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HomeMy WebLinkAboutSET UP-INSTALLATIONTABLE ALLOWABLE FOR USE WRNIN I SPAN SCHEDULE THE HVHZ DESIGN WIND LDAD IMF) HYHZ Po]RNE WW IM WDM 1111DMTE ® HVI¢ fdSRNE WFO lOV)Y 12 CGMFWNTFB O ��AD pQ\Q NEGATIVE NFEMLOA WI19 LM0 ALL 4;ONIXTI'/6 A 150• f6e• I OA 131• 1'd 1w !B• M ND 1m Iw IN• Y'.e N2' INY Iw14V bA 1r 14C 1 bA 13r 141' N' 1w N.0 12P _ Iw _ _ IN. ND 12B• t21' 1N' _ _ NA - Iw - - 1310 1b• ND 121' 12R 14T 124• 13P Aso —llr— ___121 Iv NA Itr 1rr Im MA 117 Iw lb• eo0 1+r nr 12r ND Oo- ur OBE T5 I 1w 11e• - -Tr -0 Im IIr IIr 11DD Iw I1o• 11T - I16D 1'AIA - -_ IbL IRA Iw - 1w• — __ --- — or IN• _ —_ for 1w for 101• fbD w 100 or Iwo w 10.0 w w f0?0 81' ITSMO IV 1NA TP NO 2r +NA IYSA w BC 2mA N• SCANNED, BY St. Lucie County 6.8 ACCORDION S FOR USE WITHIN AND OUTSIDE TABLE21 MINIMUM SEPARATION FROM GLASS FOR IIS-E WITRIFI'IRR(NIIL PCSRIPE DFBCN PI✓IMF)R IMF) SPAN SPAN MNM0.MBEPNUTICN fADN0W9 NlWASOVE9 M9FNIATvS 4]OABOVE IUM DILLLE ON110E (N)' IN) »a Iw or 2a• ao BY 1P I.I. w I$ 1S 12P 1.P tSs'T _]$_ 6.T Ir M N• ]$ . ]$ 1$ IA- CO SC 1$ w IC Sr far Ir b Ir . IV xe• N a$ To- I.I. w Io- I.r Iw SC 2.0 w 1$ ?b• 1B1' Ir ]a• N N Iz w IV So- $ +w To- 2a Ur Ir ]I• N w 1P 12 N - 0' IV 2$ 12B• IY Or IC N 25 ]$ 1.r w' 1$' IX w I$ t Zr 11B• I IV. IC IIV Ir Ir Ir 120 OW OW I$ 1S w• tP 1N• Al;1' i ;1_ •• FOR BUILDOUT MOUNT MAxIMUM SPANS AND PRESSURES, SEE TABIE C ON SHEETS/13 TABLE I AND 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DARE COUNTY AND BROWARD COUNT FUDRIDA 2. DESIGN PAESSURES SHOWN IN 'ACCORDION SHURER SPA! PRESSURES ABOVE ARE MAXIMUM ALLOWARSPDESIGN PRESSURESAT M RESPECTIVESHUTTER SPAN, 3. THE ID SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SNORER BEING REVERSED. FOR EXAMPLE: LTA PERMISSIBLETO MOUNT!R A WOOD O CONCRETE BEAM WITH ME FOS OFTHESUITFACING OUTWARD.FOR THIN CONDITION LE I ARE ALLOWABLE DESIGN PRESSURES AS NOTED C TABLE 1 ARE IN THE DIRECTIONWABUE TOWARDS THE MOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN FRESSURESINTE1REAWAY BET THEN ST 517MMM. HUTERSPMS1 4. UNM RMITTET. MRSRON BETWEEN THOEINDICATE SNOT PERMITTED. FORSPANSB R ME THOSEINDICATEDABOVE, THE DESIGN PRESSURES F00. THE BENT HIGHER SPAN SHALL BE USED. Q� HURRICANE ITTER HVHZ iV4DIVENm NFOATNE WD® IGMALL AND PRESSURES, SEE D ON SHEET 6/13 TABLE4 = ALLOWABLESPAN SCHEDULE ='a ASTM Ell LFACILITIEB ONLY =A PO]RNE DESIGN P iE IPBF) SHUTTER MWWWIEPNNTpN FRNG ••e i� w1TILATlDll4 fa4LWATM9 4 WASCRT >IDABOVE GRADE OgAO! (N.) NI e0• 1.r BY IV 11' 17 IN r wIw o$ ]d• N _ � 31• 1.1' w 3.1• 1S tw• 3.1• td- +w 3.1• 2.r w or 2.r w• ea• 4$ N w a1' m- w 1.1• I.r IN• IT 2$ 12C 11• 28 11T 6A• ].1• IN• S$ SS N w x1• IV 1$ 1N• Ir 2t• m 1Sr Ir wB'I ea' e$ NY I ;r w• ar 1a— Ur e.B• Syr 4V N eo• lr 1z w I+• 3r S• Ir I$ 12V Bd• ar b w 31' Ir &• at' 1$ w M. 2$ 11P IA 1Y In w xr Ix w• Ir Ix w xC ?8• 10V x+• w TABLE 3 AND 4 NOTES: 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-GAVE [DUNK AND BROWARD MOM FIDRIDA 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM AVOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED MR INS7ALI.AT1ONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND ONSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPE: IT 15 FERMISSURE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF ME SIAT FACING OUfIYARD, S. LINEAR IMTERFOUTION BETWEEN SHUTTER SPARS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN FESSURES FOR THE NEXT HIGHER SPAT! SHALL BE USED. b GENERAL NOTES: 1. THIS SYSTE CODE SIXTk ZONE,AND OR E1991 2. POSITIVE AI DETE0.M[ND R UIREME BUILD UI LNG C CAPACITY V 3. TESTING W, 4. DESIGN PRE SAFETY FAC S. THIS SYSTE CRffEIIIA 1' 6. NO INCREAJ LOAD DURK 7. DETERMINE DOCUMENT! WIND LOAD SHALL BE U' S. THE SYSTEF SITE. 9. THESE INSI ONLY BE US PRODUCTAI 61G1S•23 0 10. THESEAPPF CONTRACFC VERIFIESTI THE STRUC 11. WHEN THE! OFFICIAL M SEALED BY, DEVIATION 12. EACH SHUT 13. 14. 15. 16. 17. IS: 19. 20. 21. 22 23 NOPE0046549 0: J�- .•nnw i BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT ION f2017] NTE AT1 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE NAL BUILDING CODE EM MEETS MISSILE (LOCI AND INTERNATIONAL RESIDENTIAL CODE LEVEL'D' AND INCLUDES ESSENTIAL. FACILITIES AS DEFINED IN TEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION GATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE S DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK ;HALL. BE LESS OR AL TO THEPOSITIVEOR NEGATIVE DESIGN PRESSURE LISTED SE TED N AC TAT EN ARE BASED ES NOTED IN ACCORDANCE WITH MA IMUM STE AND ASTM E38I DED B A L EE PRESSURES DIVIDED 6/ A i BEEN DESIGNED WITH NO6- SEPARATION FROM GLAZING FOR ALL WIND IDANCE WITH ASTM E3996.09. IT IS ACCEPTABLE BY [ODE UNIESS OPTIONAL E Up LE S W PENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. c PLAN 4LLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND a VIEW ACTOR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN. H r hOSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE CCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY, FOR ULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd -0.85 r O 11LED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC i •' ION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL N CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME % c SAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER FLORIDA ADMINISTRATIVE CODE. 1 Y DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w ES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 1E EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM .SUBSTRATES DETAILED HEREIN. 'ONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING THAT SITE SPECIFIC PREPARED, pDIRE DOCUMENTS BE SONED, DATED AND iNSED ENGINEER OR REGISTERED ARCHITECT WHICH;DETAIL AND JUSTIFY THE BOTTOM TRACK . CONDITION TO THE BUILDING OFFICIAL GRAFITING HIS/HER APPROVAL. ,SEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TOWN& COUNTRY INDUSTRIES LO KING MECHANISM FORT LAUDERDALE FL MISSILE LEVEL D- ASTM Efirg, E1996&E330 iTYPICAL PLAN VIEWS APPROVAL FLORIDA PRODUCT NUMBER TYPICAL ACCORDION SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N.,IWITH A MINIMUM Fy OF 2S SHUTTER ELEVATION I'MRS(E%CLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH :STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4.0 OR 3/16.0 SOS2 N.T.S. TALL HAVE _A_LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR 6 2.300. 111 25W Oj SILL SCALf HALF 512E OHEAVY 2-LEG WALL SCALE HALF SIZE SSES & FELT GROVES ARE 1 2.659' y-n F ipg_y 1.825' O SILL ADAPTER SCALE HALF SIZE 75 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF 512E OEXTENDED SILL CALF HALF SIZE 1q CEILING HEADER/SILL SCALE;HALF SIZE LITE 2-LEG WA 1 SCALE: HALF S12E PTIONAL ON li L109' I TYF m O5 HEAVY HEADER/SILL SCALE. HALF SIZE ,L EXTRUSIONS 11 'MID SILL [ALE HALF SIZE }- 4 .<20' Ig WALL SILL CLIP SCALE HALF SIZE 2.365' 085' .895' LL n T N ^1,510'-Y 72 MID SILL ADAPTOR SCALE: HALF SIZE WALL SILL SCALE, HALF SIZE 15-2338 E N 4 5' MAX. \ Ig ANGLE SCALE HALF SIZE NYLON WASHER BR ­­'-UM NNYLON BUSHING O PTIONALI 14 . 2-3/4" CIO Hl S.S INSERTS TC INTO ULTRACOTE COATING }pACI( ITYP TOP F BOT TOMI —NYLON BUSHING W/ WASIIE9. 7/16"0 N 1/2- W INTERIOR JOINT TOP 7/16"6.l" IIJT E THOR JOINT BOTTOM EITHER CAN B USED ON EXTERIOR 2q BUSHING ASSEMBLY DETAIL 623'' P P .090' D' jrJ 29 2003 6.8 CENTER MA SCALE HALF SIZE 375. 2 of P' 010-24 THUMB o' S[PEw 4 — 062' 2p RECESS SILL FOR USE WITH SCALE' HALF SIZE ® AND ® ONLY 21 SLIDE ROD SCALE' HALF SIZE 31 357' .276' .137• 26 BOX CENTER INSERT SCALE HALF SIZE b N 222'Ri 32 FEM Sf AIAI STEEL NT7116-0 AINLfSS� 5500• . 13/I6' VIDE ADD' ' A ^O 30 N;LT N � MYCi _ i 5 1 AD �„�iToo- THP6EA,11MI NAL TYP. 3/ T-SCREW INSERT 4.500' .1 1 689- POWDER COATED, 21NC OE -CAST SCALC. FULL SIZE SECTION A DELTA MODEL 202z 36 T—LOCK ADAPTER C BOX LOCRIALK 5r51EMs (OPTIONAL �- 35 SCALE LOCK SCALE. HPLF�SIZE SCALC HALF SIZE SS STEEL LY HOLE wH EEL 1.100" ,240" AT EVERY OTHER IE JOINT AT TOP [TINDER -SOLO BRASS, NOVEL PLATED y2 ROLLER ASSEMBLY IDUSPIG-7NE WCAST.POWDER COATED SCALE"ALF SIZE NOES MAY BE FEY OPERATED OUTSIDE OR THIMB TURN INITIAL ED INSIDE. 23 BRASS PUSH LOCK SCALE HALF SIZE 4ADD' 5OD' Q M W 50' a M N .l 229' 1RD 28 DECORATIVE FLOOR TRACK ACT SIZE SCALF HALF SIZE No FlEOD46549 �O'••. STATE OF 33 OUTSIDE CENTER MATE 3q INSIDE CENTER MATE SCALE�HALF SIZE SCALE. HALF SIZE `Q NOTE. AITATMMENI SCREWS FOR X END STRIPS SHALL BE.10 TOR% HEAD STYLE VARIES OR Pfl LOTS WIVE SCREWS, 38 THUMB SCREW rox t"' HAND-❑GHUNIC)ONLY SCALE FULL SIZE 250'.�-i w RR HAINLE95 0' g Ynx P. m Ma DSu' N_ .254• 40 40b 40c zooD' — F END STRIP i" IS g 2X7 ANGLE 2" & 3" EXT SCALE. HALF SIZE c, N.125 SCALE: HALF SIZE w 4 SHOWN EXISTING GLASS EDGE LEI DIST. CRST AL OF B ZJ ANCHAST t3 13 13 SCHf 6 BO" (TYP,I 39 i OR S (EXTERIOR) 1/4-20KI THUMBSCREW INTO POP THREADED HOLE. LOCATED Cm HAC 1/3 SPAN TO 2/3 SPAN FROM LID 18' TYPICAL PLAN VIEW BOTTOM Of SHUTTER FOR BLADES SCALE 3'. 1'-0" 5B'-3" USE TWO TH UMB SCREWS ON BLADES > B'-3", ONE ON 1/3 SPAN AIID ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED WHEN USE WIT CENTERMATE RRI AS SHOWN, RECEIVING HOLE FOR, THUMB SCREW MAY BE 7/16" INN - - LLJ 3 (INSIDE) t3 p I SILL 0 N O ? 1 .. t3 lUSE (14 BRASS yp LOCK R 5/1NEW NTOI '8 30 30 THREADED IrvSO2p AT 1/3 SPAN TO }/ SPAN T TER RECEIVING OF HOLE SHALL BE 3/8" MAX WIDTH, UP TO V HEIGHT OTYPICAL OUTSIDE CORNER CLOSURE - --- CC7 DETAILS WO/CORNER POST NTS 3 `5LL TYPICAL INSIDE CORNER CLOSURE z CC2 DETAILS WO/CORNER POST TITS i slLl.' (INTERIOR)�g i• e- �.• �r f TATE 01 '' '• PLOfl10� 3 c IPz 1P L I NAL- t3 15 31 3B 13 ]3 9 9E N >" MAX. IPNIaLL LC4 BE REVERSEDI EVER LR 1B" 0.[ WSf ANY ®• OR SHOWN IN ANCHOP DULE. 1" MIN. EDGE DI$TAHCEI. To a % 1/T" GALVANIZE- I BOTTOM 111 20 THUMBSCREW (E%TERIOR) 5 EMS. 3/16" 0 AL H INTO CENTERMATES t/3 RIVET, OR VL-20 TO2/3 SHUTTER SPAN ECEIVING HOLE HINE BOLT L NUT SHALL BE 3/e' • D E MAX WIDTH UP To' HEIGHT. MULTIPLE SHUTTER ASSEMBLY LOCKING DETAILS FOR SCALE, 3-. V-O" CENTER MATES SHOWN ON RANDOM H DETAILS 5[[ END STRIP SLHf WLf FOR KIN. SPAN WHEN Jji-9 OSNSLAALExORf01 1'BIO (].T') �EO USE APPRONDID E STARTER STRIP 10 ® FROMM CUGWRE FOR € 10 BUIl01NC CON0IOOYS. 'T" FASTEN STARTER STRIP l' TRACK W/ O, B�O(x ij A/p CORN" SCREWS AT CORNER O SCALE, 3 . END STRIP DETAIL IHANDANY TRACK TIGHTEN DNLYL q 1D'O' SCALE, 3" . 1'•O" ANY TRACK 3F MGM W/SCREW tlO55E5. ANGLE a0.12V EXISTING GLA 55 S� MGM {yy"y UISF�IE III BRASS PUSH LOCK INSIDE a 13 S4x giy S[ RE�5 Ip1V6�0C TMRL�AOED ( ) [ INSERT 139 AT 1/3 SPAN SILL0.12W) dddB MGM $ e�� BOTPTI)M OF SHUTTER f (OUTSIDE) MGM F040PT ANN1.1m, DS TIWGNATIMIx RIORLIr B 30 C xxeullll, Wo sTPIn 11EDU1ELA i U.NONO.NORR OEIUO6PN1 13 30 V1M]IIRWILE uNxo AxrAxcxW oxTxe 13 x3 ANLIIDR6TXIp WATT RNN TO, 31 s t6 (OUTSIDE) 15-23 SCREW oa Llm IYX.Tio YM STRIP. USE Ill BOX LOCK AT 1/3 SPAN TO E/3 SPAN FROM BOTTOM OF SHUTTER � Q g'g Ts MULTIPLE SHUTTER ASSEMBLY ^ SCALE: 3... V-O.. 2 FASTENERS EACH ANGLE — 1" r 2. a I/6" OR i" v 2" x 1/0' ALUM ANGLE ' THREE 3/16"0 ALUM, POP RIVETS OR THREE x12 SMS, TABLE A (m) PRFSAIRE V] ALIONA&e LENGM PSF 2�' ff HOBO 3�Blf 62 13P MY 72 12]' OY 62 IIY In- 92 1140 111' DO IVY Iw IN La' 14r Im 9r 13P W IIY TUBE TB ALLOY 1RIF A FOR SIZE. 3/16"m ALUM POP I �' » RIVET OR "12 EMS " (A 18"0C (TYPI I% 1� _MAY USE MALE OR 1 FEMALE LOCK -SLAT) I / CC3 TYPICAL CORNER CLOSURE DETAILS N15 BLE B(vA)ALTERNATETHRU BDLTC5 CONNECTION TYPE REFERENCE ANCHORSCHEDULE Fn" FOR MAX, INF5511 P6F // WIIM WO �6' WITH d'D 62 11r 166' n IDr 1ST 62 101' 16T 92 9Y Iw IO2 90 13r IN BY nr 21' Iw w' w' I / 3116 RIVET OF .12 2'"r2"• - +x SMS C. 1B" CC OR 090" 6063-T6 j ALUM TUBE IYPi 1/4-20 NUT 4BOLT t] ITYP.1. 3/th"O ALUM POP 1 ALUN. iUBC RIVET OR xl2 SMS 1 �Je P'yy �R 6063-i6 ALLOT SEE ]AELCfl (p lB"OC.ITTPI 2" x 5" r 1/0' FOR S12E. 2 FASTENERS • CONTINUOUS I y„ EACH ANGLE ALUMINUM ANGLE OPT IONAL ANGLE INSIDE hUh3-ih AL UM.--' THREE 3/16"m ALUM 11 ORIENTATION TYP IT ANGLE, TYP 17 POP RIVETS OR THREE U 12 EMS, TYP. I T'x 2"x IT I 13 OR 2" x 2" x 1/B.. ALUM ANGLE USE MALE OR FEMALE ' LOCH-SLATI 13 13 (OUTSIDE) 1n3 x 1'2" OALVANI2 ED CC4 TYPICAL CORNER CLOSURE DETAILS OR B.B, sns, 3n6-m ALUM. PDP RIVET, DR vA-:B SIDE CLOSURE OPTIONS NTS MACHINE BOLT L NUT SCALE, 3" • V-O" STRUCTURE W/NUT N14 SM GLASS Fa OR DOOR SEP,io I44 reRZ M 2f Y.' MAX, STATE OF exisTwa/CONCRETE._ EM) 9 �- 6063-T6 ALUM. TUBE BLOCK OR 5 CONNECTION TYPE WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX SPACING Cp ALTERNATE BUILD OUT MOUNT SECTION SCALE 3"= 1'- 0" ACCORDION SHUTTER PER PRODUCT APPROVAL w m nF A IE BAT TOP m AND/OR DR BOTTOM x: w 2'OR 3' Lz w 13 r u n a o 1/3' MIN. H 1. oNJ 2'X3'L 2'. 2.1T5- 'XII CONTINUOUS OR 2'X 2E.- oXm 3'' XCONTINUOUS i o NH bD61•Tb A"DR. ANGLE 0.9'MIN. THICK 606/-T6 Y ALUMTRACKFASTENED ANGIP FABTENED TO TOANGIE WIIN 1/4-20 EXISTING3K51 MACHINE SCREWS AT IN CONNECTOR TYPE CONCRETE HOST FROM ENDS AND 9-O.C. REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE SCHEDULE FOR MAX.. $'O ELM ULTRAMNS 2.1/2'MIN. $PACING AT 3' FROM ENDS AND EXISTING CONCRETE A' O.C. FOR BALANCE HOST STRUCTURE (3ODO WITH I% -MIN PSI MIN) EMBEDMENT AND 2M' 5EE TARLC C FOG MA% SPAN AND OWOOFRAMING DG PGE95UGE5 CONCRETE,MIN EWE DISTANCE, OR WOOD AnINc STAGGERED WITH 3' IOIINT SECTION MIN.SPACING,WP.O BUILI]OUT MOUNT SCALE •NIS 6 FOR oG FDA DID L GLASS FSMNIJApwA19 ENDIWES w� } GI ASS , OR DOOR SEE IABIE J L. OR DOOR 4 FO N k FOR HNII u m YE 1 ME'TAEIE 2 w a R FIX 1/4"-201HRU BOLT W/ FOR WIN, EEPAPAIIhi M CLASS '0.- A, p 412 N 1(2" EMS 0 12" O.C. SUPA 100 L DICK NUT (N 12" O.C. OR £ u OR 3/16"0 ALUM. POP 12. NRaID/�"35n05.m aLUMC POp 2�-f D RIVETS JO 6"OC DR1/4"0 RIVET S NT W 0 C E S ALUM POPIRIVETS (9 12" OC OR ALUM. POP RIVETS I N �.y 11 AND')✓ 9 12 Iv II" O.(. E.S I 1/4" MAX. FROM PIN ASSEMBLY G ANDOO ml ASSEMBLY WASHER (TYPI wr / 1/2" 1/2" TYP EXISTING CONCRETE,. L BLOCK OR VJ DOD FRAMING z / 3 CONNECTON TYPE / EDGE REFERENCE ANCHOR GIST. SCHEDULE FOR MAX SPACING AS SHOWN J CONNECTION TYPE IN DIAGRAM ON PG. 101 / \ REFERENCE ANCHOR EXISTING CONCRETE, SCHEDULE FOR MAX BLOCK OR WOOD FRAMIIJG/ SPACING. ALT FASTENER / ® MA%.FROM LOLALON. FRONT AND BACK ANCHORS NOT RED O PIN GUIDE TO WITH THIS LOCATION I\ BUSHING WASHER IT YP,1 O INSIDE MOUNT SECTION A I SCALE'. 3"e 1'- 0" FOR DETAILS A. B. O. AND E ON S THE B THE BASE TRACK MAY BE INSTALLED IN SEC' IN S WITH 1/4" GAPS, PROVIDED THAT EACH 1 TYP. BOTTOM A NIMUM O OF TWOISE TS OF ANCHORS AND ND H MINIMUM OF 12" LONG. THE SILL OR CEILING EXISTING CONCRETE, BLOCK OR WOOD FRAMING j EMBED 1 CONNECTION TYPE R—A EFERENEE ANCHOR �1 SCHEDULE FOR MAX. ZfPACING AS SHOWN IN DIAGRAM ON PG 10) yr F N12 v 1/2 MS II" SEED ALUM I'L 3/t YPN POP CIVETS ET 'C O.0 Fox O. 13 x fI OR 114"N ALUM GLASS Z V w. RIVETS LA 12" O.C. OR DOOP�HYN2LYC lABlCx2 M�DIn X20Z m,. qCHRNN - ARATII Q-wivu ill ], OANDOB SCREW&S,MACHINE SCREW B NUT C. CLASS rrm 1 ASSEMBLY L 4"OC 1/4" MAX FROMIPIN 0 ID 0 OUSNI G w nx 561 WASHER (TYP) �. L EXISTING G CONCRETE. n LOCK OR WOOD EXISTING © DR FRAMING D FRA BLOCK OR W000 FRAMING 3" , 3" v 1/4 CONT 4 CONNECTION TYPE N12 N 1/2" SHE FN 12" 6063-T6 ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/i6"0 ALUM. )MAY BF REVERSED SCHEDULE FOR MAX, POP RIVETS 0) 6" O.C. AS SHOWN DASHED) SPACING OR 1/4"0 ALUM P pOWALL MOUNT SECTION RIVETS (D 12" O.0 O SCALE 3". P- 0" UI CONNECTION TTPI w REFERENCE ANCHOT w p O ¢ SCHEDULE FOR MA) n x p n SPACING Al pNAl W Q Q Lj �OA1- p O 4M "MAX. FROM PIN SST 1(�G�HING SHER (TYP) :4 CONNECTION TYPE UN DOOR - REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) u H rvER � p Fo FOR %ISTING CONCRETE, JSPACING- BLOCK OOD FRAMING EMBED. CD BUILD OUT MOUNT SECTION NG CONCRETE. SCALE . 3". V- 0" OR WOOD FRAMING I (TYP.) w 24 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG 101 r W/NUT (54,J N16 SMS It )TYP TOP_ W/ EXTRUSION /Z O VCS CONNECTION TYPECTION E N// EXTRUSION pl fl EFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. BLOCK OH WOOD FRAMING O WALL/BUILD OUT SECTION SCALE 3 1'- 0" m I IN ACIM F«x11A1 FACARES SEE ABLE 4 B FOR NATO SEE TABLE 2 °' m EXISTING GLASS 4OR WN. SEFARAIION TO z a STRUCTURE ALT LEG DIRECTION MACI OR ROBS 13oD ANGLES PER BEAfiNENO no ANGLES m 1] O1 D01, w�w 1/4"O ALL SIZE PERSPANTUBE POINTS SOLID B SHE SET ANCHORS SPAN WITH 7/8" MIN EMBEDMENT IN - - PER OF ¢IL, V CONCRETE OR I ACCESS HOLE SCHEO W BLOCH, 3"MIN m ? I Mr w 0 SPACING AND 3" MIN EDGE I DISTANCE. - n- W A 2 I Y 56 - mMIN MOT Si. 4 16 _ v2" 1 J 1 - 11,FROM PIN GUIDE /1 SEE TABLE 5i1 f4rnmfc SEE IAOLIF 4 IIMR SC I BUSHING 0BUSHING WASHER IT VP.I GLASS NTCO IF PAR411m 6 A OR DOOR — Two 1/4.'m w000 ' 1/4"0 THRU BOLTS LAG SCREWS FP 24' SCE BEAM OC MAX. WITH 2" ENETRA 3" MIN -1 SCHEDOLE FOR THREADED .ON i li C EM DIST. j--. FRIIIkFR NIIMPiP _ EMS "T' 1—i114 EMSIS M105PAN OEi Wf EN STGOSFOR TRACK TO I" x I'PLY WOODY TUBE CONIJECTIDN f/4"PALLSTDC(D 1:1 FRI FINISH 1" x L" a POIIIJT$ SOLID .125" 6063-T6 ALUM. TUBE EiANCHORS WITH 1/B"MN,- -SCHEDULE SPAN TUBE P ENT INTM15 °1/4-20 "DIRECTION DETAIL TO BE USED WHEN STUD SPACING THE CONCRETE OR BLOCK, 3" MIN MACHE%CEEDS MAX. ALLOWABLE ANCHOR SPACING. SP ACING AND 3" } - W/NUT im/4WALL MIN EDGE 1• - UMINUM EAM ENO, bR N14 x 3/4 MOUNT SECTION THIB DETAIL MAY DI51 ANCE N TUBE 6" O.CSCALE. 3s 1'- 0"AL50BEuSED E%6TMG AT TDP STRUCTURE , —1 ALT LEG DIRECTION ACCESS HOLE O BEAM SPAN SECTION w r o SCALE . 3". 1'- 0" FOR A9M ESSENTIAL OR OR DOOR FACILITIES SEE TABLE 4 FOR FIR SEE 'AGE x FOP UIN SEPIRABCN to N I EXISTING WOOD BLASE % Q TRUSS OR RAFTER ¢ (O 24' MAX D.C—� i N EXISTING FINISH 5 6 MATERIAL—� MAX FROM PIN GUIDE TO B TO BUSHING WASHER IiYP.I I• A W x 1/B" 6063-T6 /4" TILE ITYPI ALUM. TUBE W/ THREE av,FINISH MATERIAL 1/4"0 WOOD LAG SCREWS WITH 2-3/4" 314'"PCYWOOD MINIMUM THREADED A325 GRADE THRU BOLT 6 T" OX PENETR. "I" IN WOOD 6"0 A325 GRACE THRU BOLT GO 12" O.0 EACH RAFTER OF TRUE OR S.S24" OC. MAX, WHERE CD ULTRACCN TO CONCREITE/CMU 75. TUBE EXTENO5 BEYONI LAST TRUSS MORE THI /1.1/4" MIN. EMB ( S'% EXTEND TUBE TO 0 LAG SCREW 03 9"OC WI1-]/0" NEXT TRUSS, . IN WOOD SO.0, 42. TO 0.5% 1/4-ZO S•5 MACHI E SCEIG CONCRETE,12" O.0 IN BETWEENN TRU WITH 1/2-0 ACCESS HOL aBLOCK OR 'RAMING SEE 1/0' C014T BACKSIDE OF TUBE OR 0 3 SCHED BASED ALUM ANGLE (6063-T6) BE 6" O.C. MAX, IN BETWE 'E OF STRUCTURE IMP%. DESIGN LOAD a T2 PS Fd OPASS THRU bE7AIL IMAx DESIGN LO SCALE 3". 1' 0" _ * EPANTDBESCHEDI0.E -_ (o . NLDN"—Tr NU. %pDFpULGA113Iip TUBE 30£ 3HHIlER wm GALEC TMJD00.TB AINlCXORE.S PEEP MIDIS 1QIjgIOA TOP TOP pOTTLMI TOP BOTTOM jjDD�q TIRETUBE TUBE TUBE TUBE TLBBAF A 0V 121V I" 1 2 1 2 2 3 P r VAIN GIw Or Tots IOO.V 2 2 3 3 1• r 12r 00V w.4' 2 2 3 3 1' r V X or 1R.1' lgo, 2 2 2 3 r r 0A2V So' 114B' 124.1' 2 2 3 3 1• r 127 f02T 1090 2 2 4 4 IV IT ,; Or INN 1P6.Y 2 2 3 3 r r 7123• Or a2.r 156.r 2 2 3 4 12V 115.4. 131.6• 2 3 4 0 1V 1T MR 130.1' 240.V 2 2 3 4 r 1V TAIVY f40`0' a20.V 2 3, 3 4 0 1V 1V 0.1BIV —Po- Im 132r 2U1.1' 3 4 a —1 C. _ 1V -IN GUIDE "U57 BCSCMFDUA N_DTEBI ��US 2'X3•K�377�4 fi@IiTY v9� 00.3'i5'i!/T ANGLES FOR 2Y5'B2'x6•BEAMS. 21 USE 3'%5'I11/4• ANGLES FOR 2'x6' R 2N1O' BEAMS, 3. USE. BEAM SCHEDULE FOR DETAILJ. DESIGN 4. COMBINATTIIONNWBEAMSMAY BE M OTHER CONNEC ON DDEEfAILS WHFM USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. BOLT 5, SPEW TUBES MAY Be USED 1N A MIOSPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN MS (A TUBES SHALL HAVE TOP BEAM LIMIIATIONB (INCLUDING SPANS ANCHORS, ANGLES AND BOLTSMITH THE SZ(RTER SPAN I'M N AS THE SUM OF THE SPANS AAND BELOW THE BEAM. 6. LAP BEAMS ARE NOTALLOWED. J, ALL BEAMS AND ANGLES TO BE 6063-76 ALUMINUM. 2" 2 F A / £ O lif Al. lNP � ZVI' W]O x 5" x 1/0" 60"3 ]S, ALUM. ANGLE W/ THREE 1/4"0 WOOD LAG F'm plums -13 SHzz SCREWS WITH 2-3/4" MINIMUM THREADED NDONJ PENETR."T"IN WOOD SO kwpza EACH RAFTER OF TRUSS, Z -,DyH 24"O.C. MAX WHERE wIn ANGLE EXTENDS BEY0140 ¢ LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS MOU14T SECTION OTRUSS SCALE • 3". 1'- 0" N 8 D OR Z"' ��- on It GLASS DOOR T�C OR m w° R jdZ� OR tt W1W i0 vIj n ° 5[PARAPCN LO GA55 H N F I r Z Qiw £ m . 13 X woi w~O £ JQ2 �N 'lb / v4^m TPCON 3A" 11 C6 CONNECTION TYPE w O L WITI1A4" Lm MIN REFERENCE ANCHOR W 4E EMBED ° SCHEDULE FOR MAX �- 9 SPACING /i EXISTING CONCRETE OR A, I \ BLOCK ONLY. WOOD \ FRAMING R WOOD ANCHORS 'NOT ACCEPTABLE / EXISTING HOST STRUCTURE OWALL MOUNT3'.1 \ D DIST \ ' SCALE 3'. t'- \ O SCALE Y. 1' FLOOR TRACK DETAIL ORECESS SILL DETAIL \ SCALE �. B". r- o- SCALE 3"• 1'- 0" \ rz�eA-I.1 I � 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYR) TTP BOTTOM 1".1""" n1"x2""' 6063-T6 ALUM ANGLE CUT TO OF CUT SUPPORTSNUTTERVEXTI FRONT AND BACK WHERE FRONTOOUFOUS REINFORCEMENT IS NO REDUIREU 1 \-19 Do APPROVED MOUNTING MB -. CONDITION. MIN OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. SECTION FOR SHUTTERS j. APPROVED MOUNTING CONDITION. MIN. OF TWO PER N ' PIECE APPROVED FASTENER ANC SPACING WITH A MINIMUM I TWO FASTENERS PER CUT PIECE TYR, ALTERNATE SECTION FOR SHUTTERS 1 _0' a PRIHE LVON UNTEDATALEAI 6CALE: 3' . V 0-0' EXISTING STRUCTURE INTERVALS 45''-"i "v i'r- i:'I'-.�'t4�+ WASMER(T' E(SEE FOR ADDITIONAL n BOTTOM L :ACM4"CUi ED u NCo� IR GPACINGSS 71O,O YPEOT0 O � vqt qvya k e�ma_ vvvvv CUT AT INTERVALS T M CURVE (SEE DETAIL PP © 1 1 L]0�' LiL'i 9 coxwr.3E nosr Ko a pN 80AN f2i A0�E "6"n� �miE gNO�°O�e iM5 £" • �_ arI o Vo� n o _gg cGL NF8 na' C�i -F� g6u '"£ iNfB �BFpn °� @ S oIY, .°+mlglSw Om geul8m glo�$m glewwm ge.Yvm 8elvu m8 ewwIm ga: 8 �Sewiw�mlga Nwlm 5S W r -n pNFn P �OPPIan ?q�444=I4 OOCn , - 444144` 4144144-n i444°` o000Pn .4^ 4444444414144444I4- o4 eol'?"?l4 NiW " seC o'?44°Q \4444C to ae4C 'c ele4oC cq�oQ 9444Q NN 44RR 414 4 44414: ��4M l4 Q \44=oQ e4eeC \M 'N°C o4v NMO o4NI44 \":44 - '7I44G R4I4Ggc 4lo mod- elye4S N \. - N gIi yl4NS eoly44 441g4S \R 44''oP 4l4eeeS \4bN4 4-.. 4144 41�5p -...-job .. eq�?G .. r -ciao N .. ''G y'°ygeq$4le�eeN .44§G \'7:9�44G 4''q==.�44'' '74i41RG R'7I§44 4$4'^ - 4= rrrrevi-aL vd�u'P e�ui.9 14 NIC�oo^NS \. "G \eNVN �: e4i4 ni..n rrr- eR444444M§4 e`oo °G:aS NG 4 .i44 7i§4 44R4 �49 .�Nq.,IMa I4144Q"414'.b.64` PI`ei.>-n elo.-Lon ,�NL�N C...°. ..�e.m ew5`a-FP --�-`N�-fin 4414444yl' ea= _ 4'14�.vo �I4 Ii 9`i^- 444444N 4- 444444R444'%4�_44- R ` L'^ 94I44Q iRl?-,§C�4l4R'7'ECr 444 ^Leo 44i44Q�444444 °44 R4444444Gi414i4!44Q. $44444Q z y yv ogo C8\NggO4 o�AC ze aiMie'`e CO�M'`440 y4 4`994 ooSC bi NSg -QS444"4 -:oNQ o - 444 ': NS° 5 v W62GTmi-ig 4.. e44ia R': 5 c a 44, 4S5° 4 RiRI4 aR e:4 NyMe oG -GS p a -G5 s 444I4 -'-?4N N!N4NNR �iNNggS 444.,=P 4b° eyN =¢GNo Q 4 .444 44i414 444?G G 4i 441 e�N -uS ej9,2q o4N"qS 91 "1 -,2 oi: e'I4444 o - N4Nirro'o 194 444 -99 I4 '-nCQ ce u e4C 9cq4 b N- 'Q 494M 4444 944'74I44"M 1Ns- N 000uCQ oNq4Cy4:C - 4= :an yy4 I' =1;4 4 44a:,yw 44lo41.4;;ie4 N44=4=C 414�a1e14^ogey e4iM0 S a� N4K4 coop P uS 4S w NP S gg4U: e4° 9 4�I4'`=G o� P yG aoQ 'y4=qG og4G 4I'°S9y 'y44 N- vleo4vleP 44NG 44R4ay41y14�P aw•:144 9G 414R44G :wloloeG S 414141RI`7o4lo � £ rm 0 m xGa aom£ mz<£ m�iyi o 'i 1 pn � " 1°.19 oFr .° g2mP. a ra £ pgn n g %pz£ N 3e O qq 2S� p o> xp2N 1�rONO OtI ^COC y n N 13 it+. 2Y1 Z2 to a 1° z xx^oz� x p£p 0 5 m 8mo o z gg onF '^ RE m o Nv r om oS iey z A qF v S A P F>x on3 .3 3 A n O e a 2 ��y?v y §aQl P �A LFLF O nn ' Z ° C Na ae-. f ND=o E c� aECa Rz�az � au R333M p.33M.1 ANCHOR I (R6b 5/16-IIW TAM N%L WEM 1-0/1' EMBED(2MO MIN CONC) 8� 18 62 72 110 200 8 5/1W EILD ULTRAcoN WRM I-W4'EMBED(3 OO MIN CONIC) 90 62 g 120 200 1/0' MWERST" M. W/ 1-]/I' EMBED(YMOpY MIN CONIC) 48 62 T2 110 lM %NCHOR SCHEDU 3 ANCHOR MAD (pa) 1M nWTAW WITH 1-1/1'EMBED 1/4• EIOII ULTWCOH Wm 1-1/H' EMBED �B 6x ]2 I10 200 AB 62 3 I10 1/A' ALL-M)IN1560110.5ET ANCHOP W/ I/B' FHBEO 6 Uaao ss MAcxwe sc2ew p8 .F.p p S/i6• RW TAKOH ML WRH s 1-va•EMBED a- AEO ULIMCON WON EMBED ANCHOR NOTFSISEE SHEET /0 FOR ANC1OR NOTES. LS-2338 1El�4M1 I 93 I 2• MIM IDO! pLTµC[ sF AXCMOR I9W) CO Cl Q XH TYPE 4 I G I a $00,URTOW-0' CO NNTY?E Cl I Q Q U CS ' CONXIIYPE �� .CI t Q I tl IG I CS 1/4'MWE0.S TAPPFAh W/ IS.S 6.5" 6.5• 15.5° 11.1/4• EMBED . 120. 4.5" 4.5. 12_0' T.5° "0"S.0'4.3•4.0" 10.5• 4.0" 9.0^6.0• 6.0" s.s•IZ SMS W/2-EYEWALL ft46V " 16.0' B.5" B.5" 16.0' 13.W 13.0• SO" 5.0' 13.W ).5" T.5" 3A"AµOR INSERT W/L1/4' 5� S. " 14.5" 6.0" 6.0" t4,5"9.5" 10.0" 4.0" 35"8:0"S.0" 4.S0EMBED " 13.5' S_0" 4.5" 11.0" T.5" 1.5" 3.0" 3,0" L5" 4i- 3.5"" ).o^ J.o^ 4.0"4.0° 1S" 3,5° 3.0"�3.r 3.0.. 16" J.6" (ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK G n � ANCHORI LOAD (�) Y NIN [lNi6 pIRNMG! $wne COHN CI Q TYPE I tl I CA CS $w.E Up To F-B' CONNTYBE ClInIol"I CS SOene COXNYYPE iCl Q U0 T01J'-0" G I G I CS 5/I6- RW TANOIN HL W/ 34p' MIN. FMBW 48 16.0" 16.0• I6.0" 16.0' 10.0" 16.0^ 16.0" 16.r 16.P I6.0' 18.0" I6.0' IO.S 9.S I5.5" 63 16.0" 16.0" 16.0. 16.r 16.0" 160' 16.0' 1].S Il.r I8.0' 16.0° ID.0" 6.0' )A" 10_0" 72 16.0' 16.0' 16.0' IS.r 16.0" I6�0. 16�0' 10.5" B.5" 15.514.5 13,5' OS 5.S 0.0• _ Ito 200 16.0• 12.0° I6.0' 10.0° 10.0• 5.3° B.0• d.0' 4.S 6.0• 14.5' 12.0. 1].S 10.0• 6.5" 5.r 5.3° 4.5• ).5' 6.0" I3.0° 13.0' 10.0' I0.0" 3.5" 5.5" 4.5" 4.5• 6.0" 6.0" 5/16• MCAULTRACON W/ 2-2/4^ MIN. EMBED 48 I6.0" 16.0" 13.5' 1I.5. 160° 16A• 16.0" B.0" ).5" 16.0' B.5" 9.5" 61 I8.0" 16.0" 9.5" 0.5^ 16.r 13.0. 12.3" 5.5° S.0" B.0• 6.5' 6.0• 13 zoo 10.0" I6.0' ].5" ).0" I�.O" 9.5• S.S. 3•M 9.5• / lI 6.0" S.S" i .12 SMS W/2-EYEWALL ARMOUNSERT W/ 2• EMBED _ h p CI C3 O CS CI Q QDIRANG Q I G I G I bl I Ci I G G [5 40 62 16.r 16_0' ID.0' 160" 105 ) 5 305 > 5 160" 1b.0° I60 ]5 5 �160" II6.0" 6_S" 5.0" 65" 4 5" 160" ID.S" 125' 9A• 13.5" B 0• 40" 15" S.0° I.". S.V )3 16.0° I6.0" 6.5• 6A" 16.0" 13.5 I15° i.0" 3.5" >.5" ].0" 6.5" 4.0" 110 11.511.5 4.0• J.5• >.0' >.0" 6.0° 3.5" 6.0' S.0" 3.0" z0p 5.0' S.0' J 3.0• 6.0" 5.0" 3.0" 6.0" 5.0' 3.0" 3/4" MM !OB! DISTANCELOAD /• �133 23 ANCHORCONN $Dana Cl Q UO Ta 6'A^ TYPE tl U 0 SoMUOT06'•B° CONNTYPE G Q I tl I G I CS CDNNTY Cl Q 111 1 IQ G 6 1/4-1AGSOIEW WON 1.3/4 40 I60 1b.r 1L5'• 11.5. 16.W 16.0' 16A• 1,5" ),0" 16.r 16.0" I6.w LS• 4.S• 15.r MIN THREAD PENETRATION 62 16.W 16.0• B.5^ B.5• 16.0. 16.0" 16.W S.r 5.5° 16.0. 16.0• IS.r 3.5• ].S 9.5° )2 16.W 16A• ).0• ).0" 16.W 16.r 16.0. 6r 4.5- 15.0. 14.0" 12.5. 3.0• 3.0• ].r 8- f 110 16.W Id0• I S_ 4.0" IW KV 12.W D.r 25• 7.5• ll_S 9.5' 2.5" 2.r 6.0• ` 300 ILS• _.k ],5° 2A" 6_q_ 11.5" 9.r 1S _]A" 6.0' 1Lr 9.5• 2.r l.0• 8.0• 7/16° WOOD WSHING WTIR 40 16.0• Ifi.W 9.5° 9.5" 160" 13.0" 13.r .- 5.0' M Lr >.5' 3.r TO 6r d Q 1.13• MIN EMBED& 1/4.20 59 MACHINE SCREW °• p 0: 1j.51-45" 65° 6A" IS_5" 9.5° 1o.0° 0.61 T_5^ 6.5" 5.5" 5.0" 2.5• 2.D° ]_0' )2 125" 12.5" 5.r 5.0" 11.0' L5" L5" l.r 3.0" 4.S" 4.5" 3.5" 2.0- 2.0• 110 7.0" 7.0' 3.0" 2.5" 4.0" 4A" 3.5° 2,0• 3.0" 3.5" W jL{ - 300_ 3.5" 3_0"' / ].5" ]A" ].S" 3.0• IU 6MS 014 WOOD SCR OR �/4�' POWERS TAPPER h PfXE1M3T10N W jXNEAD 48 16.0" 16.0" 13.0' 13.0" 10,0" 16,W' 16.0" B.5" 8.0" 16A" 16_0" 16.0" 5.0" SA" 12.0• 03 I6.0" ]0.0' 9.5" 9.5" 16.0' 16.0' ]6.0. 6.0" 5.0" I0A" I3.r 12.5^ 4A" 3.5• ).r 72 16.0" 16A" BA" LS" 16.0' 15.0' 16,W SA" 5.0" 12.0. 1L5" 10.0° 3.5^ 3A" 6.W O1� 110 16A• 16A• 5.0" 4.5" 10.S" 11.0' 9.5" 3.0" 3.0" 6.0" 9.0" 7.5• 2.5" 2.5• 4.5" 300 B.0° ).5• 2.5" 15" LS 9.0" ).5" 2.5• 2.5• 4.5" 9.0" T.5• 15" 15• 4.5" ANCHOR SCHEDULE: WOOD (6=0.42) 2/4' HEM lDOC DL9YµG 5wne UOT06'-0" 5wnP UO TO B'•B• 5_ Inn, Up To lr, WAD TYPE CONNTWE I CONN TYME ANCHOR (Pa)CONN [11 Q 1 C3 I CA I GS Cil Q 1 tl 1 G I CS CI I Q I G IGI CS 1/4• LAG SCREW WRX 1-3/4 /B 16.0' 16.0° 9.0• 9.D° IB.O" Ifi.O" 16.0• 6.0" 5.5" 15.0° 16.W I6.W 3.5" l.5" 10.0' MINTMRGDPENETRATION 62 I6.0° 18.0" 6.r 6.r 16.0" 16A" 16.0° 4.5• 4.W 13_r 11.r 10.r 2.5" 2.5° 60" u R 16y0° 16.0" 'NY 5.r SS• 16.0" Ww 16.0" 3.5° 3.5° 10.0" 95" 8.0" 2.5" 2.0' 5.0" 310 100 15.0" ).5" 6.0_ T.S _.M 3.0 9.0" 9.0" B.0" 3.0" f,0" 5.0" ] S' 5.0" l:0° 4.0^ -5.5" . 6.5'• 5.5" 2.0" x.0° 3.5" -21N 11YE�. 110 10 5 1050' 3.5" 3 0 6 0 6.6" 2.0" 2.0° 3.5 5 0" 65' 2.0° 300 5.0° 4.5" 2A" 2.T 5-0' Ls" 20'. T.r 5:0" 4-s° z.o• ?s' ANCHORANCIHOR N�DjE51 SEE SHEET 10 FOR ANCHOR NOTES. '11 s= Wm Re .I -1F0.032' 0.115• II 0.032' 0.196.7 A5u I 1 I � 02.B7S 03,250'4rO.vBB' A LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASTICS SL11931T•UL•9AMB rr RECTANGUM WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BIADES -1.5-4 RECTANGUIIRWINDOW ASSEMBLY �a1 BLADE W/ RECT. WINDOW 13 N.T.S. EnERIOR ELEV LL: No PEUWm rol n STATEOF 2.875.0 MOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAKIMUM OP 3 WINDOWS PER EVERY OTMER BIADE Q LIGHT-N-VIEW WINDOW \L3j N.T.S. E)LIERIOR ELEV t'3-1 RECTANGULAR WINDOW 13 N.T.S. 2nERIOREIEV RECTANGULAR WINDOW NOTES: 1/5' 1. THE RECTANGULAR WINDOW SHOWN IN5/13 IT 0.075- MADE M THICKNESS, GE ESS,LIO NAN WITH 0RAMEFINIMUM THICKNESS. i 2. BE NYLON RECTANGULAR WINDOW MAY A BE NYLON 6IC NESS ORBONATF WNH A MINIMUM THITH (6) # OF 0.161•WS OR M TO DOLTS WITH WITH . !4 55 SCREWS OR .355' BOLTS WrtN NUTS. n 15-2338 13