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1655 Beach Ave i y f 1 t 1 I j TYPICAL SINGLF UNIT TYPICAL MULTIPLE UNTI 0 ELEVATION ELEVATION WO STORM BARS REQUIRED) (NO STORM BARS RFQULRED) (UNITS SHARE CENTER POST) € o i V) 1 mN my I 8 C9 U z i Y Y 3 V a 1 A _ A A A Q z ; Op 0. Q H Q 3. OR MAX. SLAT SPAN 3. OR MAX. SLAT SPAN MAX. SLAT SPM! • JL SEE SLAT PERFORMANCE AND SEE SLAT PERFORMANCE AND SEE SLAT PERFORMANCE AND 04 U 2 I/2 ATTACHMENT SCHEDULES 1/2� ATTACHMENT SCHEDULES ATTACHMENT SCHEDULES O A ' SEE GENERAL TYPICAL MMTI"UNIT V W o TYPICALSINGLEOrr ELEVATION f" ce, EMVATTON (STORM HARE REQUIRED) O (STORM BARS REQUIRED) NOTES PAGE (UNITS SHARE CENTER POS'[) � z CL. i x nWi x j Sol �" o 1 ,z +� I� Y OAPPROVED CITY 0 ATLANTIC BEACH BU DING OFFICE { A A A Ah 4Qy, 27 2006 wRiorra .��v uwli 8.. 1 fliwvplG W 3-01-031 ?•I OR OR — SLAT SPAN 2•I SLAT SPAN — SLAT SPAN crit uv. B MAX. SLAT SPAN ' TRACK TO TRACK SEE SLAT PERFORMANCE AND TRACK TO TRACK TRACK TO TRACK �w`E 3.18 a ATTACHMENT SCHEDULES ) - ?G j l E• �- -I 3.0^0 2.5C•0 6.000 1 I � ` 3654 } .05s -� 74 -� r .dee .ose I ! .oaB 2.539 2.165 f ( j i.070 } 99E } t.d714 - .039 J5C ?.tE 1 } ,Rl.� 365 -I - 363 r- 125 .123 Y v. r j PSSDFR SLAT Ln1YER SLAT R1 BAR UPPFR SLAT RLBAC. © BOTTOM SLAT O SYSTEM 1 TRACK SYSTEM is TRACK ©SYST!M I DOUSLE'RACK ` Al PDLYVIN'YL CHLORIDE B ALUMINLW 6005-TS B` ALUMINUM 6063-16 C AI.UMIINUM 6063-T6 0 END REI fti'TIUN F hNI)RETENTION F END RETENTION j ALLWIM IM 6063.16 ALUMLNUM 6ttf3-T6 ALUMINIUM 6061•T6 C;n j 3.000- - 3.000 2.000 6.000 3.000 125 2.000 U 3.0001 4.000 .125 .125 4.000 �- z 25 .250 3 000 �' Z 125 � _1.000 0 0 I 1 ~ f� T .300 .125 V 7 0. U w TUBS 1`s 3"x.125" O TUBE 2"x 3"It IM^ O TUBE 3'x 4"s 118' O MULLION 3`a 1^NEA VY DUTY � MULLION 3'a 6`HEAVY DUTY O ANGLE1`x 2"a.125" < E- 1 ALUMINUM 6063-T6 ALUMMM 6003-T5 ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 6003-TS ALUMINUM 6063-TS a U 1 V `Z O 5.000 4.865 C 4.000 2.700 .078 # Z 1.500 3.000 } L r .096 1.375 1,200 T 2.165 1.000 20 2.X25 t92 -3.000 T _ .1 DO 2.65 195 1 .049 _ 093 .125-� -125 / O 1ANGLE MLR1"SASE 3"ANGLE I"%11/7 x 3r3a 4"(L-3 3/s") ) O ALUMINUM 6063 TS2" O ALUMINUM 606.1.1.5 O wALUMlNLW 6'* IUSW SLAT x6005-T5 ';I6') O ALUMINUM 6005-TS O STORM BAR3 ALTUMINUM 6005-TSRM BAR INSEST A2 ALUMINUM 6063-T6 z in { -- 1.198 1.243 L-j i .125 .125 � 1-1 .100 ,� 1.500 - ,125 1.500 1.228 -T-�(}�-� 1.241 1.500 1.500 } .350 -I .260 .385 -- ( 125 -I�-- 150 j 2.698 4.000 -� �-- 3.286 ---� 4.647 I �-3.500 --� �--- 5.875 wa 3"KXED MRM BAR SASE, 4"I DIED STORM BAR BASE, toAttwn STANDARD 4"STORM BAR .T=M PARO 1/2"HEADER HEADER 5 74" (IFNGTN-2 518") a ALUMINUM 6005-TS O 4"ALUMD41JM 6D63-INSERT O (LENGTH-STANDAR9/32') SALLOY 6WS- 3 O ALUMVgL7M 6005-TS 3-01-031 ALUMINUM 6063-T6 ALUMINUM&-WT5 S� p SFV B aut 1:4 swrr 3 - 26 i I i i i i 1 i i j a 4.000 .*44 4.000- SIZEO PER TYP. 2 PLACES ANCHOR 44 .500 TYP. 375 3.500 .250 TMP. ' TYP. IF TYP.375 TMP. 0 O 1.125 7 1 LL 100 - 4.000]00 3.328 .125 1�r�10 2.750 T j I r 3.0Q0250 2.685 .125 I t ( 13.So0 - .125 • T- o O i • a 1.500 O C7 , SIZE, 07Y PER SIZE CITY PER 250 �-- 1.117 ANCHOR TYP. SYP. �--- .250 A- .125 1,125 � � ANCHOR TYP. t.375 1.250 2.685 ' �- 7.250 TYP. 1.250 TMP. •■ Y REMOVABiE STORM BAR RASE, O 4"REMOYABL E ARRM BAR BASE. O 3'RfiMIJIdQQIJM OR 6005-TSOVABLE STORM BAR S O HEADER 71t4" O STANDARD ALUMINUM 6005-TS AL UMH1UM 6061-T6 OR 6005-TS ALUtr@1UL161161-T6 0R 6005 TS W O SIZED R TYP. 2 PLACES U Q o 0 a 7.150 SIZED.PER ANCHOR O ANCHOR�. ¢ `� I 250 .375 TMP. 2 PLACES 2 PLACES W H TYP. TYP. - w U 2.681 � .500 2 PLCS 1.905 ;� 1.563 MIN. .510 • HEAD U W O I 1.2151 2.2501 8.250 1 n 13.000 125 I ' 0 Cl" 500 2.500 2.188 Z #12AB THREAD 385 .385 2.687 MIN. 2.480 2.480 4.000 8 i A8 3'REMOVABLE STORM BAR BASE, 3'PD D STORM BAR BASE. 3'flXFD STORM BAR BASIL END Q SrAIJNL SCREEN OAC ALUMUCUMF D 606I-r6 OR QTS O ALUMLNUM 660661-766 OR 600545 O DOUBLE lOQ HQ SCAINLFSS STEEL ALUMINUM 6061-T6 OR 600S-TS z 16 GAUGE 16 GAUGE T(.060) TYP. 16 (.060) TYP. '- (.060))TTYP. 12"SlDFt71Al� .0 GAUGE h 10'SID6PRAME (.060) TYP. SI 11" DF.RAME II 9"SIDFFRAIt4E O STAINt cce Sh:BI i8 VnERNAL ANGLE 1C PtEtNALANGIE !D INTERNAL E LESSST f I A INITyRNAL.ANGLE 304 STAlNlSLSS STEEL 304 STALN!E4S STEM 304 STAII�IFSS STEEL I 1.406 1.500 1.500 1� owtt 4.01, jc TYP. T- �- � uww�xo►tA �:P i 18.069 3000 4 �--- 6TMP7 TYP. uaw+�.c�u + 82PBuea TMP. e2PBLTHRU AcEs 6 PLACES et a 3-01-031 I I 97 1_ 9r L_ 9r 1 1 92' B .938 • • • .900 • s i.000 • 0 0 1.000 o O o x:w I T- T- T- 1 4 26 i i 1 I j I i 1 5 I A2 2� gg { 39 A+ .39 • R AP • 4s 1 r L----------- AL ■ �� i 1 � _ 1 1 END LOCK - NYLON (� - ----- \ 4 < OVAL CSK SS SMS C8!(SS sA1S Q O i W Z a j ENO LOCK - NYLON R`1 1 138 CNN)RF ITN"110N DFCAIL Q •� Il%W kNI)KUT1;1471UN D CAO. tEVUY OTHER SLAT? V (EVURY SLAT) 04 w A Q AS B; Al LI B2 .39 � O � 4 ; .39 3 i 3 z jr 1I j I L,,,_------- — -- ----- rCT 1 AF 1 A_ 41 1 10 --- ----11----I , -- ----`----7 4 4 \mei j =__— ——————— ___———————— 1 DATL -i ENO LOCK - NYLON 1 END LOCK - NYLON YT11~ r� { i ,�S PSS 2ND kNDRF.7FYCIQNDETAIL nuwuww Mit-7t LVERY SLAT► PSS IN)[JBl EE\FRY uTjlOti 1N7AlI 3-01-031 j �PSSLR 2ND LVLRY UTHUt SLA'I) UM $ ■tv: tt,.c FULL 6 - 26 { ( i f t - i i 1 NU'1ES: 1.THESE PGRFORMANCE SPAN CHARTS DO NOT GUARANTEE USAOF TRACK ATTACHMENTS,BUILD-OUT AND MULLIONS MUST BE c VERIFIED PER INDIVIDUAL CHARTS. t 2.PSSER-REBAR ALL SLATS ARE SMALL MISSLE IMFACf COAIPUANT. i B 3.PSSER-RE'BAR ALL SLATS ARE NOT TO BE USED FOR LARGE MISSILE . IMPACT HURRICANE SHUTTERS IN WIND BORNE DEBRIS REGIONS. u SLAT SPAN CHART • 1 0 I a P55ER & P55DER SLATS $ + cis m 1 i _ I _ r _ NOTALLOWED f.. .. . _._1 - t N Q j I _ SPANS _�_.�_. -- j 105 110 115 120 125 130 135 140 143 150 155 160 165 _ - C) TRACK TO TRACK(INCHES) x SCHEDULE 112 GLASS CLEARANCE PSSTER.USbOER 8t PSSDER } �J LA ( z , r 1 r t _• ' 111 _..«._. „. 106 f �S DLJF 1 i , . t w • i a " ( 72 � � � , '+ ■.drat rat r- --►-- - -� - - - ._�._ nt 3-01-031 77L7 A L/F' Nf Iw t t !r et ,t '( 1' ,I, �I :f I Y� ,,..r .P'. ♦ �{ > .4 i.t�f+s' '` �( 30 40' 30 60• ,70 ' !0 90, 100 110 120 i �tl able n {. 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EMBEDMENT, (2' MIN. EMBEDMENT, 4 1/2' MIN. EDGE DISTANCE) © 4 1/2' MIN. EDGE DISTANCE) SEE SCHEDULE / 6 SEE SCHEDULE / 6 SPAN CHART BELOW SPAN CHART BELOW z Q SEE SCHEDULE IF O Q Z SEE SCHEDULE #912TJ t O Q 05/8* HOLE PLUG SHEET 14 OF 26 G+ i I / 45/8' HOLE PLUG F TYP. V w a 0 A Zu WWWIN"AUMNOTE: MAXIMUM GAP BETWEEN CUT END w OF POST AND POST BASE IS 1 /4" v w o s Z I q � 7 2 f Oil 12 11 14 15 16 0 111 M V 21 n"W '^ i�2SMQN'0(Q1016L1 � � � SCHEDULE # 6 z z MAXIMUM MULLION HEIGHT (IN) SLAT WIDTH FOR 8-8(3)&"(4)-NO STORM BARS PSF 48 54 60 88 72 78 84 90 96 108 120 132 144 156 188 180 10 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 210.0 240.0 240.0 15 140.0 240.0 240.0 240.0 240.0 240.0 1 240.0 240.0 240.0 240.0 240.0 235.5 228.9 222.9 217.5 212.5 a 20 240.0 240.0 240.0 240.0 240:0 240.0 1 240.0 240.0 237.6 228.6 220.8 214.0 208.0 200.2 193.0 186.5 Q Q" 25 240.0 240.0 240.0 240.0 240.0 236.1 230.5 225.3 710.6 212.2 203.9 194.5 186.3 179.1 172.6 166.8 30 240.0 240.0 240.0 234.7 228.1 222.2 216.9 212.0 207.6 196.1 186.1 177.6 170.1 163.5 157.6 152.3 35 240.0 237.9 229.9 222.9 218.7 211.1 205.4 198.6 192.4 181.5 172.3 164.4 157.5 151.4 145.9 141.0 40 236.4 1 227.6 219.9 213.2 207.2 199.3 192.1 185.7 1 179.9 189.8 1 161.2 153.8 J 147.3 1 141.8 136.5 1 131.9 w.•" Dr 45 227.3 1 218.8 211.4 203.9 195.4 187.9 181.2 175.1 169.8 160.1 152.0 145.0 138.9 133.5 128.7 124.4 DAM j 50 219.5 211.3 202.6 1934 185.4 178.2 171.9 166.1 180.9 151.9 144.2 137.5 131.8 126.6 122.1 117.5 0540-of 60 208.2 194.7 185.0 176.6 169.2 152.7 156.9 151.7 146.9 138.8 126.9 115.5 106.0 87.9 91.0 84.9 '"1Ovft P 70 190.0 180.3 171.3 163.5 156.7 150.8 145.3 140.4 135.5 120.7 108.8 98.0 90.8 83.9 78.0 72.8 1Ma a15 21004 80 178.5 168.6 160.2 152.9 1 146.5 140.9 1 135.2 126.3 118.6 105.6 95.2 86.6 79.5 73.4 68.2 83.7 URAWI.K vm 90 168.3 159.0 151.0 144.2 138.2 129.3 120.2 1 112.3 105.4 93.9 84.6 77.0 70.6 65.3 80.6 56.6 3-01-031 100 159.7 150.8 143.3 136.8 125.8 116.3 108.2 101.1 1 94.9 84.5 1 78.1 69.3 83.6 1 58.7 54.8 51.0 110 152.3 143.8 136.6 124.5 114.4 105.8 98.3 91.9 86.2 76.8 69.2 63.0 57.8 53.4 49.8 46.3 " B "`V` A 120 145.8 137.7 125.3 114.2 104.9 96.9 90.1 84.2 79.1 70.4 63.4 57.7 53.0 48.9 45.5 42.5 130 140.1 128.2 115.7 105.4 96.8 89.5 83.2 77.8 73.0 65.0 58.8 53.3 48.9 45.2 42.0 39.2 SCALL 1:1 140 1 133.4 1 119.0 1 107.4 1 97.9 89.9 83.1 77.3 72.2 67.8 60.3 54.4 49.5 45.4 42.0 39.0 1 36.4 30acr 15 - 26 ail I, II', j 9Z r Ll st'I Aawis[s�7t asa ► t ►'L 09 I's 016 1 ►'Ot S'tt o'tt I'M I CLt 9'0Z 0'9Z 991 �nx L'9 Y6 Z'Ot L"4UL9'tt CSL IP It COE r Ire S OE IS► 3H157SY1M N�7 SILYfl W801S 1O SO. 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(2) 03/8- SS POMIERBOLT O (2) 03/6" SS POWERBOLT (2- MIN. EMBEDMENT, (Y MIN. EMBEDMENT, V 4 1/2- MIN. EDGE DISTANCE) { TYP. CONCRETE 1/2 MIN. EDGE DISTANCE) TTYP. CONCRETE Z #14 SS SMIS. (4) ;14 SS SMS. Q O 4STORM BAR OR) p ® 4 STORM BAR OR , (6) #14 SS SMS, O 4 (6) 11114 SS SMS, 4 STORM BAR W/ INSERT t3. 4 STORM BAR W/ INSERT TYP. ALUM, TYP. ALUM. V 4"STORM BAR PERFORMANCE SCHEDULE#10 Q FIXED OR REMOVABLE MAXIMUM DESIGN PRESSURE(PSF) w SECTION-C-C-(3)b(4) TRACK TO TRACK-2 SPAN (IN) 0 48 60 72 84 96 108 120 132 144 156 166 Z Q 48 413.6 330.9 275.7 238.3 208.8 183.8 165.4 150.4 137.9 127.3 118.2 V W 0 04 54 387.6 294.1 245.1 210.1 183.8 163.4 147.1 1 133.7 122.5 113.1 105.0 E y 60 330.9 264-7 2206 189.1 165.4 147.1 132.4 120.3 110.3 101.8 94.5 z 4'STORM 66 286.5 229.2 191.0 163.7 143.2 127.3 114.6 104.2 95.5 88.1 81.8 A HEIGHT 72 237.8 190.3 158.8 135.9 118.9 105.7 95.1 86.5 79.3 73.2 68.0 4 BAR H IGH a 78 200.3 160.3 1 .8 114.5 100.2 89.0 80.1 72.8 86.8 51.6 57.2 33 84 183.9 147.1 1 122.6 105.1 91.9 81.7 73.5 66.9 61.3 56.6 52.5 98 138.9 111.1 92.8 79.4 69.4 61.7 65.5 50.5 . 45.3 42.7 39.7 106 108.3 88.7 72.2 81.9 54.2 48.1 43.3 1 39.4 .1 33.3 30.9 120 86.7 89.3 57.8 49.5 43.3 38.5 34.7 31.5 28.9 26.7 24.8 132 70.8 56.6 47.2 40.4 35.4 31.4 28.3 25.7 23.6 21.6 20.2 d �` 144 58.8 47.0 39.2 33.6 29.4 26.1 23.5 21.4 19.8 18.1 16.8 Z 155 49.5 39.6 33.0 28.3 24.8 220 19.8 18.0 16.5 15.2 14.1 168 1 42.2 33.8 1 282 24.1 1 21.1 18.8 16.9 15.4 14.1 13.0 12.1 4-WITH INSERT STORM BAR PERFORMANCE SCHEDULE atk 11 4 a x FI ED OR REMOVABLE MAXIMUM DESIGN PRESSURE (PSF) SECTION-C-C-(3)8(4) TRACK TO TRACK-2 SPAN (IN) 48 60 72 84 96 108 120 132 144 156 168 48 620.4 1 496.3 413.8 354.5 310.2 275.7 248.2 225.6 208.8 190.9 177.3 54 551.5 1 441.2 367.5 315.1 275.7 245.1 220.6 200.5 183.8 189.7 157.6 0.. 80 496.3 397.1 330.9 283.8 248.2 220.6 198.5 180.5 165.4 152.7 141.8 4- STORM 66 451.2 381.0 300.8 257.6 225.6 200.5 180.5 164.1 150.4 138.8 128.9 '�'� A08-10-04A NOS: BAR HEIGHT 72 402.5 322.0 288.3 230.0 201.2 178.9 161.0 148.3 134.2 123.8 115.0 """�° pJ` 1.ALL PERFORMANCE CHARTS ARE DRAWLNCf SF MM 78 339.9 272 0 226.6 194.3 170.0 151.1 138.0 123.8 113.3 104.6 97.1 a:s sPECtF1c AND ARE BASED ON ANCHORAGE,BFNINIK) rn-r8-t» STRESS.AND DFn ECTIONL2.lrm 84 290.8 232.5 193.8 166.1 145.3 129.2 118.3 105.7 98.9 89.4 83.0 2.(WM)NAL(2).34 SS POP RIVET OR(2)012.3W SS SMS 96 218.9 175.2 146.0 125.1 109.5 97.3 87.6 79.6 73.0 67.4 62.8 3-01-031 'AUtU STORM BAR INTO SIC"BAR BASE PLATE. 108 170.3 138.3 113.8 97.3 85.2 75.7 68.1 81.9 58.8 52.4 48.7 54 .4 49.4 45.3 41.8 38.8 im rev TO KEEP ALUI�ar1:N 77.7 6e. 0 60.4 al NON SrRUC7LRAL FASTkNFR O 120 135.9 108.7 90.8 . - FROM VIBRATING. 132 110.7 68.8 73.8 63.3 55.4 49.2 44.3 40.3 36.9 34.1 31.6 B A 3.AT THE SAME 11MT WIDTH AND NORM BAR HEIGH71 TW..IISF OF TWO SETS OF STORM BARS LNCREASE.S THF. 144 91.8 73.4 61.2 5Z.4 45.9 40.8 38.7 33.4 30.6 28.2 26.2 1:4 PSF RESISTANCE KY 1.75. 156 1 77.1 1 61.7 1 51.4 44.1 38.8 1 34.3 30.9 1 28.0 1 25.7 23.7 22.0 SHM 18 26 168 1 55.6 1 52.5 L 43.8 37.5 32.8 1 29.2 26.3 1 23.9 1 21.9 201 18.8 I y II ;� II � II sTX)RM BAR\"ITS: j SHUTTER BOX 7' TO 12' SHUTTER BOX 7' TO 12' 1.SHIT T17t SECTIONS ARE SHOWN WTni IIXFD STORM BARS. STORM BARS C"BE HXFD OR REMOVABLE REMOVABLE t 4. 5 OR 6 SIDED 4. 5 OR 6 SIDED iS M—LO SHOWN DED)ST C Ilj A eEASSL10S&MOUNIvrG i A 0 19 OF 2(L O 2.SHUTITYAS)SHOULD NOT BE ROLLED DOWN Dt tWo . f WIND EVINTS WITHOUT R040VABLESTORM BARS �� • !�! IN PLACE ROLL-A-WAY Is wrT RESPONSIBLE MR SI:CT101v"D-D"I i) SECTIONE-F"(t SLIBSFQUFMT DAMAGE. 3.RIF MOVM SMNCi-LOADED STORM BARS:REMOVE PIN,LEFT W ALL IIOUNT O ` WAIL biO1T'T �'' UP ON STORM BAR.WHEN BOT IIUM FEET LI.EAR THE STORM $ NO STORM HARE } :• WTI1i STORM BARS BAR BASE PLATE.ROTATE STORM BAR OUT OF OPENDVO. SH f i-. •;�!/. 4. UTTERS WMI NO STORM BARS OVER 72"WIDE SHOULD m s USE SOME FORM OF HOOD SUPPORT.HEADER.Ti IBM OR EXTCRNAL SUPPORT. 1 1/2' x 1' x .1' x 5' 5.FOR LARGER ALLOWABLE.HEADER SPAINS USE EXTERIOR INTERNAL ALUM. ANGLE W/ O(*(D REINFORCEMENT BRACY.EI'SHOWN ON Stiff 24 OF 26. 3) 6B S 6.ALLOWABLE ItEADiR SPANS K*'1WU SETS OF EVENLY ( #65 5 POP RIVETS .VI THRU 3) TO ANGLE & SPACED STORBARS MAY BE FOUND BY USM A REDIi(.'t7ON (2) M1/4' x 2 i/4' (2) 01/4-20 x 3/4` SS BOLT OF THE PSF SHOWN BELOW.THIS REDUC 1 N 15 OBTAINED BY j TAPCON TO CONCRETE USE of w o.aS MULTIPLIER. Ae SS NUT TO HEADER & (2) 01/4- TAPCON TO CONCRETE SEG SECTION'C•C"'(6) w T SIIEET 17 OF 26 u z BLOCK O OR V (DOR(D < Z. GLASS GLASS 7Isium,t�l � E'+ SEE SCHEDULES SGL S'fORN BAR vU2 ES FOR 1A�ICL/5S r Q « LL u SEE SCHEDULES SHEET 7 At 8 OF 26 n A FOR MIN. GLASS x M z CLEARANCE O R +--� W 0 SHEET 7 do 8 OF 26 E'1 I' MIN. GLASS 1.0 I!D Q CLEARANCE Muuxa Gnran+cnow; ,7.-. :: - I • • ,,.,aown.r ererslr SII r e .� 9 >Z R7NIIM SAN • q tilx/'I11cN/ Al T.-1 1.DET;UL J T.SR L DtTAII -r---�--�-. SEE SCHEDULES R FOR MIN. GLASS a CLEARANCE It Igi SEE SCHEDULES SHEET 7 & 8 OF 26 >o � Iw In Isl Iw FOR MIN. GLASS st�o.sue/urticsntse SHEET 7 CLEARANCE GLASS 26 SEE STORK BAR NOTES 1•CLEARANCE S 7A't 7 Ip'I=SAN QiART SEE SECTR)N'C C(S) S A8 t SHEET 17 OF 26 "1Op •.i s LEWININI AR►OVM PAN CFART IA • n asA.YON(t >► M 3-01-031 sus. O .sv. I L OR M , B - O R �z MIN. EDGE n X DISTANCE xl w IM Is In Ixl i:10 01/4- x 2 1/4- TAPCON / 16. O.C. n:Anel�s+arn locant sir 20 26 SII 1 • { j j j !! t)R�i (BEYOND) S n*M BAR N01-1:5: C9 1 SHUTIhA SI t TIVNS ARE SIIOWIi W!i'H IVEU STORM BARS. 11 f 4' TAPCON S'R)RM BARS CAN BE I7Xi7)GR kFN(3 VABLL,kl_Mtri'Abi-E SHUTTER (3) 11/BOX 7' TO 12' (1 3T EMBEDMENT) (%PRUN('•I.OAUFD)%11)RM BAR ASSEMBLIES&MOVIN'TING 12' 4, 5 OR 6 SIDED ARE SHOWN(JN SHEET!7.1&6 190E 36 SHUTTER BOX 7' TO W 4, 5 OR 6 SIDED POST INTO CONCRETE 2,SHt.-mitt SR SHOULD NOT Bls ROLLL'D DOWN UURINC; =R 1If WINDLVFA`)S WITIR)tfl RrIMOVARLF%TORM BARS, IN PL.ACIi.ROLL-A-WAY is NOTRESPONSIBL POR IE Sl'! FNTDAMAOF 3.RF]AOVIOVlN(;SPRUNG-LOADED 5'lbRM BARS:RL.140VL•PLY,LUT ItP ON STORM ET'(-IJ'-ARBAR.SSTIF�BO77CM1 FEET' THE STORM SI C I{t)14"Il n"CS I 0 51(i1ON L 1 CS_� BAR BASE PLATT:,ROTATE STORM BAR 01-r OF OPENING. 4 a t ;AMIE%K)UNr O 0 4.S11U7TFRS WIIll NO STORM BARS OVfR 72"WIDE SHOULD • - JAMB N10UNT' O I'SE Sl?.4t1 FTNtM Gh t►Cx><7 SUPI'cNt!'.III AUFIt,'Il'dBN;GN ' NO STORM BARS ~�� t1TT1157ORM BARS +•i I. EXTERNAL SUPPORT. y..I. 5.FOR LARGER ALLOWABLE IlEAD1It SPANS USE 17CIFRIOR O t'•, RLINIORCIAI:NIBWI('KLI'Sik)WNONsHF7-.ruW:26, 6,SEE ALTERNATE SPANS USING 0114-20 BOLT A NIT PER cm as 1 1/2' x 1' x .1 x 5' a . —� DETAIL"E-F^(4)Sllhkr 23 OF 26. INTERNAL ALUM. ANGLE W/ [W j OR )X 7.AI l O K'AALE tB:ADFR SPANS FOR T�NO SFAS(N EVENLY (3) #66 SS POP RIVETS v ✓ ' _ SPACEU SIYHtM BARS MAY BEFOI NU BY t'51YC;A RF.Ut C 114N n OF T1IE,PSF SHOWN BELOW.THIS REUU(7110N IS OBTAINED BY THRU SIDEFRAME TO ANGLE ec (2) #12 x 3/4' SS SMS O (2) 01/4-20 x 3J4" 5S BOLT 11sr:OF w o.as Mln.nrLI1R. TO ALUM. POST (3) 114Uz TO 3/ 4�SSESMS (3) 11/4" TAPCON (3� •E6 a (1 3/4- MIN. EMBEDMENT) U TO ALUM. POST, Nol j O OR O GLASS EST6 BARO.C.2 1/2" O.C. p O o0> C. OR H S 7/8"R 7 1/4-HEADER SPAN CHART Lu [�—C ld 0x-ems^ V E- R11' . s uu C. $ 70 go liv IpQ SEE SCHEDULES SEE SCHEDULES sT0lI M u ' FOR MIN. CLASSO SFl STORM BARhoTFS FOR MIN. CLASS SHEET 7C OF 26 SHEET 7 CLEARANCE OF 26 U O .-- GLASS Q 4 I I O $ Z I MIN. GLASS R H lO CLEARANCE r W 372 S { p • •_ `• • M 1011 1 O • .. • :' • • • � , i d d • x N j 70 90 119 130 130 170 i AI.[ SILL DETAIL `ALT.SA.1 UET•AIL � SEE SCHEDULES p 1 _.._..._J FOR MIN. GLASS IL . CLEARANCE 4 SEE SCHEDULES SHEET 7 & 8 OF 26 FOR MIN. GLASS O Q CLEARANCE SHEET 7 et 6 OF 26 i" MIN. GLASS SFS:STORM BAR NO.1T.5 CLEARANCE I j O sFE sr-.rnoN'Cl"(5) JDK LIMrfATIONS SI IEL7 17 OF 26 uAts OE1 0!N AB OR AU A~VW GL! Il (lft Ol onn �<?W .= s• ImAwmmo 3-01-031 B - Q �Z (4) /1/4' TAPCON 1:10 (t 3/4' MIN. EMBEDMENT) 01/4' x 2 1/4' TAPCON O STORM BAR. 2 1/2' O.C. ter. 22 26 T O 16" O.C. REST. 16' O.C. I { III I II { II SII � II HCWM t' HCJM • i } WALLAH7�P,i iy i _-. ._ •' RI.IINMJtCED HEADER OPTIONAL FASTENERS PER REIN"CED HEADER 2' TYP. e CONCR EDGE C Oh VIiC17ON r i r SCHEDULE R.H. 1 do 2 e CONNECTION WOOD W z gg� DISTANCE 0 z • Y 3' MIN. • 1 t: -- - } H OR t AC'9VIN SEC17t�t i yr h O O ------------ ---- - HCJM S7[N d ., ;. OHO � Q III --�� A• �� -�.�.. . . ----i -- 03/8' SS POWER-BOLT __oil _ O n Q i (2' MIN. EMBEDMENT) OR j i SEE SCHEDULE R.M. to `e e j O i j c:�;; .. :.•, - I WOOD STUD o 0 , WOOD SPUD - SCHEDULE R.H. 3 -- ---'I Q �o� I(2) t (4) 14 SS SMS /2a 4 SS SMS (i WN. EMOEDmDm ------ (1 1/2- MIN. EMBEDMENT) CONCRETE OR BLOCK (4) /14 x 3/4` SS SMS z 03/8- SS POWER-BOLT OO (2- MIN. 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