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Home My WebLink AboutSET UP-INSTALLATIONSCANNED By St. Lucie County .8 STREAMLINE SHUT'T FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THIS SYSTE 2. 3 4. 5. 6. 7. 13 14 is 16 17 IE 19 20 21: 22 23: I DESIGN WITH RARAATCION F OM AZ N&RENVISRSED FTOR ALL WIND H M 1996�O CIO U E OF I 09!U LEGkY IT I AS E WIT 0 S CEPTR AVING UIUSDICTION. ONAL =NTLY ADOPTED BY THE A OPUTTYHHE 0 T IABLE STRESS HAS BEEN 2D IN DESIGN F HESE PRODUCTS. WIND R Cd � 1.6 WAS USED FOR WOOD ANCHOR DESIGN. VE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE )ANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR DNS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC DOCUMENTS WILL VOID THE APPROVAL TOWN &COUNTRY INDUSTRIES FORT LAUDERDALE6 FL 38 MISSILE LEVEL D - ASTM EISS E1996 & E330 TAS 20& 202 & 213 FLORIDA PRODU APPROVAL NUMBER SHOWN S14ALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 FASHERS (EXCLUDING INSTAL�TION) SHALL BE STAINLESS STEEL WITH A . STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4-0 OR 3/16�O 5052 IALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH UDCK OR TER OR SIDE CLOSURE. I DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RESUIRE. I&V Ra DFmnVAAl F AT NnIM-STACKING LOCATIONS. USE REM VABLE ANCHORS. TABLE 1: ACCORDION SHUTTER SPAN SCHEDULE SHUTTER pos� DESIGN PRIESSURE NEGATIVE DESIGN P�UKE SPAN �F (PBF) 7r 99. 70 70 12W 1W 43 Q '�A-C-Ki:g�Vii�C%FEI�"WAW!�ECOAGE IS POSSIBLE. TABLE I NOTES: 1. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT SACH USPECTIVE SHUTTER SPAN 2. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BEMEEN TliOSE INDICATED ABOVE, T-IS DESIGN PRESSURES FOR THE NW HIGHER SPAN SHALL BE USED. A I I A((wor HURRICANE PROTECTIO SEE TABLE 2: -UNUMMDMDTH ECTION �Z N- PE004654 00 "OR A W 0 -m --WfROM'GIZASS-' MINIMUM SEPARATIO HVHZ NON-HVHZ SSENTIAL FACILITIES SHUTTER SPAN INSTALLATIONS S 30- ABOVE GRADE INSTALLATIONS 30' MOVE GRADE INSTALLATIONS S 3DABOVE GRADE INSTAL IONS > 30. ABOVE GRADE 72' 2.lA" 1-fiv 2.318* 1-518" 99" �lir I 7/r �518- 1.718, 12D' �1/8` 2- 144" &718- TABLE 2 NOTES: 1'.��EJNEDA�- QE�OUNTYANDBROWARDCOUNTYFUORIDA. Vm MAW ECOUNTYANDBROWARD OOUNTYY E MU- ..... ITM wn, Fn POO INSrATL DNS IN W D� 3. No SEPARATION FROM GLASS 15 REQUIRED FOR iNsrALLATIONS IN W —mam 4 wUDftllPU A �1.�TniP .0 TWr MV07- PROVITIED THAT SHUTTER HAS A ED WALL BUILD OUT WALL SCALE: HALF SIZE 0 SCALE HALF SIZE WHEM SHOWN, EI EIOSSES a FELT GROMES ARE OPTIONAL ON ALL EMUSIONS 0 ' 725- 2.655- C69- 110� 0 SILL SCALE HALF SIZE 4.510 -------- 0.01 0.227- NOTE � THICKNESS OF ll� METAL W/O PAINT IS 0.039- 6.8 STREAMLINE STACK SCALE HALF SIZE SILL ADAPTER SCALE HALF SIZE IV. P"O' 2,820- 1.908 0.070' r 00'06603; CV, "o 0. m. L 069--j �-40.971' �0.971' i L OP60. -l;p7D'4 0.1 0 0. 0. 0. � - 200� 0.06P' O.Oul I Roo, i -'�L�SUPPORT LEG OPTION ".4 111 AL k.O69-44;D.o.=,' STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE JEADER/SILL SCALE. HALF SIZE G) SCALE: HALF SIZE Q SCALE. HALF SIZE SCALE. HALF SIZE EXTENDED SILL SCALE HALF SIZE os. 1.230 o.g 2.3U'-- Lo. 105 0.075�. 0.077 El 0I E -L NCEIIE: TESTED THIMESS OF ;z 0.075" METAL W/O PAINT IS 0.03T p 4.510- -3.SM' EXTENDED SILL ADA TOR STABLE SILL BOTTOM 13 6.8 STREAMLINE SLATZBLAD SCALE HALF SIZE (9 lll� O.Mr 0.63W 0.060- RADIUS CEILING JEADER/SILL SCALE HALF SIZE @ 6.8 STARTER SCALE HALF SIZE MUCH DA77' j - 0.590' 0.096, H C 11 0.115 t fg A 0.18W 0.087 0.693- �-+O.421? WALL SILL CLIP SCAI-Ei HALF SIZE WALL SILL SCALE; HALF StZE 1S-2339 121 5. MAN. ANGLE SCALE H,�l-SIZE H 0.250- 0 610- 517ARILLESS SlIEEL ASSEMBLY 0.320-0 HOLE NYLON WHEEL I .100-i � 0.240- TYE. AT EVERY OTHER INSIDE 30INTATTOP. 0.50D. RAINGUARD DECORATIVE FLOOR TRACK SCALE...LFSIZE SCALE: HALF SIZE 5.500- . 13/16' WIDE I T A [.167- C, 25- c ar 0.1 'n 4.500" 10.689- CT ON A SE I DELTA MODEL 2022 INDUSTRIAL SYSTEMS BOX LOCK SCALE HALF SIZE (B 2X7 ANGLE SCALE HALF SIZE allNDER-SOUD BRAGS, NICCEL PLATED HOUSING-MNIC DICAST.POWDER MATTO Nom: MY BE KEY OPERATED OUTSIDE OR KEYfTHUMB TURN OPERATED INSIDE BRASS PUSH LOCK SCALE. HALF SIZE UNIMATE LOCK SCALE HALF SIZE I POWDER( T-LOCK ADAPTER (OPTIONAL) SCALE� HALF SIZE NYLON WASHER OR ALUMINUM INTO / uuml- TRACK (WP WP & BOI r WILON BUSHING W/ WASHER! 7/16-0XI/rIDINTIERIORJORITTOP 7/16-OxVOINTIERIORICIVINTEI EITHER M BE USED ON 191'ERIOR, BUSHING ASSEMBLY DETAIL SCALE HALF SIZE 7/16�0 STANUESS STEEL HILT 30 5/16-0 ImRNAI. m T-SCREW INSERT TCALE FULL SIZE T 5/16-IBxI MACHINE SCREW STAINLESS STEEL Hf5AD � VmES THUMB SCREW SCALE FULL SIZE TF6 01Z' 9 - . rl2'1' 6 ALT, 1" 3" ANGLE 25 2" 5" ANGLE SCALE HALF SIZE SCALE HALF SIZE @ SCALE. HALF SIZE 0.276- 0.591- .0.06r- N f f io�154 -' 1�0.137' BOX CENTER INSERT SCALE: HALF SIZE 0.2WI - FFM SCAL 0.267' -i I SCALE END STRIP 1' 2" & 3" EXT HALF SIZE t1ju g !2 d E I ANY ANICHOR MR ANCHOR SCHEDUI-E 0 IV D.C. en GV EMBED.;17 . ;(IWEWOR) 3 ,,,l DIST. 1 13 13 6,80 (TYPA (EDOEEMOR) TYPICAL PLAN VIEW SCALE, 3" = 1 -0- MOM BOTTOM OF SHILUEFER. RBC�ING HOLE SHALL. BE 3/T MAX WIDTH, UP TO I- HEIGHT. MIN. 0.062' THICX W63-M ALUM. ANGUE I- X I- MIN. TO r x Y MAIL (ANGLE US MAY BE ROZERSED) kw ANCHOR HRANCNOR 5CMEDUa 0 18' D.C. - #12 x lj2- GALVANIZED OR S.S. EMS, END STRIP S'CHIEDULE I-WO(2.n F 10F % SEE END SIT SCHEDULE I SPAIN WHEN FASTEN ANGLE TO TRACK W/ SCREWS AT F8VINI' RNER TOP & BOTTOM - AND ATTACH'I6 6.8STARMAW/ #12 x If2' CUILVANLEED OR S.S. SMS, 3116-0 AU.M. POP MAJSHINE �IPDEM-ll ALTERNATE END MEEE OR 1/4-20 ST IL ANGLE MIT h NUT 0 IVO.C. LE ATH 6.8 STARTER SCAL E. 3 - 1'-0 - AND -1 U— I S4CREW BOSSES. SEE END STRIP 1/4' MAX. 0 40 USE APP60PRIATI I "'�'TER �TII, 40 20 PROMDE CLOSURE N 'BUILDING CONDIITONS. I IEI TARTER STRIP ItEA, TTRAI�. W/ SCREWS AT CORNER. TOP ALTERNATE ENO L ST NIL BOTTOM SCALE 3 = 1�-O" AN� TRACK W/SCREW BOSSES. EXISTING GLASS III BRASS PUS" LUCK (INSIDE) OR 1115116-18 THUM SCREW RE INSERT 037,"AT4"RINASPAN SILL ... TO 2/3 2 H USSOTTO y \dY5 —"JV2� (OUTSIDE) USE 11) BOX LOCK AT I / 3 SPAN TO 213 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" 1 -0' No E LS-2�339 Cl CONNECTION TY1 N REFERENCE ANCHC SCHEDULE FOR MA SPACING — ALUM. TU BE 2 FASTENERS EACH ANGLE F6063 T6 ALLOY SEE �A.IFE A FOR SIZE. 's I x 2. x 1/8 ALTERNATE THRU BOLT Cl CONNECFON TYPE OR 2 . 2 � 1/B* REFERENCE ANCHOR ALUM ANGLE o SCHEDULE FOR MAX. 13 SPACING 4HREE 3116-0 ALUM. . OF RIVETS OR '..�'P.11 I., TIP - 17 G ASS OL R DOOR TABLE A (=I R�SURE VS �ABILE UNGTH PSF 2w� N. evT 62 13W I.. 72 114' in 82 isr 172 92 1U. mr IN IN' lw in Iw Nr IN 9r oi- � I ST 3/16 RIVET OR #�? SMS p 16 OC 0 R /4-2Q NUT & BOLT ITYP I ALUM. TURE- 6063-T6 ALLOY SEE TARI F 9 FOR SZE. 1- . 2' . 093' 6063-T6 ALUM ANGLE, TIP. 3/16' 0 ALUM POP RIVET 09 #12 EMS 17 p IB OC iTYP I MAY USE MALE OR FEMALE LOCK -SLAT C ALTERNATE THRU BOLT TYPICAL CORNER CLOSURE DETAILS C5 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE REFERENCE ANCHOR NTS SCIFEDULE FOR MAX SCHEDULE FOR MAX SPACING — EX�STING MOST STIUCTURE TABLE B (aCN wr wI9H iro 62 Iw Iw n lor IT ice 14r 92 9r 09' 102 w Or _72r IN sr 15) 71 Tor H, 1. 145i3116- 0 ALUM POP RIVET OR #12 SMS p N' 0 C (TYP 2 FASTENERS EACH ANGLE THREE 3/16 -0 ALUM POP RIVETS OR THREE #12 SMS. TYP, i x 2. x 1/8 - OR 2" . 2 ' . 1/8 ALUM ANGLE USE MALE OR FEMALE LOCK -SLAT EDGE DISTANCE — FASTENER P 18' 0 C (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) — — x 2 x 0 90 6063-T6 .CUM TUBE TYP CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP 4112 x 1/2 GALVANIZED (OUTSIDE) OR S S SMS. B/16'0 ALUM. TYPICAL CORNER CLOSURE DETAILS POP RIVET. OR 1/4 - 20 _UA SIDE CLOSURE OPTIONS G NTS MACHINE BOLT & NUT SCALE 3 = 1'-0" I@ is DIX EXISTING HOST STRUCTURE 114-20 MACHINE BOLT W/NUT P 12 0 C OR #14 EMS @ 6 - 0 C ITYP TOP &BOTTOM) — — — K�"Dltg\ 11 1�1 '/ 1 4 M AX FROI /4 MAX FRO� GUIDE TO SUSHI W WA S HER IT YP ASHER (TYP 14x3/4 SMS C& 9 0 C NGLC� 0 CO CTIDN ANOLC TO TUBE CONNE 2�,,.,2'�, 125 D. 6 - ALUM TUBE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX Sp ACING ISALTERNATE BUILD OUT MOUNT SECTION SCALE 3=1-0 GLASS El. �L X . . . OR DOOR �EXISTING CONCRETE, BLOCK OR WOOD FRAMING INSIDE SILL MOUNT SECTION SCALE z 3 m 1'- 0' =Ctu Z' GLASS 0 L A�56SG 1I.— — I REFERENCE ANCHOR R DOOR OR F SCHEDULE FOR MAX SPACING 112" MIN MASS /2" MIN EPARI A 4 114 -20 THIRD BOLT W/ CLASS #14 x 1/2� SMS P 12 0 C MR LOCK NUT 9 12 0 C OR EFARI OR 3116 0 ALUM POP TABLE 2 4. I In @00R x 1/2 SMS BE 12- 0 C E.S PER TABLE RIVETS @ 6 - 0 C OR 1/4 0 F , . I OR 3116- 0 ALUM POP 2 0 ALUM POP RIVETS @ 12- O.C. ALU' < RIVETS @) 6 0 C E.S I A @ AND M. GLASS 1/4-0 ALUM. POP RIVETS I/" M FRO PIN 12' O,C, E S� 1/4' MAX. FROM PIN ASSEMBLY 114 MAX FROM PIN 1/2 Typ GULCH SKI] G SEPARATION PERTANUE2 & AND GUID TO BUSHIND WAS TYPI Y ASSEMI�L HER TYP) WASE GLASS /2' 1/2- TYP EXISTING CONCRETE. 3 CONNECTION TYPE OR DOOR BLOCK OR WOOD FRAMING REFERENCE ANCHOR 4 CONNECTON TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING EDGE SCHEDULE FOR MAX CIS SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG. I A 5 6 OR REFERENCE ANCHOR EXISTING CONCRETE, 0 6 SCHEDULE FOR MAX BLOCK OR WOOD FRAMING SPACING ALT FASTENER Cl CONNECTION TYPE /2 LOCA71ON FRONT AND REFERENCE ANCHOR N� M BACK ANCHORS NOT RED 0 INSIDE MOUNT SECTION SCHEDULE FOR MAX I.N G. WITH THIS LOCATION SCALE 3 1'- 0' SPACING 5 CONNECTION TYPE EH R INSIDE MOUNT SECTIO REFERENCE ANCHOR SCHEDULE FOR MAX Y, SCALE 3'= 1-0� EXISTING CONCRETE. SPACING BLOCK OR WOOD FRAMI EMBED BUILD OUT MOUNT SECTION EXISTING CONCRETE. SCALE 3 1 - 0 BLOCK OR ODD FRAMING NO E UE -S --ANO —EoN H MEE T 0 T I 5 AN' E ON THIS 'H EDGE DIST 4 CONNECTION TYPE EMBED X S IN G "" ING El DO TURE R U "T RXEFETRE.NCE T HE BASE TRACK MAY S E C T I'DE-T S: ST LIEDIN SEC CNS BEN STA L L I BEO T REFERENCE ANCHOR IN �ET.. E CONN E "I D THAI EACH SE C T T E AC S CTWN HAS WITH 1/4- GAPS, PROVIDE, . A, N SCHEDULE FOR MAX. C�T'I AN, AN( 4 MINIMUM OF TWO A , A , IS S , N 'H AND IS A SET S OF ANCHOR, 7S ED E 5 SPACING G TRACK , H SILL OR CEILIN A K MINIMUM OF 12 LONG, THE OIL L 0 , C I . T P C C MU B BE C ON T NU US T BE CONTINUOUS USED WITH THE BASE TRACK MUS T SPACING OVER THE GAPS 'EN E , , C E BETWEEN SECTIONS. 1/2" GLASS HIN DOOR — 0 OR .. =ASS 13 #12 x 1/2' EMS P 12 E IF IF O.0 OR 3116-0 ALUM MR mcowm w T�� POP RIVETS 6 0 C TABLE 2 OIL 0 In . . MIN , . OR 1/4 0 ALUM POP DOOR 13 n . 0." RIVETS Ob 12 0 C PER TABLE 2 MIN CLI%Ss I SEPARATION PER TABLE 2 'ZOz. 0 Z_ (DAND@) 1/4-20 S.S MACHINE 1,L.4 ��O' ASSEMBLY 112- 1/4 MAX FROM PIN 112- GUIDE TO BUSHING SCREW & NUT 12 0 C 4 P WASHER ITYP I GLASS OR DOOR— PIN 1/4 MAX, ROM PIN 4 CONNECTION TYPE 112 x �FROM LEMING GUIDE TO BUSHING REFERENCE ANCHOR WASHER TYP) WA SHER T YF) E BE FOR MAX X X 5 6 EXISTING CONCRETE, DST SCHEDULE TYP E LOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 4 CONNECTION TYPE IN DIAGRAM ON PG 9 2 CONNECTION REFERENCE ANCHO FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR OR SCHEDULE FOR MAX SPACING x 3- x 1/4' CONT, 3 CON _ NEC _ TION _ TYPE #12 K 112 EMS Bb 12 C. N CT"' Ty SPACING ALT FASTENER EXISTING CONCRE #14 EMS @ 6 0 C - TYP TOPX BOTT54 63-T6 ALUM ANGL REFERENCE ANCHOR 0 C R 3116 -0 ALUM LOCATION. FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED SCHEDULE FOR MAX, I BACK ANCHORS NOT RED D SHOWN DASHED) SPACING — WITH THIS LOCATION MALL MOUNT SECTION RIVETS P 12' 0 C. Q CEILING / INSIDE MOUNT SECTION WALL/BUILD OUT SCALE 3' 0- SCALE :3'= 1 - 0" SECTION SCALE . 3 � 1'- 0" c S� t C X DZI- IF W m a I DO In :,Zf A m .2 1 ' DO m MIN GLASS GLASS OR DOOR 1/4 0 a X FROM PIN GUIDE 6 WASHER TYPA 14 SMS DS PAN BETWEEN EMB T \�II 1.@R HFACK TO I . 4 PLY WOOD A TUBE CONNECTION STUCCO FINISH I x 4 x 125 601 ALUM TUBE TCHEI S DSE I A I T 0 BE USED WHEN STUD SPACING ED THE MAX ALLOWABLE ANCHOR SPACING MAY �L ME BY III DETAIL . BE ALSO BE US ALL: �M301JNTOSECTION 7A LE _ 1 _ SCALE T Top F AT TOP A —GL MEN CLASS OR SEPARATION TABLE 2 z 1/2- 2- x 3- . H' . CONTINUOUS OR -0 IN TgW UX %9 I UEN E�Tl 116INN 117ZO ANG a FASTENED TO MACHINE SCRIEWS AT 3- FROM ENDS I EXISTING 3 KSI CONCREETE IM AND 9- D.C. FOR THE BALANCE I STRUCTURE WITH %-0 BUDD ULTRACONS AT EXISTING C)ONCREVE HOST 3 MOM ENDS AND 4- D.C. 2�ljl STRI (3000 ME MIN) MR BALANCE WITH 0V MIN EMSEEDMENT AND 2%* MAX. DESIGN LOAD AT 5ND' MAK SPAN: EXISTING CONCRETE, MEN EDGE DISI HOLLOW BLOCK OR STAGGERED WITH 3 MIN MAX. OFFER WOOD FRAMING SEE SPACING, ANCHOR SCHE. OFL BUILDOUT VIOUNi STRUCTURE SCALE: I OR "Z FOR TING HOST STRUCTUR DECORATIVE FLOOR TRACK DETAIL SCALE: 3� � I - 0 C4-( @0 WALL MOUNT S1112 DETAIL SCALE � 3 � 1 - 0 EXISTING WOOD G-0 42) TRUSS OR RAFTER IiG (5 24 - MAX 0 C EXISTING FINISH MATERIAI FROM PIN GUIDE 2 x5 xl/ WASHER (TYPE ALUM ANGLE W/ THREE TILE (TYPE 114"0 WOOD LAG INISH MATERIAL SCREWS WITH 2-3/4 MINIMUM THREADED 3/W PLYWOOD I - IN WOOD 1/4 0 A325 GRADE THIELE BOLT @) 7- O.C. F-7 CA H I TER OF TRUSS. OR 5/16 0 A325 GRADE TMRU SOLT P '2 a C 24�ECC, MAX WHERE GALV OR S S ANGLE EXTEI BEYOND LAST TRUSS MORE THAN 1/4 -0 ELCO ULTRACON TO CONCRETE/CMU 6 EXTEND ANGLE TO 5 0 C W/1-1/4' MIN EMS , NEXT TRUSS OR 1/4� 0 1 SCI 9- O.0 W/1-7/8' MIN, EMS IN WOOD S5=0 42 TO 0 55 2 x 5 x 1/8 CENT. ALUM ANGLE (6063-T6) (MAX DESIGN LOAD 1 72 1 F2J PASS THRU DETAIL SCALE 3- m V- 0 TRUSS MOUNT SECTION SCALE 3"= 1 - 0' No ood ii 4ing nxz W, z �17INKLIVERNIPENE Z 15-2339 EDGE OF TOPOR 2.87S-0 HOLE (TO RECEIVE ROUND WINDOV MAXIMUM OF PER EVERY 0... LIGHT-N-VIEW WINDOW N.T.S. EX5`ERIOREUV 0. 125- j � 11 0.032- 0.19V 0.125. 0.032- @� I HT-N-UI W WINDOW T.F PLASTICS S"143MUL-94HU ROUND WINDOW ASSEMBLY EMBED. /�2� BLADE W/ ROUND WINDOW N.T.S. EXTERIOREUV 3� MIN EDGE DISTANCE EXISTING GLASS OR DOOR 3- MIN EDGE EMBEE EXISTING HOST STRUCTURE (2) W63-76 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAIN MEE SCHEDULE DESIGN SCHEDULE �lmllmc ee 11"mn FIM M� MACHINE BOLT W/NU` EMS 6�0 OR $14 x 3/4' 0 C MR SPAN MAX. DESIGN LOAD 72 PSF-1 SPAN TUBE SEc-riON N.T.S. VERT SECTION SIZE SPAN�ESCHEDULE �U ' TUBE UWBEROF N TUBE SHUTTER SPAN THRJU�OLTS AN.ENOF CHOM PER LENwGU I SIZE spm ANGUS BOTTOM TOP BOTTOM TOP TOP TUBE �E %BE �E TUBE 16-1 TUBE �E TUBE 123P iwbr 2 2 2 2 3 1 !1: 9T ioi.r INV 2 3 3 1. 0.12V 1z)` 89V PBA' 2 _2_ 2 3 r 7- w 12BV 157Z 2 2 3 4- 1. 2�6-� w 114V 124.1- 2 2 a r 7- BIw lZr ID2.a' 109V 2 2 4 Ir IV w inow imr 2 2 3 r r n8Y Mir 2 2 4 r IV 0,1� I= 115" IBYT 2 3 5 — BW jr w 150.1- 2Q.V 2 2 4 r 40. nIBN w iQbv W47 2 3 0.187Y 1� IUZ 2031- , 3 417 — 17 IV p�qg - ANGLES MR Z'x5' & rxW BIEAMS. 2 USE 2'.5NI/4" ANGUS FOR 2'.8- 4 2'XIV BEAMS. 3: USE BEAM SCHEDULE FOR DETAIL 3/NGMER 4. TOP & BOTTOM BEAMS MY BE USED OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETTIER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5. SPAIN TUBES MAY BE USED IN A MID -SPAN CONDITION WM SHUTTERS Sl BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS ABOVE ANGLES AND BOLTS) WITH THE SHUTTER SPAIN TAKEN AS THE SUM OF THE SPANS AR6 BEWINTHE BIEAM. 6. UP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGUS TO BE 6063-T6 ALUMINUM. CONMM P 4t M 19 E2 po a P 13 o zip". bb ; �.N#. m Zk oo U, ti 4.1 arb b �, P 0-. OF MA -HUTH UMAM. 2 10 N -10, -�P .go, �n n.�� .�B. , 0 -c'u. -,.-2pom m. z oz gz"s P-X-� 9 Ron �o OzIn xt� Z. p:. AQ 5 g2. 0.. H-0. AN5 TIE �N2 .01, gm 2 H �212 F aN ZUE 6� FRO. o- -Ow.m OW -33:� A E� Zo P9 2 N og:E om-.- 0 pg� oz n OV nd,.n Om 00 0 0 A H NO OR !0 0 z Mo. 0 Z� z Mz �Nz > .Zlzo, M, > z m Zi 0 c go 0 z 0 z 0 160 SW 12t DEE�EW M WE 4W W� M� RO� M MDM�, M3330 ANCHOR SCHEDULE: CONCRETE MONT.) 2-3/IW MIN EWE DISTANCE �118- MIN E[KRE DISTANCE ANCHOR WAD HBO) 5 B �9 Cl C2 I U - NZ 9 'B I C3 C4 10 1 S � u 81.3" C WN TYPE Ci I u m I I CS I UK T. Ir-o" CONN �PE Cl ls:Fl C3 I C4 CS Sw"s Up To W-0'. CONNTYPE Cl I C2 1 0 1 C,I CS sp.�� U, T. B.-T CONN TYPE Cl C2 I M I C4 a Swns CONN Cl I C2 Up To IT-0- TYPE C3 04 1 CS 5/16-TUNTAPOONXLWITH 43 . . '-.- . . -; -' 16.0�; 1 W 16.0 16.V 16.9:111.5:' 7 5 '2 16.&- 1-3/4' EMBED (2899� KIN 53 ... 16.0" 6.0" 16.0" - 14.5" 9,W' 16.0" 16.0"' 9,0"' 6. ! WNC) -T2- 16.V 16.V 11.51� 16.01' 16.0� 16.0- 11.5" 7.5" 12.0"' 16.0" 16.%: 9 0: 6.0" 10.0. 2.9' 16. 1. 1 11. 70 t6.U- IS.9- ABE 9.5" 15.9- 16.0" 16.9' 9.5" 6.0" 10.r 13.T' 16.0 9.W 6.0- O.W 12.V 16.0" 16.0" 10.0- 16.0" 16.0" ID.V 6.5"' 10.S' 14.0 6 ........... 0 . . . . . . . . . . 10 5.113 D" TO T6-.V .oV' - 0_ 10.0" I 12.5" 160 9.0- S.W. 10.0. 11T. 16.0 9.0 6.0." D.V 12.5- 16.0" 9.V 6.0"' 10 13.0" 16.0- 9.5" 6.0- 10.5" 13.0" 16.0" 9.5" 6.0" 10.P� 13.0' �JIW ELCO 'ULMWN WITH 3 6-V� =160" 114.0"lB.0" .. 16.0'. T6-W li.Y J... - 13.V 1 ]14.V 16.W 16.0" 26.0" I2.W' 8.0" 13.F 16.W 16.0.. 16.v. 16.v 16... 16.0" IG.W 16.0"' 15.0' 16.0" 16.0" 16.0" 13.0- 9.0" 15.0"' 16.0" 1-3/4' EMBED (3500PAI MIN 53 o.. 16... IB 1. 1 6.0" 16.0- 16.0- IS.Y 1D.V 1 16. 1 16 W I - 91F 651. U.S. 13.5. 16.0. 16.0 16.. 15.911, I&V 16.W" lI.W 16.0.' 16.0' IfLo - lo..V 7.5- 12.5" 150 CCNQ 6-2 F6-V- 160 12 B. 12.5- 16.0- 1 --- T6.W TITV 12.W 1 .. I4.W 16.0-1 16.0" 9.5" 65- 1L.F 13.r 16.0- 14.W W. 150 16.0- 13.P 9.0' 0 16.B. 1 V IO.V 7.5- ILY 15.0' 7-0 j-6.V 10.P 16.0" -f6.-V- T6-.V 10.0- 7 12.0" 1 . 1 9.5" 65" ll,� 13.T 16.V U.S. 16.. 16.W 16.0- ll.V 7.5- . 130 26,0'. 16.0' IG.V 7.5- 12.V IS.V u -10D 16,W 9.� 6.V T Il.S' 13.5- 1W 9.5- 65' 12. 13. -- 9 �' 65. 111 1& -1 Ev 0 . 7.5' 12 IS.W 16.0- VITT 7.5r' 12 ..S Ts.w I - 10.5- 7.V 12.V I Sw 1/4' 3M SS MWERS T"PER I-W- MIN EDGE VISTANM 3- KIN E� DISTANCE W/ 1-3/4' EMBED (�;Fd CI I a la C I m I m I C4 I a I Cl I m 1 0 1 � 10 Cl I a to 1 0 0' 0 C. a ml FF .1 .5 1 IS I U, ffl2 6 o" 19.1 S 35- U IU.W b.?. 1B.0 I m.0 112.� 1 0.� � 4.0- 1 7.V 19.0- 112.0-16.0" 1 4.0" S. S 1 10 D 1 6.0" 1 3. V V11111A 3.0 - 1 4.. 1 E.. 3�.ON- __D,. -4 N", 3.0'.' �3,W4.0'122.0" 6.0" 4. 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