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CLEAR BERTHA STORM PANEL srcrLE +r4'� coy -' ' IL 7 I_73 seg _ i SECTION A-A Me L. t to INC, RaWS ' /Z ' t + r" YILLIT 71"W R EMDlNEFR040 COMMNY P�A4tM 0944 FL.73407 A T.s , Ww NK JaK at.,ser.Jra�M ON h JJIN //� /f/© fn.iw IJeMX7Pa9 O M7 dra11 MM rr w+antwu ao.iwaort dMW/PR7 Ne /V / 4L9/Y ff""E t A mur Jr. A r. r f°' � FLOMW tA. 44107 1 _ - - SNEfT f OF 4 r OFFICE JUN 1 2005 BtiL. ._...�.� -„ _r.�„. b«.11.:;11 ._-_�-_ _..,:.- -.•:�...__ .._.._.�_.-...- .�.,_._._...� .�__ __ .._>,,..�_ , u» -mme.-,a+..c _� ... __•.___. _.. -� _. '- ..�'Yk.-, ....., m»_.,a _>._ ..... «^ .. Su.�.w.wti� ....:�.. :.:.: ta.w _._ __ "_•: ...: - _".`. .... ...__,�._-.nom - tea......_<...:..„. ,...-.. ...,.. _ - ___ r ^ - __ CALX--llvs OR E1Co 7ryr N nm FA 7/s my t 944 rAPC" ON TAPCOIY$ 6 Cont.Nvt O . � , A4VELAftrE O®W/ f e4'M-YO IIW TitPCON� /Q 0. y POWERS FASTEIYINQ CALX-NIS t2'a a STAGGERED SaDtlylt/t BOLT OR •(�1 Wf �� PtJOM FASTEMM GtX-!Ns - 1l71 710' /_..1y+.!.<,<.� 1 \ +s�. — F[THfNPOlK -, ! t \ 700 (SEE scHEDucE rua sPAcwc). COAtCRETE (n . ( J MLMD 2 Cont. ONCRREO 1 I ! 9 SCHEDW E fGR O ,1a�UIIL E 0R S`PAL7Iri J. OR ELCO rOMWN PANELLNIF RECU Wax. c CONCREWe a I CO RM E a ( a I t rso• REQUIRED REMIED POUM4 T CONCRETE 1BM7S WX\, /7184x 3/32'WING NUT I 1/4"0-20 x f' S O12'ac. I SALS W/ I 7/8'x 3132 !•ANa 8EPARAi71dN SEPAOMIMTo E)tl6 I AM savouw ro E I fes'1AAY KISS Ltox. R7 E1GSW GLAss TV Dow -%NWUW 114 10-20 x I* Mix MA 7/E'x 3/J2 ' MItP ( r f NTNG MUT LEWMV O W asi P01/REp I T PO [ sanAao I 9 CONCRETE COMCREXCOWRM BLOCK MAA & D. I BL E MOCREM 4 1/4'0-20 ROXWEDBDt7S / LE ATFRIWI -{ I W 7 'x CONCRETE F-a MUM I J/J?'WM/C HUT LALSt ! 7 ont. OR CONCNETE .710'. O 12"o.e. SLOW — CALX-ws OR ELCo 7Erfmw. 710' ' I 1000 COMCRElE 000' AM/EL6417E 1®Wf 1 4.0-20 ` POWERS SIS C CALK-tlVS 3 Cont. S(DE,WLX BOLr as O�tl W/ OR ELCQ TE]lTRON t4WELAN7E REGWRED E. D. (SEE SCHEDULE FOR 4f'ACNrC) ITw /EGEX rAftVW OR A I W/ !/4-*-2OTRU EtD BOLr. ISEE SCHEWdE ft�R SPAC6VO� \ Cont �' pbME1rS FASIE) W CVX_M (SE£SCHEDULE MR SPACN ). (SEE SCI*VME POR SPACMA WALL MOUNTING, I STALLAT/ONWALL MMEWO INSTALLATIONBUILD OUT /NSTALLATION CEILING & FLOOR MOUNUNGINSTALLATION SECTION 1 SCALE:3/8'- !' S /ON SCALE: J1B'- I' SECTION 3 SCALE: 3/e _ I' SECTION SCALE: 318'- r' 11W/W-W. K TAPCONS OR E Q POWERS FASIEMlNG CALK-NIS POLNTEb (SEE SCMWULE FOR SPACNIG�� ft i r WAD AdACWW SCS w 4$x3 21MCK coal 5 WL I AS PER NOTES A2 h E2 (SHEET 1) 1 a S K a w/ ' AS PER NOTES A.2 #B.2 M4M t) '�`WA C 12'or- 1. s 7'AINNNIIAI SP'WJIM alsimM FAAAM LLENOIN E a + WOE DISTANCE (SEE SatEot/t�1 (SEE SCMEDLKE ON SHEET J OF 4) 114'0-20 x 1" IIIA � W/ 7/t►'MMYVBNttr 4 f ALTERNAT !!!( LEE tOG NOTE FOR COM$INA1TOdl OF SEC770/IS WALL^OOR/CEJLING MOUNIMVC SEMONS L yI> COARWO IN ANY WAY TO SWT ANY WSMA Cil�7TlRJ` „'•• yak , Vii•' '; , , , . , �'r, �• r5 '?REQUIRM ;�. , LCL �El 5fL "W11 N.D6a TAPCOWS OR POWERS FASTEN/NG CALX-MUSE (SEE SCHEDULE W S%aW). E a �'{,/�./rECO EASTERN METAL SUPPLY, INC_ — - (�'". 42" mr NGOs mw �. CE/UNG & FLDOR MOUNTING INSTALLATION T►lflf TEIiN110 t AYY1FJbt EIfAL1lL FL J3IOs _ ua rcM >k au� n ura D0�2 057 SECTION 5 : 3lt,• _ ,. 4n;, .m a .�. .o� o» man~ wNtea Ms WALTER TNN Jr A E - - FUW&4 44187 .11f T s of 4 - i ZE -a ...��•-,a��,_ .. _�., ,.,,_..:_._ - - - - a 7 - - - m - _ qtr i lamb AMMMUM PANEL L AND W CONCRETE BLOCK POURED CONCRETE - 1 QMMMbSM AW" 26CM *so 0%) SCHEDULE NALL REQUIRED. F'Olf OMLLAMM IV QM= WPM 4= A$9 Cur AANET AIR 7 CONCRETE ANC14M I oil AM7fNtNl OESCAr Afar. PM�Q EFIVCRE EtNrEKMs PxaNCs s'Qn.)so O 1?•o.c. � ��'�"' I L(it) OR 5� OR Oar O7 .) 01AT"CLM LOW SEVION 4(801W j,pp/gp s, �+ SECTION 14M) CRETE STORM,PANEL JIsC,MV 1 (B ,gyp t sFt710W 4 ). 2*.v 4'x.125• � CONCRETE BLOCK 3105-M14 OR WALL RECUM. +28.0, -28.0 t0'-0' 7- i2' t1' 6M-T6 ALLOY T500 Cont.Adlm. ANGLE Mln. +28.0, -30.0 9'-8' 7• 12' 18' t1 CASE A (Plan) ��' +300, -350 8'-1T' T 12• f8' SCALE.• 1/4- - 1' I Aar +J5.0, -40.0 8'-4' 7 12' 16' OR CURS CONCRETE 2' 4'x 4"x'.072` Mox J105-H14 OR t40.0, -43 0 T-11• T 12' 18" IkVt REOIAIREO /4'/AOCT SWJ-rd ALLOY 2.500" 24'0. C. Cant AEum.ANGLE +45.0 -30.0 T-8' T i2' i8r ARn. W/.(�IGYfNilT' CONCRETE 1AK -� uh. CAS, B (�) +50.0 -55.0 7'-2" 7- 12' 18' , 1/4 1. 1 +55.0, -6Q0 o'-10* 7' 12' 18' 1.000 TALTERM0E LEG LOCATION POURED CONCRETE OR CONCRETE BLOCK; +60.01 -E550 8'-7' 7- 12' to* 2'x 2'x 0.15'70 MNLL RMXAREa 2 x�.SLEOR +63,0, -7Q0 6'-J' 7-' 12' f8- ,080'3105-Hi14 SMEE7 b) METAL Alum. BENT PLATE +70.0, -750 5'-10 7• 12' 18' X- B.O. DESrANCE +75.0, -80.0 5'-8' 7' 12- 18' ' +8D.0 -85.0 51-?' 7- 12' iB' CASE C (flan- +85.a Plan +85.0 -90.0 4'-1T' 7- 12' 18' SCALE: 1/4' - 1• ' +90.0, -99.0 41-81 7- 12' 18' 2'x J'x.OSJ'3105 H-14 0R r r SWJ-TB ALLOY Cont Akan. ANGLE CASE L +95.0 -100.0 41-5' 7' t2' 76' WITH ANCHORS 0 12'0, C: I. SLALEe 1/4'� t' +100.0 -103.0 4'-2" 7 12' I8' AI GAP 1.000' •ALL MLSTALLA710AtS PERFUMED W M TM CLOSURE DEW SNKL REDEACE PANEL L&IM BY XW EWW +105.0, -110.0 4'-0' 7- 12' 18' APPMAT FROM NELUEST SHOWN ON POl6t£D SCHEDULE ON TM IS SHEtT OR CONCRETE BLOCK ANCHORS MUL REOL7RE0, "APAN UM ANCHOR SPACMQS ARE MEL10 FOR ANCHORS ' J 1/2"EDGE DISTANCE. FUR E, a LESS THAN TYPE SA40WG 3 r/2 REDUCE ANCHOR SPACMIG 8Y PC F L LO sFs4 AC SHOWN ON SCHEDULE BY A E RTES CASE D (�'Y THE'F1,uON9Nc FACIA (NOTE: ANn. aO' EMR 0. HIS 0"-IN ANCHORS J8 2 1/27END CLOSURES DETAILSPACAMG S OBTAINED FACTOR.ma NorT CALK-IN y9' sGi{cE. r/4" = 1" 41 BE LESS TIM MNM*SMCMIG INDIG70 MR EACH ANCHOR TYPE AT ANCFK)RS LtYr a ;;* ........�o�t'•r`, F,B.C. FACTOR �q° i•'i: �-°ya�y •.F AS SHOW ACTLAL E: D. „3.' fi �" :< CLEAR BERTHA STORM PANEL scA� RAS CALK-Mr &; � . ►331 'L 31L`Y, IIVZ` 2 1/2' .71 ,30 �wc 42E1E NEST AEMOS ORNE 2- "so - •` a�Trsnm 7�ak XY iIVM BEAM FE 33407 02-057 r�,-lSl, DIMMO 6 No y _ E8-000Et719 mal NMN~ AM A n fm a law r ' WALTETf A T81/r A P. E l 3EIElET 3 OF 4 iLORXM Mit - 1 } EE+ I e --- ' „.tea.. 77 - _e .-�--•,-��__w....-_� ..--�_ '� --tee'=- �,� _ r, - _. > ..e _ _ w: - -,»,.«.._...,' -e... ..'_ - _. _,.,-+,..® «,.,....-.:._,.-._4,_.<.. :`.m" .,«...«.e.,.-._,_-.>+..... ...... .. <• -_-.>.:.:_,--m-.:..moi ,.:,, e.. .,^' - v.- Nil 04, «+r.J'*4M ..✓' -..:. ._ -..,.TY:e,:,^^s,, M.MN-"C _ ,. ._. .....:.s.._,., .__._,..,..„. REQUIRED. PANE M7r O 6•ac W/ WOOD HEADER 4-M 8'j ) E1Q5T1N0 t 7/6 AAL PENEM77ON OR WOOD 61FAM�RED /14 x 1 1/2`11 HEX WWTR 114'0-20 ELCO mclelfem k STWXTLAPAL AOEOUACY 1/4.0-?0 ELCO m�/hmnM PANEMTr HFAD WcoO scREw6 W/ PAMVMtE• 6•ac W/ —OF ExalmN O 12'as W/ 1 7/11'W. PEMETRAMW. >< I*Aft PEOQETRATIOH O 6"ac• t 7/8'Aft PENE1 MN OR 6 Cont. /�X� 140 MaHS? �VXMR / /14 x t J/4.11 Ha WASHER TO SHUTTER INSUL AMN. ML �. 1*Nin. PEHETTbtTtON O 6'ac. NEW WOW SaMW W/ 1 1/2'MA. Nke. PENETRMM O 12'ae. .dee �•. 2'a ® � 2 Cott. T I TO PAqSMTE. U4OR5 t Cont I ) 1/4'0-20 x J/4' ) t 1/4'/-20 x t' 80LTS W/7/6'x 1.Mtn. I 1'Aft i J/M.ww� I BOC75 W/ N T J/32"R1NG NUT PANFTo emm- IiEMCTH [,iAS5 O t?"ac. O t?' (SEF NOTES finoog I salm nav I 11I TO ca7wo 1 GLASS WALL _M_ UQ NT1NG INSTALLAT/ON �U/LD OUT /NS ATION T,n,,, PAS rt vc>i. To EXf57m i (�E Nora BELOW) ATIV ALTERNATIVE 4 «Ass I1• 'To Draw ,gyp• S SAA a W/ I GUMS ) 1/4'0-20 x 3/4- I i �/6•x 3/J? T I 60LTS w/7/6•>< w/Nc NUT I r/4•f-?0 x J/s• J/J?,MING NUT IA 1/4'/-20 ELCO mak/txnoh PMIELAMIE O i?`o.a I MJ TS'V/ T I O /2'as O 12'o.e. W/1 7/6'A6iL PFIWETibInw / 2'x 6'INO00 I AT MADMIN OF PLATE I O 1?'o.a r DECK REOUtRED (44 0R 3 • .7d6' I (NO 17N M ALLOWED) Cont ABn. aco• • 3:Cont EL PLATE >sc" RATE 1/4'6-20 ELCO moM/fimote 2t PAN LAME O 6'o.c W/ 1/4'0—?0 ELCO rnaAr//male t 7/6'Min. P047MMN OR 1/4•/-20 ELCO maAe/%mofe PANEUMTE O 6•as w/ /14 x 1 1/?'IS. HEX*L%MR PANELMMTE O 6'mc W/ WAD WOW SCREWS W/ t'7/6•Ada PENETMAMN OR 1 J/4' 4' PENHEX YQN /14 x 1 J/4"SS HEX M115FJ? I'Aea PENE/AAIIWV O 6•ac. ,/14 x 4 t/?'SS t1E?l N➢ISHER HEAD ROOD S1iREW5 R,/ WALL MOUNTING (D_(,) o A60wrorH of Pur> WAD WOW Secs W/ 1 1/2-Mk. PENETR4TM O 12"as 1'W. PENE7R MN O 6'as ALTERNATIVE 1 O Av*wTN of PLATE CEILING A FLOOR MOUNTING INSTALLATION At�'ERNAT/VE 6 WALL MQUNTING INSTAL,(,Aj,7Q�ii LD OUT INSTALLATION ----- ALTERNATIVE ALTERj�ATlS TE MR cDArB/NAnM DF eErnonr. K UI NOUMMG SECTION" CAN 8E CCM MED IN ANY WAY M SW ANY WSTALLAMM. INSTALLATION DETAILS ON EXISTING WOOD B41l� t. kVST?tLtA71ON ARE ONLY VALID FOR WIND LQAOS'AND PANELS LENGTHS AS PER SCHEDULE SHOWN ON SHEE75 J of 4 �` 3"a r.•5� CLEAR BERTHA STORM PANEL As 2. FM WOOD FPAME CONSFRUCTM WOOD WVBERS TO BE SOUTHERN PONE No. 2. W/SPECIFIC DENSITY OF a55 OR EOLAL L E C Q ��te. EASTERN METAL ,SUPPLY, INC OATS e u 42M REST NORM L1?!YF Tuur mcum t COMA W IV#"WAat FL J3+tn 02-057 ,` care as MAN.A1w:(ac4t/i!-r :.Ar:( /,ft-ia�fr a ONNNINfi.No. �I E8-000671 .enc ucereoe onr rx r ua TER A 14 __. _-... Will BE IN - . , - .F:S - -.: t z, (NO S'T'ORM BARS REQUIRED) (NO STORM BARS REQUIRED) (UNITS SHARE CENTER POST) a" D D O Lq� a Zccq w� FF J O q W LL N W 0L'ixN ¢¢V) 0 �© a O_ W. � �¢ o a a �(n > ■IP& c� w 0 = w Y 2 U y Q Q ~ W A A A 77rq z 0 w � C) a V W � 3" OR MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN ATTACHMENT SCHEDULESL w O 2 �� Z 1�2 J L SEE SLAT PERFORMANCE AND 3" OR SEE SLAT PERFORMANCE AND SEE SLAT PERFORMANCE AND QG O ATTACHMENT SCHEDULES ATTACHMENT SCHEDULES Q SEE GENERALw Q GLETYPICAL MULTIPLE UNIT w O TYPIEL,EVATION�� ELEVATION (STORM BARS REQUIRED) NOTES PAGE 2 (STORM BARS REQUIRED)(UNITS (UNITS ST-TARE CENTER POST) E E z 0 E xw A O N V) ON T� m V) r L,ivv•rry#��j,� wI' ay �'� �; SIT_t W)LJ orb Y Q , A q A A DRAWN: DLF DATE: 4-0/-04 L DATE: 8-19-04 DRAWING NO: 3" OR 3" OR 3-01-031 2 1/2" SLAT SPAN 2 ��2.. SLAT SPAN SLAT SPAN SIZE: REV: MAX. SLAT SPAN B _ TRACK TO TRACK SEE SLAT PERFORMANCE AND TRACK TO TRACK TRACK TO TRACK scAtE: ATTACHMENT SCHEDULES 3/8"=F-0" SHEET: 1 DP 26 �.,.v --------- C4 - - - - - - - ---- --- - - 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 VELOCITY HURRICANE ZONE.WIND LOADING REQUIREMENTS SHALL BE DETERMINED USING ASCE 7-98,CHAPTER 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. z M 2. ALL ALUMINUM EXTRUSIONS SHALL BE SPECIFIED HERE-IN.ANY SUBSTITUTIONS SHALL BE APPROVED BY A LICENSED PROFESSIONAL ENGINEER. LL "W 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH MINIMUM 50 KSI YIELD POINT AND MINIMUM 85 KSI'TENSILE STRENGTH,ALUMINUM,OR COATED STEEL. � D Y m( Q (SS SMS = STAINLESS STEEL SHEET METAL SCREW) o � 4a. 06�trD4T I$AIU MALI 1tL 4`AI 'I' T Ip'LA�L 151JitI � ASL L 'L1�TI S� S*u"- ffR§§ffA1LL Itb�,L ffi9 L'TYPI'1�I ft_\vh 'E§ 6W1�V1'r 19A'I?§AIS I� I ISI Aa r�'L� 'iil IS'E��' 1TI S� m o a 00 5. ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): N (A) TO EXISTING 4000 PSI MIN.CONCRETE,OR AS SPECIFIED HEREIN: '•O�1 -01/4" TAPCON ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES 414 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES ► on -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 a (B) TO EXISTING CONCRETE BLOCK WALL: zQ -01/4"TAPCON ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES Q Z 414 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES a O C) NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". U Z a B.2) MINIMUM EMBEDMENT OF CRETEFLEX ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". U w Q B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,ARE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH Q F. TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4" MINIMUM. O G4 U (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Q (D) ANCHORAGE TO WOOD FRAME BUILDINGS IS SPECIFIED IN THIS DRAWING. U Q (E)ANCHOR MINIMUM EMBEDMENT DOES NOT INCLUDE EXTERIOR FINISH. (F)ANCHORAGE SHALL BE INSTALLED INTO THE BUILDING'S MAIN WIND-FORCE RESISTANT STRUCTURAL COMPONENTS TO ENSURE A LOAD PATH E-4 W a INTO THE BUILDING'S FOUNDATION. W Z 6. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STRUCTRUALLY ATTACHED TO ENSURE PROPER ANCHORAGE. 3 7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY SHUTTER ROLL-UP MECHANISMS,ANY ELECTRICAL INSTALLATIONS, 0 OR MODIFICATIONS NECESSARY TO FACILITATE THEM. 8. TRACK MOUNTING CONDITIONS ARE DEPICTED ON SHEET 11,12,& 13,SECTION "A-A"(WALL MOUNT,JAMB MOUNT,BUILDOUT MOUNT AND MULLION MOUNT). SHARED MIDDLE MULLION TRACK MOUNTING CONDITIONS ARE FOUND ON SHEET 14, 15,& 16 PER SECTION"B-B". ANY OTHER TRACK MOUNTING CONDITIONS SHALL BE ENGINEERED ON A CASE BY CASE BASIS. END CONDITIONS MAY BE MIXED/COMBINED. 9. LINEAR INTERPOLATION IS ALLOWED FOR ALL GRAPHS,CHARTS AND SCHEDULES. '" o 10.ALTERATIONS OR ADDITIONS TO THE DOCUMENT ARE NOT PERMITTED.DOCUMENT SHALL BEAR THE ORIGINAL SEAL,SIGNATURE,AND r y' DATE OF THE PROFESSIONAL ENGINEER LISTED. Aja 11.THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY AS SPECIFICALLY STATED ON THE COMBINED PAGES OF '11 9'7-<<°u°, THE ENTIRE DOCUMENT.ANY DEVIATIONS SHALL BE REVIEWED AND APPROVED SEPARATELY. o • ' 12 SLAT TYPES P55ER AND P55ER 2ND SHALL NOT BE USED IN WIND BORNE DEBRIS REGIONS " w o (LARGE MISSLE IMPACT PROTECTION ZONES). SLATS MAY BE USED FOR SMALL MISSLE IMPACT PROTECTION OF :. w OPENINGS 30 FEET ABOVE GRADE IN THE WIND BORNE DEBRIS AREAS. DRAWN: DLF DATE: .05.04 DATE: DETAIL LETTER ,'A '�, SECTION LETTER - A DRAWING NO: DETAIL SHEET 3-- SECTION SHEET 3 3-01-031 - SIZE: BT EV: REV: - SCALE: 3/8"=V-0" SHEET: 2 OF 26 ------------ LIM _MTMU `- ... _-.:, y _ 9 1-11 560 3.000 2.500 6.000 574 .365 O 0r .055 _ -� -088- .088 088 z m N 2.539 2.165 .050 L� v � --- LL o W 2.160 I ^1f t.070 .996 '�� j 1.071 ■ ¢c� 363 �- - 1 .365 .125 .123 5 I ? a ~ ,25 OW gW TRACK g oa $� AI POL NSYVRR14YL CHIC RIDE BI ALUMINUM 600 ST5 B2 ALUMINUM 606UPPER SLAT 3 T6 (D ALUMTTOM SLAT SYSTEM I TRACK SYSTEM 11 INUM 6063-T6 � AEND LUMINUM 6063N END RETENTION ALUMINUM 6063-176 SYSTEM END RETENTIOTRACK .■O.• N > ALUMINUM 6063-T6 m �. ■ 3.000 3.000 ��■■ ■■ 2.000 6.000 3.000 .125 2.000 w 4.000 .125 .125 4.000 _� U L 3.000 .125 .250 3.000 z Z .125 1.000 O O 1.00 (� E 4 �i 300 125 V Z a TUBE 1"x 3"x.125" TUBE 2"x 3"x 1/8" TUBE 3"x 4"x 1/8" MULLION 3"x 4"HEAVY DUTY MULLION 3"x 6"HEAVY DUTY L ANGLE 1"x 2"x.125" [wi ALUMINUM 6063-T6 ALUMINUM 6005-175 ALUMINUM 6063-T6 (D ALUMINUM 6005-T5 ALUMINUM 6005-175 (D ALUMINUM 6063-175 w 0 u w Q Q U 5.000 w O�/ 4.866 E'' I 0-I p a 4.000 2.700 .078 Z 1.500 3.000 H6� U 1.375 1.200 3 2.000 2.125 I I r I 2jl65 �p .192 I" _'I .100 --j .195 .049 3.000 2.655 ,i p .093 .125 .125 ANGLE 1"x 1 12"x 3/32" ANGLE MULLION BASE 3"x 4"(L=3 3/8") rrY' M® N 2"x 3",4"OR 5"x 1/8" O MULLION BASE 3"x 6" 3"STORM BAR Q 3"STORM BAR INSERT US60 SLAT r rt t�j ALCT1tiIDViTM 6063-T5 ALUMINUM 6063-TS ALUMINUM 6005 55 7/16") ALUMINUM 6005-T5 ALUMINUM 6005-T5 ALUMQYUM 6063-176 t may' r d w r .125 100 1 Cl 125 - - T-YP-_- --- 1.500 (� 1.500 ^ii ' t.500 .125 1.228 `-� T( )� 1:241 1.500 i; i :11 ji �_.. _I` DRAWN: ILP .350 � �- � T- -_ --- --) 260 .385 I- t 25 --I�-- t 50 �- DATE: 9-05-04 --I 2.698 �-- 4.000 3.286 4.647 3.500 I--- 5.875 ---) APPROVED: �� DATE: 3"FIXED STORM BAR BASE, 4"FI3{ED STORM BAR BASE, �" r Y STANDARD 4"STORM BAR 4"STORM BAR INSERT STANDARD O 3 12"HEADER ER 5 7/8" DRAWING NO: O (LENGTH=2 5/8") O ALUMINUM 6005-T5 O ALUMINUM 6063-T6 (LENGTH=3 9/32") O ALLOY 6005-T5 W ALUMINUM 6005-T5 ALUMINUM 6063-T6 ALUMINUM 6005-T5 3-01-031 SIZE: REV: B SCALE: 1:4 SHEET: 3 GP 26 ------------------- _ _ - - _ -__ - -- -_ NO 09 RUN 0,00- { �r - --- z : s TED 1 444 Sl- PER ANCHCR TYP 4,-u TYP. 2 PL��i-ES no TYP. 7)7'5 yI TYP.. TYP TY L�y 3128 t d 4 CUTDC, 7 2 L I cGm5c 2 685 lj I Z U) a: 150,) 1'25 K500 i §8 d IN 1 w 10 is 1 1 SIZE. OTY PEP 25C SIZE, 01 PER ,�NCHOR TYP j ONGHGR TYP 7 250 [4 1 2 51�, 375 1 25:) T TW I ■ 3"REMOVABLE STORM BAR BASE. 4"REMOVABLE STORM BAR BASE, 3"REMOVABLE STORM BAR BASE, X HEADER 7 1/4" Ik' Y STANDARD STANDARD EXTENDED ALUMINUM 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 iii AWL R SIZED PER ;IJ,-H0,R u TYP. 2 PLACES ;Z 0 ALI 7 1 SIZED PER AN�--HOR SIZED PER u R ANCHOR TYP u ALI TYP. 2 PL-SES 2 PLACES z Ij 3 5 Typ TYP ALI 2 6S7 5 c) Lu T 2 PLCS MIN, gc)5 0 f I 1 1563 510 HEAD w 1 215 -721 13 (-.00 1 . w 0 J— 125 F-4 04 j- 500 2100 2188 3S5 38t- 2.6,87 KIN. #12AB THREAD 2,460 2.480 — 'F-- 3"REMOVABLE STORM BAR BASE, 3"FIXED STORM BAR BASE, 3"FIXED STORM BAR BASE, END RETENTION SCREW (-(IKAEf EXTENDED EXTENDED ((AW DOUBLE ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 302 HQ STAINLESS STEEL 01 r\j G-.U-SE .&z 16 GAUGE IRR" 1 1 %1-- '060) TYP, C-r--C:� TYP, !r 16 GAUGE r 00- 5r;r)) TYP. 8"SIDEFRA,ME TSIDEFRAME TYP. 12"SIDEFRAME 10"SIDEFRAME C) '(lA INTERNAL ANGLE (i IB)! INTERNAL ANGLE INTERNAL ANGLE INTERNAL ANGLE 304 STAINLESS STEEL 304 STAINLESS STEEL 304 STAINLESS STEEL 304 STAINLESS STEEL DRAWN D&F 1 A'�6 1 tcl 1 5 7- TYP TYF TYP TYP DATE: x_05 04 J— APPROVED: 300 4 200 DATE: TYP. 7'T'F- Tyk 'TYP, DRAWING NO: !-04 c, 2,'::' T H P-I c 21 THRU cl& THPlj O�E THRU 6 PL .ES 6 PLACES 6 Pi-SCES PLAL E- 3-01-031 —7i "I SUE: REV: 9 0-2 O 0 LOG,_, �D 0 0 0 SCALE: SHEET: 1 :4 4 - 26 L -7 711---I�-L H�� ------------------ - 77� -mm SEEMS-- . MAY& WW-0111-w-M-w-l--- .......... ...........................------ 7- 777=, ------- T -7 ------------ I rT z < 0 'SS ST MISSION -:77 -lips 7 1 F 1 -0 it 'I'MRl '"701 -11, R I p1m '5171- 91F 0-. g 1�p 11 uj z L-, o.vi ir 3 2 fr a: D a: a) 0 w s 0 tr z 4 w La 0 on. > ■ 1 1/2"x 3"POST 6063-T5 ALLOY 2"x 4"POST 6063-T5 ALLOY O182 r'. 1.421 1 -, 2 39 I I/Bl"\ r �C,5 1 TYF.. Tr' . TYP .25 1,5 C2 4 5 '�4 z 1138ER SLAT P55 ER SLAT BOTTOM SLAT MINI TYP 6063-T6 ALLOY PVC 6063-T6 ALLOY HEADER REINFORCEMENT ANGLE 6063-T6 ALLOY TYP. 2 8', TYP f, PLACE'l cn it TYP, 1215 DRAWN: IL 2 DATE: 4 -0/-0-1 r APPROVED: 2"x 2"x 1/8"ANGLE 1 1/2"x 2"x 1/8"ANGLE DATE:x 2 x 1/8"ANGLE" 6063-T5 ALLOY 6063-T5 ALLOY I 6063-T5 ALLOY 4 f DRAWING NO: "(P T"F lyP. 3-01-031 SIZE: REV B SCAU: 1 :2 SHEET: 5 of; 26 ----------- Q ------------ ------ ....... F ----------- ------- ------- MM ---------- ■ ONE! F-9 z w ---------- ------- ---------- ui n .39 � R 39 • a LL N O y ID WW a, 08 -- - - - - - -- - -- - L — �♦ -� - - - - -- -- - - - -- - - - - 'AE` _ _ � C - - -- - - -- - - - - Q- - - - - -- -- _ - � � \ C - END LOCK - NYLON w OVAL CSK SS SMS OVAL CSK SS SMS O - END LOCK - NYLON V z a 1138 END RETENTION DETAIL US60 END RETENTION DETAIL (EVERY OTHER SLAT) (EVERY SLAT) w V O Q w Q F"+ w .39 Al B1` r'B?`, �J .39 C C� \� 3 / 3 j '� 3 ' �`_3 � 1 F i 3 � G i I ; .asrrar'� A, _ r -- -- - - - - - - - - - - - - Z`' r. - - -L - - - - - - - - -� - - 1— - - - - -� - - moi � .4 aC.•'� � I; Qaw — C t1 / DRAWN: 1� 01-F� DATE: 6_ A" END LOCK - NYLON --- __ -- -_- - END LOCK - NYLON APPROVED: 11j �- DATE: P55&P55 2ND END RETENTION DETAIL DRAWING NO: (PSSER EVERY SLAT) P55 DOUBLE END RETENTION DETAIL (P55ER 2ND EVERY OTHER SLAT) (EVERY SLAT) 3-01-031 SUE: REV. B - SCALE: FULL 00 SHEET: 6 OF 26 gg ------------- _ Fr;.w 3. -:.,,,,.t- P7 7 vz•��,...�.��.�.e.- __.z�,.�Y. .,,-.w...�-., �,a. -<z 3, ,.b... _... ,..�k .s�:.,. ,.. €.-s_ >... �,,., ,., ....q'`<:.. .,. .e a s. ,..,„. .,,.s>. .,.. ,.•_->. ..�. m,. �._ - Lo4. a _ 8 ^«Y� W w LL N x� rn x r F :.:- .. --. ,.._ ,-- ,,. s;:, r ;� . .,;,; „i a�°'.;a" h. .:-. e <k .::.,... .> ..`✓' '�.,- '�i; addy.�'.- O Y (�W ...,.. «... ,,. ,., .z ,n,...y -yi., ..:. era .- ,,:§.w,, �.. ..;.- w ,.. ,vii,s. '+"n.. «. .. -,".,w.• .. ,r« �.. "r'v :�?..�'� Q N _ y. .-.;S`<, x. :., -<, ,. .. ..sx`W aa^:_.' ,,,h, ..'fli.:.,. v ,i,°z. a:.sK ,•,3.;, ..>..> w - M ¢ O I— s +u< > W U U J a > ,t _x e- �r 1 w u k » , z 3 } e NOTES: .THESE PERFORMANCE SPAN CHARTS- DO NOT GUARANTEE USAGE.TRACK ATTACHMENTS,BUILD-OUT AND MULLIONS MUST BE VERIFIED PER INDIVIDUAL CHARTS. -. 2P55ER REBAR EVERY 2ND SLATS DRAWN: 6 t � �, a' x':?,•': ''",'` + c� ''s i a„ ,a4. COMPLIANT..ii.� .1V1'Y.h')'Y. DATE: 3.PSSER—REBAR EVERY 2ND SLATS APPROVED: ARE NOT TO BE USED FOR LARGE /, — MISSILE IMPACT HURRICANE DATE _ — s � SHUTTERS IN WIND BORNE DEBRIS c ' �- �f�4:, �„-•4x :: a, �, Y h, e er �- �"' DRAWING NO: a£a s g REGIONS. �. a '.r � � "q gg 3-01-031 SIZE: REV: t " SCALE: SHEET. OF .„�r. x.. `..".� 26 1"Y„«a. ,.r� >, r .,. - < µr -...,. a.:aa--.:.*'-..--'•,��...��.-'- -.�.�«'''.` ,a,..� ...-�^^-_m. ...tea_ _ .. __.-.�.,.< ,. - - - — NOTES: 1.THESE PERFORMANCE SPAN CHARTS DO NOT GUARANTEE USAGE. TRACK ATTACHMENTS,BUILD-OUT AND MULLIONS MUST BE N VERIFIED PER INDIVIDUAL CHARTS. 2.P55ER-REBAR ALL SLATS ARE SMALL MISSLE IMPACT COMPLIANT. 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Q 1 U Z O O W a SCHEDULE#A SCHEDULE#A SCHEDULE#AS SCHEDULE#A5 SCHEDULE#AS H 1/e"ALUM O -6.Ml z H"SS SMS 1/B"ALUM 7-6.014.3/4"SS SMS CONCRETE BLOCK, 1/4"ELCO TAPCON.1 1/4"EMBEDMENT 731U PSI CONCRETE, iH"ELC07APC0 1 V4"EMBEDMENT WOOD FRAM G.Ml4 SS SM.l 1 "EMBEDI�VT $41 48 I N $4 48 G 721 _ 'SLAT SPAN(IN) SLAT SPAN((NJ g SLAT SPAN(IN) SLAT SPAN(IN) 8 SLAT SPAN(IN) ISI .. 1 72 ec 96 v, m l32 N i 84 i gd �' ( U. R12 $ Is6 _60 96 log (w 1V 0 16g i � 72 i e r8 a 0 120 156 0 84 � O O N Im 1 it 1 I I" I!II' ill !: "1111 III III "III III i 11111 ! 'dill it II ill I; I 11 0 3 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3 4 5 6 7 B 91 10 11 12 13 14 2 3 4 5 6 7 8 9 10 11 12 131 14 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 O "� 0 .. �f HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) HOLE SPACING(INCHES) n J.C,O �� QaM� 1 coNCRETEBLocKSCHEDoTAPcoN41/4"EMBEDMENT 7310 PSI CONCRETE, l/4" LCO APCON.17/i"EMBEDMENT Woo D ERA. 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NE ■NONE■\■■■■EE■\ENEE ��EO� NH■■■E■EEEE■►E■E\E■■■■E►EN■EE NO�■■EEE■■►\EE\'IBM= ■�\'�■■E NE■EHE■■\\■E■EO■■►M■■■E\'EEE■MOMMENOM a NONE , NN■ nn ��E OHMIN. ■■■ N■EE■E ■■ EEHE \'�\� 'E\ME■WE 1 1 n �� N■■ N■E ■ ■■E■ ■■HEn■� NCO■ ■■ EMMIEEEEMIMIMIEEIIM■ OEIu� EE■■■I�IEE■II��IH■ N�IIEE■ 1 .1 1 •1 1 1 1 .1 :1 '1 1 1 1 1 .1 x mom- .. ... _ _ _......:T_. 44-44 _ _ w. m - .. ...-,a-- ,_..;__.. _.._...,,.,.. e._._. ..,.._.......b. __ .. ...., z. .. - - MEMO WORN IN FEW MEMEME - 1 N _Mom I • �rrrrrrrrrrrrt� • �r�rrrrrsrrrrrr� � r L r �i w i it r r � r * i e i r , , '..,,lam.. _ • • • • • • • • r H■HH■■■■■■■■■■■■ .. : : . ■■■'�`\`�ti�hh►\�:H _ �►V►\\`■■■N1■\\■ ► NV■■ -�►1■►�N�N'u► 1■��N►\■■N■=■� ■■■\■D.\►q\►\��■\�N :moo-1\N■\�■\�\ ■N.■�1■■■►\ ■ IAIAA■■■■■■■ISN -■\\. ■►ti■\ � ■■■►\\\►■►\►��N'■■■■■■■■■■■■ ■ 111\'\ \\ ■NH■nom■ - \1�\ '■, _ NN■n■■�\Vq�.�\. ■■ ■■ ■H■■■\`� ►�►■► '\�■■ .- • VIII\I►� ��\■■■Nn N■■ 11\\\��►\�■■■ ■■■■N■■■►ti� �►�N► `��■ i ■nN■■ \\\�►'H \■■n■nH _ H■■N■N■a � ■■■■ - ■■■■n■■N \`►h■�i ■■■ ■N\\1►\ ►�■■■■■■ , , . ■■■■■■■■■■�■\`■tib■■.\ NO ■ Rpm n ■■■H■�. 9 ■ - ■ ■■ ■�ANN ■■AIAAAIIA�■IAAII�I�I�IIAI■II■�IIIAA■I�I■I�A■ v a-0-1.1 1 m--11 0-1-- �ry. - . - ,. �iii.->�r. wcy.`a ., z e>w, w� t'...-,a'.i".... 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""'.-�-'.x...... nxaw� m< 'cc�'msw. m.—a+u e:'ia>.-<:..a+iaw 'ri—a vs,n-x. =.r. ,. __ ._..-.._ ...a.. ,,. ...__:__ -_ _.... ..-_-,. _--:_ :•••••�_� ,,„�. .....�................:s.�a.........e».........e ..7._.:.3..ssv'm.�.°�.._..�..-s..,.. ., ,., .. .-. ,...., -..-- r.-. _.- >,..r .. ..„�aw>.m._.,..A..� "'3 a_ ._....,.....:h^ _. ..�.e�_........_.m....,,._.,�........._........,..,.... .....__..-.,_...._._._ ,. _....,... ... ._..._... �...��3,.�a „�.:.,� ... .. ...........:..... ..i..Y......: ....,..„r...:r,>.= .-..i.�-as-..:< _,.<...<-,:._'e s.n,.,.-.._.2�...... «...,..v__.�..,......,.T....�....a._.x.,.«.>..,,..°..,......._.__.......»...<,.,r..n...,-.....,�..._ _�,.,�.._. u.v�e.m.fvx �T...33TL'°'..,:.�3 - .-. ur: .. ea.»m..n..v.«m .'. ..,r- - '�^":Mr”#"•' 3"&T"5,e�.fd'sa,,«2`-�'yr'v - 1-x""_'a'Si�"°..'s.<", 4 1 _ - uws F-sE—CT-1ON-"—CC—"ol-) '� FIXED STORM BAR REMOVABLE STORM BAR uj;z WW, SCHEDULE#8-STORM BAR PERFORMANCE CHART 0 a: Fr 'C-C" 0 y m S2 w 3"STORM BAR(FIXED OR REMOVABLE),SEC'nON Id j < a: SEE '.--,CHE1'1,lJLE �F, &- #9, 1 z LEE ICHEE(jLE 148 P 0 0 cr s Z T 0 FRI I B fR -P�N CHIPT w P Tf�F�tj �,PT 08 5 UNIT WIDTH(1 )1 Y `� SEE SHEET 19 0 F 2 6 0 - Iii I r- - (I R F,)R S E E NATE 2 BELOW 7ElJE3LY ■ ST�),Rld B,F 67 Fans No 77 Q F-.E 4- RE,-,U1FFCi A'--) 86 96 105 2 1,/4 X 1-3i4' ELIC-0 1/4" X T L F C(-,)N 1 Z.1/4" -11N 115 '��!,'IBEDt,!ENT, 2 1 /2" h%,!!N. =125 E11EED'�,4ENT,? 1 EDGE D1'SJ1'N(--E) TYP CONCRETE ECCE L,l'--TSN I E) TYF. C�DN(-"RETE ,2) Y14 s --,I,,IS TYP �-L'Wvl, #14 SS TYP. 1`LU1\J- 0-4 0 0 M11 M 'II illi I lit filhildmil--- E- P14 80 go 100 110 120 130 140 150 160 z 9L4 a4 STORM BAR HEIGHT(INCHES) U u 0 Z r:) W a SCHEDULE#9-STORM BAR PERFORMANCE CHART u 0 3-STO BAR WITH INSERT( DOR REMOVABLE),SECTION C-C-(1),(2).(5)&(6) 0 44 FIXED OR REMOVABLE STORM BAR z FIXED OR REMOVABLE STORM BAR 67 57 p IT WIDTH(IN) z 77 P T-,1PM-,'N- TYP, "FETE SEE S.IHEDULE '18 & DOW AA OR AC -P,��N HART TYP LLUTA. ——— P (2' 86 AB))OR ;(A6)`,' 96 HE S HEDULIE 48 �'q bi OQ :Ln (2 1 , 4 X 1-3 '4;! E L CO `-d 3" STr,,Rj,, 64,F SP,�,N CH�',F.T 105 I L wl T, PCS NS TYP. CONCRETE Li L'i 115 Tl'P, !L�Jlvl- 0.,21 �14 �S LLJ Lj 143 &05 tf) 144 =1168, F,E U i R E E.' LL RE' :RETE Ff 3 F, SEE N,-�TE 2 E E C'N FE NC TE 2 EED-`,:, DRAWN: OF till !111 111 ;111 11111I'll Ml 1111111 il!l II 11 ot��- DATE: 80 90 100 110 120 130 140 150 160 170 APPROVED: NOTES: 1.ALL PERFORMANCE CHARTS ARE DRAWING SECTION DRAWING Kk SPECIFIC AND ARE BASED ON ANCHORAGE,BENDING 3-01-031 STRESS,AND DEFLECTION LIMITS. - 2 THRU PURLIN INTO POST,KEEPS ALUMINUM FROM REV: .OPTIONAL(2)#56 SS POP RIVET OR(2)#12 x 3/4"SS SMS VIBRATING AGAINST EACH OTHER. SCALE: 10 3.AT THE SAME UNIT WIDTH AND STORM BAR HEIGHT THE USE OF TWO SETS OF STORM BARS INCREASES THE SHEET: 17 OF 26 PSF RESISTANCE BY 1.75. mm Now ------------ -01 .......... MEMO I I I 191*9 i 11MOR,:7 ---------- 1111i.11mollopp"j,pill 1111111111111111 @ --------------- ----------- OWN- 11 1 1 7 -------- 4 w, LIS LL, T T— IT WIDTH#(rN) '11, SEC IT ZZ w - FIXED STORM BAR REMOVABLE STORM BAR Z�o w m S2 w It w I� c z �u' "EE SCHEDL)LE #10 #11 > Lo -STICPHI B�-F SP-'N CH-RT 4" STORl,! FnR SP-N -H,.PT S 4" S via z ruff on SE,- Nr-,TE 2 FZL,7-v,' 0 SEE SHEET I n 26 U�I J�"� —\ -- FOR S P R i N L,--,-'L-'E ST--'RjJ E--"!� �'SSD15LY T i) -,S RP-)IJIFED T li �',S RE,--,l'1lRF[) 0 u z rrr n !:� Z 'SS PCvl.'EPF,,-)LT 0 (2) 43//8„ S'� PC�h'ERBCLT F4 0 C) \2, c� S" '2" tllk. DvIBEDIvIENT, �'2 1'dlN. E�,IF�ED!IEP]T. 1 12 1,11N, ECCE E-ISTANCE) 4 1/ 2 ' �,11N. E[t-,E F)IST-INC-E) u TYP --)l\F-.PETE TYP Cl'--)�jCRETE u c (4', #14 SS S�JS. f 41 ir 14 SS c11 S, 1-1 1 1 11 -< 6�1� 4' STCRh,J E-,�R OR 4 STCRkl B:�R OR 0 4"14 SS SCJS' u R V� -ER.T 0 4" STC)R�,/l F�" 4 :,TORP,yl B. �h,/ INSERT a� �D TYP ALIJf4l TYP. ALjJM- Z 0 0 SCHEDULE#10-STORM BAR PERFORMANCE CHART SCHEDULE#11 -STORM BAR PERFORMANCE CHART z —7'STORM BAR(FIXED OR REMOVABLE),SECTION T-C (3T&-(TT— 4"STORM BAR WITH INSERT(FIXED OR REMOVABLE),SECTION"C-C"(3)&(4) < UNIT WIDTH WIDTH(IN —115 3 168, 'A N Ll 12DS I \J N 1321 r. �7-144 \ VG7 tar 00 1561 w 68 N I VA\ I,\ N I \Nl DRAWN: DF DATE: 08-10-0-4 APPROVED DATE: NOTES: 9 FT I 1.ALL PERFORMANCE CHARTS ARE DRAWING SECTION m SPECIFIC AND ARE BASED ON ANCHORAGE,BENDING m DRAWING NO: 3-01-031 STRESS,AND DEFLECTION LIMITS. 2.OPTIONAL(2)#56 SS POP RIVET OR(2)#12 x 3/4"SS SMS r4 M 'N 1111 SIZE REV: T I ril .. THRU PURLIN INTO POST.KEEPS ALUMINUM FROM VIBRATING AGAINST EACH OTHER. 80 90 100 110 120 130 140 150 160 170 80 90 100 110 120 130 140 150 160 170 B 3.AT THE SAME UNIT WIDTH AND STORM BAR HEIGHT STORM BAR HEIGHT(INCHES) --R-ALE: 1 10 THE USE OF TWO SETS OF STORM BARS INCREASES THE STORM BAR HEIGHT(INCHES) -SRE�T-- PSF RESISTANCE BY 1.75. 18 26 or!........... z. ----------------- ------- ---------- --------------- -------- ------- P 92== io OMNI 111111" --T .......... IN 1 11 1111111111111111111 1 11 .......... ............ ol 0 (IN I ffi .......---------- 15" PSP RI`„'ET a: ol��2” �,LUM R(A) �1,14 x l" 55 3, oll*�r_� Qm on W z C6)8 AD opt, .40 111HRT NOT SHC,,rj TO BF USED -�S PEQ[_ilF.ED 0 if 0 0 0 BY CONDITIONS <7 � _ a � Z W lif u z 1 4 x 1 3'4" PIN z L T S HIN. EN(I�f,(-E id ENI U TYP T_!P bGTTCt,l 1..* w Q 04 1 C L z AR—ASSEMB—LY IN ADED STORM B C U,T 8� DEEP < SCALE:1:2 OR C I-IT SLCTS IN HE-,,iDEFF, 2 -1 C x r'6:1 T,-", PR'01"IDE 1,,lINIMW,,l ENG_'�'Etd—JT TfP. PRINK ki SS, POP RlvET 2.DUO 01.12" ALUld PCD 3 '5 -T5 -�2' 4'14 x I'; SS SMS LLDY EC,__ 44 At 'W" INISERT N_-)T SHCA;N a it USE-—- �-S lz,,ECUlRE[: 0 !Iff! H o 0 0 I If -1 BY C�DNDJ -,N' 0 m DRAWN: DF —— ------------- DATE: — ----------- APPROVED: DATE -101_w 1 Z�1/4,7' >� 1� 3;4-5' Plrl y OR AA OR DRAWINGNO: 7 2-F-, p !I SIZE: ;IIN, RENT T DAI�_ SCALE: 1 : 10 19 OF 26 WAIISQ-11 P!2= Ill MP NOW M Mat MIM4 "Ifft'w_ Ak ........... xgzg=_�__ si et_ wig WON —-------------- -M- ---------- ----------- M ---------—---———----------- --- 0 0 0 Z Pi I .......... ............. ------ NO STORM BARS WITH STORM BARS �'� BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. I ID 0. a 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD O N USE SOME FORM OF HOOD SUPPORT,HEADER,TUBING OR EXTERNAL SUPPORT. 1 1 x 1 x i x I �' o, 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR NTERN L ALUM N('7LE J �� o REINFORCEMENT BRACKET SHOWN ON SHEET 24 OF 26. W))OR (( X L=_ l31 - mm �" S FOR RI` ETS �� 6.ALLOWABLE HEADER SPANS FOR TWO SETS OF EVENLY THRU SIG EFRAIAE TO AN LE Te SPACED STORM BARS MAY BE FOUND BY USING A REDUCTION 1;a� =- ' - E'vLTr qF T �Ai49J(�'"T;k�iiFitSLitSThikLW1$yy �I lig THS!uN T�, �.uN ;RETE c� USE OF`A 0.85 M(ILTIPLII R. NUT T O HE4DER 6 (21 X1, 4 T_,PCON TO CONCRETE SEE SECTION"C-C"(6) w SHEET 17 OF 26 U I Z DOR E Ij �� i D OR / E i �� BLOCK Z GLASS �� U� GLASS 5 7/8"&7 1/4"HEADER SPAN CHART SECTION"E-E"(1) 1--�1 CONCRETE BLOCK,01/4"ELCO TAPCON,11/4"EMBEDMENT A/ STORM BAR U Z wL1+ J. - LENGTH(IN) U W SEE SCHEDULES �— r SEE STORM BAR NOTES FOR MIN. GLASS u. �• w W E"( SEE SCHEDULES SHEET & o OF 26 FOR MIN GLL:SS N 78 Z Q CLEAR'NCE SHEET 7 & 8 OF 26 I _ 1" PAIN_ GLASS 70 90 110 130 150 170 Q 00 ;.LE-ARAN',:E HEADER LENGTH(INCHES) U LI I i CONCRETE site 5 7/8"&7 1/4"HEADER SPAN CHART c 0 SECTION"E-E"(I) 7120 PSI CONCRETE,01/4 ELCO TAPCON,11/4'EMBEDMENT 0 c 66 c @ c 72 STORM BAR k - 78 LENGTH(IN) f , h Q� 3 a g 108 ALT.SILL DETAIL 1 ALT SILL DETA L 1z0 w ^� aha' jL DEE SCHEDULES FCp P'IPL GLASS a O ..4 re, r f CLE R 110E o - SEE CHEDULES SHEET T �: OF 26 u" 'ill;III If' I 1�I ILS N O 70 '90 110 130 150 170 FOR t-0IN �,L S_ �I ,SLE F:�I10E HEADER LENGTH(INCHES) , r SHEET & S L F 26 SEE STORM BAR NOTES 1 (__L-,SS r-LE4R .NCE WOOD 5 7B"&7 1/4"HEADER SPAN CHART IC SEE SECTION"C-C"(5) SECTION"E-E"(1) SHEET 17 OF 26 WOOD PRAWN .M)4SSSM1,2" EDMPNT DRAWN: Dr AB !OR (AD' — a g DATE: 08 STORM BAR LENGTH(IN) APPROVED: 1 178 DATE: . 2y-D DRAWING NO: — Ra 3-01-031 ; r � 108 I (( L iOR1Mi — �� SIZE: R REV: _ N L LIIN. EDGE n Ill,I 'I 1 nl n ` 1 -:T_ 70 90 110 130 150 170 SCALE 1 : 10 ' G'i'_; ^NC;F 20 OF 26 .. :_:: ._ __: �_ _.. -_.,. ::, „.__•_•_ _,.,.... ...__ _ -_.._.... sns_._._.. , -� ^*:+Y'-.> .+,:a�-i� -..._e-._ ____ .:_ ., c� -.ate :.. sem, —.__- _.:.- ....._..w. .. ....:............w....«.....-.,.._.....-._...,......e...,._..>,.=.e... ,....,. __ !ITT ZE PRO .T....am'i w+. . f ,.. ...-_ ,. .....:..:.:.:,._....., ..,-..._:.. .... ._..._ ,.--__ ._..-._.,. , .._,._:" >ry.m.�......_.,�-r»+.-..-�- �."::fi.�`..^' «..�'t-,r«',. .,-i..'-i'_ il.e'v 's3.'S:8„.'ea4��"•"w. ^"+...,..--..,.m+- s.,..-..,...,,..,._, .:._,. „ -. '-. ,...,__. ..-. .. _ - m .,..-. , . ._>.?L.�� ....:_.:..--. ---•- .._.. _ _ _ _ _.-_x-'�=.��.,--�-. -,::..'."tea"-.fin SECTION"D-D"(2) I SECTION"E-E"(2)� 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT < o Q i z �'�� UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM g o BUILDOUT MOUNT BUILDOUT MOUNT uc) BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. ° a. °aNO STORM BARS WITH STORM BARS 4.SHUTTERS WITH NO STORM BARS,OVER 72"WIDE SHOULD USE SOME FORM OF HOOD SUPPORT,HEADER,TUBING OR v' o EXTERNAL SUPPORT. ��y �• I ggg 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR > REINFORCEMENT BRACKET SHOWN ON SHEET 25 OF 26 �.. 6.SEE ALTERNATE SPANS USING 01/4-20 BOLT&NUT PER IN� rl =�u1411 N ..: ^ _ T �R IhIT�L ' L''( i1t4T2'3�F#2 3 r6 SS F P FI✓ETS _ z \ � _ 7.ALLOWABLE HEADER SPANS FOR TWO SETS OF EVENLY TH F U SI L E Fh=I,l E TO .i NC.LE - h SPACED STORM BARS MAY BE FOUND BY USING A REDUCTION (2) 1 x 4'> 5 M L j 1,' 4 x 4" E LT OF THE PSF SHOWN BELOW.THIS REDUCTION IS OBTAINED BY T. aLUId F"QST & I'd T TO H F)ER i �� I USE OFA 0.85 MULTIPLIER. #14 x 3'4 �� SG�iS (4) 01/4" TAPCON TO 'LUfI FO NOTE6 yl Z 4 t.41N. EtABEC>`1ENT1 D ;OR E i,OR Fa STt�Pl.1 BN.R .U-� < Z > D i1 OR �� E�'i OR !i FOR VII / Iil � � za U W d j �I SEE SC:HEGULES 5 7/8"&7 1/4"HEADER SPAN CHART w (..., it � FOR I\tIIfJ. GLASS SECTION"E-E"(2) �+ U SEE STORM BAR NOTES SEE SCHEDULE) �, GLEI-FSP-I,-ICE 1/8"ALUM ALLOY 6005-T5,#14 z3/4"SS SMS FOR h,11N, GLS �� SHEET - � 8 OF 20 I1 1 I 1 W Q CLEARANCE I - U Z O SHEET & c ��F 2.. I STORM BAR GLASS �I '�� °D 1 t LENGTH(IN) W r2' G )a OR (, H))OR I�; C L E�F,4 N:E 120 a j v p "' 144 6 \ d d d d 66 c a p 384: 2 w» o — 6 C s� 108 fit `�} ALT.SILL DETAIL ALT.SILL DETAIL l fn� EE ,C HEDI-LEr' `" O r i I II iil. !! II 1 it ill III i!I! III� GL o � c� O SEE SCHEDULES I CLE P-�."IC E 70 90 110 130 150 170 �" ��j ^O °z r, FOR Illh1- GLHSS HEADER LENGTH(INCHES) ti«r^�Y] SHEET �- S F 2� CLE=ARAN E � Q 0, az. SHEET , & 8 OF %E, i c SEE STORM BAR NOTES 1 I:I�N L�S� I SEE SECTION"C-C"(5) DRAWN: t FOR LIMITATIONS DP AB OR AD SHEET 17 OF 26 DATE: 08 i0-Oa G '!OR H 1;OR ! 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P,-',-,T I y SS NUT TO HE-'ZER c �- X3; 1 '4" ThP( N w X14 x 3i4' SS 51,,15 i 4' PJIN ElvIBECMENT) 4LUM POST, NOTE6 jq STORM BIR, 2 ','2" O.C. D ;i OR E I, z p I^• REST, IF)" C .,. � � Q ✓ G DOR EI �� a Q \�✓i ,' j G ii OR ii H i 5 7/8"&7 1/4"HEADER SPAN CHART SECTION"E-E"(2) U z a I 1/8"ALUM ALLOY 6005-T5.#14 x 3/4"SS SMS r , s 70 90 11 I 1 U SEE HEDULES - �OR 611N Off.^ O SEE SOHELIJLES C SEE STORM BAR NOTES — FOP. MIN. GL-SS o STORM BAR U LE ,R,-N,-E I I 0O LENGTH(IN) O CI EAP.A.f.10E w Q SHEET _ & ^. 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TCF & &"TTG1,1 � 6 STORM BAR NOTES: 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. i rz� STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE o (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING 84 ARE SHOWN ON SHEET 17,18,& 19 OF 26. 2.SHUTTER(S)SHOULD NOT BE ROLLED DOWN DURING S - WIND EVENTS WITHOUT REMOVABLE STORM BARS o t08 DRAWN IN PLACE.ROLL-A-WAY IS NOT RESPONSIBLE FOR _ tzo DF SUBSEQUENT DAMAGE. 144: DATE' 08-10-04 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM - APPRovED: BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. DATE: 4=.�.VTT �WITV,No-STQjt,M,4/k&A QV�7,"�1'�14 oIL44 0 CfS'E`S`( E ('1)t'LhIIbF`F1('�(�I�1[ `S'IC'�tTT,TiI�E?1TI' i, f6'�t t..� i � $ia'i EXTERNAL SUPPORT. 11 ullll 3-�1-�3 1 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR 70 90 It0 tw tso 170 REINFORCEMENT BRACKET SHOWN ON SHEET 26 OF 26. 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