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HomeMy WebLinkAboutProduct Approval 7 C BCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us q BCIS Site Map Unks Search dAorida ro ;-�uct ApprovalLs`•.? ERPublic User vrtvf Pairs `� YiYi Srr.-rrvrd w'a Product Approval Menu>Prodnrt or Aoolication Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. - 0 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.odf FL13757 R6 COI indeo2.odf FL13757 R6 COI I'ndep3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI.13757 R6 Eauiv EouivIx FI.13757 R6 Eouiv EDuiv2.odf FL13757 R6 Eouiv Fnuiv3.0df Sections from the Code Product Approval Method Method.1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 iI Dw01.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use.in HVHZ:Yes FL13757 R6 II Dwo2.0df _Approved for use outside HVHZ:Yes Verified By.:.Frank L.Bennardo,P.E.PE0046549.. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.0df span/pressure combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwa3.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc. Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: Fog -�- te a ® Credit Card Safe r I I 1 FP/WKL549 NAR°O,P 6. 8 ACCORDION SHUTTER \ & FOR USE WITHIN AND OUTSID5,THVH �,��;,• I M s 2C1 TABLE 4 C>f NO PE00465 TABLE 1 TABLE 2 ALLOWABLE SPAN SCHEDULE =-0 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 7(- i1 FOR USE WITHIN THE HVHZ � FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY =;O I HVHZ HVHZ MINIMUM SEPARATION SCHEDULEST' 7 POSITIVE POSRNEWIND HVHZ Fl3O1•I�S - NON-HVHZ � ,� OP �� MINIMUM SEPARATION % �7E :LU m 82: t DESIGN WIND LOAD LITH OAD ATH. ?, NEGATIVE DESIGN SHUTTER R FROM GLASS moi.<ORIDA.•.• ��LLN mm WIND TES WIND LOAD INSTALLATIONS INSTALLATIONS POSRWEAND ° LGN SHUTTER INSTALLATIONS INSTALLATIONS // I4 R r. UNIMATE 78 ALL PRESSURE SPAN s30'ABOVE >30'A60VE DESIGN P URE SPAN // NAL EN x� q 11 LOAD(PSF) OR]t a ]7 MOUNTING (PSF) GRADE GRADE WIND NEGAAD�ND ( 53dABE >30 ABOVE //1111111111 \ OW u�t7 O 0 GRADE GRADE O O CONORIDNs^ (IN,) (IN.) LOAD MOUNTING IN.) z o 239 154• 158• 158' 28.3 158' S.T 3.5' CONDITIONS- 60• 3.1' 1.1' ZX St m Oa 25.0 159' 156• 156' gg• 3.0• 1.6• 154• 3.1' 1A' WW V,y W^pi 30.0 147' 158• 154• 30 - 55.0 155• 20• 3.1• 1.9• �-0-11^ 120' 3.0' 1.B• 60.0 148• 64' B.B. 3.5• N EL- B i L9 35.0 1l2' 150• 158• 158• S.T 35• 85,0 163• 60' 3.1' 1.1' W 1 I 40.0 137' td5' 136' O W u, ' 60• 3.0' 1.1• 70.0 1378 99' 3.1' 15' ID 45.0 133' 141' 158• gg• 3.0• 1.8' "I O 50.0 128' 137• 156• � .0 133• 109• 3.1• 19' .... 108• 3.0• 1.81 80. 128• 120• 3.1' 22' 55.0 124• 134• 155• 120• 3.0• 2T 65.0 125• 132• 5.8• 2.7- 40.0 124' 131• 148• 13T 5.T 28• 90.0 1 158• 5.8• 4.3' _a; 65.0 721• 129• t 143• 145• 5.7- 35• BSA 118• ffi20- 3.*'...V 1' 70.0 119' 126' 13T S 75.0 11T 124' 133' 60' 3.0' 1.1• 100.0 115• 1' 1.T 89• 30' 1.T 105,0 117 1• 20• N 80.0 115' 122' 126• rp 100• 3.0' 20' S0 Y 11 05.0 113' 120• 125' 110.0 110• 1• 2 S5- W C 80.0 11T 118' 121' 120• 3.0• 25' 115.0 tOT 8' 3.1' F a a 95.0 110' 11T 1181 137- 5.7' 35' 120.0 105' 8' 52' y O m 100.0 109' 115• 115• 80' 3.0• 12' 125.0 103• 1• 11' OS n 0 89' 3.0• 1.9• 130.0 101• O 1°5.0tOT 112• 11T 1• 18'110.0 106• 110• 110' 108• 3.0' 22• 135,0 99' 80 .1• 21•115.0 105• 107- 107- 131• 5.T 35• 140.0 95• .1• 27- 120.0 104• 105• 105' 60' 3.0' 12• 145.0 BT 148• 5.8' 5.01 ( , F I 125.0 103' 7U 84• 3.0' 15• 150.0 89• 80' 3.1• 1.1• _ F..+ w 130.0 101• 99' 3.0• 20• 155.0 88• B4• 3.1• 15• \. 1 E 3= 135.0 9g• 128' 1 5.7• 351 160.0 83• 70 BB• 3,Y 19' o g v 140.0 BS' 60' 3,0• 12' 185.0 87' 120• 3.1• 3.0' a P• 145.0 9T 84' 3.0' 1.7' 170.0 78• _ 13T 1 5.8• 4.5` m 150.090 89• 99' L 3.0• Z.3' 175.0 78• I„ 1554 BB' 118' 1 35• 35• 180.0 74' 84• 3.1• 1,6' C�_ ^ 180.0 B3• 60• 1 3.0' 1 1.3• 185.0 7T 90 99' 1 3.1• 22' T4V, 4' 165.081• 110 �• 3.0' 19' F_190.0 70• 120• 3.T 3.8' I Y ! 170.0 70' 99' 3.0' 2 - 195.0 6B• 121' 5.8• 3.7- 175.0 _ 78' 110• 3.3' 3.3• 1 200.01 631 8°' 3.1' 1•T f 180.0 74•-- 60• 3.0• 1.3' 84' I 3.1' 185.0 7T 120 84• 3.0' 1.9' ••FOR ANSIAND PRESSURES,LDOUT MOUNT S EUM 110 99• 31• 2.5* Pep 70• 105• I 3.1• 3.1' 110' 3.3• _ YY gg ! 19 0 gg. TABLE C ON SHEET 6/13 3.3• a ^ p _ ••FOR BUILDOUT MOUNT MAXIMUM SPANS PRESSURES,SEE p j 200.0 - 1 �• TABLE C ON SHEET 6/13 120 99, 1 ai• §H Z� Y$8 f 105' 1 3.11 3.0• Qp I i1 TABLE 1 AND 2 NOTES: ' Q i 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: QG i s COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 5 4 I ! 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN // J\ MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN U `vel TM 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN • PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. ^ SCHEDULE•ABOVE ARE MAXIMUM ALLOWABLE DESIGN g" 3. 'THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. �3R 1 I (OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: `v( 3. NO SEPARATION FROM GLASS IS REQUIRED FORD I C IT is PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE ? ALLA S IN WIND ZONES 1 THROUGH 4 OUTSIDE OF DOPY MRWDO RLBOM PE j 'BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HQ1- ^t; ANDOUTSIDE OF ESSENTIAL FACILITIES. Z S'233 B THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES w N 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND _ AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE ?1 ! I NOUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT HOST STRUCTURE D NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE DESCR7P7I014I EE :PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 'M N 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT "'" ""' ' S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT i PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRIC,gI�IE PROTECI'fN PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, w THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPA SHALL BE BE USED. I USED. ` i L i/// FRANK .UE NMDO,P.E. B` // I LI549 CENy,., L i Ao 46549 :0��'• STATE OF .�1� Z �i�ss'F��RIDA.,•''�� o W m..8� , GENERAL NOTES: 0NALENG\\ w� S27LL �u 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z ow u �a CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE k> a ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE 0 oL i z F WTHIS SYSTEM MEETS MISSILE LEVEL'D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN a„ G� E3996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION WoN 9 bIu'g 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 0,+w^oz REQUIREMENTS AS DETERMINRMINED PER SEPARATE E D IN ACCORDANCEACCOWITH ASCE 7 AND CHAH THE PTER 1609 VERNING OF THE FLORIDA —TOP TRACK DE.PRESSURE 3 IL _ Epp Ul w � ' BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 'D p m 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. - r 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR: S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND M -� ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL +I CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Z J PLAN C^' 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND CL M VIEW LOAD DURATION FACTOR Cd a 1.6 WAS USED FOR WOOD ANCHOR DESIGN. In< w 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 o ii--a.1 o r S�.{ALL BE USED. w rn p m 8. S EESYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ="' m•s Qo m p o. Lj 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL N J Zm' ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ g °J PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢r f< 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. g — NE rr n ,10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w uS c CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w ''E 3 D VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM to a o g THE STRUCTURAL SUBSTRATES DETAILED HEREIN. „ < R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDINGm�� m a OFFICIAL MAY REQ DIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND o SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK ®- c DEVIATION 1 12 .AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL . EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM ' INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE MISSILE LEVEL D LAUDERDALE STM E1886 FL 1996&E330 TYPICAL PLAN VIEWS i TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER a e � 6 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION Q a 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION a r MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4'0 OR 3/16"0 5052 m ALUM.ALLOY. N.T.S. IS. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. G 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. � tl 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 9 ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. . LL DON UN TRACKS BESIT PP I111ASTEEL IN CONTLANT SHALL BEACT WITH ALUMINUM SHALL PAND OR PLATEEVER WATERDASPRESCRIBEDGE IS POSSIBLE. IN THE e FR"LHN11RMPE ABOVE-NOTED BUILDING CODE CoprFl it I 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 j 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 su�E, i PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND PAGE DESCIIIPRONt j �M NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INPTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK v 13 t f I i I� I II i I ILII f � , \\\tt 111J1111// L. I OPPEED046549 NA11[,O E;y + 2;874•' PROJECTION VARIES 3.610' 1.994" \ ,�:'• 1 %, 115•• 4.874' MAX. �� r I o .068" 2 782•• .068' 1,907' .997" 1.825'2_ _ 1.825" g .125" 1.825•• 1.825•' 1.706' {I� .195" 96" .100' .195;708" m .143 .. .195" 143' M 'ys•.I 141431, .100' 1.-.1.3' 0 X00046549 = o N N .100" 1.7 8" 100" N 100.. m 143 m .0199' c •.0 3.. 1.7095„ 41'_ .- .062' TATE�Z"' :' �' WInn..8z I I .062' .062' n m .095" .062: a m tv 60B'63 630' '1 (�d1O11I III G Z. EW 200' 1.069 N _ ,�� ✓: 630' 200 in 6 2 630' / N.4 E 1 NQ W �� i .062" fit" 200 Ofi2" 630" 62" 200 r n 1.510' .062" tl\\ D ]. 69 ,971 .971 .095 I I` 095 0 1.250" .971" .588 Q Wi 1 1j!pg•' r .F--}L069' 2.e22" 2.728' 4 1.2 0" t. 0'• 1.250'• 1.200" ,0951' .97t" ,030' 2.748 Z"` oN m �8 5.745"M i--5./.4_5• 3.610 wuj Ory� w O O LITE 2-LEG WALL O 6 LITE HEADER/SILL oU)0: ((DSCALE: WALL 2BUILD OUT WALL HEAVY 2-LEG WALL HEAVY HEADER/SILL 3:L HALF SIZ SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ow W WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUS 2.655' i1'yy I I '• .1.825' 2.655 0 875' 1.025. 2 195" 2.195' 1.230' l m fi �Ow Y SB8• 1.583" o - 2.655 2.365' 1 m s .600 .510 ri 0 O `1 .510' .460' .•085; _ Z i1 10 l '^x co I In c ' �ymrn�l¢m € nq m a ur=n Din ry _ 5400" EE 90• ai 10� c9 o I I In in .895' r .o tv ni I .621' IL• to v1 .105' b .o IrII SR-iIII- -I-- -_�to 'TIP m .1060' #060' TY ' cli 105• 0 1069' i Prni E ' ^ =�...'�....+•:.,Vi'„'m'1�cO<u TYP. 3.635" -- .621' AL 621' 1 781' 2.300• 4.510' 2.195 4.510'250' 5" .1 ZE219 , 0 ¢1W= o g tO r O SILL O SILL ADAPTER10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR SCALE-HALF SIZE O EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ti ,c 1 I� SCALE.HALF SIZE SCALE:HALF SIZE 5 . 1.994' 4.603" 30.225" .143' 1.708143' .314" v 4 14 0" 325" _ 043" _ i t 25B" .297" .06 .150R -ti^-- S .030R 3.963• f r.054" .0 2" m e 1.570' .510' 1 I; 1=7a I 1.625" 69" o a o v m e 3.410' i. .341' n1 m i 1.721' .133' 0.080' a r € I TYP. 6.8 SLAT/BLADE 6.8 STARTER o 0.080, 0.117• 13 1 .682' ,630' RR I SCALE-HALF SIZE SCALE:HALF SIZE c .096' m 0 060' a tQ 30' .0 2'�p'- N 2.822' 0.115' ,^0 1� g P � � II oo' .621' g- ��•" 4.s10 1. m' 16 RADIUS CEILING HEADER/SILL N 0.096• 1gh WALL SILL -E v SCALE.HALF SIZE .180' 4g a 4 102" .310' o N m .000' SCALE.HALF SIZE [f ¢♦Y R 630' .080'Ai P1 0.080' COPYWC MAIALB8NY90PE . os4 ° 15-2338 SC.LE, .420' PAGE OESOUPTIONt 14 CEILING HEADER/SILL i15 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE lg WALL SILL CLIP 9� 1 SCALE.HALF SIZE 1. SCALE:HALF SIZE I 1 1 It� f I - 1 FRANK L BENNARE O,P._E 0PEOD46549 i-... I� 125' 2.0]8 if 10-24 THUMB STAINLESS STEEL 2B0" �� �•'• •' i rC' w SCREW C�•''�ICEN '•.4 10' u .. ASSEMBLY 0 P /QC3 z O �;. E o o .3200 HOLE - 14.' No PE0046549 II N In .062• II I w .DSO" WHEEL ^J 'D m `� ••_ * to N 1.100" .2401, o ^� .• H7 x I VVVV �0�•., STATE OF .750" i (C� �CORIOI` r I..m$IRO 5' MAX. RY OTHER �i S ••'••..•..••'• G UI w-•J U 2 20 RECESS SILL FOR USE W17H NSIDE JOINT P 870 /'//S�ONAt- WW LLN L t 1g ANGLE SCALE:HALF 512E AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED /it11jj11\\\ Z 0W U0n f` OS CA LE:HALF SIZE ROLLER ASSEMBLY HOUSING-Z Fo1CAsrPow niED Q 21 SLIDE ROD 22 (]a �¢w g SCALE:HALF SIZE SCALE:HALF SIZE NOTE:MAY KCY OFERATED OUTSIDE 0 UM8 eL Ojw TURNOP ATED INSIDE Z •t-:(.250' 23 BRASS PUSH LOCK W c°� w J44a77z rL NYLON WASHER SCALE-HALF SIZE N d=w OR ALUMINUM ,357' "'s w . j (NYLON BUSHING 'p S- w O OPTIONAL) .276' S00, 4.000' .4O .SOU' I 14 x 2-3/4"410 HT S.S. "INSERTS SCREW W/ m.062' v1 INTO TC ULTRACOTE COATING - In m c C I TRACK ITYP TOP 8 BOTTOM! 2.250' c m NYLON BUSHING W/WASHER: •154' '137' 1 5' N tnv 7/16•'0 x 1/2"(a)INTERIO INT TOP nl m I I �w�� 7/16••0 x IDR J01 Op -. I-}'224' EI - BE USED ON EXTERIOR 2B BOX CENTER INSERT 2.750' 24 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE 0�a 00 m SCALE:HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK ��.. a SCALE:HALF SIZE SCALE:HALF SIZE m< .1.978'.742' 2.125' a .623' .236' 1.710' .286'.- '1• 4' 2 702'• 2.642'• 9a 267' 1.110,3 2.465" 2.405•• � '.c O 1 .443' vni m •090' m °�' 2.269•' 2.216" f•E g 7 LL l.OB4' m n o n m m s R I c", vm,1 .284en 1.200••Qo � mm1.100•• 1.100••..068' ru .239' ni in N In «i c u n .190" .250" N j n n v1 N N 250" 125' .496' .aInnm In nc N3.443' 1.758' nI '^ .125" .160' .790' 125'• 9 x AI 1.001' .062' � .222'F k .062' 176' n � a^ I.R 29 2003 6.8 CENTER MA 30 UNIMATE LOCK 3� MALE BOX CENTER 3P FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE ana I g 062' 7/16•'0 STAINLESS I STEEL NUT tpi o 5�Si r n NOTE:ATTACHMENT SCREWS FOR fC@5 I 1 5.500' x 13/16' WIDE f---f.400' ` `' END STRIPS SHALL BE RID TORX �F gyp{ , HEAD STYLE VARIES xOR PHILLIPS •^ A d 30 W HAND-TIGHTENEDEONLYEWS, �� 38 THUMB SCREW V 4�Do r SCALE:FULL SIZE .250'" x m ^ .. °�. 1 4-20x1 OR 5416-180 0•W 0 i N fAA/CHINE SCREW STAINLESS -, I .188' THREApNTERNAL STEEL a PX �? '� IT�WpITI7U11(LI1FJfWIW P): ( TYP. O T-SCREW INSERT 4.500' -j•689' w COATED. ST 37 ni n• 1.050' 15-2338 i SCALE:FULL SIZE ri^, SGLeI �I SECTION PACE DESCRIPTION: DELTA MODEL 2022 ER n ,o E I INDUSTRIAL SYSTEMS 7.000' ,� o254BOX LOCK N " END STRIP 1" SCALE:HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE-HALF SIZE SCALE: HALF SIZE I I ' I N I I 1I I III(/FPANKL.549 BENNARDO,P.EII FASTENER @ 18"O.C. EXISTING GLASS GIST• EXISTING GLASS - (USE ANY ANCHOR SHOWN EDGE ��` `�,•• IN ANCHOR SCHEDULE) DIST, 10 sI4 1 F F� � �e_—k • N E004654` EMBE SILL (INTERIOR) � �g,;,� * = -J= ��< ALT.DIR CTION 7 N w - EMBED. 17 OF ANGL LEG II II ,( 4l,wnw 'tl AoV (INTERIOR) t7 TATE OF p = I MI 0.062"THICK 6063-T6 '�� FLORID r:• w,E'im yy8yy��IIu�^ A UM.ANGLE)"x1"MIN. �• u�LLu,R EDG 0 2"x S"MAX.(ANGLE LEG 3 4 29a 290 // ONA�\L oN 3: �: DIST- AY BE REVERSED) 111111 W t,� 29 Z ww- =�5 I 38 ASTENER @ 18"O.C.(USE ANY 13 15 I�`L I'><4g:WWaa+6< 13 73 13 t3 ANCHOR SHOWN IN ANCHOR 21 38 • 13 23 29a 29h u� o<m zt2 o SCHEDULE,1"MIN.EDGE DISTANCE) TO & O Z"` gfi O 15w 29 4412 x 1/2"GALVANIZED 1/4-20 THUMBSCREW WW O J w 6.80"(TYP.) OR S.S.SMS,3/16*'0 ALUM, BOTTOM INTO CENTERMATES 1/3 (EXTERIOR) U•+w tl� B1/4-20x1 THUMBSCREW INTO POP RIVET,DR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE 3:U. III 4 (EXTERIOR) THREADED HOLE.LOCATED @ MACHINE BOLT&NUT - SHALL BE 3/8" In w , MAX WIDTH UP 0LU W 1/3 SPAN TO 2/3 SPAN FROM Col 1B"O.0 TO 1"HEIGHY. W O TYPICAL PLAN VIEW 58TT3" USE TWO THUMBSCREWSOM OF SHUTTER FOR S MULTIPLE SHUTTER ASSEMBLY ~ SCALE:3"a 1'-0" ON BLADES>W-3",ONE @ 1/3 SPAN SCALE:3"=1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR ,TYPICAL.FOR LOCKING CENTER MATES OF BLADE USE Ill BRASS PUSH LOCK SHOWN ON RANDOM OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 SCREW Ipl O,THREADED MAY BE SUBSTITUTED WHEN USE WITH DETAILS INSERT 37 AT 1/3 SPAN CENTERMATE M29 AS SHOWN,RECEIVING Y TO 2/3 AN FROM SEEENDSTRIP SCHEDULE w OTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" g BgFOR MAX.SPAN WHEN C RECEIVING HOLE SHALL BEX@_x ' iii USING 40a,40h OR 40c a$9 3 33/8".MAX WIDTH,UP TO t3 iN¢d3 x Ha s e 1"HEIGHT. 3p' W� d N rn m ggg END STRIP SCHEDULEviz ��'- g I - - - PSF SPAN _"o, 1' d G 4A �SFf B/O(2.T) fi2 108' \\ 1 40 USE APPROPRIATE ` STARTER STRIP TO g ® 82 40 PROVIDE CLOSURE FOR 13 132 40 BUILDING CONDITIONS. ] wo y 23 2'BIO(3.77 62 95' I E 3 72 68- FASTEN STARTER S (INSIDE) © STRIP TO TRACK W/ e R 62 6. 2/n10xl"SCREWS 3'BIO(4.T) AT CORNER / 64 7By 2 79• ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY). s.�"\ • O./ � .�:n 1.67C!' 45 93' SCALE:3"=1'-0" ANY TRACK 144\p�_�l ,2yc 13Lq =9aa< I x0.093' 52 87• W/SCREW BOSSES. w `~ oto ANGLE 60 6 r I I N �'- p I SILL 7 7' HN73 .. I I 2'x3' 45 13, a $$x V7 x0.125' 52 129• EXISTING GLASS 13 ANGLE 67 123; 2^3 3 E88i � Q u1 I,IV USE(1)BRASS PUSH 3D 70 t• ,-,�� USE It)BRASS PUSH LOCK �i G�4 i5 I LOCK OR(1)5/16-18 13 3 09' �-�xm3� OR Ill 5/16-18 THUMB (INSIDE) THUMB SCREW INTO 3O SCREWO THREADED 11 THREADED INSERT 3 2'X4' 46 145' o < o��a INSERT 37 AT 1/3 SPAN SILL a e q m I'I AT 1/3 SPAN TO 2/ B x0.125 7 129, �yNw TO 2/3 AN FROM l I SPAN FROM BOTTOM OF ANGLE BOTTOM OF SHUTTER SHUTTER.RECEIVING (OUTSIDE) 25' �yy HOLE SHALL BE 3/8" 04 121' I(Q MAX WIDTH,UP TO 1" HEIGHT 73 174• hm FOR GREATER SPANS OR(DADS TYPICAL OUTSIDE CORNER CLOSURE - -—- -—- - THAN SHOWN IN END STRIP 5 30 �t�E gal •��g jl CC) SCHEDULE,END STRIPS REQUIRE Z a �Y� O �R DETAILS WO/CORNER POST USING AN/ANCHOR ON 7NE THE 13 30 COPIRGITFRMI(LBFA147410PE NTS 13 ANCHOR SCHEDULE 6!14x3/4•TEK 13 23 1 SILL SCREW OR 1/4-20DOLTTO END 31 215 (OUTSIDE) 15-2338 STRIP USE(1)BOX LOCK AT 1/3 S�JItEI - SPAN 70 2/3 SPAN FROM eAee DesCR2PTIOn: BOTTOM OF SHUTTER r TYPICAL INSIDE CORNER CLOSURE sF� CC2 DETAILS WO/CORNER POST Qoao MULTIPLE SHUTTER ASSEMBLY �t NTS y.7{` SCALE:3"_1,-p.. (7 I I I I I I 1 _ + �I ALUMTUBE FRANK L.BENNARDO,P.E . . 2 FASTENERS \11111111PE0046549 6063-T6 ALLOY - \ ' EACH ANGLE SEE TABLE A FOR SIZE. / \ C2 CONNECTION TYPE 1 \ REFERENCE ANCHOR ,EXISTING /'! \ SPACING FOR MAX STRUCTURE �•''' 1"x 2"x 1/8" - OR 2"x 2"x 1/8" / \ CI CONNECTION TYPE 1/4-20 fdAQ IFEO 004654 ^ ALUM.ANGLE ° 1 REFERENCE ANCHOR ® W/NUT(¢l_12";0 �� ' ' THREE 3/16"9 t3 SCHEDULE FOR MAX 014 SMS rr ESC'0 C. * o I SPACING 1/ *-1D ITYP.T OTTOMI X�1111 ALUM. �' ��� L'J' stip = OR POP RIVETS ° 17 I 'ALTERNATE THRU BOLT 1/ 0,�'•,. STATE OF W Pmi•+80 THREE#12 SMS, 3/16"m ALUM POP I C7 CONNECTION TYPE 1�w i '•.FC ORIOA,. f' ug 17 RIVET OR p12 SMS _ .REFERENCE ANCHOR L j^(ORynOR tlYj %, ( 18"O.C.(TYP) SCHEDULE FOR MAX. CUT PRESSURE VS ALLOWABLE LENGm '�� SPACING _ FOR 0� NAL11 TABLE A � odiK.o /( // MAY USE MALE OR I I I A I p 2 m 1Q W AM f PSF ZNo BjO� 3Nc 8/08• FEMALE LOCK-SLAT) $ A13LE4 13 r �¢ 067 �_ I kFOR HlM2 ?4Z0 Z �N C. 62 330' 188' 13 _ I FOR MIN. I <: W 0 1 ED"-®Z GLASS gg CC3 TYPICAL CORNER CLOSURE DETAILS / \ 1oAcussl x m m /• N sa W 72 124• 179• \ OR DOOR i81 119' 172' 1NTS \ \\ / <2:M OW 92 III 114' 16S 1-_ ALLOWABLE SPAN ATABLE C: (TeRN\ ^ In 1- W 102 310' 160' SCHEDULE FOR AjF \ _ IOR 6 OR w O 120 104' 14T TABLE B(¢9) ALTERNATE THRU BOLT BUILDOUT NOUM \ OR - N C5 CONNECTION TYPE (DETAIL F) u 5° 9T 131' ���OW�LEN N REFERENCE ANCHOR O N 88' 114' PSF 2�H Vr I/O SCHEDULE FOR MAX. SMAX HUTTER DESIGN WO �/ SPAN: PRESSURE CI CONNECTION TYPE 1•• 1/4"MAX FROM PIN M 62 113' 166• REFERENCE ANCHOR (� GUIDE TO BUSHING 'LLl 1251N. +/•30.1 PSF SCHEDULE FOR MAX. /• r- -1 WASHER(TYP.) to V Y c� 72 307" 157" 1211N_+/-31.1P5F SPACING 82 101' 19T SSB IN, 1/•31.9 PSF ;it O 11510. 1/•32.7 PSF 014x3/4"SMS(l0 9"O.0 II 92 9S 139' ===J/ ANGLE TO TUBE CONNECTION X41 m <, r 11210. +/•33.6 PSF , / m 102 90' 13i EXISTING v. e[ 110111. +/•34.2 PSF 2"x 2"x.125" pr_.a- 32D 83' IZi CONCRETE, EMBED. GOG3-TES ALUM.TUBE �Z�a'm 1 IDS IN. +/•35.9 PSF BLOCK OR 150 74• 309' SOS IN: +/•359 PSF 5 CONNECTION TYPE 200 WOOD FRAMING 64• 94• 10310:1/•365 PSF REFERENCE ANCHOR ` 1-1/2"MIN FOR CONCRETE 1011114 +/-373 PSF SCHEDULE FOR MAX. �E �D K r 1 OR BLOCK AND 3/4"MIN gg 111." +/•38A PSF SPACING , FOR WOOD �• 951N.• ./•39.5PSF Cb ALTERNATE BUILD OUT MOUNT SECTION 'a s FASTENER @ 18"0.0 921N. /•40.9PSF SCALE.3"c 1'-0" I4 IUSE ANY ANCHOR SHOWN 891N. +/•423 PSF 1t IN ANCHOR SCHEDULE). B61N. 0.439 PSF o Oi 8310.' +/•45.4 PSF 1 r^ 61 IN.' +/•465 PSF ! I ACCORDION SHUTTER 781N.. 1/•483 PSF w PER PRODUCT APPROVAL W 761N.� +/49S PSF F< 741N. +/•509 PSF 3/16 RIVET OR 1412 2"x 2"x m2't 721N. +/•523 PSF =•+ I SMS(1 18"O.C. OR .090"6063-TES F 7010. +/•53.8 PSF APPLICABLE AT TOP IA ul �I Hill^^t 1/4-20 NUT 8 BOLT 17 ALUM TUBE TYP ;�` AND/OR BOTTOM )f= a,"a ^ qg I I •+ 7'11 681N. 1/•55A PSF ^lJi ITYP.). 3/16"0 ALUM.POP lN 41- p6� ALUM.TUBE RIVET OR 012 SMS �= c 661N. +/•57.OPSF w 2'OR 3' Y w GG6•d l 6063-TES ALLOY Lal 18"O.C.ITYP.) gg4 uI SEE TABLER /-2-C,5xt/8" �-ff •- FOR °: FOR SIZE. 2 FASTENERS x ONTINUOUS '-0,x,,, =0c ` 1/2'MIN. o EACH ANGLE ALUMINUM ANGLE '4 13 0 _ 2'%3'Xr/j X J o 0 St g 1"x 2"x 093" OPTIONAL ANGLE INSIDE &FOR x182 = z„ 2.175' 6063-T6 ALUM. THREE 3/16'0 ALUM SEE TABLE.2 IA p yl"� CONTINUOUS OR 2-x t7 ORIENTATION TYP. 17 GLASS i E NGLE.TYP o POP RIVETS OR OR DOOR A I X a t a 2'x y'%CONTINUOUS 6 17 THREE 1412 SMS,TYP. 10 GLASS 4 044 6061-T6ALUMINUM c ° 1"x 2"x t/B^ L w ANGLE 0.9'MIN.THICK 6061-TES p E OR2"x2`x l/8" 2• rg� � F f3 ALUM.ANGLE ANGLE FASTENED TO ALUMT RACK FASTENED g USE MALE OR FEMALE 14TO ANGLE 1/4-20 16 EXISTING KSI MACHINE SCREWS AT 3• x LOCK-SLAT) W S 6' C4 CONNECTION TYPE CONCRETE MOST FROM ENDS AND 9'O.C. WPTWQOFPANCLBQ4iAPDOPE I 7GALVANIZED 13 W REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE SCHEDULE FOR MAX. Y4 9 ELCO ULTRACONS 2-1/2•MIN. 1.5-2335 - SPACING AT 3•FROM ENDS AND EXISTING CONCRETE su1E1 OUTSIDE EDGE 01 1 u12 x 1/Y � 4.O.C.FOR BALANCE HOST STRUCTURE(300(1 PACE DESCRIPTLON: OR S.S.SWITH 13/i MIN PSI MIN) YPICAL CORNER CLOSURE DETAILS pOP RIVET, - IDE CLOSURE OPTIONS EXISTING CONCRETE. EMBEDMENT AND 2%' SEE TABLE C FOR MAX SPAN AND PRESSURES ITS MACHINE BOLT&NUT SCALE:3"=V-0" MIN EDGE DISTANCE, ar (a7 18"O.C. BLOCK OR WOOD FRAMING STAGGERED MINS ACING,TYP' BUILDOUT MOUNT 9� S EE INSIDE SILL MOUNT SECTION O SCALE:NTS Irl $ 1 SCALE:Y=1'-0" 0 � `M I - 14 III - FRANK L BENNARDO•P.E. REFERENCE nANCHOON PR EXISTING 111111111 ►P�D66549 II z FOR ASTM SCHEDULE FOR MAX. STRUCTURE 111 1 FOR&SS[u OO^ ESSEBll9L SPACING �� �.. .... .�1NppII K w O" A 1 GLASS 5"MAX. 1/4-20 MAO WO f p } GLASS E TABLE 1 OR DOOR w ClC1 CONNECTION TYPE SEE TABLE A u w- OR DOOR h FOR HNiZ REFERENCE ANCHOR O W/NUT @ 12' t.OR h FOR HYHZ I- N m SEE TABLE 2 t-w p o D; SCHEDULE FOR MAX. 19 14"14 SMS(Ai 6�I..0 No PE00 6549 SEE•TABLE 2 x W Q K FOR 41N. t3 p m w 011 SPACING /2" (TYP TOP-SSB OTTOM) -_ L` FOR YIN. 13 N w 0.O SEPARATION =r 1/4"-20 I HRU BOLT W/ SEPARATION X m w w TO GLASS 'A o w --O '• ]u p• f LOCK NUT 12"O.C.OR TO GLASS Q=w w H12 x 1/2"SMS @ 12"O.C. X Z z Q STAT Q✓= C1,.s$E @ F r m OR 3/16"0 ALUM.POP 4. Q m ®. 1412.1/2"SMS @ 12"O.C.E.S. L71-Q o 0.r p a y�ORl6 F OR 3/16"0 ALUM.POP z r RIVETS @ 6"O.C. OR 7/4"0 t- w p (� T1 COR J RIVETLlj— S @ 6"O.C. E.S. = ALUM.POP RIVETS @ 12"O.C. Q OR AS/' ' N Iy OR 1/4"'0 ALUM.POP RIVETS / N 11 AND /W/TC>N 0 ' or @ 12"O.C.E.S. 1/4"MAX.FROM PIN �- w w r m U 3 1/4"MAX.FROM PIN ASSEMBLY FOEOR ASTL 13 F w j 7 11111 1 111> O S O AND 10 / GUIDE TO BUSHING 1/2 t/2"TYP. GUIDE TO BUSHING FACILITIES In I O0 L•I� 1l•¢��iZo I WASHER(TYPI wO OZ m§_ `•' ASSEMBLY WASHER(TYP.1 w SCE TABLE 4 O=w= a152 F m GLASS k FOR H1M2ON..pp O / 1/2" 1/2"TYP EXISTING CONCRETE, W 4 CONNECTION TYPE OR DOOR SEE TABLE 2 p to W ®z ¢ i c BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR FOR 4LV. X w a Q To 3 L 4CHEDULE FOR MAX. - Rk1N Q-s 0 N DC dxw / 3 COCONNEC110N TYPE DIST. SPACING AS SHOWN TO GLASS F u In~ OIL, / /IDGE REFERENCE ANCHOR 4 CONNECTION TYPE IN DIAGRAM ON P 0) Q to O w SCHEDULE FOR MAX. 01ST. SPACING AS SHOWN REFERENCE ANCHOR / SCHEDULE FOR MAX. 61 r 3 CONNECTION TYPE 1N DIAGRAM ON PG.101 SP ACING.'AlT FASTENER p n OR G R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND SCHEDULE FOR MAX BACK ANCHORS NOT RED' �OR I: BLOCK OR WOOD FRAMI 1/4"MAX.FROM N �+ SPACING.ALT.FASTENER WITH THIS LOCATION 2" ® n I / ® LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING m FROM BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERENCE ANCHOR WASHER(TYP,1 / B SCHEDULE FOR MAX �+ WITH THIS LOCATION O 19 Y PIN GUIDE TO SCALE:3"=1'-0" _ BUSHING WASHER SPACING --CS CONNECTION TYPE w OA INSIDE MOUNT SECTION REFERENCE ANCHOR r (TYP.) SCALE:3"=1'-0" SCHEDULE FOR MAX. 1-p_ p c \ EXISTING CONCRETE, SPACING 4 m / NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, OCK OR WOOD FRAMING EMBED r'�I+�+�° m THE BASE TRACK MAY BE INSTALLED IN SECTIONS / WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS Z d m / A MINIMUM OF TWO SETS OF ANCHORS AND IS A BUILD m<Q TYP. BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRET SCALE:3"=1'-0" II USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMI CC� OVER THE GAPS BETWEEN SECTIONS. T E aC �4-3. w EXISTING CONCRETE, EXISTING _ STRUCTURE E 3 BLOCK OR WOOD FRAMING EDGE IST. 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION a2 a v g EMBED. --Cl CONNECTION TYPE REFERENCE ANCHOR MBED. _m r REFERENCE ANCHOR o 5 CONNECTION TYPE W/EXTRUSION #1 SCHEDULE FOR MAX REFERENCE ANCHOR r9i p SCHEDULE FOR MAX. L SPACING SCHEDULE FOR MAX °1 II SPACING AS SHOWN w 5 SPACING i r^, IN DIAGR6 AM ON PG.10) 14 16 ry�RO PATE 1/2.. l �vJ'"' 1 m 4 OR w L7 N 1 89G�1All EIL LL r w EI OR DOOR S TABLE 1 w D ( I C N w 1112 x 1/2"SMS @ 12'• SEE TABLE 13 0 In= FOR&AU5iK11 b I W D rw FOR WN. 2 Zv -IIn _ O.C.OR 3/16"0 ALUM w O 3 SS w w r m SEPARATION In o m 13 r N I D o e p.w07� POP RIVETS@6"O.C. FOY� N O X D m GLASS OR A o M w 1- w w O OR 1/4"0 ALUM.POP Q Q Q DOOR FOR HY11Z GLASS F 11 13 xxzu^ RIVETS@12"O.C. i �a� '^molnL EkFInrown wm FORUIN.OR DOOR HVHZ SEE THOLz p z m OAGLASSu Y u Qa r 5� ( 1/4-20 S.S,MACHINE F SIN Q oa OANDO 1/4"MAX.FROM PIN � 6 F SCREW 8 NUT @ C1A55 1 wm ASSEMBLY 1/2'• 1/2 GUIDE TO BUSHING Q 12"O.C. Q G TYP. WASHER(TYP.) F ' 1/4"MAX.FROM PIN m w 1/4"MAX.FROM PIN i I Q GUIDE TO BUSHINGW 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING x: £ WASHER(TYP.) EDGE REFERENCE AN HOR 1 RO WASHER(TYP) Tff�• �•Y 1 I a 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR AX 1 C�2 CONNECTION TYPE W/EXTRUSION Q2 gR N= m BLOCK OR WOOD_ EXISTING CONCRE SPACING AS SH WN `-c5 CONNECTION TYPE \Y/EXTRUSION #1 ORw+cL PE © OR FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON P 10) REFERENCE ANCHOR y REFERENCE ANCHOR 15-233 1412 x 1/2"SMS 12" SCHEDULE FOR MAX. SCHEDULE FOR MAX. 3"x 3"x 1/4•'CONT 4 CONNECTION TYPE @ SPACING scarfs I 6063-76 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING.ALT.FASTENER EXISTING CONCRETE, OEB (MAY BE REVERSED O SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND j BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P 12"O. RIVETS WITH THIS LOCATION (oT C. a OD WALL MOUNT SECTION1' O CEILING / INSIDE MOUNT SECTION WALL/BUILD OUT 9� SCALE:3-- -0^ SCALE:3"=1'-0" CTION �J I SCA 3"=1'-0" LJJ 1 I I I�� I I " K L.8ENNAIL00,P.E. 046549 :.:..1•.7".', it ffm AI ��4 kEXISTING1/4-20IOEOO.tgS9LE 2 w to AL7.LEG DIRECTION Z STRUCTURE MACHINE ��-��!GLASS N TO O-' t1 tg_3 A bOfi3-T6 ALUMINUM BOLT W/NUT ORS GLASS p O ry ANGLES PER BEAM END, 12"0 C OR DObR q q T, ;114 t' i SIZE PER SPAN TUBE x 3/4" I r�•'`•t n 1/4"0 ALL .i SCHEDULE SMS 6"O.0 SPAN TUBE SCHEDULE Q q POINTS SOLID q Q���_�� �` N7 SETA SPAN TUBE NUMBEROF � 4eee77 7t: I N W NUMBCROF IT. W17H 2"/8"MIN. _ r_ PER DESIGN ALLO SAB TUBE PAN 7}fAl!-BOLA ANCHORS P6T3 ,,L M51 84- wm7"�7�$8zI X'n t4 Z EMBEDMENT IN ACCESS HOLE SCHEDULE SIZE SHUTTER N - �i1 ........ UM J' s u CONCRETE OR EFW Inn BLOCK,3"MIN in TOP BOTTOM TOP BOTTOM 70P BOTTOM T1'yFj Chu- I z w 3PM�NNE DG D TUBE TUBE RUBE TUBE TUBE TUBE TUBE/011 l 1-7 0 IR 3" I w0 X DISTANCE. ) Zui 60• 123.8• 135.2" 2 2 2 3 4' 1 7' Z� o 2y55r 98' 101.7" tQ8.9• I 2 2 3 3 7" r ,4 w O u 5 6 0 o.12s rqa gxZ� 123 88.8 94.a 2 2 3 3 T Zx DFmf 0�� 3"MIN 14 16 O=^ 60 128.1* 152".0 I 2 2 2 3 d' r ONO ED.DIST. FOR tt/ N Ec NTUL FADIRIES 13 No 0 88' 114.8' 124.1• 2 2 3 3 r 7' w� U�+Ij acc1L1z tt L"MAX.FROM PIN GUIDE u SEE UBLE 4$fOR Hlt)Z SEE w 4 t23' 1028' t09.5 ! 2 2 d 4 18" t0' '+y s W rycc TABLE 2 FOR MIN.SEPARATION w a w 60' 138.0' 188.9• 2 2 3 3 T 7• N W 70 BUSHING WASHER ITYP.) GLASS 70 GLASS m to 2k8'x OR DOOR m 98' 122.7" 155.7" 1 2 2 3 a T 10' O W iu TWO i/4"0 WOOD 1/4"0 THRU BOLTS =q d 0'125 123' NSA" 1 137.5 1 2 13 d 5 10" 13" M O LAG SCREWS Ca 24" SEE BEAM �r~ 60" 1 158.1" 1240.0• 2 2 3 4 r 1D' 0c MAX.WITH 2" 3-MIN. SCHEDULE FOR w t- 25tt0'x THREADED PENETRATION _ x 0.1075 2 140.8• -718'8' 2 3 i 8 10" 18• "T"INTO CENTER OF STUDS ED.DIST. EDUIREDDMBER 3: 123• 132.2" 203.1• 3 d 5 7 13" 19" ! 5 6 v 'EMB,"T' 145M5(aIMIDSPANBETWEEN 1416 1, 'MAX.FROM PIN GUIDE SPAR SCHEDULE NOTES: " STUDS FOR TRACK TO 1"x 4" ...�t�tJJJ i0 BUSHING WASHER tTYP. 1• x x 4 x 4'ANGLES FOR 2'x5"&2'x6'BEAMS. y t/4"0 ALL 2. USE 2'XS'Xl/4'ANGLES FOR 2'xB"&2'x10'SEAMS. m L, PL4WOOD& TUBE CONNECTION in 3. USE BEAM SCHEDULE FOR DETAIL). t�ll STUCCO FiNISN POINTS SOLID SPAN TUBE PER DESIGN 4, TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN �5 1"x 4"x.125' SET ANCHORS - COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED 1%8 6063-T6 ALUM.TUBE WITH 7/e"MIN - +— SCHEDULE Q EMBEDMENT IN "'— "' TOGETHER,BEAM MUST BE LIMITED 70 TOP BEAM SPANS, I-p• c { THIS DETAIL TOB USED WHEN STUD SPACING CONCRETE OR q� 114-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH m rn BLOCK,3"MIN �-' V W/NUT @ 12"O.0 SHUTTERS SPANNINGABOVE AND BELOW THE BEAM.MID-SPAN EXCEEDS THE MAX. USED ANCHOR SPACING. SPACING AND 3" I^ 422 6063-2"6 ALunlNun OR Ni4 x 314•'SMS @ TUBES SHALL HAVE TOP BEAM LIMITATIONS{INCLUDING SPANS, z d m G.' i MIN EDGE 'i ANGLES PER BEAM END, ANCHORS,ANGLES AND BOLTS),WITH 7)iE SHUTTER SPAN TAKEN WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"D.C. AS THE SUM OFTHE SPANS ABOVEAND BELOW THE BEAM. a Amo`Gu{ ALSO BE USED SCHEDULE Ew IAP BEAMS ARE NOT ALLOWED. SCALE:3 1'-0" EXISTING ACCESS HOLE O AT TOP ALT. DIRECTION 7. ALL BEAMS AND ANGLES TO BE 60632"6 ALUMINUM. STRUCTURE EMBED. MAX DESIGN LOAD a o BEAM SPAN SECTION + ` Q R m J SCALE:3"=V-0" b FOR ASTM ESSENTIAL `OR DOOR FAOLME$SEE TABLE 4& t3 D i FOR MM2 SEE TABLE 2 N n EXISTING WOOD 1/2` C. f0fl MRI.SEPAAAOON TO z TRUSS OR RAFTER 1/2" 3" 11 ;; ^` m P6 ;) GLASS Q a (la 24"MAX.A.C. 11-112'1 (I I' \ w S F w EXISTING FINISH ' p 14 MATERIAL ;I 3t i 1/4"MAX X FROM PIN GUIDE i 1"x 4"x 1/8"6063-76 'i�'�-a n, w 14 16 70 BUSHING WASHER ITYP.) ALUM.TUBE W/THREE ii N ii m I e� m r 1/4"TILE ITYP.) 1/4"0 WOOD LAG FINISH MATERIAL SCREWS WITH 2-3/4" x 314"PLYWOOD c MINIMUM THREADED PENETR."T"IN WOOD(61 '•—1/4"0 A325 GRADE THRU BOLT(a1 7"O.0 OX. EACH RAFTER OF TRUSSj OR 5/16"0 A325 GRADE THRU BOLT(d 12 , ` ..- / 24"O.C.MAX.WHERE f 5 6 \ SIR ' GALV.OR S.S. TUBE EXTENDS BEYOND Y t �_ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA - ^ _ 1 EN D w A x . x ANGLE 6/THREE ' 5"O.0 W/1-1/4"MIN,EMB 6", EXTEND TUBE TO q �-�m ALUM.ANGLE Wf TNREE t OR 1/4"0 LAG SCREW Cal 9"O,t W/1-718" NEXT TRUSS. \ "w D 1/4•'0 WOOD LAG PS ti F I 11 MIN.EMB, IN WOOD SG=0.42.TO 0 55. \ "'� j to 1: O SCREWS WITH 2-3/4" C(p44ti0FR4V(LBIXY4®OPE I I 1/4-20 S.S.MACHINE SCREW? t3 = MtNLMUM THRE ADEO r 12"O.C.IN BETWEEN TRUSSES z I-Z w l 15-2338 EXISTING CONCRETE. WITH 1/2"0 ACCESS HOLE ON L�O to I PENETR."T"IN WOOD Ca HOLLOW BLOCK OR 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR U14 SMS X Z 13 Z m EACH RAFTER OF TRUSS, SCALE, WOOD FRAMING.SEE ALUM.ANGLE(6063-76) {d 6"O.C.MAX.IN BETWEEN d w o a r 24"O.C.MAX WHERE PAGE OFSOUPTIONt ANCH�R SCHED.BASED u to ANGLE EXTENDS BEYOND ON TY E OF STRUCTURE { � 3 LAST TRUSS MORE THAN (MAX.DESIGN LOAD a 2"2 P.S F.} 6", EXTEND ANGLE TO 3 i PASS THRU DETAIL (MAX.DESIGN LOAD a 72 P.S.P.1 NEXT TRUSS (0 �f � TRUSS MOUNT SECTION tv1 { SCALE 13"-1'-0" K SCALE:3"=1'-0" i S I , I , kl i I ' f 1.BENNARDOr P.E.�,` 6989 + GLASS OR 1 ODOR 2.. �� .•"L + , FOR ASTM ESSENTIAL 4;:NO •, •' . FA nC,y SEE TABLE -_- r— t}., E004654 GLASS OR Z GLASS OR +,ABLE 2 FOR MNE fY w I I "D : DOOR 5" DOOR P' w - - --- ---- ID 7k Q a FIX{ T SEPARATION TO GLASS ,,.m -t I Oct FORATM xaios� w� aw7F I I Q.i1'• T.4a,d' 8 W,. �E r I t8s 4 FOR F'u m TABLE a&FOR N •m i t %�jt :'c1Nj �¢Zm r W7w =SX W 0: ///S� J w UI 2 FOR MIN.' s w d 2 OR MN, r IA 2 d r D 2 0 // Q a . SEPARATION TOSEE TARIF N w a O SEPARATION TO +."MIN. F ((jALPS rc GLASS X N ut GLASS u :ex 2 ..z a w m " z a RADIUS HEADER MOUNTED >¢a jii • t3o:s Cl CONNECTION TYPE w a PARTIAL ELEVATION a"=mg z a w=h -I C; REFERENCE REFERENCE ANCHOR dw Z ,G per { SCHEDULE FOR AC-Z`! SCALE;3"= 1'-0" o's �w 20 ''usi 28 aQ SPACING 'i� .250" w �H.W.1yp0^ .250" y T• A=W 1/4"m TAPCON(la 24 C6 CON EC710N TYPE r I IB p w O C.WITH 1-1/4' MIN ^�{�-+- REFERENCE ANCHOR Orn - +�1t 8 •/; 0 R EMBED ! o SCHEDULE FOR MAX. W 1 R /w SPACING ~ ' EXISTING I EXISTING CONCRETE OR y STRUCTURE "+ \ BLOCK ONLY.WOOD / ' \FRAMING&WOOD ANCHORS ` I EXISTING HOST STRUCTURE , w II ta07 ACCEPTABLE r (n(WALL MOUNT SILL DETAIVA'TE STING IA FINISH £O m 1/4"MAX.FROM PIN .t d 2" \ L•! SCALE:3-=t'-0" ATERtAI w GUIDE TO BUSHING "CCCa��t I _ \ _ WASHER(TYP.) Dlsr DECORATIVE FLOOR TRACK DETAIL L p R 6�CUT IN 4"INTERVALS w I \ N O FORM U E(SEE SCALE-3"=1'-0" RECESS SILL DETAIL \ DETAIL Pt P7 FOR ADDITIONAL yy hd a Q M A INFO). TYP TOP&807 TOM t SCALE: T-0" ` FASTENER C.T EACH 4"CUT -_ _ n mon �b R rt m I C ®� '� SEE ANCHOR SCHEDULE BASED [[[ + ON IF CONNECTION TYPE TO m �; _m.,¢ �• 1/4"MAX,FROM EL VERIFY ANCHOR SPACING ^v v v v 1 §¢ v Duro PIN GUIDE TO IS ACCEPTABLE i3 �" v o pp BUSHING WASHER i `a o a o 0 0 ui w (TYP., W n ✓niton I.I c u ••*:`.. c R { � � � w o evvvVV om r R •+ •^�r o i/4"MAX.FROM PIN GUIDE 70 BUSHING WASHER(TYP.) r c I � ' TYP. BOTTOM B STRUCTURE W/NUTM@ 2 O BOLT i -l9 CUT AT INTERVALS T/Q�� ORM CURVE(SEE DETAIL V PZ I EXISTING FINISH i MATERIAL 1 CONNECTION TYPE ' REFERENCE ANCHOR SCHEDULE FOR MAX 3 yyy SPACING(FASTENER Ed� g 1"x1"x1/8"&t"x2"xt/8" " " " (d EACH 4"PIECE Q6xd 6 6063-T6 ALUM.ANGLE CUT TO .n 1"xl"x1/8"&1x2x1/8j 8 + MATCH AND PROVIDE SUPPORT 6063"76 ALUM.ANGLE CUT TO (�CURVED TRACK SECTION DETAIL a p OF CUT SHUTTER EXTRUSIONS MATCH ANp PROVIDE SUPPORT v SCALE 3"=1'-0" j$ FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS ((q FRONT OF EXTRUSION IS FRONT AND BACK.WHERE P2 ¢ p CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS '* Y IS NOT REQUIRED. CONTINUOUS.REINFORCEMENTPT . `= `• IS NOT REQUIRED. ' 6 00 ' r APPROVED MOUNTING „=id1 CONDITION,MIN.OF TWO PER MB.M APPROVED MOUNTING I! /i' CCPfFtlORRMWCt9DPUMDPE PIECECONDITION,MIN.OF TWO PER PIECE 15-2338 y APPROVED FASTENER AND APPROVE)FASTENER AND SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF .- 9CAAAI ' TWO FASTENERS PER CUT TWO FASTENERS PER CUT: �.•�/ - cu>'pnol - PIECE PIECE pAOs ors - _ ! ')I TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTIERS Pi SCALE:3'= 1•-0" @SCALE:3"- I'-0' I 1 I I n j HOR SCHEDULE: CONCRETE FRANK L B9NNARDO, &.i 2 z S ITYP.1 1111111 - 2 x S OUTSIDE \\ Qfi TOPFLANGE T ZS•NIN EDGE DISTANCE ANCHOR(SEE SPACING SECTION X) .•Spans Up To 6'•D" Spans Up TO 8'-8" Spans U°To 13'-0" pti LOAD N TYPE CONN CONN TYPE O Q,•' IICE �0 AN - (psn /G 48 Y 0" CO"I6p.0"16,0' "'16.0"16,CS 1'16.0" 0.5"1 0" 0' 13 0"15.5"1 0" 6.55"I 0" 9.5"1 9.0" O O O * NO Pe004654 ,O ITW TAPCON OR ELCO * - RACON WITH 1-3/4' 62 16.0"16.0"12.5'12-01,16.0"14.5'160'_1 8.0" .0" 1311 10.0"11.0"10.0" 5.0' 4.0" 6.0 7.0" ED(3192ps1 MIN CONC) 72 16.0"16.0"10.0" 9.5" 16:0"12.5'iS.S' fi.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1 x S ITYP.! 1 x S[a INSIDE 3 OR Q HEADER 1 Li 110 14.5"14.5" 6.0" 5.5" 8.5" 85' 9.0" 7.5" 4.0" 4.5" 6.0" 7,5" 6.0" 5.0" BOT.FLANGE ANCHOR(SEE SPACING %� SECTION X) �"� S7A7E OF a Wm� x 20D 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5•' co S.D"ILLENIUM MTLLFAST 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_S'14_5" 6.5' 6.0" 9.0" 9.5" SIDE CLOSEST TO OPENIN lS'•'F�ORIDA "� U�-1 24m Io MIN CONCRETE) 72 (3275ps1 72 16.0"160.10.5" 9.5" 16.0"13.5"14.5.14.5" 6.5" 6.0" 90" 9.5" 8.5' 7.0" 4.0" 40" 4.5" 6.5, NOTES "5"INDICATES ANCHOR SCHEDULE SPACING. '/s//OILIENG\ �W W LL ` LL 7 OU`=a 1 0 7.0" 4.0" 4.5" 6.0" 6.5' S.5" 5" Z r V i �S 0-" SPACING DIAGRAM FOR Cl CONNECTION TYPE: /�t111 QQ 200 6.5" 5_5" S.S' 6.S' S. 5.5" 6.5" 5.5" 5.S' L�a 1/4 FLEX 554 48 16.0"16.0'16.0"16.0"16.0"16.0"116.0"16.0"16.0"1S.O" 0"16.0"16.0"110.0" 8.' 2.5"14.0" - Cl CONNECTION TYPE USING PIECE©OR © Zk O�p] 0� W (3350ps)MIN 62 16_0 16.0.1fi.0"16.0'•16.0"16.0"16.0"16.0"12.0"IO.S'16.0"16.0" 1 6.5" 8.0" 11.0" (ll W °d N" DNC) 72 16_0"16.0"15.5"14.5"16.0"16.0"16.0"16.0"10.0" 8.5" 12.5'14.0"12 " 6. .0" 6.S' 9.S' 0 W S",gez II 16.0"16.0" 9.0" S. 11.5"13.0"12.0"10.0" 6.0" 10.0" 8.0" 5. 5,0" 60" 7 / B COMBINATION 31C sdz 4 2 x S ITYP 1 11 / 12 COMB114ATION En W w 200 10.0" 5.0" 4.0" 5.0" •8.0" 10.0" 8.0"15.0" 4.0 5.0" 8.0" o W '' •MIN EDGE DISTANCE 9 / 10 COMBINATION 1/4'ITW TAPCON OR ELCO Cl C2 C3 C4 CS C6 Cl C2 y5 C6 Cl C2 p C4 C6 0 UL'; COIN WITH 1-3/4' 48 16.0"16.0" 7.5" 7.5" 16.0" 7.5" 16,0"16.0" S.0" 4.5' 6.0' S.5" 15.0"15.5' .5" EMBED(3192p I MIN CONC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0"16.0" 123" 4.0" 10.5" 9.5" 6.0" ED(3192ps1 MIN CONC) 72 16.0"16.0" 4.5" 4.5• 16.0" 5.0" 1S.0"15,5" 9.S' 9.0" 7.5" 4,5" In ( 110 14.0"14.0" 8.5" 8.5" 7.5" 4.S' 7.0" 6.0" 1 x S ITYP.1 2 x S ITYP 1 200 7.0" 6.0" FA 7.0" 6.0" 7 " i I 1/4' N MILLFAST 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" ' 11.5"I11.S' 4.5" 4.0" 7.0" fi.5" NOTE "S"INDICATES ANCHOR SCHEDULE SPACING. w I WITH 1-3/4'EMBED(3275ps1 62 16.0•'16.0" 9.0" 8.5" 16_0"1010^5"14.0" •' ,o" 9.5" 7.5" e.o" 7.5•' a.s•' s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: IN CONCRETE) 72 16.0"16.0" 7.5" L 1.5 11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5,5" 5.5" C3 CONNECTION TYPE USING PIECE OO WITH OUTSIDE ANCHORS ONLY p 200 5.5" 4.5" 5.5" 4.5" 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE QB OR © WITH z 1-1/4•MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY }�,r7 .o 2m ANCHOR W/7/-SOLID-SET ®ZS a Q 61 e ANCHOR W/7/8'EMBED& Cl C2, p C4 CS C6 Cl C2 p C4 CS I C6 Cl p pi CS C6 ANCHOR NOTES: 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.S' 16.0"10.0"16.0"16.0' 6.0" 5.5" 16.0"I 7.0" 10.5'13.0" 3. 3.5" 6.5" 4.5" "U p NN CONC 62 16.0" " 9.0" 5.5" 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �E Y ISI 6.0"16.0" S.5" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5' 6.5" 0" 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE P rr g • 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5 6.0 5.0" 3.0" 3.0" S.0" 4,0' (9 1). W= 200 5.0" 4,0 5.0" 4," 5.0 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, oo s ! .1!•MIN EDGE DISTANCE/ ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 3 ALL-POINTS SOLID-SET EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R R ANCHOR W/7/8'EMBED& CI C2 c3 C4 CS C6 Cl C2 CS C6 Cl C2 C3 C4 CS C THAN OR EQUAL TO SHUTTER SPAN. 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"160"16.0"26.0"116.01,114.0. 33.0-96.0"116.0"16.0"16.0" 8.5' 7.5" 11.0"12.0 o m (30003. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. e' n psIIN CONC) 62 1 16.0"16.0"16.0"15.0" 6.0"16.0"16.0"16_0 10.0" 13. 5.0 5"12.5"11.5" 6.0" 5.5" 7.0" 9. `c Ir 72 16.0"16.0"13.0"12.0"16.0"16.0"16.0"16.0" 8.5" 7.5" 11.0"12.0"10.5" 9.0'• 5.0" 4.5" S.S' 4. EXISTING STRUCTURE MAY BE CONCRETE,A57M C-9D HOLLOW CONCRETE S • BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER d 110 16.0"16.0•' B.0" 7.0" 1D.D"110"105" 9.0" 5_0" 4.5" 5.5" 8,0" 8.5" 7.0" 4.0" 3.5" 4,5' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5 7.0" 4.0" 3.S' 4.5" 6.5- B.S' 7.0" 4.0" 3,5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.S' ,S' 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF i I 1/4'POWERS SS DROP-TN 2-5/8"MIN EDGE DISTANCE ICONNECTION TYPE. 1/4-20 SS BOLT AND C3 C2 C3 C4 CS C6 Cl C2 p C4 CS C6 Cl C3 04 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1' D(3000ps1 MN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5" 16.0" .0"12.5"1 6.0" 5.5" 7.5" 9.0" ONLY. 5i ep CONC) 62 16.0"16.0"12.0'11.0"Sfi.O"14.5'15,0"16.0" 7.5" "10.5" 8.5. 8.0" w a I Hill�pI i ' 2 16.0"16.0" 9.5" 9.0" 16.0"12.5' .0" 5.5" 7.5" 9.0" 7.0" fi.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 3 epg •dr ... 110 ` 8.5" 7.0" 6.0 6.0" 5.5' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT @ }6a LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER � 9I200 55 S.0 5.5 5.0" 5.5" FINISHES. iy 1/4'POWERS 55 DROP-IN 3-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS W 1/4.20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 p C4 CS C6 Cl I C2 C3 G7 I CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQDATE WOOD FRAMING R j 1'EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"i1.0"10.0"16.0"14.0"13.0"113.0" 6.5" 5.5"1 8.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR CONC) �112 16.0"16.0"13.0"12.0"16.0"15_5"16.0"16_0" 8;0" 7.0" 10.5'11.0" 9.0" B.0" 5.0" 5.0" 7.5" SIDE CLO�URE PIECES. 16.0"16.0"10.5' 9.S' 16.0"13_5"13_0"13_0" 6.5" 5.5" 60" 9,5" 7.5" 6.5" 65' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER12.0"11.5" 6.0" 5.5" 7.0" 9_0" 7_S' 6.5" 6.5" 6.0" 5.0" 55" SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4" MIN.)WOOD STUD.3/4"6.0" 5.0 5.5" 6.0" 5.0" 5.5" 6.0" 5.0" g,5�� EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING, LAG SCREWS SHALL I 2'MIN EDGE DISTANCE HAVE PHILLIPS PAN HEAD OR HEX HEAD. R ' 812 SMS W/2'EYEWALL Cl C2 I C3 C4 CS C6 Cl I C2 I C3 C4 C5 I C6 CI I C2 C3 C4 CS Cfi 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN COPYN(iRRiVKL8B1NImOPE ARMOR INSERT W/2'EMBED 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5"116.0"I 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (20000,MIN CONC) HEAD(SIDEWALK BOLT),U.O.N. 62 16.0"16.0" 9.5" 9.0" 16_0"10.5"16.0"16.0" 6.0" 5.5"112.5' 7.5" 10.5' 9.5" 3.5" 3.5" 5.5" 5.0" 15-2338 p 72 16.0"16.0" 8.0" 7_5" 16.0" 9.5" 14.S'15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0 4.5" 4.5' ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. TUU - (_I�� 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" B.5" 7.0" 3.0" 4.5" 4,0" 7.0" 5.S" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESMPRONt 200 7.0 5.5' 3 5" " " " " �• 1 3.5 7.0 5.5 3.5 3.5 7.0 5.5 3.5 3.5 NUT OR WASHER WINGNUT, *12 SMS W/2.75•EYEWALL 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.o^11.5'11.0"16.0"14,0"16.0"16.0" 7.0" 6.5" 11.5' 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED 1N ANCHOR SCHEDULE. I ARMOR INSERT W/2.5' 62 16,0"16.0"13.5"13.0"16,0"15.5"16.0"16.0" B.S' B.0" 16.0 11.0"13.5"12.0" 5.5" 4.5" 7.5" 7.5" °9� EMBED(20o0psl MIN CONC) 72 16.0"16.0'11.0"10.5'16.0"13.5"16.0"16,0" 7.0" 6.5" 115" 9.5" 11.0" 9.5" 4.5 4,0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO /-t O �+ 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5" 4.5 4.0 5.5" 5.0" 9,0"17.S' 3.5" 3,0" 4.5" 5.0'• DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL �ILJII )dF 200 9.0" 7.5'-3.5"13.0- 4.5" 5.0" 9.0" 7.5" 3.S' 3.0" 4.5" 5.0" 9.D"1 7.5" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK I I I f' Soans Up To V-01 Spans Up To 61-0" Cl CONN TYPE CONN TYPE CONN TYPE Bum rm2 ■m�Om�mm�©0©Om000®mm0_©_0Q0 mm 1-1/2-P41H EDGE DISTANCE mom MIN I"MIN EDGE DISTANCE m® ® /aaiaiiiiaii�, Emma / /% •�iii� mm , iiiii/ IRWI ii/viii Ml "WI UnA 4-MINNEDG/�I/�/moi : ■m©oonmoaDISTANCE MIME m'm m©©m©m®©m©monomm000n ■m©oma©m000mm©om©m®mm®mmo©mmoo � mEm®®����®�� iiar� ■moo�m�E DISTANCE1-1/4-EMBED moom©mm©m©m m��®�®�aa iiii.� a,Uiaiiiia�aiiaii����a�®®r•�®®®. /ilii/i a ' • m=V'?' ■i 11 i ' - FRANK L.BENNAR00,P.E. ' ``\`\\11 111 f •PE0p46549 ;/,"..';; Q-P'• IICEN p!IO�I No PE0046549 7.'O - OR SCHEDULE: WOODG= STATE OF mA-Qr ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ' % F<ORIOP (ftn� W�� y78m 3/4"MIN EDGE DISTANCE `,,(n LL=LL of m 2"MIN EDGE DISTANCE W N y"J S Spans Up To 6'-0" Spans UD To 8'•8" Sans \ rj ail Spans Up To S-0" Spans Up To 8'-8" Spans Up To 13'•0" LOAD CONN TYPE NRTYP CONN - 1\S Z 0 m U a ME LOAD CONN TYPE CONN TYPE CONN TYPE 0 ANCHOR (ps0 -� �> �1 _E ANCHOR (per Cl C2 1 0 1 C4 CS Cl I C2 C3 C4 CS Cl R 0 C4 cs Cl C2 0 c4 cs CI c3 CA CS Cl C2 0 C4 CS Q Q W i 0 1/4'.IAO SCREW WITH 1-3/4 48 16.0"16.0"11_S'11.5'16.' 16_0 36.0" 7.5' 7.0" 16.0"16.0"16_0" 4.5" .5" 1515^0" 7�( OL L(LL1 m 1 1/4'POWERS TAPPER+W/ 48 15.5'15.5' 6.5"1 6.5" 15.5"10.5•'10.5" 4.0" 4.0" 10.5" 6.0•' 6.0" MIN:THREAD PENETRATION 62 16.0"16.0•' 8.5" 8.5" 1fi.0" I6a" 5.S' S.5" 16.0"16.0"15.5" 3.S' .5" 9.5" 1-1/4'EMBED 62 12.0"12.0" 4.5"14.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" i2 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" .0" 7.5" W c0i"1 W,T^oz 72 10.5'10.5' 4.0" 9.0" 6.0" 6.0" Q A1t11Av 10 16.0"16__0" 4.5" 4.0" 13.5'14_0"12_0" 3.0" 2.5" 7.S' 11.5. 9.5" 2.S' .0 6^D•• 3�i -- UIWdxW III g Y 110 5.5" 5.5" 200 11.5' 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.S' 2.0" 6.0" 11.5' 9.5" 2.5" 2.0" 6.0" __' _______.___�._-__ 0 DJ - ,'' u 200 '^ 7/16'WOOD$USNlNG-WITH 48 16.0"16_0" 9_5" 9.5" 16_0"13_0"13.0" 55^S' S.0" 13_0" 7.5" 7.5" 3S" 3_0" 4_5" 6 9 i12 SMS W/2'EYEWALL 48 16.0"16.0" 8.5" 8.5" 16.0"13.0"13.0" 5.0"15.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" 1.13'MIN EMBED&1/4-20 62 14.5"14.5' 6.5" 6.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6,5" S.S' S.0" 2.5' 2,0" 3_0" N ARMOR INSERT W/1.1/4' 62 34.5"14.5" 6.0" 6.0" 14.5" 9.S' 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" ACHINE SCREW 72 12.5"12.5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.6' 3.0" 4.5' 4.5" 2.0" 2.0" 0 EMBED 72 12.5"112.5' S.0" 4.S' 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" o o 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0 _75MO-Ir 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" p r003.5" 3.0" 3_5" 3.02DO 3.5" 3.0" 3.5' 3.0" 3.5" 3.0" 3 t14�5M5 d14 WOOD SORE .. ,0" 8.5" 8.0" 16.0"16.0" " " 5.0" 12.0"WRITHM;.S 1 RS TA ETHREAD 16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 6.0" 1fi.0"13.5"ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRA�DN 16.0" 8.0" 7.5" 16_0"16.0"16.0" 5.0" 5_0" 12.0"11.5"10.0" 3.5" 3.0" 6.0"16.0" 5.0" 4.5" 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4.5" w4"MIN EDGE DISTANCE . 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.S' 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" �$ C Spans Up To 6'-0" Spans Up To 8'-B" Spans Up To 13'-O" f m LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (pSO Cl C2 I C3 I C4 C5 Cl C2 0 C4 I CS Cl C2 C3 C4 CS O^' ANCHOR SCHEDULE: WOOD G=0.42 gg '^ 5/16`ITW TAPCON%L W/ 48 16.0"1fi.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5" 9.5" 35.5" ( ) ®Zm 6 m ry ! 2-3/4'MIN.EMBED 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.5'11.5"116.0"16.0"1fi.0" 8.0" 7.0" 10.D" 3/4'MIN EDGE DISTANCE 72 16.0"16,0"16.0"15.5"16.0"16.0"16.0"10.5' 9.5" 15.5"14.5'12.5' 6.S' 5.5" 8.0" c ri Spans UD To 6'-O" Spans Up To 8'-B" Spans Up To 13'•0" cu I �. 110 16.0"16.0"10.0•' 9.0" 14.0"14.5"12.5' 6.5' 5.5"17.5. 12.0"10.0" 5.5" 4.5" 6.0" LOAD CONN TYPE CONN TYPE CONN TPE +''� �•`E 200 12.0"10.0" S.S' 4.S' 6.0" 12.0"10.0" 5.5" 4.5" 6.0" 12.0"10.0" S.S' 4.5" 6.0" 0 ANCHOR (psT) m O x Cl C2 0 C4 CS Cl C2 C3 C4 CS Cl C2 0 I C4 CS �_ w 93 5/16'ELCO ULTRACON W/ 40 16.0"16.0"13.5"13.5"16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 1/4•LAG SCREW WITH 1-3/4 40 16.0"16.0" 9.0" 9.0" 16.0"16.0"16.0" 6.0" 5.5" 16.0"16.0"16.0" 3.5' 3.5" 10.0" E 3 __ , o 5 �m 2-1/4'MIN.EMBED 62 16.0"16.0" 9.5" 8.5" 16.0"12.0"12.5' 5.5" 5.0" 8,0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.5" 4.0" 13.5'11.5"10.5" 2.5" 2.5" 6.0" a o 99 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" 72 16.0"Ifi;O" S.S' S.5" 1660"16.0"16.0" 3.5" 3.5" 10_0" 9.5" 8.0" 2.5" 2.0" 5.0" °� v n _ 110 0.5" 8.5" 5.0" S.5" / e �.tttlLlttC� 130 15_0"14_5" 3_5" 3.0" 9.0" 9.0" 8.0" 2_0" 2.0" 5;0" 7.s" 6.0" -i 04_0" u 200 200 7_S' 6.0" 2_0" ��� 4_0" 7.S' 6_0" 2.0" 4.0" 7_S' 6_0" 2_0" 4,0" 312 SMS W/2'EYEWA 2'MSN EDGE DISTANCE d14 SMS t14 WOOD SCREW 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" Cl C2 O C4 CS Cl I C2 I C3 C4 CS Cl C2 0 C4 I CS p OR 1/4'BOWERS TAPPER+ 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" WITH 1-3/4'MIN THREAD 1 LL 48 16.0"16.0"10.5"10.5'16.0"16.0"16.0" 6.5" 6.5" 16.0"12.5"12.5' 4.0" 3.5" 7.5" +oy PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"11.5" 3.5" 3.5' 7.0" 6.5" 5.5" 2.0" 2.0" 3.5" ARMOR INSERT W/2'EMBED 62 16.0"16.0" 7.5" 7.5" 16.0"As.16.0" 5.0" 4.5" 10.5" 9.0•' 8.0" 3.0" 5.0" - 110 10.5"10.0" 3.5' 3.0" 6.0" 6.5" 5.5' 2.0" 2.0" 3.5" 5.0" 'Z-5" -i-.o" 2_5" 72 16.0"16,0" 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" 6.5" all 4.0" 2D0 5.0•' 4.5" 2.0" 2.5•' S.0" 4.5" 2.0" 2.5" S.O•' 4.5" 2.0" 2.5" 110 11.5'I1.5' 4.0" 3.5' 7.0" 7.0" 6.0" 3.S' 6.0" 5.0" 3.0" « "ham 20D 6.0" 5.0" 3.0 6.0 5.0" 3.0" 6.0" 5.0., 3.0" Ono ANCHOR NOTES:SEE SHEET C�YRORFPAWL8DaW1pOPE Ir. IO FOR ANCHOR NOTES. 15-2338 '� scluea PACE DESCRIPTTONI ov f I r f� 1 . ROUND ASSEMBLYNDOW J��� r..BEN r�� TVEoo46sBs,NARDO,P.& EDGE OF ACCORDION 12'MIN FROM `ILP No P[004654 O�6N ' 11L SHUTTER BLADES SDGE OF TOP OR BOTTOMR' SHUTTER BLADES E OF ION _ 'ISI 0.125' II 0.125° �O _- 0.032' 0.032'"jrSTA •y�({,/ pN I adTCuo .t� FCOR10p••••• ` Lum 0.196' S k i�SS. �'.C, (n ui,�.j ,8 u m 45' i'' ```\`� Zai //I NA%, W[n N- $in top w ow=Q =` • i �Lu 0 2.875'0 HOLE TO RECEIVE ROUND 3.5'MIN Z Q �� Qy(� `� } w~ WINDOW ASSEMBLY TYPICAL Zoy W a o S.` -{{-0.188° 2.875'0 HOLE O RECEIVE 02.87 W W oN m'�®Z 03.25°' ROUND WINDOW ASSEMBLY) y K g�z MAXIMUM OF 3 WINDOWSw x m LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE by " A N.T.S. SABIC PLASTICS SLx1431T-UL-94HB -- Z J LIGHT-N-VIEW WINDOW ROUND WINDOW i ASSEMBLY 13 N.T.S. EXTERIOR ELEV m s i 12'MIN FROM �IEDGE OF SHUTTER, EDGE OF ACCORDION /"�via p m rj -' TOP OR BOTTOM SHUTTER BLADES m E'�O m f RECTANGULAR zb m LL WINDOW ASSEMBLY m ¢ 1 BLADE W1 ROUND WINDOW - j EDACCORDION N.T.S. EXTERIOR ELEV a � E �y GE OF 13 -2210,-� SHUTTER BLADES ..E T- 0.145' 0 0 0 ' a s Wd 1.210' 0.145' 0 3.5'MIN, 3 v E 0 0 TYPICAL O O I 11 1 if O 6 j }02�}uu5 1.500'x 6.000' OLE(TO }5 g RE WINDOW ASSEMB Y) m 1.500'x 6.000'HOLE(TO RECEIVE '^ MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) ri .161" PER EVERY OTHER BLADE n '.4 0 0 . 093" 1 020' RECTANGULAR WINDOW a �1 m o @ o13 N.T.S. EXTERIOR ELEV JIB p �d T-- --i .118" ����� q6� DIA. yyy@6 1 0.500' 0.500' rI (INT.) - 3.5'MIN. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: s o T'--� ASSEMBLYL A (EXT.) _ TYPICAL O 145' 1. THE RECTANGULAR WINDOW SHOWN IN � $ 0.355' 5/13 IS MADE FROM GE XL10 LEXAN WITH i i o o ' ��� 0.075'MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY � $ BE NYLON 6 OR POLYCARBONATE WITH A � e '" MINIMUM THICKNESS OF 0.161'.ATTACH CWyMWF WALBV AI00PE ,I L___J© 1.856' }•0.177' .355' BpBLADE NUTS.6)44 SS SCREWS OR 15-2338 SECTION A-A � PAGE OPSCrrIPTIONr 4' BLADE W/ RECT. WINDOW T RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV I6 1 r: '1 f ( I�