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Plans 1653 Park Terr W ((vault)
GENERAL.NOTES: c N \ . •DRAWING YOR ENL)RE FE.N"1'ON ROLL Si lt"ITER PRO1)t'(:'I'S 1s DES1GNFI, Ifi1 ACCi.)R1):1NC'E W'TF11 TIIL FLORIDA ORIDA B[JIL!?1 VG i'Oi)1 !i tiC j_inu.OUTSIDE H1 7 i. THIS NOI'IC C(JV ACCT F,1. CL ,' )FI'ERMINED t fSINc i ASCI;;•9k.C:IIAI'IER 6.Wil H FAE.C'P'TIONS AS PIR FlW=D(14. PRODLC7 TI:S('I\t.F.EC()ItI)S r VF:LC)CTl'Y HURRICANE'r'.OT:I:.\VINJ)LOADING RE(1L'IRE191 ti LS 531.\1.L,al.L ; N I:['O 75 PER ATI-0126.01.00.ti"1 L(Kx)C;-att�ti-C+3.ATI-0316.01-05 AND HTL ii)iG-t)"__. C?.;. 1'i:c)Dl ("I'DI;Sl(`'N AND I L,SII`G ALSO COI.fI'LII'.S WIT1111113 I�'I i:KI:A'LIC)'�«L I;['ILD[tiCl i'UDL+II3C'i=(�3. ` AND R R13Y A LICENSED NSED PROF SSIONAL E-NGINTI-1). 2. ALL.ALIJM IN-Uhl EX`tRI'SIONS S11ALI.BE SPFCIFIFD III R1:IN.ANY St+13STITUIIONS SIiALL BEA? ROVED I al \I fi5 kSI'1 t�NSil_£STRI NGII1..ALt'SIINUM.OR COATED STFFL. .i. ALL SCREWS,ro BE STAI\1_FSS S i EI:L 304 OI( 31 G SET',ES WI. II ti1INIMI�M 50 k S I Yti•LD i OI`�T AND,51LN1?�;. ` - (SS SMS=STAINL1 SSS'11-.'FL SHF.IJ 101-T.AL SCREW) 4. STORM BARS SHALL REMAIN IN PLACE DtiRING ALL WIND EVENTS.S111971716 SHALL BE ROLL.I.1)t i'li'I�EA10V:;BL1;S7'()R�i BARS ARE NOT REPLACED BEFOREWIND r.\'I I:S. *"V �`: 5. ANCHORS TO WALL SHALL BE AS FOLLO'N'S(UNLESS(YIIIERNNISE NOTED): (A) TO EXIS'FLNG 4000 PSI ML's.CONCRETE.OR AS SPECIM D HEREIN: � f� -01/4"TAPCON ANCHORS.AS MANUFACTtiRED BY ELCO LNDUSTRILS + -414 CRITEFLL:X SS4 ANC'IIORS,AS NIANUFACI'URED BY ELCO INDUSTRIES -03/6"POWER BOLTS,AS MANL'FM—l'1'RI D BY POWERS FAST}KING,INC. NOTES: AA) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND C'RETI:FLEX ANCHORS ANCHORS INTO CONN CREF1:SHALL BE 1 3/4". _MINI1M[1M F MBMMFdN'T OF NUWFR BOLT ANCI1ORS SHALL-BE-TI.- A:3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS ARE FOUND ON THE EXISTTNG WNEL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCI1ORAi-E SHALL BE PER IRE LISTED MINIMUMS. () � (B) TO EXISTING CONCRETE BLOCK.WALL: Q Z ? 01/4"'t:APC'ON ANCHORS.AS MANUFACIITRED BY ELCO INDUSTRIES 0 414 CRF.TEFLF,X SS4 ANCHORS.AS MANUFACTURED BY T LCO INDUSTRIES fl NOTES: uZ B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO I'HE CONC'RE•TE BLOCK UNIT SHALL BL' i 1'/�* u W B.2) MINIMUM FMBEDMEN'T OF CRLTEFLEX ANCHORS INID TiIE CONCRETE BLOCK UNIT SHALL.BF I I/4". B.3) IN CASE THAI PRECAST SI ONE.PRFCAS7 CONCRETE PANELS.ARE FOUND ON THE EXISTING i�}ALL,ANCHORS SHALL BE LONG FNOUGH TO REACH THE MAiN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 114"M1NI 411;I`i LL � U OF THE ANCHOR'S AIANUFAC'i t RER. (C) ANCHORS SHALL BE 'INSTALLED!)1=C)LLOWING ALL OF TF1F RECOMMENDATIONS AND SPECIFICATION W Q (D) ANCHORAGE TO WOOD FRAME BUILDINGS IS SPECIMED IN THIS DRAWING. u � 0 (E)ANCHOR MINIMI.M EMBEDMEMF DOES NOT INCLUDE 1 X"TERIOR ELNIS,II. (F)ANCHORAGE SHALL BE INSTALLED INTO THE BUILDING'S MAiN W[ND-F�ORC'E RESISTANT SIRUC'I'URAL COMPONENTS 7`O ENSURE A LOAD PATH O C.. INTO THE BUILDINGS S FOUNDATION. Z 6. FI'SHALL BE THE RESPONSIBILITY OF THF.INSTALLATION CONTRACTOR TO VERIFY THE SOUNDNESS()� THE S'iRIJCTI'RL;W7IERL � SHUTI'ER iS TO BE STRUCTRUALLY ATI'ACHFD TO ENSURE PROPER ANCHORAGE. 7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY SHLT1'TF.R ROIL-UP MECHANISMS,ANY FLECi'RIC:'AL INSTALLATIONS. R OR MODIFICATIONS NECESSARY TO FACILITATE THEM. 8. TRACK MOUNTiNG CONDITIONS AF.E DE'PIC.FED ON SII1~;1?T 11.12.& 13.SECTION"A-A"(WALL MOUNT,)A!�� B AiOUN!'.BUILDOUT'vtOt>N"T AND � .MULLION MOIJNF).SHARED MIDDLE MULLION TRACK MOt N"I'LNG CONDITIONS ARE FOUND ON SHEE-I'll'A. 15.& 16 PER SECTION"B-B". l O ANY OTIIER TRACK MOUNTING CONDITIONS SHALL BE F.NGINEL:RED ON A CASK BY CASE BASIS.END C(QNDTTIONS MAY BE MIXED/COMBINED. n. LINEAR 11 FERPOLATION IS ALLOW PI)1'OR ALL GRAPHS.CHARTS AND SCHEDULES. z 10.ALTERATIONS OR ADDITIONS TO THE DOCUMENT ARE,NOT PERNIrr'ED.DOCUMENT SHALL BEAR THE((3iRIGINAL SEAL.SIGNATURE.AND � � DATE OF THE PROFESSIONAL ENGINEER LISTED. - I L THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY AS SPECIFICALLY STATED ON THE COMBINED PA'C'ES OF THEENTIRE DCX:t3MENT.ANY DEVIATIONS SHALL BE REVIEWED AND APPROVED SEPARATELY. 12 SLAT TYPES P55ER AND P55ER 2ND SHALL NOT BE USED IN WIND BORNE DEBRIS REGIONS 4 (LARGE MISSLI:IMPA(-T PROTECTION ZONES).SLAT'S MAY BE USED FOR SMALL MISSLE L41PAC1`PROTECT 1 ION OF A OPENINGS 30 FEET ABOVE GRADE IN THE WIND BORNE DL-'BRIS AREAS. ORSR'ti: .'j,f DETAIL LEITER A SECTION LETTER A DETAIL SHEET �.�J SECTION SHEET 3 3-01-031 B wry A sGLLb. setrsr: - 2 26 "'- -- 4.000 -' SIZED PER ANCHOR Ion.500 '-� TYP. - 4.000 3i5 TYP. 2 PLACES 3.500 TYP. TYP. 375 TYP { - - - - - - - _ - _IYP.- - - fl -� --- - - - -1525Z ROF.100f 4.OD0300 3.326 - .125 1.25D 2.7503.0110250 2.685 - .7 25O � 3.500 -- .1251.SD0 O G7 �. i SIZE. OTY PER SIZE, OTY PER 250 _ ^ ' �--.250 - - .125 ANCHOR TYP. TYP. 1.117 1.125 ___�_1.250 ANCHOR TYP. tTMPS 1.250 2.685 �-- 7.250 4'REMOVABLE STORM BAR BASE, 3"REMOVABLE STORM BAR BASF. 3"REMOVABLE STORM BAR BASE, 27 STANDARD O EXTENDED HEADER 7 1/4"O ALUMINUM, ALUMINIUM 6061.7'4OR 4005-T�6M-T5 0 ST606146D ALUMINUM.6061-T6 OR 6045-T3 ALUMINUM 6061-76 OR 60015-T3 S�TYP.2 PLACES R Z --� R V Q 0 Z a SIZED PER ANCHOR /� SIZED PER Q Q 7.150 (R) ANCHOR TYP. 250 375 TYP. 2 PLACES v,.i 2 PLACES { TYP. TYP. O a, ^� 72-887 _ ..500U ED 1.563 MIN. .510 0 HEAD v z QQ 1.2151 D D D D 2.250 6250 , w 1 3.000 .125 - Q O, 2.500 2.188 *� 385 - }-- . 2.687r4.00O N.' #12AB THREAD 385 M1N. � 2.480 AB 3'REMOV&1? STORM BAR BASE, 3'FDCED STORK BAR BASF, 3`FT)CED AR BASE END RETENTIONAXLRS SCREW AC >D[TENDED L AL[7bgNt1M G061_T6 DR SODS T5 0 DOUBLE 302 HQ Sl ABVIESS STEEL ALUMINUM 6061 T6 OR 6W5-TS ALUMitdilM 6061•T6 OR SODS?5 o ~ x 16 GAUGE 16 GAUGE (.060) TYP. (.060) TYP. 16 GAUGE 16 GAUGE AM INTERNAL ANGLE 10"smFFRAME "(.0$0) TYP. 12"SMFFRAME (.oso) TYP, up ti'SIp>sFRAME 9"SIDEfRAMF 1C 3 tflf A13 STEEL, 1D 304 STAINLESSSTEEa. A f� 4 ' IA BNIERNALANGLE iB INTERNAL ANGLE 3044 STAIraMS STEL 304 STAINLESS STEEL J-- _] oanc e J1 F 7.406 1.500 1,500 TYP. TYP. vnTE 4 C CLQ TYP. TYP. AMOVED, I I _ i �,- 6.567 i nn�r.�8.OS9 3.000 1 4.251) TYP. TV. ��tnry cox.. TYP. 1j TYP. r.26 THRU 0.28 THRU 0.28 THRU 0.2bi THRU 8 PLACES 3-01-031 6 PLACES .-� B PUtCES 92 6 PZ�E� 92 1_ 92 "�• { B2 .938 • 0 ® 900 a 4S 1.000 0 O O 1.000 O O O W-AL 1:4 { sedzL 426 or a sAL m > rr----------- 4\e ins � �----------- ——— i 1 ! ---- -- ---- I , - ___ i <=4- LOCK - NYLON (L� ------ t i--- - Z (2) #4A x 3/4' (2) 4A x 3/4' Q 0 OVAL CSK SS SMS OVAL CSK SS SMS PO G!� U 7- 0. END LOCK - NYLON w Q 1138 FtiD RF I'E?y-I'IOtti DtTAtL ["+ US60I 11)RI TI NTION D17l'All. (EVERY OWER SLAT) (EVERY SI AT) Q a U w z A vH w � c.. Al uI 92 .39 �S Z 5 .39 3 a ' Ei 3 f , '- _----- — -- ----- ' v r , rt : t AF 7O1 G 1 AF L. O ae 4 _ — —__--- --, — __—__—1t MAWX DAIL �.�Vii•' END LUCK NYLON END LOCK - NYLON 4"� r n"Wvbu+o P55&TSS 2ND END RF.T R TfK)N DETAIL. M DOT 811.F;ND RFTF1'1TON DETAIL 3-01-031 (P55M LYFMY SLAT) (EVERY SLAT) 3k5Stil 2xn L1 CRY MILK SI.A'I) ` °"` ec.:.r FULL atter 6 - 26 NOTES-. 1.THESE PGRFOP MANCE SPAN CHARTS DO NOT GUARANTEE USACIF. TRACK ATTACHMEIrTS,BUILDOUT AND MULLIONS MUST BE VERIFIED PER INDIVIDUAL CHARTS. -- - - - 2 P55ER-REBAR ALL sL,STS ARE 3.P55ER-REBAR ALL SLATS ARE NOT TO BE USED FOR LARGE MISSILE IMPACT HURRICANE SHUTTERS IN WIND BO RNEDEBRISREGIONS.SCHEOUEE #1 � � 4 SLAT SPAN CHART , I ` P'SSER & PSSDER SLATS) h x .I p � - .<.� ._._ {^.__..� ........._....._......k._...........,�...d - _... _ _ g ,amt- �.i�� 71-0 t 1 1 i • MAPl 'MA __ .� _ _. may_ 11 1 � z �Tx q uj I NOT ALLOWED j SPANS s'�„ LTJ yr y11 , ,, xncnr04,; iA ,S •:` k s si s F+, 105 110 115 1.20 125 130 135 140 145 150 155 160 163 s Mr wzp TRACK TO TRACK(INCHES) �, 4 ��, �� � �,, •.�� ` �` � U O u � SCHEDULE#2 .. GLASS CLEARANCE P55TE31.,US60ER &P55DER a LAT SPAh z .156 1 All s i { _ t" A# 44 , 13 1 a ,o "- # � "--••I+ I { !—i—i �-- 120 ��� �� ,:�'�. P, MAW } I ! { o,t E94 4 O"C79 72 ' awr f 3-01-03 I Ti:: ! � ,.7a}.f 11 1• . i- 1 { 1Yd }' :fi f. I11:. il•II I.:115 ,,k M `� 4y `}5.'�¢'t � � 0 `'}. 30 40 30 60 170 ••!80 90 IOD , 110 120 ,l/r_ /� ;}meg'[ '. n .' •C yc ..t}y}w•,�{ .'cy_k'rr rt1r3S#�3: 'aS ^ '!�a ,°c' .a,5{f:wd"a�`w«.. .Yz#,fir. PSF - AIIfJ7: 8 <6 • a mid] V -- # uju U a Z Z > to 0 C4 uz 0 w134 u Qa • . o /- z 3a ^ 10 _ i voo� DATE - r 3-01-031 P55DER SHOWNNUTF B _ I.SFFSLAT RMT-oRCI'.mVl(MAILS SfAE 1x.7'.5 Ov SHFFT 6 OF 26. l U -- 26 SECTIOir A A't5) SECTION A C(6) SECTION WA"{4) -- "A- - — - - - - ---- �, Z CONCRETE BLOCKS g CONCRETE d ♦ i OR POURED CONCRETE CDGE ♦ d,CONCRETE BLOCK $ i TYP. DISTANCE 4 O�f2 POURED CONCRETE 'u 3" MIN 4 a ) LAJ w I e ° tiL]z — ►�Hjua� /� ♦ O 1.6J 47. 0 Y. U O SEE SCHEDULE #A5 ) 5EE.SCHEDUL£ #A6 STUCCO CONCRETE BLOCK ; ' — OR POURED CONCRETE Z Q Z SEE SCHEDULE #A4 (STAGGER ANCHORS) --�� STUCCO j (DOR STUCCO GOR� O SEE SCHEDULE #A SEE SCHEDULE #A SEE SCHEDULE #A U � Q ® .5/8• HOLE PLUG 05/8- HOLE PLUG 85/B' HOLE PLUG (;,, V L'' OR E .WWDSC'Ri N'S SIIAI.I I)1.('F,R)7 Rli!)i\?"3'ACIit)i 571'll. I/4' 0 X 1 3/4- TAPCON O Q ►�. OR LAG BOLT O 1V O.C. E"1 W p CL. _r --'t CH}�R3Lfi'ifAs g� G YAS '3C9fF,DUI'0A5 Z CCGG{s{s1��;r y WWI-I&41A ! Icacua nas i5 ,'[u�•r�am.ar: memcaKaen"�H +f.• aRrr* waolax�G'+G'AB mwrr £. Vlq'AWY9{l511EOA�'BLIS 4�'�I.VM W"sd { A R R Nin .... ; 4d 6IlAT{PAM{ik) p StATSPANfiO 8. SIATSPAHtpq .. .. t7 $ SLlT SPAKt041 TSPAN mo AL 6I ie % z 33 ISO. Y ti ` 8 41 R R f4 R ' A114 2L Q 2 3 4 3 6 7 1 910 11 12 t3 N 2 3 4 5 6 7 { 9 10 11 11 13 tt ] 3 ♦ 3 f 7 t 9 90 if 12 U H. 2 3 4 } { 7 { 910 it i1 73 N 1 2 T 4 ! 6 7 S f 10 it}2[} .y+•ta ae�+ 4 t10183►AC'CIG;04CTF� HMSPACJI (INCHU) musmC2N0ANmw ^IWWWj O MIA SPACING OCHN) tlO1J!IPACA70�'[7'� �-1 -- —� SCHEWLEIA6 6 ED t•M SCt1ED 1EM� w 1 awra �{ furwerur� >neen�o.worn wmnu .a moc o9uaonnraacs w.�aee4aren.. +a..cwoen..w .5. 1¢�►:•ro4�m.�.i 3440 s4 4° u A R s4 R R {o A w {ursPA�l ORARC ;__ AA fPAN ANI a SAI a a4aT 3PAr mh B $ _ y - SLAT{PAA 6tATSPA.(8Q 8 S $ 60 K S 72 $ 72, errm�E x r.:r do 54 sl s 72 g s 3-O 1-031 $4' N . a 94 R 1 R B A R R itR Ili7 3 4 3 5 7 {.f H)it 1,2 1314 2 9 4 '! 6 1 1 !. )p 17 32 13 N 1 1 3 4 3 6 1 9 10 It u 19 2 3 4 3 6 7 3 9 10 71 R 11 14 2 3. 4 3 6 7 { 9 t0 It.12 13 14 1 2 3 4 3 6 7 9 9 10 11.11 13 4 IKY313PACAK ANa>Ef) Hc]I�srwclNctnx7+Fat Iltx�s►Ant4cts+c7us) �2 as 2b H{]1$SPACM6 MICNIM) H0t3 S►ACM 171 P a) Mt&SPAC2N(1.tINCl*I CECTRON"C _3:XED S(Am SAft -- - -_ - - _-REMOVABLE STORM BAR. E) SEE SCHEDULE 08 & #9 P SEE SCHEDULE #8 & #9 � 23 • 3" STORM BAR SPAN CHART � 3' STORM BAR SPAN tCHART � � �5 SEE SHEET 19 OF 260 !J SEE NOTE 2 BELOW Q) FOR SPRING-LOADED X STORM B4R PEi1FOR9w3�CE SCHEDULE 88 STORM BAR ASSEMBL)e FDEDOR Rt M0VA3 E MAXIMUM DESIGN PRESS M(PSF) V AS REQUIRED a�TIONCC'(1),(2),(5).8(6) TRACK TO TRACK•2SPAN(to H AS REQUIRED 48 6D 72 84 % 108 120 132 144 136 168 48 190.0 1520 1287 108,6 95A 844 76.0 69.t 63.3 565 51.3 _ 54 1540 1232 102.7 880 77.0 884 818 56.0 St.3 47-A 440 ffi S 1238 99.1 82S 709 6t.9 51.0 49.5 45.0 44.3 38.1 35.4 (2) 1/4' X 1-3/4- ELCO 2) 1/4' X 1-3/4' ELGO TSTORM 66 VIA 81.3 87.7 581 508 452 40.8 3TA 33.9 31.3 29.0 TAPCON (1 ;V/4' MIN. TAPGON (E 3/4' MIN. 84.8 61.9 565 485 42.4 37.7 33.9 30.8 28.3 z$.t 242 EMBEDMENT,2 1/2' MIN. -'EMBEDMENT, 2 1/2' MiR4- Is 7t.S 57.4 41.9 41.0 35.9 31.9 26.7 20.1 23.9 22.1 20.5 EDGE DISTANCE) TYP. CONCRETE EDGE DISTANCE) TP. CANCRETE 84 81,5 49.2 41.0 332 309 27.3 245 224 20.5 18.9 17.6 (2) 014 SS SMS TYP. ALUM. ® (2) #14 SS SMS TYP. ALUM. go 37.2 31.0 26.6 233 20.7 18E1 49t55 14.3 13.3 108 35A 29.1 24.2 20.8 182 162 145 132 12.1 112 104 ¢ Z 120 29.1 23.3 19.416.6 14.6 12.9 118 10.6 97 9.0 8.3 132 239 181 t5.8 136 11910.6 95 67 7.9 7.3 6.8 144 19.8 15.8 132 11.3 9.9 fl8 79. 72 66 6.1 5.1 U Z cw 168 t43 11.4 9.S $2 7.1 8.3 5.7 52 4.8 4.4 4.81 d Q S1 00 3CCTAN GC"(S1 L SECTION C C' a FI7 W OR REMOVABLE STORM BAR FMD OR REMOVABLE STORM BAR 0 (J w ul Z A Op SEE SCHEDULE #8 & #9 (2) 1/4 X 1=3/4' ELCO LIa a 3' STORM BAR SPAN CHART �OR AC (p j TAPCONS Tt*- SO��UM. Q C.` B OR^ j (2) 1f 14 SS M 8 in (2) 1/4 X 1-3/4' ELCO r SEE SCHEDUOE 18 & #9 a w N TAPCONS TYP. CONCRETE w 3' STORM B* SPAN CHART t5 (2) #14 SS SMS TYP. ALUM. i iZ � �^ _ o c N SILL (Q)AS REQUIRED SILL AS REQ14)1RED R3 OR AL CONCRETE OR ALUMINUM `•/ 3 '�^ SEE NOTE 2 BELOW SEE NOTE 2 SOW 3"WIT STORM BAR PERFORMANCE SCHEDULE#9 L'I FIXED OR REMOVABLE MAXIMUM DESIGN PRESSURE(PSF) SECTION-C-C'(1),(2).(5).8(6) TRACK TO TRACK-2 SPAN Qto 48 60 72 84 95 108 120 132 144 156 166 48 190.0 1 152.0 1 128,7 108,8 95.0 $4.4 78.0 1 69.1 83.3 58.5 54.3 54 168.9 135.1 1 112.6 96.5 84.4 75.1 679 1 61.4 56.3 52.0 48.3 oil 60 16zo 121.4 1 101.5 86.9 76.0 679 809 55.3 50.7 46.8 43.4 . oxo Og;p 371STORM 88 138,2 110.5 92.1 79A 69.1 61.4 55.3 502 46.1 42.5 39.5 310TES: BAR HEIGHT 72 125.7 101.3 84.4 72A 83.3 56.3 507 48.1 42.2 39.4 361- L ALL PERFORMANCE CHARTS ARE DRAVM' *SIZnON 78 116.9 93.5 77.9 86.8 58.5 52.0 46:8 425 39.0 36;0 33.4 DATE SPECIFIC AND ARE BASED ON ANCHORAGE,BENDOW, 84 108.5 86.9 72.4 82.0 54.3 48.3 434 39.5 38.2 33.4 31.0 STRESS,AND DFFL FJL'T ON LIMITS: 96 86.3 89:f 57.5 49.3 432 38:4 34.5 31.4 1 28.8 26.8 24.7 2.OMONAL(2)M SS POP RIM OR(2)ItI2 x 3f4"SS FMS 105 67.2 53.8 "t 38:4 33.6 1 299 28.9 24A 22.4 20.7 19-2 3-01-031 THRU STORM BAR M O STORM BAR BASE PLATE. 120 53.7 42.9 35.8 30.7 26.8 23.9 21.5 19.5 17.9 16.5 15.3 NON STRUCTURAL FAS TENIiR TO KEEP ALUML�1Rv1 FROM VIBRAnNG. 132 43.8 35.0 29.2 25.0 21.9 19.4 17.5 15.9 14:6 13.5 12.5 � �v 3.AT THE SAME U*QT WIDTH AND STORM BAR H1 0tTT 144 36.3, 29.0 242 20.7 18.1 iS:t 14,5 13.2 12.1 11;2 10.4 � A T1iE II57 Of TWO SETS Or STORM BARS LNMASES THE 156 30.5 24 4 20.3 17 4 15.3 13.6 122 11;1 102 9.4 8.7 scute 1 4 PSFRF$ISTAIv(E BY 1:Zt• 188 26.0 20.8 -f7-2- 14,8 13.0 11.5 10.4 9A 8.7 8.0 7.4 17 - 20 STORM BAR NITS: 1.SHI i ITER SF;IMONS ART SHOWN VITM I7XTD STORTI BARS. SHUTTER 80X 7' 70 12" SHUTTER BOX 7" TO 12" STORM BARS CAN BE F1XFD OR REMOVABLE.REMOVABLE 4, 5 OR 6 SIDED 4 5 OR 16 SIDED (SPRING-LOADED)STORM BAR ASS 11- MLILS_&NIOLINUING _ ARE SHOWN ON SHEET 17.1&&W OF X, _ 2.SLIUTIT-R(S)SHOULD NOT BE ROLLED DOWN Dt RLNc, sL z.3 gg F O ' WIND EVENTS W TOUT REMOVABLE STORM BARS • — IN PLACE.ROLL•A-WAY IS N(W RESPOTSIBL E FOR E gg SLCTlOA D D"u i SECTIOy'E-L"{ SUBSE DENT DAMAGE 9 y NnO AtiOC.7O WALL MOTfiT i REMOVING SPRING-LOADED STORM BARS:REMOVEM,LIFT • IIPONSITIRMBARWHF.V80TIXIAII•IuL* TRESTORMS70RMIIARS STORM Ao� W AlTH BAR BASEPLATE ROTATE Sl'ORM BAR OUT OFOPENBVO. n z '��' •'!��' 4.SHUTTERS WITH NO STORM BARS OVER 7Y'WIDF,SHOI ILD m` I1SL-SOME FORM OF HOOD SUPPORT,HF.ADfiR,Tt IBING OR EXTIANAL SUPPORT.1/2' x 1' >< .7 x 5" _ 5.FOR LARGER ALLOWABLE HEADER SPA,\S USE EXTERIOR INTERNAL ALUM. ANGLE W/ w OR X z REWFORCEMFNT BRACRE71 SHOWN ON SHl}T 24 OF 26. ■ (3) /66 SS POI' RfYETS � � - G.At.L()WABLF.I�IEADFRSPAN*sR*'IWUSEySOFE>'L3VLY THRU SIDEFRAME TO ANGLE do SPACED STORM BARS MAYBE FOUND BY USING A REDUCTION (2) 01/4' x 2 1/4" Or TILE PSF SHOWN BLLOW.THIS REDUC IlON IS OBTAINED BY TAPCON TO CONCRETE (2) 01/4-20 dO HEADERR SS T & USE OF A 0.45 MULTIPIM. (2) 01/4- TAIRCON TO COWCRETE SEG STCTION"C-C:"(G) /� SHEET 17 OF 26 U �OR(E) (D c)ltt l k ) tt) �.� GLASS \r,J `/ GLASS 3 7B-&7SEC170�lLHR SAN t7iART ^� .O O tYl!IfRF.i•AMY7. .MAN .�,r'M�WIMFFa Y'1. � �I $ /rjVT^}7 ^a SHAM BAR �1 SEE SCHEDULES aewlNiw, Q* H Q sEE STORti!BAR NWU1TS FOR MIN. GLASS CLEARANCE 0 V SEE SCHEDULES SHEET 7 & 8 OF 26 FOR MIN. GLASS n 71 A CLEARIWCE M SHEET 7 & 8 OF 26 >a H ITa Q 1 MIN. GLASS to m no IV is azo_ a � CLEARANCE xeArtr bYxt�crisi 'j -- as 57A"d71l4'MANCI{ART • • SG IDV`+ '"tit �navucwK+t4i'^ rxv lyra•reewmt •� • •� Y 72 81VAM BAA i 71 i.f1r3TB iR11 S N 4 --- _- -� tE " z ti AIT.SILL.DETAIL; Ll 1 4 SEE SCHEDULES R x ( _ _L;i 1 �+I?SIl�1>LTAIL J FOR MIN. GLASS $ CLEARANCE R SEE SCHECULES SHEET.7 Ec 8 OF 26 S \\\} FOR MIN. CLASS ao >o aw sso iso troo ❑ Q CLEARANCE 8EA[#R IAY67H!]A1[IASI �i SHEET 7 & 8 OF 26 SEE STORM BAR 11XOTES 1" MIN. GLASS CLEARANCE 57m"&7{N'IB'ADEJt!LPAN CIIART Ole -SEE SEL7lQN"C-C"(4) //���p�\ �� SHEET 17 OF 24 •aaoA.A ,u a mArx Of L/ nA*>k pe.to.ot -=q pn� sfaAII BAR • {:ermxtw7 ArrAo•�u e'1 R r DATE $ 72 74 ORAW7M0 AMI. /'� R " 3-01-031 v (L J ' sau uv, V R $ n MIN. EDGE WLUI- 01/4- x 2 1/4` TAPCON DISTANCE 7o io sw 770 aso .IV xlie 1:10 I�nri Ie+crn.n�celES) O i 6` O.C. sa�r 20 - 26 SHUTTER BOX 7' TO 12" SHUTTER BOX 7' T61 12" 4, 5 OR 6 SIDED 4, 5 OR 6 §IDED 0 • • I ..-f d ♦ E8 �• N == AL31ANATE S 716' T I14"IfEADVA SPANS2,KQrr o Zi (aj S6Ct70N"E E'(4)? TON-FE7 w Q ". :snem MULLION MOUhT 0MULLION MOLw r r na w e ue L S a i WITH STORM BARS NO STORM BARS s ts"Tb om 1 1/2" z 1" x .1' xV: _i = INTERNAL ALUM. ANGLE W/ i W!ORO _ {3) #66 SS POP RNE ; \/ THRU SIOEFITAME TO ANGLE d: (2) #12 x 3/4' SS SMS (4) 01/4-20 SS LT /� O OR(D{BEYOND} 70 ALUM, POST 8 SS NUT TO H R ti./ W /� /� /^� $ ALUM. POST, NOS 6 (D I OR(D l OR V GLASS a 1 MIN. GLASS V \./ �n //�� ��''�� �''\\ CLEARANCE TYP. ao � S (D I OR V OR(;tT'J _ Q 0 bR SEE SCHEDULES FOR MIN. GLASS SEE STORM BAR 140V o so rn Tao aw ne .Q A CLEARANCE SHEET 7 & 8 OF 26 GLASS auoEaxocnuex�tsl ►U-� W O SEE SCHEDUUES 1" MIN. GLASS FOR MIN. GtjOb �-t Llai sT & 1x'BfAi)t7t SPA1Gt3JAxT O CLEARANCE CLEARANCE u a!{1 g14, 7i a SHEET 7 do 8 26 rsMr •ear _ �p 9 WORKR o LIMIT N) LIMIT ON) B R r---'t tis. �O vi 4 a z N Sm lux \1 CONCRETE SLAII CONCRETE :SLAS V $ TYP. TOP & BOTTOM TYP. TOP do fWTTOM 00 � � �in STORM BAR NOTtiS: r• I.SHUTTER SM'ITONS ARE SHOWN WITH FIXED STORM BARS. K STORM BARS CAN BE FDMD OR REMOVABLE,RD40VABLE R (SPRWG-LOADED)STORM BAR ASSF.MBISS&MOUNTING N ARE SHOW N ON SHEET 17,15.A i9 OF 2[. $ 2.SIfLrrM(S)SHOULD NOT BE ROLL,ED DOWN DURING IN % WIND EVENTS WTITIOIrTREMOVABLE STORMM BARS IN PLACE.ROLL-A-WAY 13 NGTRESPONMBLE FOR R °x"�'"t DP SUBSEQUENT DAMAGE. DATE 3.REMOVING SPRING-LOADED STORM BARS:REM%% UP ON STORM BAR.WHEN BOTTOM FEET CLEAR THE STOKI 1 ^ �/ BAR BASF.PLATE:,ROTATE STORM BAR OUT OF OPENM. R 4.SHUT'TSRS WITH NO STORM BARS OVER 72"WIDE SHOULD 1. 1 1 1 1 1 033.2-f Of USE SOME FORM OF HOOD.SUPPORT.HEADER,TUMG OR aR�no+D ND. EaC UNNALSUIVORT. ;o go r>o lip in in 3-01-U31 S.FOR LARGER ALLOWABLE HEADER SPANS USE FXIL•RIOR REINFORCEMENTBRACKET SHOWN ON.SHEET26OF24 RFAMLRWMcry) s REV: 6.SM ALTERNATE SPAIN CHART EF 414 X 3J4'SS SKIS ARE B USED TOMAKESTDL•IRAIv1ETOPOST CONNECTION. ter: 23 OF 26 B11t DOLT MOli1 t *Wool)SCREW'S SHALL BE IN 2"FACE OF SR T). _ _. _,. ._ - CONCRETE a CaNNFXm' ON -__ - 5 DISTDlWCE -° Z" ' 3' MIN. • — s C 'H sECTrbrr�� d 3 �� $ H > .a 1 G)OR t! i -- -- -- - - - ( A 1 OR VXOOD STUD • W V V i, o f (g) J14 Ss SMS U _-� (I1 1/2 MIN. EMBEDMENT) 2 Q CO*ICRETE OR BLOCK. O 13/8 SS POWER-BOLT W E-' 0 (2 :MIN. EMBEDMENT) V W {2) �1L4 x 2" ss SMS I--• / /^� SPAT BUILI701 rr MfN iN.T Qw {;;1 Q OR X D {4) #14 3/4' ss SMS REINiORCEDtIFAnL7t w �t V \:J V CONNF.C7'10N 0 Q u HCS E)oR X V (Z p SHUTTER BOX CONCRETEEDGE O •' DISTANCE Z' Z Y MIN. " (�HCSB S6C770N F ice -- RERgMRCED HEADER-SCHEDULE#4 - 5 V"&&714"HEADER < i, twAl Allmya BMS a e• .; " a y SiOS BAR HCSS D Loam Mo c ti 4c�OR F. GC�OR H O OR 1 Z N CJ1 . � 1 72 '-n) 0 — C n n e 0O `0° {2 ,OOD 4TS�S ;MS 9f `--- --- -- ----' cl (1 1/2 MIN. EMBEDMENT) wu»x CONCRETE OR BLOCK DACE 20 ♦3/8SS POWER-BOLT M (2- MIN. EMBEDMENT) bAM s {PER 11TRA x 2' SS SMS auw»ic 90 loo 110 120 130 140 iso 160 170 O � 00R r1 3-01-%31 HEADER LLN—a 2i(INCHES) HCSS V� (4) /14 x 3/4' SS SMS B - SCAM SHUTTER 80X E)OR O ter: 25 26 --." m1<'t'&L IR DOFIN.G CNEK a5ttEATNItJG Ice-Aiwp. A-TK5.N'4Q4j _ s2 wx24 N 5(S SkkL. m �Cif - i�, ' o PRICE •.i r` itJG . � pGC.ESS_ t----- j � �RltJG�N tc K tq� t�Gl. ss UC". New._At. t�itt,1 F C� GtA u ! ; . i2 • ; .t X -,G•J WiWboW 'Tp M�'C�H NSULATtb l4. a7 INS • STt� •(• t le 1'tt a lou �: stzE.oFctsn�sG �,� bQw _ METAL.P A,SNtNG.`tc?.._ t1 V.T...Ca _ K �G(P .0.-C- _ MAT ..ROoFltit G.0.-C _- „ 2x 6!TAL •!\-1I FtWI L.A.�aS �2 GWS �Ia ... b tlJ5��TION .�► Q.T.2XI� ,, _. .._ . r7/8. SN TN.t.N.G�} •' f Ill Ot TO MATGN t Gt••�55 ra- 7 F.T. 2,>c+ � ,n .SMuTrE ek. _ :_ ► �1'GWi o I/Z�t GiN {'.T: 2x$ '�18 i3t;AP_. 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GaNGR�Tt=_ VF-CK SYSTEM p.-11 FII,Er-G4-AS3 Z-FvY itmeotc".ARy ?,00'FtQG _2- ISu LVL SEAMS ��v1�u_vs ,i SIEGIAL FIELQ Ctff 0,032 ALUMINUM f;ASGI4k ON _F T. 2x 6 t Ave � 4 \ x I2 .ACV. nod` nn j �IFaoE R <rrt7. 11'/4" LVL BgA"S, _. 122n O,G• 1�L GW B - P0.2 BTR. syP-2%4 STUDS 16" O.C. 7 R-11 21 4 SNt:ATkih.lG (AXP-a� -- !l 6E18.TILAST CEDAK SHINGLES Ga 5%2" ex posuKE bvER 301,PCLT 1 k S 1 ✓y STURU•I Ft.cX5R - U�L��ICt.AY1r1EtitT �tN IS N Ft,0o1�.p.IJD'[�1 Mt Wk r.tGLT 6Ve}'; 5X1S-rwG DeCK Jgu ALL-"MKE,40 CONT 191 UOuS _ Fgg%A ?DP PtA'TE '1a 716 !SEAM t?pouN DATtow WALL LO w O,C. oR A5 INDICA78O I Joy ADDIT IOM 'TO suEs�c- U41R P, MRs K. J. MAST=—KS RE31DE14CE co SELVA. ~104A Ar""Mc BA►M, A.o mw. OF ro GENERAL NOTES: 1. THIS NOTICE OF ACCEPTANCE DRAWING FOR END RETENTION ROLL SHUTTER PRODUCTS IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE(FBC)2001,OUTSIDE HIGH � `WELOCITY HURRICANE ZONE.WIND LOADING REQUIREMENTS SHALL BE DETERMINED USING ASCE 7-98,CHA19TER 6,WITH EXECPTIONS AS PER FBC 2001. PRODUCT TESTING RECORDS AND REPORTS PER ATL 0126.01.00,HTL 0006-0106-03,AND HTL 0006-0224-03. ti 4, f z 2. FALL ALUMINUM EXTRUSIONS SHALL BE SPECIFIED HERE-IN.ANY SUBSTITUTIONS SHALL BE APPROVED BY A LICENSED PROFESSIONAL ENGINEER. • U, a W 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH MINIMUM 50 KSI YIELD POINT AND MINIMUM 85 IKSI TENSILE STRENGTH,ALUMINUM,OR COATED STEEL. m ¢ a � Q (SS SMS=STAINLESS STEEL SHEET METAL SCREW) o 4. STORM BARS SHALL REMAIN IN PLACE DURING ALL\WIND EVENTS.SHUTTERS SHALL BE ROLLED UP IF REMOVABLE STORM BARS ARE NOT REPLACED BEFORE WIND EVENTS. g s '" 5. ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): S l(A) TO EXISTING 4000 PSI MIN.CONCRETE,OR AS SPECIFIED HEREIN: • -01/4"TAPCON ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES &A0r•• -#14 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES �2El aI -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 13/4". 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 M) TO EXISTING CONCRETE BLOCK WALL: -01/4"TAPCON ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES Z 414 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES ' 0 0 NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". U a B.2) MINIMUM EMBEDMENT OF CRETEFLEX ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". U W B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,ARE FOUND ON THE EXISTING WALL,AINCHORS SHALL BE LONG ENOUGH � TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4"MINIMUM. w w (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TlHE ANCHOR'S MANUFACTURER. 0 QD) ANCHORAGE TO WOOD FRAME BUILDINGS IS SPECIFIED IN THIS DRAWING. W r2t OE)ANCHOR MINIMUM EMBEDMENT DOES NOT INCLUDE EXTERIOR FINISH. U OF)ANCHORAGE SHALL BE INSTALLED INTO THE BUILDING'S MAIN WIND-FORCE RESISTANT STRUCTURAL COMWONENTS TO ENSURE A LOAD PATH EE_ W 1:4 INTO THE BUILDING'S FOUNDATION. 0 6• IfT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO VERIFY THE SOUNDNESS OF THE S7TRUCTURE WHERE Z SHUTTER IS TO BE STRUCTRUALLY ATTACHED TO ENSURE PROPER ANCHORAGE. 7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY SHUTTER ROLL-UP MECHANISMS,ANY ELECTRICAL INSTFALLATIONS, (OR MODIFICATIONS NECESSARY TO FACILITATE THEM. 8• TRACK MOUNTING CONDITIONS ARE DEPICTED ON SHEET 11,12,& 13,SECTION"A-A"(WALL MOUNT,JAMB MOUtNT,BUILDOUT MOUNT AND MULLION MOUNT).SHARED MIDDLE MULLION TRACK,MOUNTING CONDITIONS ARE FOUND ON SHEET 14, 15,&-116 PER SECTION"B-B". � ANY OTHER TRACK MOUNTING CONDITIONS SHALL BE ENGINEERED ON A CASE BY CASE BASIS.END CONDITIONS MAY BE MIXED/COMBINED. ; 0 9• LINEAR INTERPOLATION IS ALLOWED FOR ALL GRAPHS,CHARTS AND SCHEDULES. = z 10.ALTERATIONS OR ADDITIONS TO THE DOCUMENT ARE NOT PERMITTED.DOCUMENT SHALL BEAR THE ORIGINAL L SEAL,SIGNATURE,AND DATE OF THE PROFESSIONAL ENGINEER LISTED. � 79 c 11.THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY AS SPECIFICALLY STATED ON THE COMBINED PAGES OF' 3 o .2 00 v) THE ENTIRE DOCUMENT.ANY DEVIATIONS SHALL BE REVIEWED AND APPROVED SEPARATELY. 12 S4LAT TYPES P55ER AND P55ER 2ND SHALL NOT BE USED IN WIND BORNE DEBRIS REGIONS QLARGE MISSLE IMPACT PROTECTION ZONES).SLATS MAY BE USED FOR SMALL MISSLE IMPACT PROTECTION Of a o o W Ac� wa OPENINGS 30 FEET ABOVE GRADE IN THE WIND BORNE DEBRIS AREAS. DRAWN: DLP DATE APPROVED: DATE DETAIL LEITER ' A- - SECTION LETTER A DRAWING DETAIL SKEET 3 SECTION SHEET 3 3-01-031 9175 ;REV'. B ( - scAtS 3/8"=F-0.. sNEer: 2 L26] c Ix i �m Q uil� F N i q 2 LU 125 -i - gir 125 o� UU i ■ { ® 1 1R"x 3"POST 6063-T5 ALLOY G 1 2"x 4"POST 6063-T5 ALLOY W U W � z � t 1 W H Ott -T �T— O —I — 182 J 0-4 1 I -Z 1 1 1 1 4 — --1 C'2 j-- _=1 z 4 l.. TY� ® 1138ER SLAT ® P55 Elft SLAT Cl BOTTOM SLAT MINI 6063-T6 ALLOY PVC 6063-T6 ALLOY - f 5 ( HEADER REINFORCEMENT ANGLE 6063-T6 ALLOY ami a C O i TYP. z i 9.0' : i � i i I i `'.' •P' 3 wy L _ .. r ' ' J 1 I r l 1• l i r 1L~ i 1i � I � i ' — I -I 2 J.— ,T• 1 DATE: 4-Oil ®1 2"x 2"x 1/8"ANGLE 1 1/2"x 2"x 1/8"ANGLE" i i t DATE � 1"x 2"x 1/8"ANGLE i i = ( 1 j S—l� I-0(1 6063-T5 ALLOY 6063-T5 ALLOY ® _ - I = DRAWING NO: 6063-T5 ALLOY F. T', Tl'P. 3-01-0S 1 SIZE REV:: - B - SCAM 5 OF 26 E 3 A C a . � . R�,P W W n a. O t w a ,�■■ ■ r - U > . w a } f d H r A v' •;a � ...� � ., �•.,.�j..� ,,,... �,. �, ark, ,�r. -::; I� .ate' acvA x 0,14 u w PR Glfass �ranoez �' Zo Z zea I ggq ( r € 00 1 .pr Y f E 1� � � � �; ��. � NOTES: a c 'Q p N w _ 1.THESE PERFORMANCE SPAN CHARTS j Gtawa ,- DO NOT GUARANTEE USAGE.TRACK �tJy ATTACHMENTS,BUILD-OUT AND MULLIONS MUST BE VERIFIED PER INDIVIDUAL CHARTS. Rf 2.PSSER-REBAR EVERY 2ND SLATS ARE SMALL MISSLE IMPACT DRAWN: COMPLIANT. DLP 40 DATE 4-OS-O4 �, � �_ � �� 3.PSSER-REBAR EVERY 2ND SLATS � _ ARE NOT TO BE USED FOR LARGE AMOVEa MISSILE IMPACT HURRICANE DATE' SHUTTERS IN WIND BORNE DEBRIS S y' ,as x„ 3 f4 M1` DRAWINGNO: { REGIONS. 3-01-031 33 40,1 4'&` 5'0"-- 53 " 55 5 7 ':6d 62 63 6,4 6 S REV: — ..�4 � �' �i'#LI'` - Y ,.: x+« � - 5 �t1�1@S VI WPi�� r�i n sCf SCALE I-0' { y`,'' ,,° � ^"`-f N 1' •r"3- c '€"�. ,� ��n-r ,«.:e�,., SHEET: 7 G SECTION"A-A"El) SECTION"A SECTION , a j f � ti w Z 3)— 'ONCRETE CONCRETE CONCRETE EDGE EDGE EDGE 0 o N } DIST'=.NCE DfSTANCE 1 D?STANCE aw 3" pr?!N * 3" P11fJ 08 31" MIN. « a o� 0 ` -N > O v' 6 tl a '��� • E 1 CONCRETE 5LDCK, C N RETS CK, F j \ CONCRETE BLOCK, � a E y rU}URED N`:RETE. ° �Jt Irr C RETE, ° j POURED CONCRETE, ....�.. OR 6i'rCC STUD ^R, ,; Or C 0R ',%'G'JD STUD G OR STUCCO EE -.:H.rEPULE -,.1 J - ' SEE SCHEDULE #A2 =_ SEE SCHECUL E -r.3 l HOLE PLUG ��D OR �` L SEE SCHEDULE .A I SEE SCHEDULE 7"A I Lam., 05/8' HOLE PLUG u D OR o5/8" HOLE PLUG i' OR! E *WOOD SCREWS SHALL BE CENTERED IN 2"FACE OIF STUD. w V O p �D w p H w 0 SCHEDULE#A SCHEDULE#A SC�DULE#A2 SCHEDULE#A2 SCHEDULE M2 1�C� z a II/R-ALUM ALLOY 6063-T6,M12 x 3/4-SS SMS IB-ALUM ALLOY 6063•T6,M14 x 314"Ss SMS CONCRETE BLOCK,01/�TAPCOX 1 1N'EMEDMEVt 3320 PSI COfCpM 1/4 ELM TAKTAPCON.I w•EMaED%RVN7 WOpD F R A M M 07-1 M M a7f - BEDMPhT E2 �'72 �� _ 48 I i N 48'• I t I f o �' I I 1 ! ' 3 �ISLATSPAN j - I I j I 8 I SLAT SPAN(IN) SLAT SPAN(N) 8 _ SLAT SPAN(IN)1 54 I SLAT SPPuN w ° 108' $ i I 60 1 60 I y 96`o i j y 1321 I I � 66! I a 143' 1 i a l t `� 72 >•, 72sa \0 13 168-. ; .. i •� ' ' � 1 I I 96 I � V 196.1 r r 1201 m 1 „ 1 1---.1:i!Ii i:lll I fir: ,i; In I I I ii;Illn! t r, iil ill I I in,'iiti ii itil I�. „111 ..i,,, : :I -1.{ulll, �I .t 1 nl r it ul,� :ainl r'.;1 r.i � 111.1•x:!11 .1 irlil Itl L'1+:•i" Irl 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 :. 2,5 3 3.5 q q?S 5 5.5 6 63 7 7.5 8 r3 4 5 6 7 8 9 10 I I 12 13 l4 1 2 3 4 5 6 7 8 9 10 11 l2 13 •y Ca3 HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SIINPCING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) w y LAa rZ SCHEDULEMI SCHEDULE#Al SCHEDULEMI SCHIEDULE#A3 SCHEDULE#A3SCHEDULE#A3 C�l1 FMBLOCK,01µ'ELCOTAPCON,11/P EMBEDMENT 33MM ONCRETE01brU VTAP M.13MEM9M4VNf WOOD FRA. .Ili $µ,11R 16EDI31EAT CONCRETE BLOCK,0lA FLCOTAPCOV,I Iµ'EMBEDMEVT 33MP9004CRE}E01N"MMTAPCON.114•EMBPDME%T WOODFRA .MIi ,11 T I ( C L 60,541 48 i i I t a i154::148 i !48, 1 1 1 , DLP 60+ I I 66 1 -• 4R� DRAWN: g ! S[AT SPAN(IN) L 1 SLAT SPAN pN) '�' j ;SLAT SPAN(IN)! I q SLAT SPAN(IN) 48 ' ` f I S[AT SPAN(IN) 8 SLAT SPAN(Rq 72 - i I - i ' - ; 1 ! s i I 1 , DATE 04'26-04 APPROVED: y m to+I I Is N 48, I y60I I I h N I a I i DATE ..Zo•'0 72 , 72- i 1 I ! DRAWING NO. 108-, 66 I f 84 84 1 1 ! I 1 I I I 1 143 1 72: l 96' ; i $ 961 t , 1 ! , 3-01-031 o - 1 ' I , ea' ' 108• 0 1zo ! ; n H o r1 a SIZE: I REV: - 1,�,'. 2 3 4 5 6 7 8 9 10 I1 12 13 14 2 3 4 5 6,7 8 9 10 It 12 13 14 1 2 3 4 5 6 7 6 9 10 11 12 t13 2 3 4 _5.116; 77 8 9 IO It 12 13 14 2 '3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 i6 7 8 9 IO It 12 13 SCALE: HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SP'ktCLNG(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) 1:4 SHEET: 11 � 26 SECTION"A-A" �3ECTION"A-A"(S)j SECTION"A-A"(9) a �, _B`IT ;z; SS F''J',%ER-BELT 1. (2) D,?/ SCJ P �': h V rte" tilt/ D,45ECHENT, Villi J. Er•,IBEDrIErJT, ®N 4i 4 1 '? rilrJ ^c i 4 1;'2 N. EDGE DIST-1*- ED E G ._� O y Q j 1 7/lE �-- cTIQrJ-L OPTK)fl>L I PTIC!x1�L ; O gW = S_ P---)P RIVET OR 6 SS PDP RI•,EI C. _ p S5 r R!"ET ;;R ,0 o$ =1_ x ., cS 5t•,iS .1Z x -7 - SS S%ls G, =12 X - SS 51.15 `� O ?:1IN ■EK : 4 1 '2" PAIN ELSE DISTANCE) \1 _�� o�so on-- F E nEE SCHEDULE =? I.IuLLivN SP=-.NCH-PT SEE SCHEDULE -4 �� SEE CHEC!ILE t f.11-11-1-10, SP-.N CH-RT N�SP;�J CHART #44 LIJtJ, r CP RIVET W SEE SCHEDULE k-. — ff A) SEE SCHEDULE _ if �A � SEE S� ECULE �� — ) — �� A !) Z HOLE �1 0�%8" HOLE PUJG =' I` (i D OR E 1 J%3" HOLE PLUG J L ii D�; OR l( E� S;8" HJLE FLUG C)OR tU W U SCHEDULE#A SCHEDULE#A d F' 1}r ALUM Aum 6%j.TCTfr.-U"ss sMs Ur Aum - 1 t r ss sms W w 84,72 72 NOTE: MAXIMUM GAP BETWEEN CUT END A n r % ) SLAT SPAN(IN) $ I i SLAT SPAN(INI:I W - " - 108 OF POST AND POST BASE IS 1 /4" v Z i I IIA I j W .132 ' I o 96 ' za 108 156 j E- 132 1 .1681 C e 144' 156 I 1 < o SCHEDULE#5-MULLION HEIGHT CHART �C 'lin 1 Ijlll III�I I! life' II'!!lI Il.il� I `li"II I','.'1111: II :1' 6'c3"ENDMULLION,SECfION"A-A'(9) 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 i 48 j I 1 j HOLE SPACING(INCHES) HOLE SPACING(INCHES) SLAT FREE SPAIN(IN) G1 SCHEDULE#3-MULLION HEIGHT CHART SCHEDULE#4-MULLION HEIGHT CHART 3'.4"END MULLION,SECRON'A•A-(7) 4".3'END MULLION.SEC7'ION'A•A-(s) 60 ! i j'72 160:1 `� i -A.LAT FREE ! I ! ( I { N V 72 SPAN SaTIN� •SP0,f7 N(IN) o j t � � i 1 1 1 ai j I % i � I gq ' i � � i w •�1 S O O' 84 i I I ! __ l Iif I L 1 v. .. I 11201 ( 1 ! I I DRAWN: {{�� 1V I ! I I ! I 1 ! I DATE 05-07-04 144:1 , APPROVED _los: Izo I j o u6:1 I2)I 1 I r -.132 ! ( ( ( 168 ! i I j I DATE' C7 r if 1 i DRA uvcao-w . 3-01-0 1 c '156• �. I i I , _ t68� i I I I � I j ! f SE di;, :.IIS I .' I, .... ��_ ��;! 40, 50 60 70 80 90 100 110 120 130 140 40 30:." 60 70 80 90 100 110 120 130 140 150 160 40 5o 60 70 ' 80 90 lao 110 t20 13(1 140 150 160 l70 SCALE.' MULLION HEIGHT(INCHES) MULLION HEIGHT(INCHES) MULLION HEIGHT(INCHES) SHEET: 13 of 26 N H LLl tn'1 R 1W11 LL l W ) cr ME - O 18 I' j 4 1;2 hal .. EDGE DISTAHCE) =� �� 4 I �( SEF 01 iaL! L! �-?hI ED �f SEE 5 , �H.".RT � ,', N , . I TY, 0PTICPIAL1` � PTICn — '2• r�6 S ,P RIVET OR ;2, =12 x 4" S�IAS I� ' :I "2I x�3!4'• S . 1) 11. I I: w '' SEE SCHEDULE #S 1 f r-4 Q 05,%8" HOLE PLUG =1 I-- �F SEE SCHEDULE #82 A� -5- H,-)LE PLUS — E ' TY,P 04 U O A qw N W 0 SCHEDULE#B — O a UB-ALU4 A-[[N-6M3TdiTN4'SS Stas Z _t SCHE LE#7-MULLION HEIGHT CHART SCHEDULE#7A-MIDDLE MULLIONHEIGHT CHART ��`+! 3"x 6`FR6 ll -•�' 'I'�R ().(� AL'K) 3"x 6"AIIDDLE MJLLION.SE ON"B•B-(6) C SLAT SPAN IIN)! !1321+I20.; !I(IBj % i�lT2 i.6pii I '4811 1� ;132'I,R011 iI08 ' i96 .64x12 :60 ' !481 ' O SLAT . SLAT I43: ' ! SPAN(IN) I ''} I IJ I SPAN(IN) _ I N I I I \ 1 - 1160AIV 1 , '161880 180 `Zd.N l!1 III "i!j 1 111 IIf II!I . l ; l ! ,a 0 7 8 9 10 It 12 13 14 IS 16 17 lE 20 20 ?! 22 23 24 I O HOLE SPACING(INCHES) y! p cl In SCHEDULE#B2 susSCHEDULE#B2 I L-AWM O b.414x.4"SSSMS 1 - � I ! I N. I NI 'SLAT SPAN(IN) 1 ( - I I I 1 i 1 SLAT SPAN(IN) I I I ! -I , DRAWN: I I — o ' ' I OF f It _ I j - I ! i j DATE: a I I OS/0 O u T ! I g 3 APPROVED:j I DATE: Z 3 _0 TT I I I g I l DRAWING NO: =:i IE� I IS! I A ---t .j , 3-01-031 1.• :L!: ,I IIII�r :{ it J :If i I j , I I f ! SIZE REV: '.II I! II .i. l; lily I!i (il I !If'!' it !I� U:�I: !Iii III�I !(I il'llllil � V 1 I �� L�,.I;� ! I :I• I I I I 2 34 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 2020 n 2 -7 i 5 6 7 8 9 10 11 12 l3 14 15 16 17 18 20 20 u"! •! I ! Il:!.If, !...,� .,.t:n!,�,nl !,f ��J.!�. p.,I I�I;II vl�, B 80,.f; 190 100o 1410 120 133 M 0 140 150 160 170 180 � 80 90 100 110 120 130 140 150 160 17U0 IBO HOLE SPACING(INCHES) HOLE SPACING(INCHES) SCALE: MULLION HEIGHT(INCHES) MULLION HF1GEft'(INCHES) 1: 1 SHEEP: II 16 OF 26 j S4 PRING-LOADED STORM BAR ASSEMBLY I C U T Z e" D E E P S L i N N 2,R E T E CUT L�T S I _U t HE4DEP. — SCALE:1:2 j _ C'D x v ijn TO PR—ADE EN'S—CEMENT TYP. r - _.PRING c -1:j _ .z ;1 _ POP RIe�ET S�JO w i f W sN SCC I 3;� �--- 2.000 Uz—TSD l'1 =14 x 1" SS SMS ?.Cv .` �S¢ ' � I � � � • c 0 UO p 0mw Ca �. A IL i U ♦\���■ t1 ,FRT I S . : 1 Tj E USED AS REOUIRED i m U choo �i/4, x , � ,4.. PIPJ w Tj — - _0 , S — T , — z t1ll`, EN ENT .YP. TrIP 09001 P Z 2 3"SPRING-LOADED STORM BAR ASSEMBLY - S- SCALE:1:2 jury ^U- z—JRJ r Er r ET-- SCALE: TE ; r .,r ;IPIC Fn:,.. FdIJ ! c -;E:,IEIJI T`rP. 2, zz;1c POP No - -T� t; 7 14 x 1 SS �„� ^x -4 ? �__ --� j C a� s I 1 I i J� < o - i I d d I P ! g i t fn DRAWN: DATE F -______ APPROVED: (� `f DATE 8-23-6 PIN, - i I � DRAWLNGNO AB — 4 3-01-034 Y OR OR P Q ' — 'Q — _ J SIZE Rev: _ t B EPS - =;.FENT SCALE: l: 10 SHEET: 19 OF '26 H "BEY-'�,- — �' STORM BAR NOTES: 3'1 011.4" TAP .JN L SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. SH UTTER BOY TO 12" STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE SHUTTER B"�X '. TO i2'� � � I � r t� �v' C,iIN EhIBEC?;IENT� 4. 3 CR ICED FAST INTQ ,._,N RETE (SPRING-LOADED)STORM BAR ASSEMBLIES 4, _ •'tiR c SIDED � � m I Y ARE SHOWN ON SHEET 17,18,&19 OF 26. _, t 2.SHUTTER(S)SHOULD`NOT BE RbLLED DOWN DURING w M - WIND EVENTS WITHOUT REMOVABLE STORM BARS r $y IN PLACE.ROLL-A-WAY 1S NOT RESPONSIBLE FOR a �i LL a w SUBSEQUENT DAMAGE. o N !SECTION"D-D"(2) SECTION"E-E:J2 I QIrtv 0 ( ) f 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LtFt <H ¢v BUILDOUT MOUNT UP\ �� UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM ¢ 'm BUILDOUT MOUNT \ ` NO STORM BARS BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. o ` WITH STORM BARS 6 0 v 4.SHUTTERS WITH NO STORM BARS,OVER 72"WIDE SHOULD �' a USE SOME FORM OF HOOD SUPPORT,HEADER.TUBING OR O w n EXTERNAL SUPPORT. .lam 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR • 1 1 ! x i" x I x ( ! _r REINFORCEMENT BRACKET SHOWN ON SHEET 25 OF 26. INTERNAL .LUi,t AN-, vr/ ± I /^\,, ' ' _ �i� fit= e 6.SEE ALTERNATE SPANS USING 01/4-20 BOLT&NUT PER 04,05 m W i OR i X :; �I �i DETAIL"E-E"(4)SHEET 23 OF 26. ------------ 3 r er c� c;:F Ri TS _ �I moi' ✓� THRU SICEFR=.iv1E T Nt LF 'c j Z 7.ALLOWABLE HEADER SPANS FOR TWO SETS OF EVENLY ' ?) 1 x 3/4" SS SMS Ii I 1 -14-20 I' I SPACED STORM BARS MAY BE FOUND BY USING A REDUCTION 2 j , x 3/4" SS Bi LT TO .tiLJhl F'J T �; ! �\ OF THE PSF SHOWN BELOW.THIS REDUCTION IS OBTAINED BY �I I I SS .JUT TO HEADER F, : �- if 1 I USE OFA 0.85 MULTIPLIER. I r;3 14 x 3j4" SS S,IS f Ii (4) 01/4 TAPCON RAST, NOTE 6 �� II �� '1 3/4" IAN. EPdB C,%jE.\T, W tDi OR Gill OR�F i ; (I STQRKI BAP Va 24" Q.,,r. z D OR E OR p�F __11' 11 1 (H OR I L,'illl �� �� i I a U a fi 1' ' SEES 1 5 7/8"&7 1/4"HEADER SPAN CHART Q :HEDLL E� II II FQR P,II(J. SL SS O w SEE S�HED'.!L�� � :I I SEE STORM BAR NOTES I , ! �-- n SECTION"E-E" 2 L E A R P.. E IB"ALUM ALLOY 6005-?5.914x314"SS SMS O 944 SHEET & ti 26 a ►� W SHEET 8 OF 2E I77-1 U 0 1L4SS I! I ! �tiL.�SS o STORM BAR M--1 LENGTH(IN) 9 . � _ >�OR ,�;OR .�I — 120 I Ij li .9 ! -_- - ( G _� e G E 144 e e a c tI)I '^ v c E c G 72 66 rn f i tr t7 72 N 84: 96 z Ig W ALT.SILL DETAIL I � I i !' i�j ALT.SILL DETAIL SEE S c 1 :r o _ G SEE �3HE �� 111P1. �i 1 1111 II11 Illi.l " I' "f'i III III. 1 Hil;ll 11111 ,� 3 •O w-2; F LES I j 1 E_P- ; 70 90 110 130 150 170 u+ y F_F 4 11G I rS LE"" ! II -- � ,I i i I44 II S H E E -r " HEADER LENGTH(INCHES) O� O .HEET Aad �i 1 ii i SEE STORM BAR NOTES i' t I'N. _ I II i j SEE SECTION"C-C"(5) FOR LIMITATIONS DRAwN: SHEET 17 OF 26 �� G OR �H OR I -� f` •'IABOR AD ! Dire G -10 Ca —� J If •f APPROVED: DATE: DRAWING M. -N 13-0 11031 SIZE 4 i ;4' T_"--___N z B 1, 4' x 2 1,/4" TEFL r^ 1 z 4 I,IiN. EIIEFGI,I NT. _ — SCALE Zl I SEt,t &-R, L i '2' 11::10 . SHEET: REST, 1•. 21 (w 26 SHUTTER B DX TO 12" E.-;,_;-TER BOX 4. 5 ��R 6 SIDED 1 4. OR = SIDED 11 a ui c cLu __a = ALTERNATE i S m 3 CSIECTION"D D"(4 J I id 1 SECTION"E-E"(4) - 5 7/8"&7 t/4"HEADER SPAN CHART F to Ir. hULLION MOUNT � li vJLLION MOUNT � ( ( euwSECTION SS SMS a _ 1540 STORM BARS I it I WITH STORM BARS O .� w IP STORM BAR . - if m � ; 1 2 x 1 x .1 x 5.. I Ii I I _ ! •�I� � hTE=N°.L LUt.1 AWZLE r1 �'� /� �OR ' =j =66 SS FOP RP ETA _ i� ��� I IDEFR1"4t1E TO ANGLE & 1. x Z/4* SS SMS j( ' i! /';' TO .�LUF,I POST c 1 4-%? _ _ � �, `� �, 1 J ',; OR 6 K (BEYONi , SS NUT 10 -'' l PCST, NOTE 6 ' r al LER NOE TYP. = 60 r � II G �J OR \E)OR _j, J _ 0 O (C7 i�OR((K I� II 94.. o_ 1 — i t0s % Q' SEE SCHEDULES ( = 144 132 I FOR P.1,N GLASS I !i II uii ,�� 1;.II�ni,;nl n�.n�l.nu Itn I I CLE RAN CE I;I SEE STORM BAR NOTES I.I ,I i I 70 90 Ito t30 150 170 SHEET • & 8 OF 26 ( i GLnSS A �' � I �11 it �,-E H -- I ~�— tB:.+DERt.ENcrtt(INctffs) W Z A 1 IdA. GLASSFcR t11N. CLEAR;NCE I I �� �LE_F E 1 57/8"&7I/4"HEADER SPAN CHART I SECTION"E-E"(2),(3),&(4) Q Qi ! _ _ -6 � IIB•ALUM ALLOY 600545, 1"SS NUT&HOLT STORM BAR < v 4 --1 ! . - I - Mi ° c2. v oVA N A: I a 6 < C N 1 TYPTOPi E0TTOhA P TSU= =L Gh1 - I 0 I I ! NI I I STORM BAR INOTES: I 1 4•- 1.SHUTTER SSECTIONS ARE SHOWN WITH FIXED STORM BARS. I„ i STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE o - ! 1 (SPRING-LCAADED)STORM BAR ASSEMBLIES&MOUNTING sa ARE SHOD ON SHEET 17,18,&19 OF 26. I 2.SHUTTER(6S)SHOULD NOT BE ROLLED DOWN DURING WIND EVEWTS WITHOUT REMOVABLE STORM BARS _ ! i f 108 IN PLACE.•ROLL-A-WAY IS NOT RESPONSIBLE FOR 120 DRAWN. OF SUBSEQUiENT DAMAGE. I i J 132 DAA 3.REMOVING SPRING-LOADED STORM BARS REMOVE PIN,LIFT 08-10-04 UP ON STOIRM BAR,WHEN BOTTOM FEET CLEAR THE STORM I t`u. APMOVM i ! BAR BASEiIPLATE,ROTATE STORM BAR OUT OF OPENING. � _ I � ! DATE, -A7 - 4.SHUTTER§' WITH NO STORM BARS OVER 72"WIDE SHOULD USE SOMIr1FORM OF HOOD SUPPORT,HEADER,TUBING OR — EXTERNAL L SUPPORT. 1, ,.��.,,,� _I,,1.��1' 5.FOR LARGLER ALLOWABLE HEADER SPANS USE EXTERIOR 7090 110 130 150 170 3-01-031 REINFORC -MENT BRACKET SHOWN ON SHEET 26 OF 26. HEADER LENGTH(INCHES) SIZE I REV: - 6.SEE ALTEI&NATE SPAN CHART IF#14 X 3/4"SS SMS ARE B _ USED TO MLkKE SIDEFRAME TO POST CONNECTION. 1:10 SHEET: 23 of 26 j BUILDOUT MOL 'WOOD SCREWS SHALL BE CEN-ffRED IN 2"FACE.OF STUD. REINFORCED HEADER � ,-:0N,-FETE G CONNECTION E -GE GIST=. 2NCE i m " ` Z z PAINw * r • re Ed 4 IHCB SECTION m ! HC II g m� a. o G ORit�: ;' Now ■ D OR E o ST UC; ' w tL, r14 ---� — .l 1/2" rvlir. EIIJEE ,17--(IT. Z C0 b;.kETE GR CLOCK ,2" P11N. Eb,IEE raEPTI p 1 � _ i SPLIT BUILDOUT MOUNT I � W (i N -J L fw OR X;} _ -` =14 x �:'c" ) - REINFORCED HEADER CONNECTION Q a+ Ur-� HCB SHUTTER EO� —I __ I L - -_ _ I i -moi �„ �- � /•1 REINFORCED HEADER-SCHEDULE#4 ! G ! �HCSB SECTION F+i 5 7/8"&7 1/4"HEADER 1 z G < I/8'ALUM ALLOY 3- .1114 x 3/4" SMS T11 G G G STOF:M BAR LENGTH(IN) HCSB j - t ami D !'OR E — r G OR;! H ''OR I pp Z `p � ; j � W C C► cl jL 40. Isr Ini ► Aawa ",b tn ! ! To 156 I 8 r- X% I — '4 S —I ----7 -- -- --- wtwwN: OF en I i I I i120! OS-lO-04 I I I `-•- _ r +Crl 144, APPROVED. 168— N �- DATE ;I!f !li iil'�!!I,�r fI.IIII�II I�IIii il,l!,;ii ' ,•. fi �' ;! II �Ilii��.'''T ° �. 0)-z5--Cf G NO- 90 100 110 120 130 140 150 160 170 _ — Tr 3-01-031 HEADER LENGTH (INCHES) N _ W OR X : j SIS. Rev: — HCSB j — '4` 14 x ? ;4' Ss c,.l' B - i SCALE 1:4 -- HI.ITTEk E--X — W ii OR X . � Sir: 25 of 26 TYPICAL M, 11,TTPLB UN7 (; ;TYPICAL SINGLF L--= ELEVATION ELEVATION (NO STORM BARS REQUIRED) (NO STORM BARS REQUIRED) __ (UNITS 2L4,RE CENTER PAOST) m a Oti Mtn a3 4gL IDV! S l'! W IJ = Z Y v 4a A A _ A . al o a U W13.U � MAX. SLAT SPAN MAX. SLAT SPAN W u MAX. SLAT SPAN 3" OR _ Q OR a U 3" SEE SLAT PERFORMANCE AND SEE STAT PERFORMANCE AND 2 1/2• JL SEE SLAT PERFORMANCE AND 2 1/2" ATTACHMENT SCHEDULES ATTACHMENT SCHEDULES A17ACHMM SCHEDULES W SEE GENERAL TYPICAL.MULITPL:E UW 0 Et.EVATTON VAUNTT NOTES PAGE 2 (UNITS(STORM RAM SI '� z (%TORM BARS REQUIRED) S Xw 1_ p N J , �z ti x x A fy A -1 A A DIu7+a G l` AMWVF.D r1 DAR rJAAWW W. _ 3-01-031 3" OR SLAT SPAN 3 OR SLAT SPAN — SLAT SPAN iw*. on 2 t 2 1/2" B MAX. SLAT SPAN SEE SLAT PERFORMANCE AND TRACK TO TRACK TRACK TO TRACK �`"E' '�'=I'� TRACK TO TRACK ATTACHMENT SCHEDULES `"F`'r 1 �* 26 y I c .500 - c �. ' 8nz 11 { �r .574 -Lrr .365 ` F .08;*8Z�.. { .088 99'6 01��' .0 039 I .050 2 2.165 k F�Z 2.i 55 ( 125 j .123 , .125 { .363 ci� $LAT SYSTEM I TRACK SYSTEMIITRACK SYSTEM I DOUBLE TRACKPSSDERSLAT LOWER SLATREBAR $� UPPERSLSLATI [6 C MBMLro,606z-T6 E) ALUMLVtREND dG063T6 ® ALUMNL'M6D63T6 ALUMIA'TION END RETENTION END��M606 T6 AI pOLYVINrYLCHI.URIE ALUN04UM6005-T5 E) ALUMIN ■ 3.000- _ 3.000 6.000 -- - - ----- 2.000 -- -- _- -- - - - -- - - .125 2.000 - _ U _ 3.000 4.000 125 125 3.000 4.000 .250 Q 0 1000 J 25 i W 1.000 v z .125 I 125 + U .00 1"x 2"1.125" < _ arlctti= vtr DUTY 3 MULLNON31" 6005 TSD (K 11 Mf1iJALUMINUM W-TS 3"A 6"HEA � ALUMINUM6063-T5 T4SII 1"x 3"1,125" TUBE 2"x 3"x 1/8" 1 TiTBE 3"x 4"z 1/8' ALIIId1�R' titJJ T f3 H UM6005-TS ALUMIhUM6063 4 ® . ALUMINUM 6063-T6 ALUMIN � � . Z 0 5.000 4.866 .078 z 4.000 2.700 # 096 3:000- j 1.375 1.200r� 1.500 _ r - 2.165 x.125 t92 I -.,100 -� 195 049 2.000 } 3.000 - -� 2.653 k 1.000 O -�- .093-{ { t 25 ANGLE .125 3"STORM BAR INSERT US6o SLAT ` /� MULLION BASE 3 x 4"(tri 3IR 7 3"STORM BAR Q ALUMINum 6005-TS A2 ALUMINUM 6063-T6 � ANGLE 1'x 1 1.R"13(32" � 2"x 3",4"OR 5"z IIB' (O j MULLION SASE 3'x b"(Ir5 71i6") p AI L'M[NUM 6005 TS {� ALUM INUTM 6063-TS ALUMINUM 6063-T5 ALUMINUM 600S-T5 43, , H� 1.243 100 -- 1.198 .125 .i00� .125 111 j 1.500 � 1.500 1.22$ ji 11.2411.500 .125 "_ .35 50 0 .385 - 125 -I- 150�1' 3.50tl--- 5.875 �---4.647 F" -I 2.698 �-- 4:000 --� --- 3.286----� wa. �•�-Cr° 4"FDMD STORM BAR BASE, O 3"FIXED STORM BAR BASE, STANDARD HEADER S 7)8" ANDARD4"STORM BAR 4"STORM BAR INSERT (UaENG3 y/3� 3ALLOY 6W5-TS ALUMINUM loos TS 3-01-031 p�NMH-259") ) ALUMINUM 4=45 T ALUMINUM 6063-T6 \•J ALUMDWM6W5-T5 ALUMi1N tM 6063T6 scux. 1,4 sumer 26 r � 2 � 15 b _.3 .39 .125 — �.� 4 $$ .125 — — 3 q " AE 112-x3"POST Lam------ 4 6063=1'5 ALLOY 2"x 4"POST 6063-T5 ALLOY " u a z w H a. � z �, •2 } � END LOCK - NYLON Q L7�� T_-1 I--.182 } OS , 7 o Qy U I .05 1.421 1 PS--T MRET6:MON DETAn. 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Ill�tii - lv 0,figg—ft aa•!� E't��rlR:'�!■!:■ \�:+:�iVa"tlis!�■ '1�1.��isa■■m1s■ ,!!!I r'it��ief:�■ri��■ r';,\j\;�"��Mi4lr?'MI■ 1i \t\w►i■!i�!"�■ ■!!!4R+ T ftn!'"! firfi , tR! ,, Its Ifit'"rfl';"�,s n,!i '+��„:rrw.'og1■ !t\��:i:+r`!•M•:Lo41■ 1t9��tti'►:!++:i�.�i!■ � E"R t'f4■ '1'#�t!�SA�"M413" 'Y'fr"M ,� �"`.'�.C■ 1iia:�ri��a■ �,.,1�..=1�rsf►�IEwre:�■ `� ■t it!A! (3) 03/8' SS POWER-BOLT Zai' gg� (2" MIN. EMBEDMENT, 1 R 4 1/2' MIN. EDGE DISTANCE) O2 3/16 - OPTIONAL OPTIONA! OPTIONAL • Y (2) #56 SS POP RIVET OR (2) /12 x 3/4" SS SMS (2) #56 SS POP RIVET OFF p (2) /56 55 POP RIVET OR n L (2) #12 x 3/4" SS SMS' / (2) f12 x 3/4" SS SMS 1f (2) 03/8" SS POWER-BOLT i 171 (2" MIN. EMBEDMENT. O " IC O4 1/2" MIN. EDGE DISTANCE) O MULLION SPULE AN CHART SEE SCHEDULE RT _f SEE SCHEDULE /5 )PAGE MULLION SPAN CHART MULLION SPAN CHART #44 ALUM. ___POP RNET (2) 03J8" SS POWER-BOLT(2" MIN. EMBEDMENT 4 1J2" MIN. EDGE DISTANCE) 1 5EULE �ASEE SCHEDULE M PAGE 11 OF 26 SEE SCHEDULE #A OF 28 PAGE 11 OF 26' 05/8' HOLE PLUG tD)OR d/ OS/$" MOLE PLUG Q OR O 05/8" HOLE PLUG {p)OR(B) O .d/ (1) 01/4" EMB. §LCO TAPCON `~/ V z (].4 (2 1/4" MIN. EMBEDMENT, Q 9w 3" ED(AE DISTANCE) Q SCHEDULE 4 3 NOTE: MAXIMUM CAP BETWEEN CUT END p MULLION HEIGHT(IN)N) OF POST AND POST BASE IS 1/4" w A. p s:A7 srAN{3147-A-I.(T 1,txl S76RM eA7ts PSF 48 54 60 66 72. TB 94 . 9C 98 t(a 170 132 144 . 150 759 10 2400 240.0 2400 NOO 2400 2430 235,8 - 184.1 780.1 134.2 119.6 1063 877 910 85-3 O t5 24110 240.0 2400 24D.0 210,0 1733 .1$3,2 ' 131.9 1203 103.4 93.2 boo 704 791 89.3 W 20 240.0 2434 2400 240.0 164.5 140.4 120A 107.4 98.5 6i1 79.7 72,5 67,5 63:4 599- -- 9 O 29 240..0 240.0 2404. 1691 130.9 1140 tOt,9 SZ9 96.5 7.1 2 61.5 802 56.9 53.6 0 30 2400 24x.0 -182.2 1358 154,8 91.0 aes 830 77,2 69.3 - 3 7 54b _ 51.3 .2 35 2400 242.0 1495 118.3 1 88. 4 5 81,2 -7-Sr- 1.0 63,8 58.4 54.2 494 "1 - 89.8 ` t 40 '.240.0 1555 1200. J .390A 82.0 1746 70.0 04 S85 544 494 43.5 39A 35.0 p i 43. 187.8tt5.1 833. 821 7S7 70.2 855 1,8 558 507 43:9 38,8- 34. 31.2 5 50 240.0 13.3 .1049 888 82 To.7 5 617 68.3 58,8 - 45.6 39,3 344 31.3 .29.3 - � 9D 1983. 171,8 88.2 77A 80.0 6319 493 S6,7 521 44.5 360 33.1 293 26.3 23.8 9 SCHEDULE 9 S . i0 '31.7 2 .685 83.1 68.3 .54.3 51:0 -458 .38.1 326 28.5 75,3 227 20.7 .e MULLION MAXIMUM HEIGHT(IN) 110 -1 9. 72.5 -63.7 i 44.0 308 33. 5 ,0 22.3 20,1 16.3 SLAT SPAN{6Q-A,J491;Np STORM EARS 90 95.2 9 88 58.7 94.7 4719 435 390 .2 ?4b 255 ?1.4 200 8. 164 ." p8c. p .E,40 D 72.0 O 640 964 960 t .200 1 410 .156 t 110 BT,f 71A a2.1 55.9 .S W i. 9 36,1 31b 28.7 230 3 19,7 784 14. 10,0 2 0 .0 24DA 2144 - 0 A 2400 14DD 3 194E. ,.1764 16th 150.4 iH: 12i.9 -1 .3 0 ISO 110 867 . 88-7 -t 45,8 98.8 354 31,8 28.8 24.3 110 79.5 163 ISA 13.7 8 15,0 0 2. A 0 .5 4 D 1 D 1930 l t < 1 3 it 1 120 .6 821 351 461 413 26.5 32.3 29.1 26,4 223 193 17.1. 33.3 it's 12.7 t'7 300 0 2104 . .240. 83. 186.7 1$31 -1439 S3D3 1 7 1115 04.7 09D. lQ.B O 130 669 . 592 52.7 14:2. 98.3 33. 288 14.1 247 179 168 14.2 129 11.8 9 25.0 O A 0 ..1T. ... 1 8 t 1 7 1273 11 1 4 %, 1 84.2 140 56.8 49.2 41.0 35,1 34.9 >7. A 22.7 19,3 56.7 14.8 13.3 12.1 .11.1 36.0 210, 1074. 1859 1 .7 129. 3 1145 104.9 7 4 a 60.7 4A 3S.D 40 .137.6 1 8 11 6 6 714 4 .. - 404 ! 1 1 1486 1 .7 143.3 t 1 83. 7 !Qi 70.5 .7 St SCHEDULE • 4 45.0 1A 179, 1 0 - 1 .1 7125 1063 1 4 95 'X87 15 1,2 628 59.1 SOA SOD 1 t o t r - <3 4 2 741 two 6 54.7 4 A O,r- RMJLL{ON MAXIMUM HEIGHT(IN) 644 1 In 1 7190 1073 A 9 87.9 A 830 792 724 61.7 517 47 s $UT.SPA71(N)-I]-A(9t-NQBTOR6t BARS 70,0 t 7790 10/.6 97 z 804 79.7 7sz 0 9 462 4 4 .9 33s _ � 7>6F 480 64.0 BD:G BB,O 720 78.0 61.0 .90.0 96.0 1060 1204 132,0 1444 1S9 188 804 1 99. 90.4 .3 > 45. ! 6 ted 144 2440 240.0 7ffi0 240.0 240.0 2400 240.0 2062 774,7 140.0 123.4 111.2 1ffL3 853 998 96.0 .f7 f022 T9 i49 703 63.6 573 M1 414 39.4 29 �6 .6 15.0. 240.0 240.0. 2400 240D 240E 188.4 1 1.1 1372 1253 106.0 974 884 021 774. 727 0 10C.o t A 958 .7 N.O. 748.. 4 631 57.1 517 4 7.4 20.4 283 200 2400 ;wo 240.0 240.0 3 2 .1453 125.4 112.0 1022 81.1 A 159 70.7 66.5 624 7 1100 1 A 906 82.2 - 7At � Tt0 51.8 A 395 - .1 1 24 2 5 73-0 .246.0 240.0 0. 1743 136,5 718.9 . 106.1 96.8 003 802 73.1 672 83.1 .59.9. 562 5 12CD 100 B 7 753 7 47.4 43 - 4 1.0 300 24DJD 240.0 1977 - 7400 1784 t63,0 93.8 96.8 N.7 72.4 963 815 671 541 Spp 3 1360 94b 1 6 48.4 43.4 38.7 336 29 256 23,1 A9 1.2 *.0 0 15" 1 3 10/,3 922 sA1 790 .742 88,8 91,1 56,7 - S32 47:7 43.0 .0 1400 D N. .9 A St.4 30.4 457 406 .9 313 2 4. ,6 1 19.0 8 fOD 2460 195.8. 1327 7070 14SAS 61 774 73.1 622 .0 53,1 47.1 4 D 3.9 4 - 454 2380 10-2 ;118.7 -A .9 732. 984 844 SBA 53.7 479 420 37.5- 33.9 . f 50.0 .9 4 100,1 10 96.7 64A 0 A 40.9 42.8 3.B 318 20.8N.O 1 7 .114.. 91A -5 4 1 681 - .1 464 413 :36: 31.8 284 .6 �}�..f�.�# 704 1388 - 91.4 724 ,6 .8 63.8 N7 412. 35.3 9U,9 27:4 242 4ND .7149 75:3 ' 68:3 .5 329 M.0 43.3- 36,3 1R 27.1 241 21A 798 2 ..A��90.0 864 T6. 818 2 .9 475 42- A - .372 27.7 24J T,6 19S - t7A 3 0 DATE1100. .9 74.1 644 2 .2. 42.5 361 346 29b 29.0 52.0 99b 177 18.2 . 7 1100. 837 N.5 611 554 -. 35 30,7 341 31:3 36A 228 1 i8:b 163 74.97120.0 1 4.0 57.5 42-5 S 3 i',7 - .8 243. 2tA 185 16.6 150 31 DRAW"ru130.0 1 91 . 40.5 6 324. 20.2. 28.8 225 165 172 15.4 140 /2s 6 '2-01-0314400 8SBA 527 4503.8 90.2 7-1 24,7 IQ9 18. 36.1 14.4 13.7- 724 J 1 _ 1 - 1u78. REN. B B 1:4 stt66r_ 13 - 26 1 SECTION BB'{1)��i! SBCi70N'B8"(2i'• ••-CHARTS-BASED ON EOUAL SPANS AND-#'WD_SCREWS SHALL BE CENTERED IN 2" DACE OF STUD z _ a4 EDGE EDGE A' DISTANCE DISTANCE 3" MIN. • e 3" MIN. 4 > .. a .. e CONCRETE BLOCK, v a. CONCRETE BLOCK •, s POURED CONCRETE, Jt' POURED CONCRETE, OR WOOD STUD OR WOOD STUD STUCCO STUCCO !3 OR H ORO [G 7 011! H)OR 1 I ) E3J SEE SCHEDULE #81 SEE SCHEDULE #61 V Z _ z z, c=-^- .C) SEE SCHEDULE SEE SCHEDULE /82 0 ! 05/8" MOLE PLUG 1 !/ rt5/6" HOLE PLUG V TYP. z Q SC:E�iFtt gg��'�jj�l8i g� 1g � � �i M•w>ti nar COMMt64o�71i� Q rm>rlroaor!['la'f.�•eo�4s�rt +ioopwM. ml A i R R � � ; P uwr 3YAir Q4) S cur+! $ bait srAn(14) 8 8 � " s >? R S g g >awrstwtr0 g t $ 7 6 9 10 it-t2 13 14 13 It,17 11 m 20 21 22 21 24 2 3 4 3 6 1 3� +4 10 11 12 13 14 1 3 4 3 6 1 3 9 10 11 12.13 14 1 2 3 4 S 6 7 11 0 W 11 12 13 110183FACM(MCHM) HMSPlaNFtr+alHSy. 110[.EarAcalotl7x s1 -=2 SPACM MCHIA. L1c Ma 61wroAtc tui DAY c�.3 KJ 04 Ar1loYna DiJ` as 0/A7rpg11u 3-01-031 1a sx a >R s > 9 -L! mm Ju 2 3 4.3 6 7 1 0 10 11.12 it 14 13 16 17 19 21 2t 2 3 4.3"6 1 6 9,10 11 12 13 14 13 16 11 11.21 SI SC's 1:4 WILES9ACIPMORUM "m S►AIBIB orQ60) - SfIFIF. 14 - 26 6 *CHARTS EASED ON EQUAL SPANS a m Y /� • �` G ., � [ I ) OPTIONAL { 1 j OPTIONAL \� (2) #56 SS POP RNEf OR n v v (2) #56 SS POP RIVET OR (2) 112 x 3/4' SS SMS (2) /12 x 3/4' SS SMS 'H V (2) 13/8' SS POWER-BOLT (2) MIN. SS POWER-BOLT (2' MIN. EMBEDMENT, (2" MIN. EMBEDMENT, 4 1/2' MIN. EDGE DISTANCE) aim 4 1/2" MIN. EDGE DISTANCE) ® SEE SCHEDULE 0 6 SEE SCHEDULE # 6 SPAN CHART BELOW SPAN CHART BELOW U ..3 --- a Q z SEE SCHEDULE III t O > SEE SCHEDULE X82 n SHEET 14 OF 26 !! 04 015/8" HOLE PLUG 15/8 HOLE PLUG F, TYP. u LLQ ��p�,gNg o v Rur NOTE: MAXIMUM C>�,AP BETWEEN CUT END, v W o a s >✓ OF POST AfI� POST BASE IS 1 �4 31ATi►AK(H11 -0 Z, s s: 7 i f 011..12 13 14 1$34 1711 20 V 21 2223 W NOfE SPACW61Clif71[ii) f•• 6 �l t SCHEDULE # 6 MgjtMUM MULLION HEIGHT(IN) „ SLATp�TH FOR B-B(3)8 B-B(4)-NO STORM BARS �' PSF 48 54 60 66 72 78 84 90 96 108 120 132 144 158 168 180 0 0, 10 240.0 240.0 240.0 240.0 240.0 240.0 240.0 N22 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 15 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 235.5 228.9 222.9 217.5 212.8 A a 20 240.0 240.0 240.0 240.0 240:0 240.0 240:0 237.6 228,6 220.8 214.0 2DB.d 200.2 193.0 186.5 25 240.0 244.0 240.0 240.0 240.0 236:1 230.5 220.6 212.2 203.8 194.5 186.3 179.t 172.6 166.8 30 240.0 240.0 240.0 234.7 228.1 222.2 216.9207.6 196.1 186:1 177.6 170.1 163.5 157.6 152.3 35 240.0 237.9 229.9 222.9 218.7 21).1 205.4192.4 181.5 172.3 . . . 141.040 238.4 227.6 219.9 213.2 207.2 199.3 192.1 . . 179.9 169.8 161.2 .153.8 147.3 141,6 135.5 131.9 7± 45 227.3 218.8 211.4 203.9 195.4 187.9 181.2 175.1 169.6 160.1 152.0 145.0 138.9 133:5 128.7 124.4 50 219:5 211.3 202.6 193.4 185.4 178.2 171.9 166.1 160.9- 151.9 144.2 137.5 131:8 126.6 122.1 117.5 AMOVM SO 206.2 194,7 185.0 176:8 169.2 162.7 156:9 151.7 146.9 138.8 126.9 115.5 106.0 97.9 91.0 84.9 wre 70 190.9 180:3 171.3 163.5 158.7 150.6 145.3 140.4 135.5 120.7 108.8 99.0 90.8 83:9 78.0 72.8 75'C)z34 80 178.5 168:6 18D.2 152.9 146:5 140.9 135.2 126.3 118.6 105.5 95.2 86.6 79.5 73.4 68.2 63.7 tlxAr2aG YD 80 168.3 159.0 151.0 144.2 138.2 929.3, 120.2 112.3 105.4 93.9 84.6 77.0 70.6 s5.3 so:8 56.6 3-01-031 100 159.7 150.8 743:3 136:8 125.8 11B.3 108.2 105.1 94.9 84.5 78:1 89.3 63.6 58.7 $4.6 51.0 sem. Art: 110 152.3 143.8 136.6 124.5 114.4 105.8 98.3 91.9 86.2 78.8 69,2 63.0 57.8 53.4 49.6 46.3 B A 120 145.8 137.7 125.3 114.2 104.9 96.9 - 90�77.32 1842 79.1 704 63,4 57.7 53.0 48.9 .45,5 42.5 scut 1:4 130 140.1 128.2 115.7 105.4 96.8 89.5 73.0 65.0 58.6 53,3 48.9 45 2 42.0 39 2 soar 140 133.4 119,_01 107.4 97.9 89.9 83.1 67.8 60.3 54.4 49.5 45.4 42.0 39.0 36.4 73 26 SECnON"s B"<6r' G ' Q Ym 'l a (4) 03/8- SS POWER-BOLT oil $ T m C> (4) 03/8- ss POWER-BOL (2 MIN. EMBEDMENT, (i/2N MIN.EMBEDMENT.EDISTANCE) 4 1/2- MIN. EDGE DISTANCE) 9 ® © SEE MULLION SPAN SEE MULLK)N SPAN CHART BELOW CHART BELOW OPTIONAL OPTIONAL (2) #56 SS POP RIVET OR (2) /56 SS POP RIVET OR ® ® (2) /12 x 3/4' SS SMS ® (2) X12 x 3/4- SS SMS (Z1 u -- zz > -- x SCHEDULE B � O SEE SEE SCHEDULE 082 ® V 05/8 HOLE PLUG Q 05/8' HOLE PLUG E)TYP• Q W., u MAXIMUM MULLION HEIGHT(IN) O SLAT WIDTH FOR B-B(5)8 B-B(6)-NO STORM BARS W PSF d8 54 60 66 72 78 84 9Q 96 108 120 132 144 156 168 .160 () W 10 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240,0 240.0 240.0 240.0 240.0 240.0. 240.0 240.0 240.0 Q a _ 15 240.0 240.0 240.0 240.0 240-0 240.0 240.0 240.0 240.0 240.0 240,0 240.0 240.0 240.0 240.0 240.0 20 24D.0 2400 2400 240.0 240- 240,0 240.0 240.0 240:0 240.0 2,00.0 ?40.0 24Q0 240,0 233.5 225.7 z 240 240.0 240.0 240.0 240.0 240:0 240,0 235:4 225.4 216,7 208,9 207:9 2 ,r,,;,,, -,Hy,,�,,. 25 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 24(1:0 237.2 225:2 214.6 205.8 197.8 190 7 184.3 S 30 240,0 240.0 240.0 240.0 ff 35 240.1 240.0 240.0 240:0 240.0 240,0 240.0 240.0 232.7 219.6 208.5 198:9 190.5 183.4 178.5 170,6 a s1 R R # Isrrera+1 240.0 2400 232.5 224:7 ?17.7 205:4 195.0 186.1 178.2 171.3 165.! 159.6 13 40 240.0 240.0 240.0 240.0 45 240.0 2,00.0 240:0 240.0 236 4 227.3 219.2 211.9 205.3 193.7 183..9 175.4 168.0 161:5 155.7 .150.5 50 2-00.0 240,0 240:0 233.6 223.8 215 2 2Lt7.5 200.6 194:3 183:4 174.1 168.1 159.1 152,9 147.4 142:5 w si 50 240,0 235.6 223-8 213.6 204.7 196.8 189.8 189.5 177.8 167.7 159 2 151.9 145.5 139.9 134.8 130.3 70 230.9 218.1 207.2 197.8 169.5 182.2 175.7 169.9 164,6 155.3 1474 140.6 134.7 129.5 124.8 120,fi o J 8 177.3 170.5 164.4 158.9 1539 145.3 137.9 131.8 128.0 22f.1 146.8 112,8x N BO 216.0 204.0 193.8 185.0 9 90 203:7 142.3 182.7 174.4 167.2 260.7 155- 149.8 1451 137.0 130.0 124,9 118.8 114.2 110:1 106.4 100 193.2 182.5 1734 165.5 158.6 152.5 147.0 142.1 137fi 129.9 123.3 117.7 112.7 108.3 104.4 100.9 R 11111f11111111110 184.2 174.0 165.3 157,8 151.2 �45A 140.2 135.5 131.3 123.9 117.6 1122 1QT.5 103.3 99.2 92.7 a a r 1i u 11 u u 16 r1 a»m 31 z2 n z4 120 176.4 . 1$6.6 158.2 151.1 144.8 139.2 1342 129.7 125.7. 118.6 112,8 107.4 102.9 97.9 91.0 84.9 11ot�arecratuxamll 130 169.5 160.0 152.0 145.1 139.1 133.7 129.0 124:7 120.8 114.0 108.2 103.2 97.8 90.4 84.0 78.4 421 140 163.0 153.9 146.2 139.6 133 8 128.6 124.0 119.9 116A 109.6 104.0 99.0 90.8 83.9 78.0 72:8 12 M� R � �f $ I jAATSrANrj 8 >�7 NOTE: MAXIMUM GAP BETWEEN CUT END OF POST AND POST BASE IS 1/4" n� D� v�-rh-m s mweem s 3-01-031 A, RIn lit In III u W 2 ) 4 5 4 7 1 16 u V u N 11 16 17 14 10 2G 2 3 4. 6 6 7 ! 9.10.t! 12 13 H u 16 17 It 10 m �'�'E� 1:4 naisau�wca+olesl >u>iaHmlot> s>a7: 16 - 26 SECTION"C-C"t3) SECTION"C-C"t4) FIXED STORM BAR REMOVABLE STORM BAR SEE SCHEDULE 010 do III � 0 & /11 m SEE SCHEDULE 1 � Z 4" STORM BAR SPAN CHART 4' STORM BAR SPAN CHART o J \./ U (D � SEE NOTE 2 BELOW O 0 SEE SHEET 19 OF 26 n FOR SPRING-LOADED -w 1$ STORM BAR ASSEMBLY " U AS REQUIRED 0 (D AS REQUIRED (2) 03)'8' SS POWERBOLT 0 (2) 43/8" SS POWERSOLT (2" MIN. EMBEDMENT, (2' MIN. EMBEDMENT. W 4 1/2' MIN. EDGE DISTANCE) 4 1/2" MIN. EDGE DISTANCE) u +-3 TYP. CONCRETE TYP. CONCRETE (4) #14 SS SMS. (4) f14 SS SMS, Q O, 4' STORM BAR OR O 4" STORM BAR OR (6) 014 SS SMS. ® (6) 114 SS SMS, .-r .4- STORM BAR W/ INSERT 44- STALU . TYP. AOLRUM BAR W/ INSERT U Z 0.'L 4"STORM BAR PERFORMANCE SCHEDULE#10 U W Q fMUM DESIGN PRESSURE Q W E~ FIXED OR REMOVABLE MARC (PSF) GL, SECTION-C-C-(3)&(4) TRACK TO TRACK-2 SPAN (IN) O C4 uC4 48 60 72` 84 96 108 120 132 144 156 168 48 413.6 330.9 275 236.3 206.8 183.8 165.4 150.4 137.9 127.3 118.2 U 54 367.6 294.1 245 210.1 183.8 163.4 147.1 133.7 122.5 113.1 105.0 W 04 60 330.9 264:7 220 169.1 165.4 147.1 132A 120.3 110,3 101.8 94.5 Q 4'STORM 66 286.5 229.2 191 183.7 143.2 127.3 114:6 104.2 95.5 68.1 81.8 Z BAR HEIGHT 72, 237.8 1903 --1581- 135.9 118.9 105.7 95,1 86.5 79.3 73.2 68.0 g 78 200.3 160.3 133 114.5 100.2 89.0 80.1 72.8 66:8 61.6 57.2 84 183.9 147.1 122 105.1 91.9 81.7 73.5 66:9 61.3 56.6 52.5 96 138.9 111.1 92. 79.4 69.4 61.7 55.5 50.5 . 46.3 42.7 39.7 108 108.3 86.7 72 81.9 54.2 48.1 43.3 39.4 :1 33.3 30.9 120 86.7 69.3 57. 49.5 43.3 38.5 34.7 31.5 28;9 26.7 24.8 132 70.8 56.6 47. 40.4 35:4 31,4 28.3 25.7 23.6 21.8 20.2 144 58.8 47.0 39 33.6 29.4 26.1 23.5 21.4 19.5 18.1 16.8 z 156 49.5 39.6 33. 28;1 24.8 22.0- 19.8 18.0 16.5 152 14.1 N 168 42.2 33:8 28 24.1 21.1 18.8 16,9 1 1 5.4 14.1 13.0 12,71 4'WITH INSERT STORM BAR PERFORMANCE SCHEDULE#11 FIXED OR REMOVABLE MAX1IMUM DESIGN PRESSURE (PSf=) Q SECTION-C-C-(3)&(4) TRACK TO TRACK-2 SPAN (IN) 48 60 72, 84 96 t08 120 132 144 156 1.68 48 620.4 4965 413. 354.5 310.2 275.7 1 248.2 225.6 206.6 190.9 177.3 54 551.5 441.2 367. 315.1 275.7 245.1 1 220.6 200.5 183.8 169.7 157.6 MAW Of- so 496.3 397.1 330: 283.6 248.2 220.6 196.5 180.5 165.4 152.7 141.8 4"A STORM fib 451.2 361.0 300: 257,8 225.6 200.5 180.5 164.1 150.4 138.8 128.9 °"� -04 NorES: BAR HEIGHT 72402.5 322.0 288. 230.0 201.2 178.9 161.0 146,3 134.2 123.8 115.0 AMovM D,'= 1.ALL PFRRMMAN(F,CHARTS ARE ARA W ZYG ST.0 ION 78 339.9 272.0 226. 194,3 170.0 151;1. 136.0 123.8 113.3 '104.6 97.1 wm SPEM-C AND ARE BASED ON ANCNCRACW BENI)ING �f-lt+t'S STRESS,AN DFn.E(-moN LTA11T8. 84 290.6 232.5 193. 166.1 145.3 129.2 116.3 105.7 96.9 89.4 83.0 2.O7'MNAL(2)036 SS POP RIVET OR 12I iii?x3!4":5.4 sa1.S 96 218.9 175.2 146, 125:1 109.5 97.3 87.8 79.6 73.0 67.4 82.8 'nTAU SIMM BAR 04TO SIMM BAR 3ASE tK.ATL 108 170.3 136.3 113. 97.3 85.2 75.7 1 68.1 81,9 56.8 52A 48.7 3-01-031 NON STRUCMRAL FAST'LNU TO KISI-Y ALVMDN'L'ii 12(1 135.9 108.7 90;8' 77.7 68.0 60.4 54.4 48.4 45.3 41.8 38.8 s�z¢ $ xnr A FROM VISRATING. 3.AT THF SAME trMT WIDTH ANDSTMkM RAR Nt 0HI 132 110.7 88.6 73.8 63.3 55.4 49,2 44.3 40.3 36.9 34.1 31.6 THE Lt.SF OF TWO SETS OF STORM BARS i.NCRF.A:SLS THF. 144 1 91,8 1 73.4 1 61.252.4 45.9 40.8 1 36.7 33.4 30.6 28.2 26.2 WALE 1:4 MSF RESISTANCE BY 1.75. 156 77.1 81.7 51.4` 44-1 38.6 34.3 30.9 28.0 25.7 23.7 22.0 168 65.6 52.5 43.8' 37.5 32.8 29.2 26.3 23.9 .21.9 20.2 18.8 IS 26 9Z 61 14*6 nottoe $ dol •du >'1 SN31 DV%G 'N99 . 8/£ K OSZ•L E) I 2I084 a revO Nid .4/£ t .v/t+ ai.oW�vna Q. ri.:-UT-f�G ova v '` xranna+aY ;-0-aif Ali atw 11 _ :1jYip SKO Or� AS Q O d ;P 03VlnO3a S�' 03Sn 38 Qi a NMOHS �LON 183SN1 0 iV �t _ W St X909 AOI 000-Z sG£' --005 000•£ aon't sws ss .t x tt# (z) Got, wM�'.z/t• �l OOSS I3r<tM dlod SS .9t/£+i W 0(;L•Z 009's 9Niads SS •du ilow3vooN3 nrtmNlw IQMHd OI 590' x 'Q`0 wo ��s MOOR '"" NI StOIS IM NO i * 313"M Ni.SIDIS am .8/£ Ilio ( KIRK.ISW WV'9 MOIS(ITIVOI-M,txas e o "01108 V doi au Z C� IK3w30M`JN3 'Ntw . 9/£ Cr 0 0 osZ'L a � r o Nld .r/£ i x .ti/ta b n v oaf, c St6WONOo A8 O O [ a 03M 1)310 SV 03SA 38 OI Nh1OFk?S ION Ia3SNI . v InaT a r lDr —005' ooS- 000£ 000't svis ss 0 / owz s p r g z * 009'5 13Na dt0d SS .9 t/Co (Z) OSL•Z OOS'S • dAl 19t31V39VJN3 WltW1NIW 30bt02Id Ol ONtadS SS 590• x0'0 ZL'o a30Y3W "nn-N Nt sic-is itlo a0 A`FilPC(SSV NVR Ft1 OIS 3I3a3NOO NI SIOIS d330 A/£ ltto _ H (BEYOND) SlIlkAt BAR NOITS: (3) +1/4' TAPCON 1.SHUTTER SECT10'Z ARE SHOWN'W}T71 FIXT.D STORM BARS. SHUTTER BOX -7" TO 12' {1 3/4' MIN. EMBEDMENT) 5 TUKM BARS CAN BE FD(W Ok REMOVA J.4;RLMOVABL SHUTTER BOX 7" TO 12" 4, 5 O� 6 SIDED SPRING4.0ADFD)STORMBARASSF.MWJFS&MO}J.%nN; n 4,-5_.OR_6 SIDED- _ POST INTO CONCRETE -_ -- _ - - - - - __ ARE SHOWN ON Sti£GT-l7.7i.�-t'�OF:b. �� 2.SHU7'I'ER S)SHOULD NOT BE ROLLED DOWN DURING z 2. I a WIND FVENTS WITIIOITJtF MOVABLF STORM BARS O �iL IN PLATT ROLL-A-WAY IS NOT RESPONSIBLE FOR — If SU$SI:QUE,NT DAMAGL. gg SI C1TO v"D-D" �� i SPCTION"E-E" 2 1.krMOVING SPR}NO•LOADM)STORM BARS:REMOVF.PTN,UFT 4 " L t ) - UP ON STORM BAR.WHEN BOTTOM FEET CLEAR TME STORM rWr $ BUILDOUT MOl 1T BUILDOUT MOUNT O BAR BASE PLATE.ROTATE STORM BAR OUT OF OPENING. NO STORM BARS ••� WITH STORM BARS :. 4.SHIM-ERS WITH NO.STORM BARS,OVER 72"WIDE SHOULD ;nP�. USE SOME FORM OF HOOD SUPPORT,HEADER,TUBING OR w EXTERNAL SUPPORT 5.FOR LARGIR ALLOWABLE HEADIR SPANS USE EXTERIOR 1 1/2" X 1" x .1' x 5" REINFORCE;MENTBRACKETSHOWN ONSHL'Er215OF26. /�� _ —� 6.SEE ALTERNATE SPANS USING 011*20 BOLT 3 NUT PER INTERNAL ALUM. ANGLE W/ 1 W)OR� . Z 7.ALLOWABLE HEADER SPANS�TWO SLIS OFEVL-LY (3) /66 c s POP RIVETS V " SPACED STORM BARS MAY BE FOUND BY USING A REDUC I7ON THRU SIDEFRAME: TO ANGLE Qc BOLT OFTHE PSFS}tCEWNBi10W:THIS REDIJCIIO)t1SOBTAIAYEDBY �2j X12 x 3/4' SS SMS (2) +i/4-20 x 3/4" SS TD ALUM. POST do SS NUT TOP EER do USE Of A 0,95 MU•LT1FL93L (3) #14 x 3/4" SS SMS (4) +1/4" TAPCON L>a �� /� TO ALUM. POSIT• NOTE (1 3/4' MIN. EMBEDMENT) U (D J OR[F.J OR(D 2 STORM BAR z « �r � 24' O.C.� �Q, OR� ORO \J u z a SEE SCHEDULES 3 7/8"&7114"FIRADEt SPAN CHART Q H FOR MIN. GLASS SHMnO� w V SEF SCHEDULES SEE STORM IOAR NOTES CLEARANCE sA AM as.u: ess� Q Q FOR MIN.IN.rGLASS SHEET 7 & 8 OF 26 CLEARANCE U A SHEET' 7 k 8 OF 26 GLASS GLASS LSSNMI Nc3TlF O W a o /� 1"MIN. GLASS Z Otut YE ORO CLEARANCE 8 _4 $4 c ALT 5}1 I tN tA1I. NST.SILL UE � a h _ SEE SCHEDULES ; SEE SCHEDULES fOC EARANCASS 70 90 110 130 150 170 ►�• ;� SHEET 7 FOR MIN. GLASS 'dt 8 OF 28 »BADPxL>�xsrHtBy A m CLEARANCE SHEET 7 k a OF 26 SFE STORM Ff}AR NOTES I' MIN. GLASS CLEARANCE SEE SWnON"C-C"(S) rnuwr: FOR LDvffCATEONS _ DF__ �\ OR SHEET 17 OF 26 °"h CAC-0-04. 1144 OOA: li OR[ 1 1 " DVM DV v DAM GS's'4 i4 s s S7MwWO%R. •- f O 1 3-01-031 O B .,r. �i (4) +1/0' TAPCON "yam ? (1 3/4' MIN. EkhJBEDMENT) 1:10 +1/4" x 2 1/4' TAPCON O STORM BAR, 2 11/2' O.C. , O 16' O.C. REST,, 16' O.C. 21 - 26 111 OR[ 1 9 (BEYOND) STORM RAR NOTES: N4.01 !,�// I.SNUTTI:R SIKTIONS ARE SHOWN WrfH!INCL)STORM BARS, SHUTTER BOX 7"f TO 12" (3) 01/4" TAPCON SIURM BARS CAN BF t7NFa)OR REJNOt 4))LL,RLMOVABLE SHUTTER BOX 7' TO 12" 4, 5 OR tfi SIDED (1 3/4' MIN. EMBEDMENT) (`PRIM-G-LOADED)%RAM BAR ASSMIBLIES&MOUN'71N(1 - -_4, 5 OR-6 !WED - -- _ __ _- _ ____ - - __ _-_ . - _ _ _ POST INTO CONCRETE_ ARt:SIfQWN ON SIIEEf I7.IS,a 19OF 6. WIND I V HNI S W I fHOt f1 R0MOV ABL:STORM BARS z* # ti J... YG a IN PLA[7-.RULt.A W AY 15 NOT RESPONSIBLE FOX ' q e w S!)BSl(M!ENT DAMAGE � ._-. . I O 3 Rt-hiOVIN SPI IN LOADLE)S'IGRIN BARS:REMOVE PLN,la1T 4 4 Q �F C ii0i T)T)'(i i SI t`ITt)N L!'(3} J 1:F ON.S-iT)R !BAR.4T1FN BOTTOM FFt-i'tlj:AR THE STORki r♦ t _ ox BAR BAST:PL,TL,RoTK TE SToxm BAR Ox"I OF OPENING. j JAMB NIOUNT JA.Vt8 MOuNr O O 4.SHATTERS WI III NO STORM BARSOVfl7T'WIDE SHOUT U : $a NO S'JORM BARS L 3 WITH STORM�1 BARS •• VSE SO,MF;[SRM Of tICX�SI PT'cHCf,I1t ADE7t,`t1!B1NI;CNZ W EXTERNAL SUPPORT. 5 M LARGER ALLOWABLE IH-:ADI1i SPANS USE IJCI•ERJOR 0 IWNI ORC JWJiN I BRAC7(LI SI DOWN ON S1JF.I;T 24(N.26, 1 1/2' x 1" x .1 x 5" 4 SET ALTERNATE NATE SPANS USING 01/4-20 BOLT A NUT Pili INTERNAL ALUM. ANGLE W/ E)OR ? ALLOWABLE ABLE I&ADFR SPANS FOR TWO SIFTS OF£VIRNLY / _ _ Ur;TAIL bL to SH11T23oF26. (3) J66 SS POP RIVETS v a Z THRU SIDEFRAME TO JINGLE 6i z SPACED STORM BARS MAY BE F OND BY!'SINN(/A REDUCTION (2) X12 x 3/4" SS SMS O (2) 01/4-20 x 3/4" 5S' ALT OF'Tlt:PSF SIK)WN BELOW,II1S RF,DU(TION IS-OBTAINt.D BY TO ALUM. POST & SS NUT TO HEA1PER d USIi()F A 0,X5 MULTIPL11A. (3) #14 x 3/4" SSS SMS (3) 01/4" TAPCON �y TO ALUM. POST, 1`O► � (1 3/4- MIN. EMBEDMENT) W �uOR(E j GLASS 0 STORM BAR. 2 1/2" O.C. U a �✓ 0 REST, 16" O.C. 0rR D OJI R 5 718"&71/4"HEADER SPAN CHART O O `~ SECTION"E-E"(2) LSA G. SAI' Aa SSEiU lu w 110 11 u SEE SCHEDULES Q E 150 170 FOR MIN. CLASS 0 SEE SCHEDULES CLE4RONCE SFJ'STOR)N[i,nR 1 CY►15 FORRCLEARANCEMIN. LASS $ O SHEET 7 & 8 OF 26 SHEET 7 & 8 OF 26 �J 0 GLASS R l7a O $ p11 t1, tI C)k( 1 ) 1.MIN, GLASS c 'Z CLEARANCE 4e s ,;6 < 0 y 3 72 a 96 e , e. we l � • ILE alow Im z 70 90 Ito 130 ISO 170 AL 1.�]LL llL TAIL ` AL T S11I.l)FTAIL ? HL#,DM LMCM paM 00 _._ _. . ... .........7 _, SEE SCHEDULES FOR MIN. GLASS SEE SCHEDULES CLEARANCE FOR M1N. GLASS 0 SHEET 7 & 8 OF 26 CLEARANCE SHEET 7 dt 8 OF 26 1" MIN. GLASS SFJ::STT>RM BAR N3t�•S CLEARANCE 0 SEE SEC'ITON"C-C"(5) Il}AR� I-DR LtMTJATIONS 5HEL:I'17 OF 26 DATE tl CIR{ 1 ) AB O� AD v?"vLD - sa i • - DRAkPiG AO, 1 3-01-031 i (4) 01/4* jWCON n » (1 3/4" MIN. EMBEipMENT) m "u 1:10 O 15 B" D.C.oi/4" x 2 1/4' ' * DC.CON 0 STORM BAR, 2 1/22" O.C. ".T REST. 1& O.C. 22 - 26 � HCWM HCJM 1 MOUNC ;IAM$ WALL M01WI ; — '—_ _ _ - - - --- - --- - -- - --- -- -- _ - F!ED�GE itE3 Rf£BtiEAT)[R - - -OPTIONAL FASTENERS PER e" - - CONNECTION W D P zv a C�?I'NL010VSCHEDULE R.H. 1 dt 2uj :; ;! �i,y _:. ac7 i f SI VCp7j� H OR i ----------- ---- - HCJMSo--_ .. __ - _ c7 O O 9 0 8 -_ 03/8" SS POWER-SOLT -'- 1 (2- MIN. EMBEDMENT) i O (3) - s SEE SCHEDULE R.H. 1A '' WOOD STUD 1) ORE WOOD SNC _ SCHEDULE R.H. 3 t (4) #14 SS SMS r o e� f (2) its : 4 SS SwS __ --_; (1 1/2- MIN. EMBEDMENT) (1 1/2- WN. EMBEDMENT)-- ----' CONCRETE OR BLOCK (4).#14 x 3/4` SS SMS 03/8' SS POWER-BOLT Z (2- MIN. EMBEDMENT) Q' Z (2) /14 x 2• SS SMS 0 Q SHUTTER BOX G oR o (4) f14 x 3/4" SS SMS U w (y OR HHCJM CWM O Z SHUTTER SOX O OR E A w A • � o WLK)U SCREWS SHALL BE C'EN7ER1 T)DJ 2'FACE Of YIVD. O a z IZwF JRA ffiA09t-S t) tRoam •nr t_vn�nta x_OtA REQ+IE�LC D HEAM-SCHEDULR N4 S axefn R 7 4i�s•a•a ww,aa coma ,t�afWr 11EADPJt-St3tED1 .4ANI AP.M. yy es_As i HmmX Its �boomm" � O - � tJ01611i� S iramll`� - 4" A i. I7IlYC11H0a7 t7 � rrofn f $ n $ lz G R Q $ Lai I R S 2 Q g w A � R Dfuwlt # Q DAM 03?O-94 RTVT R R R � A7rRovco. D�r A R !3 90 100 110 120 130 140 170 160 170 R1113AUHtI.@AiiI1 ) DAM, G$Z?�0° A f0 1TO f70 170 l�. 70 90 -00 170 171 I18 70 00 110 170 1!0 f70 76 Nf Is, f70 170 170 1�Afx0Ii&1f71f[07� D�tMntiD tb IIIADm tBNQBf,07Cm) 3-01-031 B A 1:4 sfT: 24 w 26 MULLION-MOUNT " SHTf Mt WON MOU1rT REINFORCED HEADER J OR R RL7'TFORCED HEADER CONNECITON -_ --- HC# -.- _ - - - - _ _ ._ - _ - -- -- �MNNkX,'TION- - ----- ---- - - _ _ k HCSM O LL gOR ® F1CM S[XT10N�i R 13CSM SECTION) RM - -T tq ----- J �.- --.----.------ --'- � y0 fl O OR O j {�J `D �A --- ---� 414 (2) 114 x 2' SS SMS i-� - - (4) #14 x 3/4' SS §MS 14 PER#1R4 1RACK 2" SS SMS � U (4) J14 x 3/4" SS SMS Z j PER HEADER �GoRO _Q p O /^� ' zHCM rte' (W)ORE) PVI(DoR(D ¢ Q SHUTTER BOX OR HCSM SHUTTER BOX O V Z Q Hwa. z° a REUgFORCED HEADEp,:SCHEDULE#4 53B"&71 " ER M M BAR ! LENGTH W fG a 00 $ 108 60 ' J 84 % 1zo � DAM pg�-Ot 344f. AVxov� 168 "'`M O$Zi434 MAS M NM 90 100 110 12o 13o 10 150 160 110 3-01-031 HEADER MGM fflNCRES) B _ SCAM J:4 26 26 _.. .r LOT /2-25z-oCK• /Z ' SFtVA MARINA U Ji7- A10 7 AS MMED W PUT MM_..`'a�_p32 OF THE Mul MM SEWN OP OWllAl- .-.._._....._ceeWnr.PwraoA tS't1►�IAY reftOCr,(2-4 P A 4 K ,j/ -_u AKS -ZSOVAC StWoM _J+tl►SE .�WANSF, -.. , VAC -wUc ,ti _t cuts 33.a�- 8 s mac.' _ 17RtVtr iX.tt•C __ °+� S4,'gp'g. •• � I�iuo cw�l. �• � _GOta`LKDl+t•�*!�•i4` l •LR . P� IJIl CAP> f VAZp GPI *)MCA � _:� _ 41101,1E __JtJG4�t317tats'r OF Etk'1/A'TbtP IK �113ftICtGA.IJJ�✓ _ _ _ EL 00 _ �QD o • ;U � � �. a• � / i l�O CF r� did��'+_Lt0 ..__ V Lb7- Ito. mor — "s v ..-. 4 � • Y1 U•n.3s .. • - - M1 __. iv •• , .: ce � � .. � _... `Iy�CAI.•�.dr_. _'1.1155_ • -ti• t-Oc..r4 rto iw - VEt 1-LATI_QR_._PL.>a,t4. * ,.r. ( -,D!i _ 'F'ssi aa' Al A/•9'32•S7•'h!• O #71W w, -51TS21A A/ s i 49 14 12X ;c 13 ER o ► :�. - e+ o[ t cocA-rr� 1 # N "lbr-•!°tat6 PM IA iCAp�.___-_ ANO:S/GtELtGHtS 4.8� Y'a��'Nk4QSS I ! rAt. B q-t.rxc'PoNB _ GI. +R H.Q.lSi"W�, lG�uo.G, �.T. i"Arm-4 L_. -Noll AL-TEAMATE 2., • .. ••'.• .. _ • • • • • F .. _ .v A' '9. Treacrt 5-o .. FYCO _ O �� R 0 IDN AL 1.014 R.L T a - 4•° 4"jC�4.`r }345 LE x - • . _ ALL...,FRAMING LU"8,E•p�_514AIi- BE no.2 og &PTap, SOMERN P11JEj fil c R_r..�cncJSl. Ag ssupw TiZEA ZD P.T. AS l.. ICATLD. rAOS Tt O W ISTrw _ Sr Ps09 CoN,VEGTOKS-:-A�41�-,d�►cHo�s tJS7`�� w�"X.AuowAaLT LoAPS. _ H 2.5A__._ -4••8d# 5-8d a�AN-riC LD gD� IE j4 MAS" aKS � J5l4AOENGE SCA/EAaS t,�c) APPROVED BY: DRAWN BY - 2 orsr Nau6�K: �.u�2ro 8- to _..riry'� d f'M _ _. ..... .__.._-_3 REVISED AAFMx HANGM I-US2lo (It3� Jut�aw 4( 8- rod StXAF Ai4ttC?,tC Hs 620 # S- tod _ T __..- 5 ` WALL-7NUAL)_lWlJ-fiRAM X77 titG 79AOuGN 7bP Plrt7E,Iter WOOF , DRAINING NUMBER OF 3 t2 i2 t2 2-x8Ra r _40 lrZAVWANlr#l%5 9-19 dx7Y 195t�`li�•ATt�# wa A .N&-w ALUM11JUM'. ��tSTlrxaS:1�L�t?.E: ; -� i � �'.1.�tb �al.�►xx�u� .....�..` .: ..r � _ 3c��1Nt�E�Rt..A�!t�lE��-.` Jw1.w OVER. triT 15kEa7 + GSC f _ S`T't�pS-t -IG�pa�: �r,1! BaTt W^ T1014,iiVOATHAJCk 1, P.T. 2)t8 4 1 17.42 i r Al2 W.T. G. r } uat�L.T�K�Cp f1DA . x . kA s. Q 53 _. Hi::h1�s4 _ QuAu.'i}tRE,+�p stop- _... tt3t lk o _ �':� 1Kl3.. tS� i C'eRVil'T�.l�� A Sf�RS ,ce�alu_ t�r. ltol 41, A4AfiG14"i5T10G== -, pEck � . .Ort$ * _` r �(�� _o• o •{ • pf .:,, �! f ... �j.. ,. # .. �":: ..1•,+'.a�s.. .+W,a7+..Lr•JF+, ,. .. � � - •. ., ��T -r•.nr ...._,"Z.r.' W5 , - s .• ;- •. cA o .e �� t _,.WO .tom JACW - _IJ 3 K 5Cr cyo au STW�_ Sit O SYt1__ ' awl Sl AtEc t 4 APPROVED BY: DRANM BY " ._ DATE: Jt1uF. 2008 REVISED DRAVANG jNUMBER L07- 12- BLOCK �Z . SEL V.4 MARIE./A U•JiT'.VD. ? � �9 AS RMORD©IN PLAT SOOK G' ES PAG �2 OF THE CURRENT RUSUC RECORDS OF t7uva COUNTYY•FL V414 IM COAT P b� VEKA10.6 Fi 1: = K. - per, � - ---`- — ' �- 33. 0•' - ,5.b:50-�. _ _ 83a�- -��6a.�r.�o wnNvowS I -- w S.93Z'S7'E. I ' nnbfi 1 I / 1�2•J . and L -_ c.i Gjc app�pvat t�tMie� ma -- -- — M zoning, subdivision and other local to d / • 1- %I1 i- devetopment rogulatbns,but do"na! e / \ -', t - tJ1 •tea approval for the issuance of pannus. Com is l De \ s-- Z with Fkmids Building Code and ON other app _ -.- - -- - b bpi, State and Federal patnd"I te9at on my� ;v ewst a i!1 -- teach Wior N • !QE KTI-1:A — li O PwmL to y .10 lEo4ZE A44& FF LT -- FOR .D.c?�Gs, LJ•*%L.. . LOT in 30.0' Q LST' KX •� N .aac wl Dl ! , ca�c• ri-----------------..._...... .___.._.....- ------ C� 7a' .. Ca.aC: GCC. • '� !+ ?J°S 8. L• Y . • o.s.�. SCA L� . I¢ -. 11-•oil FILE COP :• o,&�'a. d K BY CONTRACTOR SEPARATE CONTRACTS BY OWNER .4 ,J ®5!0 1. ALL WALL AND ROOF FRAMING AND SHEATHING 1. PLUMBING (STEEG PLUMBING) 2. CEDAR SHINGLES AND UNDERLAYMENT 2. HVAC (INDOOR COMFORT) d A�44� 3• FIBERGLASS BATT INSULATION 3. ELECTRICAL (NOT SELECTED) Y� ✓� 4• PLYWOOD SUBFLOOR 4. INSULATING CONCRETE ROOF DECK �-7 ��A2� 5'• GLAZING AND SETTING WINDOWS (BBG CONTRACTING GROUP) t'Q� (&0. RoNALp JD5F-F4 MAST6R5,�►��+•Csr___.� ' �RcArGT 1'1 w� .�. 6• EXTERIOR DOOR 5. ROOFING (BBG CONTRACTING A3�dMST ADD 1-7 j®hj 'O 7. EXTERIOR DECK AND STAIRS (GROUP) mr,� mrss R. J. MAST61K'S RE.Si DE IIZE 8• DRYWALL 6.' FLOORING (OWNER) Sa„y.&, ~IW.A ATIAs•3 c.WAcm, Fpm 7. PAINTING AND FINISHING 8. INTERIOR DOORS AND HARDWARE 24•Qtt ��� STRUCTURE NOTES: ' !- - OUT A140I _ N - w d ALL EXTERIOR WALL AND LUMBER ROOF FRAMING — _ - SHALL BE NO.2 OR BETTER SOUTHERN PINE, s II s DOUGLAS FIR OR LARCH l \ �Yp1 w�l. �u Et4o (4) ;- Qa CONNECTORS ARE LISTED WITH I _ SIMPSON C u ALLOWABLE WIND UPLIFT LOADS AND ANCHORS c s P c G i A i_ LVL J t7 15 7' EN E 5 N 3 scams : �o$" : t►.r,ti, -- U ID WS210 (1115#) 8-10d JOIST HANGER g"�,7ev Er�to�.. 02 WS210-2 (1550#) 8-16d HEADERS (DBL) — �K�ATN t N G oc�1012- ' t O TYPI CAL. ALL H2.5A (480#) 5-8d RAFTER ANCHOR 2 x i2 HeADF-1Z — � 2 ® H2.5A (600#) 5-8d JOIST ANCHOR �X1z l _ O HB (620#) 5-10d HEADER-TO-STUD ' ww f Q o� Q d $N X 2 X 1Z NEA t 4 vL — aX 12 - _t6"O.G. i i 2- jl 'twx I$tt LVL - t3/4"X tt%VLVL __ W/ st'�ctA1. cur QD su vs(s Pie DeTAI L)I --- Gof.tVENTtorL— =2�t2. 2x 8 PAr-Tp-gO.C. F �16''O,G._t2t2 r j GONSTgucT{ON GoNSTRD�T►vN mil 4 . ate.--ru�a� P�. i ' ! 212 NEADr� 2¢1 41%—,+ ..___-------- 3 OF G � pry WA WHITE vERAL RODFIQG 09 C-"m sge*,T3iCCJG IZ BTR, syQ YW t v�, t�Wsul.aTlo14 oG? 2x lZ ;e-F'A'"ING SIPLAS'i- S&S 20/30'I'G _. 09 70WOTE NVS G1:GK (F•14) ? 0 � LIGW tN#lTA E�t �1►1G �J r& ALIGN Wt-rg 6x1ST14G EAVE_ -y r lt '°ewe �- ------------- ll4"'tit3T.ED FTG CE.iM•LAST CG A, -- t-_ SF+(NGLIrS CiD 5yz a y( 1pl'�GWB 0I4 -- �/ Ey'?o-'UKs ON rr�'$ ZX4 S'(U05 4' O 30 PELT 3/4�' SicJFiq•1-FC.C1o� w OfJ - --- E�C15T1NG QEGKING 7 woov wma 3O+►FeLT covs:r - - ----- - ---- a4EN" �l(lSTIN, C, r,\) r SX15TINGHl�IGt.E �/ U 1 j _F MST F LOOKI- — --- _ . OZT N E�EVAT I C�1�1 SCAI,L `}� SCALE : IAP = 7'-o" OF G t Pony TYPICAL SINGLE UNIT TYPICAL MULTIPLE UNIT WWI I ELEVATION ELEVATION (NO STORM BARS REQUIRED) (NO STORM BARS REQUIRED) (UNITS SHARE CENTER POST) 11-w D20 W^ON I xW Lr o m(n --- -- m(,7 ir Scc Ym C7w r., — -- a I - -- - �— —, ( T • oIx 08 to > pull 1111 Q l i I a A -- i A A I a i A i U a MAX. SLAT SPANMAX. SLAT SPAN ' MAX. SLAT SPAN --iL SEE SLAT PERFORMANCE AND --; --j —— SEE StLAT PERFORMANCE AND V r-- SEE SLAT PERFORMANCE AND --I O ATTACHMENT SCHEDULES ` ` ATTACHMENT SCHEDULES ATTACHMENT SCHEDULES A wA SEE GENERAL TYPICAL MULTIPLE UNIT � w o YP TICAL SINGLE UNIT ELEVATION COPY _ 04 ELEVATION NOTES- PAGE 2 (STORM BARS REQUIRED) � o a, (STORM BARS REQUIRED) (UNITS SHARE CENTER POST) F I L E Z G E E E 20 2 20 — c — x w - --- -- -- -- -- w O N N Ilk 75 00 4. ar U. Qr U r- I rr A �— �i i All A - —_�-- �- A DRAWN: OL-F ! APPROVED: A _..—.—_ DATE Iii i i I DRAWING NO: i - - {I i I � � F 3-01-031 SLAT SPAN SLAT SPAN --j - SLAT SPAN - - L SPIE: 'REV: MAX. SLAT SPAN B i j---- TRACK TO TRACK I SEE SLAT PERFORMANCE AND RACK TO TRACK -� -- TRACK TO TRACK --- SOLE—— ATTACHMENT SCHEDULES / /' � `, ' 417 3/8"=I'-0" 1 � 26 B1i 2 3.... �- _ �-�r i %88 T I I Wm I —� r _� i t, ^ R EM: a. _ • �C L J_- .I=✓ J .tL� -I , 1 USI yIr Ir �¢ 12- -j • < am tlrZ Al P55DER SLAT '1. LOWER SLAT REBAR = _ o Qj gl i UPPER SLAT REBAR SYSTEM I TRACK - SYSTEM II TRACK 1D a POLYVINYL CHLORIDE ��;- ALUMINUM 6005-T5 B2`! C) BOTTOM SLAT D`} END RETENTION ;� /rte,SYSTEM I DOUBLE TRACK a ALUMINUM 6063-T6 r ALUMINUM 6063-T� ✓ ALUMINUM 6063-T6 E/' END RETENTION 4 F END RETENTION O N ALUMINUM 6063-T6 �� ALUMINUM 6063-T6 jklm - � 04 nit t25 C i -- .125 125 -- �— �i 4.^0 c i T IF 1 U ►.� 2:.' �J { L I : L72 ' "E 1"x 3 x.125" G TUBTUBE 2"x 3"x I/8" �' 114 ALUMINUM 6063-T6 H�' ALUMINUM 6005-TS I i TUBE 3"x 4"x 1/8" J MULLION 3"x 4"HEA�VT DUTY 'K MULLION 3"x 6"HEAVY DUTY ANGLE 1"x 2"x.125" y �r ALUMINUM 6063-T6 i ALUMINUM 601 r L I U ALUMINUM 6005-T5 ALUMINUM 6063-T5 O U L f 7` 1- ` j 2 - —i- T— I o t" _ _a MULLION ANGLE I"x 1 1/2"x3/32" i ANGLE M ALUMINUM 6063-T5 _ N BASE 3"x 4"(L=3 3/8") j 2"x 3",4"OR 5"x 1/8" O + MULLION BASE 3"x 6"(L=5 7/16") P ',; 3"STORM BAR ' = 3"STORM BAR INSERT ALUMINUM 6063-T5 ALUMINUM 6005-T5 Q 1` HA2 US60 SLAT R c ALUMINUM 6005-TS �' ALUMINUM 6005-TS ALUMINUM 6063-T6 z � 'v C 1 � � .' it uwrE . ,4 7f 4 wPPROCE6 rh' _ 3"FIXED STORM BAR BASE, 4"FDffiD STORM BAR BASE, �j STANDARD �'� � DATE R S 4' STORM BAR 4"STORM BAR INSERT —' STANDARD 3 1!2"HEADER c wuwL�c vo '1 -0 � AL(LENUMINUM 6063-T6 ALUMINUM 600:5-T5 T ALUMINUM 6063-T6 U (LI}ENGTH=3 9/32") V W HEADER 5 7/8' ALLOY 6005-TS AILUMINUM 6005-T5 v ALUMINUM 6005-T5 3-01—OJ31 WE B SCALE sem: 3 ° 26 4. 444 SIZED = l`NCH:CP T(P I TYP. 4.0`5 TtP G-PL-,,--ES YP , j 5- �- . TY TYF i r 7--: ' �J I i 5 T 1. 1 I ! Jf mo00 3.028 .125 1.L✓0 n �II1 mo�_ �I�_ W� L.-:�J " Ji L OppJ ¢ J o .2K tG'TY PEP JIBE, ,TY PER pf;_KDR TYP. tdCHDR TYP. TYF. �71` ��► - �1.250 2.635 � > .1 TYP. t TvP %aJIM■ HEADER 7 1/4" 3"REMOVABLE STORM BAR BASE, 4"REMOVABLE STORM BAR BASE, ��, 3"REMOVABLE STORM BAR BASE, X Y STANDARD Z 'I STANDARD �t� , EXTENDED �<- ALUMINUM 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 ` ? A f4UMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 R _ SIZED PERANCH'. F V -, TYF. 2 PL4CES ! z - ,,O SiZED PER ANCHvRi� SIZED PER 'l iYP L PL' R�, ANCH.-R TYP. - U W a 375 J Lf 2 J- TYF .50:_. w 8.25C, �' hU-I W O O a I2.5 07 Y _ 3"REMOVABLE STORM BAR BASE, ; 3"FIXED STORM BAR BASE, %�' 3"FIXED STORM BAR BASE, '' END RETENTION SCREW EXTENDED AC EXTENDED AD' DOUBLE AE1 ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-TS ALUMINUM 6061-T6 OR 6005-TS 302 HQ STAINLESS STEEL 0 J TY'F. TYP. n 8"SIDEFRAME 9"SIDEFRAME -„ 10"SIDEFRAME i ;�0) TYF. �� 12"SIDEFRAME IIF TYF. IA . INTERNAL ANGLE o 1B INTERNAL ANGLE IC IFNTERNAL ANGLE INTERNAL ANGLE - 304 STAINLESS STEEL 304 STAINLESS STEEL " 33614 STAINLESS STEELI� =J 304 STAINLESS STEEL "1 d W- INI j DRAWN: �y 1'4✓6 iT "F - 1 j %F YFDATE r. APPRDVED: .�.'� 4.2DATE T�r� Ty P. — TY-,,, DRAWING reo: SIZE: 'REV: B I ® o O O )r F-�I 1 L �+ C O J 1.. 6 C 'J O E3 C C l -� L—J SCAM 1:4s �— sIEWr: 4 26 .39 i I /A4� t • t= .390 0 w t 06 U1 4 &610 FAA ~ O Y r OI ' ■ ——————————— /^\ -----�_____ � • C _ END LOCK - NYLON 2 4A x 3/4" Z OVAL CSK SS SMS OVAL CSK SS SMS Q \� wHa END LOCK - NYLON V H 1138 END RETENTION DETAIL US60 END RETENTION DETAD_ (EVERY OTHER SLAT) (EVERY SLAT) w u ^ � W A H W 0 H 'A5• 'B1` ;+ _ /B2�, --.1 .39 �- 0 4 a 4 - .39 i 3� z f cu G -- — ——- `,I -- - - - - - - - - - I to N r �. w - - --- - ' 4 ---- -- ' j4 _ _ _ - - - --_- - - — — — — — (1 DRAWN: OL.F 1 .. .. '•_` DATE: a-OTGa END LOCK - NYLON ` END LOCK - NYLON0%W. ." DATE DRAWING NO: P55&P55 2ND END RETENTION DETAIL (P55ER EVERY SLAT) FP55 DOUBLE END RETENTION DETAIL 3-01-031 (P55ER 2ND EVERY OTHER SLAT (EVERY SLAT) srtE: ;Rev: B - SCAM FULL SHM.. 6 26_- NOTES: 1.THESE PERFORMANCE SPAN CHARTS DO NOT GUARANTEE USAGE. TRACK ATTACHMENTS,BUILD-OUT AND MULLIONS MUST BE VERIFIED PER INDIVIDUAL CHARTS. 2 2.P55ER-REBAR ALL SLATS ARE SMALL MISSLE IMPACT COMPLIANT. 1 u; 3.P55ER-REBAR ALL SLATS ARE NOT TO BE USED FOR LARGE`MISSILE z ULE #1 IMPACT HURRICANE SHUTTERS IN WIND BORNE DEBRIS REGIONS. • m w N m j Y �I ii SLAT SPAN � • � <m P55ER & P55:DER SLATS 001, -l NOT ALLOWED I V z 1 � ALLOWABLE' O O (f N SPANS W (� I o V 105 110 115 120 125 130 135 140 145 150 155 160 16'6 W X �i TRACK TO TRACK (INCHES) O i O F j 3 v its SCHEDULE#2 GLASS CLEARANCE j US60ER & P55DER i I � �� y d( SLAT SPAN IN 168( � /' 156 F— q 80oi0 •tn' 132 . 120 a�'���a�%,s �� ,� ����'�•r,�,�,• �-: ;I I t I I ` `I '.i �: N kx s�.. r ' F. a.§� •'-a & '�Wror " ' a" -s: 96 DRAWN: i I I DATE: 711 $4 I i ! e ^� f a i` # ``,<. €a•tis 1 ;a'°'y= �^ APPROVED: '"a DATE: c"-1•I -DY DRA INO NO: 3-01-031 I� `�� ! I ,I: ' ! � ��;� �,� €`x" "`-� ��< C.'.rrz���:'�g '�$,`��' ' 3 `� '` '>��€ ��`.• SRE: REV: _ 30 40 50 50 70 80 90 100 110 120 wk laximum llOwAbt@ S MIM SCALE PSF " ..�,� �asx.u ..�A� F � ,.F�>."c�sem; �_. .,".f _,,...�.�;,. . .x�' v�..�v _ ,"._�,"p ....>b ,-.a:" i' '.I SHEET: p 8 26 ENG r:1OU,,JT CENTER f-IOU,�2T —i � END P;i,_DUN T I _ i a GLASS C IILEARANCE Z� ym ....... • Oco Ir ¢ >W — SL_T — — — — ca SP.dNI, SP a��i1 END G;1-0UNT - STORKI B. IR CENITER i,-IOUNiT 1 STOR;A B-"P. — END 'MOUNT � � w 4 GLASS CLEARANCE V � a —SL--T Sn N__ -- —SLOT SP N— OPK U - TP- i TI^ -R� - - TP-(7I< TO TRG.^F - - W A SP_-N ,- T I H p HE" DEP SP-' N R L^ ,T AIDTH O z U z r.I r - — i END c t.,:1ULL:CN -- — i.iU L_,0N s•. J SL 7 SP N Aj 3 0 a o y t.li_IL I '1 ST r O Q DRAWN' %DLF 1 I DATE -_ ! i APPROVM.. — DATE f DRAWING KO: F - �y J:,: 3-014031 WE I�-- (1( HE.=,EESP,-N �•R UN'T ,:IDTH — SCALE - SHEET. 9 %F 26 ic t. p; a i � 0 s to A w •• t • a O a I � w i a. - \ oRAw�: DLP ^ •2 Y�'� uaTE APPROVED: -- Yui DATE /'� —,70-�� f - DR OM40i NO: I 3-01-031 �. SITE: j REV: P55DER SHOWN— NOTE: B I. SEE SLAT REINFORCEMENT DETAILS sc-uz N.T.S. ON SHEET 6 OF 26. SHEET. 10 - 26 S(E'ETON"A-A"(5) SECTION"A-A"(6) SECTION"A-� --- W 83 W ¢ 5 Q J RETE _ C,hJCP,ETE BLOC/ )/2" EDGE c `.0 c _ DLU K d c OR PGI.�'EC' ✓ h�RETE g s TYP I I DISTANCE d - ,..fi4RETE O c � !:tiiV W� � d d d C, - d p � V N ° IGH CV y•. C=_ SC __ =-D v � SEE SHED- 'LE =-"o U:7- _ -CA RETE BLOCK / OR UI d i, A n ", A •j S-HEDULE #.44 I 0 T �ER aNJH RS} ___� STUCCO -'� STUCCO OR D i ORt E'' p << E)� f ,-� - SEE SCHEDULE ? SEE SCHEDULE - f� SEE SCHEDULE # J Q H,--,LEP. _. �5 j g` HOLE PLUG w W 05/-Q' HGLE PLUG -I (- l OR';.•U *WOOD SCREWS SHALL BE CENTERED IAN 2"FACE OF STUD. O U U Z A H W 0 SCHEDULE#A5 SCHEDULE#A5 SCHEDULE#A5 H a SCHEDULE#A SCHEDULE#A BLOCK 0-L7 cro 1I,"-B+iiWXILVT 33 o m c 1 r ,Iv4Ew19EDmFsr W000txnt 1/4-ALL-/ 6.81 a -ss sws IIr ALUM=MUM i114a 3M ss sms �� � V 48 o 72 c - 1 ' N 54 SLAT SPAN(IN)I N ;SCAT SPAN(IN) 4 — ! SLAT SPAN(iN)I 1 i AT SPAN(IN) g I I!SLAT SPAN(IN) 11 1 l32 I v la. I a 84 a 34 I (44 $ tzo; I $ 156, I 96 Vi ;13� 1681 f I j o I I v I08 I 120W N ^''i_ 120 I32� 1 >., yV .156. 84�( I I c y cC 00 168;,�. I I N 1 Il,i'Iil ;1.111 N -, i t!'lit I,�I,li��ll, •nl;ii U 1;1ii: n 11t I; li i�li I n l'.i •II n!'n I:.;.,,'.. iil tl 3 O 1-� I' L t .• nl , I I 1 I!I , 2 3 4 5 6 7 8 9 10 11 12 13 14 2 4 5 6 7 8 9 10 11 12 13 14 3 4 3 6 7 8 9 10 II 12113 14 2 3 4 5 6 7 8 9 10 It 12 U •14 1 2 3 4 5 6 7 8 9 10 ii 12 13 40.'y y HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) a O O ot:� wa � SCHEDULE#A4 SCHEDULE#A4 SCHEDULE#A4 SCHEDULE#A6 SCHEDULE#A6 SCHEDULE#A6 CONCRETE BLOCK. 114 C .I IR-EAOMMEAT 3320PM CONCRETE. U1' L TAM�..l ur E�FD%mm WOOD FAA.1 .814 MEDMDT cot•A SB .01X" 48{T .I l;a'EINBFDF�t.T 7TB KI 014-ELCO ./SH'F.MBmNElT WOOD FR.i .4+ .11 E061ET1T _ I S4 48 o , ' ! 1 I I I I I o i 54 : { c o N N __ ,541 I i I 1 1 I I I � i � ;� I I _ 48 W DRAWN: ! 'SLAT SPAN(Ilr� i I ' i i ! 'SLAT SPAN( v I I SLAT SPAN(IN)I 8 ` i DATE.- g i SLAT SPAN(IIY)' i SLAT SPAN TIN)i' g I SLAT SPAN(IN) I _ { �'; I I B I I APPRov0�7 Z16 04 - ED ( I o n= ao n I I Iz o r� "as I I m 60' I Xe I i ea 1 I a I I DATE 'Z�-OC( ;72 I ! , j %; DRAWINGNO: 7 3-01431 12o i i SIZE: 1 REQ_ ~� n � � 1 ;,t I ,II, '!i �ilil ''1! , X11 i• N t• II 111, 1I1,. �It „ li l:';I�; � � I g !!... �;:111��Itt I11 ,•.' i:` ,;II!�.li Tin u�,,;�..u.1 I!,,I,� 11,; I,.I ,,i (, .I :I.I �'llli,i � II;'i 'i'a,Ini1 ��,: I II L .I' '1�'J�II i.. I.i I:,I;II 2 3 4 '5 6 7 8 9 l0 1t 12 13 14 2 3 4 5 6 7 8 9 10 it 12 1314 1 2 31,4 5 6 7 8 9 10 I1 12 13 ,_ 3 4 5 6 7 8 9 10 It 12 1314 2 7 4 3 6 7 8 9 10 11 12 13 114 1 2 3 4 5 6 7 8 9 10 11 12 U - I' HOLE SPACING(INGLES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) SHEFI: 12 01F 26 rSECTION"B-B"(1)"' SECTION"B-B" •' CHARTS BASED ON EQUAL SPANS AND WOOD SCREWS `0 ' ` SHALL BE CENTERED IN 2" FACE OF STUD • �LL gN id O v ®F� 6fA OZ ° EDGE ° EDGE $ a DrSTArICE a DISTANCE a IN CONCRETE BLOCK, a a -N-'RETE SLC!--K ■ � e POURED +CPETE, "a ° rvURED CONCRETE, OR WOOD STUD i R 'rI;C�OD STUD STU CC C! � � OR It OR(, j r `G OR, Hyl)OR ,'j;�"/l w SEE SCHEDULE #Bl — � SEE SCH-.:!LE 7B � U } z r Q Z G SEE SCHEDULE #B I A;1 S__ .CHEDULE 71-B2 I + — A�, '8' H:jLE PUJC — It F 0 I U 5/€' HOLE PLUG I L iE za SCHEDULE#B SCHEDULE#Bl SCHEDULE01 SCHEDULE#B1 - b4SS »mestc I o F o�rr wuoExt� ,w� �vTtnALUMnQ �7tI 1 s I i % 78'60; 180 144..I�' 178 I I I j I o % j n I I j SLAT SPAN(iId)li i j !!SLAT SPAN(IN) q � I SLAT SP.1N(IN) j 8 - I c I I o I - � SLAT SPAN(11 h Im rAG 7 8 9 10 11 12 13 14 15 16 17 19 20 20 21 22 23 24 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3 4 5 6 7 8 9 10 I1 12 13 14 1 2 3 4 5 6 7 8 9 10 It 12 13 HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) Aawa _ I SCHEDULE#B2 SCHEDULE#B2 IX ALL. 6..1_i rSS SMS IA.'i—M ss sMs I DRAWN: GL� - I j UM I i i I SL►T SPAN(n4)i,1 DATE j ! j j ,SLAT SPAN(Q�!j o - I %PPROVFD: l of I I H I DATE Z e- e c4 a $ I DRAWING NO l i s i 1 3-01-031 41I &; m1 U - - I ^,^L3 $ :m SIZE: D REV: - i7 Fl :I;I II r' lla�llj I; jell Ili Iii a'� ,I, el ii n Iikl Irl t1 :j1 �I II �iItII1 rl�l 2{3 4 5 6 7 8 9 10 11 X12 13 14 15 16 17 18 21 21 2 3 4 5 6 77 8 9 10 It 12 l3 14 15 16 17 18 21 21 SCALE.- 1: 10 HOLE SPACING(INCHES) EPLE SPACING(INCHES) SHEET, 14 26 OF SECTION„B-B= i_SECTION"BB"(4)**I "CHARTS BASED ON E(gUAL SPANS ti z � W ' CPT t J – I I 'Nl=!- z a s¢xu �\ _S PCP PI T OR rS E SS c-c RkET OR O iW 3 ,4., E "� 2 3;'s" 4j c1.;15 . m �8 "3 .c F t:Ec_E�}LT � i r- �; 07—/5" SE „�P—BOLT O > �EPtr c UIN c 1PE 'ENI, ��1•il tAi`d E[,--,EE LIST NCEj 1/2" Ltlf� E��_ GIST NCE) _ ___ SCHEC"LE - — =E i o. Ai r.!ULLIO"d N ,H..F. ;q ^ ( LLIO SP'N H J T T a SEE SCHEDULE .rB !'rte ! 1 I Z ►e-� �5/a" HC-LE PLUG – SEE S',HEGULE B2 J SHEET 14 CF 26 fw H HOLE PLUG J ilE V Z �Jw E NOTE: MAXIMUM CAP BETWEEN CUT END p Q OF POST AND POST BASE IS 1 /4" U w O F z U `L SCHEDULE#6-MULLION HEIGHT CHART SCHEDULE#6A-MIDDLE MULLION HEIGHT CHART 3 SCHEDULE#B 3".4"M07DLE MULLION,SECnON'B-B"(3) S x 4 MIDDLE MLLUoN.SECTION'S-B"(4) IX II € moyo�o� ALU1+ I INTi-v I •173/4-SS -SS I SMS . i o_�Qo--riIiII,0 SI1•! I I —.4 1II4 1?0 1! 1II i u III IIIII SLAT T -1III 80 I 84 I I III —60• i �,�III I SLT SAN( ) SPAN(IN) SLAT SPAN( 4) I ;jI W•W.Cc�C, z 00 y ' I I II 789 0 12 13 14 15 16 V 19 20 20 21 22 23 24 QLZ.120 5744 - b`\ \ HOLE SPACING(INCHES) I I I I I I I I I 1 I I I I I DRAWN: DL ° DATE APPROVED: _. DATE ^C" j I ! I I I j i DRAWINGNO: 3-01-034 SIZE; i REV: ' aUI !, 40 5U'..'•60 70 80 90 100 110 120 i'130 140 150 160 170 1480 40 so 60 711 80 90 IW •'Il0 l'0 130 140 150 160 170 180 SCALE I:10 MULLION HEIGHT(MCHES) MULLION HEIGHT(INCHES) SHEEP. 15 GF 26 SECTIONSECTION FIXED STORM BAR REMOVABLE STORM BAR " o ( u1('nR Q Z m N J J N P SEE SC_HECIJi E ,'81 I 9 — , SCHEDULE#8—STORM BAR PERFORMANCE CHART ®D � �\ j/ z 1. STI R t,I C.,'c �P.���± C H�;R T P �r — 5 CHS -1 LE c4: 3'SCORM BAR(FtxEO OR REMOVABLEI.SECTION-C-C-(1).(2).(5).a(6) w y j �a � ' ".1 ESR SH:-rl CH.=RT id a « 65 o I j • oa g0 \ / a ¢ aw 00 R y 57 w o a SEE iv_'TE - EELO', `u -� EEE SHtt :� 20 c = 1 UNIT WIDTH(IN) O ^w > - FCR SP4 LO=SEC `� _ - 67 ± AS RE U'iF.EC, ® Q `' S F`EOtJIRED - 77 ton 86 x 1 3/4" ELCO —1 4 1 2, v -3- 4" ELCO -105 b II: T4n N1 ' z", l•1 . 1 1 3/4" P.NN 115 Er.-1EEDMEvT,= 1 2" au. 125PC 4 EDGE DISANCE) T F. CONCRETE sr. EDGE . CEi TYP. CONCRETE 14 Stdz TYP. (2; 14 S- 5�.4S TYP. 4LUfvL I i ± I zUWz r� FO-r 80 90 100 110 120 130 140 150 160 W U Z STORM BAR HEIGHT(INCHES) C) U W � SECTION"C-C"(5) j SCHEDULE#9-STORM BAR PERFORMANCE CHART SECTION"C-C"(6) 3 STORM BAR wrDl WSERT(FIXED ORRENpyAgLE(.SECCfoN"CL"(4.Ib.ls(R(6) 1 W FIXED OR REMOVABLE STORM BAR FIXED OR REMOVABLE STORMI;BAR I O I 67 57 I y �Nff;W�Mt(�IN)I ',EE HECI -E ` t %4 1 ELC P - T.r l;l E,1 ° ! F R' AA OR AC - p by TYP V.FETE 1 1 i - c 1 '4 1-� ,4" ELCC ��� EE 96 I I N O Yp. ^J:RETE - �; �: ST�r .+ E=.F fV �H,RTLLJ l05' I Ei z �9 X14 _ Ci:lS TYP �LLIU, U 115. W `� f ' – 125cl N U - i � 132' � i � o.� ►•1 p o 144 (Sr In fA a 156 i to . GLF - i EE ±'a 77 EE y;TE 2 E— ± DRAWN, D� N ' ' DATE Ci8-Iv':i`Ei NOTES: 80 90 100 110 120 130 140 150 160 170 Arrltovm.. �— 1.ALL PERFORMANCE CHARTS ARE DRAWING SECTION STORM BAR HEIGHT(INCHES) DATE - SPECIFIC AND ARE BASED ON ANCHORAGE,BENDING STRESS,AND DEFLECTION LIMITS. DRAWING NO 2.OPTIONAL(2)#56 SS POP RIVET OR(2)#12 x 3/4"SS SMS _O -�3 THRU PURLIN INTO POST.KEEPS ALUMINUM FROM VIBRATING AGAINST EACH OTHER. SUE, I REV: - 3.AT THE SAME UNIT WIDTH AND STORM BAR HEIGHT B THE USE OF TWO SETS OF STORM BARS INCREASES THE _ PSF RESISTANCE BY 1.75, SCALE' 1:10 stmu., — 17 OF 21% u� r Z rc N FIXED STORM BAR REMOVABLE STORM BAR D y n� EE >:,HEDU_= SEE SCHEDUI E #0 y S % 4' ST.R,1 B- �P=N OH-RT S 4" STORH E,-"R SP4N 1■I. i�'1. ��■■�■■ � )) —\ SEE NOTE 2 ny z/ ^\ti� C SEE SHEET 1 E ^F 26 / F0= SPR!NG—L'-E'EC STOR'.i E-R ASSEHBL'i' = G 5 RE':'UIF.:E 0 z '2? WZ :EKB,�•_, O i,2 3/8 $S PC.'it�tGOLT 0 T < riN Er E TENT, 12 iN. DIBEDr,IENT, W E-i 4 1;'2 PI,N. t E DSTANCE) TYr �_OPr RE IN. EDGE C:'ET'P W O O TYP. :ON;RET= r V (w 14 SS SrJ w �. :4'� x 14 SS 4 STOR(4 E'R OR W I I 4 57--DR6.1 B R I 0 c:k -14 SS SP.1S, f�i t 4 ET T1 R5-1-- �;vEEF 4 I%Ll TYF Ltn.1. W Y r. Uh;l. U z T SCHEDULE#10-STORM BAR PERFORMANCE CHART SCHEDULE#11-STORM BAR PERFORMANCE CHART z ;'Id 4 STORM BAR(FIXED OR REMOVABLE), ( 4"STORM BAR WITH INSERT(FIXED OR REMOVABLE),SECTION"C-C'•(3)&(4) y' N N �/f ,r I (� L-- � 'U NIT WIDTH( I o i UNIT WIDTH(IN) Li 1168; 1 1 I 125' I 132 I I ! I z I I I N . 00 �. 0 156 I I i I 3 0 m °' C { cos XI i I a I i Aau, a o I D _ j DRAV^: Orr DATE: G8! F a v APPRO'. ED j NOTES: - i 1.ALL PERFORMANCE CHARTS ARE DRAWING SECTIONDRAWING W. I I I o ( I I DATE g_Z C�_O V SPECIFIC AND ARE BASED ON ANCHORAGE,BENDING I j I STRESS,AND DEFLECTION LIMITS. 3-01-0: 1 ' 2.OPTIONAL(2)#56 SS POP RIVET OR(2)#12 x 3/4"SS SMS REV:. THRU PURLIN INTO POST.KEEPS ALUMINUM FROM i„ n i ;.' I ; l i ;ill ; VIBRATING AGAINST EACH OTHER. 80 90 100 110 120 130 140 150 160 170 80 90 100 110 120 13d l40 150 160 170 B 3.AT THE SAME UNIT WIDTH AND STORM BAR HEIGHT STORM BAR HEIGHT(INCHES) u•UL, 1: 1(b THE USE OF TWO SETS OF STORM BARS INCREASES THE STORM BAR HEIGHT(INCHES) SHEET: PSF RESISTANCE BY 1.75. 18of 26 STORM BAR NOTES: 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. SH!!TTER bOX _' TO 1_ SHUTTER E;,--!X TC' 12 STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE 4. C -.c 6 SICEC i 4 5 C'R 6 SICEC (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING ARE SHOWN ON SHEET 17,18,&19 OF 2k " 1 )1 2.SHUTTEM(S)SHOULD NOT-BE DOLLED DOWN DURING z n � \\ WIND EVENTS WITHOUT REMOVABLE STORM BARS • wFa LL 8 IN PLACE.ROLL-A-WAY IS NOT RESPONSIBLE FOR a:o ®- !SECTION SUBSEQUENT DAMAGE. y 3, Q t WALL MOUNT \ y 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT • g o s ' WALL MOUNT \ UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM f $W NO STORM BARS G•f L WITH STORM BARS \� P BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD USE SOME FORM OF HOOD SUPPORT,HEADER,TUBING OR .•� g / n I EXTERNAL SUPPORT. • 1 1 S x '" x .i" x i� ( ° I 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR : • IN I FRN L 'Ll.11.i N LE r! " ll ( ��. �. / j REINFORCEMENT BRACKET SHOWN ON SHEET 24 OF 26. �����■ III (\W ')OR X 6.ALLOWABLE HEADER SPANS FOR TWO SETS OF EVENLY THR) SIDEF t ME T N LE ti li l I'li\ (I SPACED STORM BARS MAY BE FOUND BY USING A REDUCTION (� I /4 x _ 1/4' I�;� �' I I �' ,;y OF THE PSF SHOWN BELOW.THIS REDUCTION IS OBTAINED BY T4P N T;-, CONCRETE I f (2j X1%4-�0 x 3/4" SS BOLT j iIII I'\ USE OFA 0.85 MULTIPLIER. 1� fj I &. SS NUIT ry HEADER & t II ! (2) 01/'4" T1PCG'N TO C1:lr1CRETE I �� SEE SECTION"C-C"(6) W SHEET 17 OF 26 D i OR it E . i D IOR, E BLOCK GLASS GLASS 5 7B"&7 1/4"HEADER SPAN CHART SECTION"E-E"(1) O i mNcaereBLOCK.ous^u.rnrArcay.lua•vaeFnnlEvr STORM BAR it LENGTH(IMW I SEE iI SCHECULES W I' +' 6o I SEE STORM BAR NOTES I r R h i i N GL S w II I I I I CLE AlICE .66 SEF HEC;J1_E1 r I SSHEET - -72; 1 Q FOR :JI1N. GL,�SS � _ raNCE &Ir (' W z -- t � 11 � � U 7r. LT �C G OF �.. 1-' II tl III Ii Ili;. I I O I11`1 GLASS 70 vo uo I30 Iso no .LL-p-.N E HEADER LENGTH(INCHES) z �I a I CONCRETE -- 5 7/8"&7 1/4"HEADER SPAN CHART c 3320 PSI CONCRETE. ISN- CSO�APCOTi,1)V r EASIMM\T $ I I I i ° e " n' i STORM BAR ' 78 LENGTH(IN94 96 ALT.SILL DETAIL jV 1 AL SILL T-10 II II! _ X12011 ,. jII I cL SCHEGULES v C or, r-,R kilrl L=S� 3 0 .a v1' :� i ( j CLQ R=.N'E E_ tC JL E II ( I "SHEET 7 N: 8 JF 2;3 Ilt t-11'L't hI tt.l (,nl iRl 111111 rt1iil!.'!I"I W '�•^�' F �L�SS I II 70 e0 110 130 130 170 -o,Q I it .j I'I 1 .;� , HEADER LENGTH(INCHES) -- - OF _. SEE STORM BAR NOTES WOOD 5 7/8"&7 1/4"HEADER SPAN CHART l III !I ',! SEE SECTION"C-C"(5) SECTION"E-E^(q li It SHEET 170F26 WOOD FR MN .ii mss. DRAWN: DF it AB OR AD i' DAM" I ( I I STORM BAR I n8�`'�✓ 1 I .Co APPROVED: 1 ' g _ I I i i t 66' DATE Iib' DRAWING NO: ' I , 3-01-031 L OR s2zE I REV: �' ' .I.N C�t t a Iiia �Ir,lul �li!a'i Lt X1:11 B __ J e �- — !, E c,70,, . 90 110 130 150no SCALE I:10 HEADER LENGTH(INCHES) sHEET: 20 OF 2% BEYOND'. — H a OR I STORM BAR NOTES: L SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. 3.) L 1 '4' T'P .'�N STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE SH rr?EF, o X T'l lc �- !� 4" t11N Fh,1BEDtdENr; (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING w SHUTTER BOX TSID / z ARE SHOWN ON SHEET 17,18,&19 OF 26. . 4 � QR � �tC�G �� ,• FQSi IN?O LvNCRETE 4, C R o =.IDED ,I 2.SHUTTERS)SHOULD NOT BE ROLLED DOWN 6f3RING WIND EVENTS W1THO&REMOVABLE STORM BARS Z 8 I,) l \ IN PLACE.ROLL-A-WAY IS NOT RESPONSIBLE FOR ■ a H SUBSEQUENT DAMAGE. F SECTION"D-D"(3) j / O ' 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT i Y UP ON-STORM BAR,WHEN BOTTOM FEET CLEAR THE STORMJAMB ■ p JAMB MOUNT BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. m NO STORM BARS � WITH STORM RS \�_ O 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD U USE SOME FORM OF HOOD SUPPORT,HEADER,TUBING OR ', > /// EXTERNAL SUPPORT. 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR ►i■ .� O REINFORCEMENT BRACKET SHOWN ON SHEET 24 OF 26. ■ i 1 1/2" x 1 x .1'* x 5 6.SEE ALTERNATE SPANS USING 01/4-20 BOLT&NUT PER NTEPN°L -UJh1 =NGLs 'Po;' I �� ,� J�' �f -f DETAIL"E-E"(4)SHEET 23 OF 26. SS W OR X `` 7.ALLOWABLE HEADER SPANS FOR TWO SETS OF EVENLY THRU IDEFR41IE TO -.Nr-:LE / I SPACED STORM BARS MAY BE FOUND BY USING A REDUCTION j `12 x 3/4" SS Sh"Ic O - _`^ z I I OF THE PSF SHOWN BELOW.THIS REDUCTION IS OBTAINED BY TO ALUM. POST I j; , * J x /4" S BOLT USE OFA 0.85 MULTIPLIER. & SS NUT TO HE=CEP & �' t I ! I l 131) 01�4 T�PCON tl iC 3, u 1 4 x .'4" SS SMS AUJPA. POST, NOTE6 ` !? S;'4" MIN. Eh,iBEC".1ENT` (L� D OR El li ��� "a- STORM B'R, 2 1;2" S.C. U O I REST, 16" Q.O. �� ( y � OR it \�/ c� OR ij H l' �,, 5 7/8"&7 1/4"HEADER SPAN CHART w ~" SEMON"E-E"(2) ! I I/8"ALUM ALLAY 6005-T5.414 x 3/4"SS SKIS i150 SEE SCHEDULES l t t QR LAIN. SUSS O I' I I I ! I I SEE SCHEC; !LE'= I (� t CLE P'NC= II SEE STORM BAR NOTES I FQP, h;llt l c STORM BARHEET 8 F 2c �I ( II '� CLEµR,!ti E - I LENGTH(IN) O SHEET 7 8 -F A III I C N W �O II I GLASS i I -1201i O MOO E- H I;OR( I I I Ill CLEARAfd E 144' z O y v 72 as 4 4 ° 108 N I!!!'II II l;;!I;Ilil ii !:Illllli 1!1!1'111 tlll�l!'!I zZ 70 90 110 130 150 170 I ALI T.SILL DETAIL', I ;ALT.SILL DETAIL !I 1 (II I l HEADER LENGTH(INCHES) ,may ap SEESHED" SEE _;HE''L1LE I (I IIS I F FLGhIEE FL 'yG �p •� Oj cSET LE R �E — & c c o 0 -F I SEE STORM BAR NOTES LE2.F.. N: E O I II SEE SECTION"C-C"(5) IAF DRAWN: FOR LIMITATIONS r � I AB.. OR AD �i I >i¢ SHEET 17 OF 26 DATE H OR I — = �. •�/r� j I; APPROVED: O jj z DATE i, DRAWING NO: j , 3-01-034 N �: SIZE REv: i - — 3 t. E1:1EELUENrl / SCALE C1 ,4, x 1 4 ,1 4 MIN. _ 1. 10 3 1 — ST3PLI E_ 2 I; skEe1: PEST, 1 _. 22 OF :6 , HCWM -j i" I-- HUM L MOUNT JAMB MOUNT ° REINFORCED HEADER I r I C L FASTE•1=R> PER REINFORCED HEADER j 2 T YP.� It _EG E '•CONNE ON 7 n L R H CONNECTIONCGST=.NCE - ` z° JRim_HCWM SECTIONI ^ OR`? I ------- HCJM SECTIONismjOR z � ��■oil 0 D� OR E _I 1 C o �r t CT SCHECI'_ KN. 3o; I i,G,G STUCD -� ---- L1,"[" 4. EbIEcC1lE " _--I 4; #14 SS SMS J-- - ;1 1/2' PflV F 'EEI)MENTj 1 :4, 71- x 4' SS z.l.'S N' RETE 3P, r.L„,,-,K U 1 T '8” SS F ER-8CU z KAIN EhaFECF.:IENTII ORr X L .,HUTS? - -2•i -14 x 2" -niS 0 1 CK TJX .. �-• � O I F� i W X U Z �! 1� J W iORt ;4j -14 x 3j4" Si.1S OR n i" a HCWM HUM i I w % \` OR X U WOOD SCREWS SHALL BE CENTERED IN 2"FACE OF STUD. uA E-4 W z REINFORCED HEADER-SCHEDULE#! REINFORCED HEADER-SCHEDULE#lA 3 7/8"&7 1/4"HEADER 5 7 M&7 U4"HIiADER REINFORCED HEADER-SCHEDULE#4 0 3771 PSI 10 .1 4 EWBmw,rr MMM)PSI COQ gwj NT % 84 I;72 60 t 48 STORM BAR o % ;48 i i ! I j REINFORCED HEADER-SCHEDULE#2 5 7/8"&7 1/4"HEADER S 7/8"&7 l/4"HEADER 1/8"A •#j-4 x SMS LENGTH mWRETE t 7i 1°>Tz4Sp rEnlsPn3�T ! �oN 7620 ii j I STORM BAR LENGTH(N! -=g FORCEDj H•EADER-SCHEDULE#3 5 7/8"&7 1/4"HEADER p STORM BA jtSTORM BAR g I I LENGTH(Y);LENGTH( 3 �- Nvbr O120 '1to d� : 1 7 V STORM BAR q0 i U - I(I I ( 1 I ! I ! -= LENGTH(IN) IOBiI i 3 0 � m= I TL ~ I ' I i (3., rn .a • h08' i N 1 At- 4. j 1 ( t 1-2 I - - 1 f I DRAWN: - o - I I f _ log I Idd ©F I ^_ ry j Isal DATE 08-10-04 I'i32. = I 1 TT t`26' �' APPROVFD: 90 100 Ito 120 130 140 150 160 170 70 90 110 130 M no 70 HEADER no TREADER JIO 130 150 170 ----770 aHEADER 130 170 DATE 90 110 t3O L50 70 90 90 110 130 HEADER LENGTH(INCHES) 8-2 S -0(4 I!: (INCHES) DRAWING NO: - li 3-01-031 1 j SEM. D I REV: B {, A SCALE- 1:4 — SHEET: - 24 OF 26 1{ �rMULLICiN MOUNT SPLIT MULLIONOM�UNT ®. REINFORCED FADER JOR K REINFORCED HEADER CONNECTION ;' HCM ':. CONNECTION HCM S 4 t �---EC --- HCSM ti u; : J�?OR �� ITION I HCSM SECTION I Z `, ; Iii W LL. R ) 18 I --7--- -- --- 2;; 14 x :4; -14 x 3,'a' t:i� PLP TR rK w U i4 x .3 ;4.. SS i PER HEDGER i !�W OR X HCM N - W%OR, X'? OR ; W :X/i n HCSMSHJEX � OR \;X ''EF o'-: O A � O z REINFORCED HEADER-SCHEDULE#f Z 5 7/8"&7 1/4"HEADER I/8"ALUM ALLOY 6063.T-r#-14-,-T/-4-SS SMS < STORM§AR LENGTHI;( 00 z i [ U oo 108 %0 wa y �., 43 o ,� I ,,a c '0 o N _ 132' 172 A a w a =i+I56 884'- 96, 46 DRAWN: DP 1201 _ oATe 08-10-04" :144 APPt OVM. I I f I 'D7 Ni -.y 168 DATE: g-2 S- .�.;tl�ii :liil jllllil t,t�:• :lii ;il�i I;t`.�;� DRAWINGNO �. 90 100 110 120 130 140 150 160 !70 3-01-031 HEADER LENGTH(INCHES) SUE REV: B - i SCALE l:4 sxer•r. 26 DP 26