Loading...
HomeMy WebLinkAboutProduct Approval-Shutters • t t / ( r-0 O 7 , 1 mi.,,,s,,...,Air„crx,. .vwx.,w,v;rollii;,,r04-10,, ,i,t t.;,-„, =57,-.., , ,.7.z.. ..,,i-----i-ig t.i; tiRAVJZ-VW 4,4,1.447:40.1-- c'''11---WATI;:ttAPV.° il°°4 ,.."--17,, - %.,:..J,. -7 ,,ii.mo ya-079-10.5w7,4‘..mr-A:..., ,,,...„ ..1..,e4j„..411,,,4?„, kvBiliReAul*A .,^', . -sttiliefiggio r d BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links. I Search b s r ly, USER:Product ub Public Approval t°r3 ZM I product Approval Menti>Product or Application Search>Pnnliration List>Application Detail it + ,o '' 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. O Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COT Indep1•ppf FL13757 R6 COI IndeD2.adf FL13757 R6 COI Inden3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 i ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect t. L13 6 Et' 1 .. 3 5 16 t l E u' 2 .• FL13757 R6 Epuiv Eauiv3,ndf • 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 Dwql.ndf 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 span/pressure FL13757 R6 AE Eval1,ndf 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 Dwg2,adf 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 span/pressure FL13757 R6 AE Eval2,lid 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 H Dwg3,ndf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Y s Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3,gdf anchorage,etc. Created by Independent Third Party:Yes czcm =a Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvrioht 2007-2013 State of Florida,::privacy Statement::Accessibility Statement::)tefund 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 mail.If you have anyquestions,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 Approval Accepts: 171 Asa ECFcc- Credit Card Safe 'Sccurti,'ntu"rltiog.,; it ____ 6.8 ACCORDION S . • • -- FRANKLBENN4RD0 P;E a ````tt tt •' 549 n''r+n FOR USE WITHIN AND OUTSI II ' THE HVHZ •••.%. / '' I ` LICE042.Lr' .11 I. 12_0 TABLE 1 TABLE 2 TABLE 4• =* PE00465« U = ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE _ 'v FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY =%O : * CII; ro N $ HVFQ WIC MINIMUM SEPARATION Z POSITIVE POSITIVE WIND SCHEDULE MINIMUM SEPARATION ._ STATE ` :WPI GE FHHZ FROM GLASS t NON-HVHZ p ,c OF to WIND LOAD LOAD WITHZ)� NEGATIVE POSITIVE • ITA FROM GLASS % '•.<pRIDA ,.� r'J $�g" DESIGN WITH CENTFRMATEE WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS DE ICN SHUTTER °O .. ,MLL H8( ALL PRESSURE SPAN s3o•ABOVE >3UABOVE I DESIGN POSTIVEWID P URE SPAN INSTALLATIONS INSTALLATIONS "if/ ANAL ENS' [ MIn ' 1'F WIND LOAD(PSF) UNITE u MOUNTING (PSF) WIND NEGATIVE WIND 530'ABOVE >30'ABOVE 77771 l,Hitt t W _ OR�® 6 v GRADE GRADE �'U.. Q LOAD/LLL ( GRADE GRADE CONDITIONS•• LOAD rrEn Qt qQ OR®B 0 (IN.) (IN.) MOUNTING OK) LUI•I U� Saal++ 29.3 158• 5.r 3.5' (PSF) CONDITIONS" 60' 3T 1.1• Z Lm 08 23.8 158• I . 158' 156' 60" 3.0' 1.7' 50.0 158• 89' 3.1" 7.4' W W O M 9 wu�+ 25.0 154• I 158• 158• • WI W" g9• _ 3.0' 1.s •55.0 155 .1•• 120' 3 1.9' S 30.0 14r I 158' 756• 30 120• a0• 1.9" 35.0 142• 150• 15r 80.0 148• 758' S9• 3.5' it if 6 w 40.0 137' 14s 158• 155• Sr. 3.5' 65.0 143" 60• 3T I 1.1' 0 W 41 45.0 133• 141" 158• 60• 3.0• 1.1• 70.0 137" 09' 3.1' 15' ((( p • B9' 30• 1.8' 75.0 133• 40 108- 3.7' 1A' 50.0 129' 137' 158• 108' 3.0' 1,8• 00.0 128" 120• 3.7' 2.2" 55.0 128' 134' 155• 40 I 80.0 124' 131' 148' 720' 30' 22' .85.(L 125" ,,,.....1."...........} 132' 5.8" I 2.7' 65.0 121" 129' 743• 132' Si" 2.8' 90.0 727 158' S,8• 4.3• •••i4 70.0 119" 128• 137" 145" 5.7' a5' 05.0 118" 60" 3.1' 1.1" � p 75.0 11r 124• 133• 99' 3.0' 7.1' 100.0 115• 89' 3.1" 1.r • 80.0 115' 122• 728' B9• 3.0' 1.r 705.0 itY SU 108• 3.1" 20• ...•.'.61.Y LL BSO 113• 120• 125' 60 105" a0' 2A' 710.0 110• 120• 3.1' 25` W a'6 90.0 112' 110- 121" 120' a0• 25' 715.0 tOr 731' 5,8' 3.7• § 73r 5.T 35' 720.0 105' 158' 5.8• 52' Al~lip s $ 95.0 170' 17r 118' ¢ 3 100.0 109' 175' 115' -- 80' 3.0" 1.2• 125.0 103' 80' 31' 1.1. 7Q�n m 105.0 tOr 712• 117 89' a0' 1.9" _ 130.0 701' 89• 3.7• 1.8' 110.0 106' 110• 110' 108• 3.0" 22' i 135.0 99' 80 106' 31• 21• O Zm 115.0 105' tOr 10r 131" 6.T 3b• 140.0 85' 727' 31• 2T a 120A 704' 105" 105" 60" a0' 12" 145.0 92' 148' 5.8' 5.0' 1250ft IDT 70 B4' a0' 15' 150.0 89' 60' 3.1" 1.1' = 1 130.0 701' oo' a0• 2.0' 155.0 88• 84• 3.1' 15• E 0 135.0 99• 128• I Si" 35' 1 160.0 BT TO 99' 3.1" 1.9' 0 g 140.0 - - 95• 60" 3.0• 1.2' 185.0 81' 120" 3.1' 3.0" y v R 145.0 _ - 92• 90 84" a0• 1.7" . 170.0 78• 13r 5.6" 42 • 150,0 -_ - • B9' - BB- 3.0" 2.3" 175.0 76" 60• 3.r 12' 6 155.0 - • 88' 118• I 3.5' 35• ( 180.0 74" 84• 3.1" 1.6• O t; 180.0 - - 83" 60• I 3.0• 1.3' 185.0 72• 00 99• 3.1" 22' 6' 165.0 81' 110 B4' 1 3.0" 1.8' 190.0 70" 120• ar 3.8' i170.0 - 78• 99" Il 3.0" 2.5" 1950 1313" 121' S.8• 3.1• aT2' 175.0 - - 3.3' •0 66" 80• I 1 i. 180.0 - - __78' 71D' 3.T 74• 60 I 3.0 13' +•FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 110 Ba• a1• 75• 165.0 - - 7r 120 84 1 a0• 1.9' 84' a1• 25' 1 _L 190.0 - • 70' 105• I a1" I 3.1" 110' I 3.3• 3.3' a- !I GiTABLE C ON SHEET 6/13 e 195.0 88' 60' 3.1• 12 p ea T, ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE { ¢2 q el"1 2 iii. 200.0 - 68' TABLE C ON SHEET 6/13 720 �� a1' 1.B' D 0:¢(S or I ar 28' ins I a1' 3.0' 1ddd Eli 111 TABLE 1 AND 2 NOTES: N 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD • TABLE 3 AND 4 NOTES: COUNTY FLORIDA. i • 1. NON•HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN B - 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN �/� - MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. � � SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN ®�_ PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. T. i SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN g 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND /. t_' ' PRESSURES AT EACH RESPECi1VE SHUTTER SPAN. i g,0 1 F OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 1l^)` 1'� f, 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE l / INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF OIP�01RiMM(L®1WW PE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR /il',. �• THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. Z5-2338 {, THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES I� --:;',?7,1.•;-..,"0"H', y .-v 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND A AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE _,_.� 4 '' r 1} ! OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT PACE - HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN I IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. .1,2' s.... N,•1,.. i_" WITH THE BACK OF THE SLAT FACING OUTWARD. - iI 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 MOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL I 13 @ BE USED. I • USED. L,1 f ILJI l I I - - - - Q,4:• LICEry -�- _ No sF •6.;�1: O9%f-s 7 * •: PE0046549 O_ J :D �h QC\. ST4TE OF ,��r l7 , 2N i lr•••�<QRIDA, '•(4,.."-'® . w r. uI GENERAL NOTES: • '��/ ivAL EV' W 2=�' �guil /�Iunu�� WW elii. /. 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - ND LIMIT E 0.9u-S4 CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE I c ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE Q o f m ° (IRC).THIS SYSTEM MEETS MISSILE LEVEL rrD"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN x AS M E1996.09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. -SECTION WW RN 9^_ w i 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ! W i u"'w x DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ih-4 3 95 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK IJ-/ N a- ,i BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE �� o w ui CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. i 11 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. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WINDM I ---.-7ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. alp PLAN I 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o I� VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. to¢ yt y 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ~ w.t • DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR `$ tt WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 r o ► ` $ ISHALL BE USED. '. iii g 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC I- rn9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALLkJ ' -J I SITE. ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME .i XIa g c PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER I 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. EI~ 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE !W 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w 3 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 1 0 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING A OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED ,DATED AND i ♦ I BOTTOM TRACK �Q_ ° SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE C""� t DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM _ INFORMATION: TOWN&COUNTRY INDUSTRIES I FORT LAUDERDALE FL LOCKING MECHANISM SEE TYPICAL PLAN VIEWS _ _ MISSILE LEVEL D-ASTM EI88�,E1996&E330 N„„ TAS 201 202&203 K- a 6�6 • FLORIDA PRODUCT APPROVAL NUMBER •3 1 i i$i liii 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDIONa a 11a K.S.I. 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"Q OR 3/16"0 5052 l V V io Y ALUM.ALLOY. N.T.S. f 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR 5, BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 7.1 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. lilhuilil 1118. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE WP170CirtRUH L�wwPE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE r - T _ BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN I PARR D[eau►ttOMI PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. i 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 13 2 FILE COPY 1.9'2. 0 tt:00.4654".•.:168!---1391--14‘\.7 ,,,,,,. RAWL BM,px.,ARC9 ‘011 I.."" /// SPE0046549 ?.....,,-...,1'.k • 2 874" N.--11 PROJECT roN VARIES 3.610' 1.994" •\‘‘‘‘'‘: ......tik.:4'77.2-, , I O I 4.874' MAO. .0684 2.782" t , .1_,A.: t 1.90r s .997" 1.825" 1.825" •'• 1.825" , o -.125" , 1.825" 0711•143- aocr L.14::L1 It 1.706' 1 Ire cu f _195.. .23 .143".M111.0 i .100" 100"tiaCICI 1.708" nr 100" 0, .099',. Lzr' 10... r,ii, 068"3 . "--163.. .19S i 143 • - ,• ,-----..., mm A, .77 : 4 IA 0, 68" .062' 1::. '4 -.095" 1 'c ,..:=, k .062' ni I 12-4.„„ -II I _......0.!"" -.1.-• .062' "- ....:1 .-.-I 200' 1.069' "....4, •Fas . .. a.." m 13 x •,:,. . RCZ 0 :^... -" , 1 •8 .?: •. --1-1' • In r,j,..1 1 1 I .1.622111 II .200"-' to .6.241_11; . ,62.. .062", . ." •.,62" 200" .062"•r I -30" .200" ::,!-:,. N. ..,,.._,___I 510' , 630' lAilft I i i 1111‘ -71,14 o •il R x .971" ' .09511 1 708- 1-1:19S. a? ". •t--' 608'630- - 1.2 0" IVLII 1.2501.200" .09511r . .971" .030 .--4-"----2--.74.4..0i.9_', 1.2502".822".971" .588' 2.728' Z 5.745"M' 5.765' MAX. 3610" . W6aArt ag8..5i0UiI ;I..iI5. 8gE 5tg s I HEAVY 2-LEG WALL I 0 LITE 2-LEG WALL a I WALL BUILD OUT WALL i0. 0 0 HEADER/SILL IN tp§j 6:=1 0 SCALE:HALF SIZ:. 0 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE I SCALEHEAVY HEADER/SILL LITE,HALF SIZE toilit VA al I 1 1 , WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 0. s 1 2.655" ,." 1 , 1.825' , ,.875',E, '2.195' ,, 1.230S. ' , 1 .1583" !MMI '`.---, 1,-1 .510' g.iil 1,4 , a655. a365' 588' .600 .510" .g. 4 •^fl -`,-.il, ' 1 i)Cv--.:1 .460' .085' C.- I 41..060. MI Now 10 on p, 1 :11,17 III 90' &I '1' 1 crt • I 1 i I . ul co O 111;0 N, ,.895' .`e-'• 1 1 lir 45- i . 18751 • .105" cu ,I, 1 2301 al al .621' 1069' 'lli a1 g IL'' ni nl'n 1 e,i - . IIITIO60',.2. co ...; S. ...t 1 a.621. QY-1>3P 't, 1 .621' TY P. j I .781' 1,1 in „,,,-E• p.. I 1 2.300" /LI-250" 4 510" 1.985' r 2.195' I •-, 4 I 4.510' i' • 2.195' '84.510' '... V ' 12 0 SILL 0 ES,EXTENDED SILL ADAPTOR ®MID SILL 0 MID SILL ADAPTOR g SCALE•HALF SIZE SILL ADAPTER:HALF SIZE 0 CHALF EXTENDED SILL SIZE SALE: SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE :Z:0i i5 1 d ... 1.994' I I 4.603" 30 225" .143' 1.706!43'• in __ _ ..4. ,..„.." 043.. • 3.321:: 297. 1 .060 ' ,_:15OR•am I ..25,80.3.OR ,05/.. -.---ec." 1.0 2" O rk° 1.570' 3:591603'. - O in in 1 a Iiiiiillp 1 1.625, -069 L721.3.410' 7)1; [ F.. N 0.080'1 •LLTr. .341' I, v. 03 e! 04 7=•••••-1•1 •u-) 1 2V121111 100011111 : 0 TYP. 6.8 SLAT/BLADE 0 6.8 STARTER In .682' .630' 1.096' O 0, 0.080'Wni 7-i 4.060' 1111 q SCALE•HALF SIZE SCALE:HALF SIZE .130' ir.: 11111'i ‘o,l, 2.822'1 u-, L IP C3 M 0.117 - • - Hi - • • ---- r• '42 0.115' o? °6.• .621' big-RAI 1 6 co ru 8 RADIUS CEILING HEADER/SILL ,di? 0.096' Ir C WALL'SILL 1 1 .3101 . NNuigil I ,, ,E SCALE:HALF SIZE .180' 1 . 0.2" i.080' SCALE.HALF SIZE 1 8 ' 0080' 4.102" 054" pLe,,1"1: I 630' • as to 1.080ni • ' so COPYRICHrFPAIK UMW°RE. • 15-2338 iw.A. - 1 - i .420' E69.X.REEMZURRI 14 CEILING HEADER/SILL . - . . g ,6.8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE WALL SILL CLIP 13 ri. SCALE:HALF SIZE 0 SCALE:HALF SIZE 3I i ,,- • -__._. _______ ______ _ __ FMNKLL NARD K BEN 0 P.E. - __ _ ___ __ ___ _ _______ _ _ _ -_37\ I 1.950" - c% \\,111)111.1// ¢Eq 549 `..-,,.5,,- - \\ ,' 125' 2.018' H10-2t THUMB ,x_ j$10. w SCREW ., STAINLESS STEEL N.280" ,„,`A......:.-47,62,-;--;-* .___ I ow. z ASSEMBLY o -::::4654:14: }GEN h •�0��42d♦ P o .3205 HOLE 0 a • .�- .'' • oO ti • - m - •o ll� O:w r. J.7:2.'4,-4557/No PE0046549 • _ Opo o =* i _ Ai Fw 1050" i NYLON v p o m = * - F0-62' �, II WHEEL G 7-13 T * oN j i 1.100" 240•' _- O ��0.*. STATE OF '' ''�^8z VVV `c 750" 'i FOR10P,. • 'n {F�Si5' MAX. �, TYP.AT EVERY OTHER /,�s•••••..- G 1+J Iii JJqI u 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. IWO ////S"ONAL E-'vsW( EODI¢•^ gNig SCALE.HALF SIZE AND ONLY - •,1l II IIt1tt W O •2,7, ceF •1g ANGLE ® ® CYLINDER-SOCIOORA55,NICKEL PLATED • Z W 0 85 SCALE.HALF SIZE 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED '���tt� �7 Q Z 21 SLIDE ROD O SCALE:HALF SIZE NOTE:MAY BE KEY OPERATED OUTSIDE OR THUMB O saQ W ” • SCALE:HALF SIZE I TURN OPERATED INSIDE. Z EIvg gWg w.-j.250• ` 23 BRASS PUSH LOCK • . u3 IRyQ NYLON WASHER SCALE.HALF SIZE 0 W dmz OR ALUMINUM .357' 1:33.1 f (IIW w I Irill 2W I•' 1 OPTIONAL) .276' I4.000••500' K x 2-3/c"710 HT 5 5.SCREW W/ 01 t• . N ` n,A L INTOINSERTS TC ULTRACOTE COATING mo t•1TRACK (TYP TOP 8 BOTTOM) F!, 2.250' - o „NYLON BUSHING W/WASHER: .154•' .137' � I LII 7/16"5 x 1/2"(al INTERIOR JOINT TOP 1` I N m 224' 1=160=$ 7/16"5 x 1"@1 INTERIOR JOINT BOTTOM �� 2.000' •. F- o' • EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT J• 2.750' ' m m SCALE:HALF SIZE I 76 110 w 2q BUSHING ASSEMBLY DETAIL RAINGUARD DECORATIVE FLOOR TRACK S5 tt1 SCALE:HALF SIZE 27 SCALE:HALF SIZE 28 SCALE:HALF SIZE O?m Y . 1.978' 2.125'=1g� 'g "aJ . .623' .236' .286' - 2.702•' 2.662^ ,.-.! `9 ff 1.110' i .267• �. _ !�G7 { .443' .443 n oIn rr• °, ,f -, 11.1.111101Hremon sE gs 'L` 1.084' ,090' o r� m& .••� .�-�>, ^. •IE4I .28 ..., 1.200•• 11 mo ° FrAl 1.100.'.q N • 1w c ,`6, . I'1 ' 01.100" N -�c31.068' .239' • ni1 c -� .790" .250" N J S 12 c v_ ' ' 250" 125'I 496'3443' 3.476' - J 125", - .125" tn � I • .160'MI•.062' .222'F-i .062• .176' N .190•• '125" 3 S so i 0 2003 6.8 CENTER MATE 0 UNIMATE LOCK 0 MALE BOX CENTER R 32 (FEMALE BOX CENTER 0 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE III 6l SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE•HALF SIZE SCALE:HALF SIZE A 122282 1 '-.062 7/16'•5 STAINLESS �p® g 5.500' x 13/16' WIDE .400' STEEL NUT �� NOTE:ATTACHMENT SCREWS FOR ia S�d O E E D E - HEAD STYLE VARIES W i OR PHILLEND IIPS DRPS IVE SCREWS.LL BE 010 e 5 '!' - HAND-TIGHTENED ONLY. "" A ' - ® sips . i 38 THUMB SCREW �00 - - \ I El a� SCALE:FULL SIZE •250'.r-,� x CO +� 1x1 OR 5 16-1821 m L' ,r. 0 ��a N \ MACHINEISCREW STAINLESS '1 ¢ I:1.2 11 IDD, 5/16"0 INTERNAL I STEEL 0� ir Co OORSCf+RAWKL®fAimD�E ,y• THREAD ! o ,In N v 4.500• TYP. 37 T-SCREW INSERT 1 o 15-2338 1 ,. .f-}.689' POWDER COATED.ZINC DIE-CAST SCALE.FULL SIZE I Ai Piz , 1.050' • _ ill SCAM SECTION A Num pesR UONI DELTA MODEL 2(122 36 T-LOCK ADAPTER f ._.t ^ o A41 .254' ®i• ®i• 0 E INDUSTRIAL SYSTEMS (OPTIONAL) ,� • 7.000' � (9 • S0 35 BOX LOCK SCALE:HALF SIZE N �* "- END STRIP 1" °93 !!�� SCALE-HALF SIZE 39 2X7 ANGLE A N\ 1 2" & 3" EXT n SCALE-HALF SIZE o, 41'125' `/Q�I, I _ _ SCALE: HALF SIZE l • -- - _-__ ._ ____ _ `\ t1t)1II),), FRANK LBENNARDO,P.E.1 FASTENER8"O.0 co@ EXISTING GLASS EDGE DIST. EXISTING GLASS \� .. -R (USE ANY ANCHOR SHOWN �.•" IN ANCHOR SCHEDULE) DIST. • _„_ ` ,�' n 7. Nu- ra -i, -----5. ?F� �• SILL (INTERIOR) 41,=1J=� �� .i,. N' •E0046549 1111 ALT.DIR CTION 1 1 • EMBED. ,g � 2 ,.ao OF ANLL'LEG : NLLW '9 w 14 )N :,..6 (INTERIOR) �i ++®� i�.TATE OE ret 1,- -`�A1 0.062”THICK 16063-T6 �id• Np F[ORIO� Lu PI SE EDGF� j.^^ _�� UM.ANGLE 1"xE1"MIN. --r �=�� .�pjn3i� S 'A:a s '0 2"x'S"MAX.(ANGLE LEG . NAI. y 17 -..� -_�� mLo�7 S7 eeIl 1lltttl� (!J DIST. ` AY BE REVERSED) Z OWS _A ��A���+1J"-� `�� ASTENER @ 18"O.C.IUSE ANYr ® ® „ tn� >4u V7 a� • ANCHOR:SHOWN IN ANCHORco ® on. g.z W Ea ® ® � ® `-?% ® SCHEDULE,1"MIN.EDGE DISTANCE) T- & ® ®® ZX p'L'0 �0�� 1112 x 1/2"GALVANIZED 1/4-20 THUMBSCREW (EXTERIOR) WW ONwaG } 6.80"(TYP.) } OR S.B.'SMS,3/1611G ALUM. BOTTOM INTO CENTERMATES 1/3 ~ (EXTERIOR) 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE U31K6w THREADED HOLE LOCATED @ MACHINE BOLT 8 NUT SHALL BE 3/8" / 1/3 SPAN TO 2/3 SPAN FROM @ 78"D.0 I MAX WIDTH UP �J�/ o W O �°, TO 1"HEIGHT, >�A1 b y TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES I MULTIPLE SHUTTER ASSEMBLY SCALE:3"=1'-0'• 5 8'-3" USE TWO THUMBSCREWS ON BLADES >8•-3",ONE @ 1/3 SPAN SCALE:3"=1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM : LOCKING DETAILS FOR OF BLADE,TYPICAL.FOR LOCKING CENTER MATES USE 11)BRASS PUSH LOCK SHOWN ON RANDOM 0 OR 111 5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 SCREW I O THREADED I DETAILS en 1T�y INSERT (p37 AT 1/3 SPAN MAY ER ATE 11 9 AS WHEN USE WITH '4] 3 TO 2/3 SP'AN FROM CENTERMATE H29 AS SHOWN,RECEIVING 1 �� • SEC ENO STRIP SCHEDULE w Y BOTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" I ... . ✓( RECEIVING HOLE SHALL BE 30 I �II� '� _ FOR MAX.SPAN WHEN C It 3/8"MAX WIDTH,UP TO /��, t3 4i_ x � USING LOa,COD OR COcF� gi 1..HEIGHT. z ,/ $ � 1 _ A1.1 N rn m • I c�+� ® /�' END STRIP SCHEDULE b„ % _ Al 0 °y5 mo m ¢ ��.(ty �_ 1•B/0 P82F 108N �'USE APPROPRIATE q-c° zm l i q cLT _ _ 00�wy 11172=ff.'" � I (2.T) 100• i� �•STARTER TRIPTO 37"2� i® 82 94' �'••PROVIDE CLOSURE FOR E1 ® i 1 112 80' = _4 0 BUILDING CONDITIONS. ei s 132 75' 5 0 d' ( 72 8V \FASTEN STARTER ,,.� (INSIDE) -� 82 83' STRIP TO TRACK W/ g R V13/0 Kr) 62 66` 2/1410x1"SCREWS -01„ ¢ AT CORNER igi I'° ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY). 13II it'44 -2 ' cea1,.513_ 45 93• SCALE:3"=1'-0" ANY TRACK 1LL�O.1! 5-r` a!�%%d I ANAllGw 52 orLE 50 81 W/SCREW BOSSES. • .....i,c.,2 84 78` 1 70 75` SILL L.1 73 3' O ci 2113' 45 139' �4 .� a X0.125' 52 129'ANGLE G7 11 EXISTING GLASS a,lir$ ill Ip ____ 180 120'I USE f1I BRASS PUSH0 1164 1 45 14V � zW,$ USE 111 BRASS PUSH LOCK INSIDE InniLOCK OR 111 5/16-1873 1074 THUMB SCREW INTO/'aSCREW 116017 HREADED ( )THREADED IWSERT t=,/ j 25 621 �� TO INSERT 3 ANAT FROM SPANL��T� AT 1/3 SPAN TO 2/.. 1SPAN FROM BOTTOM OF (OUTSIDE) iG� Bp 125• � BOTTOM OF SHUTTER SHUTTER.RECEIVING64 121MAX WIDTH UP TO 1" ® 70 118'_ _,_pHEIGHT 73 114'FOR GREATER SPANS OP LDADS _ � �TYPICAL OUTSIDE CORNER CLOSURE 1'„-� - THAN IO 91NExOmuP �� ' � ) �•! 42) '=- I SCHEDULE,END SRIPSREQUIREA `aE'I �: BR 1'K1'.090•CUP ANGLE MID SPAN mJ DETAILS WO CORNER POST �Y ` USING ANCHOR SCHEDULRONTHE J = m / ® \` ® Ii ',�_'l ®® WPfI009FRWILIBILViDOPE • NTS ANCMORSCHEOULE6a14d/1'7EK ® ®® (OUTSIDE) 15-2338 SILLIN SCREW OR 1/4.20 BOLT TO END scum ( _ 1 sirup. USE(1)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PAODISGUPTFONI E BOTTOM OF SHUTTER _ SN TYPICAL INSIDE CORNER CLOSURE j F '�'^ ® DETAILS WO/CORNER POST ��oo • MULTIPLE SHUTTER ASSEMBLY 1.1 �� R NTS I"��NLL.y,� SCALE:3"=1'-0" . • ALUM. TUBE ------- --_______ _ --_ _ _ _ FRANK L.6ENNAR00,P.E. ---2-FASTENERS ----- ---"- --" N EACH ANGLE 6063-T6 ALLOY -- C2 CONNECTION TYPE \\\111U 1111(/ PE0046549 ,F"` --- • SEE TABI E ,R FOR SIZE. \ \ • REFERENCE ANCHOR EXISTING \' L+�..;..4/• // - n / .; \ SCHEDULE FOR MAX. STRUCTURE :' �1 1"x 2"x 1/0" 1---11 I SPACING �. ‘3C 3 '•4': Z9/yG„ OR M x N L 1/B" ® 51 CONNECTION TYPE A u'• 1/4-2U t( IF1E 0ALUM.ANGLE 1 REFERENCE ANCHOR��?' ® #14 SM ';D C�rtX004654-]'---•-- SCHEDULE FOR MAX Ii 1414 SM6:'O.C. •7f-_THREE 3/16"0 tr•---- �. ALUM II 1 ®®i:=7IIII I SPACING 1/ .i. ITYP.TOP•L OOTTOMI �. -'Otv POP RIVETS �II I IV: t 1/ " T.:73,-,1, ,..44 8x OR ol'�,A I mi IALTERNATE THRU BOLT - s �}tjl STATE OF - aTHREE 012 SMS, ,1, 3/16"0 ALUM POP I Cl CONNECTION TYPE al" ^ I. ''r � •.A10•�pp,'Q .NRI 8N TYP RIVET OR 1112 SMS REFERENCE ANCHOR .o'� CS�ORtly cr` gyp+ R I MJ yq TABLE A(Co) @ 18"O.C.(TYP-) SCHEDULE FOR MAX. OR /U/ANAL E 111111 z• SPACING FOR o 7j7111111117` W = PRESSURE VS ALLOWABLE LENGTH \ 1 c 00 _�2k1B' 336IB' �•MAY USE MALE OR m ==� UI i't PSF No 8/ NOB/ FEMALE LOCK-SLAT) . 12 ' � I AL 4 ® I,•QIAO: gNp im4 62 130' IBB' ' 3 ; = I 1 6tt OUdLR E Z ' D 2 o Z '� GLASS II FOR MIN. I a W 8-4E1114 n 124' 179' ® TYPICAL CORNER CLOSURE DETAILS :` / OR DOOR SII( TO SEPARATION x �m 3�` " 82 119' 172' NTS / I �� II a2la 1�� NW �' 0 _ 92 114• 165' ` - TABLE L.LLOWABLE SPAN q(jF I~j r. rift_ b O W ICE 110' 160' ASCHEDULE FOR RNATe OR 6 OR w ~ 120 104• 147- TABLE B(CC4) ALTERNATE THRU BOLT BUUDOUT MOUNT �• \ OR N 150 PRESSURE VS ALLOWABLE LENGTH C5 CONNECTION TYPE (DETAIL'F) o,A '7 I_ 9T 131" REFERENCE ANCHOR ;L$� 200 BB' 114" �F 2 k1/B� 3 ;11/B� SCHEDULE FOR MAX. wOi I _iii. - Tsm Bl B/ SHUTTER DESIGN rte_ I n SPAN PRESSURE Cl CONNECTION TYPE _ 1 1/4"MAX FROM PIN e•1 �y REFERENCE ANCHOR 1/1 I GUIDE TO BUSHINGtkimig 62 113' 166• 1251N. %30.1PSF SCHEDULE FOR MAX. /'Fj r- -1 �' WASHER(TYP.) !.'..I_.= 72 10T 1ST 1211N. 4.31.1 PSF SPACING ._:it 1" I I18IN. N•31.9 PSF 19 K 82 101' 147' I`''i II I �( a 115 IN. t/•32.7 PSF =ooh/ 14x3/4"SMS(ol 9"O.C. Pi�fd o 92 9S 139' 11219. ./•33,6 PSF ANGLE TO TUBE CONNECTION �1d�.5§o I^ 102 90• 132" 51019. %342 PSF EXISTING 2"x 2"x.125" A.��$ M 120 83' lu. CONCRETE, EMBED. 6063-T6 ALUM TUBE z o 1 m 47 107IN. t/-352 PSF m i q 2 150 74' 109• 1051N 435.9 PSF BLOCK OR 5 CONNECTION TYPE a 200 64• 94. 100)9. •/'365 PSF WOOD FRAMING REFERENCE ANCHOR Z 1-1/2"MIN FOR CONCRETE 1011N. %37.3 PSF SCHEDULE FOR MAX. --c ... ....;;,3.5 f• FOR L O K AND 3/4"MIN. REIN. 438.0 PSF SPACING �' IjT'J O 95IN, t/•39.6 PSF 92114. ./•40.9 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a , FASTENER @ 18"0 CaI t. R iip (USE ANY ANCHOR SHOWNIII 891N. I4/42.3 P5F SCALE:3"=1'-0" F b IN ANCHOR SCHEDULE). 851N. IIK1.43.8PSF .s ,, rill_ __]' , 831N. 141-45.4PSF v.. O �1 8119. 4-465 POP ACCORDION SHUTTER u, 781N. r/•48.3 POP PER PRODUCT APPROVAL a 761N. 4:495 PIP F< I• I 741N• . •/•50.9 PSF I-." 3 3/16 RIVET OR 012 2""2"x •'ga 721N. 4.52.3 PSF Du' TL SHE @R 10"O.C. OR F .090"6063-T6701N. 4/.53.8PSF APPLICABLEATTOP1/4-20 NUT 0 BOLT ALUM TUBE TYP. iON -•� AND/OR BOTTOM x I Ii i i i i i J 681N. •/.55.4 PSF C F (TYP.). 3/16"0 ALUM.POP �( g RIVET OR 012 SMS V"' 66114. 4.57.0 PSF a • 2"OR 3" 1 Ia liii ALUM.TUBE �'606}_T6ALOY (a1 18"O.C.ITYP.1 s$ FOR ( a I~- m SEETATTLER2"x "x7/B" gaffri fDF » it'�•T ;'.j �__ 2 FASTENERS O a (i.,)I'_•,,., :u C FOR E. x CONTINUOUS 1.1691115 ® I- NWp 1/2'MIN. I�11 g 11 EACH ANGLE ALUMINUM ANGLE • 4 I 2'x3'xVj xLooI 1"x 2"x 093" Ij� (,OPTIONAL ANGLE INSIDE( - A FOR N+m2 I zG.- 2,175' 6063-T6 ALUM.. THREE 3/16"0 ALUM SEE TABLE 2 I pN CON INUOUS OR 2'x 1' ^�tll POP RIVETS OR ORIENTATION TYP. m GLASS �I I;• 1 ANGLE,TYP 2= a OR DOOR. r I4A'." a ¢¢a 2" 6061 T6 ALUMINUM IIR THREE 012 EMS,TYP. TO GLASS ,I _..,■ LI 111 _ r x 2"x 1/8' OR 2"x 2"x 1/8'• � ��� _ ANGLE 2' ri /��� ALUM TRACKFASTENED ill® ALUM ANGLE \� f�19 -- -P .4-41I 11�....�� CIA ANGLE FASTENED TO / r A TO ANGLE WITH 1/4-20 f I `, USE MALE OR FEMALE _���' h. -I (�, 14 - EXISTING3KSI,/ MACHINE SCREWS AT 3' III lR W 1®- C4 CONNECTION TYPE CONCRETE HOST FROM ENDS AND 9'O.C. WPIWORFPNKLL@aNLW PE LOCK-SLAT) ® lijr W "`�-�-• v REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 ® vc�` SCHEDULE FOR MAX. IT,0 ELCO ULTRACONS 2-1/2"MIN. SPACING AT 3'FROM ENDS AND EXISTING CONCRETE o.•.... ( - 812 x 1/2"GALVANIZED (OUTSIDE) LII `\EO EDI 4'0.C.FOR BALANCE HOST STRUCTURE(3000 PACE DESCRIPUON1 OR S.S.SMS,3/16"o ALUM WITH 134,"MIN PSI MIN) E TYPICAL CORNER CLOSURE DETAILS POP RIVET,DR 7/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 234" SEE TABLE C FOR MAX SPAN AND PRESSURES dt NTS MACHINE BOLT F.NUT SCALE:3"=1'-0" EXISTING CONCRETE, MIN EDGE DISTANCE, °f (Al 18"O.C. 1 BLOCK OR WOOD FRAMING STAGGERED WITH 3' 13 MIN.SPACING,TYP. BUILDOUT MOUNT INSIDE SILL MOUNT SECTION O SCALE:NTS O EE SCALE:3".1'-0" J I ------------CS-CONNECTION-TYPE ----- ___ 1117 rI I / p•sNNARooT4,6 pLE.., w REFERENCE ANCHOR EXISTING \\ ' . z FOR 651K SCHEDULE FOR MAX. STRUCTURE ,0%%%% \ - FOR Fce uta O O a E0.5ENTIAL SPACING i' 5"MAX. �\`C�� �jry. j�1• ' GLASS FAOIIYTS Cr p } GLASS EE TABLE 4 '°.6.w Cl CONNECTION TYPE, '� 1/4-20 MA�'1�1�Nff••BOL �yS �( OR DOOR SEE TABLE 4 t-'-,u OR DOOR &FOR HNiZ w w r u m REFERENCE ANCHOR �+ W/NUT @ I'T Z OR .�• • &FOR HART j q Z'^ SEE TABLE 2 rr• =o m SPACING E FOR MAX. ' / 19 7414 SMS((Q 6&,c No POOR 6549 SEE'TABLE 2 x w¢Ix FOR BIN. ® D .M w fr ,.. /2" (TYP TOPB• OTTOM) ;OR BIN. ® OI w a 0 SEPARATION xx6Tk �eSEPARAllON w In" 10 CLASS I m r O ui w II I1/4 -20 THRU BOLT W/ X I l7 ui0 GLASS ¢ W JJ12 x 1/2"SMS @ 12"O.C. 2:0 m _ _ 1LOCK NUT 12"O.C.OR Z¢ w "' STATE•• L Cl° L r m OR 3/160 ALUM.POP I ¢"' ¢ to //��� - • I11 r IA CS�DR�olORf • 1412 x 1/2"SMS @12"O.0 ES. L7 ¢ RIVETSCal 6"O.C. OR 1/40 / , r�-` '�LOR 9 u OR 3/16"6 ALUM.POP w'Si- ALUM.POP RIVETS Cal 12"O.C. u m / .. OR VY -.i u••••••••• • .I(Ir• N RIVETS @ 6"O.C. E.S. x ¢ - /P S/ . � N R OR 1/4"6 ALUM.POP RIVETS I -�- N 11 AND®2 �� 1 _ I.,/�/�/J�ii�l1 ' I (II 12"O.C.E.S. I 11 ASSEMBLY -" ,)->-a:@ O O {�I _ I/O' MAX.FROM PIN I 7/2•• Illi GUIDE MAX.TO BUSHING FOR�5�� ® I-I"�O¢ r§O.9 AND 10 1 J I GUIDE TO BUSHING ' `� 'ra)! Nj. FA4YDOES r w0 ImB a` 1/2"TIYP. Axa c ASSEMBLY SII WASHER(TYP.) o Ii ' '' WASHER ITYP) II SEE 1AOLE 4 r r M x �;,� qgL / ��I�II�1/2"TYP EXISTING CONCRETE. w !Ire!-li- GE 4 CONNECTION TYPE OR DOOR &FOR HNJZ 01'6 0 N j WWI"M g 011 V / C I SEE TABLE 2 tg W" d , ' ' BLOCK OR WOOD FRAMING / II X z D Z m m �'1 ��� ;����IED , REFERENCE ANCHOR IJ FOR BN. w�a q ' •F x -. A.,. 3 CONNECTION TYPE SCHEDULE FOR MAX. 7 10 CLASS Y u<,... �/� L15!11 CREFERENCE ANCHOR SPACING AS SHOWN u rrr s]r7 O W w ' EDGE I SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) TO '� pec ¢ �� F. \11 :/1 / �����/�•�� SPACING AS SHOWN REFERENCE ANCHOR +_. r 3 CONNECTION TYPE IN DIAGRAM ON PG.101 SCHEDULE FOR MAX I- REFERENCE ANCHORREFERENCE FASTENERo N Q - SCHEDULE FOR MAX LOCATION FRONT AND o o OppR�I •yR - ,--.—_.,. BLOCK OR EXISTING CONCRETE. BACK ANCHORS NOT REO'D �`�!-a,® 1/4"MAX.FROM PIN G1 ,A / SPACING.ALT.FASTENER WITH THIS LOCATION ��--2'• I�E55'' , _. n 4. / I ® LOCATION.FRONT AND Ct CONNECTION TYPE GUIDE TO BUSHING m / I BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION REFERENCE ANCHOR \_O WASHER(TYP.) rnu '4] _ 1/4"MAX.FROM B SCHEDULE FOR MAX 7. Y PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING W C5 CONNECTION TYPE • i � BUSHING WASHER O INSIDE MOUNT SECTION - REFERENCE ANCHOR =F sq ara ITYP.) SCALE:3"=1'-O" SCHEDULE FOR MAX. C8`' o I EXISTING CONCRETE. SPACING / NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. 7 g1 O m ' / THE BASE TRACK MAY BE INSTALLED IN SECTIONS i ._ Z S# d ` J / WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS (;O BUILD OUT MOUNTS Q A MINIMUM OF TWO SETS OF ANCHORS AND IS A i C , ITYP. BOTTOMI MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK j EXISTING CONCRETE, •SCALE:3"=1'-0" ' j USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING EEl OVER THE GAPS BETWEEN SECTIONS. I • XISTING c'-'..‹,. -3. W C 1 EXISTING CONCRETE. STRUCTURE E �+� BLOCK OR WOOD FRAMING I EDGE CST! o S 4 CONNECTION TYPE C2 CONNECTION TYPE W/ EXTRUSION 2 a g • Tg EMBED. Cl CONNECTION TYPE // .010-11 � REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/EXTRUSION #1 a' t R REFERENCE ANCHOR w ,� A SCHEDULE FOR MAX. •_ SPACING FOR MAX REFERENCE ANCHOR rR w „' I�_o i SCHEDULE FOR MAX O a� PillSPACING AS SHOWN ®®! ©• SPACINGIN DIAGRAM ON PG.10) 1 - __ O III_, w � 1/2" R2©O JII, I, r o111 1GLASS 7.T�i!I1E II w r m A .. L. --- et -Ig— OR DOOR S 4 1 r ¢ �j w ICr &FOR'HMV ® r x 0 0 r w .. L7 • N ' 1/2" w4112 x 1/2"SMS co 12" SEE TABLE 1■ ] _ FORKII F W j m h w 0 1.,,,_ ¢ I-gm.m O.0 OR 3/16"0 ALUM FOR BW I. coI •zp w w }�7�p r Ln.I O 5Q ti Ill w w SEPARATION .� 11 If® M wOf.w77� POP RIVETS@6'D.C. • n: o mGLASS OR �����§ FORS:I• ?N W O OR 1/4"0 ALUM.POP 4 m4¢ DOORII` &FOR WIZ - w r Z u w �6' GLASS F.! 0 SEEI ® xr2:uwRIVETS@12-0.C. .IIT I go- I FOR BIN. FT ow Zo=mOR DOOR l 4&FOR N O N,� I. SEPARAIISS w ¢ !!! o HYHZFS�uIryBLE2j�aG -11F - �10 CUSS II. . 1 xJa�r � � 1/4-20 S.S.MACHINE SLPApfif�ATION IO 80. r p7 AND OB 1/4"MAX.FROM PIN u ii (( �! SCREW&NUT @ GLASS I 1/2" GUIDE TO BUSHING !' -_- 1- iA 12"O.C. 0 4 ASSEMBLY `■1/2" I� 1- Ar-, - illi .... -- ppp " � G � ��TYP, WASHER(TYP.) I. �@jj', � i • �( _ rail,''IIII�t�� w O i�F 1/4"MAX.FROM PIN 1�1� 1 g� = 1/4"MAX.FROM PIN mr �'`" X GUIDE TO BUSHING W • 'At. 4 CONNECTION TYP 1/2'• GUIDE TO BUSHING 4444 1 R 2 WASHER ITYP.I p �•• c+ WASHER(TYP.) REFERENCE ANCHOR I O a 5 6 F EXISTING CONCRETE, �� N•O SCHEDULE FOR MAX �I C2 CONNECTION TYPE W/EXTRUSION LI2 ,;_,R.••pE tr E m BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION #1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM 014 PG 10) REFERENCE ANCHOR © OR REFERENCE ANCHOR SCHEDULE FOR MAX. 15-2, 8 3"x 3"x 1/4"CONT �� 4 CONNECTION TYPE 412 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING GALE I - 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING.ALT.FASTENER EXISTING CONCRETE. (MAY BE REVERSEDr /0 /. SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING AS SHOWN DASHED)- SPACING OR 1/4"0 ALUM.P.• BACK ANCHORS NOT REO'D RIVETS®12"O.C. WITH THIS LOCATION la OD WALL MOUNT SECTION O CEILING % INSIDE MOUNT SECTION a WALL/BUILD OUT ^ 9� SCALE:3"=1'-0" SCALE:3'1=1*-0 \ SECTION (7J/ ALE:3"=V-0" . I • • - FOR ASTu ESSENTaL__ __ _-___ __ _ _- -____ __ _ _ _ _________- _-__ _- _ ._ __ __ _ __ _______- _ 1111\111 111 • oa650E9NNARDO,P.E, EACILIIIES SEE TABLE 4& -------- `7� 11_s � �,.. FOR 11WIZ SEE TABLE 2 _� ' EXISTING 1/4'-20 �� -' N GLASS ...OR MIN.SEPARATION TO Z,' o STRUCTURE ALT.LEG DIRECTION 4.• NS 1 I1 o MACHINE F h __ OR- GLASS 19-0- a �•• V ,9 o61 y r V. 6063-7'6 ALUMINUM BOLT W/NUT /I'"Q DOOR 0:w y r ANGLES PER BEAM END, NOpE004 cc @ 12"0 C OR 65 t9 ' o IA II I SIZE PER SPAN TUBE I -* • u.,.' u- 914 x 3/4" • �-L�� m- 0 1/4^0 ALL I SCHEDULE _13. 'Jr '*-,- - j Q Z Q POINTS SOLID SMS 6"O.0 SPAN TUBE SCHEDULE p •° o SET ANCHORS _i_ • =I'1 Q o WITH 7/8"MIN. SPAN,TUBE NUMBEROF J, u/ .."0.. N a PER DESIGN ALLOWABLE TUBE NUMBER OF ums,,LSSvCWDF :'44 = 2 X In tri^ z EMBEDMENT IN SPAN THRU-BOLTS ANCHORS PER �', L7 CONCRETE OR ACCESS HOLE ,�:1I Ps TUBE SHUTTER ,1ENG}� • W[O BE o: '_�• �. ._.I ANGLE �i U' RIOP.•'• ��m p N = =w-' IR BLOCK,3"MIN IIIT- SIZE SPAN _{ U \ E r a R SPACING AND �' J�:_ C TOP BOTTOM TOP 'BOTTOM TOP BOTTOM ;6F,--5% Ae� c 'p�,Y{Oi 1 � ,� Z j- 0 3"MIN EDGE �- , r-, I �• .�'I I TUBE TUBE TUBE TUBE TUBE TUBE TUBE/F(1j 111i1 ON $!R•DISTANCE. •- III^U I w gLIS3Z€_ - N a a z 60' 1239 135.2 z z 2 3 a I r Z lu 3-- 8- �' z � 00 0 00 o lzs 1o1.r 1oa.9 z z 3 3 T r >u�a • TI ¢wtz3• 899• 9d.4• z 2 3 3 7' TnD.MIN.3o I i o= 80• 128.1• I 757.0• I 2 2 2 3 4' r .JIED.GIST.0 �+S 2'A0S dNFOR 4519 ESSENTIAL FAOLIIIES 174.0• 124.1' 2 2 3 3 r T WO�= �/2 II SEE TABLE 1&FOR 84HZ SEE W.® Q Z O 0.725• I 0--W"0� z_ ` 1/L"MAX.FROM PIN GUIDE Q I wQw 123' 102.8' 109.6' 2 2 4 4 10' 10' 4 3�"9:5L7 • TO BUSHING WASHER ITYP.) GLASS TABLE 2 FOR MIN.SEPARATION w a 80• I 138.0' 196.9• I 2 2 3 3 T T _ N ixw �: '"" - - OR DOOR TO GLASS j "".`",x(22 q m 2kBlI W Two WOOD I m 98' 1227' 155.r I 2 2 3 4 7' 10' O al 1/4"0 THRU BOLTS tt Q I:. LAG SCREWS @ 2L" u I F w 07�• 123' 115.4' 137.5• I 2 3 4 5 10' 13' 1�� ,W,�� O C.MAX WITH 2" I SEE BEAM L7 60' 158.1• 240.0' 2 2 3 4 r 10" THREADED PENETRATION 3"MIN. - . SCHEDULE FOR I Z H 7k10k ED.DIST. w 98 140.0•_ 229.9• 2 3 4 8 10' 16' - !I "T"INTO CENTER OF STUDS �- 'EOUIRED N MBER y_ I = O.1B75• 123' 132.2' 203.1• I 3 4 5 7 13' 19• _ I.� ©,,, 'j. ( Al EMB."T' 14 SMS @ MIDSPAN BETWEEN ` �� 1/c••MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: Gi STUDS FOR TRACK TO 1"x 4" �_-_ L' TO BUSHING WASHER ITVP, int:2'x3"x114°OR2"x5'x1J4'ANGLES FOR 2'x5"&2•x6"BEAMS. n s PLYWOOD& TUBE CONNECTION 1/4"m ALLi 7 I 2. USE 2•x5'x1/4•ANGLES FOR 2•x8"&2'x10"BEAMS. q STUCCO FINISH POINTS SOLID in 1�A�� 4. TOP SCHEDULE BEAM MAYBE SE. t'ay d? 1"x C"x.725" SET ANCHORSII SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAYBE USED TOGETHER OR IN W.yI6063-T6 ALUM.TUBE WITH 7/8"MIN. ' i -_ SCHEDULECOMBINATION WITH OTHER CONNECTION DETAILS.WHERE USEDC8EMBEDMENT INL-= TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. m THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR _ 1" 1/4-2SMACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH =NO" w EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.. BLOCK.3"MIN W/NUT 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN = ' p SPACING AND 3" I 721 6063-7'6 ALUMINUM @ TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, C0 O WALL MOUNT SECTION THIS DETAIL MAY MIN EDGE I^ ANGLES PER BEAM ENO, OR 9141 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN Z. DISTANCE. 512E PER SPAN TUBE 6"O.C. ) O m< ALSO BE USED SCHEDULEAI AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. SCALE:3"=r-0" AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. $ STRUCTURE E1aBEp,LT.LEG DIRECTION I 7. ALL BEAMS AND ANGLES TO BE 60637'6 ALUMINUM. _ y MAX DESIGN LOADj=:72 PSF a O BEAM SPAN SECTION it E L -GLASS . c SCALE.3"=1'-0" R FOR FA UIS11.1 SEE TSABLEA4& OR DOOR 13 i N O 1 ES.. .1Z FOR HWIZ SEE TABLE 2 n EXISTING W000 a< FOR MIN.SEPARATION TO . Z TRUSS OR RAFTER I rf r '1/2" 3" 1/2" w rr j Q CLASS X a @ 24"MAX.O.C. 1-1/2'1-1/2' 0 i' I. co ? © Q • - E N EXISTING FINISHill I -___--�__i -_ \ 1 �' MATERIAL • I I `a1 t1•�` 11 d p LI - 1/4"MAX FROM PIN GUIDE II II i o i r1"x 4"x 1/B"6063-7'6 r{' I i,, wm 9 -� TO BUSHING WASHER ITYP.I ,fQ I I II II ` w _ ly �it" -` ¢ B 2_�ss ALUM.TUBE W/THREE '' .I 1/c••TILE ITYP.) 1/L"0 WOOD LAG ppgg ""'C:cru •"CC C:C:aCCCC"""C......CCCCLC .. FINISH MATERIAL SCREWS WITH 2-3/4" �y� _yam, 59 8 "" "�5C:SSSS SSS:SCC'SZCCCCCCCCGC" MINIMUM THREADED /�m_���u` \ I / YYYY 3/4"PLYWOOD 0 0)/E E o ', I' �--1/6"0 A32S GRADE THRU BOLT @ 7"O.C. PENETR."T"IN:WOOD @' L; - aie R 1 OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSS.I ;L ly=J� / 9 A .- GALV.OR S.S. 24"O.C.MAX.WHERE �■7 ©� i e _ 51/.40"m ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS M BEYOND�I 111 i II• I _ K ���- r TUBE EXTENDS II AVIII i @ ORE THAI +x�.. OR /4 0/LAG SCREWEM 9"O C W/1-7/8'• NEXT EXTEND TUBE TO w 2"x 5"x 1/8"6063-T6 ,\ w~�,n ALUM ANGLE W/THREE em em MIN.EMB. IN WOOD SG=0.42.TO 0.55. I N 1 II il F w=O 0: 1/4"m WOOD LAG ri tl tl �a�Ip 1/4-20 S.S.MACHINE SCREW Fal w w O SCREWS WITH 2-3/4" DWIRI411RWKL®NAI✓flOPE 12"O.C.IN BETWEEN TRUSSES ® =r z' w MINIMUM THREADED EXISTING CONCRETE, WITH 1/2"m ACCESS HOLE ON NO°'APENETR."T"IN WOOD @ 15-2338 HOLLOW BLOCK OR 2"x 5"x 1/B"CONT. BACKSIDE OF TUBE OR 914 SMS X Z o Z co' EACH RAFTER OF TRUSS, sum - ( - tA3 WOOD FRAMING SEE A ALUM ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN ¢I+'cc Q Q ANCHOR SCHED.BASED o a 24"O.C.MAX.WHERE FAGS D(SOUPTTON( ON TYPE OF STRUCTURE S w N ANGLE EXTENDS BEYOND - Q LAST TRUSS MORE THAN - • 6", EXTEND ANGLE TO IMAX.DESIGN LOAD:72 P.S F.1 93 NEXT TRUSS O PASS THRU DETAIL - (MAX.DESIGN LOAD.a72 P.S.F.) SCALE+3 1-o O TRUSS MOUNT. SECTION Q{O� • J If _ • 1 I • -- — ' L B[:NNAPDp P[: GLASS OR ^r-- i DOOR FOR AVIA ESSENTIAL 2 �((�' I: '3" iE EPSdIGES SEE TABLE 0465• • NO'EO o _ GLASS OR Z GLASS OR 4&FOR FOR SEE •• •/l DOOR DOOR m IABlfl2 FOR MIN. tr w • Ftd!A T FOR:n SEPARATIONi0SS I HP I LTiIOOX E 1ABLE 1&FOR 2'OR N.I SEP RATION TO\GLASS® N u2❑ I 1 tttl tap, a Z r 4 ® X o u RIEFER NECTION TYPE E-'8.4 RADIUS HEADER MOUNTED V>¢ �S . el w E um PARTIAL ELEVATION L94 trig =" x u N SCHEDULE OR MA F' — SCALE:3'= I'-0" Z Or m 'd 1. _ a Q ..ACING •3r__ .�I .250" W X 49 W2 �ra Y_ -" w� 3�L R_amid 11' zso .2-50"Y t/4"m TAPCON 24" C6 CONNECTION TYPE w Q N C 6:11 6 i, 0 C.WITH 1-1/4" MIN rA� REFERENCE ANCHOR N t .�, t8 I� O� w EMBED. SCHEDULE FOR MAX 0- - ,!- w �r ❑ SPACING w❑ / /g EXISTING CONC- TE OR /E �S r EXISTING \ BLOCK ONLY.W••D - �I 'O STRUCTURE \FRAMING F.W00• ANCHORS / • �VOT ACCEPTABLE EXISTING HOST STRUCTURE / ❑O WALL MOUNT{ SILL DETAILMwsnNG FINISH /77/1 m 2'• \ ATERIAL W1/4"MAX:FRDM PINm EDUE'I \ SCALE:3"=7'-!0" GUIDE TO BUSHING DIST \ N DECORATIVE FLOOR TRACK DET• L sQ�R©CUT IN 4"INTERVALS WASHER(TVP,) t14.3i T D p O RECESS SILL DETAIL \1 I1�/ SCALE•3"=1'-0" DETAIL RM(IU0EF(OR ADDITIONAL II It�ll o a (may_8 SCALE:3 1'-0" A--1/ I INFO). TYP.TOP&BOTTOM F - 1 .V1a • o ttt JI m y¢� ®— / -\ FASTENER @EACH 4"CUT N -_ - 'hl 7 O m T / I I SEE ANCHOR SCHEDULE BASED rn a= 3 O01/4"MAX.FROHON C4 CONNECTION TYPE TO '•' mm m nm` o ZPIN GUIDE TO ' VERIFY ANCHOR SPACING °n' " 1u OC. -ta BUSHING WASHER IS ACCEPTABLE ® y^ v o 0 .. ..y :4,'. : jai: ,,,,,,:-..„1-2�1 W a gam¢ \ �/ II�'I� J vvvvvv cm a gg Q . \ • 0 rtma-•,. �- 1/4"MAX.FROM PIN GUIDE E ITYP. BOTTOM{ `, W ,41,11. 1/2" ~I. TO BUSHING WASHER ITYP.) O a L' { STRUCTURE I• 1/4-20 W/NUT @ 2"O CBOLT Sy L' 19 CUT AT INTERVALS T 1 EXISTING FINISH FORM CURVE(SEE DETAIL PJ P©) 0 MATERIAL f 1 CONNECTION TYPE ^ti„C„ REFERENCE ANCHOR 0^^55q �e i� • SCHEDULE FOR MAX ^B^g 8 ill 5 1•'x1"x1/8"&1•'x2"xt/B'• SPACING(FASTENER Iiiiii OLLOffff 6063-T6 ALUM ANGLE CUT TO • O @ EACH 4"PIECE a y ,. ,n t"x1"xt/8"a 1"zz"xt/B" ea MATCH AND PROVIDE SUPPORT 6063-TG ALUM ANGLE CUT TO CURVED TRACK SECTION DETAIL OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT I SCALE:3 FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS __ ® ' z z i Y FRONT OF EXTRUSION IS FRONT AND BACK.WHERE ed CONTINUOUS.REINFORCEMENT FRONT OF EXTRUSION IS tL1 IS NOT REQUIRED. L,Ji CONTINUOUS,REINFORCEMENT • -, y_ IS NOT REQUIRED. P el w /4.?q F.._.._%I . ° ._ OO L7 i Z uL ,x�I OO 'ss. .' �'• j $_ 11 .iu—. ❑ _ti 19 ❑ �� ;r �r� �/ ��'� I I' APPROVED MOUNTING :001, ( -1 �% >COMOITION,MIN OF TWO PERI \ . // 'BPIECE APPROVED MOUNTING •� ��� OMPX41FFPMgLBENW100PE �A 1•�� CONDITION.MIN.OF TWO _ i��t�//�(� APPROVED FASTENER AND APPROVED FASTENER AND . `�" ,� 15-2338 SPACING TWITHENS A MINIMUM OF SPACING WITH A MINIMUM OF �� �•...t I - TWO FASTENERS PER CUT TWO FASTENERS PER CUTAil PIECE ���� PAat:OttOptiPFiONt i PI TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS ��'- a P1 SCALE:3-= t'-0' SCALE:3"= 1'-0' I -__ 13 6 AN HOR_SCHEDULE: CONCRETE __ ____ _ _ __ __ _ i Dw6s49-N"000,E.EN NK BEN -�- 2 x S ITYP.1 2 x S(�OUTSIDE `\\\llll I1 t/ +^I:r 2.5"MIN EDGE DISTANCE TOP FLANGE ANCHOR(SEE SPACING \\�__\\tC L. A"^// j spans Up To 6'-0" Spans UD To 8'-8" Spans Up To 13'-0'x• SECTION XI r, �,'•y i '-'��i • ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE 4 0 0 �' LICEps� �G09 L 5 (P CI C2 C3 C4 CS C6 Cl C2 C3 C4 I CS C6 Cl C2 C3 104 I CS I C6 I .Z*I. No PE.° Q 1/4"ITW TAPCON OR ELCO 48 16_(T"16.0"16.0"16.0"16.0"16.0"16.0'•16.0^10.5"10.0"16.0"13.0"15.5'•16.0" 6.5"16.0" 9.5" 9A" I n n O O O - • 46549 • 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"10.0"11.0'•10.0" 5.0" 4.0" 6.0" 7.0" ' =17 EMBED(3192ps1 MIN CONC) 72 16.0"15.0"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"I% /5.0" 6.0" I x S ITYP.) 1 x S(�INSIDE 0 OR©HEADER LI. * ON110 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" BOT.FLANGE ANCHOR(SEE SPACING 'i- 200756.0" '//f/'�W/5.0" 7.5" 6.0"/7/�jQ////f/5.0" 7.5" 6.0"% " 5.0„ ISECTION X) :�T• �rATE'Op /1:: � W M xI 1/4"MILLENIUM MIUFAST I 48 16.0"16.0"16.0"16.0"16.0.16.0"16.0"16.0"11.0"10.5"16.0"14.0"14.5"14.5" 6.5" • . 9.0" 9.5" I SIDE CLOSEST TO OPENIN LP,. -�ORIDA,,.... g;•.I uyyy���Qjjj�,WITH 1-3/4" ...... Dna. - a MIN CONCRETE)EMBED(3275ps1 62 16.0"16.0"13.0" 9.5"16.0"15.5"14.5"16.0"" 8.0" 7.0" 11.0"10.0" 9.0" 5.0" . 5.5"" 7.5" 'I NOTE: "5"INDICATES ANCHOR SCHEDULE SPACING �'//ONAL ENG`vs-" oN 72 16.0"16.0"10.5" 9.5" 16.0"13.5"14.5"14.5" 6.5" 6.0" 9.0" 9.5" 8,5" 7.0" 4.0"' /4.5" 6.5" W our= > ��� TlI1111111 ZIy- V 110 13,0"13.0" 6.0" 5.5" CV 9.0" 8.0" 7.0" 4,0"/ 4.5" 6.0" 6.5" 5.5"i% // /5.5" 0l g< s - /�//�!l/l//�/ • / ///%,5.s' SPACING DIAGRAM FOR Cl CONNECTION TYPE: Ut Q �M� $ 200 6.5" 5.5" 1f��!// 5.5" 6.5" 5.5" / 5.5" 6.5" 5.5" ii - Cl CONNECTION TYPE USING PIECE 0 OR© Zu ormQ = 1/4'ELCO CRETEFLEX 554 48 16.0"16,0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"15.0"16.0"16.0"16.0"16.0"10.0" 12.5"14.0" N 7 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" . 8.0" MO" (jJ o ff W_ 2 ONC) 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"12.0"10.51 6.0" 5.0" ' 9.5" 4 a-181 411x. 110 16.0"16.0" 9.0" 8.0'•111.5.13.0"12.0"10.0" 6.0" 5.D"16.0" 9.0" 10.0'• 8.0"15.0"/3:0" 5.0" 8.0" 0/0 COMBINATION 4 O 4 200 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0"15.0" 8.0" 10.0" 8.0"1.5:V 4.0" 5.0" 8.0" 2 x S ITVP 1 • / J COMBINATION o IIg AaE, g" I"MIN EDGE DISTANCE r 0/ (V COMBINATION EJ1C ID W 1/4"ITW T ON OR ELCO Cl Cl Cl C4 CS C6 Cl Cl Cl C4 I CS'I CS ( Cl Cl C4 CS I C6 [' • ~O ii ULTRACON W 3/4" 48 16.0"16.0" 7.5" 7.5" 16.0" 7.5" 16.0"16.0" 5.0" 4.5" 16.0" . " 15.0"15.5"r 9.5"�/ , EMBED(3192ps1 MI NC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0"I6 .5" 0" 10.5" 9.5"j'/6.0"/ ! ,_--- BED(3192ps1 MIN CONC) '''722."„16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15.0"15 9.5" 9.0" 7.5"��/4.5"// I �� '' Q » 110 141'^14,0" BS'/ 4 �7.0" CO"/P/// f/ I I x S ITYP.I, 2 x 5 IT YP 1 200 7.0" 6 /// / /,,7.0" 6.0" /Wf //AO/7,0" 6.0" // Iii I PI 1/4'MILLENIUM MILLFAST 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 11.5"11.5" 4.5" 4.0"I 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. COtN, .p WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0" 9.0" 8.5" 16.0"10.5"14.0"15.0" 5.5" 5.0" 9.5" 7.5" 8.0" 7.5" / 4.5" 5.0" 1 SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: W MIN CONCRETE) 72 16,0"16.0" 7.5" 7.0" 16.0" 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" / /4.5" p _ / � - Cl CONNECTION TYPE USING PIECE QO WITH OUTSIDE =)..rn�¢`^ 110 10.5'10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5" 4.5'% �// ANCHORS ONLY =y 200 5.5" 4.5" ///o/f Q////�///,5.5" 4.5"7/jy////////�7„. //7/5.5" 4.5" / - CC CONNECTION TYPE USING PIECE 08 OR O WITH p e O,n 1-1/4"MIN EDGE DISTANCE I OUTSIDE ANCHORS ONLY C�g g E 0 1/4"ALL-POINTS SOLID-SET z 3 5 8 ANCHOR W/7/8"EMBED& Cl C2 Cl C4 CS C6 CI Cl I Cl C4 CS I C6 Cl Cl Cl I 04 I CS 6 ANCHOR NOTES: ` m` 1/4-20 SS MACHINE SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0 17.0" 10.5"11.0" 3.5" 3.5"16.5' 5" C J (3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0"% //4,0" 5" 1 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �L-/ 'FO f 8 72 16.0"16,0" 5.5" 5.5" 16.0" 7.0" 10.5.11.0" 3.5" 3.5" 6.5" 4.5' 6.0" 5.5"/ //3.0" 0" I ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 5 2 M •�.a� 110 10.0"10_0" 3.5" 3.0" 6.0" 6.0" 5.0"r7//,%///3.0"13.0" 5.0" 4.0" /////////jj LIMITED TO THOSE SHOWN IN TABLE L OR 3 AS APPLICABLE(Pg 1). FEF g 200 5.0" 4.0" ///////,/ /%/ 5.0" 4.0"% % % %/,5.0" 4.0" /// 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,II 5 0 3'MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR . g 1/4'ALL-POINTS SOUR-SET EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ' E R ANCHOR W/7/8"EMBED& CI C2 C3 CA CS C6 CI C2 C3 C4 I CS I C6 Cl C2 I C3 I C4 I CS C6 I THAN OR EQUAL TO SHUTTER SPAN. E .R 1/4-20 55 MACHINE SCREW 48 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.0"13.0"16.0"116.0.16.0"16.0" 8.5" 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000ps1 MIN CONC) 62 16.0"16,0"16.0"15.0"16.0"16.0"16.0"16.0"10.0" 9.0" 15.0"13.5'12.5"11.5" 6.0" 5.5" 7.0" 9.0" 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" 5.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 1 i •0 110 16.0"16.0" 8.0" 7.0" 10.0"I1_0"10.5" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" I BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 200 8.5" 7.0" 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" 4.5" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF W/1/4-20 55 BOLT AND Cl Cl Cl C4 CS C6 Cl Cl Cl C4 I CS I 05 Cl Cl I Cl I C4 I CS C6 y 1"EMBED(3000ps1 MIN 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"12.0"12.51 6.0" 5.5" 7.5" 9.0" I 5. ALLyONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE a 1 CONC) 62 16.0"16.0"12.0'•11.0"16.0"14.5'15.0"16.0" 7.5" 6.5" 10.0"10.5•• 8.5" 8.0",rj / 7.0"' I pp 72 16.0"16.0^ 9.5" 9.0" 16.0"12.5.12.0"12.5' " 5.5" 7.5" 9.0" 7.0" 6.0" CO" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED °g IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT $aI a14�6A 5 110 11.0"11.0" 5.5" 5.0" 6.5' 8.5" 7.0'• 6.0" 6.0" 5.5"(/f / 5_0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 0: ¢0 g fi 200 5.5"%ffQ�ff//fO/// /////rj 5.0" 5.5///f/ ///%�/j��S.0" 5.5"j / A 5.0" I FINISHES. !9( 3-1/2"MIN EDGE DISTANCE T 1/4'POWERS 55 DROP-IN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o S�TiSI E i6 o W/1/4-20 SS BOLT AND CI C2 C3 04 CS C6 CI I C2 C3 C4 I CS I C6 CI I C2 I C3 I C4 I CS C6 I VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1'EMBED(3000psI MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0"113.0 6.5"15.5'1 8.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR °F 1 CONC) V SIDE CLOSURE PIECES. 62 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"I8.0" CO"/ 5.0" 7.5" QQ 72 '16.0"16.0"10.5" 9.5" 16.0"13.5.13_0"13_0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.5"%/� j 6.5" I B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER + _�'E e� 110 12.0"11.5" 6.0" 5.5" 7.0" 9.0" 7.5' 6.5"////,'///// 6.5" CO" 5.0"C` 5.5'• SHALL BE LOCATED 1N CENTER OF NOMINAL 2"x 4' MIN. WOOD STUD.3/4' g nl. 200 6.0" 5.0"�f//%/QQyf////5.5" 6.0" 5.0" % /� �' 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL 5.5" 6.0" 5.0" I HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1101111 i 2'MIN EDGE DISTANCE 1 1 k b��8 £12 SMS W/2"EYEWALL Cl C2 C3 C4 CS C6 Cl C2 Cl 04 I CS I C6 CI C2 Cl I C4 I CS C6 i 9. BASE ANCHOR AND MAYAVE HAVE MINIMUM A PAN HEAD TRUSHEAD,OR THREADS IN CCPTIMBITIBMCLBEMP000PE 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"116.01 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. (20oOpsl MIN CONC) 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"13.5" 5:5" 5.0" 15-2338 i72 16.0"16.0'' 8.0" 7.5• 16.0" 9.5" 14.5"15.0" 5,0" 4.5" 9.0" 6.5'• 8.5" 7.5" 3.0"/ 4:5" 4.5' { ...... ( - 110 13.5"13.5• 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0"% 4.5" 4.0" 7 3.5" 3.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 5FAGSCAL P!EGWU0N1 E 200 7.0" 5.5". 4 3.5" 3.5" 7.0" 5.5" / /3.5" 3.5" 7.0" 5.5" 3.5" 3.5" I NUT OR WASHER WINGNUi. SS 1,12 SMS W/2.75'EYEWALL 48 16.0"16.0'•16.0"16.0'•160'16.0"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 A.5 INDICATED IN ANCHOR SCHEDULE. 193 ARMOR INSERT W/2.5' 62 16.0"16.0"13.5"13.0"16.0"15.5"16.0.16.0" 8.5" 13.0" 16.0"11.0"13.5'12.0'•1 5.5" 4.5" 7:5" 7.5' • EMBED(2000psI MIN CONC) 72 16.0"16.0"11.0"10.5"16.0"13.5"16.0"16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5"14.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO O 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5" 4.5" 4.0" 5.5" 6.0" 9.0" 7.5"13.5" 3.0" 4.5" 5.0" I DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL �ILIII 200 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0"17.5"I 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK I ANCHOR-SCHEDULE: CONCRETE (CONT..) FRANK BENNARDO,F,E,_ 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE \ .• •••F .�.�7:2!'�/4. b • LOAD Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'•0" i Spans Up To 6'-0" Spans Up To 8''8" Spans Up To 13'-0" . , - '`AU1YD1.r/�/,1(t( -!`,` O ppee ANCHOR CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE • x Gi (PI) Cl I Cl C3 I C4 I CS I C6 Cl I Cl C3 C4 CS CO C1 Cl C3 C4 C5 C6 Cl C2 C3 C4 1 CS I C6 Cl I C2 C3 C4 CS C6 Cl I Cl C3 C4 c5',L6: Nc F'E0046 .,�* 5/16"ITW TAPCON XL WITH 48 16.0"16.0"16.0"116.0"16.0"16.0"16.0"116.0"15.0"13.5"16.0"16.0"16.0"16.0" 9.0" 8.0" 11.5"12.5"16_0"16.0"16.0"16.0"16.0116.0"16.0"16.0"15.0"114.0"16.0"16.0"16,0"16.0" 9.0" 8.0" 12.0 13.Q' r� 1-3/4"EMBED(2B99psl MIN 62 16.0"16.0"16.0"116.0"16.0"16.0"16.0"116.0"10.5" 9.5" 15.5"14.5"13.0"12.0" 6.5" 5.5" 7.5" 10.0"16.0"16.0"16.0"16.0"16.0116.0"16.0"16.0"11.0" 9.5"116.0"15.0"13.5"12.5" 6.5" 6.0" 7.S- 0• ( C NNi 7c . a,� �.- CONC) 72 16.0"16.0"14.0"113.0"16.0"16.0"16.0"16.0" 9.0" B.0'! 11.5"12.5"11.0" 9.5" 5.5" 4.5" 5.5" 8.5" 16.0"36.0"14.5"13.0"36.0"136.0"16.0"16.0" 9.0" 8.0"112.0"13.0"11.5"10.0" 5.5" 5.0" 6.0 _ : .:sV1., Or " 110 16.0"16.0" 8.5"17.5" 10.5'12.0"10.5"I 9.0" 5.5" 4.5" 5.5" 8.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" 16.0"16.0" 8.5" 7.5" 10.5"112.0"11.0" 9.5" 5.5" 4.5" 6.0" 8.5" 9.0" 7.5" 4.5" 4.0" 4.5"•7 -0' W R1.I' 200 9.0" 7.5" 4.5"I 4.0" 4.5" 7.0" 9.0"I 7.5" 4.5" 4.0" 4.5" 7.0" 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" 9.0" 7.5" 4.5" 4.0" 4.5"1 7.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.5" 9.0" 7.5" 4.5" 4.0"1 4.5" 2c?4Z5•,.•'N ,'I1 ' '.0!"E 5/16"ELCO ULTRACON WITH 48 16.0"16.0"16.0"116.0"16.0"16.0"16.0"16.0"16.0"15_5"16.0"16_0"16.0"16.0"10.0" 9.0" 12.0"15.0"16.0"16.0"16.0"16.0"16.0"116.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0" 9.5" 13.5"16..'LS),-,• . \ 4. E 1-3/4'EMBED(3500ps1 MIN 62 16.0"16.0"16.0.16.0"16.0"16.0"16.0"116.0"12.0"11.0"16.0"16.0"14.0"13.0" 7.5" 6.5" 8.0" 11.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.0"12.0"16.0"16.0"15.5"14.0" 8.0" 7.0" 8,5' 12.5" /•1;141I:, 412 S n,, 6 CONC) 72 16.0"16,0"16.0"11y15.0"16.0"16.0"16.0"16.0"10.0" 9.0" 12.0"15.0"11.5"10.0" 6.5" 5:5" 6.0" 10.0"16.0"16.0"16.0"16.0"116.0"16.0"16.0"16.0"11.0" 9.5" 13.5"16.0"13.0"11.0" 7.0' 6.0" 7.0" 11,0" IL I!,,UU a: �S 8 p 200 9.5" 8.0" 5.0"Way;5.0"5.0" 14.0"8.5• 9.5"1 B.0"' 5.0"I.0" 6.0" 10.0" 9.5" 8.0" 5.0" ///5.0" 8.5"5" 16.0"16.0"10.5" 9.D"112.0"15.5"12_5"11_0" 6.5" 5.5" 6.5" 10.5"10.5" 8.5" 5_5"j 5.0" 9.0" u 1 Q W gg i //%A 5.0" 8.5" 9.5"_8.0" 5.0"l///l�r 5.0" 8.4' 10.5' 8.5" 5.5",/////,5.0"1 9.0" 10.5" 8.5" 5.5'-W,/ 5.0" 9.0" 10.5" 9.5' 5.5"jf 5.0" 9.0" 7�yj'( o f m a F 1/4"POWERS TAPPER+W/ 1-1/2-HIN EDGE DISTANCE 3"MIN EDGE DISTANCE W W pN C1 1w A04 1-3/4"EMBED(3000ps1 MIN C1 I Cl Cl I C4 CS C6 Cl I Cl Cl C4 CS CO Cl Cl C4 C5 1 C6 Cl Cl Cl C4 I C5 I CO Cl I Cl Cl I C4 I CS C6 Cl I Cl C3 C4 I C5 1 C6 'WI w gW= p CONC) 48 16.0"16.0"10.0"10.0"16.0"10.5"16.0"16.0" 6.0" 6.0" 16.0" 7.0" 11.0"11_0" •�%f�fj 6.5" 5.0" 16.0"16.0"16.0"16.0"116.0"116.0"16.0"16.0"11.0"10.0"116.0"13.0"16.0"16.0" 6.5" 6.0" 10.0" 9.0" .1 3 , 0 d 62 16.0"16.0" 7.0" 7.0" 16.0" 8,0" 13.5"14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0" ' jj/% --Ir '." _ j/// 16.0"16.0"10_5' 9.5"16,0"112.5"16.0"16.0" 6.5" 6.0"110. 9.0" 1 9.5" 1 8.5" 5.0" 4.5" 6.5" 7.0" NO W dI' 72 16.0"16.0" 6.0" 5.5" 16.0" 7.0" 11.0"16V1/%// 6.5" 5.0" 6.5" 5.5" 16.0"16.0"10.5" 9.5" 16,0"112.5"16.0"16.0" 6.5" 6.0"110.0" 9.0" 4.0" / 5_0" 6_0" ilo 10.0^lo.o" s.o^ as" 6.0° �' /rl///�///5.0" 4.0' ,� / e o 200 5.0" 4.0" 4,47///jj�//,'5.0" 4.0" V /7 V /5.0" 4.0"//A//15_0"15_•0" fi.0" 5.5" 9.0" 8.5" 9_5" 8_0" 4.04 5.0" 6.0" 7.5" 6.5", /4.0" S,0" //7.5" 6.5"J///�//Qf�}4.0" 5.0" 7.5" 6.5"�f%f�/4.0" 5.0" 7.5" .6.5" //// ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK , 1"MIN EDGE DISTANCE ! - 2-1/2"MIN EDGE DISTANCE LOAD Spans Up To 5.0" spans Up To 8'-8" Spans Up To 13'•0" Spans Up To 5-0" Spens Up To 8'-8" CONN TYPE Spans Up To 13'•0" - CONN TYPE ' W D1 y CONN TYPE CONN TYPE CONN TYPE CONN TYPE 0 E ANCHOR x (Ps° C1 1 Cl I C3 C4 1 C5 C1 C2 1 C3 C4 CS Cl a C3 C4 C5 CI C2 C3 C4 CS CI Cl I C3 I C4 1 CS Cl Cl I C3 I c4 C5 tt 1/4.11W TAPCON WITH 48 7.5"17.5"13.0" 3.0"1 7.5" 5.0" 5.0" / 5.0" 3.0" 3.0" 10.5'10.5" 6.5" 6.5" 10.5" 7.0" 7.0"13.5" 3.5" 7.0" 4.0" 4.0"{'/ =Fd• g I-1/4'EMBED 62 6.0" 6.0" //��// 6.0" 3.5" 4.0"j j j /j 8.0" 8.0" 4.5" 4.0" 8.0" 5.0" 5.5"r/ j 3.5" 3.0"j////j// ANCHOR NOTES:SEE SHEET 7,E O g 72 5.0" 5.0"%/�//// 4.5" 3.0" 3.0" j/ /%// // 7.0" 7.0" 3.5' 3.0" 6.0" 4.0" 4.0" //////%/////�/// // /,� 10 FOR ANCHOR NOTES. �N 1/4"ELCO ULTRACON WITH 48 11..:111.5" 6.5" 6.5"111.5" 8.0" j 7.5" 4.5" /,`%//'v.111.5:11.5" 6.0" 6.0" 11.5" 8.0" 8.0" //// 7.5" 4.5"�j/ '// - F. f ' 1-1/4"EMBED 62 9.0" 9.0" 4.5" 4.0" 9.0" 5.5'• %/ �/ / / y 9.0__•9.0" 4.0" 4.0" 9.0" 5.5" 6.0"j/////�j V. / � 5 o �z 7s^F '.1/// j i//' /�% // ! % % / 7s' 7s l/ 6s" as^ as" - 110 4.0' j /j� j �j CO" 4.0 j/ % ////�/' ,g,///,,, g// �� 'E 8,5 200 MK/We�/.�////r // �y ///3////%.✓// /,//i✓// / r ///r/r/. y o Id - 1/4'MILLENIUM ST 48 14.0"K4.0" 9,0" 5.5" // 15.0"15.0" 9.0" 9.0" 15.0"10.5'10.5"' 0.0" 6.0"�] �///,..7):". m h ANCHOR W/1-1/4"EMBED 62 10.5"10.5" 4.0" ��% 4.5" 4.0",7'7". / � /11.5"11.5" 6.0" 5.5" 11.5" 7.5" 8.0"j//// 5.0" 4.0" �, g 6 _2. N 110 5.0" 5.0"/ j//�jiSj� j%/ 5.5" 5.5" 5.0" 4.5" 9.0" 6.0" 6.0" /// / ' ; 72 9.0" 9,0"j % 8.0" 5.5' /% / / /, //��.47//// . El 200 ��// /// �/ /�///� //.it///��/,ii%/N//.'/l/T��/ //XOi%�, r /V V / / //// 7I 1/4'ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE _ I 2"MIN EDGE DISTANCE 3 Iu ANCHOR W/7/8"EMBED& CI I C2 I C3 C3 I C5 CI I C2 I C3 Cl CS Cl C2 C3 C4 CS Cl- C2 C3 C4 CS Cl C2 I C3 104 I CS Cl I C2 I C3 cala i m 1/4-20 SO MACHINE SCREW 48 13.5"13.5" 5.5"1 5.5"113.5" 9.5" 9.5"13.5" 3.0" 9.0" 5.5" 5.5" , ,3.0" 16.0"16.0" 9,5" 9.5" 16.0"16.0"16.0.16.0"15.5" 16.0" 9.5" 9.5"1 3.5" 3 5.5" 6 62 10.5"10.5" 4.0" 4,0" 10.5" 6.5" 7.0"K'� // 4.5" 3.5" 3.5" 1j 16.0"16.0" 7.0" 6.5" 16.0"11.5"12.5" 4.0" 4.0" 8.0" 6.5" 6.0"r/ 3.5" 0 72 9.0"�' 3.0" 3.0" 8.0" 5.5" 5.5:7/ 3.0" 3.0" // % / 15.5"15.5" 5.5" 5.0" 14,0" 9.5" 9,5" 5.5" 5.5" 4.5" 3.0" Waal 8 •�..I� 110 5.0"Ear/ 3.0" 3.0"j �% ,////1/17 // //8.5" 8.5"3.5" 3.0" 5,0" 5.5" 4.5"7 //// 4.5" 3.5"/��� eaA ppp8 200 // / // / /� ///��9.5" 3.5"/////�/////1 4.5" 3.5" / //4.5" 3.5'• a a a O 5/16'ITN!TAPCON XL WITH 3"MIN EDGE DISTANCE 1 4"MIN EDGE DISTANCE x 1-3/4'EMBEDJ C1 I C2 I C3 1 C4 I C5 Cl Cl Cl C4 CS CI C2 C3 C4 CS Cl Cl Cl C4 I C5 Cl C2 I C3 1 C4 I CS Cl Cl C3 I C4 I CS I Si d S!i l +1 48 /// / / // // / / / 4 / // 16.0•'16.0"11.5"11.5"16.0"12.0"12.0" 6.5" 6.0" 11.5' 6.5" 7.0" 4.0" 4.0" H 62 //// /// / V / .74/,',/. / / / 97 13.0"13.0" 8.0" 7.5" 13.0" 8.5 9.0" 4.5"11331E1RiFqii.11331%/ /tA gounos, 110nRlg -� B /i / N 1-9/16"MIN EDGE DISTANCE 3-1/8^MIN EDGE DISTANCE 1 a g>T i< 5/16'ELCO ULTRACON WITH CI C2 1 Cl 1 C4 CS Cl C2 Cl C4 CS CI Cl Cl C4 CS Cl Cl Cl C4 CS Cl Cl 1 C3 C4 C5 Cl Cl I Cl CA I C5 S @ a 1-1/4"EMBED 48 10.5"10.5" 5.5"1 5.5" 10.5" 7.5" 7.5" A/ ,7.0" %" /; %� EW EWTIRM4L000B SOPS 16.0"16.0"10.5"10.5"16.0"12.5'12.5" 6.0" 5.5" 12.5" 7.S' 7.5" 62 8.0"�7////////�.®' ®///' r,/f/,,,, /7 vi.//,:r//�/.AK/ 14_5"14.5•, 70„ 6.5" 14.5• 9`0" 10.0" //// , // 7z 7.0" 7.0"% / /6.0"1 ////7 j ji / ' ,162.5"12.5" 6.0" 5.5" 1110"7.s" 7.5" ���/ %/������/ 15-2338 4 _ ~ ��� %//jjj/j/%j j%////j%j j�i��r/iii iai�/��.C/�%//�/�ij/ ji/�/�ii%j/ji/ SCAM nag D�RIPTION:' - 93 1] J • _. -- - __ __- ----_- ______- __ NARD .E.�-- - - FRANK 4lR:N Dl fry-.... `` 511117-I 1U a.,.•�, __ 49 ;,,L .. :*:• NO PEO046549 •,O - -- . Co C.4 ANCHOR SCHEDULE: WOOD (G=O.55) '.,T`•• STATE OF ` ' "c ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ';� <ORIDr.,•••: , ;��M1 8- 3/4"MIN EDGE DISTANCE �i7�S/ - © y@�f, 071E vi 1 2"MIN EDGE DISTANCE / O UJ Ti ri Spans Up To 6%0" Spans Up To B'-8" S ansN /NZ ON= NI tl Spans Up To 6'-0" Spans Up To 8'•8" Spans Up To 13'-0" LOAD 1 t l l W 2 LOAD o Ec (per CONN TYPE CONN TYPE CONN TY Z �u�U-, °� (psH CONN TYPE CONN TYPE CONN TYPE =G ANCHOR C3 C2 C3 C4 CS Cl C2 tl C4 C5 Cl Cl C3 C4 CS rn ggg mes o O ANCHOR 1/4'LAG SCREW WITH 1-3/4' 48 16_0"16_0"11_5"11.5"16.0"16.0"16.0" 7.5" 7.0" 16,0"16_0"16.0" 4.5" 4.5" 15.0" r"t7l�1 0t am g 1151 = Cl I C2 1 C3 1 C4 1 Cs Cl 1 Cl 1 tl 1 C4 1 CS Cl 1 C2 1 C3 C4 CS 190. gag FO6 E1/1/4"EMBEDTAPPER+W/ 62 12.0"12.0"14.5"14.5" 12.0" 7.5"' 8.0"%0" 4.04 5.0" 4.5" 4.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.5" 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16,0"16.0"15.5' 3.S' 3.5" 9.5" W giN L� W G� ( 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" WWW 0,4 W^Oz g 72 10.5"10.5" 4.0"f 9,0" 6.0" 6.0' /� %/// tTTtt1tTC� 110 16_0"16.0" 4.5" 4.0" 13_5"1414_0"12.0" 3.0" 2.5" 7_5' 11_5' 9_5" 2.5" 2.0" 6.0" 4 3 w S 4 g m 110 5,5" 5.5" ///Awzif/��/j j//, j !%�(�7///// G 20D 11.5' 9.5" 2.5" 2.0" 6.0" 31.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5' 2.0" 6.0" ���_ U1 W a.w O 200 ��///////� '„� G . 7/16"WOOD BUSHING WITH 48 160 16.0" 9.5" 9.5" 16.0"13.0"13.0" 5.5' 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" f1 0 W ", g 412 5M5 W/2'EYEWALL 48 16.0"16.0" 8.5 1 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" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.5" 2.0" 3.0" 1�� .ii CI i m ARMOR INSERT W/1-1/4' 62 14.5"14.5" 6.0"1 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 4.5"%/ 3.0" 0 SS MACHINE SCREW 72 12.5"12.5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0">' 2.0" EMBED O 72 12.5"12.5" 5.0"1 4.5" 11_0" 7.S' 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" // p ' 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"1 7.0" 3.0"�/ /4.0" 4.0" 3.5" 3.5" 3.0" O 1111P ��/�`���i �� i,/ 3.5" 3.0" S�q//�✓// 200 3.5"(3.0" //J/ �l 3,5' 3.0" /3.5" 3.0"//� ;14 SMS x;14 WOOD SCREW', 48D 16.0"16.0"13.0"13.0"16.0"16.V 16 0" 8.5,x` 36.0"16.0" 0"�I ,O"Orn •A WR[T1/1-3 WEBS TAPPER+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" 3.5" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16.0"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" *munummt. 110 16.0"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" W 4"MIN EDGE DISTANCE j I 200 9.0" 7.S" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" C8 -1 8 6 Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" ' LOAD CONN TYPE CONN TYPE CONN TYPE i =I-0.--• Q m _ ANCHOR (Psn Cl C2 1 C3 1 C4 C5 Cl 1 C2 1 C3 1 C4 C5 Cl 1 C2 1 C3 1 C4 1 CS 7 �O m ANCHOR SCHEDULE: WOOD (G=0.42) Z a 5/16'I7W TAPCON XL W/ 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5" 9.5" 15.5" O_m< 2-1/4"MIN.EMBED 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.5"I1.5'16.0"16.0"16.0" 8.0" 7.0" 10.0" 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" 6.5" 5,5" 8.0" 1 110 16.0"16.0"10.0" 9.0" 14.0"14.5"12.5" 6.5" 5.5" 7.5" 12.0"10.0" 5.5" 4.5" 6.0" ri Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'•0" m g �' O ! LOAD CONN TYPE CONN TYPE CONN TYPE {'� .�R x E 1 O 200 12.0"10.0" 5.S' 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" O ANCHOR1 (psfJ 1-T fw 7_O ul _ Cl Cl tl C4 CS C1 Cl C3 C4 CS Cl C2 C3 C4 CS 0 `3 5/16'ELCO ULTRACON W/ 48 16.0"16.0"13.5"13.5"16,0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5"j/�� 6.0" - m 5 7 % MIN LAG SCREW WITH ION 48 X16.0"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" 6.0" m 2-1/4"MIN.EMBED 62 16.0"16.0" 9.5" 8.5" 16.0"12.0"12.5"1 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 5 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" R 1 72 16.0"16.0" 5.5" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" °, g L Id o°C . 110 8.5" 8.5" //„/////�j 5.0" 5.5'�/ ? f 021MS• 110 15_0"14_5' 3_5" 3.0" 9_0" 9.0" 8_0" 2.0" 2.0" 5_0" 7.5" 6.0" 2_0" 4_0" •., u /"/ii//////f//i/ '///��/rj/.i7//!"//G� / o 200 7.5" 6.0" 2.0"I 4.0" 7.5' 6.0" 2.0"%�� 4.0" 7.5" 6.0" 2.0"j 4.0" mac 200 �_--��� �l � _ ta 2'MIN EDGE DISTANCE `" ;14 SMS,414 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 I C3 C4 1 C5 Cl I Cl 1 C3 C4 1 C5 CI Cl C3 I C4 C5 00 OR 1/4'POWERS 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" #12 SMS W/2'EYEWALL 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" O WITH RMIN THREAD ,0 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" 'R ARMOR INSERT WI 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"�/ 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" 4.5" 2.0"j 2_5" m 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" I 200 5.0" 4.5" 2.0";//�f 2.5" 5.0" 4.5" 2.0":/f�j 2.5" 5.0" 4.5" 2.0"j/2.5" "i 110 11.5"11.5" 4.0" 3.5" 7.0" 7.0" 6.0"%/ 3.5" 6.0" 5.0" 3.0" _ II// !!� I -% X3.0' ciC^igi^ , 1 200 6.0" 5.0"7��///O// 3.0" 6.0' 5.0" 3.0" 6.0" 5.0" a 8 S em 11 1 122282 lag i 0. � Ig h _ . 1 li� ANCHOR NOTES:SEE SHEET CCPMDORWKLN WIOOPE - l0 FOR ANCHOR NOTES. 15-2338 PAGE DEsCR1PITONI g ^ 93 L -- ---- --- - ---- --------- ROUND WINDOW -- _````\��1�T,BEN,'/1�4PEOO466 9NNAR 1,,P.E, 01.....`IGT A ^�.n - rEDGESHUTOR BLADEF SION I 12'EDGE OFINS FROM EDGE OF ACCORDION 4.; No P0004654 O" , - 1 0,125'-- -TOP OR BOTTOM SHUTTER BLADES * : * - +0.032" 0.125" -0 b -I—, 0.032' �E � I I iffj Mh iii W. '/ `` WW m 04 s [ n ,, �I -,u o 2.875'0 HOLE TO RECEIVE ROUND 3.5'MIN (� �Ya �� s VA0 w~ - I,II02.875' -{r 0.188' / 2.875'0 HOLE(TO RECEIVE W 41 1�~W � $ 03.250' ROUND WINDOW ASSEMBLY) { N K s x w 0 MAXIMUM OF 3 WINDOWS �'n' ow ,;; O LIGHT-N-VIEW WINDOW I PER EVERY OTHER BLADE /jai w0 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB • ® LIGHT-N-VIEW WINDOW Y ROUND WINDOW N Pi ASSEMBLY N.T.S. EXTERIOR ELEV n m 1 t'-',1",',11:4=8 i 12'MIN FROM rFC m -r EDGE OF SHUTTER, EDGE OF ACCORDION w� 0-"' TOP OR BOTTOM SHUTTER BLADES = c go rr RECTANGULAR III 4 zm �` WINDOW ASSEMBLY. I 9 • ?jDE / )UDWIN ?LEV ;�I i '• 5 rSHUTTER BLADES 2.210"—t ' 3 E 2 0 �— 1.210'-} OB II �' o 0.145'—� 1--.0.145' o3.5" - '$ o 11 g MIEN,��I�(ill 0 i E68 d i 1 O RECEIVE RECTANGULAR m i WINDOW ASSEMBLY) 1.500'x 6.000"HOLE(TO RECEIVE in MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) .161" PER EVERY OTHER BLADE N F Li �3� 1-.020" RECTANGULAR WINDOW aiiiii 111 SN. —v`----- . -�-- ® N.T.S. EXTERIOR ELEV a I�a b 118" 9 1 iT—---F-- DIA. 0.500'•--• .---•0.500' o n o i i d d d II }-1.5°-4 v9i �4— -- (INT.) QPM RR 3.5'MIN. RECTANGULAR WINDOW N RECTANGULAR WINDOW NOTES: G_ -41 TYPICAL ®f---1 n `ASSEMBLY A (EXT.) _,-145' 1. THE RECTANGULAR WINDOW SHOWN IN gg 3 0.355' • 5/13 IS MADE FROM GE XL10 LEXAN WITH Y © c � �' 0.075'MINIMUM THICKNESS. 1111 NN!! ggs, o ' c I 2. FRAME FOR RECTANGULAR WINDOW MAY �G°D.145" "' ' /' T BE NYLON 6 OR POLYCARBONATE WITH AG "/�� MINIMUM THICKNESS OF 0.161".ATTACH OOP000RR ICLEFNWtOOPE i " TO BLADE WITH(6)!4 5S SCREWS OR 15-2338 O L---J 0 1.856' 0.177" .355" BOLTS WITH NUTS. � - ( - ►A q i SECTION A-A • A D[6017PIfOMy g 411) BLADE W/ RECT. WINDOW fill RECTANGULAR WINDOW - N.T.S. EXTERIOR ELEV N.T.S. j EXTERIOR ELEV —113. 1 1