Loading...
HomeMy WebLinkAboutProduct Approval - accordion Y, it SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map Links I Search Florida G Product Approval USER:Public User L m�rda;ia Vay Prndu[t Aoornval Menu>Produnt or Aoolication Search>Anoliration Lis[>Application Detail r ' - 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 Indeni.odf FL13757 R6 COi indeo2.odf FL13757 R6 COi Indeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 X' Q LB D/� ASTM E330 2002 9 9' /LdLp TAS 201 1994 RE�/IEE® FOUMR TAS 202 1994 CODE C®1 APLIANC TAS 203 1994 ST. L.UCIE COUNTY FILE COPY - B®CC - 1 y Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI 13757 R6 Eauiv Eauivl.Ddf FI-13757 R6 Eauiv Eauiv2.odf FL13757 R6 Eauiv Fauiv3.Ddf 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 IT DWO1.Ddf 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 Evali.Ddf 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.Ddf 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.Ddf 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.Ddf 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 mail 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 emalls 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 here. Product rApproovvfal Accepts: t®..'�' 51 its ­ eCMcY ®-.n Credit Card Safe 4 bV' 6.8 ACCORDION S H E R FRANK L549NNM00,P.E.41 1-1 FOR USE WITHIN AND OUTSIDETRE HVHZ SQA•' s - 2Q TABLE 1 TABLE 2 TABLE 4 '*: Np pe00485 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE =-O 7( FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY HVHZ � MINIMUM SEPARATION SCHEDULE MINIMUM SEPARATION 'O ••'• STATE �• -w Fri POSITIVE POS OF HVHz FROM GLASS NON-HVHZ % m QQQ p WIND LOAD LOAD WITHq, FROM GLASS •.CO ., TES NEGATNE POSITIVE POSITNE % RADA J'}i DIESNpN UNIMATE CtM177MA WINDLOAD PRESSURE SHUTTER POSITNEAND , INSTALLATIONS INSTALLATIONS s"ON N tu)WITHLL Hm ALL INSTALLATIONS INSTALLATIONS DESIGN SHUTTER i 1LOAD(PSF) O O S3o'ABOVE >30'ABOVE DESIGN NEGATNEWIND RESSURE SPAN 15 30' >3VABOVE /// ALE \ O ._ � OR 31 d 17 MOUNTING (PSF) GRADE GRADE WIND LOAD ALL t(PS� GRADE GRADE L711I III% fT- U t � CONDITIONS- �L a OR@ 8 0 (IN.) (IN.) LOAD MOUNTING (w•) W) �a �G W ='t 239 1 158' 1 15W 15V 29.3 158' 5.r 35' CONDITIONS- 60' a1• � 1.1• Z g.L.m B I pt 60• a0' 1.1' 50.0 158' 30 99' 3.1' 1.4' W W 0,N.1 W S¢Z" 25.0 154' 156' 15V -'pg• a0' 1.5' 55.0 15V 120' 3.1' 1.9' `j t7 g 30.o 147• 15V 158• 120• 5.r 1.9' 60.0 14V 158• 55' 3.5• 0, 4 35.0 14r I 150• 15V 158' 5.7, 3S' 65.0 143' 60• 3.1• 1.1' V .. 40.0. 137• 145• 156• 70.0 137' 99` 3.1 15' tp W W 4S.o 1331 141' 156• 60• a0• 1.1' N 0 50.0 129' 137• 156' BB• a0' 1.8• 75.0 133• 4p 108• 3.1' 15• 55.0 128' 134• 155, 40 108• 3.0' 1.8' 80.0 128' 120• 3.1' 2r 60.0 124' 131- 148• 120' 10• 22- 85.0 125• 132' 5.8• 2.r 65.0 121' 129• 1 1 143• 132, S.r 28• 90.0 121' 158- S.B' 4.3• A 70.0 119• 121 137' 145' 5.7• a5' 95.0118' -- 60• 3.1' 1.1' m E 75.0 11r 124• 133' �' 3.0• 1.1' 100.0 11- 99• 3.1" 1.7, •1 80.0 115' 122, 128• 99' a0' i.r i1Y SU 108• 3.1• 2.0' N Y ri 85.0 113- 120• 125' 50 708' a0' 20' 110.0 110' 120' 3.Y 25' K8 90.0 112, 118- 121' 120• 10' 25' 115.D 107, 132• 5.6' 3.1' .Fa.ii c 95.0 110- ttr 118' 137, 5'5.7• 3 120.0 105• .156* 5.8• 5.2, p m 100.0 iD9• 115• 115' 1 60• .0•a0' 12' 125.0 103' 60' a1' 1.1' 7,S Q en 105.0 107, 112, 117 60 99• 3 t9' 130.0 101' 90' 3.1' 1.8' �� m 108• 3.0• 22, 135.0 99' 110.0 106• 110• tip• - 6D 108' a1' 21• N 115.0 for for for 131• 5.7• 35• 140.0 95• 12V 11' 2r ' - 120.0 too• 105, 105, 60• 3.0' tr 145.0 92, 14V 5.81 5.0• E o eo a1 tr w 125.0 103• 70 84• 3.0• 15' 150.0 89• 84' 3.1' 1S 3 j 130.0 107' 99' 3.0• 20• 155.0 85' -- - 135.0 99' 128' 1 5.7• 35• 160.0 or 70 99' 3.1• _1.9• a e g 140.0 95• 60• 3.0' 12' 185.0 81' 120' 3.1• 3.0' y v 145.0 92' 90 84' 3.0' 1.r 170.0 78•_ 137, 5.81 4.5' 15 150.0 69' 99' 1 3.0' 2.3• 175.0 78' 80' a1• _Ir 155.0 - 86' 118' 1 35' 3S iso•p 74 84• ai' 1.8• _160.0 63' 60 1 3.0' 1 1.3' 185.0 7r 90 or 1 at• 22' s 165.0 811110 B4' 3.0• 15• 190.0 70• 120' 3.r 3.6' 1 X170.0 78' 99 3.0• 2S• 185.0 68• 121• 5.B' 3.r 175.0 -_- - 78' 110' 3.3' 3.3' �•0 w 00• 3.1' 12* 180.0 _ 74'-- 60' I 3.0• 1.3' • 84' I 3.1' 15• • FOR BUILDOUT MOUNT MAXIMUM 110 d a 185.0 72' 120 ea• a0• 1.9' SPANS AND PRESSURES,SEE or I ai' 2.5' '•5: e E i90.D 70' 105• 1 3.1' 3.1' 110' 3.3' 3.3' E TABLE C ON SHEET 6/13 3 66 I, 195.0 88' fi0' a1' 1.r e� p 200,0 1 6B. '•FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 1. 3.1. yY$7 I TABLE C ON SHEET 6/13 120 99' I 3.1• TABLE 1 AND 2 NOTES: 52 It 0Q 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: �i I COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 6(z9 I 2. DESIGN PRESSURES SHOWN IN`ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN Q �n1 TM 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN - ••Y� PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. PRESSURESDE AND (' _ SCHEDULE•ABOVE ARE MAXIMUM ALLOWABLE DESIGN > 3 OUTSID OF THE THE 6.8 SYSTEM SITYUTTER BEIBE NG REVERS DD WITH E FORT EXAMPLE: l` -_ 3. NO SE ARATION FROM GLASRESPECTIVES REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE v F INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF po +pDW+tLeDewmoPE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR '',..':.;,..�! THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND 15-2338 AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE •���' '`'. OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT sGLE1 ' HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN •` y IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE DESo PmiON, _ I PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. SS 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT •�' '�', - S. LINEAR INTERPOLATION BETWEEN - SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, 53THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. I USED. i C %PENK L RE NMDO.P.E.-'l 49 Allb PIE 004654 8 092: 7 e ��RIDA•,.• o t4 P7 6 i GENERAL NOTES: ��ONALt�NG\?` WW LLNLL $ 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 VARIES - NO LIMIT Z V>u s ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE 9 ��o UR THIS SYSTEM MEETS MISSILE LEVEL"D'AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN Z ay t0 Oa' NI E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION L1J oN g �� 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE °3g°� DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE —TOP TRACK y K d=w R UIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BU1 ING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE o w W CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. p 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: 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 W rn A CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Z J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a oa VIEW LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. rn a Y 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 ar$ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 r o t a o SHALL BE USED. I-- � o m B. THE SITE.SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC Z) �o o�z 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 0 J =tn< ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢ 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. _ orf 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld f S Q CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR E VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM rn 3 o g THE STRUCTURAL SUBSTRATES DETAILED HEREIN. d `+ 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE 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 DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHU*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS ^ n TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER i3 Mal l I( 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION 9 a a 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION "a ° MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16"415052 ALUM.ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR g BOX LOCK AT CENTER OR SIDE CLOSURE. 61 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". I 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s 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 OOPODC�ftPPUKLtv1iN00 PE ABOVE-NOTED BUILDING CODE 15-2338 i 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 Ste•,Es ' I PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND PAGEDESCRIPTIONS NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK I f 1 I 2 874" PROJECTION VARIES ..... ... 3.610' 4.874' MAX 2 782" �069' 1.907' ils" 1.825" .997" 1.82S" L 1 25"' �125'* 1.825" 14 3' 143" y 013CO046549 in 100" 7 a., 1 08- .100, cu I I.ioo-- .1001�, 1481, 1001, 068" 14 3' .099, r 1951* 6 .143 .195'* 11.19�1',j 1 11.195,111 4 14.3 143 ID Cq 9 t b p Z j;; x �u_ ATE ax 41IU M X Tj- .062' 1706' 0 1 ot� 6,11 1"3 5'* 4'3' r 195--1 q 19 1 62 0 14.3 62 .61 0951* Ln UT cl� 2 0 �6O 0 9S 630 .6 2'.63n 200' 1,06, o1v wul Evi- .200 662 Ul our=9 62" .062' L 630-� _0.. .062" .062' -'.. 2'o 09 97 1 00.1 2 095 97 38'630 1.250- .97 r .588, 630' 1. 10"" Z .971" .9711, sq .095, 2.. 28. El 2.822- F3 �c lu 0 7.250" 1.200- .095 .971" .030' 2.74 z 0.-� 3 61 mm 6 5.7451"m X. flin 1 3.610" 5.745"MAX. I ww 0,4, LITE 2-LEG WALL uj E 3:rL 0 Oj �IALL BUILD OUT WALL -LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL /,) HEAVY 2 SCALE: r SIZ SCALE;HALF SIZE 0 (�) SCALE:HALF SIZE SCALE;HALF SIZE 0 Lu HALF U-1 SCALE:HALF SIZE SCALE:HALF SIZE W ui -WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' In '1.825 • 7 looll 2.6S5" .875' 2.195' 1.230' 1.825" 2 195"' .510' 2.655' 2.365' sas 1.583" .510' .460' .600, slol. .0(0 Ln 10 .400.• I t,� * IQ cl) In a9s, 101, cu 105, .621' 2 'o. 105 .106 _jI cu TYP cu �305' �i L�lo5- TYP* c� 1.069, .621, Y_IK.-__L___ .875- 3.635* I 1 1.621- BI 2.300" 250" 4 101, 85 �3 rs'aoLEc2 zJ3mo 5 .9 4.510 2.195 c4.510- 29 5" mrgi SILL Og SILL ADAPTER Ip EXTENDED SILL ADAPTOR MID SILLMID SILL ADAPTOR ® IL SCALE-HALF SIZE EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE @ SCALE;HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE 143' 4 603- .143' 30,2 1.706in - 4.140" It 2'58" .060 32S" s!$2 2 t: .217" R 0 i I� .030R 3.963' 1.625" .069.. 34E 3.41 kq 0.080 @TYP, 6.8 SLAT/BLADE 6.8 STARTER 682' .630. 1 096* F�- 4,,, SCALE!HALF SIZE SCALE:HALF SIZE .1304 hl L, L CD 2.822' 1 . 0.115 'I1 1 q i I I! fu .621' RADIUS CEILING HEADER/SILL 'Q 0.096, WALL SILL SCALE:HALF SIZE .180, SCALE.HALF SIZE .310' q m 080* 14,102 cu 630' foeol V? In 0.080- CR 15-2338 SCALM FA_Gr;PESOUPTIQN, GCEILING HEADER/SILL 6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE WALL SILL CLIP SCALE.HALF SIZE SCALE:HALF SIZE ;RAN%S1'1'1 _E_ .3750 `71111111 I11!/(/ 1,110-24 THUMB RE - STAINLESS STEEL ff.)251 SCREW iiH 10 ASSEMBLY 5-IN - 9 1 .32 0 HOLE No PE0046549 o !u N LON E 0 C4 �Lj WHEEL .062' 1.1001, STATE OF 240" > 0 v"I750" i - 5' MAX. TYP.AT EVERY OTHER 0 B70a 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP AI_ -- 'tn SANGLE SCALE:HALF SIZE AND @ONLY CYLINDER-SOLID BRASS,NICKEL PLATED z uj 0 ROLLER ASSEMBLY HOUSING-ZINC OICAS7.POWDER COATED .-Cc 0u'" SCALE;HALF SIZE SLIDE ROD SCALE:HALF SIZE NOTE:MAY BE KEY OPERATED OUTSIDE OR THUMB 130- g< @ SCALE:HALF SIZE TURN OPERATED INSIDE m .1 cvpb tf.250* w °o<w BRASS PUSH LOCK NYLON WASHER SCALE-HALF SIZE (n":.z ail OR ALUMINUM .357' uj (NYLON BUSHING 4ma, CO �� M fi 1�2 STAINLESS .2761' OPTIONAL) .500' 14 x 2-3/4"410 HT S.S. INSERTS SCREW W/ T m TC ULTRACOTE COATING cl INTO _2_250' TRACK (TYP TOP&BOTTOM) .1 5' Z� L NYLON BUSHING W/WASHER; .134' .137' In C4 7/16-0.1/2"@ INTERIOR JOINT TOP L..224' 17/16-0.1-1@ INTERIOR JOINT BOTTOM C, �t EITHER CAN BE USED ON EXTERIOR BOX CENTER INSERT m BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE m RAINGUARD DECORATIVE FLOOR TRACK Z'E; (B @ SCALE:HALF SIZE SCALE:HALF SIZE r',I-T SCALE:HALF SIZE 2125' 742' .623' .236' .266'. 2.702" 2.642" 1.110, 2.465" 1,710' .267' 2,405" IT, 443' o, 2.289" 2.216'* a) 1.084' .443' .090, 1, m w cn?-f.284 1.200" V? w 1.100 z Oi I cy u, .19 .250" cj 1.068' .239, a, I. Lr)M 250" 1 125' e 0 Lr) 3.4431 .496 if, cu cz 6' 125"* .125'• 0 .160, • .222' -1' 062,•U .190' 62' �j L7- IV 'D 2003 6.8 CENTER MATE UNIMATE LOCK MALE BOX CENTER FEMALE BOX CENTER 3.3 OUTSIDE CENTER MATE INSIDE CENTER MATE SCALE-HALF SIZE SCALE:HALF SIZE SCALE!HALF S171' SCALE-HALF SIZE SCALE.HALF SIZE .062' 7/16"0 STAINLESS STEEL NUT NOTE:ATTACHMENT SCREWS FOR 5.500' 1:3,116- WIDE t--f.400' END STRIPS SHALEL SBEERNIOSIOAX HEAD STYLE VARIES x OR PHILLIPS DRIVE EW 30 HAND-I IGHTENED ONLY. 38 THUMB SCREW A .250,f-f • SCALE:FULL SIZE X 00 MVIT20.1 OR 5416-180 0 C IN N iu w SCREW STAINLESS MEN Hill 0.- 9"' 12 AS 0 .496-0 2 1"_ 1.711 C? CD Joel 5/HR16EA"0 INTERNAL STEEL P T TYP. 37 T-SCREW INSERT 72:378 p E 4.500' .689' POWDER COATED,ZINC DIE-CAST SCALE,FULL SIZE -i luPArE DIMCMIRTION! SECTION A DELTA MODEL 2022T-LOCK ADAPTER .254. 400 40b 40c INDUSTRIAL SYSTEMS &(OPTIONAL) 7.000' rBOX LOCK SCALE:HALF SIZE END STRIP 1" 7 @ SCALE:HALF SIZE - 2X7 ANGLE 2" & 3" EXT SCALE'HALF SIZE SCALE: HALF SIZE . `\\\\\\)1111112 FRANK LD9 NARDO,R.E. FASTENER I@ 18"O.C. EXISTING GLASS DIST- EXISTING GLASS (USE ANY ANCHOR SHOWN EDGE �•'•�C I IN ANCHOR SCHEDULE) DIST. Na N E004654 C � •• ME vs EMBE SILL? (INTERIOR) g �Btg 1k _ ALT.DIR CTION ! ,yNv -b uE' IDNEMBED. 17 ogio OF ANGL LEG II II I � _ b `�- (INTERIOR) 17 TATE OF won 8m 'i F(ORlO�. H.P1 vi0 MI 0,062"ANG THICK 6063-T6 / • NAL w-',` u A UM.ANGLE 1"x 1"MIN. ay EDGE AY BE REVERSEDNGLE LEG 3 4 29.29b "fill1111\\ W Dam'�I a wU DIST. 38 29 ASTENER(d 18"O.C.(USE ANY 13 15 19n HQ US ANCHOR SHOWN IN ANCHOR y NzF 13 13 13 13 SCHEDULE,1-MIN.EDGE DISTANCE) TO 1 8, 38 13 yg 29a 29b Z^ 6.80"(TYP.) i 29 1112 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) WW o•"w'- z t OR S.S.SMS,3/16"0 ALUM INTO CENTERMATES 1/3 3LL� 17 ' EXTERIOR 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE U1Cdsm (EXTERIOR) THREADED HOLE.LOCATED(nl MACHINE BOLT 8 NUT SHALL BE 3/8" w 1/3 SPAN TO 2/3 SPAN FROM [w 18"O.C. MAX WIDTH . W W TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1"HEIGHY �O SCALE:3-=V-0" 58'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>B-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR SCALE:3"=V-0- AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING rn SHOWN ON RANDOM OR(1)5/16=18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 DETAILS SCREW I 0 THREADED MAY BE SUBSTITUTED WHEN USE WITH INSERT 37 AT 1/3 SPAN w 7O 2/3 AN FROM CENTERMATE q29 AS SHOWN,RECEIVING SEC ENO STRIP SCHEDULE w_ BOTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" FOR MAX.SPAN WHEN Rat ECEIVING HOLE SHALL BE 30 '•'i_� a m /8"MAX WIDTH,UP TO 13x�z USING COa,LOO OR 40L Nis o m 1"HEIGHT. 30Wg END STRIP SCHEDULE M(INSIDE) uP F PAN40UEAPPROPRIATE U1 ` STARTER STRIP TO4UPROVIDE CLOSURE FOR13 172 80• BUILDING CONDITIONS.732 5'870(3.T) 62 95• N STARTER D STRIPFASTE TO TRACK W/ v !3 3.810(4.T) 62 86• AT 10xN SCREWS OER+D 7P 79• (MANDRT GHTEN ONLY). ALTERNATE END STRIP DETAIL _g 7..0x3• 45 93• SCALE:3"=1'-0'• ANY TRACK R 13 IN! x0.093' S2 BT W/SCRE\J BOSSES. iao ANGLE 660 ar 81• b`�4'n� 7 75• p SILL laJ73 73' En O I 2•x3• 45 J39r O Z ANGL6E• 57 1233' EXISTING GLASS h 13 6 2• 1 USE(1)BRASS PUSH 30 1• �W;u USE(11 BRASS PUSH LOCK (INSIDE) LOCK OR 111 5/16-18 13 3 09' =�s�a Fc OR(1)5/16-18 THUMB z 30 _ SCREW I O THREADED S THUMB SCREW INTO, c o THREADED INSERT l3 Il %ptY5• 45 136 o uo�g TO 2R/3 37AN FROM SPAN SILL o S�ii ¢ T AT 1/3 SPAN TO 2/3'� I SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 67 25, "�"'�'�" BOTTOM OF SHUTTER y SHUTTER.RECEIVINGgI YS HOLE SHALL BE 3/8" 121• RI A MAX WIDTH,UP TO 1" 23 _0' a M HEIGHT 73 114• @•`• _ _ _ FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP CC1 TYPICAL OUTSIDE CORNER CLOSURE scNEDuIE,END6TRIPSREpUIREA 5 3D € a �!R DETAILS WO CORNER POST 1-%1•.090'NPANGLE HIO SPAN 73 USING ANY ANCN00.0N THE 30 WPDbOOFlWKL6BFW90PE NTS 13 SANCHOR CREW ORu420DOLTSTOEND�x 31 215 13 23 (OUTSIDE) 15-2338 SILL STRIA USE(1)BOX LOCK AT 1/3 PACE�ESCRTPT1ONI SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE/ aCC2DETAILS WO CORNER POST = MULTIPLE SHUTTER ASSEMBLY NTS Lk.a y o SCALE:3"=V-O" FRANK L BENNARDO,P.E, 2 FASTENERS ALUM. TUBE6063-T6 ALLOY -- C2 CONNECTION TYPE 1111L1111111f7 PEa046sa9 EACH ANGLE SEE TABLE A FOR SIZE. ~ REFERENCE ANCHOR EXISTING 1�•,. /j / \ SCHEDULE FOR MAX STRUCTURE �•' VC 7 1"x 2"x 1/8'. SPACING _ �9/ , OR 2"x 2"x 1/B" / \ CI CONNECTION TYPE 1/t-20 M}1Q[INE O(,i - c ` REFERENCE ANCHOR W/NUT LZ 2";O �RE004654 ALUM.ANGLE SCHEDULE FOR MAX ® 4 14 SMS:(761'O C. THREE 3/16"0 o 13 I SPACING 1/ ITYP,TOP• 1 OTTOMI ALUM. POP RIVETS .1 1/ ��0••• STATE OF ~m B1: OR ° 17 I�• ALTERNATE THRU BOLT '.• THREE 012 SMS, 3/16"0 ALUM POP I:. C7 CONNECTION TYPE "'� "••:�CORIOP,. TI�'.~.J �2 'YP17 RIVET OR#12 SMS _ REFERENCE ANCHOR oo SOR(80 / / LLNLL N!�m ( SCHEDULE FOR MAX. �S O , am TABLE A(Co) (0118"O.C.(TYP.) I i`I� 1� I SPACING FOR�S��OR /11111 u1 0 UK PRESSURE VS ALLOWABLE LENGTH I -T- w �El�1 EFF��1�L1 �cc �q•• / / MAY USE MALE OR I I I A I p I 1 PSF 2'#BNo B/O8• FEMALE LOCK-SLATI 1 &FOR HVdZ 13 r a w o Z ¢F;1 p rUw 62 130' I88' 13 _ GLASS FOR MJN. 2 Q w W O•�W 72 I24' 17V \ - / OR DOOR SEPARAT01 0 B.J / 3 �z CC TYPICAL CORNER CLOSURE DETAILS _ �� To cuss x m In z bsv 82 119" 172• NTS �� EFwr ow W 6 92 114" 16S - T ABLE q<TF r _ b p ALLOWABLE 102 110' l60' RIOR 6 OR 5 ~20 109, 14T TABLE B(aL:4) ALTERNATE THRU BOLT CS CONNECTION TYPE O9T 131' RE VS ALLOWABLE LENGTH REFERENCE ANCHOR 2W Be 114" PSF 22'H Bf0 V3/�HIIFSCHEDULE FOR MAX. X0MA SPAN PRESSURE CI CONNECTION TYPE 1•• 1/4"MAX FROM PIN REFERENCE ANCHOR GUIDE TO BUSHING yIA 62 113' 166' 1251N. +/•30.1 PSF SCHEDULE FOR MAX. f' WASHER ITYP.) NTSE 72 10T I5T 2211N. +/•31.1 PSF SPACING :it 1" 1 `19 p�p 82 101" 14T 1181N. %31.9 PSF 9 ;n 1I 014x3/4.••SMS 9"O.0 ~-3 m 92 9S 339' 1151N. +/•32.7 PSF ---J ANGLE TO TUBECOI4NECTION N 102 90' 132' 1131N. +/•33.6 PSF EXISTING / O'er v M 12D 220 IN. +/•34.2 PSF 2"x 2"x.125" _ a m B3" 122" 1071". +/•35.2 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUB[ _DO Z 15 74' 109• 1051N. +/•35.9 PSF BLOCK OR 5 CONNECTION TYPE c U 200 64• 94" 2031N. +/•365 PSF WOOD FRAMING REFERENCE ANCHOR ^ 1-1/2"MIN FOR C014CRETE 1O11N. +/-373 PSF SPACING SCHEDULE FOR MAX. OR BLOCK AND 3/4"MIN 991". +/-38.0 PSF E 3 FOR WOOD 951". +/•39.6 PSF v g Cb ALTERNATE BUILD OUT MOUNT SECTION a FASTENER 18"O C 921N. +/-405 PSF m fy � (USE ANY ANCHOR SHOWN 891". "-423 PSf SCALE.3"=1'-0" 1 p IN ANCHOR SCHEDULE). 861N. +/•43.8 PSF o 831N- I+/-45.4 PSF 81 IN. +/-465 PSF 6: 181"._+/-483 PSF ACCORDION SHUTTER PER PRODUCT APPROVAL ai 761N. +/•495 PSF 741N. +/•509 PSF t S 3/16 RIVET OR 012 I 2"x 2"x `�t'S 721N. +/•523 PSF x°i TC sM5 18"O.0 OR .090"6063-T6 'J• G 701N. +/-53.8 PSF APPLICABLE AT TOP w✓� z h 1/4-20 NUT 8 BOLT 17 ALUM TUBE TYP ,F,d u =BOTTOM 5P @ 681". +/-SSA PSF (T OL. 3/16"0 ALUM.POP mew Jq J ALUM.TUBE RIVET OR 012 SMS Z�^' 661N. +/W57A PSF W 2"Ott 3' Y,HR W Q a1 ;2 4•YBO 6063_T6 ALLOY ( FOR 1. SEE TABLE B 2'•x 5"x E. �- u F FOR S12E. 2 FASTENERS z CONTINUOUS an 13 r• mo 0 1/2'MIN. 2Ee o EACH ANGLE ALUMINUM ANGLE + p �= 2•x 3'xY,'x 1"x 2"x 093" OPTIONAL ANGLE INSIDE 6 FOR HYNZ = z u w CONTINUOUS OR 2'x 2.175• E 6063-T6 ALUM. THREE 3/16"0 ALUM 17 ORIENTATION TYP. 17 G1A55 SEC TABLE 2 u! oNd 2'x 'xCONTIN0005 6 ygNGLE,TYP POP RIVETS OR % 2 yi � G I i1 1 1] THREE N12 SMS,TYP. OR ODOR TO GLASS u a¢F 6061-T6 ALU ANGLE zs 1 T'x 2"x 1/0- u'A 2, - 0.9'MIN.THICK 6061-T6 - :I 13 c = OR 2"x 2`x ve•' ALUM TRACK FASTENED ALUM.ANGLE ANGLE FASTENED TO E 1 USE MALE OR FEMALE It 4.6 EXISTING 3 KSI MACHINE SCREWS AT 3' �x LOCK-SLAT) „�, "' --- - S 6' C4 CONNECTION TYPE CONCRETE HOST FROM ENDSAND9"O.C. CONROOTRAWLBFAlMMI'E ' 13 13 W REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE SCHEDULE FOR MAX. Y4'0 ELCO ULTRACONS 2-1/2•MIN. ZS-ZS3S SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SGLEI - 012 x71/12"GALIVIANIZED (OUTSIDE) GED174.O.C.FOR BALANCE HOST STRUCFURE(3000yACE oEsc111vrsON1 OR S. 6"0 ALUM WITH 13/a'MIN PSI MIN) CC4TYPICAL CORNER CLOSURE DETAILS POP R , /t-20 SIDE CLOSURE OPTIONS EMBEDMENT AND Zj- NTS MACHINE BOLT 8.NUT SCALE:3"=1'-0'. EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES a i 1@ 18"O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3' 9� 1, MIN.SPACING,TYP. BUILDOUT MOUNT EE INSIDE SILL MOUNT SECTION O SCALE:NTS SCALE:3"=V-0" IN FRANK L BENNARDO,P.E. REFERENCE ETION ANCHYOR EXISTING ``1VV11)1U iPf9D46S4B z FOR ASIM SCHEDULE FOR MAX. STRUCTURE ❑7•- ESSENTIAL SPACING �• ( FOR�Siu tt S"MAX. �' •••N•�5., ESSENTIAL Ccwa A 1 C1 CONNECTION TYPE 1/4-20 MAQ)I BOL'7 ' GLASS ¢ > GLASS E TABLE/ w W/NUT L.OR OR DOOR ' '•I 0u u_ OR DOOR &FOR HVHZ w w m REFERENCE ANCHOR 19 Ca If' - SEE TABLE 4 r w>> SCHEDULE FOR MAX. O 1114 SMS(M b�Q.0 No PEOO 6549 &FOR HVHZ '-a N"' SEE TABLE 2 N i 10 SPACING (TYP TOFr OTTOM) SEE-TABLE 2 O z FOR MIN. 73 O '� /2.. FOR MIN. 13 w a 0 SEPARATION SEPARATION X w o^ TO GLASS L7 en-i ip ] 1/4"-20 THRU BOLT W/ 70 CLASS a=W 1112 x 1/2"SMS[a1 12"O.C. a w¢a¢ L'1 �_ (�OR 6 OR STATE LOCK NUT Cal 12"O.C.OR F r r m OR 3/16"0 ALUM.POP oar. 0 ?�( FCOR YY.. 012 x 1/2"SMS Cal 12"O.C.E.S. 'z r a RIVETS Cal 6"O,C. OR 1/4"0 u"a ❑ WJOR�� �is•'•••••• OR 3/16"0 ALUM.POP w O r ALUM.POP RIVETS(la 12"O.C. Q w/S/QN U) RIVETS Cal 6"D.C. E.S. \ u� r wJ/1(111 L 0M!= &q OR 1/4"0 ALUM,POP RIVETS / 11 AND 2� FOR ASTM ll•• �,5 1/4"MAX.FROM PIN w w r u m �) (al 12"O.C.E.S. ASSEMBLY GUIDE TO BUSHING— IA Mwr i 0 rr�7L1 111l Q z � 1/4"MAX.FROM PIN - LF'�L Q9 AND 10 / GUIDE TO BUSHING 1/2 1/2 TYP. WASHER(TYP) FAC.I ITI Nw0 aYm�B�O m GLASS &FOR HNiz UI O u w W 0.4 ®z ASSEMBLY WASHER(TYP.) IrtL =rzu EE TABLE 4 Z oNguz'IW 1/2"TYP EXISTING CONCRETE, W 4 CONNECTION TYPE OR DOOR—II SCE ThBLE 2 Z p Z m V w S C1 BLOCK OR WOOD FRAMING REFERENCE ANCHOR u FOR MIN. X w tt a EDGE a-10 m / SCHEDULE FOR MAX. SEPARATION p a w f 3 CONNECTION TYPE DIST• I A OWN 10 CLASS u'^ o w ui SPACING S SH w REFERENCE ANCHOR a / tDIST 4 CONNECTION TYPE IN DIAGRAM ON PG.10) SCHEDULE FOR MAX. / SPACING AS SHOWN REFERENCE ANCHOR SCHEDULE FOR MAX. r 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT FASTENER O m OR 6 R Ic11/GGG..JJJ REFERENCE ANCHOR EXISTING CONCRETE, LOCATION FRONT AND "� ❑ �0 n SCHEDULE FOR MAX. BACK ANCHORS NOT REQ'D 1/4"MAX.FROM PIN BLOCK OR WOOD FRAMI n / \ SPACING.ALT.FASTENER WITH THIS LOCATION Cl CONNECTION TYPE 2 GUIDE TO BUSHING m / ® LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) ] / \ 1/L"MAX.FROM BACK ANCHORS NOT REQ'D OB INSIDE MOUNT SECTION SCHEDULE FOR MAX WITH THIS LOCATION '" w 8 PIN GUIDE TO SCALE:3"=7'-0" SPACING —05 CONNECTION TYPE I BUSP')HING WASHER O INSIDE MOUNT SECTION _ EFERENCE AN MAX °p� N� Q o SCALE:3"=1'-0" ISTING CONCRETE, SPACING 7 a p M I I NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, LOCK OR WOOD FRAMING EMBED. O?� ae m THE BASE TRACK MAY BE INSTALLED IN SECTIONS Zm r Fi WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS (;0 BUILD OUT MOUNT SECTION .D / A MINIMUM OF TWO SETS OF ANCHORS AND ISA 7S. IJ � � TYP. BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE:3"=1'-0" USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING c F OVER THE GAPS BETWEEN SECTIONS. l._.4 _ ofILI EXISTING EXISTING CONCRETE, STRUCTURE 3o g BLOCK OR WOOD FRAMING EDGE IST. 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION y2 v EMBED 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/EXTRUSION #1 R REFERENCE ANCHOR ❑ E SCHEDULE FOR MAX REFERENCE ANCHOR SCHEDULE FOR MAX. S 6 SPACING SCHEDULE FOR MAX S SPACING AS SHOWN SPACING i IN DIAGRAM ON PG.10) 14-16 7�]RQ2 9 1/2" r 3 4 1M. w E LIS GLASS w Ir- m ❑ Sn a OR DOOR & VH2 13 r _❑o "4w Lw7N ' ir 112' w N12x1/2"SMS(a112" SEE TA O mh1- NI wwr b w ❑ w w r m O.C.OR 3/16"0 ALUM SCPARA710N V' o Zh. II I I 13 r N N„❑,o B I FOR rr-N=o tt POP RIVETS(la 6"O.C. X tt z C GLASS OR 1! &FOR HWIZ =I=..z u 0 OR 1/4"0 ALUM.POP a a DOOR N 0 N u r FA III E 13 ==NIS RIVETS(x112"O.C. E OuNr FOR MIN. 0- £ �} GLASS L 4&FOR MI r z0 V " SEPARATION X w¢z OR DOOR HVMZ SEE TABLE XZ pzm 10 CLASS f-'oar oS(52F1 & Y 0 1/4-20 S.S.MACHINE F IF N a u o a r OT ANDOB 1/4"MAX.FROM PIN C �, 711 SCREW&NUT L GLASS 1 u'n ASSEMBLY 1/Z" 1/2•. GUIDE TO BUSHING 6 12"0.C. a TYP. WASHER(TYP.) wi 0 0 1/4"MAX.FROM IN 1/L"MAX.FROM PIN m w X w —C4 CONNECTION TYPE 7/2'• GUIDE TO BUSHING a GUIDE TO BUSHING `�RO2 WASHER(TYP.) r E WASHER(TYP) EDGE REFERENCE ANCHOR I ¢ a 5 6; EXISTING CONCRETE, 01ST. SCHEDULE FOR MAX C2 CONNECTION TYPE 1V/EXTRUSION 2 COPYR0ffFR"LB0ftY RE. BLOCK OR WOOD_ EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE 1V/EXTRUSION �1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 10) REFERENCE ANCHOR 15-2338 © OR REFERENCE ANCHOR SCHEDULE FOR MAX. I 3"x 3"x 1/4"CONT 4 CONNECTION TYPE 1112 x 1/2"SMS Cal 12'• SCHEDULE FOR MAX. SPACING SCALE= 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, PACE DFSCRIPTfoNe (MAY BE REVERSED 0 SCHEDULE FOR MAX. POP RIVETS Cal 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING E SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REO'D i dt AS SHOWN DASHED) WITH THIS LOCATION a RIVETS(d 12"O.C. 9� O WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTIONO WALL/BUILD OUT SCALE:3"=V-0" SCALE:3"=1'-0" SECTION SCALE:3"=V-0" 4� I , I FOR ASTM ESSENTIAL `````1111 Illl .00465 9NNARDO,P.E, FAOR MVH SEE TA FOR BLE 2 z w EXISTING ALT.LEG DIRECTION 1/4-20 ``� '' "ENS• '{ /0 GLASS OR MIN.SCPARATION TO u STRUCTURE V OR CLASS 1300 tv 1216063-T6 ALUMINUM BOLT IW/NUT 17 DObR ¢w r ANGLES PER BEAM END, 12"0 C OR _* NO PE00465 9 O Z x I SIZE PER SPAN TUBE @ C - ' 1/4'•m ALL 1 SCHEDULE 014 x 3/4" r Q N Q POINTS SOLID ,( SMS 6"O.0 SPAN TUBE SCHEDULE /� -�0 '`S"'• 5 O SET ANCHORS -' SPAN TUBE lJ' bN I NUMBER OF Q i E M w a WITH 7/8"MIN. _ PER DESIGN ALLOWABLE TUBE NUPABEROF ANCHORS PER ^1L11j1411Ub1�/TI�LD 'a V X to to z EMBEDMENT IN - TUBE SHUTTER SPIN THRU-BOLTS i(1� EN Ju m Bz I A7 CONCRETE OR ^ CESS HOLE SCHEDULE ANGLE i t�' RIDA,•' Q=¢ w BLOCK,3"MIN SIZE SPAN ~r SPACING AND ` TOP BOTTOM TOP BOTTOM TOP BOTTOM 7bq LL=a O 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE T110E//jl ••1 1 U7 W W E oT: DISTANCE. f- !�A wp = a I=il Q a O'� 2Y5k 60' 123.8• 135.7 2 2 2 3 4• T Z_ �0)U..i . > 90' tOt.T 100.9' 1 2 2 3 3 7' 7" X�1111((11 QQ 5 6 0 0 0.725 ---� U•4. Sa Q W g LL 0 0 ly w 123' 89.9• 94.4' I 2 2 3 3 7' T p f0 z=O V m (7] 3"MIN 14 16 p x r+ Z u T3 K7 ED.D15T. 2�6x 60• 128.1• 157.0• I 2 2 2 3 Z. T oN0 xziw /2- It KOSCERE 85TlLE$ NTIAL FACILITIES 13 u to 98' 174.8' 124.1' I 2 2 3 3 7- T W"LL ON J i TABLE 4 k FOR H1HI SEE <Z0 0.725 123• 1028' 109.5 1 2 2 4 4 10' 10' p W•' i7 1/4"MAX.FROM PIN GUIDE W Q 3 � TO BUSHING WASHER(TYP.) GLASS TABLE 2 FOR MIN.SEPARATION w Cw= OR DOOR TO BEA N N u ZS.Bk �" 139'0' 186.9' 2 2 3 3 T 7' N W sw m 90' 122.T 155.T I 2 2 3 4 T 70' O W O 7W01/4'0 WOOD 1/4"0 THRU BOLTS =W Q 0.725 '00 LAG SCREWS @ 24" r r 123' 115.4• 137.6• 2 3 4 5 10' 13' N OC.MAX.WITH 2" SEE BEAM Or 60• 15&1' 240.0• 2 2 3 4 T 10• ) THREADED PENETRATION 3"MIN SCHEDULE FOR z 1" 2'x70'x ED.DIST. 7 98' 140.8• •228.9• 2 3 4 8 70• 78' "T"INTO CENTER OF STUDS EDUIRED N MBER = 0.1 876, 123' 132T 203.1• 3 4 5 7 13- 19• EMB "T• 14 SHS @ MIDEPAN BETWEEN 14 16 1/4-MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER{lYP,{ 1. x z 4 x x14'ANGLES FOR 2'xS"&2"x6'BEAMS. PLYWOOD& TUBE CONNECTION 1/4"0 ALL 2. USE 2•xS'xl/4'ANGLES FOR 2•x0'&2'x10"BEAMS. . POINTS SOLID �+ 3. USE BEAM SCHEDULE FOR DETAIL). STUCCO FINISH 7••x 4"x.125" w� 6063-T6 ALUM.TUBE SET ANCHORS -- SPAN TUBE PER DESIGN 4, TOP BOTTOM BEAMS MAY BE USED TOGETHER OR IN _08' WITH 7/8"MIN. - +- SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED 7L$ ' EMBEDMENT IN TOGETHER,BEAM MUST BE LIMFTED TO TOP BEAM SPANS. I I THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH to rn n I EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN r �' W/NUT 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN O n O SPACING AND 3" I� C° 12)6063-T6 ALUMINUM OR N14 x 3/4"SMS TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, cw ` O WALL MOUNT SECTION THIS DETAIL t4AY MIN EDGE /'I� ANGLES PER BEAM END, �° ANCHORS,ANGLES AND BOLTS,WITH THE SHUTTER SPAN TAKEN Q? 4 m DISTANCE. SIZE PER SPAN TUBE 6"O.C. 711<Q SCALE 3"=1'-0'• ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS AB VE AND BELOW THE BEAM. AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. u Ea j STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. m EMBED. MAX DESIGN LGAD =_72 PSF E 3 g R w Oj BEAM SPAN SECTION m r s -GLASS SCALE:3"=1'-0" A FOR ASTM ESSENTIAL OR DOOR c 1'` , o n E6OLITIES SEE TABLE 4 k 13 7 D in 1p4 FOR IIVHI SEE TABLE 2 N II EXISTING WOOD FOR MIN.SEPARATION TO1/2- @ o y I CLASS X z 1/2" 3" 1/2" I TRUSS OR RAFTER rr I I n, w i E an @ 24"MAX.O C. �-12'EXISTING FINISHMATERIAL I / t ^"'n V^ 7/t•'MAX FROM PIN GUIDE ' ' 1"x 4"x 1/8"6063-T6 14 16 - TO BUSHING WASHER(TYP.I °6 ALUM.TUBE W/THREE 1/4"TILE IT YP.) 1 w r m 1/4"0 W000 LAG d 6 FINISH MATERIAL t4Ai E_ [y SCREWS WITH 2-3/4" ALTER $ 3/4"PLYWOOD MINIMUM THREADED / � c PENETR."T"IN WOOD @ l J -1/4"o A325 GRADE THRU BOLT @ 7"O.0 EACH RAFTER OF TRUSS' I ' OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. •'• GALV.OR S.S 24"O.C.MAX.WHERE 5 6 TUBE EXTENDS BEYOND -G^ Ex D �- 1/4"o ELCO ULTRAC014 TO CONCRETE/CMU LAST TRUSS MORE THA • 5"O.0 W/1-1/4"MIN.EMB 6". EXTEND TUBE TO w 2"x 5"x 1/8"6063-T6 OR 1/4"m LAG SCREW @ 9"O.0 W/1-7/8" NEXT TRUSS. \ w��m ALUM.ANGLE W/THREE kp MIN.EMB. IN WOOD SG=0.42.TO 0.55. // N=W o 1/L"m WOOD LAG 1/4-20 SS MACHINE SCREW Fal 13 7 'A=te SCREWS WITH 2-3/4" lXPflMiiffBYu(LBEMBAWPE , / 12"O.C.IN BETWEEN TRUSSES ==z uw MINIMUM THREADED EXISTING CONCRETE, ~O N PENETR."T"IN WOOD 15-2338 HOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE ON l0_ @ WOOD FRAMING SEE 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR 014 SMS 7<2 O z m EACH RAFTER OF TRUSS, SCALE, - ANCHOR SCHED.BASED ALUM ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN ,1.m 44 ON TYPE OF STRUCTURE S Oar 24"O.C.MAX WHERE PAGE OESCIUMONt E wtn ANGLE EXTENDS BEYOND 53G LAST TRUSS MORE THAN (MAX.DESIGN LOAD:72 P.5 F.1 6", EXTEND ANGLE TO 13 i O PASS THRU DETAIL (MAX.DESIGN LOAD_72 P.S.F.) NEXT TRUSS I Q H SCALE:3'=1'-0" O TRUSS MOUNT SECTION no a$ SCALE:3"=V-0" O I I i GLASS OR DOOR \ 2- FOR FOR ASTI1 ESSENTIAL '�—� .' •r�. 44&FOR HW2 SEE *ITIE-9 SEE TABLE : NO E0�654 GLASS OR z GLASS OR I I DOOR O 7- DOOR m IABIE 2 FOO MIN. o; FOR S+ o a FOR T ¢ SEPARATION TO CLASS w u ---- ---- FUu.. II F E .- f,w�l- �•(\••'. ST 4 FOR F•a w m TABLE 4&FOR w F j H w N 'm I I F FF}}IRtgg11• 2 FOH M.N. =w G a 2 OR MPL Mwi 2 m I x Z'O•' •' SEPARATION TO y w a Q SEPARATION TO ul F L7 z-r O 4"MIN. //�zQ tQ.�.. GLASS Q= J C1A55 X z 0 13 X w¢z' /!!!! W �W= 13 X~w Q 13 X w = C7 CONNECTION TYPE >:~'°a RADIUS HEADER MOUNTED Z j F w o w REFERENCE ANCHOR Q N PARTIAL ELEVATION L9 Qy o¢m O o ux u� SCHEDULE FOR MAX. — SCALE:3'= 1'-0' ZX o�rm. III 20 28 a a SPACING ',T .250" W e11 w z zso~ zso y i 3 —1z / 0 C TH 1-1/ Cal 24" C6 CONNECTION TYPE w VI W bxw O C WITH 1-,/4" MIN REFERENCE ANCHOR LO w 8 18 p EMBED. SCHEDULE FOR MAX w- ��!L b p r. SPACING i EXISTINGCONCRETE OR /2: EXISTING \ BLOCK ONLY.WOOD \FRAMING S WOOD ANCHORS 1 STRUCTURE / \40T ACCEPTABLE E%ISTING HOST STRUCTURE EO .E o Ci d OWALL MOUNT SILL DETAI1EXISTINGFINISH m ,. {{ \ ?•IAT ERIAL w 1/4"MAX.FROM PIN m I \ SCALE:3"c 1'-0"� GUIDE TO BUSHING DIST \ O DECORATIVE FLOOR TRACK DETAIL (yIQCUT IN 4"INTERVALS WASHER ITYP.) m�s SCALE 3•'=V-0" O FORM U E(SEE g O RECESS SILL DETAIL \ n DETAIL P1 P FOR ADDITIONAL o . SCALE:3-=,'-0" I ^,1f INF01. TYP TOP 8 BOTTOM ! __ m=a yQ• Q m FASTENER C.)EACH 4"CUT N �„ SEE ANCHOR SCHEDULE BASED m n n> o z!v 1/4"MAX.FROM ON C4 CONNECTION TYPE TO d n om m w'o O zm g m r` PIN GUIDE TO VERIFY ANCHOR SPACING _m mn n c3 w o !qIS ACCEPTABLE 13 y' v v o o a BUSHING WASHER V v V v = m TF, i ITYP.I f z .�.�n'•�'o aoLLc u1p N / '- vVVVvv ti•�y� � o g ,/4"MAX.FROM PIN GUIDE a`3 6 TO BUSHING WASHER(TYP.) 3 TYP. BOTTOM 1/2" EXISTING 1/4-20 MACHINE BOLT STRUCTURE W/NUT C.)2"O.0 j !QRM CUT AT INTERVALSTEXISTIMATERG F NISH CURVE ISEE DETAILP6ONNECTION TYPE ry i REFERENCE ANCHOR S SCHEDULE FOR MAX I-xi•'xi/8"8 1"x2"x1/8'• SPACING(FASTENER B 3 p 63 (n)EACH 4"PIECE q�B `} 606 ALUM.ANGLE CUT TO 1•'0-0/8"B.V'x2-0/8" Q 6'� 11i1'lllll MATCH-TAND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO Op CURVED TRACK SECTION DETAIL 8 OF C UT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE 3"c,'-0" FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS __ FRONT OF EXTRUSION IS FRONT AND BACK.WHERE CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS PZ IS NOT REQUIRED. CONTINUOUSREINFORCEMENT ti••` IS NOT REQUIRED. Pi S 00 ±c > .... APPROVED MOUNTING ON igI -- / MB= CONDITION,MIN.OF TWO PER MB{: APPROVED MOUNTING .�„ � j� FAI�1G(LB PF. 'moi ry; PIECE CONDITION,MIN.OF TWO PER APPROVED FASTENER AND �• I PI APPROVED FASTENER AND -- —' 15-2338 j ECL SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT TWO FASTENERS PER CUT s�p1 PIECE PIECE - — �AOe oEwuvno�l Pl TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS P2 SCALE: 3'= 1'-0' SCALE:3'= F-0' _ KE O 1 � f ANCHOR SCH LE: CONCRETE FRANKI BENNAR00 P.E 2 x S(TYP.) 2 x S 0 OUTSIDE `\\\111111 / /PE00.6549 'r-�s'x 2.5'MIN EDGE DISTANCE \ TOP FLANGE ANCHOR ISEE SPACING (- SOansUO7o6'•D" Spans UD TO 8'-8" SDens Up To 13'•D SECTION X) ,-•""" �/ /��_ O­ H G G LOAD CONN TYPE CONN TYPE CONN TYPE O Q.7 LICENSE ANC � • (4B 36 0"16 0"16p.0"1 0"1 0"1C4 I CS C6 1Cl C2 I 1 0^10 5"100"ICS 13 0"1Cl CZ I 160" C3 16,0"1CS C 9.5" 9.D" * NO PE00g6549 4'ITW TAPCON OR ELCO O O O ULTRACON WITH 1-3/4' 62 16.0"16.0"12.5"12.0"16.0"14.5"16.0"16.0" 8.0" 7.0" 13.0"110.0"11.0:, 1.010.0" 5.0"14.0--1 6.0" 7.0" EMBED(3192ps1 MIN CONC) 72 16.0"16.0"10.0" 9.5" 16.0"12.5"15.5"16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1 x LIT;- 1 x 5�o INSIDE 3 OR HEADER i LL Nim = BOT.FLANGE gNCHOR(SEE SPACING ti ' 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" SECTION X) '�••'- STA7F OF 200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5•' 6.0" 5.0" R 1�n W m 8 0 4B 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- .:M _5'• SIDE CLOSEST TO OPENIN lS •••�ORIDA.•.-•' vl V�"J U m 1/4'MILLENIUM MTLLFASi s ... r^ TL VI WITH 1-3/4'EMBED(3275psi 62 16_0"16.0"13.0"12.0"16.0"15.5' LE 16.0" 8.0" 7.0" 12.0"11_0"10.0" 9.0" 5.0" 4.0" 5.5" 7.5" �//�O/1/ NG\ �V11J' �W MIN CONCRETE) 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.S' 7.0" 4.0" 4.5•' 6.5•' NOTE! "S"INDICATES ANCHOR SCHEDULE SPACING. ////ALIS\\\\\ ZW W V`za 110 130"130: 6.0`1•, 5.5'11 8.0•' 9.0"' 8.01' 7.0"' 4.0" 4.5•^ 6.0'^ 6.511 5.5,• •, " 1, 56 5.5" 6010 5-5'•' SPA Cl coNNECING DTIAONRTYPEFUOR Cl S NG PISCO©CONNECTION TYPE: �7 0Nm ��F 1/4'ELCO CRETEFLEX SS4 4B 16.0"16.0"16.0-16.0" LE 16.0-16.0"16.0"116.0"15.0"16.0'16.0"16 0"16 0"30 0" 8.5" 12.5"14 0" L'1' O~p ®WOR Ilii W/2-EMBED(3350ps1 MIN 62 16.0 16.0 16.0 16,0 16.0 16.0 16.0 16.0 12.0 10.5 16.0 16.0 14.5 13.5 7.0 6.5 8.0 11.0 ().)W 9 CONC) 72 16_0"16.0"15.5"14.5"16.0"16.0"16.0"116.0-120.0"18.5" 12.5"14.0"12.0" ��u 7 / B COMBINATION 3: u� 110 16.0"16.0" 9.0" 8.0" 11.5"13.0"12.0"10.0" 6.0" S.D" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 2 x S ITYP 1 N S>`w 200 10.0" 8.0'• 5.0" 4- 50" 8.0" 10.0" 8.0" 5.0" 4.0"15.0" 8.0" 10.0" 8.0"15.0" 4.0" 5.0" 8.0" 11 / 12 COMBINATION 0 W al 1'HIM EDGE DISTANCE 9 / 10 COMBINATION ID CI 1/4'ITW TAPCON OR ELCO Cl C2 C3 C4pl6t.0"10.5" 6 Cl C2 C3 C4 I CS C6 CI C2 p C4 CS C6 p 9j. ULTRACON WITH 1-3/4' 48 16.0"16.0" 7.5" 7.5" " 16.0"16.0" 5.0" 4.5" 16.0" 5.5" 15.0"15_5" 9.5" EMBED(3192psl MIN NC) 62 16.0"16.0" 5.5" 5.5" " 16.0"16.0" 12.5" 4.0" 10.5" 9.5" 6_0•' •y BED(3192ps1 MIN CONC) 72 16.0"16.0" 4.5" 4.S' " 15.0'•15.5" 9.S' 9.D" 7.5" 4.5" J, -^•-+-xr--.- 110 14.0"14.0" 8.5" 7.5" 4.S' 7.0" 6.0" 1 x S(TYP.I 2 x S ITYP 1 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" .. 1/4'MILLENIUM MILLFAST 48 16.0"16.D"13.0"13.0" .5"16.0"16.0" 8.0" 7.5" 16.01, 9.5" 11.5"111.5" 4.5" 4.0" 7.0" 6.5" NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. WITH 1-3/4'EMBED(3275ps1 62 16.0'•16.0" 9.0' 8.5' .5°14.0"1s.o" s.s' s.o" 9.s•' 7.s" 8.0" 7.5" 4.5'• s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE:MIN CONCRETE) 72 16.0"16.0" 7.5" 7_0" 5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" - [3 CONNECTION TYPE USING PIECE QO WITH OUTSIDE 110 10.5"10.Y' 4.5" 4.0" 6.0•' 6.0" 6.5" 5.5" 4.0" 5.5" 4.S' ANCHORS ONLY y S+ - C4 CONNECTION TYPE USING PIECE 8 OR 7 WITH M� m zoo s.s" a.s" ss-s" a.s" s.s" a.s" / O g z 1/4"ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY ?R I.m u ANCHOR W 7 8-EMBED& CI C2 C3 C4 CS C6 Ci C2 C3 C4 CS I C6 Cl C2 C3 C4 CS C6 m a / / ANCHOR NOTES: z ly" 1/4-20 55 MACHINE SCREW 46 16.0"16.0" 9.5" 9.5^ 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0"I 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" f¢ (3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.S' 16.0" 8.0" 13.5"14.5' 4.S' 4.0" 9.0" 5.5" 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 72 16.0"16.0" 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" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE a LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). o •,g•0 110 10.0 10.0 3.5 3.0 6.0 4.5 6.0 5.0 3.0 3.0 5.0 4.05r E 200 S.0" 4.0" 5.0" 4.0" 5.0" 4.0"WWll2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL w o S ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 3 3 1/4'ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 C9 CS I C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"1fi.0"16.0"16.0"14.0"13.0"16.0"16.0"16.0"16.0" 8.5' 7.S' 1 "12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. Q o `�• (3000ps1 MW CONC) 62 16.0No 16.0"15.0"16.0"16.0"16.0"16.0"110.0"19.0" 15.0"33.5'12.5"11.5" 6.0" 5.5" .0" 9.0" 72 16.013.0"12.0"16.0"16.011 16.0"16_0" 8.5" 7.S" 11.0"12.0"10.5" 9.0`• 5.0" 4.' S.S' 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE S'. •� 110 16.08.0" 7.0" 10.0"11.0"10_5" 9-0" 5_D" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" " 4.S' 6.5'• BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 200 8.5" 4,0" 3.5" 4.5" 6.5' 8.5" 7.0" 4.0" 3.5" 4.5" 6.5•' 8.5" 7.0" 4.0" 3.5" 4.S' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF i 1/4 ERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4- BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C C3 C4 CS C6 $ 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1'EMBED(300 W 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0" 9.5" 16.0"13.0"12. 2.5"1 6.0" 5.5" 7.5" 9.0" ONLY. QE6b CONC) 62 16.0'•16.0"12.0"11.0" 30 .5" B.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED Rai "6 12.0"12.5" 6.0" S.S' 9.0" 7.0" 6.0" 6.0" R .ft�� IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT SB 65 p 110 1.0" 5.5" 5.0" 6.5" 8_5" 7_0" 6.0" 6.0" 5.5" 5_0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 'YB¢ 200 5.5" 5.0" 5 " 5.0" 5.5" 5.0" FINISHES. 3-1/2"MIN EDGE DISTANCE $ 1/4•POWERS 55 DROP-IN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS s!0 ri `e W/1/4-20 SS BOLT AND Cl C2 p C4 CS C6 Cl C2 p C4 CS Cb Cl I C2 C3 U I CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING pl 1'EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0-116.0"116.0"16.0"11.0'•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 �1Gf CONC) 62 16.0"16.0"13.0"12.0"16.0"SS.S'16.0"16.0" 8.0" 7.0" 10.5'11.0" 9.0" 8.0" 5.0" 5.0" 7.5" SIDE CLOSURE PIECES. 1 .1Dq�,�.�,� 72 16.0"16,0"lo.5' 9.S' 16.0"13.5"13_0"13.0" 6.5" 5.5" T. 9.5" 7.5" 6.5" 6.5' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER a 3 II '+ 110 12.0"11.5" 6.0" 5.5" 7.0" 9_0" 7_5" 6.5" 6.5' 6,0" 5.0" 5_5" SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'TM1N.)WOOD STUD.3/4" m � HAVE PHILLIPS PAN HEAD ORBHEXFOR HEEAD000 FRAMINL'a. LAG SCREWS SHALL j 200 6.0" 5.0" 5.5 6,0 5.0 5.5 6.0 5.0 S.5" r? gR 2•MIN EDGE DISTANCE 8 E IG #12 SMS W/2-EYEWALL CS C2 p 04 CS C6 Cl I C2 C3 I C4 I CS I C6 Cl C2 C3 C4 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN DWYI4CMPRAWLB3N0t00PE ! 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"19.5" 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 (2000ps1 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' 12.5" 7.5" 10.5' 9.5" 3.5" 3.5" 5.5" 5.0" 15-2338 i 72 16.0"16.0" 8.0" 7_5" 16.0" 9.5'• 14.5"15.0" 5.0" 4.5"19.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 110 13.5•'13,5•' 4.5"]4.D" 8.0" 6.0" 8.5•' 7.0" 3.0" 4,5" 4.0" 7.0" 5.5" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE OFSOtIPTIDNi I E 200 7.0" 5.5" 3.5^ 3.5" 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNIff. dI ?32 SMS W/2.75'EYEWALL 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"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. ARMOR INSERT W/2.5' 62 16.0"16.0"13.5"13A"16.0"15.5"16.0"16.0" 8.5" B.0" 16.0"11.0"13.5"12.0"15.5" 4.5" 7.5" 7.5" EMBED(2000ps1 MIN CONC) 72 16.0"16.0"11.0"10.5'16.0"13.5"16.0"16.0" 7.0" 6.5•' 11.T. 9_5" 110" 9.5" 4.5" 4.0" 6.0" 6.0" Il. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO Q 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 13_0•• 9.5" a.5" 4.0" 5.5'• 6.0" 9.0"1 7.5" 3.5" 3.0' a.5" 5.0•' DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL $$ 200 9.0" 7.5" 3.5" 3.0" 4.S" 5.0" 9.0" 7.5" 3.5' 3.0" 4.5" 5.0" 9.0"1 7.51' 3.5" 3.0^ 4.5" 5.0" CONCRETE SCREWS TO HOL(OW BLOCK O I IJ i Spans Up To&-01 Spans Up To B'-B" Spam Up To 13�3" Spans Up To V-q! Spans UD To 84" Immm mg� ��N: 2-3/ifi-MIN EDGE DISTANCE CONN TYPE CONN TYPE CONN TYPE SDans Up To 131-0" CONN TYPE CONN TYPE CONN TYPE am mmummalm-ma i IN INmm� E 's Q@MMMM®EMI �� �®im�1 i mmEmmEmEmEmamrm . KKNEFA ��m� • CONC) ���� 1/4-POWERS TAPPER+W ■mommomm©mm©omo©o©mmo©� m��¢��������� o iEm mu pmml"INE/Imp"Ill. [ ® ® m m a I '( ,0 1-1/4'EMBED �///.//////////////////////////.? �///�//�//// /� WA 30 ai/iiia/6iiiiiiiiiiioiiia/�aiaiaiiaiiiaa�iiiiiiiiii.iai isiaii✓aiiiiiiiiaii.'iiaiiiii iiaiiail�/iiiiaaiiiiiii�iaiai.iiiiiiia //ii FEE „,/ .: ■m��m�mmm©mm©mmmmmmonommmnon AMA Kim INN ■mmmmmoom©moom©mmmm©mmm©m�� ssso� 1 mill VMS!m m 0,/0.MEN/l/.Im/p/Emmil 1-1/4'EMBED ■mmomommo�mo©m©mmmm©m�mmmm©mn 11 I I FRANK L.BENNARDO.P.E. `\\\11111111 9PEOD46549 �Q•r• UCE ''• ' I 8: =` No 1. 0046549 '.;;0 - rl N 1: A�! HOR SCHEDULE: WOOD (G=0.55) � �''• OF � .8x ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) F ' "<oRlDa. 3/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE G Spans UD To 6'-0" Spans Up Tp 8'•B" Sans - \ LL t{ Spans Up To 6'-0" Spans Up To 8'-8" Spans UD To 13'•0" �p LOAD CONN TYPE CONN TYPE CONN TY j j 11 Z DNZ U LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (P� Cl C2 q C4 CS Cl C2 q C4 CS Cl Q q C4 C5fpnW t7 i ANCHOR Ipsn Cl I Q I C3 1 C4 I CS CL I Q I C3 1 C4 C5 Cl I Q I C3 C4 CS 1.:7�•l zz 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"11_S'11.5"16.0"16_0"16.0" 7_5" 7.0" 16.0"16.0"16_0" 4.5" 4_5" 15_0" 7�(1/4'POWERS TAPPE0.+W/ 48 15.5"15.5' 6.5"16.5" IS.S'10.5"10.5" 4.0" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.S" 8.5" 16.0"16.0"16.0" S.S' 5.5" 16.0"16.0"15.5' 3.5' 3.5" 9.5" L iLL,ll 0�ui w 1-1/4"EMBED 62 12.0"12.0" 4.5"1 4.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" ct��� 72 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" 3.0" 7.5" W t0i.4 W�Dz 72 10.5"30.5' 4.0" 9.0" 6.0" 6.0" H�•�.MM+•�• 110 16.0"16_0" 4.5" 4.0" 13.5"14_0"12.0" 3.0" 2_5" 7;5" 11_5" 9.5" 2_S' 2.0" 6_0" 3 r C 110 5.5" 5.5" VI o:dWw 4v g 200 .. 20D 11.5' 9T5" 2.5" 2.0" 6.0" 11.5" 9A5" 2.5_ 2^0_ 6^0" 11.5' 9.5" 2_5" 2.0" 6_0" o W 8 pini 7/lfi'WOOD BUSHING WITH 48 16.0"16_0" 9.5" 9.5" 16_0"13.0"13.0" SSS' 5.0" 13_0" 7.5" 7.5" 3_5' 3.0" 4_5" 312 SMS W/2'EYEWALL 48 16.0"16.0" 8.5" 8.5" 16.0"13.0"13.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" 0 1.13"MIN EMBED&1/4-20 62 14.5"14.5' 6.5" fi.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.S' 2.0" 3.0'• .�-1 ARMOR INSERT W/1-1/4' 62 14.5"14.5" 6.0" 6.0" 14.5' 9.5' 10.0" 4.0" 3.5" 6.D" 5.0" 4.5' 3.0" l7 SS MACHINE SCREW 72 12.5'12.5' S.5" 5.0" 11.0" 7.5" 7.5" 3.S' 3.0" 4.5" 4.5" 3.S" 2.0'• 2.0" EMBED 72 12.5"12.5" 5.0" 4.5" L3.0" 7.5" 7.5" 3.0" 3.0" 4.S" 4.5" 3.5" _ 0 " 110 7.0" 7.0" 3,0" 2.5" 4.0" 4.0" 3.5" 2.0" 2,0" 3.5" 3.0" 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" 0 .a p 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 200 3.S'13.0' 3.5" 3.0" 3.5" 3.0" }+ t14 SMS 314 WOOD SCR 48 16.0"16.0"13.0"13.0"16_0"16.0"16.0" 8.S" 8_0" Ifi.O"16.0"16.0" 5.0" S.0" 12.0" uni WRf�l-3 4'YMIN THREAD 62 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 6.0" 16.0"13.5"12.5" 4.0" 7_5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETM�ON 72 16.0"Ifi.O" 8.0" 7.5" 16.0"16_0"16_0" 5.0" 5_0" 12.0"11.5' 10.0" 3.5" 3.0" -co- - Pr 110 16.0"16.0" 5.0" 4.5" 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 9.D" 7.5" 2.5" 2.5" 4.5" / T-8 j 4"MIN EDGE DISTANCE 20D 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" G:5" 8$ G Spans Up To 6'-O" Scans UD To 8'-8" Spans Up To 13'-0" f 8 q O m tj LOAD CONN TYPE CONN TYPE CONN TYPE N rn ¢n _� ANCHOR (P6o Cl Q C3 I C4 CS Cl Q C3 C4 I CS Cl I Q C3 C4 CS ANCH HEDULE: WOOD G=0.42 o e§°"m 5/16•ITW TAPCON%L W/ 48 16.0"16.0"16.0"16.0'•16.0"I6.D"16.0"16.0"16.0"116.0"16.0"116.0"10.5" 9.5" 15.5" O zm d m IL 2-1/4'MIN.EMBED 62 16.0"16 16.0"16.0"16.0"16.0"16.0"12.5"11.9;16.0"16.0"16.0" 8.0" 7.0" 10.0" 4'Y4IN"EIIGE DISTANCE v 72 16.0"16.0"16.0"15.5"16.0"16.0"16.0"30.4' 9.5" 15.5"14.5'12.5' 6.5' 5.5" 8.0" G Spans Up To 6'-D" Spans Up To 8'-B" Spans Up To 13'•0' m 1p. 110 16.0"16.0"10.0" 9.D" 14.0"14.5"12.5' 6.5" 5.5" 7.5" 12.0"10.0" S.5" 4.5" 6.0" rn LOAD CONN TYPE CONN TYPE CONN TYPE E 0 ANCHOR ^ c D 5X 200 12.0"10.0" 5.5" 4.5" 6.0" 12.0"10.0" S. 4.5" fi.0" 12.0"10.0" 5.5" 4.5" 6.0" _� �� Cl Q q C4 CS Cl Q q C4 CS Cl Q I q I C4 CS y 5/16'ELCO ULTRACON W/ 48 16.0"IL 13.5"13.S"16.0"16.0"16.0" B W 7.5" 16.0" 9.5" 9^5" 6.0" 1/4•LAG SCREW WITH 1-3/4 48 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" (L 2-1/4'MIN.EMBED 62 I6_O"16.0" 9.S' 8.5" 16.0"12.0"12.5' S.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.S" 6.5" 16.0"16.0"16.0" 4.5" 4.0" 13_5"11_5"10.5" 2.5" 2_5" 6.0" X S 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" A 72 16.0"16.0" KS- 5.5" 16.0"16A'•16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" S.0- T. .0" R o�Z Ho -. _ 110 8.5" 8.5" 5.0" S. / o7TTT1TTT1a 110 15_0"14_5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.S' 6.0" 2.0" 4.0" •� 200 200 7_5" 6_0" 2.0" ��� 4_0" " 6.0" 2.00 l�� 4.0" -7_5' 6.0" 2.0" 4_0" c G 2'MIN EDGE DISTANCE 314 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 Q C3 C4 CS Cl I Q C3 C4 C5 Cl I C2 C3 C4 I GSI 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" �l 0 WITH 1-3/4'MIN THREAD LL 312 SMS W/2'EY 48 16.0"16.0"30.5"10.5"116.0"16.0"36.0" 6.5" 6.5" 16.0"12.5"12.5' 4.0" 3.S' 7.5" PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"11.5" 3.S" 3.5' 7.D" 6.5" 5.5" 2.0•' 2.0" 3.5" K ARMOR INSERT W/2'EMBED 62 16.0"16.0" 7.5" 7.5" 16.0"15.5"16.0" 5.0" 4.5" 10.5" 9.0" 8.0" 3.0" 5.0' 3 110 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" 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" 4;0" 200 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.5" 7.0" 6.0" 3.5" 6.0" 5.0" 3.0. «. 7! 200 6.0" 5.0" 3.0" 6.0" S.0" 3.0" 6.0" 5.0" 3.0" e o�� o MRS �Q 1 ANCHOR NOTES:SEE SHEET IXY1WfiGFRV3fLBBdWi00PE } 10 FOR ANCHOR NOTES. 1J-2338 j 'Q SCAM RE PAGE DESCAIPTIONI E � l `I I f // FRANK L SENNARDO.P.E., ROUND WINDOW �..•BEN PE0046549 ' ASSEMBLY - (� EDGE OFACCORDION 12'MIN FROM _LLL No PF:004654 -M1'9�= SHUTIER BLADES EDGE OF SHUTTER. EDGE OF BC�CODR�rDI0 _* * _ ) 0.125' TOP OR BOTTOM 0.032' { 0.125" I I n 0.032'�I• ,I STATE OF .' 4 fmo� i�f�s•.FCOR\O?•�` �® OlAr$p 1 0.196'7 p � �i ` uiu� 45° �',' `` � ?LLQ /,`S� NAI— (Wj u F Awa 3.5'MIN ZQ VQQs,��qu� I 00 2.875'0 HOLE TO RECEIVE ROUND TYPICAL [�a O WINDOW ASSEMBLY ;y' ` __ R oNs�®i C5 02.875' -{{-0.188' 2.875'0 HOLE(TO RECEIVE ' 03.250' ROUND WINDOW ASSEMBLY) VI a��=w MAXIMUM OF 3 WINDOWS o w W LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE ID(3 SABICPLASRCSSLx1431T-UL-94HB 2 LIGHT-N-VIEW WINDOW S ROUND WINDOW In o_ ASSEMBLY 13 N.T.S. EXTERIOR ELEV N� i' `•`F X758 12"MIN FROM _ EDGE OF SHUTTER. EDGE OF ACCORDION N <m TOP OR BOTTOM SHUTTER BLADES v ((((((''''''RECTANGULAR INDOW ASSEMBLY 1 BLADE W ROUND WINDOW g r EDGE OF ACCORDION ],3 N.T.S. 2 210• EXTERIOR ELEV Rh �— SHUTTER BLADES —X — o o �•.` `��cmp F3 1. 10• 0.145' 0.145' g 3.5•MIN TYPICAL L:14— @ O ip ® o G! RECEIVE RECTANGULAR @ WINDOW ASSEMBLY) �$ 1.500'x 6.000'HOLE(TO RECEIVE g 161' MAXIMUM OF 3 WINDOWS . .093' RECTANGULAR WINDOW ASSEMBLY) PER EVERY OTHER BLADE ' ^Vail .0209� 4 $ 0 1 RECTANGULAR WINDOW a � 1 e o OO @ 0 13 N.T.S. EXTERIOR ELEV ggg 9 635 -- 118• u��� � i r �$y DIA. �y 0.500' 0.500' RECTANGULAR WINDOW (INT) 3.5'MIN. RECTANGULAR WINDOW NOTES: s y _ TYPICAL o f--'T p ASSEMBLY A (EXT.) 145• 1. THE RECTANGULAR WINDOW SHOWN IN i� 5/13 I5 MADE FROM GE XL10 LEXAN WITH o 0.355• O ' . 0.075'MINIMUM THICKNESS. IS4 2. FRAME FOR RECTANGULAR WINDOW MAYj u S ? I © 0.145- o i�� BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'.ATTACH 7LPAGEDESMP770N, fFRANfLB0&"RMP1 i ' BTO OLTBLADE WITH WITH 6)34 SS SCREWS OR I ©L___J°C 1.856• }0.177• ass• 5-2338 A SECTION A-A ' a BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW 13 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV