..Tr � __ .�. �--•r- I - — - �-t -- .m .� Vl i �- -� i a - ',96�. ---1-- �- I I a = I -� i fi = '02 � �r� w _ I - I, _ I ' I- - L�-' - W � •li--. O o -Y - los 32'1 7 _ W i I r i - 114 156- • � o _ I � o _ -�, J_ -'-�-_ I �_ = I I -r I o_I I i _i a� �- -- � I i_ —�___I I 96; 1 I l - - - _ ., 1120 J - I - —— -- I -- � I : I , Io ->_ _+.. ' o -� _. _ , - v _- -f.._ - ! {-I.R� `o _ _ - i �•.`, -_ 1 i—t I DRAWN: I I I 96 144` ---_ i 'lU : L.-L ! APPROVED: O�S N=_ rt 90 100 110 120 130 140 150 1 y _ 1 1 I - � -�-�- -�-♦--�� - �� ', �f N� �I—�--�I--�I--�- I� L 60 170 -�� -� � x.11.I.:.I ..I i:1 i�i::t3 .I. : ; I,,.,,'I �,; DATE: - _ l „I rill, 1111 L! r:11;1 7U yU l l0 ! 130 150 l70 :, 70 90 I IU 13U l50 170 70 90 110 !130 150 170 70 90 110 130 150 170 HEADER LENGTH(INCHES) - DRAWINGNO: HEADER LENGTH(INCHES) HEADER LENGTH(INCHES) HEADER LENGTH(INCHES) HEADER LENGTH(INCHES) 3-01-031 SIZE: D REV: A SCALE: D I :4 SHEET: ._- 24 OF 26 1 i I, --I T' 1-7a • -moi -- _- _ w Y T � - 1 i T I ¢ LL N W li _ Z - jj W N OCT (�-,- 2 �.� U a: o� t _.—._— _ -- Y Q! I III �`If - ` 2 w' O¢ �� w I I - '-H O 5 I o �� 1 J --- - , --- - 1_. o o w U U - - --- - y o a a I' \ > H P _ �� w I -�F -�T� P " I ,i�E C;TY ��:� I _ I. � F F.' - -N ,W"F TiP 7 71�F: T�F� TY�D I 3"REMOVABLE _ HEADER 7 1 4" STORM BAR BASE, 4"REMOVABLE STORM BAR BASE, L; 3"REMOVABLE STORM BAR BASE, E / ��"Y �' Z�'' EXTENDED X\ STANDARD „ STANDARD ALUMINUM 6005 TS - ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 5 ALUMINUM 6061 T6 OR 6005 TS PFF R - - U l -- O O II i w h F 0� Y P u- I U w I i I i i I I 'i w -- � O _ = 2 , _ z t2'c Tr��E: v n o I ----- — 1 i L 4Y." I- -"� L 4� 4 __ < O � V ORM BAR BASE =>= :, 3 REMOVABLE STORM BAR BASE. 3 FIXED ST , 3"FIXED STORM BAR BASE, END RETENTION SCREW AD 1; AE';1 AB ; EXTENDED "AC' EXTENDED DOUBLE - ,- �� ; 302 HQ STAINLESS STEEL ALUMINUM 6061-T6 OR 6005-T5 = ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 c;w !i . r. I I � o0 Tl S"SIDEFRAME - 9"SIDEFRAME i_ 10"SIDEFRAME 12 SIDEFRAME as 1 D INTERNAL ANGLE p \ lC .I INTERNAL ANGLE w lAINTERNAL ANGLE 1B '' INTERNAL ANGLE � T �. p 304 STAINLESS TE i 304 STAINLESS 304 STAINLESS STEEL = 304 STAINLESS STEEL o S C SSS EL S STEEL I � , I t I! j I _C J", J - . - DRAWN. Y r TYP DATE: _s��J I iAPPROVED I 4.L� DATE: Uy -rT):_ — _- - I . DRAWING NO: - = T�; - _ t -_E - FL t.- - 3-01-031 SIZE: REV I � - © O J O O �F I �' O C O F - SC vE: B _ -- I ~ �. _ _ — 1 :4 SHEET: 4 of 26 N W W W LL N to Q O Q w F¢ a D y m C7 w O¢ I w I,.. � p o OO '.2 00. a > In O ♦ ■FAA s ■ i I 0" V W U .® W z O � b b � O O U z U � W w v z e,� { i a Il F j i- a j II o I I i i �Z I ril 00 U C � � y Lr � o a 0-1 DATE i �✓ / — ',Ci! a� Y ..APPROVED: DATE: -- DRAWING NO: i _3-01-031 SIZE: i REV: P55DER SHOWN NOTE: _ B 1. SEE SLAT REINFORCEMENT DETAILS SCALE N.T.S. ON SHEET 6 OF 26. SHEET: -- 10 OF 26 I r SECTION"C-C' (i) WE== FIXED STORM BAR REMOVABLE STORM BAR = ui n > r F Z J O V1 J = U 2 - C7 SCHEDULE#8 STORM BAR PERFORMANCE CHART 40 r¢ ra N 3"STORM BAR(AXED OR REMOVABLE),SECr10N'C-C"(I).(2),(5),6t(fi) rn _111 ,\1 EL EC'I E -� P .; EE I-EC;�1LL -- - --- - ° P _ Ym c�W I ID o0 o II a - 011 i I, -r 57 O '~ a R Y J - HE H ET E 2 - - 1 IT WIDTH(IN )f 7r, I � , ,� ■I­` - 67 j- � 1 - I Q _ - - — Q S F�..•NEEG - 77 -�-1 I - 86 �, - _ v - 1 4' X +„ i LC,_ I I 4' 1:11l l 1.::E.I'.1 , - :I ,,.I —125 U : T„ L i �� 1i FFE �I -.� •.11rEl� hh � -rIYr - ,I4 YID - I - — -- d z C . O N O � I a I II i I i i I a 80 90 100 110. 0 1 12 130 140 150 160 � z STORM BAR HEIGHT(INCHES) U w a x 0 v w Q Q v z 'i �-- -- --- --- SCHEDULE#9-STORM BAR PERFORMANCE CHART o 1 SECTION"C-C”(5) SECTION"C-C'(6) YSTORM BAR WITH LVSERT(FIXEDORREMOVABLEI.SECTION"C-C"I(1.(11.(51.(6) W A/ -- -_-- —-_-- 94 FIXED OR REMOVABLE STORM BAR FIXED OR REMOVABLE STORM BAR N i 1671 57 _ F ',UNIT'A;"" _ z I P HE T - AA OR AC;1 P • !i� % 186 1 I I AB.i OR AD : I I - L , 96 1 - TJ - L , t, — 1 p TYP F. .I II Iia _ E-P 105 I u 514 I - i I — �` 0 �0 13_ 3 v _ 125 C' `n O - t- - , _ 1 P Y b -- ------- --- ---- - r 42 C p 0 0 156 - - +-- 1 O O ! - I 1 i 168• _ --_ >;, L1awa� 1 .i�� I Q Q , J� _ TE , - 1 1 R ,=LU`IINUId HEi''.ICTE II EE N''TE 2 = �I 1 � DRAWN: rw - ill iiilll• lll � II�hII 1 ,,I'' 11"i DATE 80 90 100 110 120 130 140 150 160 170 ArrRovEo-. NOTES: STORM BAR HEIGHT INCHES --� 1.ALL PERFORNIANCE CHARTS ARE DRAWING SECTION DATE: SPECIFIC SPECIFIC AND ARE BASED ON ANCHORAGE,BENDING DRAWING NO: STRESS,AND DEFLECTION LIMITS. # V 2 #12 x 4" SMS 3-01-031 2.OPTIONAL(2) 56 SS POP RIVET OR O 3/ SS THRU PURLIN INTO POST.KEEPS ALUMINUM FROM SIZE: j REV: VIBRATING AGAINST EACH OTHER. B - j 3.AT THE SAME UNIT WIDTH AND STORM BAR HEIGHT -�- THE USE OF TWO SETS OF STORM BARS INCREASES THE scALE: 1 : 10 PSF RESISTArCE BY 1.75. SHEET: 17 OF 26 H - O = STORM BAR NOTES: - T- �v , 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE -',1 N 4 ` L F Ei ED STORM ASSEMBLIES&MOUNTING w '� T � � SPRING-LOAD BAR S -'H-,T Ci'X -.. T'� 1 IT ) �I _ F t ARE SHOWN ON SHEET 17 l &l9 OF 26. 8 , I wn 2.SHUTTER(S)SHOULD NOT BE ROLLED DOWN DURING z m g ow WIND EVENTS WITHOUT REMOVABLE STORM BARS • Q �+u a 1 _ wm -- U a: o- - -W ¢ _ AY I RESPONSIBLE FOR I IN PLACE.ROLL-A IS RESPON L - w F DAMAGE. N S ¢ SUBSEQUENT id D Y In C7 w ____ Z —1- --- REMOVE PIN LIFT a m ¢ „ - 3.REMOVING SPRING-LOADED STORM BARS.R O < z 2 I • I N"E E" > ECT O _ S ¢ o TION D D 2 w SEC I e O\ -- a �� `> - UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM Q 00 o 0 UU E LATE ROTATE STORM BAR OUT OF OPENING. m • BUILDOUT MOUNT \ BAR BAS P S � a BUILDOUT MOUNT 6 m o J a • \ I W N STORM BARS OVER 72"WIDE SHOULD �� > WITH STORM BARS 4.SHUTTERS WITH O NO STORM BARS o 1 - y -- • <. HEADER,TUBING OR ° • RM F HOOD SUPPORT HE U .� S USE SOME FO O / O - SUPPORT. ■ EXTERNAL SU O � � • i' � • - 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR 5 26. I� BRACKET SHOWN ON SHEET 2. OF 11 REINFORCEMENT B C x x i x , _ EE ALTERNATE SPANS USING O1 4 20 BOLT&NUT PER 1■■�■■ TI �I ,n t� I I 'i ifJ �F.�� ,L .`1_L1 ,� ,tE W OR X ., DETAIL"E-E" 4 SHEET 23 OF 26. Q n 1 t ': - _ �- FOR TWO SETS OF EVENLY I _ E HEADER SPANS O 3 � _ FC,H rI.-I� _ � -- 7.ALLOWABL I _ TH P l, ✓I F F l II SPACED STORM BARS MAY BE FOUND BY USING A REDUCTION F I . N_� I I E I U _ - ' II � ;L�� r3 I 4 �" x ��} `: E,-,LT l'�� N I ��°, I � OF THE PSF SHOWN BELOW.THIS REDUCTION IS OBTAINED BY - A F i MULTIPLIER. 1T h 0.85 MUL L I HEC_ ,� � I 1� USE OF III I � r_ -J_ __N II �a��� 1 'w' r' '�� I W FNOTE I, j I �� D OR .t E OR F1) a S �r:r,16�zF' r�� I I _ 24d Z I � II `. I �DOR , E OR F I I I H OR I, i III it I, I E-� I li W I II II a • U W _ 4" DER SPAN CHART 7 '&7 I HEA - 5 8' I I I , I I , ,�, W j ;�� -_ , IE��_E� H SEE STORM BAR NOI` h F y SECTION"E-E"(2) II TES �+ II II � _SII O U II - - --- I 1/8"ALUM ALLOY 6005-T5,Ald z 3/4 SS SMS EE CFI ttG. r t 1 jl 70 90 110 130 150 170ISI HOP 11N. .. I ! 1� O HEr� ;5 : 2,L; - d STORM BAR 3 F L, W ,! w - j LENGTH(IN).'- pr !I II i I II I I o I I I G ` OR H OR I 1120 I11441 Io aoa o � r .66 a 72 v C_ 1 84 � O - I _ -- �9 - I C a� - 96 `N I = 108 W u, {_. � N I 1 III -- oiELo ALT.,TILL DETAIL Ii ALT.SILL DETAIL li !i o 70 90 110 130 150 170 �' y p - _ F= III �- - -E w ' :E� ,� ,[_-,_L..� ...,� 1 _ _ _ O i1 i I � O I I H F - - HEADER LENGTH(INCHES) — I i I I i' II Law a _ I T SHEET 7 SEE STORM BAR NOTES I I , - .F, .I _ 1 i ! I I�` I I I 'I I I I SEE SECTION"C-C"(5)5 DRAWN O� — FOR LIMITATIONS I ti .. DATE: I ;f SHEET 17 OF 26 AB OR AD' 08"10"06 Ij G OR H it OR I�il APPROVED: J l DATE:i -G 4 I I ' �_ all IIF--� __ DRAWING NO. 0 3-01-031 0 /N - -__ SIZE: % _ �I B _ z SCALE: Ll'N I1F CI IEiyT I : 10 F it i s i _ SHEET_ rFE 21 OF 26 - i a o O B1 - B2 .500 3.000 2.500 6.000 O N Q .574 O .{ + O • Q w¢FWW cJLLcO 365 cO .088 088 .088 z055 -� 2.539 .002 162.1 65 � /1. 70 1.071.996 �0 2.i60 O _v 7 cl N0No - w .365 .363 �-- t 25 .123J ,25 _ f • 1, `o Q g W E w 0 � $o N tD0a I < P55DER SLAT L SYSTEM I TRACK SYSTEM II TRACK SYSTEM I DOUBLE TRACK OWER SLAT REBAR UPPER SLAT REBAR BOTTOM SLAT O . co A l B 1 B2 C D END RETENTION E END RETENTION ION F END RETENTION POLYVINYL CHLORIDE O ALUMINUM 6005-T5 ALUMINUM 6063-T6 O ALUMINUM 6063-T6 O O O O O ALUMINUM 6063 T6 ALUMINUM 6063-176 � ALUMINUM 6063-176 •j'Q■•a � ■ • 3.000 3.000 2.000 0 6.0 0 5 0 .1 3.000 -r- -T 2 2 00 W U I 4.000 .125 .125 4.000 3.000 .125 .250 3.000 0 .125 - 1.000 O r-I 1.00 �- W 300 .125 U W I TUBE V x 3"x.125" TUBE 2"z 3"x 1/8" O TUBE 3"x 4"x 1/8" O MULLION 3"x 4"HEAVY DUTY K MULLION 3"x 6"HEAVY DUTY L ANGLE V x 2"x.125" U u ALUMINUM 6063-T6 O ALUMINUM 6005-T5 O ALUMINUM 6063-176 ALUMINUM 6005-T5 O ALUMINUM 6005-175 ALUMINUM 6063-175 w W H W Q � z Q U I 5.000 . 4.866 I, A� 4.000 O 7 _ 2.700 .0 8 Z 1.500 -L 3.000 O 096 z 1.375 3 5 1.200 a a a L_ I I 165O2.000 2.125 2. 1.000 .192 ' 1 00 .195 .049 3.000 2.655 .093 .125 .125 ,- - ANGLE MULLION BASE 3"x 4"(L-3 3/8") ANC'LE 1"x 1 1/2"x 3/32 3"STORM BAR 3"STORM BAR INSERT US60 SLAT OE) 2"x 3",4"OR 5"x 1/8" O MULLION BASE 3"z 6"(L--5 7/16") O O c ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6005-TALUMINUM 6005-TS S O ALUMINUM 6005-TS ALUMINUM 6063-T6 O O op Z W a r, a> � 00 C o •y. �a a� 'O 1.198 a w g 0 0 1.243 crl .125 2 O -� t00 .100 � TYP. OI .125 - 1 500 1.500 ,.5 1. 1 41 00 228 . .125 2 1.500 j ___._. +_._.-.. n DRAWNO O __=_ - -===-_ DATE: 350 -! 260 .385 .150 I- 4 05 04 -- 2.698 �-- 4.000 3.286 4.647 3.500 5.875 APPROVED _s DATE: Int'o Y 3"FDCED STORM BAR BASE 4"FDD STORM BAR BASE, OOR STANDARD RD OOS 4"STORM BAR OOT 4"STORM BAR INSERT OU STANDARD OV 3 1/2"HEADER OOW HEADER 5 7/8" DRAWING NO : (LENGTH=2 5/8" ALUMINUM ALUMINUM 6063_T 6 (LENGTH 39/i2) ALLOY 5 ALUMINUM 6W5-T5 3_0 1_ 031 ALUMINUM 063-T6 _ SIZE: D REV: B - - I. SCALE: 1 :4 SHEET: 3 OF 26 NE r .i Ii T ., -,- i ENTER KAOUN7 END MOUNT y S F 1 >N Z O J 1 C J U7 _ Fr O I W ¢ LL N w GLASS CLEARANCE 2 _ O N N ¢ a Z� AT I A I I w oa a ■ EN - NT TORI.:I B—R' CENTER MOUNT — STOR" BAR - END71 MOUNT I i i W I U l I 1 I I 7 Q - L 41 GLASS CLEARANCE r�-1 li �� Iii O O W Q III U z a I I � ELLT SPAN- SILT Swar� i I I H I I i I w E-y j _ w TRACK �77 rR_ K _ _ Ir'HELDER SPAN h w GG r v z_ L1 N Wvwc .I ENE, o iL. - — -- — I N 0 I I N I q A I Q O '•in O ENE, .� I� � � iJf� �z RI..� 5,�F. 40 P_ ULL!G r.'II_ILU 1•� ?I_ILL!C�rd - L1awa: , k� I I. - ---- -- - - DRAWN: DLF DATE: L. El 4_05_04 APPROVED: I __ GLLT SPIN" DATE: DRAWING NO: i TROCK i SP- fIIT ---- - IIT - - - -01-03.1-- SIZE. D I REV: - L Hr Or EG TPW,1,1 HE. DER P&N _ _ I — -�— H _R ,I 1 T DTH 1 SCA-LE: .SHEET: -- 9 OF 26 O SECTION"B-B'(5)** SECTION"B-B"(6)** ------ wn O NN (h H Z N J } F Jwo O W ¢U' O 2 K K, o y5 �w Y f< Q Tw oa oo� - v 2 CL Tl /� L L r O f I,. lZ 1 N. �[ t H TSH!,E,I / ( it / 4 1, N_ E /. .I I I �iI I , IIr' F �. I � I - 1 + I � .1 I I _n' 1 I I. �F :. . I I I'I i rill III a� C:- - r, _ PF RIV/ET �K N �� RI E F I � Imo- �I1 -1 - - - '. X ._/4 �: �,1i✓ ��, lily �:�'il u I� 1: �4 �_, .,.I:=�; I J I .. it \ i n L. -- ���- U E�--- -- - z d z 1' O I i 11 PLO Ill �� 1 I W � � I I z a r . PLO, - �� SEE ���>'_I_� A��` U � W r - - . E--I - w O x U W Q , Q U z _ O W O a SCHEDULE#B F z ' I/8"ALUM ALL Y M16.-T6.NI .1)0"SS SMS + - --,.-�i-� SCHEDULE#7 MULLION HEIGHT'CHART SCHEDULE#7A-MIDDLE MULLION HEIGHT CHART z of -� ry 3 x O O.( A 3'x 6 MIDDLE MULLION SE B B (G) H - ,SLAT SPAN(IN)I}- -732, 1120 11081 961 84 72 1 60'i 144; 132 h 2Ul 1 108 1 96 84 72 6U 1 48 O r L _ J 148 ! : J 1 _ SLAT - -r--t---j-j- $ 44- �SAN(IN) o ! 1 156: - I j i I - 15, 1 I a -T I17-11 : I I I i - i I � 0 I I , 1 _ �` ry 3 o - -�j �II �r .°� p 00 - - 7I�81 9 10 11 12 13 14 15 16 17 18 20 20 21 22 23 24 ILL L I p •� O n HOLE SPACING(INCHES) c = I I � I 'c: O� T} � I - I I w .- - I C I I i I 0 au� a LL I - t - I 1 4 I � rt i IN - I sc # I HEDULE B2 # o - SCHEDULE B2 - 1 "ALI1M LOY 'i� p id' 1/9c - - !N AL !6- fi 12 x. SS 515 - i -}- / .ALUM ALLOY 5(163 Tfi, x-/4 SS SMS � I 7 1 1 K i I 1 ii I rt 1 I I i I -- --+ - _--�--•_ -_ ' I � DRAWN: NSA (N)�N)� _ 17— 1- -- o c - DATE: O O Oa I - I : _ I 1 APPROVED: I _ 1 1 l -1-� DATE: DRAWINO NO: _ _ �� 1 3 Ol 1 SIZE: 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 20 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 1i '111 ILII II 1 1,1 ;1 1 I. =111'1 1,. !,.... :11 I,1 1„: ,1 111 rlllll 111 1 J 'll. .1 11:1 B I B 20 20 80 911 IOD 1100 120 130 140 150 160 170 180 80 90 IW 110 120 130 130 UU 160 170 180 I HOLE SPACING(INCHES) HOLE SPACING(INCHES) MULLION HEIGHT(INCHES) MULLION HEIGHT(INCHES) SCALE: 1 : 10 — 16 OF 26 STORM BAR NOTES: 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. Fa l_ITTEF'. c,;X 7T; 1 H 1I!TTER F,-,X T. _ STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE H - - w R o '_'ELP 4, EE (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING ID ARE SHOWN ON SHEET 17 18 F 2 . o & 190 6 = ui" l- 2. 1 2.SHUTTER(S)SHOULD NOT BE ROLLED DOWN DURING Z m� WIND EVENTS WITHOUT REMOVABLE STORM BARS LL� � w1.0w¢(5IN PLACE.ROLL-A-WAY ISNOT RESPONSIBLE FOR ¢N a SECTION 'D-D'(1) -- SECTION"E E"(1) SUBSEQUENT DAMAGE. i Y m w --- -_—-- -- -- `:, 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT o w a W WALL MOUNT WALL MOUNT ` 'r' r -- UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM g b 0 0 NO STORM BARS WITH STORM BARS \x — BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. o a • �uo > 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD w I J O I I. USE SOME FORM OF HOOD SUPPORT,HEADER TUBING OR EXTERNAL SUPPORT. � I ■ 111 I ` _ x 1` x x T 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR . o REINFORCEMENT BRACKET SHOWN ON SHEET 24 OF 26. INT Er N". L,I,.:I N.-EE v W OR ! X T F )F n ETT, _ 1 _ 6.ALLOWABLE HEADER SPANS FOR TWO SETS OF EVENLY THF.I! DEJ;F 'f 1E T_ uGLE I' I;° SPACED STORM BARS MAY BE FOUND BY USING A REDUCTION 1 OF THE PSF SHOWN BELOW.THIS REDUCTION IS OBTAINED BY x 1 ,'4� I �� - : , III I I 11 c =l x , T 1 � E�:L USE OFA 0.85 MULTIPLIER. T F-�N �T Nt�FETE �� 11 I j� l I�� I x _ f i!T T�� HR�C,E� III I : T _ - r' I�� I I S SEE SECTION"C-C" 6 11 11, W SHEET 17 OF 26 I II ! I U W II 'I II I II _ II � BLOCK D �i ORI E _ D OR Ems' l 5 7/8 &7 1/4 HEADER SPAN CHART �.,� - I III SECTION;,E E„(1) � 0 CONCRETE BLOCK.01/4"ELCO TAPCON,1 IW ENiBEDNIENT CON� 1 I I I I I1 I I I l II I U STORM BAR � h+H -{ U W LENGTH(IN) �1 I, 11 I i, [ ! IILET, � I Q } tx U - h SEE STORM BAR NOTES66 72' 1 1 i ^ , I. W I F /:. f, .N. >L is I 'I '1 : .I ;gq;� _ — I �— T I U _ . ,` ��1 I I II .1� - I I II I III :I; � '�l� r••r W � [ �I SHEET ? F� III III lI I III' rill J7 1107o yo o 130 Iso no A.. L .'t,E HEADER LENGTH(INCHES) Z II 11 I � I I I I1 o Ill fill l 'i II G III < CONCRETE < II 1 i .5 7/8"&7 1/4' HEADER SPAN CHART � SECTION"E E'(1) tN 1 1320 PSI CONCRETE.01H"ELCO TAPCO.,1 H"EMBEDNffh7 I 1 rE�1 I I 1 I -7 zl 1 �o a - �- STORM BAR LENGTH(IN) 4. J. Q -1_96 1 1 _dA \0 LL - i f: _ N LLT.SILL DETAIL 'ALT.SILL DETAIL L- i �..'1C!.IF[._> c I --- ❑ .�i F 1111 I' li EEF II rz '� o r� .:I II 11 � I 11 11 II E-T �. I F. ! r, J� ':H` o _ TH ,II1 � -' - _ .� � '; I III - � o 70 � � uo "Ipso Igo na >.. .� W � III HEADER LENGTH(INCHES) � Q a - �I , � I N, I 11 Si S H SET SEE STORM BAR NOTES III j' � 1 I I l I 11 I. WOOD I' 5 7/8"&7 1/4"HEADER SPAN CHART II Ii II SECTION"C-C" 5 TI N"E-E I I I SEE SEC O • � DRAWN: WOOD FRAMING.M)d 55 SMS.2"EMBEDMENT' SHEET 17 OF 26 _ AB OR (AD,;' — _ DATE: I `8 --- --1-�—t—�- ' 08_�O.O�i STORM BAR I LENGTH(IN) APPROVED: o _ - - e s I ' - DATE: - I 66 1 -- r-- I T ' I y $ 7- DRAWING NO: 1 781 I. i I l l .1 _ - 4 - - _ 3-01-031 I - !108 I �; _ II �_ - - SIZE �'REV: L , OR . M T - I I y ; I 1 I - - 1 I1.11j I I IN Er _h Ij; :i �T 1 j 70 90, 1 10.. 130 150 170 SCALE: — 1 r,I 'T 1 : 10 „ -N HEADER LENGTH(INCHES) SHEET: 1 G 20 OF 26 BUILDOUT MOUNT ' II i __--� *WOOD SCREWS SHALL BE CENTERED IN 2"FACE OF STUD. I REINFORCED HEADER twt o ET E US ui n o CONNECTION z Nt U O I I N ¢ a a (A I C7 I � o wS HCB SECTION < C E w a A r�.,. O H O O U O w u �d J I N I HC � � a ,I r > --- = �—s=-- ��■� ■ I G OR H� d T D OR ./E\)I e I U I F % '4 �. -- --- i 1� _ I I�f._ t,:I�ELh�trlT z G z � I ;, K ���fI .RE �� cE_ O a _ G�r -Lr,l � I--i h� I : ''E E"t fI _EC'I =T`f 1. I. t.I E" _ E U Z PLO �r W SPLIT BUILDOUT MOUNT ' S Q _ F"I 4; 14 x -_ REINFORCED HEADER J w , C� U �N� W , R X��' I O CONNECTION i �W�, R� X � O Hca I �lvl E,, Fox - - - w n - I (` z REINFORCED HEADER- SCHEDULE#4 3 5 7/8" & 7 1/4" HEADER < f: 1/8"ALUM ALLOY 6063-T6,#14 x /4"SS SMS c j e I'' l o I STORM I' BAR I 1 � LENGTH IN �—t Hcse a� 00 _ I D�'��OR r E;� �G�li OR H�,;1 OR I N o --tosi� ' I —I— I I r60 - -- ��=T� --- p •� � p I - b sg I o L --- I I O- I� I O uo � I a 1� I i � I r7 I t 1721: z O i I li 156 I <.. ' � ,4 ,LIQ [r'!II _ Ell-FL.l�'d Elll.I DRAW i F' I - C8 O r - r E - � 1 � _ APPROVED t144 � Hit] Da6t[,,f,itPi! DATE: I `z I Y 0 I 168 L- 0 � I - l � r , 'i 4 DRAWING NO: li; I II III IIi ' � � ' I PEF TP- 90 100 110 120 130 140 150 160 170 3-01-031 - W '.! OR X -- - N — _., SIZE: RBV. HEADER LENGTH INCHES - i I _ B H CSB 1 :4 T X W , OR X - SHEET. i 25 OF 26 I GENERAL NOTES: 1. TH:[S NOTICE F ACCEPTANCE DRAWING FOR END RETENTION ROLL SHUTTER TTER PRODUCTS IS DESIGNED INACCORDANCE WITH THE FLORIDA BUILDING CODE(FBC)2001 OUTSIDE HIGH y VELOCITY HURRICANE ZONE . WIND LOADING REQUIREMENTS SHALL BE DETERMINED USING ASCE 7-98,CHAPTER 6,WITH EXECPTIONS AS PER FBC 2001. PRODUCT TESTING RECORDS F AND REPORTS PER ATL 0126.01.00 HTL 0006-0106-03 AND HT - 224- L 0006 0 03. Z 2. ALL ALUMINUM EXTRUSIONS SHALL BE SPECIFIED HERE-IN. ANY SUBSTITUTIONS SHALL BE APPROVED BY A LICENSED PROFESSIONAL ENGINEER. • W LL �N UQ5 o 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH MINIMUM 50 KSI YIELD POINT AND MINIMUM 85 KSI TENSILE STRENGTH,ALUMINUM,OR COATED STEEL. N g0.jr (SS SMS = STAINLESS STEEL SHEET METAL SCREW) • oLD W 4. STORM BARS SHALL REMAIN IN PLACE DURING ALL WIND EVENTS. SHUTTERS SHALL BE ROLLED UP IF REMOVABLE STORM BARS ARE NOT REPLACED BEFORE WIN 00 D EVENTS. o 0 W uU � ma � o 5. ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED). ; A TO EXISTING 4000 PSI MIN. CONCRETE OR AS SPECIFIED HEREIN: ..01/4" TAPCON ANCHORS, .■'. • O SAS MANUFACTURED BY ELCO O INDUSTRIES •� ■ 414 CRETEFLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO INDUSTRIES 03/8" POWER BOLTS, AS MANUFACTURED BY POWERS FASTENING,INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX ANCHORS ANCHORS INTO CONCRETE SHALL BE 1 3/4". A.2) MINIMUM EMBEDMENT OF POWER BOLT ANCHORS SHALL BE 2". A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS ARE FOUND ON THE EXISTING WALL, ANCHORS W SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE PER THE LISTED MINIMUMS. . U W (B) TO EXISTING CONCRETE BLOCK WALL: Z 01/4" TAPCON ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES Q Z 414 CRETEFLEX SS4 ANCHORS AS MANUFACTURED BYELCO INDUSTRIESO NOTES. a B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". U Z B.2) MINIMUM EMBEDMENT OF CRETEFLEX ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". U B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,ARE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH Q TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4"MINIMUM. U C ANCHORS SHALL BE INSTAL O ( ) LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) ANCHORAGE TO WOOD FRAME BUILDINGS IS SPECIFIED IN THIS DRAWING. W Q Q (E)ANCHOR MINIMUM EMBEDMENT DOES NOT INCLUDE EXTERIO IN R FINISH. SH. U Z W 0 (F)ANCHORAGE SHALL BE INSTALLED INTO THE BUILDING'S MAIN WIND-FORCE RESISTANT STRUCTURAL COMPONENTS TO ENSURE A LOAD PATH INTO THE BUILDING'S FOUNDATION. � Z a 6. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATIONCONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE H SHUTTER IS TO BE STRUCTRUALLY ATTACHED TO ENSURE PROPER ANCHORAGE. 3 7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY SHUTTER ROLL-UP MECHANISMS,ANY ELECTRICAL INSTALLATIONS, . o OR:MODIFICATIONS NECESSARY TO FACILITATE THEM. 8. TRACK MOUNTING CONDITIONS ARE DEPICTED ON SHEET 11,12, & 13, SECTION "A-A"(WALL MOUNT,JAMB MOUNT,BUILDOUT MOUNT AND '— MULLION MOUNT). SHARED MIDDLE - MULLION TRACK MOUNTING CONDITIONS ARE FOUND ON SHEET 14, 15,& 16 PER SECTION "B B". ANY OTHER TRACK MOUNTINCASE - . G CONDITIONS SHALL BE ENGINEERED ON A BY BASIS. END CONDITIONS MAY BE a� 9. LINEAR INTERPOLATION IS ALLOWED FOR ALL GRAPHS,CHARTS AND SCHEDULES. o R an z. 10. ALTERATIONS OR ADDITIONS TO THE DOCUMENT ARE NOT PERMITTED.DOCUMENT SHALL BEAR THE ORIGINAL SEAL,SIGNATURE,AND DATE OF THE PROFESSIONAL ENGINEER LISTED. on w S c . a~ 11. THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY AS SPECIFICALLY STATED ON THE COMBINED PAGES OF -°-' .2 �n 3 3 ..a �r THE ENTIRE DOCUMENT. ANY DEVIATIONS SHALL BE REVIEWED AND APPROVED SEPARATELY. CA o �. .a s 0 12 SLAT TYPES PSSER AND PSSER 2ND SHALL NOT BE USED IN � � o WIND BORNE DEBRIS REGIONS w o � o 0 LAIPROTECTION _ w tGE MISSLE IMPACT >~ ( ZONES). SLATS MAY BE USED FOR SMALL MISSLE IMPACT PROTECTION OF Qwwa � OPENINGS 30 FEET ABOVE GRADE IN THE WIND BORNE DEBRIS AREAS. DRAWN: DLF DATE: 4-05-09 APPROVED: --_ S i't-Q y DATE: DETAIL LETTER -- ' A SECTION LETTER - A DRAWING NO: - 3-01-031 TAI SHEET T SHEET - DE L S EE 3 SECTION3 SI'LE: i REV: B - SCALE: 3/8"=1'-0" • SHEET: 2 OF 26 _ � ,� • r _ — _ � — -- ­ , I � � I 1 `�7��_ls'lll , 11 "I . < _. i.' 11 "I I ss N w ,. ill, I " t -t. ,` Ip _. -.... ,.-.,_ ..,,. -v �.. F W n t..« " ;. N M 11 F ,_ .. ` j. ;i.r, `moi` J Z <,�^' 1 v S r :: _ .: Y „, : �. J N I r.$ O , ll, -111 ....! fI 1,. % l ' '-, T • ] Ill N <v;, v - .,,,a::.. , ,. y _ . III .-. ,. _ -, ,, x. ,_, -< �,. ,. Ym O ..::, v ...c., _ ,<.,,. „a' ^R ,.;. a•� I 2 - G. .,.n? .. 7. ..;: :..�.� 9' ,.a .. QUI ¢ f w aw _ cea (, < -_ I: _, so a ', w o U k,« a J _ x y€, W�:'_,,,,'i,�"",8, y 0 ,a"F, ter» - v. x,., ¢ .. . , 11_11S �9:.. ._ �, .., __ , , ,,,.... ,.... - 11 -, x,, ,,, M I ,, . . �■� • „_ ,. r ■ MEMOs „ 2 ,. \,, ». s -y», s Wit... ._ b I 11 .. ! <<, s r^;1_1 .., e.:=ra. i , , ,�� , I I I I I I"I I k rs;, . „ :, ,rr„ ' ”" . �l\ `. r 1 - 7 1 a ;, . . 11 ,..c.... ,w. .: ,.,,.. ..,. _ ,., a :.n .., '.., :, x', �". a ,. a. ' F i. ,,,.-.. a I €_ 8© , Win,.. ,_ ._,; .,. ,>,' a I 11 ,,' _ >, - '`.t :::.:, atm z ,�_ -_ I 1, 11 I -1 a. W 1 a€ �., , a -„ s -11 s', „ m az 3 ",. 7 1�-/ , I a- .--, �I.. ..:.,. - ,.. �. a .<«,; " f, x „., ._,.,.. ., ,a .. , „ �„ i J, „ .n x. ,:, ,_ 1 „, _ K ,. :, .„ t „ „ ,,� „ ;. 3,, : ,1, a O '. ., r. „ �' O ,, s ,a .n ter. ;, „ ., z 1 , ,:,,,, > _ ,. \ , ,a „ , 11, w a , 04 > -�� z U .- »Y ..^ry � - TtR k 1-1 vin -v"�,> :., - - :.. r .,- $,'V M,I Yz-, >s- ,.r ..r ., , R .,s.,.. >.a _. , , 11 ., A Rhe., > ;'- «c..,. , ,.. ., \...n..., '. ,,, fi..,,. - a - , .,. 72 8411 ta, 8 7`211 „ 96 1E3f3 ,, «9fa 9118 ' -; n1. ..r X20 132 n . 2fi) 445 w , : „., u A r, 'A,. U :3. w . r , . y O 2: N�anxmAl Na ke4 +aule I'll, _, ., I'll Q w -,« \ , �, ,,„ W ce U Z Q k 3 W i =l E NE-0 C4 D `'� 2 & 1'13�XER G Cleawne o a i 11 ,k % �11 , '11 Z a JF. r�r -s` 11 I 0 y '� - A ,` n It I �-�s t' t” I a ra _ 5' T* ' _ I g, r � r, i. 3 I'llat N - b M it lz �" - `.�, C Z _ e s W + P, 'rr 3 c :a `� w -11 Li. n In NOTES: - b O >� c O �" p 11 I O 1.THESE P .. ` ERF W PERFORMANCE SP N -,'���­,&J— �; A CHARTS Q 0. LL 0. DO NOT GUARANTEE USAGE.TRACK C ATT ACH MEN TS BUILD O UT AND M ULLI N I MULLIONS "� 11 MUST BE VERIFIED PER INDIVIDUAL CHARTS. 'IX 62.PSSER-REBAR EVERY 2ND SLATS ,, � ARE SMALL MISSLE IMPACT DRAWN: OLF C -- OMPLI COMPLIANT. 3.PSSER-REBAR EVERY 2ND SLATS DATE. 4-05 04 ARE NOT TO BE USED FOR LARGE ArPRovED: — 2C1 !� MISSILE IMPACT HURRICANE DATE- -- - �. _ t �^ - SH 4 UTTERS T IN WIND BORNE DEBRIS ,: REGIONS. : DRAWING NO: a 3-01-031 -- I , _ " I3 �4 o 4.8 5 0 5:3 5.5 5.7 6' 6.2, 6.3 .6.4 6.5 -s- REQ B i - `Inches of Clear - 1 -- ance SCALE: 12"- �4' " - ;� .. ....- ,, , , 'R - SHEEL OF I - I IIII _ I . I -- -- SECTION SECTION'-`A-A" Lq N Zc) vow T i — R w N w EI.1L E[I Ir 1T L El L�f l'r_ 7 Q o N U 7 _ I nn w F :/.N _¢ o Y m O w I Z .. • ¢ 0 Q W 'III u � i II v• L _ w o0 F'`'E' (-)F - _ Pt=)F FI;'ET - p - F'i El - - O o �(L 00 1 to i o L_ - Av EP L- Not I ', 1 ,, I 1 1 _ -• ��rLP� F_._ _tiwa'crc�oo_O_N � . � J� I' I:N EIA rT F -I — E "IULLI-DN� --�p,- T--L;,-I '-�;LkFH�I,i—,-- --- -rI!II teiI'TI rIIIf l- �-,_-��_T 1,ET i --H---mo+_E . -S AE u --.-- �� - I -`-�-_— _-� -�I D A—, N+r�1III II -O-( R - E � D i ORE E OR ELE SCHEDULE#A SCHEDULE#A 1MALUM—AL—L0—Y--(T)-63T6—,#12.3/4 SSSMS 1/NALUM ALLOY 6067T6X14,1/4"SSSMS i72I 1 _ 1 -_ MAXIMUM GAP BETWEEN CUT END SLAT SPAN SLAT (N ! 1° ,r LOF POST AND POST BASE IS 1 /4" 0-4 , z r 1 36. 1 w 7-1 iIIIi— %-- — ' — _ - H1=U-L3xaDllD RA■ATEW G UEUUO 56 1447156 SCHEDULE#5-MULLION HEIGHT CHART 6" VEND MULLION,SECTION'A-A'(9) 2 3 4 5 6 7 8 9 10 11 12 13 14 23 4 5 6 7 8 9 10 11 12 13 14 481 HOLE SPACING(INCHES) HOLE SPACING(INCHES) LAT FREE SCHEDULE#3-MULLION EIGHT CHART SCHEDULE#4-MULLION HEIGHT CHART _ x a END MULLION,SECTON A A (7) a z. ENDMULLU .SECTI Ba' 60it SLAT FREE SLAT SPASPAN(IN) it -4- 84' � 84i96 APPROVED: 132 I 168 - ATE: 14 3211 DRAWIN 44, �CC�o"Oa.10 : Z•r.-GL';rCy•V�-.n l O FW�RQ .W 0 � ,V�OoWoC' 8�?+0'.1 )�• 3. 13 n I E14— SIZE: I 7 8 1 �- r �. .4l - I ) III 1111 INwlliilkIIII li li' —�. IIIIII !: I.i;LI:II scALE: ' 1 40 'I!�50 60� 70 80 90' 100 � IIO 120 130 140 40 50� 60 70 80 90 100 110 120 130 140 150 160 40 50 60 70 80 190 100 110 120 130 140 150 160 170 1 : 1O 1 MULLION HEIGHT(INCHES) MULLION HEIGHT(INCHES) MULLION HEIGHT(INCHES) SHEET: 13 OF 26 �60�] E�� R --- -�E�MB � 4"SPRINGM BAR A 2_ - -iD� I �ET -__ O--_— y • _ --- — u I D C7 rt I F r14 x i - -� S _ — -- - z Cra YM v �i a z z ¢M I ¢ j ¢ O F- OO o w vv O L r D a J N Q i / � I i i I I in jr I 1� I � \\ 'top I I � T � � ■ i r—fi--- � II �J j � I i — I li _ it i � -- 1■■�■■ r— j s I i - ---- -� �,2 1 �� j�( T`! PE ; ,E FEQI D IF'E Ea � Z IIN _— O j <7 U Z U W I I d d h i �_ W � ;a � _ Ili x , F - w i O Q I T T i S W -- _ :I � Ili - ,� I :\ � U E H a i O J F 7 J z —- -- T _ < 3"SPRING-LOADED STORM BAR ASSEMBLY - r: o SCALE:12 - x r -- _ _ .-. = r I � i �Oi a Ir r I it 1,4 x I _ 1, I cd ASO I I I I V� i i ' O I I 3 i o i I I 1 I I I - r y� •F. O I I I -- J - _ i I _ - II --- - I -E F T N - ---- - - I� —� T 6 r F t I_l I-E L O ----- - 0 L - O —- — --- --- F -- - --- -- -- _ Y C -- -- -- O --.JI W DRAWN: — . DATE: I I II — --.--—.— - APPROVED: { I _ --- —__— DATE: • DRAWING NO: - - 3-01-031 Y OR 'AA OR - -- <_ - REV: -.. .. .. SIZE: i � P B - - SCALE: i !I F F 7-F _ TT- SHEET.-- ------ ----- SHEET: 19 OF 26 I O ------------- Q E F,' b y w 71 H'-ITTE. E X .-. ) Z o f R w _ N O- n c ¢ r. _ Q r - N Q c Z �+ TE - RNA > c 1 TE AL � ¢ O w G' - -�� CLa - - --- ` _-- 5 7B"&7 1/4"HEADER SPAN CHART LU CI O D c Oil SECTIONE-EI4�IMULLION MOUNT II N SECTION"E-E"(4) I 1 Au ov 6005-T5, la u< SECTION 'D D" 4 o= "� - - - _ � I Ire ,�Lu �r • �_ cl, lII� tl I' I - TORM BAR MULLION MOUNT WITH STORM BARS I 11 — i� Ii �I LENGTH(IN) NO STORM BARS I —^ I - t— � I I jl 'Ij I a II I II —- — ! — I - % 'L_ -,' II 'I, I'i - 'I I I E I u i - _ I _. I I I 1 1, _ x i I Ili I'I I I'I W � OR X �� 'I I I a - II I I I NTI FV`, _,LI'IJ i N_-LE I� �I -� 111 �I I( I _F F1\ETA - III I� it _ - I _ - I I ' I I T �;I �ICE�F P,IE�T �Lt_ ,- I i' �I �, I ! J` OR K H �T I I r, I I I J � I ,. — U I� .x _ 4 Ti", _ I y I 7 I�� LE., I I - - NOTE 6 tI = - I, II I — -- z I _ 6a [� o / 1Yr - ��t R E O I II I I( OR � I �i I I � OR E .OR ,I A-, ��% A\��r II• I I I I S II = - aa., 'IiII U I! I _ I i I i II — � 96 E--( / I — J u OR K li II - _ las:P Q ZDV- www o IITo x^^ U I 112, I li ', 10 130 150 170' 70 90 1 '7 E H �� !I� I� I I SEE STORM BAR NOTES V II HEADER LENGTH(INCHES) U F-+ O ^I C_,P N �^:_ �j I I'I 'il I � ;;P r ( �: II, II �I ��,I� _ i 5 7B"&7 U4 HEADER SPAN CHART o I _ 4 I' I. L' I "E 'I F-., I ECTION � S - _ ''� � - ♦T A BOLT 7 1 I a r L I II III II E'.' N. it I .I II I IM.'AI.L'bi ALLbW5-T5.©1/4 2054.1E F f�1 n' c .�E- s ly. I I �I —�� . '� 3 STORM BAR; a j _ r (W) o i SII II � �i I I I I O I I I I 'I I III I 'i( - -- 1 --- I 1 I a r - I -II I I a o' N - I I C � it Z 00 a C• Q1 U 71 L .a 4 i I F;EI =+B T`=' ISP _>_ 6!ii _ � I I � u" inp r' T .F G-IT�'I-1 p - O O I I- -- � W I� I NOTES: - STORM BAR BARS. MI TORI I FIXED S 'I NS ARE SHOWN WITHj I _ IO SHUTTER SECT 1.S o • VABLE -+- r sa rt ABLE REMOVABLE - FIXED OR REMOV � L�, SCAN BE - _L_ STORM BAR _ I 1- _ I—T- - S PRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING = ( 19 OF 26. g = 9J. 18 & I O N SHEET 17, - ''� ARE SHOWN N - 2.SHUTTER(S)SHOULD NOT BE ROLLED DOWN DURING + - - los, OF i , DRAWN. WIND EVENTS WITHOUT REMOVABLE STORM BARS -4-- _120 SIBLE FOR = - DATE: - -WAY IS NOT RES = - 132, 08-IO 04 _ LA E.ROL _ �i _ IN PLACE. � -_ I -- c = - laat� SUBSEQUENT DAMAGE. LIFT' - APPROVED: - RM BARS:REMOVE PIN, - I � �T�L- 3.REMOVING SPRING LOADED STORM ET CLEAR THE STORM BAR WHEN BOTTOM FE o DATE: UP ON STORM _ BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. _L�— -2S�— TTERS WITH NO STORM BARS OVER 72"WIDE SHOULD o t-I J -It DRAWING NO: 4.SH U R 1 T _ T, ING O TUB i�l,. ill I. L.,I Iln�" HEADER, ^' I �t.,,,. USE SOME FORM OF HOOD SUPPORT, 3-01-031 EXTERNAL SUPPORT. 70 y(1 ,13o Iso no 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR RZE: REw HEADER LENGTH(INCH ) ESB REINFORCEMENT BRACKET SHOWN ON SHEET 26 OF 26. 4X3/4"SSS MS ARE — TE SPAN CHART IF#1 SCALE: 1 : 10 6.SEE ALTE 1 USED TO MAKE SID EFRAM E TO POST CONNECTION. SHEET. 23 DE 26 w TYPICAL MULTIPLE UNIT TYPICAL SINGLE UNIT ELEVATION ELEVATION (NO STORM BARS REQUIRED) " (NO STORM BARS REQUIRED) (UNITS SHARE CENTER POST) w ttS o r D w r- D 2 " Z ou D 0 J � o w LL N 0 w O i X W v Ir(5 a r ON w Y �¢ W w X - _ ON O (D l7■ a ow g CD O w s w ¢ $o D o� 00 f J a Q �F > rn ■ S S W W _ -- Y y _.. Q Q lil A A > A A _ _ E-+ O - - O U Z APPROVED U W CITY Of ATL IYT1C BEACH W H BUILD MAX. SLAT SPAN N L>~ OFFICE MAX. SLAT SPAN CE Ix U OR AN T PAN 3" PERFORMANCE D 3" OR MAX. SLA S O SEE SLAT PERFORMANCE AND 2 1/2.. SEE SLAT PERFORMANCE AND SEE SLAT PE 0 ATTACHMENT SCHEDULES ATTACHMENT SCHEDULESJU 2 1/2' N 21 100 W / ATTACHMENT SCHEDULES 5 Z Q U O t--r W E GENERAL TYPICAL MULTIPLE UNIT SE � ENATION B . 04 EL y � a TYPICAL SINGLE UNIT D O ELEVATION NOTES AGE (STORM BARS REQUIRE ) (STORM BARS REQUIRED) (UNIT'S SHARE CENTER POST) 1 Z E E < E 20 20 18 20 N X w O_ CD In _ - . yam `l bA Z' vp w U 0 o 0 w w' = ra O W Q Q F- cy- URAWN; A . DLF A ATE: D A A 4-01-0.4 APPROVED: DATE: 8-/x-04 DRAWING NO: 3-01-031 -0R SLAT SPAN SIZE: REV: 3 PAN SLATS _ 3" OR B SLAT SPAN 2 112" 2 1/2" / MAX. SLAT SPAN SC^I E: 3/8.,_1._0" T TRACK TRACK 0 AND TRACK C S AT PERFORMANCETRACK TO EE SLSHEET. TRACK TO TRACK ATTACHMENT SCHEDULES 1 DE 26 A2. 3 O W .39 w� o �I / Ili N A4 5 ; j1 39. -- • LL N W ! y N2 f-d v ¢(7 �¢ 5 _Er O Y C7 W m i Z - Ih , AE � • z - ; o¢ >W _4_,, 0 b 0 0 - m (a00 Y O li i - - - - - - - 'AE'` — — — — _-- -- ----- —P-1 I i rr --�-� II ._ I - I I I � I I END LOCK - E I - - - NYLON - \ U (2) #4A x 34" I--� , OVAL CSK SS SMS 2 4A x 3/4" z OVAL CSK SS SMS E"I O a O END LOCK - NYLON w H x U z a US60 END RETENTION DETAIL 1138 END RETENTION a DETAIL U W EV ERY SLAT EVERY OTHER SLAT w W (-+ O x U W Q � U Z Q AS\ "Bl", -. , 4 -_� .39 - Al 'B1 B2`. 3 39 �- �� I F I I i I I I I I I � � -- -- I — — — — — — V I ' I ii bq i 'AE AE' ro �. � 4 J - - - L 4 In TO _1 � - - - - - - ' I 'rn O I _ III O Q � - - - -_- u J� DRAWN. DATE: -- - a-O�-Oa END LOCK - NYLON END LOCK NYLON n - APPROVEa NY Ij P55&P55 2ND DATE: END RETENTION DETAIL _ :(PSSER EVERY SLAT) P55 DOUBLE END RETENTION DETAIL DRAWING NO (P55ER 2ND EVERY OTHER SLAT) (EVERY SLAT) 3-01-031 S[ZE: —T-- B - SCALE: FULL — SHEET: - _--_ 6 OF '., - 26 III SECTION"A-A"(4) SECTION"A_A (5) SECTION"A-A"(6) y w tt � >_ w n ~ J O N N Z M N J w LL N N U N N D Z Q F ETE A i[vICR['.. t''',_„ O¢ >w f a r �' w E C c R r.. N'., L00 T. r 11 I F;ET i" o a hJ r > � 1 � N - O w , I- - - 1 fl i <7Wn I� 77 - I r L _T r I I _. i u EP aN_r- _ � T - - _ TI �' O O o D`1; OR I��E ST I - 'D' OR 'E a — ;F EF - UI_iLE — / __E _L U z E E - — ;I Q, A U W _ E-1 OR E *WOOD SCREWS SHALL BE CENTERED IN 2"FACE OF STUD. Q W Q U z ►-1 W O ' h � O ED LE#A5 SCHEDULE#A5 z # #A SCHEDULE#A5 SCH U SCHEDULE#A SCHEDULE I - 118'ALUM ALLOY 6067-E,�12 z.i/4-55 SMS1/P"ALUM A O 6063-T6.Ml4 a Jp"SS SMS CONCRETE BLOCK.01/a"ELCO TAPCON,1 1/+"EMBEDMENT 3320 PSI CONCRETE,01(4"ELCO TAPCON,1 3N"ES03EDMENT MOOD FltAMLNG.0-14 SS S,MS.1 12 EMBEDMENT N • o -i_I - T-�-,- __ __ 84 U 72 1 : _ II'172 ; i- �I 1.. j _ - _96 7IiI- i_ l - i_ -! Sa __ -31 48 SLAT SPAN(IN 1 SLAT SPAN(IN)1 SLAT SPAN(IN)iI T SLAT SPAN(IN) - SLAT SPAN(IN)] ) �- 8 a - _ - 1I izl i�-T i a 120,` i ( I i I� cc i 4J o - ! tfiR'. 1 I. 1! ilI hill ' !111 I 11' '� 1� 1 2 3 4 5 1 6 7 8 9 1 10 11 12 l3 O 2�134 91 6...7. 8 9 10 11 12 13 14 2113 4 5 617 8 9 10 II 12 13 114 _ 3 4 5 6� 7 8�9 10 Il 721 14 2 3 4 5 6 7 A 9 10 II 12 13 4 13 � HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACLNG(INCHES) HOLE SPACING(INCHES) , .. 00 O O s. ... W G� awa 111 SCHEDULE#A4 SCHEDULE#A4 SCHEDULE#A4 SCHEDULE#A6 SCHEDULE#A6 SCHEDULE#A6 K. CONCRETE BL0001/4"ELCO TAPCON,1 1/4"EMBEDMENT 3320 PSI CONCRETE,01/4-ELCO TAPCON.13/4 EMBEDMENT WOOD FRAMING,0-14715 MS,2" MBEDMENT CONCRETE BLOCK,01/4' 1/4 ELCO TAPCON.1 1/4"EMBEDMENT 3320 PSI CONCRETE,0 "ELCO TAPCON,13/4 EMBEDMENT WOOD FRAMING,#14 SS SMS,1 1/2 EMBEDMENT DRAWN: .---}-- --I-h I� 1 �4Rj --�-i ( )i �-T-f-SLAT SPAN 1 _ ) o _ l ----- r�L�--- j 1 SLA SPAN(IN) IILSLAT SPAN IN _ 1 ';SLAT SPAN(IN) c -4A _ IL _ (IN) r -- _ SLAT SPAN([N I_ -'-!-� SLAT SPA N �� a - -- g = ��_' � 66 1 f ( � � - � DATE: 1- �I _I66 i I APPROVED. 54 _ o 72 _1 0 -( -- -'1 72 r IL tL : 4L �1 W - : - - -� -- DATE 7:1 W:ING NO. G- U 1 1 1 or X_±=678462+--_:I IIS 1:-.1'.,.I 1 li �„--l`tI-�1- 1�-r- 1 I O.R-• - ----*--- . o R4- 6 l' , , , -_O0�-rI 108 --r- -- _ 1 - I-t 3--—01-03 —1 SIZE: TRE_ ' ^ i1 I i 1. I D 2 3 4 9 10 11 1 13 14 2 3 4 12 13 14 1 - 3 ( 9 10 11 12 13 ' 3 4 9 10 11 l. 13 14 2 3 4 5 6 78 9 10 ll 1213 14 1 2 3 4 56 7 8 9 10 11 12 13 SCALE: HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING (INCHES) HOLE SPACING(INCHES) -__I '4 SHEET: 12 OF 26 III O N W ID ---— �' wn n c] N J tt t Z N N "CC 4 SECTI O O o F — _ - SECTION C O -- ----- -------- J o FIXED STORM BAR REMOVABLE STORM BAR w N A I R Ym (7w • OW 4�4W O Q off OO O W UU N O > .. F H T S - 4 FIA BP^ ��-�f•I H ,NT S JNI " .R _,r 0 �'I■p ♦♦ Z -- _ - Uji EF I��!�; t 2 EES"?vv N - =(� HFE! �� - FC JR ;FK I N 1 - 1 I -f--- T FEO!;IRED �l - � TEC' W O ' �- - - U i li -- - F�.�EF�.�� � ; o _ j II L . IPV L��E�-r� W W 4 1 Z_ MIN F E _ I _NCEj r I �E�� U W TSF J[�1 R'E14 - ( Q ci- ry4 -1SII e or: j ° � 1 J 4 . E- -- � V I TY P W T I . _ UO W H a O SCHEDULE#10-STORM BAR PERFORMANCE CHART SCHEDULE#11 -STORM BAR PERFORMANCE CHART F Z 4"STORM A ( ) ( ( ) 4"STORM BAR WITH INSERT(FIXED OR REMOVABLE),SECTION"C-C"(3)&(4) i j ^ � �I L ��'+ 0 � 11 _ -- LJ UNIT ID W TH IN - I ! - I r- UNIT WIDTH IN , i -168 1 i =L -11251r--�- A - 0 -_ -I— I I a� - I - I ! - I � r J it 1132 : -�-_-- - --t- I I � Z, _L441 t. y ics U o0 I I _ 3 v o -156 - I I u7 7 rn I I I O w w 0 - I - ! o G1, tL LL r Q o o I � I I I I - j 1 DRAWN: D� DATE--- O — -- -. — APPROVED: T— � DATE: NOTES; — — � I I II ; 1 _ 1.ALL PERFORMANCE CHARTS ARE DRAWING SECTION ^ -1 -� ' DRAWING NO: SPECIFIC AND ARE BASED ON ANCHORAGE,BENDING +- STRESS,AND DEFLECTION LIMITS. = j j } o - _ — — '- 3-01-031 # 4"SS SMS o - 1 - } — -- -- 2.OPTIONAL(2)#56 SS POP RIVET OR(2) 12 x 3/ cv - —� . 1 n - v. ''!L, I.I.. SIZE: RE 1111 THRU PURLIN INTO POST.KEEPS ALUMINUM FROM !Illi 111 l 1 ! ! 1!1111!!1 I ,! l L - 80 90 100 110 120 130 140 150 160 170 B VIBRATING AGAINST EACH OTHER. 80 90 100 110 120 130 140 150 160 170 i 3.AT THE SAME UNIT WIDTH AND STORM BAR HEIGHT STORM BAR HEIGHT(INCHES) THE USE OF TWO SETS OF STORM BARS INCREASES THE STORM BAR HEIGHT(INCHES) scntE. _I_IO — PSF RESISTANCE BY 1.75. SHEET: 18 Dr- 26 I E ., IL; STORM BAR NOTES: H`\ OR M BARS. 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STOR 4" T F T;7,N STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE N _ R ASSEMBLIES &MOUNTING a STORM BA ILII �.HF'�! r E X T i_ r- I + I'I^ cl E��h'IEN'� (SPRING-LOADED) w ` 4, c' t i' ARE SHOWN ON SHEET 17,18,&19 OF 26. 0 o I H_' TEF E 'X ^' T'-' IN \ HET 2.SHUTTERS)SHOULD NOT BE ROLLED DOWN DURING z N J 4, _ II-E[' - WIND EVENTS WITHOUT REMOVABLE STORM BARS ■ ¢ W u_ N N - LE FOR _ SIB NOT RESPONSIBLE ¢ � I - W YISN c� IN PLACE.ROLL A A - SUBSEQUENT DAMAGE. N N¢ _cr Q w Yin � 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT z a N g t� --- - - UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM 0 c aw SECTION"E-E" 3 O d - { SECTION"D-D"(3) O _ — BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. g b w o00 0 JAMB MOUNT I O + 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD O o N > JAMB MOUNT WITH STORM BARS x - USE SOME FORM OF HOOD SUPPORT,HEADER,TUBING OR . NO STORM BARS d r EXTERNAL SUPPORT- ■� �� S USE EXTERIOR � •� - ALLOWABLE HEADER SPAN � 5.FOR LARGER A ■ - — L REINFORCEMENT BRACKET SHOWN ON SHEET 24 OF 26. _ ■�■■ f �� _ ATE SPANS USING 011/4 20 BOLT& NUT PER �■ O 6.S EE ALTERNATE I i I ! ' I ;I _ � I f� D E TA IL E -E"(4) S HEET 23 0 F 26. x x L 7.ALLOWABLE HEADER SPANSNS FOR R TWO SET S OF E VE NL Y iW OR XD BY USING REDUCTION -LE-L! I.1 nSPACED STORM BARS MAY BE FOUN F � OF THE PSF SHOWN BELOW.THIS REDUCTION IS OBTAINED BY 1- I - - i lO I , - �_ -Ta t =N �c � ! I '� E- USE OFA 0.85 MULTIPLIER. x i4 I.IT� HEyFEr x 11N WU ,..a I F,QST NOTE 6 ;� it i "i, I ' r -\ RE-T, 1�, ., _ III I I z I I ! a _ 1 � _ I i H - I r O I �il OR E -' II Il I-r D .� I ' G ORH � 5 7/8 &7 I/4"HEADER SPAN CHART RT I I SECTION-TE__E 2) I/S ALUM ALLOY 6()5 14 /4"SS SA1S UW ZW aa Uit ,i II c Ito I 1 10 d l I E-� - d i ! I I I T L ill li I � _ Ell - -- - - II I' 7-- SEE HEII_ - _ T- ART L ;I i I _ l I�- -�STORM B � �tE ,nE�l;i I I ' - III F r L11�1 L LENGTH(IN) -_ I N. _ — , O III SEE STORM BAR NOTES — �I - -- , I ;�c;-F I E � �E �N�E it III I III THE_ET - ;F <<: - �I z << � W I !� II i I I x — �I ! I �E� i2o�I i II i - - _1 I O i II I I �- �--�—'--—' F 7 - - - r - I }{ III I I'll � i I 1r , — z 144 �i �I _ 3 SII I - i OR �I� i H _II --�-�172 I I cn �II O I - X84!. _ I - —� = I I r a — I _ I 96 —1 10.8 170 90 1110 130 150 170 NC HEADERLENGTH(INCHES) 3 � ►a �' — !'L � O ------_1 �ALT.SILL DETAIL I ! L I �-E� '-'- 'c=�' �ALT.SILL DETAIL II — �I �l III{ II w o - ...._.---— i.11 i I i �E .P�:E �.. W III HE'ET F o j l F,_ !I III'll E F.-;! _ I= III I� I ! IN. -» I I SEE STORM BAR NOTES — j � � ;LEak-1,l�t ! DRAWN. I ION"C-C" 5 DP EE SECT ( ) I I S _— i I - - I; I I I — I li ! , O I I - IMITATIONS � I FOR L EMT I SHEET 17 OF 26 ---- ! I APPROVED: ,j OR _ — DATE. „H OR I "2`( `�4 -!; — I /a DRAWING NO: _ I —L _ I —� -031 l� I` 3-01 _ . I-� , TRE — SIZE.: I i N J / SCALE: — — 1 : 10 I I I .+ i„II v Vii_ T ENT' - -SHEET* _ f x � T ., , I � _ �T .�I,I ��: � � � � S 22 G 26 L -- - — -I SPLIT MULLION MOUNT MULLION MOUNT REINFORCED HEADER J OR K\ - REINFORCED HEADER N CONNECTION CONNECTION W m � o HCM z ui F H M z J CS > F J O N --. -- HCSM SECTIOHCM SECTION J OR K\ - r — — -- -- Q� o¢ -— -- --L— �, ¢ x¢ 7W m < ¢ >L w a vOOa v 0 a III ',i H > n II i rn r.. D OR E r I j < \ I I y --- -- �" - 'Zi ^1 x L wY`_ 4 x 1 -- --- -- --- F - _ I - .i w r _ I U 14 x y i I 0 0 0 o a N x I w a t U Z N j� W OR i X w _i N\ - W OR X W OR X I! V F"I HCMw E i - HM - 44 �i HCSM ,, . U - t I - O r--� w x _ Q - Q U w p r--1 p a � 7 z SCHEDULE#4 REINFORCED HEADER- 3 SC a 8" &7 1 A 5 7/ 4" HEADER / 1/8"ALUM ALLOY 6063-T6,#14 x 3/4"SS SMS ' I I I i -- rn I I STORM BAR y o ! LENGTH(IN) z a i �I i I � I I N I I � c 'n o I 3 � � I I I I I I I � l o • o w . �I 108, 60'! - - o t- o G:I� �T. 0. I °" c - 32,1 72 'I --.156 — 11 P � I i I I _I I I '_84 L96 DRAWN: D� j 1 i 11201 DATE: O _ --� - _— _ APPROVED: I I I I -- -- _ 44 - 1 DATE: �s • S Z ' 1 -- O — DRAWING NO: N ' �i III_ i�l I ',j I, I ill:l.III II I VIII I I� Dill I�, III ',il 90 100 110 120 130 140 150 160 170 3-01-031 slzEREV HEADER LENGTH(INCHES) : B REQ - I SCALE:--�— -- 1 :4 -----_--- I SFYEET: 26 OF 26 I I I i I