Loading...
HomeMy WebLinkAboutACCORDION SHUTTERS PAPERWORKTABLE ALLOWABLE FOR USE WITHIN 1 SPAN SCHEDULE THE HVHZ DESIGN WIND LOAD (PSF) HVHz POSITIVE WIND LOAD WITH UNIMATE 3o HVHZ POSITNEWND LOAD WITH M CENTERAT 29 OR(2) B 31 ORQ 8 Q HVHZ NEGATIVE WIND LOAD ALL lX#OUNTINS" 23.9 156, 156• 156" 25.0 154' 156• 156" 30.0 147' 156• 156' 35.0 142° 150• 156' 40.0 13r 1451 158" 45.0 133• 141• 158" 50.0 12V 13r 156" 55.0 12V 134° 155" 60.0 124" 131• 148' 65.0 121' 129' 70.0 119 12V 137' 80.0 ll5° 122" 128• 85.0 113' 120" 125' 90.0 11r 118, 121• 95.0 110' 1lr 119" 100.0 109° m" 115" ID5.0 107, 112' - 112" llo.o 10v 1l0" 11o" 115.0 10F for 107" -_ 120.0 104° 105, 105" 125.0 103" 130.0 for 135.0 or 140.0 OS• 145.E 9r 150.0 89 155.0 B6 160.0 87 165.0 81" 170.0 78" 175.0 _ __ 76" 180.0 74" 185.0 7r 190.0 70" 195.0 6r 200.0 68' 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN THE HVHZ POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTALLATIONS INSTALLATIONS 530'ABOVE >31Y ABOVE GRADE GRADE (IN.) (IN.) 29.3 156• 5.7' 3.5• 30 60' 3.0' 1.1" 99' 3.0' 1.5• 120' 3.0' 1.9" 156' 5.T 3.51 40 60" 3.0" 1.1" 1. 3.0" 1.6• loam 3.0' 1.8' 120• 3.0' 22• 132' 5.7' 2.8" 145" 5.7' 35" 50 1. 3.0• 1.1" 99' 3.0" 1.7' 1084 3.0• 2.0" 120' 3.D' 25' 137' S.7' 35' 60 1. 3.0" 1.2' 99• a.o• 1.9 108" 3.0' 22' 13 ' 70 90 60" 3.0' 1.2• 04" 3.0• 1.5• 99, 3.0• 2.08 126" 60' 5.7" 3S' eb' 3.0" 1.7' 99' N' 2.3' 118• 3.5" 35' 110 60' 3.0" 1.31 84' 3.0" 1.8' 99, 3.0" 25" 110' 3.3" 3.3" 120 60° 3.0" 1.3' 84" 3.0" 1.9• 105" 3.P •' FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE 1 AND 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE 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. HURRICANE FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 L�1\I v T 11111` St Lucie Cou ` .K t... TABLE 4 ALLOWABLE SPAN SCHEDULE - ASTM ESSENTIAL FACILITIES ONLY =-IJ POSITIVE DESIGN PRESSURE (PSF) i SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTAUATIONS INSTALLATIONS 5JD'ABOVE >30'ABOVE GRADE GRADE (N.) (IN.) 30 120' 3.1• 1.9" 15V 5.8' 35' 40 99• 3.1• 1.5" 108" 3.1• 19" 120' 3.1' 22• 132' 5.8' 2.71 156• 5.8" 4.3' 3.l'5o 108• 3.r120' 3.1"132• 5.8"156• 121- 5.8'60" 3.1"99'3.1'60 108- 3.1'• 12099' 3.1• 2.r 148• 5.8" 5.0" 70 60" 3.1" 1.1• 1. 3.1' 1.5' 99- 3.1' 1.9' 120' 3A" 3.0• 137• 5.8• 4.5" 90 60• 3.1• 12, 84' 3.1" 1.61 99" 3.1° 2.2' 120' 3.7• 3.6" 121' 5.8" 3.7' 110 80• 3.1' 12• �• 99" 3.1' 2.5" 110, 3.3" 3.3" 120 60" 3.1• 12, &1• 3.1' 1.8' 105- 3.1' 3.0° No PE00465 Sr^7E OF 51�'�ORIDA .- �'���NALL ENI TABLE 3 AND 4 NOTES: 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN °ACCORDION SHUTTER SPAN 'SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS 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 OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. S. 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. W vE 15-2338 memm: P"m OFSCIIRIONI GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION 2017 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE INTER ATI JAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE (IRC). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN AASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES, IN ACCORDANCE WITH ASTM E1996-09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1889, E1996 & E330 TAS 201, 202 & 203 FLORIDA PRODUCT APPROVAL NUMBER 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 14. 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 1/4°0 OR 3/16"0 5052 ALUM. ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK m Zw J �Q r W� W p r r _ LJ J w X Q ar f N VARIES - NO LIMIT L❑ TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. ` * : No PeC04614, O00 •, STATE OF ' Ipp, //�ONgL I EN1101111111, Cj\\� D TRACK ,N W )TTOM TRACK 7 ON 14 s W m BY m o �i5 OLO= �>� "go O,c co 149 gg{gg{ ONsFI�w� w W �Z t7 owgm r . 0 1S-2336 nl 6 PE0046549� - �h $!:: 2.874" .L625" m iu NN 8x'' --13..-.610' 11.979048'" 4.874' MAX .06. 1.825" N q�p`' •�. �. L IWp PROJECTION VARIES ..E 7 1.825" 125" 1.625" 2.782706' 1IC J100L'143143O �100" 1.708" 143' 10 00465gg � 100" .099' 3 .068 96".143195.; 143" L.'642 N0 v TATE Ma$2068" 90T .062 062' jam` .095 062' N -. ED O.F. .062" 6 62" 200 .062" 630" 62" `Z00" 630" 200" N 6 2'.630' 200' 1.069' /// DNA �NG `Wj I'y x^ Lgl I-k n 1.51 ' 062" 588' 630' l.�fdt l l l 1111 z Gw = £ u1 1. 69, .971'• .069 .971" m 095" 095' m 608' 630 1.06 1.250" .971" 2.728 Q w> uj .. 1 706" •I`--�' 2.822" �a �Q W LLitl z'� 12 0" 1. 0" 1.250" 1.21 0" .095" 971" .030' 2.748' oL m ST�� rg ¢Y GwG 5.745"M X. 5.745"MAX. 3.610" W oN9^EYz LITE 2-LEG WA L U3: E Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL HEAVY HEADER/SILL 6 LITE HEADER/SILL V1D � SCALE HALF SIZ Lu SCALE- HALF SIZE SCALE HALF SIZE SCALE- HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE lu �O W RE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON EXTRUSION 2.655' 2,655" 1.825' .875' 2.195' 1.230' 1 825" 2.195" 588 1:583" o _ 600 S10'" ry LTft�l 1 0. cv .62L' IL. ry v1 0 TY 10 1230" ry 831' 1.069, .105' ni TYP' 2 300" 250'. 4.510" 1985'. a• y�E 2.655' 2.365' wa $ .510' .460' (�1/o .085' MTir No- p m +7G�0m .895' LI" OR¢� C1 ..-k7+060' M Y a 2.195' no 4.510' 3 v g ar O7 SILL gO SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE: HALF SIZE Og EXTENDED SILL SCALE: HALF SIZE SCALE HALF SIZE SCALE: HALF 512E SCALE HALF SIZE SCALE: HALF SIZE 4. 140" 30.225 314" 4 603" 33'4 04 3" 21 2SB" 297" .060 750R .030R .054" .022" 1.625" .069" 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE .130' 4.510" 4.102" 3 221 054" 1 q CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE SCALE HALF SIZE a 105' ro TYP ^ 4.510' o n 1.570' .510a N 1^ ^ .341' .069 n N 0.080" ? II� � 1 0.080' 0.117' N-J�.060' .682" .630• ,096' m 2.822'co 0.115' OQ .o p9 �e�yg s 76 RADIUS CEILING HEADER/SILL N 0.096' N I 621 18b WALL SILL SCALE: HALF SIZE .180' .080, SCALE HALF SIZE tl ¢ R WPfRWR"LBBAW0PE o.oeo 15-2338 SCRAM ,420" PAGE DE6@IMONI t8o WALL SILL CLIP SCALE: HALF SIZE b .rr.125' (ll L 5' MAX. L 19 ANGLE SCALE. HALF SIZE NYLON WASHER POR ALUMINUM (NYLON BUSHING OPTIONAL) 14 x 2-3/4" 410 HT S S �-INSERTSCREW W/ C ULTRACOTE COATING YP TOP 8 BOTTOM) WASHER: 7/16-0 x 1/2" p INTERIOR JOINT TOP 7/16-0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR B24 BUSHING ASSEMBLY DETAIL SCALE HALF SIZE .623' LI10' N 3.443' 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK SCALE: HALF SIZE SCALE- HALF SIZE 5.500' x 13/16' WIDE AA m N .188 TYP 4.500' DELTA MODEL 2022 INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: HALF SIZE 20 RECESS SILL SCALE: HALF SIZE 3750 #10-24 THUMB SCREW - V N w a Q FOR USE WITH © AND ® ONLY 21 SLIDE ROD SCALE: HALF S1ZE .r- f .250- 357' .276' m .154' .137' 26 BOX CENTER INSERT SCALE: HALF SIZE 1978' 742' .236' 1.710' m m ^. vm .284 m V n � N h m N .160' 1.001.062' iv 31 MALE BOX CENTER SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY o 3200 HOLE .050" NYLON WHEEL 1100" .240" TYP AT EVERY OTHER INSIDE JOINT AT TOP CYLINDER -SOLID BRASS, NICKEL PLATED 22 ROLLER ASSEMBLY HOUSING -ZINC OICAST POWDER COATED SCALE: HALF SIZE NOTE. MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE. 23 BRASS PUSH LOCK SCALE- HALF SIZE 27 RAINGUARD SCALE: HALF SIZE 2.125' 1. 286' 3' 1.224' .267' . m �b m n n m m � o N N ^ .222'4-i .062' 32 FEMALE BOX CENTER SCALE: HALF SIZE 4.000' .500' i� m m y# .224' 2.000' 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE `1111III III/JI/ ��'•��,10EN '•.i ` No PE0046549 ��Q •'• STATE OF � ��G •••.'OCORIOP.•' C lS • 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE HALF SIZE SCALE HALF SIZE 0. w� rc �8 Fa m 7 �m wm 7/16"0 STAINLESS , V� I st s� 2j STEEL NUT NOTE ATTACHMENT SCREWS FOR FFiiC@@C@ .400' F: END STRIPS SHALL BE q10 TORX HEAD STYLE VARIES x OR PHILLIPS DRIVE SCREWS, 6 HAND -TIGHTENED ONLY. 38 THUMB SCREW SCALE- FULL SIZE250'.�-{ W m kbg qq4g g 1/4-20x1 OR 5/16-18x1 dd to MACHINE SCREW STAINLESS 5/16"0 IN 7 ERNAL STEEL m OOPIAfi11RWXLBBYWWPE THREAD o o�w NQ .I---i'.689' POWDER COATED. ZINC DIE -(AST 37 T—SCREW INSERT N ^ v t.DSO• 15-2338 SCALE. FULL SIZE cv SCALP, SECTION A 36 T—LOCK ADAPTER °� o .254 40a 40b 40c v/wPOPscacvrrortl 7.000' (OPTIONAL) l a ^ END STRIP 1" SCALE HALF SIZE 09� 39 2X7 ANGLE 2" & 3" EXT a SCALE- HALF SIZE X#•125' SCALE: HALF SIZE FASTENER P 16" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) EMBED. 17 of EDGE DIST. _ 13 ^^ 1 PUSH LOCK THUMB HREADED 1/3 SPAN EXISTING GL (EXTERIOR) TYPICAL PLAN VIEW SCALE: 3" = V-0- mm, DIST. ALT DIRJCT10N OF ANGLLEG- MI 0 062" THICK 6063-T6 A UM. ANGLE 1- x 1" MIN. MAX. (ANGLE LEG AY BE REVERSED) ASTENER @ 16" 0 C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE 1" MIN EDGE DISTANCE) EXISTING GLASS SILL, (INTERIOR) `\73111)111111, AL �\ �.•'1C • ��11 v�1 ��W o`;o�0-�• No EOD4651 / TATE OF � •. FLOR1Or;. ONAII, 1312 x 1/2" GALVAN12ED BOTTOM \-1/4-20 THUMBSCREW (EXTERIOR) OR S.S. SMS, 3/16"O ALUM INTO CENTERMATES 1/� v 1/4-20x1 THUMBSCREW INTO POP RIVET, OR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE THREADED HOLE LOCATED @ MACHINE BOLT & NUT SHALL BE 3/8" 1/3 SPAN TO 2/3 SPAN FROM Cad 16" 0 C MAX WIDTH UP TO V HEIGHT. BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY 5 B'-3" USE TWO THUMBSCREWS ON BLADES > B'-3", ONE dal 1/3 SPAN LOCKING DETAILS FOR SCALE 3" = 1'-0" 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 USED WITH CENTERMATE #29 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY BE 7/16" SEE END STRIP SCHEDULE FOR MAX SPAN WHEN (INSIDE) -2 ad J p SILL F- p I 7 In O ? USE (1) BRASS PUSH I LOCK ( 1 1 5/16-18 IIIWLITI-ILJIII THUMB SCR THREADEDINS(s l/EW INTERT O/-� AT 1/3 SPAN TO SPAN FROM BOTTOM OF SHUTTER. RECEIVING HOLE SHALL BE TO 1 MAX WIDTH, UP TO 1" 3 HEIGHT TYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST NTS END STRIP SCHEDULE P F PAN I" BID (2.7•) �0 62 72 low 00, 82 94" 94" 132 132 6" 75" 2' B!O®(3.7•) 62 72 95" BB" 62 72 7O 82 4" 1.6'x3' 45 93" x0.093' 2 8T' 7 60 83" 81" ANGLE 64 78" 70 75• 73 73' 2"X3' 45 139" x0.126- 62 129" 57 6D 123" 120" ANGLE 64 6' 70 1r 73 109' 2'X4' 45 145" X0.125• 52 135- 67 129' 1 5" ANGLE 84 121' 70 116' 7 (OUTSIDE)60 FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE, END STRIPS REQUIRE 1•X1-.090' CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE A a14x3/4• TEK II SILL SCREW OR I/4-20 BOLTTO END STRIP. TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST-pNa�`4 NTS < USING LOa, 40b OR 40c 40 USE APPROPRIATE STARTER STRIP TO 40b PROVIDE CLOSURE FOR 40 BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/#10x P' SCREWS AR ALTERNATE END STRIP DETAIL (HAAND-TIND-TIGHTEN ONLY) SCALE: 3" = V-0" ANY TRACK W/SCREW BOSSES. EXISTING GLASS (INSIDE) SILL � L!' N ""a z ulM E U�J 7 ZW ONyg n w,Uagg FQ S�QwLLNo, Z 11X11'' ILA 0.01 `p�c WW Ir �iw6 t01 "� W O NWa,. p Lu r 'DILI D (OUTSIDE) 1 -• 15-2338 I USE (1} BOX LOCK AT 1/3 PAOEOEsclllpr SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE. 3" = V-0- 2 FASTENERS EACH ANGLE — 1" x 2" x 1/8" OR 2"x2"x1/8" ALUM.ANGLE THREE 3/16*'0 ALUM. POP RIVETS OR THREE #12 SMS, TABLE A (m) PRESSURE VS ALLOWABLE LENGTH PSF 25Q'k1 No B/ 3'� Bl/e' 0 62 130" 188" 72 124" 179" 82 119, 172" 92 114" 165' 102 110" 160' 150 304' 147" 10 9, 131" 88" 114" ALUM. TUBE 6063-T6 ALLOY '- C2 CONNECTION TYPE SEE TABLE A FOR SIZE. � REFERENCE ANCHOR EXISTING �;• SCHEDULE FOR MAX STRUCTURE SPACING • \` REFERENCE HOR :EF' ON TYPE 7' M 13 I SCHEDULOR MAX SPACING 1/2" 1/2" ALTERNATE THRU BOLT 3/16"0 ALUM POP 17 RIVET OR #12 SMS _ C1 CONNECTION TYPE REFERENCE ANCHOR �w o (al 18" 0 C (TYP) SCHEDULE FOR MAX. SPACING MAY USE MALE OR I I FEMALE LOCK -SLAT) I I 1 13 CC3 TYPICAL CORNER CLOSURE DETAILS L� - �� GLASS OR DOOR NTS TABLE C, 9 CT f R�ATF ALLOWABLE CHEDULE FOR TABLE B (cc4) ALTERNATE THRU BOLSPAN T C5 CONNECTION TYPE REFERENCE ANCHOR BUIIDOUT MOUNT (DETAIL F) '``--- W O I`\ o PRESSURE VS ALLOWABLE LENGTH 'k 'X3'x SCHEDULE FOR MAX. MAX MAX PSF - 2WITH H/O WITH / 0 62 113' 166" 72 107' 157' 82 101" 14T 92 95' 13V 102 90" 13P 12D 83" 11" 150 74° 109" 200 64 94" FASTENER @ 18" O C IUSE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE)— 3/16 RIVET OR #12 2" x 2" x 090" 6063-T6 �L°� '•'�F SMS (0) 18" 0 C OR ' ALUM TUBE TYP. 7/4-20 NUT & BOLT g 17 5 (TYP) 3/16"O ALUM POP ALUM. TUBE RIVET OR #72 SMS miic 6063-T6 ALLOY (1° 18 O C. (TYP') SEE TABLE 8 2" x 5" x v8" ff o LL x FOR SIZE. 2 FASTENERS z CONTINUOUS EACH ANGLE 1" x 2` x .093" UMINUM ANGLE OPTIONAL ANGLE �AL INSI 6063-T6 ALUM THREE 3/16"m ALUM 17 ORIENTATION TYP ANGLE• TYP POP RIVETS OR 77 THREE #12 SMS, TYP 0 o 1" x 2" x 1/8" OR 2" x 2` x 1/8" 73 ALUM ANGLE USE MALE OR FEMALE LOCK -SLAT) #12 x 1/2" GALVANIZED (OUTSIDE) OR S.S. SMS, 3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET, OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT & NUT SCALE- 3" = V-0" p 18" O.C. GLASS OR DO( IUTTER DESIGN C1 CONNECTION TYPE SPAN PRESSURE REFERENCE ANCHOR 25 IN. -1-30.1 PSF SCHEDULE FOR MAX. 211N. �/-31.I PSF SPACING x� 1/4-20 MA¢t111aE�bR 0{,E00465, W/NUT (CAT 1j2";0 #14 SMS(aK6:' OC (TYP. TOP- tlOTTOM) �p��•.• STATE OF ' o So 'OZm 13 r �¢ O Saz� waw XN�m IFa=w� EF. WASHER(TYP) II 1" I 19 14 x3/4" SMS (n) 9" 0 C --/ ANGLE TO TUBE CONNECTION EXISTING 2" x 2" x 125" CONCRETE, EMBED. 6063-T6 ALUM.TUBE BLOCK OR 5 CONNECTION TYPE WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" ACCORDION SHUTT`EPL PER PRODUCT APPROVAL I I I r< APPLICABLE AT TOP �^ AND/OR BOTTOM'. ^^ je X s 13V xmm 1/2"MIN. Zo �' 2'x3'x% x CONTINUOUS OR 2" x 2.175" 1' g 9 6 X a o Z m a a o'^ ~ 2' x 1/e x CONTINUOUS 6061-T6 ALUMINUM ANGLE 0.9" MIN. THICK 6061-T6 fill �! 2" ANGLE FASTENED TO ALUM TRACK FASTENED TO ANGLE WITH 1/4-20 8 >>, �R EXISTING 3 KSI MACHINE SCREWS AT 3' g C4 CONNECTION TYPE CONCRETE HOST FROM ENDS AND 9' O.C. OOPAIXMTFRMI(L®OIAP00PE REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 SCHEDULE FOR MAX. SPACING 1/4'01_00 ULTRACONS 2-1/2' MIN. AT 3' FROM ENDS AND EXISTING CONCRETE SCALE• 4' O.C. FOR BALANCE HOST STRUCTURE (3000 P Ge D��ONI WITH I.Y.' MIN PSI MIN) - EMBEDMENT AND 2Si' EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES BLOCK OR WOOD FRAMING STAGGERED WITH 3` OINSIDE SILL MOUNT SECTION MIN. SPAC3NG,TYP.O BC LENT MOUNT EE SCALE: NTS Q SCALE : 3"= 1'- 0" FRANK L RENNAR00 V.E. REFERENCE CONNECTIONTYPE EXISTING `1111Ui11 /fY9046599 4"z,`ty,- FOR ASTM SCHEDULE FOR MAX. STRUCTURE ��� FOR AiTM °�- ESSENTIAL SPACING 1 �.• ••••• N GLASS FpbES CUnES w o > GLASS FACILITIES w S" MAX 1/4-20 MA •lal11JJ���BOLQA OR DOOR EE TABLE 4 ww m REFERENCEANCHORW/NUT (la "�tYZ OR SEE TABLE 4 F �'' - OR DOOR @FOR HVHZ & FOR HVHZ r a m m SEE TABLE 2 SCHEDULE FOR MAX. 19 #14 SMS (M 646.0 No PECI 6549 SEE TABLE 2 z FOR MIN. 73 ] w ❑ SPACING /2" (TYP TOP=&09TTOM) * - FOR MIN. 13 o w m O SEPARATION = = 2 'a - 10 f� - SEPARATION X N N W TO GLASS N o 0 5 '.• I:J a 1/4"-20 THRU BOLT W/ TO GLASS a = ¢ ,� #12 x 1/2" SMS (al 12," O.C. X Z ❑ Z m w r STATE BS LOCK NUT Cm 12" O.C. OR L r'�' m OR 3/16"0 ALUM. POP a Q Q w tin p #12 x 1/2" SMS [m 12" 0 C E 5. t9 �- Q g ° a r- ° �(OR`i-50�FCOR H. RIVETS (al 6" O.C. OR 1/4-0 u w w 0 h!J llN `- J yyyN���m OR 3/16-0 ALUM. POP w ❑ r OR S LL,,, E� ALUM POP RIVETS Cal 12" 0 C 4 (2 SI Nw RIVETS (nl 6" O.0 E S \ _ // ON OR 1/4"0 ALUM. POP RIVETS / rn 11 AND 2O w F J'Im!l111 1 pW (al 12" O.C. E.S. 1/4" MAX. FROM PIN - FOR w h V §� 1/4"MAX. FROM PIN ASSEMBLY ESSENTIAL 73 rw»� Ula �Q�LL,,,p> O AND 10 / GUIDE TO BUSHING 1/2" 1/2" TYP. GUIDE TO BUSHING FACILITIES rwp Zk ptm�Wzo o WASHER (TYP) SEE TABLE 4 ❑= i� JC r- w� ASSEMBLY WASHER IT YP I x r Z w w oN O 4 / 1/2" 1/2" TYP EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR GLASS &FOR HVHZ m t7 ° m w WW p.a W •' z ❑ BLOCK OR WOOD FRAMING SEE TABLE 2 z o z m REFERENCE ANCHOR FOR MIN. X K Q Q 3 d G m / EDGE SCHEDULE FOR MAX. SEPARATION F w a 0. r N W ? w 3 CONNECTION TYPE DIST. REFERENCE ANCHOR SPACING AS SHOWN TO 4 m WLU w / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) .� / DIST. REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX. r 3 CONNECTION TYPE IN DIAGRAM ON PG. 101 �A ^ .. �J SPACING ALT FASTENER ° �OR 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION FRONT AND w 0 �q SCHEDULE FOR MAX BACK ANCHORS NOT REO'D r; �, 1/4" MAX. FROM PIN BLOCK OR WOOD FRAMI rn y / \ SPrn ACING ALT FASTENER WITH THIS LOCATION 2 GUIDE 70 BUSHING P! LOCATION FRONT AND R CONNECTION TYPE 47 \ REFERENCE ANCHOR \ WASHER (TYP.) 1/4" MAX FROM BACK ANCHORS NOT RED'[) O INSIDE MOUNT SECTION SCHEDULE FOR MAX. `19 N `5 WITH THIS LOCATION w. s. PIN GUIDE TO SCALE : 3-= 1'- 0" SPACING - 8 n 5 CONNECTION TYPE o:8 BUSHING WASHER INSIDE MOUNT SECTION i REFERENCE ANCHOR ITYP.1 O SCALE 3"= 1'- 0" SCHEDULE FOR MAX. : EXISTING CONCRETE, SPACING a p / NOTE FOR DETAILS A. B. D, AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED 13 *'9 51 aC THE BASE TRACK MAY BE INSTALLED IN SECTIONS z WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION —m A MINIMUM OF TWO SETS OF ANCHORS AND IS A f TYP BOTTOM MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE . 3-= l'- 0" S USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK 0 AMING OVER THE GAPS BETWEEN SECTIONS c O XISTING 3 EXISTING CONCRETE, STRUCTURE y BLOCK OR WOOD FRAMING EDGE ST 4 CONNECTION TYPE C2 CONNECTION TYPE W/ EXTRUSION y2 a v EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED 5 CONNECTION TYPE W/ EXTRUSION (jl Pv TIRIElERENCE ANCHOR EO E SCHEDULE FOR MAX REFERENCE ANCHOR SCHEDULE FOR MAX. W SPACING SCHEDULE FOR MAX o SPACING AS SHOWN6' SPACING IN DIAGRAM ON PG 10) 141 OORO 1/2" m 1/2"3 L. OR AS M w W N GLASS SS N A w r w p , FA I 5 rwm 5�4 H. ❑ ° w OR DOOR & FOR HVHZ 13 r = ° 0 fx r•w #12 x 1/2" SMS @ 12" SEE TABLE D 'A = FOR w w r w m HIM , w ❑ 1/2" w r w O.C. OR 3/16"0 ALUM FOR MIN. o o N J (� IAS_ 13 I, = o �p H � ~ pe qqgg � r w > > POP RIVETS (al 6" O.C. SEPARATION ° m GLASS OR ll �L 1� ❑ 2 N i •- g ib EFOR SSEN� F''/'o°w° OR1/4"O ALUM. POP G �QQ DOOR &FOR HVHZ NUp" Ir ZpN FA�CI I SEE 73 = _ _ RIVETS Cal 12" O.C. °u 0. r FOR MIN. 2 o m O GLASS iF Z w w vI X Z OR DOOR---� L a k FOR N Q° w� SEPARATION Q J o Q 4 m HVHZFSEETNBLE 2 X w° Z m TO CLASS E u o m 1/4-20 S.S MACHINE N - < oar O AND O 1 4" MAX. FROM PIN Q SCREW & NUT (al GLASS -0 ASSEMBLY 1/2" 1/2' VIDE T HING b � 12" 0. C. Q TYP. AS IT r �' a ❑ _ - M 1/4" MAX FROM PIN m w o GUIDE MAX. FROM PIN w g• X w 4 CONNECTION TYPE 1/2'• GUIDE TO BUSHING 33 Q GUIDE TO BUSHING wA HER T iv X f WASHER IT VP) ED E - R REFERENCE ANCHOR � � � � S 6 in EXISTING CONCRETE, DIS SCHEDULE FOR MAX ECTIO L BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN o L NCOPYIRFR►vKLEeUHRWPa FRAMING BLOCK OR WOOD FRAMING L-C4 CONNECTI TYPE IN DIAGRAM ON PG. 1 1S-2338 © OR #12 x 1/2" SMS 1 •• REFERENCE AN OR SCHEDULE FOR MAX. - 3" x 3- x 1/4" CONT 4 CONNECTION TYPE Cm 2 SCHEDULE FOR MA SPACING SCALE: 6063-T6 ALUM. ANGLE REFERENCE ANCHOR 0 C. OR 3/16"0 ALUM SPACING Al I EASTFtIER EXISTING CONCRETE, PAGE OECCRiPTZION: (MAY BE REVERSED 0 SCHEDULE FOR MAX POP RIVETS Cal 6" 0.0 ON FRONT AND DICK OR WOO IS AS SHOWN DASHED) SPACING OR 1/4"0 ALUM PD BACK ANCHORS NOT REO'D WITH THIS LOCATION 9� RIVETS Cal 12" O C. Op WALL MOUNT SECTION E CEILING INSIDE MOUNT SECTI O WALL/BUILD OUT �7 SCALE : 3"= l'- 0" SCALE 3"= l'- 0" SECTION SCALE : 3'= l'- 0" LJ FOR ASTM ESSENTIAL FAGLIRES SEE TABLE 4 d: FOR HVHZ SEE TABLE 2 'i EXISTING GLASS 7fOR MIN. SEPARATION TO Z I STRUCTUR OR GLASS 13 0 DOOR 0 ir w w0u r u w p 1/4-0 ALL POINTS SOLID = w ¢ O SET ANCHORS s X M vai Z WITH 7/8" MIN. - EMBEDMENT IN ¢ _ 9 CONCRETE OR E r w BLOCK, 3" MIN C' SPACING AND w j 3.' MIN EDGE DISTANCE. 31, MIN ED DIST J 1/L" MAX FROM PIN GUIDE TO BUSHING WASHER ITYP.) GLASS OR DOOF TWO 1/4"0 WOOD LAG SCREWS C1 24" 0 C MAX. WITH 2" 3" MIN C THREADED PENETRATION "T" ED. DIST. INTO CENTER OF STUD EMS "T' - 1414 SMS Cal MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD 3, TUBE CONNECTION 1/4-0 ALL STUCCO FINISH 1" 4" x 175" POINTS SOLID m SET ANCHORS n 6063-T6 ALUM. TUBE WITH 7/B" MIN EMBEOMENTIN • THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR • EXCEEDS THE MAX, ALLOWABLE ANCHOR SPACING BLOCK, 3" MIN SPACING AND 3" O WALL MOUNT SECTION s G THIS DETAIL MAY MIN EDGE DISTANCE. SCALE 3"= 1'- 0" ALSO BE USED EXISTING AT TOP STRUCTURE ON -GLASS FOR ASTM ESSENTIAL OR DOOR FADLITIES SEE TABLE 4 k FOR HVH2 SEE TABLE 2 FOR MIN. SEPARATION TO GLASS 1L 16 OPASS THRU DETAIL SCALE 3"= T- 0" T LEG DIRECTION 1/4-20 MACHINE 121 6063-T6 ALUMINUM BOLT W/NUT ANGLES PER BEAM END, @ 12- O.0 OR S12E PER SPAN TUBE #14 x 3/4" SCHEDULE SMS T6" O.C. SPAN UBE PER DESIGN ACCESS HOLE SCHEDULE a r 5 6 Z 8� ❑C 14 16 V U rn ASTM ESSENTIAL FAGLITIES 13 M o TABLE 4 k FOR HVHZ SEE W Z¢ .E 2 FOR MIN. SEPARATION -' m TO GLASS _ 1/4"0 THRU BOLTS = 0: ¢ SEE BEAM r F r Z SCHEDULE FOR j E QUIRED NUMBER ��++ee o \\1`71111 1 / / NK 61 �� C� fVs• .!v = * : No PE00465 9 SPAN TUBE SCHEDULE - NUMBER OF TUBE SHUTTER ALLOWABLE TUBE SPAN NUMBEROF THRU-BOLTS ANCHORS (R�RS/EEO a�RIDP SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE Tll(3E// 60" 123.8" 135.2' 2 2 2 3 4" 7" 2k5'x 0,125' 96" 101.7' 106.9" 2 2 3 3 7" 7' 123" 89.9" 94.4' 2 2 3 _ 3 7" 7" 60' 129.1" - 157.0" 2 2 2 3 4" T 2'x6'51 0A25" 9" 114.8" 124.1' 2 2 3 - 3 7" 7' 123' 102.8" 109.6- 2 2 4 4 10" 10" 60' 13B.D" 196.9" 2 2 3 3 T 7' 2�c8'k 0125'E123" 122T 155.7" 2 2 3 4 115.4" 137.5' 2 3 4 52'x10'k158.1" 24OAr 2 2 3 40.1875'140.6"229.9' 2 3 4 6132.2" 203.1" 3 4 5 7 SPAN TUBE PER DESIGN SCHEDULE 1/4-20 MACHINE BOLT L(2) 6063-T6 ALUMINUM W / NUT Cal 12" 0 C ' I^ ANGLES PER BEAM END. OR #14 x 3/4" SMS C.)512E PER SPAN TUBE 6" O.0 SCHEDULE ALT LEG DIRECTION ACCESS HOLE EMBED. MAX. DESIGN LOAD = . 72 PSF BEAM SPAN SECTION w O r o SCALE : 3"= 1'- 0" r i 13 p w = u u X Z ¢ a F a 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4" TILE (TYP ) FINISH MATERIAL 3/4" PLYWOOD 1/4"0 A325 GRADE`THRU BOLT (1 7" 0 C OR 5/16"0 A325 GRADE THRU BOLT @ 12" 0 C. GALV. OR S.5 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 5" 0 C W/1-1/4" MIN EMB OR 1/4"0 LAG SCREW Cal 9" 0 C W/1-7/8" MIN EMB IN WOOD SG=O 42 TO 0 55 2" x 5" x 1/8" CONT. ALUM ANGLE (6063-T6) (MAX DESIGN LOAD x 72 P S F.) EXISTING WOOD TRUSS OR RAFTER 1/2" 1 3' Cal 24" MAX 0 C 1-1/2-1 EXISTING FINISH i MATERIAL- J..� x 4" x 1/8" /TJE ALUM TUBE W/ Ti� 1/4"0 WOOD LAG SCREWS WITH 2-3i MINIMUM THREADE PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS' 24" O.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS MORE THA \ 6". EXTEND TUBE TO NEXT TRUSS \ Cal 6" O (MAX DESIGN LOAD : 72 P.S.F.) SPAN TUBE SCHEDULE NOTES: x x 4" ANGLES FOR 2"x5" & 2"x6" BEAMS. 2. USE 2"x5'xl/4' ANGLES FOR 2"xB" & 2"x10" BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. i 1/ 2" / O ii \ w " JTM O I 1 w y 2" x 5" x 1/8" 6063-T6 w w r -� m ALUM ANGLE W/ THREE 1/4"0 WOOD LAG // O 13 m r=- Z ,_-, W o SCREWS WITH 2-3/4" MINIMUM THREADED PENETR. "T" IN WOOD C1 X w ¢ O Z m ¢ r EACH RAFTER OF TRUSS, � p 24" O.0 MAX WHERE w N ANGLE EXTENDS BEYOND ¢ LAST TRUSS MORE THAN 6". EXTEND ANGLE TO NEXT TRUSS. MOUNT SECTION OTRUSS SCALE : 3"= 1'- 0" N D� z Lum $£ .~. m DLLn 4" m g1� 0r rL N�XSI�gw6 Na:°­z- �W �W U3O G m u% s W83 z U3 p N rniQm 7�eOm 3 S 15-2338 9GLE. - FM OE9CIIUMON• rl3 0 GLASS OR z w FOR M p a FOR IN F E WOOF SS TA L 4&FOR F 0m T LE w 2 FOR MIN. = G a: 2 FOR SEPARATION TO M a p SEPARATI CLASS X In W GLAS zrr w� 20 V=i 2 '50" / 1/4"0 TAPCON (al 24" - O C WITH 1-1/4.. MIN > o EMBED jW EXISTING CONCRETE OR \ BLOCK ONLY WOOD d \ FRAMING & WOOD ANCHORS d / -JOT ACCEPTABLE M1 2" \ DIST \\ 3 O RECESS SILL DETAIL \\ SCALE : 3"= V- 0" SP A N / 1/4" MAX FROM }, PIN GUIDE TO r 3 BUSHING WASHER ITYP ) \ u 6 - TYP BOTTOM LL? p$TM �E �JAL EACIL TIE" AB /F GLASS OR DOOR 2" FOR ASTM ESSENTIAL �( ; No FACILITIES SEE TABLE * GLASS OR DOOR m 4 & FOR SEE TABLE 2 FOR MIN. W I---- O SEPARATION TO GLASS m ----I --- --- SEE- W F w p r I I Q � '. ST "SEE ¢ r w w r N 2 j VI p m I I I ..-. F` Sl MIN. ONTO H VISA =rZ=p 4., MIN /�s4 ,A1 ///O,`` _ 3 Z 13 X w tt N � 020 3 ON TYPE IANCHOR E ° a RADIUS HEADER MOUNTED PARTIAL ELEVATION L J N REFERENCE G N 8 SCHEDULE FOR MAX. `] SCALE: 3' = 1'-0" Q G SPACING 250" , .250" vai �C6 CONNECTION TYPE w r 18b EMB REFERENCE ANCHOR 8 en_ o SCHEDULE FOR MAX w SPACING 07 G r EXISTING zz DIST. STRUCTURE - / EXISTING HOST STRUCTURE O WALL MOUNT SILL DETAILVISTING FINISH EQ E . w m 1/4" MAX. FROM PIN ATERIAL SCALE : 3'= 1'- 0" w GUIDE TO BUSHING ODECORATIVE FLOOR TRACK DETAIL SOJR©CUT IN 4" INTERVALS WASHER (TYP ) SCALE : 3"= 1'- 0" TO FO RM�U�E (SEE N a DETAIL P1 P FOR ADDITIONAL F 4 INFO) TYP Top&BOTTOM FASTENER C.T EACH 4" CUT _- n SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO o 0 VERIFY ANCHOR SPACING IS ACCEPTABLE 13 b v v v b'P ao H w �i o'�'r H � 3o V V V V b V 3 0 f 2 1'xl"x1/8" & 1"x2"x1/8" 6063-T6 ALUM ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS CONTINUOUSREINFORCEMENT IS NOT REQUIRED 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 Pi SCALE: 3" = 1'-O" 1"xl"x1/B" & 1"x2"x1/8" 6063-T6 ALUM ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK WHERE FRONT OF EXTRUSION IS CONTINUOUS, REINFORCEMENT IS NOT REQUIRED. MB :' APPROVED MOUNTING CONDITION, MIN. OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. ALTERNATE P2 SECTION FOR SHUTTERS SCALE: 3" = 1'-0* o F� 11/4" MAX. FROM I 1/2.. TO BUSHING WAS EXISTING 1/4-20 MACHINE BOLT STRUCTURE W/ NUT Cal 2" 0 C AT (ISERVALS TPIP2MATERIALONNECTION EXISTING FINISH !ORMUT TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER Cal EACH 4.. PIECE OP CURVED TRACK SECTION DETAIL SCALE : 3"= 1'- 0" a W al ¢ �Lmg! 3" w �, LO 6' &' ow ' .4� 15-2338 LCALH - - PAGE DEXCRUnTDN` N ANCHOR SCHEDULE: rj rif 0 ANCHOR LOAD (Pt) 2.5" MIN EDGE DISTANCE Spans Up To V-0" CONN TYPE Cl C2 C3 C4 CS C6 S ans U To CONN Cl C2 C3 C4 Cr C6 Spans Up To 13'-0" CONN TYPE Cl C2 C3 C4 CS C6 114" ITW TAPCON OR ELCO ULTRACON WITH 1-314" EMBED (3192ps1 MIN CONC) 0-- ' 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5' 1 16.0" 13.0" 15.5" 16.0" 6.5" 6.0" 9.5" 9.0" 62 16.0" 16.0" 12.5" 12.0" 16.0" 14.5" 16.0" 16.0" 8.0" 7.0" 13.0" 10.0" 11.0" LD.D" 5.0" 4. D" 6.0" 7.0" 72 16.D" 16.0" 10.0" 9.5" 36.0" 12.5' ISS' 16.D" 6.5" 6.0"- 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 110 14.5' 14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0" 4.5" 6.0" 7.5' 6.0" 5.0" 200 7.5" 6.0" S.0" 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 1/4" MILLENIUM MILLFpST WITH 1-3/4' EMBED (3275psi MIN CONCRETE) 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 10.5" 16.0" 14.0" 14.5" 14.5" 6.5" 6.0" 9.0" 9.5" 62 16.0" 16.0" 13.0" 12.0" 16.0" 15.5" 16.0" 16.0" 8.0" 7.0" 12.0" 11.0" 10.0" 9.0" Iff. 4.0" 5.5" 7.5" 72 16.0" 16.0" 10.5" 9.5" 16.0" 13.5' 14.5" 14.5" 6.5" 6.0" 9.0" 9.5" 8.5" 7.0" 4.0" 4.5" 6.5" 110 13.0" 13.0" 6.0" 5.5" 8.0" 9.0" B.0" 7:0" 4.0" 4.5" 6.0" 6.5" 5.5" 5.5" 200 6.5" 5.5" S.S' 6.S" 5.5" 5.5" 6.5" 5.5" 5.5" 1/4" ELCO CRETEFLEX S54 W/ 2" EMBED (3350psi MIN CONC) 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15. 16.0" 16.0" 16.0" 16.0" 30.0" 8.5" 12.5' 14.0" 36.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 1 2.0" 16.0" 14.5" 13.5' 7.0" 6.5" 8.0" 11.0" 72 16.0" 16.0" 1 S;; 14.5" 16.0" 16.0" 16.0' I6.0" .0' 8 .5' 14.D" 12.0" 10.5' 6.0" 5.0" 6.5 9.5" 200 16.0" 10.0" 16.0" B.0" 9.0" 5.0" 8.0" 4.0" 11.5" 5.0" 13.0" 8.0" 12.0" 10.0' 1 8.0" 6.0" 5.0" 4.0" 5.0" 9.0" 8.0" 10.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1-3/4° EMBED (3192ps1 MIN CONC) BED (3192psi MIN CONC) 1" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 qg 16.0" I6.0" 7.5" 7.5" 16.0" 7.5" 16.0" 16.0" 5.0" 4.5" 16.0" 5.5" 35.0" 15.5" 9.5" 62 16.0" 16.0" 5.5" 5.5" 16.0" 6.0" 16.0" 16.0" 12.5" 4.0" 10.5" 9.5" 6.0" 72 16.0" 16.0" 4.5" 4.5" I6.0" 5.0" 15.0" 15.5" 9.S' 9.0" 7.5" 4.5" 110 14.0"6.5" 8.5" 7.5" 4.5" 7.0" 6.0" 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0, 1/4' MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275ps1 MIN CONCRETE) 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" 16.0" 9.S' 11.5' 11.5" 62 16.0" 16.0" 9.0" 8.S" 16.0'. 10.5" 14.0" 15.0" 5.5" 5.0" 9.5" 7.5" 8.0" 7.5" 72 16.0" Sfi.O" 7.5" 7.0" 16.0" 9.5" 11.5" 11.5" 4.S' 4.0" 7.0" 6.5" 6.5" "I., 4.5" IID 10.5' 10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5" 4.5" 20D 5.5" 4.5" 5.5" 4.5' Z Ou 1/4° ALL -POINTS SOUD-SET ANCHOR W/7/8' EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) •� 1-1/4" MIN EDGE DISTANCE Cl C2 C3 I C4 I CS C6 Cl C2 I C3 C4 I CS I C6 Cl C2 C3 C4 CS C6 48 16.D" 16.0" 9.S' 9.5" 16.0" 10.0" 16.0" 16.0" 6,0" S.5" 16.0" 7.0" 10.5" SI.O" 3.5" 3.5" 6.5" 4.5" 62 16.0" 16.0" 7.0" fi.5" 16.0" 8.0" 13.5" 14.5' 4.S` 4.0" 9.0" 5.5" 7.5" 7-.. 4.0" 3.5" 72 16.0" 1fi.0" 5.5" S.5" 16.0" 7.0" 10.5' 11.0" 3.5" 3.5" 6.5" 4.5" 6.0" 5.5" 3.0" 3.0" 110 10.0" 10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" 3.0" 3.0" 1.0" 4.0" 200 5.0" 4.0" 5.0" 4.0" 5.0" 4.0" 1/4" ALL -POINTS SOLID -SET ANCHOR W/7/8"EMBED & 1/4-20 SS MACHINE SCREW (30DOpsl MIN CONC) •� 3" MIN EDGE DISTANCE Cl C2 C3 I C4 I CS I C6 I Cl I C2 I C3 I C4 C5 C6 Cl I C2 I C3 04 C5 C6 48 16.0" 16.0" 16.0" 16.0" 11.0" I6.01 I6.0" 16.0" 14.0" 13.0" 16.0" 16.0" I6.O" 16.0" 8.5" 7.5' 11.0" 12.0" 62 16.0" 16.0" 16.0" SS.D" 16.0" 16.0" 15.0" 16.0" 10.0" 9.0" 15.0" 13.5" 12 ': LI.5" 6.0 5.5" 7.0" 9.0" 72 L30 16.0" 16.0" 16.0" 16.0" 13.0" 8.0" 12.0" 7.0" 16.0" 10.0" L6.0" 11.0" 16.0" 10.5" 16.0" 9.0" 8.5" 5.0" 7.5" 4.5" 11.0" 5.5" 12.0" 8.0" IO.S' 8.5" 9.0" 7.0" 5.0" 4.0" 4.5" 3.5" 5.5" 4.5" 8.0" 6.5" 200 8.5" 7.0" 4.0" 3.5" 4.- 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3,5" 4.5" 6.5" 1/4" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1' EMBED (3000psi MIN CONC) 2-5/8" MIN EDGE DISTANCE Cl C2 I C3 C4 I CS C6 Cl C2 I C3 I C4 C5 C6 I Cl I C2 C3 I C4 CS C6 48 16.0" 16.0" 16.0" 16.0" IN 16.0" 16.0" 16.0" 16.0" 7.5" 9.0" 62 16.0" 36.0" 12.0" 0" I6.0" 14.5' 15.0" 16.0"5" AN NO 72 16.0"16.0" 9.5" 9.0" L6.0" 12.S' 12.0" 12.5"0" =9.5'16.0;0" Al2.5"5.5" 0LID 11.0"11.0" 5.5" 5.0" 6.5" B.5" 7.0" 6.0"0" S.D"200 5.5" 5.0" SS"0" 1/4' POWERS SE DROP -IN W/ 1/4-20 SS BOLT AND I" EMBED (3000ps1 MIN 3-1/2" MIN EDGE DISTANCE Cl C2 I C3 I C4 CS C6 I Cl I C2 I C3 C4 I CS C6 Cl C2 C3 C4 CS C6 48 16.0" 16.0"L16O16,0 16.0" I6.0" 1fi.0" 16.0 11.0" 10.0" 16.0 14.0" 13.0" 13.0" 6.5" 5.51 8.0" 9.5CONC) 62 16.0" 16.0" 1fi.D" I5.5" 16.0" 16.0" 8.0" 7.0" 10.5" 11.0" 9.0" B.0" 5.0" 5.0" 7.5" 72 16.0" 16.0"16.0" 13.57 13.0" 13.0" g.5" 5.5" 8.0" 9.5" 7.5" 6.5" 6.5" 110 12.0" 11.5" 7.0" 9.0" 7.S' 6.S' 6.5" fi.0" 5.0" 5.5"200 6.0" 5.0"5.5" 6.0' S.0" 5.5" 6.0" 5.0" S.5" 012 SMS W/ 2" EYEWALL (2000psi MIN CONC) ARMOR INSERT W/ 2" EMBED[_T2D0 2" MIN EDGE DISTANCE Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 L3 C4 CS C6 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 1.0.. 7.5" 16.0" 9.5" 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" 16.0" 16.0" 9.5" 9.0" 16.0" 10.5" 16.0" 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" S. 5.0" 16.0" 16.0" B.O" 7.5" 1fi.0" 9.5" 14.5" 15.D" S.O" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" 13.5" 13.5' 4.5" 4.D" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5" 4.0" 7.0" S.S. 3.5" 3.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" 7.0" S.S' 3.S' 3.5" #12 SMS W/ 2.75° EYEWALL16.0" ARMOR INSERT W/ 2.5- EMBED (2000psi MIN CONC)16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" ll.5' 31.0" I6.0" 14.0" 16.0" 16.0" 7.0" 6.5" 11.5" 9.5" 16.0" 16.0" 13.5" 13.0" 16.0" 15.5" 16.0" 16.0" B.5" 8.0" 16.0" L1.0" 13.5' 12.D" 5.5" 4.5" 7.5" 7.5" I6.0" 16.0" 16.0" 11.0" 6.5" 10.5" 6.0" 16.0" 10.5" 13.5" 9.0" 16.0" LE 16.0" 9.S" 7.0" 4.5" 6.S" 4.0" 11.5" 5.5" 9.5" 6.0" 11.0" 9.D" 9.5" 7.5" 4.5" 3.5" 4.0"6.0" 3.0" 6.0" 9.0" 7.5" 1 3.5" 3.0" 1 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" C'c" 1l .,7C FRANK L. BENNARDO P.E 2 z 5 (TYP.) 2 S (pl OUTSIDE `1\\ / APE0046549 :n TOP FLANGE ANCHOR (SEE SPACING SECTION XI ` .••""' '1� py� O �.• LICEIV4 PE00465gg .� O O O _ - 7 z 5 ITYP.1 7 x S R(o1I INSIDE 3 OR 0 HEADER:a �LL * _ C IN= BOT. FLANGE ANCHaR (SEE SPACING••, SECTION X) s ST ATE Op f®I� SIDE CLOSEST TO OPENING- sS1�O gL ENG� 'ya oN LL u NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING //I I1)I i111\\\1 ZW W U SPACING DIAGRAM FOR Cl CONNECTION TYPE: 5 Cl CONNECTION TYPE USING PIECE ® OR 3� pLm F WW ON� �w 7 / blo COMBINATION &I N pC d ; 2 x S (TYP 1 Il / COMBINATION 0 W 9 / COMBINATION ID p .1 O 1x S(7YP)2z5(TYP) n NOTE- "S" INDICATES ANCHOR SCHEDULE SPACING W�p SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: -gg� - C3 CONNECTION TYPE USING PIECE ©0 WITH OUTSIDE fa ANCHORS ONLY N m C4 CONNECTION TYPE USING PIECE QB OR © WITH �? O m OUTSIDE ANCHORS ONLY pa W ANCHOR NOTES: v W 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING a ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE E Q LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P9 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 3 a S ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR ¢ a EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER o� THAN OR EQUAL TO SHUTTER SPAN, - N 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE S VaC � Vaq ONLY. E ll 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED a� IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT 6� LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER - FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS o VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADE%LATE WOOD FRAMING 2 MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR Q SIDE CLOSURE PIECES. B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL 8E LOCATED IN CENTER OF NOMINAL 2' x 4" ((MIN.) WOOD STUD. 3/4" 1111 w EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALLHAVE PHILLIPS PAN HEAD OR HEX HEAD. B 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 3/2° ENGAGEMENT OF THREADS IN C0Pfl 01Rn=LEEI,AIDDFE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 15-2338 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALE. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DINIOIDRION. NUT OR WASHER WINGNUT. 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK I 1 I1 FRANK L BENNARDOf P.._ Y PE0046549;, `�I1111 i LICE �y� ND PE004654 '; O - �0 STAORIDPTE"OF �iN s ANCHOR SCHEDULE: WOOD (G=0.55) So ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT. '•�/,•' W �m J `.'P 4 �NLL D W al Lu (3 I< g Z%C C60 W ul pj �oC / O W �a r ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCKW .4 �U)m '�' ANCHOR SCHEDULE: WOOD (G=0.42) pv a zmtifL , m E a f o PC o w G E_ 3 7 0 5 m Rxxg H m o WIN e� �5 • y9 [OP0WFRMLBENA=PE- ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. 15-2338 SCALE: - MG! DltL7G►TION• u/^JGJ L.J G o s � ANCHOR LOAD iPsIJ 4` MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 C3 � C4 CS Spans Up To 6'-B" CONN TYPE Cl C2 C3 C4 � C$ Spans Up To 13'-0" CONN TYPE Cl C2 C3 C4 C6 p � S 16" IIW TAPCON XL W 2-1/4" MIN. EMBED 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"16.0" 62 1fi.0" 16.0" 16.0" 1fi.0" 16.0" 16.0" 16.0" 12.5" 11.5" 16.0" 16.0" 8.0" 17,0" 10.0" 72 110 200 Sfi.O" 16.0" 12.0" 16.0" 160" 10.0" 16.0" 10.0" 5.5" 15.5" 16,0" 9.0" 19.a" 4.5" 6.0" 16.0" 19.s" 12.0" 16.0" lz.s" 10.0" 10.5" 6.s" S.5" 9.5" s.s^ 4.5" I6.5" 7.5" 6.0" 19.5" 12.0" 12.0" 12.5E 1 .0" 0 10.0" 8.0" 6.0" 6.0" � w 5 Da, � � � S/16° ELCO ULTRACON W/ 2-1/9' MIN. EMBED 48 16.0" 16.0".13.5" 13.5E 16.0" I6.0" 16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 62 16.0" 1fi.0"8.5" 16.0" 12.0" 32.5E S.5" 5.0" 8.0" 6.5" 6.0" 72 16.0" Ifi.O"7.0" 14.0" 9.5" 9.S" fi.D" 5.5" 110 8.5" 8.5" 200 S12 SMS W/ 2° EYEWALL INSERT W/ 2° EMBED 2" MIN EDGE DISTANCE Cl C2 C3 C4 C$ Cl C2 C3 C4 CS Cl C2 C3 C4 CS 16,0"16.0"30.5"10.5"16.016.0"16.0"6.5"6.5';16.0"12.5"12.5"4.0"3.S' 7.5"ARMOR 0"7.5"7.5"16.0"16.0"fi.0"4.5" 30.5"9.0"8.0" 3.0"S.0"0"6.5"6.0"16.0"4_0"3.0" �48 3.0" 6.0" S.0" 3.0" 6.0" 5.0" 3.0" 3/4" MIN EDGE DISTANCE � LOAD Spans Up To 6' G rn � O p� x rn ANCHOR LOAD s iP � 3/4" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 C3 C4 C$ Spans Up To 8'-e" CONN TYPE Cl C2 C3 C4 C$ Spans Up To 13'-0" CONN TYPE Cl C2 C3 C4 C$ v c t 1/4" LAG SCREW WITH 1-3/4 MIN THREAD PENETRATION 48 16.0" 16.0" 9.0" 9.0" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0" I6.0" 16.0" 3.5" 3.5" 10.0" fit 16.0" 56.0" fi.5" 6.5E 16.0" 16.0" I6.0" 4.5" 4.0" 13.5" 11.5" 10.5" 2.5" 2.5" 6.0" 72 16.0" 16.0" S.5" S.S' 16.0" 16.0" 16.0" 3.5" 3.5" 30.0" 9.5" 8.0" 2.5" 2.0" 5.0" 110 15.0" 14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" 200 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" V o O 3 1141 SMS f:14 WOOD SCREW OR /4° �DWER$ TAPPER+ WITH 1-3/9" MIN THREAD PENETRATION 48 16.0" 16.0" 9.5" 9.5" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0" 11.0" 11.5" 3.5" 3.5" 7.0" 62 16.0" 16.0" 7.0" 6.5" 16.0" 14.0" 15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5" 72 16.0" 1fi.0" S.S' S.5" Ifi.O" 11.0" I1.S' 3.S' 3.5" 7.0" 6.5" S.5" 2.0" 2.0" 3.S' 110 10.5" 10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3,5" 5.0" 4.5" 2.0" 2.5" 200 5.0" 4.5" 2.0" 2.5" S.0" 4,5" 2.0" 2,5" 5.0" 4.5" 2.0" Z.5" 0. 1 125, 4 0.125E 0.032E 0.032E 0.196E --- 45° I \ 1 1 1 I 02.875" -{ r 0.188" 03.250" GHT-N-VIEW WINDOW SABIC PLASTICS SLX1431T-UL-94HB rr RECTANGULAR INDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES [LA �--4 3.5" MIN. TYPICAL 1.500" x 6.000E HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW 4 BLADE W/ RECT. WINDOW 13 N.T.S. EXTERIOR ELEV ROUND WINDOW ASSEMBLY EDGE FACCORDION SHUTTER BLADES df o Z N (0 _ K f00 I III 2.875°0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY ROUND WINDOW ASSEMBLY 1 BLADE W ROUND WINDOW 13 N.T.S. EXTERIOR ELEV 0.145E 1.210" 0.145E c 0 12" MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM 3.5° MIN, TYPICAL 2.875"0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE BEN , EDGE OF ACCORDION LL ' No PE004654 SHUTTER BLADES O STATE OF i 'C�'.fCOR10?'. •' I //III IIIIII z LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIOR ELEV 12" MIN FROM EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM I I SHUTTER BLADES r .161E .093" -} .020E o @ o ri n � -- 118E L �DIA. 0.500E O.SOD° b ry o (INT.) N A (EXT.) 145" p 0.355E o 1.856" 0.177E , .355E e SECTION A -A 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 1 I I IIII I I 1 I 1.500E x 6.000E HOLE (TO / RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE 3 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH 0.075E MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161". ATTACH TO BLADE WITH (6) #4 SS SCREWS OR BOLTS WITH NUTS. O N O /0W m $ i .02 W V�LL WUi uN znR Ua 05 co x Ozte go bW rL W W o,, U W S Z E ,CCd OW 'o mlLL N"15-2338 I M