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HomeMy WebLinkAboutSUBMITTED PLANSANCHOR SCHEDULE FASTENER MAX SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS OAD MIN. 3/V EDGE DISTANCE V (W) SPANS UP TO P.S.F. 9'-0- I 11--0" I 15'-6- '^ ANCHOR MAX. (SEE NOTE 1) N (SEE NOTE CONNECTION TYPE (SEE NOTE 3) 1) C7 C2 C3 C1 C2 C3 C1 C2 C3 3B.3 16112 10116110 8 16 7 6 1/4"0 WOOD LAEW 47.2 16110 8 16 8 7 16 5 5 57 5 16 8 7 16 6 5 16 4 4 W/ MIN. 2" THD. PENETRAT j 76.3 16 6 5 16 5 4 15 33 SHEAR PARAR PERPENDICULOWOOD 15 3 3 12 3 11 GR130.0 38.3 14 11 8 47.2 1197/16"0 WOOD ING 57.5 9 7W/ 7/8" MIN. EMENTSTAINLESS 78.3 6STEEL MACHINEW 130.0 4 3 3 1 x S TYP. x5 )OR Q4 HEADER x S OR Q4 HEADER USED AS SILL ANCHOR NOTES: 1. LOAND LOADS SHTESPSFR ECIFIOSUEITETOOSALWABBLEE STORM UTTER HERE ARE ADMST BE THOSE SHOWN IN TABLE 3. 2. ENTER ANCHOR_ SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL _ n r_o 1w . TUAM n[S 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAYBE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 5 RECOMMENDATIONS EMBEDMENT LENGTHSRSHALLEBE IAS NOTEDFAND DOENOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITION , n co wAw:w 7. B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN HBASE EAD NCHOR ANDDEWALK MAY U AVE 0 N EITHER A PAN HEAD, TRUSS HEAD, OR WAFER 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. _ c x o: I r.: 2 x S@ OUTSIDE TOP FLANGE ANCHOR (SEE - PICTURE ABOVE) OR O4 HEADER / SILL NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: - Cl CONNECTION TYPE USING PIECE ® OR Q4 - APPLICABLE TO HR SYSTEM ONLY 7 / B COMBINATION 11 / (o COMBINATION 1 u u • • • 1 1 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C2 CONNECTION TYPE: C2 CONNECTION TYPE USING PIECE © OR WITH OUTSIDE ANCHORS ONLY APPLICABLE TO HR SYSTEM ONLY co cc W' w 0 CID NA a ^ O " cc 3qsIll O U ��y� o� m�a ! o J . A °v 6 2 end 3' 4 0 m JAY. Knezevich 0.11ro+neNw Biaal%1 2 05 A _ , as HR ACCORDION SHUTTER p, • NOT APPLICABLE TO 6_8 AGCORVION SHUTTER' ¢l m� �• O 1•Y m� � LLQ C -yL E ANCHOR SCHEDULE w6 $ FASTENER MAMMUM SPACJNG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS �M 12 �cz+ G O c 3 hh < E C �x 2 o FS O h CONNECTIONTYPE CONNECTION TYPE ++ JC! o d 3 N �0(''� ^ QQ L volo L N re NOR MF VA 04 v Uj � ^n a Zd y^ a M O 6 h p 5 oR n V Up i a oge-y" o 5.gg•ro -SET AU AuVrSOLID 10 0 00 J E ob STAINLESS STEE MACHINE SCREW Q ens Vj c o x a4 U OD 3a PRO or m ,AUV •e1 J.1Y. KnezevichNo I - PmfesGOny Hg4sov R. license No: PE 0041961 N NO 8..2 ,o N rn ­2 a. o` / o o. O yw a mN Y O yz Y N S e r a 3 j U m o e J j /le ANCHOR NOTES: a 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR \ o SPAONG ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC C o LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3. 2. REFERENCE SHEET 13 FOR NOTES 2 THRU 10. - - 're T i /T $/ZOOS - m AS NOT® `= O ®® 0 a 05-578 sheet 12 of 13 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONOiES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS U LOAD (W) MIN. 2' EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO SPANS UP TO K - F iA y ANCHOR TYPE P.S.F. MAX. (SEE 9'-0" I 11'-0" I 15'-6" (SEE NOTE T) 9'-0" I 11'-0" I 15'-6" (SEE NOTE 7) CONNECTION TYPE CONNECTION TYPE lX NOTE 1) (SEE NOTE 3) Cl C2 C3 C1 C2 C3 C1 C2 C3 (SEE NOTE 3) C1 C2 C3 C1 C2 C3 C1 C2 C3 57.5 16 8 fi 16 6 S 12 4 3 16 9 7' 16 8 6 13 5 4 . 78.3 15 6 4 12 5 3 8 3 16 7 5 13 S 4 9 4 3 1/4"0 ITW OR ELCO 130.0 9 3 7 3 fi 9 4 3 8 3 7 3 TAPCON W/ 2" MIN. EMBEDMENT 153.0 7 3 6 6 8 3 7 3 7 3 175.0 6 6 6 7 3 7 3 7 3 (MIN.3,000 PSL CONDIETE) 57.5 .16 16 112116 14 10 16 9 7 16 16 13 16 75 11 16 71 7 78.3 16 12 9 16 10 7 15 7 5 16 13 9 16 11 8 15 8 5 130.0 75 7 5 12 6 4 71 5 4 16 8 S 13 6 4 11 6 4 - 5/76"m XL ITW TAPCON W/ 2-1/4" MIN. EMBEDMENT 753.0 73 6 4 11 5 4 11 5 4 13 7 5 71 fi 4 11 6 4 175.0 11 S 4 11 5 4 11 S 4 11 6 4 11 6 4 11 6 4 Q.ffi1. 3,000 PSL CONCRETE) 57.5 16 12 8 1fi 9 7 14 7 5 16 15 10 16 12 8 76 8 6 78.3 16 8 6 14 7 5 10 5 3 16 11 7 16 9 6 ,12 6 4 G7 U C 1 J 1/4"9ELC0 CRETE FLEX W/ 1-3/4" MIN. EMBEDMENT (MIN. 3,300 PSI. CONCRETE) 130.0 70 5 3 F 4 3 7 3 13 6 4 10 5 3 9 4 3 153.0 9 4 3 3 7 3 11 S 4 9 4 3 9 4 3 175.0 7 3 7 3 7 3 9 4 3 9 4 3 9 4 3 MIN. 3' EDGE DISTANCE MIN. 4' EDGE DISTANCE 57.5 76 14 11 16 12 9 16 B 6 16 76 75 16 16 12 16 12 9 � 78.3 76 10 8 16 8 6 16 6 4 16 15 11 16 12 9 16 9 6 3/9^m powERs RAwL DROP- IN b 3/e"m STAINLESS 130.0 16 6 S 14 5 4.113 4 3 16 9 7 16 7 5 15 7' S STEEL BOLT WITH i-9/16" MIN: EMBEDMENT QJIRd. 3,OD0 PSI. CONCREfET 153.0 175.0 15 13 5 4 4 3 13 13 4 4 3 3 13 13 4 4 3 3 16 15 8 7 5 5` 15 15 7 7- 5 5 15 15 7 7 5 'S MIN. 1.25' EDGE DISTANCE MIN. 2' EDGE DISTANCE 57.5 15 5 4 12 4 3 -8 3. 16 9 7 16 8 S 11 5 4 � V L�pl 78.3 11 4 3 9 3 6 74 7 5 11 S 4 8 4 3 1/4"0 ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE SCREW 730.0 6 S 4 8 4 3 7 3 6 3 153.0 5 4 4 7 3 6 3 6 3 175.0 4 4 4 6 3 6. 3 6 3 iMIN.3,000 PSI. CONCRETE) ®©©i �i i ©ii ©©�/ �i i ©i i�1111111111111111111111111111111111> �D�i�iDii©��� � � iiiiiiii ii TAPCON m M o• 0 GLASS m OR DOOR 1/4"-20 THRU BOLT W/ LOCK NUT @ 12" O.C. OR #12 x 1/2" SMS @ 12" O.C. OR 3/16"0 ALUM. POP RIVETS @ 6" O.C. OR 1/4"0 ALUM. POP RIVETS @ 12" O.C. (9) AND QO ASSEMBLY— .. E I EXISTING CONCRETE o OR BLOCK ONLY. WOOD FRAMING & WOOD m ANCHORS NOT ACCEPTA GLASS OR DOOR 1/4-20 S.S. MACHINE SCREW & NUT Ca) 12"O.0 0 � N J � N d cc 3" x 3" x 1/4" CONT. .0 6063-T6 ALUM. ANGLE E (MAY BE REVERSED AS SHOWN DASHED)— c HR ACCORMION SHUTTER VOT APPLICABLE Irao 6_8 ACCORUIOfV SMUT'IrEF GLASS OR DOOR #12 x 1/2" SMS @ 12" O.C. OR 3/16"0 ALUM. POP RIVETS @ 6" O.C. OR 1/4"0 ALUM. POP RIVETS @ 12" O.C. @ ,AND 2O ASSEMBLY- 0 m SCHEDULE FOR MAX. EXISTING CONCRETE SPACING. ALT. FASTENER OR BLOCK ONLY. LOCATION. FRONT AND WOOD FRAMING & WOOD _E BACK ANCHORS NOT REQ'D ANCHORS NOT ACCEPTAB WITH THIS LOCATION - OINSIDE MOUNT SECTION SCALE : 3"= 1'- 0" XISTING STRUCTURE TWIN 1 CONNECII INTYPE EFERENCE ANCHOR CHEDULE FOR MAX. PACING AS SHOWN DIAGRAM ON PG. 13) SEE TABLE 4 FOR MIN. r. T WALL MOUNT SECTION SCALE: 3"= l'- 0" HER (TYP.) C2 CONNECTION TYPE REFERENCE ANCHOR "' SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 13) LE OINSIDE MOUNT SECTION SCALE : 3"= 1'- 0" WASHER (TYP.) 2" K Fw Fw j7 Ftn =Om i= w=w NF Zpwm —U) Xm �z� 0 Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTIONTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. CONNECTION TYPE EDGE REFERENCE ANCHOR SCHEDULE FOR MAX. DIST. SPACING AS SHOWN BACK.ANCHORS NOT REQ'D CONNECTION TYPE IN DIAGRAM ON PG. 13) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND WITH THIS LOCATION EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE ­C2 CONNECTION TYPE SPACING - m.A C :R (TYP.) GLASS _ OR DOOR ww #14 x 1/2" SMS ix w F- SEE TABL 14 j w w FJ @ 12" D.C. OR 4 FOR MIN. F~-w mom 1/4"0 ALUM. EPARATIOh ! tnww POP RIVETS FROM X NF z�m @ 12" O.C. GLASS 7 2 tnQ Xz Q� ❑zF oQ O7 AND®- I I uva) ASSEMBLY_,,,,,, fI linp T WASHER (TYP.) EXISTING CONCRETE - EXISTING OR BLOCK ONLY. STRUCTURE WOOD FRAMING &WOOD ANCHORS NOT ACCEPTABLE {3 CONNECTION TYPE @ 1 x D.C.MS REFERENCE ANCHOR 1/ SCHEDULE FOR MAX. 1/4" OD.C. 0 ALUM. SPACING POP RIVET @ 12" O.C. w F l7 � w o CONNECTION TYPE EDGE REFERENCE ANCHOR SCHEDULE FOR MAX. DIST. SPACING AS SHOWN C2 CONNECTION TYPE IN DIAGRAM ON PG. 13) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION OCEILING / INSIDE MOUNT SECTION SCALE : 3"= l'- 0" - EXISTING STRUCTURE 7" MAX. _ 5 OR 6 & 1/4-20 MACHINE BOLT W/ p 2 NUT OR #14 SMS CO) 12" O.C. (TYP. TOP & BOTTOM) 1/2" - 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) v ) Q SEE TABLE = N m 4 FOR MIN. F- w SEPARATION 14 z m. FROM w Q GLASS J D ~ ix GLASS F of OR DOOR �z❑ O w m EXISTING ix `_' STRUCTURE Xuu u c nDns_ E 1II"" NECONTYPEEFERENCE ANCHOR CHEDULE FOR MAX. PACING T CONNECTION TYPE EMBED. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OBUILD OUT MOUNT SECTION SCALE: 3"= 1'- 0" LFROM.PIN co BUSHING (TYP.) Z O n , O i j• U U -Q r; � ti e e �3 _ .6co o e td v N Q m Q O J_W. Knezevich v:oteas R license NN a: PEOD11%1 2005 �c 0 m' m� v= a3 of ma 11/18/2005 mMo Mot AS NOTED I ®® no M O m m M 0 0 L FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN EXISTING JN ANCHOR SCHEDULE). ALT. OF A TOP & 5.62" (TYP.) BOTTOM 71fPIGAL PLAN► ;IEW iSr�ALE'f3" 2 FASTENERS4OR " x 2" x 1/8" ALUM. EACH ANGLEBE 6063-T6 ALLOY 1" x 2" x 1/8"2"x2"x1/8" ALUM.ANGLE3/16"0 ALUM.RIVET OR #12 16"0 ALUM. POP VET OR #12 SMS 18" O.C. (TYP.) TYPICAL.HR BLADE CC7 3/16"0 ALUM. POP" RIVET OR #12 SMS @ 18" O:C. (TYP. 18 ' 3/16"0-ALUM. POP 2" x 2"'x 1/8" RIVET OR #12 SMS 6063-T6 ALUM. TUBE @ 18" O.C. (TYP.) 1" x 2" x .093" 2 FASTENERS 6063-T6 ALUM. EACH ANGLE ANGLE, TYP. 5/16-18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515'-6". THREE 3/16"0 ALUM. 0 POP RIVETS OR. THREE 18 #12 SMS,-TYP. 18 0 0 1" x 2" x 1/8" OR 2"x2"x1/.8" ALUM. ANGLE TYPICAL HR BLADE C2 - #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALI POP RIVET, OR 1/4-20 TYPICAL CORNER CLOSURE DETAILS MACHINE BOLT & NUT SCALE: 3" = T-0" @ 18" D.C.— MIN. 0.093" THICK 6063-T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5'' MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 MACHINE BOLT & NUT @ 18" O.C. NOTE. STARTER 18 LOCATION MUST BE ADJUSTED TO INSUREILL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOGaNG OF ADJACENT BLADES. FASTENER (USE ANY IN ANCHOR 2"x2"x .090" 6663-T6 ALUM. TUBE T) 2" x 5" x 1/B" x CONTINUOUS ALUMINUM AN OPTIONAL AN( ORIENTATION SIDE CLOSURE OPTIONS SCALE: 3" = T-0" EXISTING GLASS SILL BOOT OM \-5/16-18 THUMBSCREW / TOE & INTO CENTERMATES—/ .BOTTOM MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-0" SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = T-0" Rq Q a r0 V y co O E'er 49 0 t~ O 1 aa.uy :n•. WF0 E 5.8 a4CC )Rnl N SHUTTEF IOT ^LlmpmCABLE TO HR ACGOROTON SHUTTE •• SCHEDULE ANCHOR FAMER MAXIMUM S REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 30 EDGE DISTANCE SPANS0 (SEE9NOTE 1) ., .. . .■11111111111111111111111111111111P> ®00©0©0 � � � / / / I / / • • �iiiiiiii%'iiiiiiii�iii ®mmmmm®mmmm0®Ommmmmmmmm®mOmm00© i■i1111111111111111111111111111111(i ®®mmmim®ii©iii©mm®m�®�iii�m©©© . • . �i�i©©i©©©ii©©©Tim©ii©i©ii©%iii mmnnv,mmnennnr. SCREW WITH N T ®im©©©©i®©©©©/©/i®iiiiiii®�©©©I rl ®®mmmim®ii©%iii©mm®mm®mmmi ®iii ®m®ii©imi©©i©/© �®mmmim®iii i©ii %0�00� �mm00m00®mmmmm momum®00© lammmmmoomoo mimii®®ii©'i©i©im®i�©im©©©�i©ii '•DMIN. 1.250 EDGE DISTANCE MIN. r EDGE DISTANCE ®memommooBum o©®mmmmmmmmmummoo© �imii®iii©i©©iii®mii©i®i©©i©©© • .- . iii©©iiii®i©©i©©©i©©© i i©©©i i©©©i 2 x S (TYP.)- TOP FLANGE j1 Q O O O o- [1, S (TYP.) 1 x 5 INSIDE 3 OR O4 HEADER / SILL BOT. FLANGE ANCHRR (SEE g PICTURE ABOVE) 0 E NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: - Cl CONNECTION TYPE USING PIECE ® OR Q 5 - APPLICABLE TO HR SYSTEM ONLY a` 7 / 8 COMBINATION 11 /� COMBINATION I 1 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C4 CONNECTION TYPE: - C4 CONNECTION TYPE USING PIECE (D OR 0 WITH OUTSIDE ANCHORS ONLY - - 'APPLICABLE TO HR SYSTEM ONLY ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/W EDGE DISTANCE (w) SPANS UP TO SPANS UP TO SPANS UP TO F Ih y. ANCHOR TYPE P.S.F. MAX. (SEE 6'-0" (SEE NOTE 1) 9'-0" (SEE NOTE 1) 15'-0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) Cl I C2 C3 I C4 I C5 Cl I C2 113 C4 I C5 Cl C2.. C3 C4 CS 31.2 18118 18 18 18 18 18 15 15112 18 18 9 9 7 1/4"0 WOOD LAG SCREW 47.2 18 1 18 15 15 12 18 18 10 10 8 17 18 6 6 5 77.0 18 18 9 9 7 18 18 6 6 5. 12 10 4 4 3 W/ MINIMUM 2" PENETRATION SHEAR 115.0 18 18 6 6 5 12 10 4 4 3 12 10 4 4 3 O 00 PARALLEL OR PERPENDICULAR TO WOOD GRAIN 145.0 14 14 4 5 4 12 10 4 4 3 12 10 4 4 3 31.2 18 18 18 18 13 18 18 12 13 9 11 16 7 8 5 1/4"0 ELCO MALE/ 47.2 18 18 12 13 9 121181 8 8 6 7. 10 5 5 3 77.0 11 17 7 8 5 7 11 5 5 3 5 4 3 3 FEMALE "PANELMATE" W/ -7/8" MIN. PENETRATION & 1/4-20 MACHINE 115.0 7 11 55 3 5 L 3 3 5 4 3 3 SCREW WITH NUT 145.0 6 6 4 4 5 4 3 3 5 4 3 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPEOFiC LOADS.MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. REFERENCE SHEET 13 FOR NOTES 2 THRU 10. 1 x S TYP. 1 x S TYP. x �S /� @ OR Q4 HEADER �101 OR Q4 HEADER ED AS SILL O O N O f1N`'1 mn LL; Q V =0 V � 9m� i? H O ?n E 1 <as E Y xr �LL Q )` 0°'a > a§ of o AS EC-v : N 0 ..aOyy Z-` ' mF V CO Cc F c ^n CO ZO yhd N C3 a tall V = a= 4 m. J.W. Knezev)ch ."WA anal Bujhlw Ri Cc Nd PEOW1961 49� 8 2 ff5 a' o2 a ao� s a �!LLLI • vC "" T1/18/2005 e a.nq K NO7® MCR WK 05 578 - sheet 8 of 13 -GLASS OR DOOR I I I I I I I I I I I I I I I I I I I SEE TABLE 2 FOR MIN. GLASS 6_8 ACCOR0IOIV SHUTTER NOT APPLICABLE TO HR ACCORDION SHUTTER J EXISTING WOOD 1 3" 1 13 TRUSS OR RAFTER w P 24" MAX. O.C. w w W jj EXISTING FINISH - Fln =p- MATERIAL Z = V1= J .' O F- v=it9 Lu 1" x 4" z 1/8" 6063-T6 H wl- aw �ZF- 1/4"0 WOOD LAG SCREWS I j =z E-' $Qn. WITH 2-3/4" MINIMUM F-a Qun THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS, 6 1/4" MAX. FROI` 5 . GUIDE TO BUSH'WASHER EXTEND TUBE TO NEXT (TYP.) ' V WO 1/4"0 WOOD AG SCREWS @ 24" 1/4-2C .C. MAX. WITH 2" 24" 0.1 HREADED PENETRATION WITH 1 T" INTO CENTER OF STUDS BACKS Cad 24 THREADED RUSS PENETR. "T" 14 SMS @ MIDSPAN BETWEEN' STUDS FOR TRACK TO 1" x 4" PLYWOOD & TUBE CONNECTION STUCCO FINISH 1" x 4" x .125" 6063-T6 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. WALL MOUNTiSENON, C a XV SP ION TYPE ANCHOR FOR MAX. CONCRETE OR LY. WOOD L WOOD ANCHORS POTABLE (MAX. DESIGN LOAD x 72 P.S.F.) OTRUSS MOUNT SECTION SCALE : 3"= 1'- 0" OR 0: Fw F_ W j7 F-0 Sp w yF zum ID _In a Xw WZF- FJ OVN Q EXISTING STRUCTURE EXISTING FINISH,K11 a ''t w MATERIAL i m �CUT 'INTERVALS TO FOR URVE (S DETAIL FOR WELDING 1/4" MAX. FROM F TO BUSHING WAS INFO). TYP. TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT w SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE 13 _zum Z '0.X Z mZ F- _ �� oa uth 0 Q w i-+ o - 1/4" MAX. FROM F w 1/2" TO BUSHING WAS BOLT MACHINE"D. STRUCTURE " W/ NUT @ >g 1® CUT AT INTERVALS T EXISTING FINISH FORM CURVE (SEE DETAIL (P MATERIAL FOR WELDING INFO.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE OCURVED TRACK DETAIL SCALE: 3"= V- 0" ww INSE 2 FF---I CEILING HEADER (SEE NOTE BELOW) * SEE @EVERY w = r EXCEPT AT "NOTCHES' 2" TO 3STENER, ' P ECEO GLASS -In • S 6 19 UT LINE (SEE DETAIL P FOR INFO.), TYP. Z w S 6. -:' wC3mI_JoQ CEILING HEADERQ5 OR© (A PROVIDE MITER CUTS IN 2" TRACK'F ANGLE TO MATCH TRACK @ ;�! (SEEIDETAIL P FOR QCURVATURE poiY WELOING INFCEILING VDIS. TYPEENCE HEADER BUILD -OUT ANGLENECTION ANCHORNOTE:.WHEN FOR MAX. CEILING HEADER IS USED INULE NG. A BOTTOM MOUNTING CONDITION,WELDING LOCATIONS ARE THE SAME. ��' �` 4 (USE ER4093 FILLER ALLOY FOR ALL WELDING.) jqJ i i I __—I OR pO WELDING DETAILS SCALE: 3"= 1'- 0" J. W. Knezevich PWmftW Eng4m Rllc Nw PEONIM CURVED TRACK.PLAN VIEW N.T.S. - a.". 91 a s_S ACCORplION SHUTTEF JOT APPLjGABLE TO HR ACCORDION SHUTTEI GLASS OR DOOR ww w FJ w GLASS ww 13 r N MID _ OR DOOR 1/4"-20 THRU BOLT W/ _= N=�rj LOCK NUT @ 12" O.C. OR ins 2uila0 13 Fw =❑ #12 x 1/2" SMS @ 12" O.C. OR Xz wz� #12 x 1/2" SMS 12" O.C. _= N2� ZUM 3/16"0 ALUM. POP - ¢, o¢ OR 3/16"0 ALUM. POP Mr CO RIVETS @ 6" O.C. OR F ua u¢a RIVETS @ 6" O.C. OR - ¢ j�iZ CIzr 1/4"� ALUM. POP RIVETS 1/4"0 ALUM. POP RIVETS ¢'� o¢ @ 12 O.C. I 1/4" MAX. FROM PIN @ 12" O.C. - F QN O9 AND oO GUIDE TO BUSHING 11 AND 2� ASSEMBLY. ----- 1/2 WASHER (TYP.) 1/2 ASSEMBLY 1/4" MAX. FROI• 1/2" 1/2" GUIDE TO BUSH] C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. o HER (TYP.) w 0 m f I I CONNECTION TYPE m I w w CONNECTION TYPE EDGE REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. EDGE SCHEDULE FOR MAX. DIST. SPACING AS SHOWN DIST. SPACING AS SHOWN CONNECTION TYPE IN DIAGRAM ON PG. B) CONNECTION TYPE IN DIAGRAM ON PG. 8) REFERENCE ANCHOR REFERENCE ANCHOR EXISTING CONCRETE SCHEDULE FOR MAX. EXISTING CONCRETE SCHEDULE FOR MAX. OR BLOCK ONLY. SPACING. ALT. FASTENER OR BLOCK ONLY. SPACING. ALT. FASTENER WOOD FRAMING & WOOD LOCATION. FRONT AND WOOD FRAMING & WOOD LOCATION. FRONT AND C2 ANCHORS NOT ACCEPTABLE BACK ANCHORS NOT REWD ANCHORS NOT ACCEPTABLE BACK ANCHORS NOT REQ'D RE _ WLTtl THIS LOCATION WITH THIS. LOCATION SP t p IGAL NSIDE,IIAOUNT SECTION Og INSIDE MOUNT SECTION SCALE : 3" 1'- 0" GLASS OR DOOR w L ION TYPE ANCHOF FOR MA> EXISTING STRUCTURE SEE TABLE Ll2 F02 111J. GLASS SCHEDUL SPACING TYPE ICHOR 2 MAX. 1/4-20 MACHINE BOLT W/ NUT OR #14 SMS @ 12" O.C. (TYP. TOP & BOTTOM) ASHER 1/4" MA: GUIDE TC WASHER - EXISTING CONCRETE - OR. BLOCK ONLY. WOOD FRAMING & WOOD ' EXISTING STRUCTURE EDGE DIST.ANCHORS NOT ACCEPTABLE EXISTING EMBED. 1 CONNECTION TYPE NNEno REFERENCEOAN�OR EMBED. STRUCTURE T UCTU E TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX.' m EQ E REFERENCE ANCHOR SPACING AS SHOWN F SPACING - SCHEDULE FOR MAX. ' IN DIAGRAM ON PG. B) w 5 6 1/4" MAX. FROM PIN SPACING GUIDE TO BUSHING 1/2" WASHER (TYP.) w r 1/2 O _ 3 4 1/4" MAX. FROM PIN 01/4" MAX. FROM PIN GUIDE TO BUSHING ix GUIDE TO BUSHING WASHER (TYP.) GLASS ww F-I WASHER (TYP.) - F-w >>� 6: 0 61 0 1/2' rw #2OR D002"SMS SEE TABL 73 j'N V=jww rw ww rJ @2"O. C. OR 2FOR MIN. __ _-1 ww rJ rw ❑� 3/16"4 ALUM. mr omm II SEE TABLE 13- FN =a, - EPP,RATION E7 - ¢ A rN x❑, GLASS OR 2 FOR M ❑ inww 13 ❑_ wx� POP RIVETS FROM XW �zr DOOR EPARATIO X zXJ GLASS SEE TABLE - V)r Zoum @ 6" O.C. GLASS EJ Oa FROM Ml9 otnQ OR DOOR Lei SEPARATION >Cw ozi- 2 FOR MIN.¢� GLASS XQw �z¢r C F U ian N 1/4-20 S.S. MACHINE ¢ J o¢ T AND 8 J o FROM F ,_,a O 1/4" MAX. FROM PIN - SCREW NUT @ GLASS uV) - ASSEMBLY 12" O.C. ¢ 1/2" 1/2" GUIDE TO BUSHING ¢ WASHER (TYP.) w F W 7/4" MAX. FROM PIN m I ❑ w 1/4" MAX. FROM PIN 0 - - Q GUIDE TO BUSHING w I CONNECnONTYPE w ❑ 1/2" 1Q, GUIDE TO BUSHING O WASHER.(TYP") REFERENCE ANCHOR WASHER (TYP.) S 6 EXISTING CONCRETE EDGE SCHEDULE FOR MAX. in EXISTING OR BLOCK ONLY. DIST. SPACING AS SHOWN Z w. STRUCTURE WOOD FRAMING. & WOOD IN DIAGRAM ON PG.B) CONNECRONTYPE Q ---�- ANCHORS NOT ACCEPTABLE CONNECRON TYPE � REFERENCE ANCHOR #12 x 1/2" SMS REFERENCE ANCHOR SCHEDULE FOR MAX. 3" x 3" x 1/4" CONT. i EQ• EQ RECONNECTION TYPE SCHEDULE FOR MAX. SPACING Am 6063-T6 ALUM. NGLE REFERENCE ANCHOR @ 12" O.C. OR SPACING. ALT. FASTENER (MAY BE REVERSED SCHEDULE FOR MAX. 3/16"0 ALUM. LOCATION. FRONT AND EXISTING STRUCTURE AS SHOWN DASHED) - SPACING POP RIVETS BACK ANCHORS NOT REQ'D Q .�� @ 6" D.C. WITH THIS LOCATION _ C �p `WALL MOUNTNT SECT 10 O CEILING / INSIDE MOUNT SECTION F `WALL MOUNTISECTIONi+ p SCALE : -3"= 1'- 0" SCALE 3.= 1.=10'. _- a 0 cc FW- 2 co 4 ke A (d .VYq -bcc U a� WIN a UA � V N � -JI i oF2 cc o!f o4 � a J:vV-.'Knezevich ProfeniwW &qy FL Ui tNw PE oo4m1 �2 r' m� vo > S s a e� °a1e 11/18/2005 a+..n M❑4 AS NOTED I ®® dmv*n m 0 E E `o c a` N i FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). EXISTING ALT. DIRECTION OF ANGLE LEG — WICAM PLAN VIEW 2 FASTENERS 2" x 2" x 1/8" ALUM. EACH.ANGLE r TUBE 6063-T6 ALLOY 1"x2"x1/8"OR 2"x2"x1/8" . ALUM. ANGLE — 3/16"O ALUM. POP RIVET OR #12 SMS 3/16"0 ALUM. POP RIVET OR #12 SMS Cal 18" O.C. (TYP.) ATYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) CC1 3/16"0 -ALUM. POP RIVET OR #12 SMS . @ 18" O.C. (TYP. 17 3/16"0 ALUM, POP 2" x 2" x 1/8" RIVET OR #12 SMS 6063=T6 ALUM. TUBE Cal 18" O.C. (TYP.) 1" x 2" x .093" 2 FASTENERS 6063-T6 ALUM, EACH ANGLE ANGLE, TYP. THREE 3/16"0 ALUM. o POP RIVETS OR THREE 17 #12 SMS, TYP., 0 0 1"x2"x1/8"OR 2" x 2" x 1/8" ALUM.ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = V-0" MIN. 0.093" THICK 6063—T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) 30 FASTENER Co) 18" O.C. (USE ANY ANCHOR SHOWN 13 IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. 1/4-20 THUMBSCREW INTO POP RIVET, OR 1/4-20 THREADED HOLE. LOCATED @ MACHINE BOLT & NUT 1/3 SPAN TO 2/3 SPAN FROM @ 18" O.C. BOTTOM OF SHUTTER FOR BLADES 58'-3". USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE @ 1/3.SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED NOTE. STARTER 17 LOCATION MUST BE ADJUSTED TO INSUREELL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCIONG OF ADJACENT BLADES. #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALi POP RIVET, OR 1/4-20 MACHINE BOLT & NUT @ 18" O.C. FASTENER @ 1 (USE ANY ANC IN ANCHOR SCh 2"x2"x .090" 6063-T6 ALUM. TUBE TYP. 2"x5"x1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP SIDE CLOSURE OPTIONS SCALE: 3" = T-0" CVIfTI\Ir f, .e�f V 1 V I-1 INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY EXISTING GLASS -� SCALE: 3" = 1'-0" (1) 5/16-18 THUMBSCREW 14TO THREADED INSERT (3-n USE (1) BRASS PUSH LOCK ORF\ SILL SPAN TO • BOTTOM USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = T-0" O O N y W F I- 2 U Z O 0 fL O cc U Q J Q cq CD S a e PlotenSetW b-Inw FL Llc n Noe PE OD61961 a 0 h E N to M1 O 0 .3750 #10-24 THUMB SCREW -- Z F m I I w uVQ �OR US�WITH AND ONLY =2tI SLIDE ROD+ tG tALF�Si2 ~} 28 CENTER BOX INSERT SCALE: HALF SIZE 0.443 1.084 1- o 0 N 1:068 0 3.443 (6.8 ONLY) 29 MALE/FEMALE LOCK SCALE: HALF SIZE 35 BOX LOCK SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY -.3200 HOLE .050, i NYLON WHEEL 1.100" .240" TYP. AT EVERY.OTHER INSIDE JOINT AT TOP. 1 �za .ROLLER ASSSENO8 '°`- SC�AL"E'HALF"SIZE 27 RECESS SILL (6.8 ONLY) SCALE: HALF SIZE (6.8 ONLY) 30 UNIMATE LOCK SCALE: HALF SIZE (6.8 ONLY) 36 T-ADAPTER SCALE: HALF SIZE ACCORDION SHUTTER COMPONENTS FOR 6.S 8e Hill AGCORMION SHUTTER SYSTEMS F BRASS,PUSH LOCK � "-S@AL"E: HALF'SIZE"' 31 MALE BOX CENTER SCALE: HALF SIZE sOTHREADED INSERT `ALE'EUL"L�SIZE-k - #14 x 2-3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP & BOTTOM) -NYLON BUSHING W/ WASHER: 7/16"0 x 1/2" (la INTERIOR JOINT TOP 7/16"0 x 1" (ln INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 32 FEMALE BOX CENTER SCALE: HALF SIZE L 1 81tt . - ORj15X ?HRWHERE'LOCK'P1NSAREUSEDTHE1lTAREIENGAGEUIIN &STACKED POSITION-wAREN`FREQ'D IN -THE QOSEUPOSMON. O251T'ALIUMINUM OR PVC-T K PIN MoT,REQUIREn� )_ ..vSCALE:'1HAL,F SIZE' "' �.• -�.—�? 33 CENTER MATE 1 SCALE: HALF SIZE 34 CENTER MATE 2 SCALE: HALF SIZE a m� {y ({ v `nin J; 2 v0 v� E V 'A �$d N c �Ae N F C 0 LL- by v . E �i9 xt NLL U 4_1Q� o 0 HN'�i N .S '^3 dry L o-y mF' U U 2 H o ^n Kd 0 � a ^Q M cc V All da JR Q "O I IF_ -h a°yd ory b ¢' = l e' awl � aD co J.W. Knezevich trdMs;ww 8vginm "FLtkn{m No: PE4DI1961 0 0 5 im> 0 i' 11/18/2005 anm A6 NO7ED j�MOl ®L— WK 05 578 sheet 3 of 13 . N a 2 0 0 a` 7.A74" 2.655 1.825" .588 1.583" .484" J6" I 105" TYP. 9 0" .250" MsE HACF"SIZEx"-55GALE: HALF-SIZE 4.603" 4.140" .258" .297" I .030R .054" ---- 13 TYP• 6.8 SLAT SCALE: HALF SIZE 4.596" i 4.190" .258" HR ID. .030R MARK .219"I 0618" - 14' t� SCA„L'Ej�HAL`F'.SIZE-" 4.510" 4.102" LL��-r•054" 15 ALT. 6.8 SLAT SCALE: HALF SIZE 4.596" 2.298' - HR ID. MARK .219" .0618"-' - 16 ALT. HR SLAT SCALE: HALF SIZE 2.762" �.143, 068" 1 m o` .195'J N .095" - 1.706" - .062 I m F0954 .20 .630 .095 .095 3.610" .971" m rn 3OHEAVY WALL HEADER SCALE: HALF SIZE OLITE WALL HEADER O HEAVY HEADER O LITE HEADER SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 1 p ADJUSTABLE SILL BASE SCALE: HALF SIZE 11 ADJUSTABLE SILL 12 ADJUSTABLE SILL BASE SCALE: HALF SIZE SCALE: HALF SIZE 30.225" 43� 314" .06 •043'• 25" 0 725" TYP. .150R N" .022" 1.625" .069" 5.00" MAX 17 6.8 STARTER � jg 3AIVGLE (es;on►L»},. O SCALE: HALF SIZE v 1.523" .250" TYP. 060" C -Q 1.750" i307"7.00" MAX. m S18' Lot -- CAL 20G'ONL1�^.r Q SE;.HALE.SIZE SCALE'�3 1: - 0" O oy m1' 07 cr LLI F- F m x co O_ Q O U U ca G J a x x as CQ m 4 FLUw NwPE00/1961 178 E a 0 6 0 c c a THESE APPROVAL DOCUMENTS REPRESENT THE 6.8 ANl> THE HR ACCORDION SHUTTER SYSTEMS 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 AND THE SBCCI TEST STANDARD FOR DETERMINING IMPACT RESISTANCE FROM WINDBORNE DEBRIS, SSTD 12-99. 2. THIS SHUTTER SYSTEM HAS BEEN SUCCESSFULLY TESTED FOR LARGE MISSILE IMPACT RESISTANCE AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH SBCCI, SSTD 12-99 AND ASTM E330. 3. REFERENCE THE APPROPRIATE DESIGN LOAD TABLES BASED ON THE GOVERNING CODE AND WIND VELOCITY TO DETERMINE THE DESIGN LOAD TO USE WHEN REFERENCING THESE DOCUMENTS. NO LOAD REDUCTION OR ALLOWABLE STRESS INCREASE WAS USED IN THE PREPARATION OF THESE DOCUMENTS. 4. THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. S. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE PRODUCT EVALUATION DOCUMENTS ARE SurcAai F Tn RF Aooi iwn av TUF 7. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. 8. WHERE THE CONTRACTOR OR THE BUILDING OFFICIAL REQUIRES DOCUMENTS FOR SITE SPECIFIC APPLICATION, THESE DOCUMENTS SHALL BE PREPARED BY A FLORIDA M 10. WHERE COMPLIANCE WITH SSTD 12-99-IS REQUIRED, PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER OPENING OR A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED BY THE MANUFACTURER AND INSTALLER. WHERE 1 Aor, r ­ TOWN & COUNTRY INDUSTRIES, INC FT:LAUDERDALE FL SSTD 12-99 LARGE MISSILE OW(CT RESISTANT 11. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 12. STORM SHUTTERS HAVE BEEN TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 98-016, No. 98-017, No. 98-017R, No. 98-057, 99-045, No. 00-051 AND No. 00-135BC AND HURRICANE TEST LABORATORY, LLC (HTL) No. 0353-0904-05. 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 14. ALL SCREWS AND BOLTS TO BE 2024-T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TO BE 3/16"0, 5052 ALUM. ALLOY, U.O:N. 15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 16. THE PERMIT HOLDER SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 17. THE 6.8 & HR ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT EXTRUSIONS -ON INSIDE OF WOOD OR CONCRETE BEAM WITH BACK OF SLAT FACING OUTSIDE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 19. THE HR ACCORDION SHUTTER SLAT HAS A BULGE Cal CENTER OF SLAT TO DISTINGUISH FROM THE 6.8 ACCORDION SHUTTER SLAT. 20, ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTTER SYSTEMS, U.O.N. LOCK] TYPIC SCANNED BY St Lucie County TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. TRACK t O O N L� CO cr W F- F N Z O O' U U a J Q 2 .d a0 m e ProhNoml FL Name No_ PE900041%l