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HomeMy WebLinkAboutINSTALLATION GUIDETABLET ALLOW FOR UABLEWITHIN SPAN SCHEDULEN2SE THE NV DESIGN YANG LOAD(PSF) HYI¢ PasrtNE WRTOIWO W1111 NNIOTE f0 xvla: PosrtNEwaro LDADYATMy� CFNTFFWATFS I0 OR@A@ OR©e O tm¢ NEGATNE WINDLOAD AU. MWMWO GONDDIONS• 2JA 15r 15m ISV z511 151• aV Ism mm 14r 15S I66• SSA 140 1W' ur 404 IN- 145• 1w• aA0 13T ur am WA 1w IN" 16m ssA Iw I51• ISS BID 12f• i]1• I13• .A UMB 12r w roA nr tR• Or 750 Hr +2r I= Mla I15• Iw 12B• Ma Hr 1m• Iz5- 9DD 117 11B' Iv - BSA ++m ttr Hw IWA Iw 11S 115' 101A tar nr nr I1DA Iw tID' tlm 1150 tw for for tmA tw• fo3• 1a5• 125A tar iwA 0P 135A m} lam Pr 145o r 150A BB ISO B6 Iw.o Bm I= B1• 1TGA Tr 9a0 Te• 1BOA T4- teao r IN.0 rt I. ae• mB.a 6r .8 ACCORDION SHU17ER FOR USE WITHIN AND OUTSIDE THEIMHZ-,� TABLE2 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN THE HVH2 Pa3rtPre DESIGN PRESSURE (PIP) SHUTTER SPAY MINMIMSEDAM. FROMCIASS PL,TAWTWNS R15tPLATIOW3 -WABOVE WABOVE GRADE GRADE IHI (HA ma Iw' xr air as Sm a, r or 10• +b• Im' am m 15V e.r a5• Q ST am I.I. or am Ir Iw- am 1r mam 2r Br e.r 2r ftl• ar Ir fA 6m am Lr er am t.r am am 2m 1m• Sm 2b• IN" &r ab' W Sm 1Y eB am Lm for Im 2r fat' xr 15' TO eo• IT 1s w• am Ix Bm aw 2.0• I2V Sr am w or am is w' 10 1S w 3m 2S 11v w ar 110 w am is w• am fb' w tt4• 17 13• tm Fm am s 3D• 1.0' 5 1Br ar a.r •• FOR BUHDOM MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 610 TABLE 1 AND 2 NOTES: 1. MVHZ: DEFINED AS MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA. ]. DESIGN PRESSURES SHOWN IN -ACCORDION SHUTTER SPAN SCHEDULE• ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPELT SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PEIWISSIBIE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BALK OF WE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRKTION TOWARDS THE HOST STRUCTURE AND NEGATIVE A110WABIE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. DESIGN NEGATNE NIND WND LOADMI. LOAD MOUNTING TTSF) M,,DnM,- •• MR BUIIDOUTMOUNTMAAMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 ' "' EPMIRLBEXHMM P.E. TABLE4 =-' ALLOWABLE SPAN SCHEDULE =T3 AST. ESSENT.LFACIIITIESONLY =A ' Posrtry DOW PRESSURE (MF) 6HVl1ER $PAN L1awW ION b.40-ASSE FRIGIAS$ WSTALLMION$ wSTADATIONS 4]oABOVE >wmoVE GRADE GRADE Iw.7 Iwd m eo' v Lr Br 3rI IA' Im• ar 1.m am am am e0• a1• 1.1- or a+' Is- Iw sr r 1M• 31' zr a Sr IT 6.8• 43• IN aa• ar I.I. w• 3r I.r IOV sr 2A• tA' 11' 26' 1SY br 31' 1%• am 6Y W er ar A• 12 3r 2T Im•W }r zr $r am D Cm w a+- w• ar I 6r ar 1V tm• A• am 4V DO w am Sr 1S w• IV al• Y 2 1N•13.rE3�amBmIIoeA•ITno•1m wBR•10m No TABLE 3 AND 4 NOTES: 1. NON-HVH2: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS MUM AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN 'SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECINESHUTTERSPAN. 3. NO SEPARATION FROM GIASS IS REQUIMO MR WSTAWTIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSEMRAL FACMIES. 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TD A WOOD OR CONCRETE BEAM WIRI THE BACKOFTHE SLAT FACING OUTWARD. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. MR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. >F I GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13 14 IS 16. 17. 18. 19. 20. 21. 22 23. TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVELTAD 201 02 026 E1996 & E330 FLORIDA PRODUCE APPROVAL NUMBER ALL EXTRUSIONS SHOWN SMALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 114.0 OR 3/I6.0 5052 ALUM. ALLOY. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR IITH THE AND m LO VARIES - NO LIMIT TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. * No PE00456ay TRACK N W ITTOM TRACK b O M v 15-2338 -I INJ HAX. 100" OUT WALL LITE 2—LEG WAIL Ei SCALE, HALF SIZE O HEAVY 2—LEG WALL O O HEAW HEADER/SILL O HEADER/SILL SCALE: HALF SIZE SCALE, HALF SIZE SCALE=HALF SIZE�� SCALE, HALF SIZE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 1.825• 7OSILL Og SILL ADAPTER SCALE: HALF SIZE SCALE, HALF SIZE t.fiO3" 30R25' 314Itij ^ dt0• 325" 'Ob Ot3" 258" ,2gp- dSOR .030R .OSt" ,0 2" b23 .069" 1.,..73 -TYP. 6:8 SLAT/BLADE _ �� 6.8-STARTER, SCALE: HALF SIZE-' " SCALEi HACF'SIZE cslo^ 102" z2r• osc' 76 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE O9 EXTENDED SILL SCALE, HALF SIZE .3 7q CEILING HEADER/SILL SCALE, HALF SIZE rP! 4.510• 7p EXTENDED SILL ADAPTOR SCALEr HALF SIZE MID SILL �2 MID SILL ADAPTOR SCALE, HALF SIZE SCALE: HALF SIZE ♦ n .68; .630• .096• m 2.822• 0.115' n 7g RADIUS CEILING HEADER/SILL 0.096• SCALE, HALF SIZE A' .180' 0.080' 0^ 420' Ig WALL SILL CLIP SCALE, HALF SIZE N e WALL SILL a a x SCALE; HALF SIZE HL V tl O k IF ORW]RIAW LTY41D9rE 15-2338 wla r•"-ovvvrsox, 93 V w'.i€ �eMM'i°� 60EEE V'3lVt1tl3Ontll'J! � N ., M(p'353adIp�Nro33XIaN3 xms5=(,- mwOx300ruW:3 OtlOU el0AW 12M 006 v.e_vv�vv,v® m�anwm®._.. W x aP Wwaaewmr spnpoy Ngppna pue mmnyolesajo S31H1EOON1 uN1- MDILt O3plu ZOVEE V'HD1 Ei M]3 9390 90T muns'3AV, MS O9T m ®- ,�"`®'""'°'�"'• eWwia m WwAo azYadalOa ttRAI fiH L B1BA31L[3G 3 ItI,,ss3ad '' �=IIILN HI CIA W,mrtl ea al I+m�oLr 3'¢am I: -. 3NI�JN3 L/ aaa /// ••• azw may xwly Hemel 6 ie -011ZLLIMSINUtl o: _as+'t _zgz 46Q ' z ..........=F���.BEb' �s N .. z121, w T w W W O zWoi ? x Z. I c . Lee I n O ry� (J •61E - - .OSe. ..OLC 2 H .090' ta, Q �- ,610 - m..0E9 N LL tC ~ ry .595" .J ,162'1 ,690'1 '2 Aso, z'3 c 2 ¢ w (' % .0 .6 Of .595' m n '� ME C1%3 .f) .6LCb Q . OIL LL to O .00wa N3d0 -05, L 0350]] O Ln WOI _057 L x�� e w 3 H Z t ¢ V w— W W } Nm ON NLL N N OW N w w m Wj= iic xo �w ..60F1 M O i 0o.. rn O m z3v or N� ..8691 c jV amm m ¢Q Na v0 �x .8062 Of W ObZ n W u J rZa ut 1 INS BBL' N . N z .5505I2 n U w N h ..019 O� .052' O W x N `lLV ot'•W- m LL SO LLL Ac Q W 3 N l'NIW Al s]IWI L F 2 yl } m IY i LL N ? � 04 w® M ® � ru .ISL'1 OW Q i w I O ~ aN O W .5L81 ,290' Z W O F e� m 2 w .S(L'1 to D 2 m2 m ea sN • .l6SI N ti B� a� n _ wLL Lag owN W w .165 m N G Uw ___ .ILL fS' a Omi O Jj N W N m Oa QQQ w .f82'I So o J a EY] O w 0 .21E'i .SLB a m 61V LL V yj F OE 6FLL J "I `i m JN w0 'um ~m0 W YN_ 4 0 iJ Q2mJ] mb izwr,O i .060' In o¢00 z3J N¢a m .^II ,061' „fit mF IF K W.W ZOO •r -.,� iw Wm WN w .160 m LL { Ijw (Q N N z R.om. f.0 O Q nil l i .06L• ma-x¢ x rvP o Z2F mxew lna •L56' w 7 za'K'ON J i D } NW w e oaa i .00012 of.S2t' 2 N i O W LL O a ¢ J W N X OV m< N oo Z mN �= M W M e O rw— y�Iy Wt'=94'11fGYW491\¢�a'lfllll@LLN9>AxN%9M'0L%Ni H0244'=9lLIV NDtaY31Yp�.@mxWTry 39 gQStltq'pgA ?i. Ft'LmivHIbV O.C. ANCHOR AN IB-- SHOWN EXISTING GLASS DISf. EDGE EXISTING GLASS SCHEOULEI. DLST. No� EMBE '6Sd OF ANGLELEGN II II sKL% (INTERIOR) ` 1 (EXTERIOR) TYPICAL PLAN VIEW SCALE: 3" . 1'_0.. -M . G 062" THICK 6063-T6 P UM, ANGLE 1" x T" MIN, 0 2" x S" MAX. (ANGLE LEG 3 AV BE REVERSED) AS TENER @ 1B" O.C. IUSE ANY 13 ANCHOR SHOWN IN ANCHOR 2t 13 SCHEDULE, 1" MIN. EDGE DISTANCE). TO 8 C12 x 1/2" GALVANIZED BOTTOM 1/4-20xl THUMBSCREW INTO OR S.S. SMS, R 1/4- ALUM. THREADED HOLE, LOCATED POP MACHINE B OR 1/A-20 @ MACHINE BOLT 8. NUT 1/3 SPAN TO 2/3 SPAN FROM @ 18" 0 C. BOTTOM OF SHUTTER FOR BLADES 5 8'-3". USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM SHUTTERS, A BRASS PUSH LOCK 23 DETAILS MAY BE SUBSTITUTED WHEN USE WITH CENTERMATE #29 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY BE T/16" END SYMP SCHEDULE 'F (OUTSIDE) 23 FORGAXNMSr.V5Da LOADS O TYPICAL OUTSIDE CORNER CLOSURE '-- --- - TNANSHOWIIINN16s1RIP CCi DETAILS WO/CORNER POST I'Nr. 9[.LNUSNGUMEDNReA WHEN9G'NPSTRIPI NI.M SPATI NTS 13 uRNMAN...Nme ANcxoR sCHf W IE G . Htl/P TIM SILL SDew Oayslo Nouroexo 51WP. TYPICAL INSIDE CORNER CLOSURE ow yy� CC2 DETAILS WO/CORNER POSTSl�g:goG NTS :.1L•'-W Ho 'A 1/4-20 THUMBSCREW \ `EXTERIOR) INTO CE THUMBSCREW t/3 \ ` TO 2/3 SHUTTER SPAN ECEIVING HOLE MAXLWIOTM UP TO V HEIGHT. 'IPLE SHUTTER ASSEMBLY SEE END STRIP SCHEDULE FOR MAX SPAN WHEN USING IDA ON OR W [ NO USE APPROPRIATE STARTER 'PR, TO 40 PRONDE CLOSURE FOR q\ '\ Pol 40 BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/N10xl" SCREWS AT CORNER ALTERNATE END STRIP DETAIL (HAND -TIGHTEN ONLY) SCALES 3' . V-0- ANY TRACK EXISTING GLASS (INSIDE) SILL 215 lJl':l (OUTSIDE) USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 2 FASTENERS EACH ANGLE - 1" x 2" x 1/8" OR2"x2"x1/8" ALUM.ANGLE - THREE 3/16"B ALUM. POP RIVETS OR THREE b12 SMS. TABLE A (m) PRESSUREVSAILOWASLE IEN6TH PSF 31G11 NPW 3YL1 &Il6' N.0 62 13V I00' R R9' 139' III 119' 133' 92 119' 16S im 110' I6F D I(M' Mr 10 9T 13P RIF 119' ALUM. TUBE 5063-16 ALLOY SEE TABLE_6 FOR SIZE. �3/16"0 ALUM POP 1T RIVET OR N12 SMS r (d 18" O.C. (TYP.) I IP -MAY USE MALE OR FEMALE LOCH -SLAT) CC3 TYPICAL CORNER CLOSURE NTS DETAILS TA PRERR PSF m 62 TZ 6Z 92 im in 120 ISO 2W 2w R p12 i sms i SMS RIVET C. OR 9 1/A-30NUTBDLI 1T 3 TYP 1. 3/16"m ALUM. POF 6 BE RIVET OR 012 SM! j 606LOY @ IS" O.C. ITYP.) B SIZE. 2 FASTENERS ° 163 3'• 9LOCK-SLAT) EACH ANGLE 6063-M. THREE 3/TO ALL ArvP POP RIVETS 1T THREE M12 SMS, T' OWSMS. 1"x Tx1/8- 13 ALUM. AN LE ALUM. ANGLE VSEMALET) FEMALE LOCH -SLAT) ,I CC4 TYPICAL CORNER CLOSURE DETAILS NTS I ALTERNATE THRU BOLT Cl CONNECTION TYPE REFERENCE ANCHOR o[ SCHEDULE FOR MAX. •�•• SPACING 11 III / '-1110X3/<" SMS (d 9" O.C. ANGLE TO TUBE CONNECTION 2- x 2" x .125" 6063-T6 ALUM.TUBE Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE :3"= V- 0" To1N. 4.33dPiF APPUC68LEATTOP 63IN. /M.4PD ANDORBOTTOM 661N. /3TLPY 2' OF MIN. zW 2'x3'x%'x CONTINUOUS OR 2'x 2' X Y' X CONTINUOUS 6061-T6AWMINUM ANGLE2'ANGLE FASTENED TO 1 v1/2' EXISTING3 XS1 '<CONNECTION TYPE CONCRETE HOST ERENCE ANCHOR STRUMRE WITH HEDULE FOR MAX. Y'O ELM ULTRAWNS Z-1/T MIN ACING AT 3'FROM ENDS AND A-D.C. FOR BALANCE WITH I% -MIN EMBEDMENTAND 2%' SEE TABLE CONCRETE, MIN EDGE DISTANCE, BLOCK OR WOOD FRAMING STAGGERED WITH 3' EE INSIDE SILL MOUNT SECTION MIN. SPACING, TYPO BUILD( SCALE :3-. 1'-0" _ DMI* STATE OF J al FROM ENOSAND9.O,C. FOR THE VALANCE SS-2338 E)GSTINGCONCRETE .UEI HOST STRUCNRE (3000 PAce o[FGIPIfONi I'm MIN) C fOR MAX SPAN AND PRESSURES p _ 6 GLASS OR DOOR 1/4 -20 THRU BOLT W/ LOCK NUT 12"O.C. OR R 12. 1/2" EMS 12- OX E.S. OR 3/16-0 ALUM. POP RIVETS (E 6" O.C. E.S. OR 1/1^0 ALUM. POP RIVETS (OR &a ESL x W D m - COIL w > GLASS HV _ OR DOOR F¢iAm S w 6 a 13 M a p X N N u ¢IaU p12�1/I"SMS (d 12"D.C. >:uFNO OR3/16"O ALUM. POP w F RIVETS @ 6" O.[. OR t/4"0 x ALUM POP RIVETS @ 12" 0.0 M 11 AND 2b FOR am (ccFNOLL W HA 13 x 12 'A p xz ¢�ovr >_ 0: wm ox p y' _ M 2m yI'm SEE�SI k(OR ME SEE TMLE 2 (Di MIN. 6£P/2G11CN i0 Q656 ryUE11 SEE T(81E2 FOR MIN. SEPLRKAN i0 OAS6 / 1/4" GUIDE WASHER 12- O.C. E.S. O9 ANOOO ( 1/<^ MA%.FROM PIN ASSEMBLYF:-T / GUIDE TO BUSHING 1/I'TYP. MAX. 1/2^ TOO Il ASSEMBLY WASHER (TYP.) WME EXISTING CONCRETE, �4 CONNECTION TYPE OF 000RBLOCK OR WOOD FRAMING REFERENCE ANCHOR EDGE SCHEDULE FOR MAX. EFERENCEnANCHORON E GIST. SPACING AS SHOWN CHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) PACING AS SHOWN REFERENCE ANCHOR DIAGRAM ON PG. 10) SCHEDULE FOR MAX m SPACING ACT. FASTENER w REFERENCE ANCHOR EXISTING CONCRETE, LOCATION. FRONT AND o SCHEDULE FOR MAX. BLOCK OR WOOD FRAM, BACK ANCHORS NOT REO'D SPACING. ACT. FASTENER WITH THIS LOCATION Cl CONNECTION TYPE / ® LOCATION. FRONT AND BACK ANCHORS NOT RED REFERENCE ANCHOR / I/t^GOON WITH THIS LOCATION Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. PIN GUIDE TO SCALE : 3"= 1'_ 0" SPACING BUSHING WASHER INSIDE MOUNT SECTION �\ ITYP.1 (AD SCALE , 3". 1'- 0- ExISTwG CO TE, / THE BASE TRACK MAYBE INSTALLED INHSECTION5 BLOCK OR WOOD FRA G - / WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS \ / A MINIMUM OF TWO SETS OF ANCHORS AND IS A O TYP. BOTTO MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK EXISTING CONCRETE, USED WITH THE BASE TRACK MUST BE CONTINUOU BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS EXISTING CONCRETE .-- --v - -- --/ EMBED I SCHEDULE FOR MAX, SPACING ' SPACING AS SHOWN IN DIAGRAM ON PG,'C' ( I _ 416 2" 3 L 1 w GLASS w ~I�m OR DOOR FOR 1 13 r ppa 0 1/2 w 012 • 1/2" SMS @ SEE iIEIE LE uWpi w 1-"1 O.C. OR 3/16"0 ALUM. FOR MN' A j - POP RIVETS @6"O.C. % zm (� rmioa A. ALUM. POP ORRIVET05@12"O.C. GLASS OR DOOR—�.2 lfE (OR 13 Sx �A�oA L HH OFI W p2m 1/t-20 S.5 MACHINE u¢¢ SAND BO 1/<" MAX. F OM PIN SCREW S NUT (0 ASSEMBLY 1/I^ GUIDE TO BU MING 12-O.C. UIN TYP. WASHER ITY 1 c 0 PIN • G GUIDMAX. U GUIDETOSUSHI G W 4 CON COON TYPE WASHER ITYP.I EDGE REFERE E ANCHOR ( n EXISTING CONCRE DIST. SCHEDUL FOR MAX n £ 0 I I BLOCK OR WOOD EXISTING CONCRE SPACING A SHOWN © OR FRAMING BLOCK OR WOOD FRAMING 4 CONNECTIDN TYPE IN DIAGRAM PG. 1 REFERENCE ANCHOR ' 3' n 3' n 1h^ CONY : 4.CONNECTION+TYPE 012 It 1/2" SMS (la 12" SCHEDULE FOR MAX. 6063-T6 ALUM, ANGLE '-REFERENCESANOHOR O.C. OR 3/16"0 ALUM. SPACING. ALT. FASTENER (MAY BE REVEflSEO SCHEDULE'FORMA POP RIVETS (al 6" O.C. LOCATION. FRONT ANO AS SHOWN DASHED) tlR- SPACING OR1/4"0LUM. P BACK ANCHORS NOT REO.O WALCTION RIVETS Ld 12"O.C. WITH THIS LOCATIONO OCEILING / INSIDE MOUNT SECTION SCAL SCALE: 3'. 1'_ 0^ R14 (TYP 6 S BLOCK OR WOOD FRAMING WALL/BUILD OUT / CTION 5[ -= 1•- 0- ti 7 RA ASTM ESSENRAI i9CIURES SEE TABU 4 6 FOR HN12 SEE TABLE 2 LL EXISTINI ON. PON 10 STRUCT ORt5 000a jj��OR OAss 13oj O1 W$i uO N O iR"P ALL ¢ POINTS SOLID O SET ANCHORS ! Nw6 WITH MIN. XMN Z IME EMBEDMENT IN <ia CONCRETE OR ' EHw 0 N BLOCK, 3"MIN n O- F w O 3P AND MIN E> 3" MIN EDGE ` UN Q DISTANCE. n 3" MIN ED. o1si. J _. 2 ]TO - - VG" MAX. FROM PIN GUIDE BUSHING WASHER ITYP,) GLASS TWO 1/4"0 WOOD OR ODOR LAG SCREWS @ 24" [' OC. MAX. WITH 2" THREADED PENETRATION 3" MIN. l F PINTO CENTER OF STNOS ED. MET. 4- EMB. "T' \ \ �—R14 -MS @ MIDSPAN BETWEEN —\\1 \\\T. STUDS FOR TpACK TO 1" x G" PLYWOOD A TUBE CONNECTION 1/4"0 ALL STUCCO FINISH 1" x 4" z 12S" POINTS SOLID x 6063-T6 ALUM. TUBE SET ANCHORS WITH 7/8" MIN. EMBEOMENTIN THIS ET All TO BE USED WHEN STUD SPACING CONCRETE OR E %CEES THE MAX USED ANCHOR SPACING. BLOCK, 3" MIN - SPACING AND 3 OWALL MOUNT SECTION THI5 DETAIL MAY MIN DOE SCALE: 3"=+'-0" ALSO BE USED G AT TOP EXISTINSTRUCTURE Fh T. LEG DIRECTION 1/4-20 1216063-T6 ALUMINUM MACHINE ANGLES PER BEAM END BOLT W/NUT SIZE PER SPAN TUBE CO 12 O,C OR SCHEDULE 014 x 3/6" EMS 6" O.C. 31— SPAN TUBE PER DESIGN ACCESS HOLE SCHEDULE 1/4"0 THRU BOLTS SEE BEAM T. LEG DIRECTION OBEAM SPAN SECTION SCALE . 3"= V- 0" 5 8 i< 16 1/4" MAX FROM PIN GUIDE E4 TO BUSHING WASHER ITYP.1 1I TILE M FINISH MATERIAL MATERIAL IR 314" PLYWOOD A3 SS GRADE THRU DOLT CA T" O.0 OR 5/16"m A325 GRADE THRU BOLT to 12'• O.C. GALV. OR S.S. 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 5" OX W/1-1/4" MIN. EMB OR 1/4"0 LAG SCREW E0 9" OX W/1-7/8" „ MIN. EMB. IN WOOD SG=0,42. TO 0.55. OPASS THRU DETAIL SCALE: 3"= 1-- 0" L_ 2" x S" x 1/8" CONT. ALUM. ANGLE (6063-T6) (MAX. DESIGN LOAD a 72 P.5. F.1 �r No BPMITUBESCHEDUE J TUBE BROTHER ALLOJIAMETUaE SPAN NUMBER OF THRU-BOLTS NUMBEROF ANCHORSPER �i �!URIDP SUE SPAN ANGLE TOP BOTHCM TOP BMOM TOP BOTTOM TUBE TIRE TUBE TUBE TUBE TUBE 1wi2 2T 60• 123.8' 13BY 2 2 2 3 r r :1ST: a.12s w• tBLr +M.0 z 2 3 3 r r 12Y BB.Y I wA• 2 2 3 3 r r +�'+• TT§ 2 2 2 3 4• r 218k 0.126' ++4d• I 14.1• 2 2 3 3 r r 139• 1028• lmS 2 2 4 4 18• Ur - +39.P IwV 2 2. 3 3 r r BB' t22.r 151 2 2 3 4 r t0' 12r ITS, 131.7 2 3 4 S K, 1T W 1681' mw 2 2 3 4 r 1P 2N81 0.1876• w• wr '=B 2 3 4 B R, 10• 12r 1327 2011• 3 4 1 8 1 > IT IV P/4"MAX.E ROMPIry GUIDE SPAN TUBE SCXEOULE NOTES: ro BUsnwc wasnER 1'YPI. Ux x 4• ANGLES FOR rXV S. 2•x6• BEAMS. 2. USE 2•x5'x3/4•ANGLES FOR 2.4-B rx30•BEAMS. 3. USE BEAM SCHEDULE FORDETAIL3. SPAN TUBE PER DESIGN 4, TOPS BOTTOM BEAMS MAY BE USED TOGETHER OR IN SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE UNITED TO TOP BEAM SPANS. 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WTfM W/NUT @12"O.0 SHUTTERS SPANNING MOVE AND BELOWTHE BEAM. MIDSPAN OR N14 x3/4"EMS BB TUBES SHALL HAVE TOP BEAM UMITATIONSW(t4aOINGSFANS, 6"O.C: ANCHORS, ANGLES AND AS THE SUM OF THE SPANS BOLTSI, WITH THE SHUTIERSPPNTAKEN ABOOVE AND BELOW THE BEAM. ACCESS HOLE 6. LAP BEAMS ARE NOTALLOWED. T. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 1" x G" x 1/B" 60THREE X ALUM. TUBE W/ THREE 1/4"0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED / PENETR. "T- IN W000 0` EACH RA f TEA OF TpU55' 24" O.C. MAX.WMERE r TUBE EXTENDS BEYOND LAST TRUSS MORE THA 6". EXTEND TUBE TO NEXT TRUSS, \ '4-20 S.S. MACHINE SCREW T� ! O.C. IN BETWEEN TRUSSES 'ITH 1/2"0 ACCESS HOLE ON ACKSIDE OF TUBE OR N14 EMS 1 6" O.C. MAX. IN BETWEEN IMAX. DESIGN LOAD = 72 P.S.F.) L 2" x S' x 1/8' 6063-T6 ALUM. ANGLE W/ THREE �viioo 1/4"0 WOOD LAG t3 SCREWS WITH 2-3/4" MINIMUM THREADED :=E^Eov=wi'f" PENETR."I"IN WOOD EA Q�rcQG EACH RAFTER OF TRUSS, D A 24" O.C. 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A n n P D Q0N O z PD ° D 9c P P O p :, n- y y g y2 `.. �l h 106 33442 i 333M 10.125- 0.188' n LIGHT-N-VIEW WINDOW N.T.S. SAB[C PLASTICS S"1431T-UL-94HB RECIANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION SHURE0. BLADES 3.5• RECEIVE _BLADE W/ RECT. WINDOW S3 N.T.S. E)ITERIORELEV ROUND WINDOW ASSEMBLY r EDGE OF ACCORDION SHUTTER BLADES dE ZNm >:0 0 2.87S0 HOLE TO RECEIVE ROUND WINDOWASSEMBLY �1 BLADE W/ ROUND WINDOW 13 N.T.S. EKTERIDRE0 .161' .093' .02W T— -- F 118• v5 �DIA. rvD I F 2.B75.0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE /�2\ LIGHT-N-VIEW WINDOW 13 N.T.S. EITERIOR ELEV s RECTANGULAR WINDOW 13 N.T.S. EI(IERIORELEV () RECIANGULAR WINDOW NOTES: 145' 1, THE RECTANGULAR WINDOW SHOWN IN S/1315 MADE FROM BE XL10lE%AN WITH O.OJS- MINIMUM THICKNESS. i 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARSONATE WITH A MINIMUM THICKNESS OF 0.161'. ATTACH TO BLADE WITH (6) i4 SS SCREWS OR .355' BOLTS WITH NUTS. SECTION A -A RECTANGULAR WINDOW \L3j N.T.S. EXIERIORELEV No