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Property Information Building Information Owner: Corey Wind Zone: 150 MPH. Address: 18 La Puerto del Norte Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location I Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psi) 1 Int 53 55 7 27.2 -29.7 _..--- _.._......__....----...... _..................--- -._......_._ .-.............. .......— -- --.............._.._._ _. 2 Int 53 55 7 27.2 -29.7 — -- — - ........_.....--- - .—......_...... _-...........__.... _ 3 Int 53 55 7 27.2 -29.7 .. ..........--- --._..__......_ 4 End 108 83 7 25.2 -31.4 _..............._... --- _....................._...- --...._........_.... _...._........_. _.._._....._....- --- 5 End 102 83 7 25.3 -31.6 ._.....---..............._.._.._....— -......._........_.I.................-..—_.....__..............-- -.._..........--.............._.... _...- ---......................__...... —..._...._._.........._. ._..._.............._........_........__............................--- 6 Int 114 837 25.1 -27.5 ......_....-_....._..........._..._ ........................... --------................._......_......—_.._.................-- ......... ......._......._...--- 7 Int 74 55 7 26.6 -29.0 8 Int 26 38 7 28.5 -31.0 9 Int 26 38 7 28.5 -31.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 e n BCIS Home Log In User Registration Hot Topic ; Submit Surcharge Stats&Facts j Publications FBC Staff SCIS Site Map Links ':rSearch Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL CFL-1-375-7-R6 Application Type Revision Code Version 17 _ Application Status Approved Comments Archived Product Manufacturer vwn and Country Industries, Address/Phone/Email -400 West McNab Road f 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 LShu�llersSubcategory dion-- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El l 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&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. 'J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.odf FL13757 R6 CO, Indeo2.odf FL13757 R6 COT Indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 r y Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv EOLIWl odf FL13757 R6 Emily Eauiv2.odf FL13757 R6 Eauiv Eauiv3.1)df 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# Modei,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 Dwal.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 371 57,26.8 Streams ne Shutter Large Missile Impact Resistant Accordion Shutter System -limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.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.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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 RG II Dwo3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc, Created by Independent Third Party:Yes Back Next Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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,FS.,please click here. Product Approval Accepts: ®ER® Cradt Card � it II 6.8 STREAMLINE SHUTTER rrrr I9ANKL BEMWKGOf V.F. \\`\\ L. / 5549 )'1,.X?I FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: No PE0p4054 �= 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION 120171 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - ZONE,AND THE INTER AT1 I4AL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH c n (TRC).THIS SYSTEM MEETS MISSILE LEVEL"0"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O •. STATE OF ASTM 111996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. p.SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �� S RID rJ mei m $ DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S' ua REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 10 AND CHAPTER 1609 OF THE r N FLO IDA BUILDING C0 SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN �rrr I I I I I j1\ W qq € PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. z� �Wj c 3 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/20Z/203 AND ASTM 111886/113996/11330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TTEESSTTED PRESSURES DIVVIDED BY A 1.5 $m b SAFETY FACTOR. p S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE UIRED FOR ALL WIND LU $.Ni II ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW N _ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o w s 7 .DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE W .+G DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 m SHALL BE USED, Z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y N SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL u ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME TM PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER � yr v y 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. W o e 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE ONmor CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 1N EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. E 0: 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. HURRICANE PROTECTION BOTTOM 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING _ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SLL;NED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE �g 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o g INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION a FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 1 SHUTTER ELEVATION �I R FLORIDA PRODUO&APPROVAL NUMBER TABLE 2' 1 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 N.T.S. EXTERIOR ELEV K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.9.1.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL p s; 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ3 � BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES A 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. gHUTfER @ 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 30'ABOVE INSTALLATIONS 5 SIP ABOVE >301 ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. S 23. SEALANT SHALL BE USED ON ANCHORS ORRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-114" 1-618 2-318" 1-518' 99" 3-1f2" i-718' 3-61B' 1-7lB' a TABLE 1: 120' 4-110' 2' 4-114• TABLE 1 NOTES: pe L. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-718" 2' 6" ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: kill MAXIMUM ALLOWABLE DESIGN PRESSURES CWffWIPNLL1919g70PE SPAN SCHEDULE 1. HVHZ:DEFINED N D AS ALL LO ATIONS AND R THAN COUNTY FLORIDA. AT EgOG RESPECTIVE SHUTTER SPAN. 2. NON�NVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DARE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLaRTOA- 15-2339 SHUTTER DESIGN DESIDN SPANS 15 NOT PERMITTED.FOR SPANS '3..NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - ZrALlb SPAN PRESSURE PRESSURE BETWEEN THOSE!INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAM ' PL BFI XPSF7 SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 7Y100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/8•WHEN i 30' ABOVE GRADE. i BB' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 9'I INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 120' 53 63 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM yuI me 43 40 E1996-09. 'mKfEmNApXl J 'p-Q 3E 2.874' 4.874"MAX. PROCrION VARIES 4L6549 N"i- 0.115, 0.060, 0.062" --4 OA50' b -a C) -0.125" 1.70r -0.100" 0.062" 0*100" -1,708, 0.100, N 0"* L i j ro.0801 rO.063' -01 %01 1. r *:"-0'. A rO-19.' 2.820" 06�66 .060" r0-195" '0.0961 G...7;T q .N -, t U.125" -4 0.630" .062' 1.993" 1.908" L -t- 3 11 "'Beo' 0.063' .0.0 '0 0.06 6�- 0.062* 0.630, --- r rO.143' 0 0.971" U 0q.. 4 0.97ri B.143' Ew hpo-4 �g 0.63(r z 0.062 a.ocz Ou. ��O. _ 1 0.062" 0.630 0.061- 0.062" -! - 1.059-4 4- .0 1.069' L0.200.i 0.062' Zym -'-'��SUPPORT LEG OPTIONAL • k.069. 0.052" .069" 0.200' Lu JI'll -5.74 A4 "I 3!N -5rpy .745'MAX. 0 @BUILD OUT WALL STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK 5-1L1- 6 LITE HEADERL 0 (�5)t�A)LY UIEADERL SCALE:HALF SI SCALE:HALF SIZE @ SCALE:HALF lz too (&"�CALF HAL:F9I SIZE SCALE,HALF SIZE SCALE;HALF SIZE WHERE SHOWN,SCREW BOSSES B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS D.B74'1- 2.655" 0.675' -2.195- 10. 2.195" 1.230- 0.5 1.229- rio Sro. 1. 0.060" I N I.-M 09 ' ii 0.7f!L :o O 2.36r 2.655' "J til 4.84' m. 11 4.510, .T N -T 3.831' 0 EE 1 0.075. L 0.105, 3: 4.510* nolollo 0.075' -1!- 0.994" NOTE:TESTED THICKNESS OF 4.510' 3.506' BARE METAL W/O PAINT'IS 0.039- 0.78r SILL SILL ADAPTER O9 EXTENDED SILL 1p EXTENDED SILL ADAPTORADJUSTABLE SILL BOTTOM @ L7a-',-- L§-TRMLI-N-EL&T QLA�DE--�- SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE G SCALE-HALF SIZE SCALE:HALF SIZE C. =0 0.080'10.477" .570---T"0 SIW 0.143" 6 sgo- .06 [0.070' 0.143. 0.341- .06 _L0.245' 0.096" 1.708'!� 0.143* rU 0.060-ff rlF-�t .1 -0.115" 1 [1 0.080. 1.17* 4.753" P, 0.090, ."..96" 4.510'--{ I 0.080, 0.682. 0. • 07vRIwTfKWL3NWWFl 6 0.693"J NOTE:THICKNESS OF BARE 227� 0.060 U0.420* 15-2339 METAL W/O FAINT IS 0.039* mmffffi� 1 15 STREAMLINE STACK RADIUS CEILING HEADER/SIL 6.8 STARTER WALL SILL CLI EL 108 b WALL SILL 'S , '. SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 99 ll�Ai7P�11A @ @ • FFMNKL BENNMDO P.E `III 111111 1111/ I P®016549 't:+" K .•:,13 1.9sD• �. 0.610" STAINLESS STEEL NYLON WASHER OR D.9 0' ALUMINUM ASSEMBLY r 0.357" 0320"O HOLE (a �r-0.So" UP Z.0 NOP"���n 6 z O S10 x 2-3/4"410 HT S.S, 0.276" bFp�66O.B80 NYLON It ' o 0,120 1N5ERT5 SCREW W/TC ULTRACOTEU 9g -a, ri 0.05 WHEEL , .i Y'4 INTO COATING 1.100'-} ♦-0.240" IB_ -�- TRACK (TYP TOP B,BOTTOM) 1t� C,OFNYLON BUSHING W/WASHER: ��/ :�R1pq A0.750'TYP.AT EVERY OTHER O.B70" 7/16"0 x 1/2"(4t INTERIOR JOINT TOP 0.137' ��hq'' 'GAN °� 5 nvlx-� INSIDE JOINT AT TOP. 7/16"0 x 1'®I INTERIOR JOINT BOTTOM /// CEN 1L CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /I I I I I 111111 7 q 0Ui= 19 1ANGLE-� HOUSING-ZINC DIC'AST,POWDER COATED O 77 22 ROLLESSE TOP. Zq BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT (9 �6my =g "S{'ALE IlALF SIZE' SCALE HAIESIyE--"�- NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE:HALF SIZE �4f 8 ' - OR KEY/THUMB TURN OPERATED INSIDE. �r$v 9_ f }0,250• L3 BRAS5 FU,' E'ObK °3W SC'AOE HgLF!SIZE' N W lx R0.155" 1.978 2.125- H O 0.236 --1.742• 0.286 1.603" 4.000" ' ' 0.267° .y R0,500" 0.623' 0.500' -1.710" NF $ T 0.790' 0.090" 0.319" � 0.531' _ n ui 0.064• 0.531" ri ri°i• c 0.2 •-�m 2.250" I --.�- a 0.09 c .6 < 0.607" I 0.607' I +�E 0,250' 1 I I �• f � F,, : me�.118" . .0224" D.239'- �.• `I Fm m r��+a 1; g I 0.060" 0.496" X0.240" .� •+ •+ •a.i.i t7 S ro 1.758" 4-1 I" 1� 1• b 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" JJ YY- 1� ,240 I " Ti SCALE!HALF 512E SCALE HALF SIZE 0.160' 0.222"-) -4! F 1.001 0.062'0.062' 0.062' 0.176' . 30 UNIMA-TE etzOGK 31 MALE BOX CENTER 32 FEMALE BOX CENTER gg z SCALE&HALF.512E SCALE HALF SIZE SCALE-HALF SIZE C " -11-0.062° 5.500'x 13116"WIDE �0.40D' '���• 7/16"0 STAINLESS A 167' STEEL Nlff ° n 0.125' n•�c-�---�- 0' 0,438" 0.188- 5/16-18x1 MACHINE SCREW 'j;.� :f,'B° • �--- TYP. 5/16"0 INTERNAL STAINLESS STEEL n r 0.121- T4.500' I--}0.689' POWDER COATED I�,CA�S7 T}1READ HEAD STYLE VARIES �n O� 1 SECTION A 36 tTI`LO-CKAADAPTER T-SCREW INSERT THUMB SCREW I,oso @@ ee C:7D11 OF MOpEL 2pM O1 �, S 1 SCALE•FULL SIZE 38 SCALE-FULL SIZE m 1 0.254' 4DU 4Ob 4OC INbUSTR1AL SYSTEMS (OP,rTIONAL F - 35 BOX LOCK SCAtE HA SIZE" � 1 0.319 END STRIP 1" Isigsillf SCALE:HALF SIZE 2 000' 2" dC 3' EXT e 0.05 �r0.125'-,CALE% HALF SIZE •� I 0.09 o.lzs• 0..11 25" y F o -0.125' g 0.093" o.2sD" 15-2339 � i � l F 397.O W' _--� pD gLf.;'.lZ'EN- Du RP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE ^ ll 2X7 ANGLE SCnIE'1HALE SIZE, SCALE.HALF 511E SCALE:HALF SIZE V SCALE!HALF SIZE \) F L.ANHARDO,P.F' ANY ANCHOR PER ANCHOR EDGE 1 DIST. `� _• /% SCHEDULE 18"O.0 EXISTING DIST, GLAZING SEE END STRI0. SCHEDULE F01(raroS NO E009 O ' {{00 ~ A ,ANGLE EMBED y1 SPAN WHEN U51AG. Pr - d Oj 20,40a,40b BRC, ,0 - 17 d p, (INTERIOR) LEG D RECKON II it F 1/4• OR 8.8 STARLL� O pN jr= EMBED. R, 17 tl�1` 17 —�-.=_,[MAX. WIfH 21 oR ZS"Q•• O 0f MIN.0.062"THICK 6063-TGAWM. 1 t�• ANGLE 1'x 1"MIN.TO 2"x S"MAX. _ 211 25 30 (ANGLE LEG MAY BE REVERSED) „ EDGEF 41 FASTEN ANGLE TO TRACK W/ OjU GGG DIST. ANY ANCHOR PER ANCHOR (2)IlOxl'SCREWS AT pw c �j v CORNER TOP&BOTTOM;AND SCHEDULE({D 1W O.C. ATTACH TO 6.8 STARTER W/ 9L m 13 13 13 112 x 1/2"GALVANIZED OR S.S.SMS, B.S.x 1/2"GALVANIZED PO Z 13 SS.SMS 3/16"0 ALUM.POP (JJ N 9 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET Ok 1/4-20 MACHINE 6.SO"ITYP.1_ 30 USE BRASS PUSH LOCK OR(1) MACHINE BOLT S NUT@18'D.C. ALTERNATE END STRIP D AIL BOLT (lE NUrl ie"O.C. 3 �, E WITH 6.8 SI'AR(ER AND ANGLE ANY TRACK W/ Ned (EXTERIOR) 5/16-18 RiUMB SCREW INTO THREADED S"L6 - 3 AT 1/3 SPAN 7D 2/3 SPAN SCALE:3"=1'-0" O i; FROM SO M OF SHUTTER.RECEIVING ENO STRIP SCHEDULE SCREW BOSSES. N TYPICAL PLAN VIEW HOLE SHALL BE 3/6'MAX WIDTH,UP TO I P F I BPA 6 SCALE 3"=T-0" 1'HEIGHT. jai—, O8:USE(11 BRASS PUSH LOCK 7 OR 11)5/16-18 THUMB LOCKING DETAILS FOR 2'&O(3.7') 82 BS• SEE END STRIP SCREWI OTHREADED CENTER MATES SCHEDULE FOR MAX. Er�Y "1 SCR 17 AT 1/3 SPAN W TO 2/3 AN FROM SHOWN ON RANDOM ® SPAN WHEN USING 5 BOTTOM OF SHUTTER 3'BIG(4.T') Ba' 20,40a,40b OR 40c, 0: g RECEIVING HOLE SHALL BE 30 13 DETAILS c 0. as 1/q" OR 6.8 STARTER . Na pp gO 3/8"FfAX WIDTH.UP TO �� 5 d n 1"HEIGHT. 30 ALT.T BIO— _.. AX, WITH 21 OR 25. q,E e m (2.7') 2 O }}��II n 90 USE APPROPRIATE m 132 T1' �1 HI STARTER STRIP E g '— - S BY »a....�GG.iIJJJII b O 20 PROVIDE CLOSURE 10 TOR FFR333001 13 10.083' 57 B3• BUILDING CONDInONS. 3 O 71 60 8 8d FASTEN ST AR7ER S1 RIP o TO TRACT(W/(2)H10x1" v (INSIDE) 7SCREWS AT CORNER.TOP ( � zx3 z ALTERNATE END STRIP DETAIL IIT I s Vim+ 67 ss 60 1 SCALE.3"=1'-0" 1D.12s W/SCR W/SCREW to BOSSES. -ANT I C 73 1109' ry f�4a� r 111' . Ya¢ I W SILL IrWu FORGREATER SFANS OR LOADSTINN Q W SIMINN IN END STRIP SCHEDULE,END r Q SFRIPS REQUIRE A 1"XI-.090'CUP ANGLE a b �� F HID SPAN USIxO ANTANDIDILON711E EXISTING GLASS ppS Hill MOM SCHEDULE&O14"2/R'TEK --- r 0 I 13 SCREW OR 110.20 EOLTTD ENO STRIP. aI o7 q 3 v 30 a a w USE(1)BRASS PUSH LOCK (INSIDE) a t!a S USE 11)BRASS PUSH LOCK OR f11 5/16-18 THUMB EIJ OR 1115/16-18 THUMB 30 T3 �¢n SCREW 1 0 THREADED j ���AAAEEE SCREW 1 O THREADED a INSERT S(37 A7 F/3 SPAN SII-L s! 52 INSERT 7 AT 1/3 SPAN zag TO 2/3 AN FROM TO 2/3 S N FROM =`�a BOTTOM OF SHUTTER 1 g BOTTOM OF SHUTTER (OUTSIDE) e R RECEIVING HOLE SHALL BE d 3/B"MAX WIDTH,UP T� 1"HEIGHT. 3 TYPICAL'OUTSIDE COR14ER CLOSURE - CC1 DETAILS WO/CORNER POST NTS P41 13 23 `-D OWMaORBIWLIBEWWPE SILL 13 (OUTSIDE) 15-2339 - USE III BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PY�OROIIRIDIII BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE xb� MULTIPLE SHUTTER ASSEMBLY 99 CC2 DETAILS WO/CORNER POST 2•IS NTS yPju SCALE..3"=1' 0" Al I Awa .. FMNK L SEIMARM,u-1 Cl CONNECTION TYPE \` �gl•�49l 111 '''!i REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE si SPACING MAX. - i' Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT(u7 12"0 C OR �; p A. \ SCHEDULE FOR MAX. � ® 4114 SMS @ 6.0 L \ SPACING 1�2 ITYP.TOP 8 BOTTOM) _ Or4 ALUM. TUBE H 2 FASTENERS 6063-T6 ALLOY 1I �~j 5 OR 6 OR/ T�•. �T O EACH ANGLE- SEE TAR y A FOR SIZE. J w o 8ORg6 Z 1"x 2"x 1/B'• ALTERNATE TIfRU BOLT OR 2"x 2"x 1/B'. I/ Cf CONNECTION TYPE ~ inq �Q�p ALUM.ANGLE ° ( ,__ REFERENCE ANCHOR MN GLASS ¢p SCHEDULE FOR MAX SEPARATION 0 13 �.I, -- .��• SPACING PER TABLE r-4 j Z �y Fil THREE 3/16"0 ALUM. GLASS POP RIVETS OR �� I OR DOOR—1I` NIA y°'ia THREE N12 SMS,TYP. ° IT - 11 % 3/16"m ALUM.POP I \ 1111 E H w ow 17 is O.C.(T YP 1 012 S \.-;I.I :___:.'-__:��/ '9<Tf�A'q)e 5 OR OR w TABLE L OWA) --- x PRESSURE VS ALLOWABLE LENGTH ` __ w ,n 2'x27c�g• 3'10'1t1f8' MAY USE MALE OR M \ C PSF No B/0 No BJbb FEMALE LOCK-SLAT wO I F ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN ' 62 13V IBB' 13 C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING 72 12+• 179• O TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR"-:--.' WASHER ITYP.) tm-. .6 CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX 19 3 al 119• in" NTS 91 11+• lar SPACING `� 14x3/G"SMS @ 9"0C F� g' ANGLE TO TUBE CONNECTION 101 110" 160' -- Z"x 2"x.125" 11 i 322 120 104' 14T EXISTING HOST EMBED 6063-T6 ALUM TUBE _ a TABLE B(a+) _ 150 9T 131• - STRUCTURE 2 PRESSURE VSAU-OWABLELENGtH 5 CONNECTION TYPE m� 8a" 11+" QgI /g'' EDGE DISTANCE REFERENCE ANCHOR p5F WIM ry0 WRH lly0 SCHEDULE FOR MAX SPACING OJ O FASTENER(°l 18"O C. 3 72 JOr 1157' (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION 3 92 - 101• l+r IN ANCHOR SCHEDULE) SCALE 3"-P-0" m 92 95' 13T 102 90• 13Y AML. ,III R 120 or 122` ISO 7r losr w 200 64• 9+• 2'x2"x F =00 3/16 RIVET OR M12 SMS 090"6063-T6 I•SIJ GLASS I3 ] y= ' ALUM TUBE TYP d2 E'PARATIOIJ = z u w a (al 16"O C. OR 1/4-2V c 't F r PEH TABLE - N L Ow b NUI&BOLT(TYP.). ALUM.POP d a GLASS 2 x a Q g OR p12 SMS 4 ALUM. TUBEIIB .C.(TYP.) N(u OR DOOR £ a 6061-TG ALLOY a€A1 SEE TABLE R FOR SIZE. %"x 5"x U ENERS CON'IlN0005 NGLE ALUMINUM ANGLE 1•x 2"x 093"6063-76 OPTIONAL ANGLE INSIDE � 3 3/16"m ALUM ORIENTATION TYP.ALUM.ANGLE,TYP 17 VETS OR 17R12 SMS,TYP -- - w Ox 1/9" I� @ � OR Z.x 2"21"xe"1,111" I D REFERENCE nAN[HYOR E 13 ALUM.ANGLE �"�`'- SCHEDULE FOR MAX -USE MALE OR FEMALE SPACING OOPIMFIMLOVINVOPE LOCK-SLAT -- - --EXISTING CONCRETE, 152339 13 I3 BLOCK OR WOOD FRAMING k awa. a (OUTSIDE) EE INSIDE SILL MOUNT SECTION �ApE°BORIfI°NI M72 x 1/2"GALVANIZED SCALE:3"=V-O" p OR S S.SMS,3/16"0 ALUM NA CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS �y HT'S MACHINE BOLT L NUT SCALE:3"=V-0" I • ' FRANK 1.08tNAAt>D.P.E. C5 CONNECTION TYPE ai REFERENCE ANCHOR EXISTING Z-+ SCHEDULE FOR MAX STRUCTURE V O SPACING GLASS tt n=^ GLASS R ui Cl CONNECTION TYPE 5 MAY,. 1/4-20 MACHINE 80LY(v, OR DOOR v u y OR DOOR---*TA w r REFERENCE ANCHOR / -l.W/NUT p t2"O.0 OTi 4,; No _a w 1- f w SCHEDULE FOR MAX. 19 #tL SMS {- L w¢ 13 j �w SPACING 1/2" ITYP TOP 8680TT6MI �` MIN t3 N w m w GLASSz Mx-�- a1 1/4"-20 THRU BOLT W/ GLASS X w N J N N r2` m 4'!_ 4 £PARAT ¢z z¢ #14 x 1/2"SMS Cpl 12"0 CX 2 Z, w r� M LOCK NUT{{9 12"Cl C E.S. E t-w 1- OR 3/16"0 ALUM POP ¢w ¢ I I L �O'•_ W IMr/ 12■1/2"St•15 @ 12"O.0 .SPER L7 F- J n O N [S}0R{6}pR t fi 6{ OR 3n6"m ALUM.POP TABLE2 y1- RIVETS(la 6"O.C. OR 1/4"0 = m w o OR 6 J 4� •'•., RIVETS(at 6"O.C. E.S. , Z ALUM.POP RIVETS Lal 12-OC, ¢ /i/ss/ y R 1/f-"0 ALUM.POP RIVETS /! N 11 AND V !x /ttt! OKI Cat 12"D.L.C.S.—•----- - 1 1/4•'MAX FROM PIN MN GLASS tt F 1 1-� S l tt4"MAX.FROM PIN ASSEMBLY SEP TION w Q t7 VP. GDtD O US NG n 13 �� O9 AND IO GUIDE OBUSHING I�PER TABLE2 F.miL•- ASSEMBLY WASHER(TYP.I wWASHER ITYP.) 4 7 w2"' ( ( �ry 1/2" 1/ SS 2'TYP EXISTING CONCRETE, r3 CONNECTION TYPE OR DOOR- Mt'owm &'i9ry BLOCK OR WOOD FRAMING wREFERENCE ANCHOR X'X¢z 3 W4C4CONNECTION TYNE E R/ SOiEOUIE POR Max ¢ v¢ U) °�REFERENCE ANCHORSPACING wN �wEDGE SCHEDULE FDR MAX DIST SPACING AS SHOWN ¢-C3 CONNECTION TYPE 11+DIAGRAM ON PG.9REFERENCE ANCHOR EXISTING CONC . w a 'gDD s OR SCHEOULE FOR MAX. BLOCK OR WOOD FRAMING F SPACING.ALT.FASTENER /2.• 1/4-MAX.FROM PIN LOCATION.FRONT AND CI CONNECTION TYPE GUIDE TO BUSHING v4-MAX FROM BACK ANCHORS NOT RED"Dg INSIDE MOUNT SECTION REFERENCE ANCHOR t/2" WASHER ITYP.) rn WITH THIS LOCATION SCHEDULE FOR MAX 1 PIN GUIDE TO � SCALE!3"c 1'-0- SPACING ONNEC19 �� BUSHING WASHER A INSIDE MOUNT SECTION i REFERENCE 11ANCHOR !- ITYP.1 SCALE:3"=1'-0" SCHEDULE FOR MAX l EXISTING CONCRETE, SPACING / BLOCK OR WOOD FRAMI EMBED. rYP eori G� Gp BUILD OUT MOUNT SECTION -cal l EXISTING CONCRETE, SCALE•3-e 1'- BLOCK OR WOOD FRAMING k. E NOTE:FOR DETAILS A.B,D,AND E ON THIS SHEET, EDG O{ST, EXISTING a g THE BASE TRACK MAY BE INSTALLED IN SECTIONS .---C4 CONNEC1101•1 TYPE EMBED STISTING E_ ,.�;_� WITH 1/4-GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR -54OONNED7{-q{1-TYPE Y A MINIMUM OP FW0 SETS OF ANCHORS AND IS A 5CHEVULE FOR MAX. m EO O"rR£FEP£NCE ANCHOR B MINIMUM OF 12"LONG.THE SILL S CEILING TRACK W 5 6 SPACING SCHEDULE.FOR MAX a USED WITH THE BASE TRACK MUST . CONTINUOUS SPACING rr OVER THE GAPS BETWEEN SECTIONS. 3 TIS ° t/2'• &R(2 y GLASS 7! OR DOOR 1412 x 1/2'SMS Liu 12- EPARASIO 13 z www i wwI-•� OX OR3tt6"O ALUM. PER to ZONm t-NS rw7D POP RIVETS @6'"0C TABLE w qdq W w OR 1/4-0 ALUM POP ¢ to 4~ DOOR GL ASS DR MN.CLAS 79 Y=2 u J Ft C U K ' MN GLASS 13 N F 2 Z p RA m RIVETS Cul 12"0 C. F: O PER TABLE 2 rn oto`{ ' SEPARATION o 0 V¢ u X z o z I- PER TABLE 2 X Z 0 L, BAND E W M 4 o 1/4-20 S.S MACHINE ¢J o'4 -1/4"MAX FROM P V SCREW&NUT(iu tL E u y ASSEMBLY 1/2" GUIDE TO BUSH114G _ ¢ 12"OC. w ttY" T— G ASS VPGLASS . WASHER ITYP.1 0 N w - � . w OR DOOR 1/4"MAX.FROM PIN m w 1/1"MAX FROM PIW_ d GUI E 1 U BUSHING W 4 CONNECTION TYPE t/2" GUIDE 70 BUSHING \X S b E WASHER{TYP I EDGE/ REFERENCE ANCHOR O WASHER(TYP) R h A i EXt51 NG CONCRETE, 0157. SCHEDULE FOR MAX /. O�fAtlVBtRNKL PJi BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SI10w1+1 �,29CONtJECxION� 1-'f4PE� FRAMINti BLOCK OR WQUU FRAMING REFERENCETANCTYP iN DIAGRAM ON PO 9 REFERENCE ANCHOR 15-2339 an SCHEDULE FOR MAX. CONT 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SSCHEDACfNULE FORFAST£N£R MAX SPACING A•iffAaRFFs,_oNI 063.76 AI.ON.ANGLE REFERENCE ANCHOR O.0 OR 3/tb'.0 ALUM. CXtSTiNG CONCRETE, AY BE REVERSED • SCHEDULE FOR MAX POP RIVETS @ 6"D.C. BACATION CKANCHpNRSNOTNREO'U BLOCK OR WOOD FRAMING 5 SHOWN DASHED} SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION RIVETS @ 12"O C. WALL MOUN i SECTION CEILING / INSIDE MOUNT SECTION "� � 94 L.•/ SCALE:3".1•_0" SCALE:3"_1'-0'• F tmlr?�J�ujhf)`OUT IRECION (n} S TALE 3"=1"-O" �:.1 EXISTING HOST ALT.LEG DIRECTION ; I� xnAAuoJ L' STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN ED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM MINIMUM FDGB DISTANCE MBE IZ°MIN FROM EDGE OF ACCORDION -ROUND WINDOW 1_ moi/ EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2^ SPACING,AND 3' AX (2)6063-TG ALUMINUM = TOP OR BOTTOM 12" PER ES PER E M E DOLE SIZE 0 6549 :O EMBED. I SPAN TUBE PER - DESIGN SCHEDULE EDGE OF ACCORDION 33 t9 ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 �O�•.•. &E F~ SHUTTER BLADES `E 0 - 12'0.0 OR#14 x 3/4'SMS 6'O.C. �s• •• TYPMINICAL 1/2"MAX. i�__ 5 63-MINN `V V EDGE A' i DGE 3 16 `�Q U1 E 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS t3 z u,' zX N LK ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION oO (() di MAXIMUM OF 3 WINDOWS GLASS ORPERTABLE ~�!fig• PER EVERY OTHER BLADE DOOR 2:a I'1'I/(//'/IST//�/� N 3"MINW U W 11� 0 IN y 1 LIGHT-N-VIEW WINDOW X:m EDGE r1/2"Mnx a mp $ N.T.S. EXTERIOR ELEV N Om DISTANCE - �+m &J6 LL W 3 16 1/t••MAX,FROM PIN GUIDE G 00 TO BUSHING WASHER ITYP I q I, --1/4-20 MACHINE BOLT W/NUT 0 ACCESS 1/2' HOLE 121 r O.0 OR I14 x 3/4'SMS 6"O.C. mm E 2.875'0 HOLE TO SPAN TUBE PER W RECEIVE ROUND EMB ED. DESIGN SCHEDULE WINDOW ASSEMBLY 1/2• �(2)6063-7'6 ALUMINUM AX. ANGLES PER BEAM END,SIZE 6 I R A EXISTING PER SPAN TUBE SCHEDULE y C 1 4'0 THRU BOLTS SEE BEAMi d d STRUCNUIRE 5/CHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SCUD SET ANCHORS WITH 7/8'MIN m J EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF SPACING,AND 3'MINIMUM EDGE DISTAPICE C p 0.125` 0.125' 0.032' 0.032' MAX.DESIGN LOAD=372 PSF �--- � 3 SPAN TUBE SECTION N.T.S. VERT SECTION ��cc / \ 5 p1g. / \ SPAN TUBE SCHEDULE G / \ ALLOWABLE TUBE NUMBER OF NUMBEROF MrNiIALWANBIB ROUND TSE 6LSPAN -ePAN THROBOLT9 �Cµd Pte- - LENORI Y U WINDOW TOP BOTTOM TOP BOTTOM 70P BOTTOM TOP_T BOR014 • ASSEMBLY TUBE I TUBE TUBE I TUBE TUBE TUBE TUBE TUBE BO' 123.8' 135.2 2 1 2 2 3 qd 0.125' T T �Q qSt ¢0�101.7' tOB.B` 2 2 3 3 \ / _ 123• 88.9' 94.4' 2 2 3 3 T ' T E / \ 80' 129.1 _ ' 167.0' _2 2 2 _ 3 4- 1 7• 8' 2'105' Be. 114. 12Lj! __ 2 2 _3 3 7'!1_7- 0.126' 123• 102.8' 109.8' 2 - 2- 4 4.__ _-10' 1D' ZkB•• 02.875• ` -- l 7'"T ) ) � 7''B6' 122 165.7' 2 2 3 4 7' 10• gppg p p 03.250° 0.180' ' 173' 115.4' 131.6' 2 3 4 8 10' 13' 80'/ 168.1'__240.0 2 2 3 _4 T _ 10'2�10'X 1408'_ 220.9' 2 3 4 8 10' �16^�_ p r F•� 0.1875 - - n LIGHT-N-VIEW WINDOW �\ // 123' 123 �°''' 5 '� '� IAPIB0118WKLLBIlMWP6 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ SPAN TUBE SCHEDULE NOTBs: N x ^ANGLES FOR 2•x5•B.2'x6'BEAMS. 15-2339 2. USE 2'x5'xi/4"ANGLES FOR 2"x8"B 2'x10•BEAMS. �,...., 3. USE BEAM SCHEDULE FOR DETAIL 3/8. Em BBQ Ptl 4. TOP IL BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDINGSPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 9 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMSDABELOW E NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE 1111 r INA0.001 P.E. _ 2.5"MIN EDGE DISTANCE 5p8ns UP Ta:B'-0"f 5p8ns Up Tam'-3.- ru veUn To L21.0" G LOAD �`CONNaYPE �..'-Co all, CONN TYPE \ ANCHOR Ipso Cl vC''23 C3 C9 109r CL ft23 CJ �C4 'Iml Cl C2 I C3 C4 1 CS = No PE004 1/4!ITW TAPCON OR;EILO `43' i6 0 16:W 15.0"16.0"160 18.0"18,D 9 0 13_0 16� 16 0" 9.5" S.S' 0.5" 14.5" ULTRACDN WRHTY3/1"yot1 _53 16.0•'16A"10.5"14.5'18.0"19,0.12.0" 7.0" 10.5"16.0"15.0" 7.5" i.5" 7.S' 10_5• _ L-• * y N EMBfid(3192p511MIN'CONC) 62 16.0"18.0" B.5" 12.5"18.0,16_0' 9,S' S,5" B.5'_150"15_0" 7.5" 4.5' 7_5•' 105" •7 ' � 70 16.0'•13.0" 7.0" 11.0"18A"15.5" 0.0' S.0" 7.5" 31.5"15.0" 7,6" 4.5" 7.5" 30.5" 7 i UO TIOfQ.Off•.. STATEDPon.: Z B " 100 19.0" 7.5'• 9,S" 7.5" 10.5"15.0" 7.5" 4,5" 7.5" 10.5'15.0•' 7.5" 4.5• 7.5" 2"5 ITYP. 9 i 70 C014BINA TIOIrJ; <ORIO t/4'MILLENIUH MILLFA5i 4J-16.0_•16.0"15.0"16.0"16.0"16.0"16.0" 9.0'• 13.S•16.0"16.0" 0.5" 5.5" 9.0" 13.5" WITH 1-3/4'EMBED(J275p5 53 18.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5' 7.5" 9.5" D S��NAL =j MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0",16.0"16.0" 8.5•' 5.5" 9.0" 13.5'13.5" 7.0" 4,5" 7.5" 9.5" 7/IIIIII01�Ue 70 16.0••12.0" 7.0•` 11.0"16.0"14.0" 7.0" 4.5" B.0" 10.5"1'3:5" 7.0" 4.5" 7.5" 9.6" !� _ _ _ 100 13.3" 7.0"4.5" 7.S• 9.5" 13.5" 7.0" 4.5:' 7.5" 9.5" 33.5' 7.0" 4.5" 7.5" 9.5" 7 p t 11 1/4"ELCO CRETEFLEX 554 43�16.0"18.0"18.0"1G.0"16.0"16.0"16.0"13.5'16.0"16.0"16.0"32.5' B4O" 13.0"36.0" 7 x SIT YP.1 2 x 5 I1 YP.1 L r$"LN W/T EMBED(3350ps1 MIN 53 16.0"16.0"16.0"lB.O"16.D"16.0"16.0"l6.W 1S.S'16.W'16.0"ID.O" 6.5' 11.0"14.0" W 3'm B�0 CONC) fit 16;0 16.0 12.5.16,0 16.0 16.0 12.5" B.D"10.0"116.0"116.0110.0" 6.5"IS.D"14.0" 0 � T\T� 70 16.0"16.0"10.5:SG.O"16.0"16_0"]D_5_' 7.0 31.5-115.0"116.0"10.0" fi.S' 11.0"14.0" __-_ W IOII 16.0"10.0" G.5" 11.0"14.0 18.0 10.0" 6.5•' 11.0"14.0"16.0"10.0" 6.5" 1.1.0"14.0" O N 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING b13 c3 T*c-z7-&-T-&T_cT c4 C5 Cl cz c3 C4 (5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"1 16.0" 7.5" 8.0'• 16.0"16.0.16.0" 5.0" 5.5" 16.0'•16.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE t� ULTPACOH WITH 1-3/4" 53 16.0"16.0"15.5" 6.5" 16.0"16.0"12.0"t07 16.O"14.5' 7.5" 10.0" ANCHURS ONLY n E 011192psl MIN CONC) 62_16.0"15.5" 4:5" 5.S' 16.0"16.0" 9.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE ®WITH ^��+ 70_16.0"12.5" 4.0" 5.0" 16.0"15.0• 7.5_ 11.0"14.5" 7.5" 10_0" OUTSIDE ANCHORS ONLY _ 100 19.5" 7.S' 10.0"14.5' 7.5' 14516.0"13.0"13 .03. 7.0" 6_5" ]0.5" w WITH 1-3/4•EMBED(3275PSI 53 160"160" 8.0" 11_0'•16.0"16.0" 9.0" 16.0"305" 5_5" 5.5" 7.5" ANCHOR NOTES:HIN coN(RETE) 62 16,0°ii.s•' B.D" 9.0" 16.0"13.5' 7.0" il.o'•10.5" 5.55.5" 7.5° 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMININGANCHOR SPACING70 16.0" 9.5" 5.5" B-W' 16.0"11.5S.5e.s10.55.55.5ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE.S' 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). qv 9 0;d - - 11/9'MIN EDGE DISTANCE _ a�0 = I/4•ALL-POWTS 50UD•SEf - 2. ENTER ANCHOR SCHEDULE BASED E. THE TDESSEXISTING STRUCTURE MATERIAL, _m< OU ANCHOR W/7/B'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C9 CS Cl CZ C3 C9 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR n 1/4-20 SS MACHINE SCREW 43 16.0"L6.0' 8.5" 10.5"16.0"16.0"12.0_ 5.5 7.5 16_0"125 6.5 3.0 5;0" 10.0 UAL TO IN DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (300op11 MIN CONC) _53 16.0"I D" 6.5' 8.P' 16.0"16.0' 8.5'• 4.0" 6,0" 15.5"10_0" S.0" THAN OR EQUAL TO SHUTTER SPAN. 62 16.0"11.0"5.0" 7.0" 160"12.5'6.5" 3.5" 5.0"10.0 10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. •E r� 70 16.0" 9.0" 4.5' 6.0' 1fi3O"10.5 5.5 3,D" 9.0 B.0" 10.0 9.D" 4.D" 7.D" 3 R 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 61 IDD 10.0" 5.0" 4.0" 7.D'• 10.0'• 5.0" 4.D" 7.0'• 10.0" 9.0" 4.0'• 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER d g I/4'ALL-POINTS SOLID-SET _ 3'MIN EDGE DISTANCE _ _ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/1/8•EMBED& Cl C2 C3 C4 CS Cl C1 C3 C4 CS C3 CZ C3 C4 CS CONNECTION TTMYPPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-2055 MACHINE SCREW 43 16.0` 18.0"16,0'16.0"16.0"16.0"160"11.5" 1.11, 16.0" �. (30DOp/I MIN CONC) 53 I6.0"16.0"13.5'16.0"16.0"I6.0"1q.0" 8.5. 13.5'16.0"16.0" 8.5" 5.5' 9.5" 11- S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE --- '- --'-- ONLY. § 62 16.0"16.0"10.5'16.0"16.D" 7.0" 31.0"16.0"16,0" 0.5" 5.5" 9.5" 12.0" r� 70 16.0•'I. 9.0" 14.0 16.0"16.0" 9.0" 73.0"16.0" 0.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 1110 16.0" 8.5" 5.5" 9.5'• 12.0"16.0" 8.5' S.5" 9.S' 12.0"16.0" 0.5" 5.5" 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT I+ 2-5/8"MIN EDGE D15TANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4•POWERS 55 DROP-IN -• ---- --- FINISHES. W/1/4.20 SS BOLT AND Cl C2 C3 CA CS C3 C2 C3 Cq CS Cl C2 C3 C4 CS 1•ENDED(30DOMI MIN 43 36.0"16.0"14.0"16.0"116.0"116.0"114.0"1B.D" 12.5.16.0"14.0" 7.5" 111.21 7. WHERE EXISTING STRUCTURE 35 WOOD FRAMING,WOODE&A FRAMING RAMINCONDITIONS s CONC) •-53 16.0'16.0"_9_5:14.0"16.0"16.0" 9.5" 6:0" 30.0"16.0"11.5 6.0 .4.0" 7�0" B.O" MEMBERS,FIELD PLYWERIFY OOD.FASTENING TSO PLYYWOOOD I5UACCEPTABLE FRAMING N Y FOR 62 16.0'•12.5" 7.5' 12.0 16_0 11.5' 7.S' 5.0" B.5" ]1.5 11.5 6.0" A.0'' 7.0" B.0" SIDE CLOURE PIECES. gg pJ p 6C rLY+y° 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0'• 4.0" 7.5' 9.0" 11,5" 6.0 4.0" 7.0" 8�0" 100 LIS" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0 B.0" 11.5 6.0 4.0 7.0 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1 -/2 MIN EDGE DISTANCE SHALL IS ANCE IS IN CENTER OF NOMINAL 2"x 4'(MIN_.)WOOD SPUD.3/4• A A[ � 3/4•POWEQ5 55 DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN�i. uG SCREWS SO `e W/1/4.20 55 BOLT AND CS C2 C3 C4 CS Cl C2 133 C4 C5 Cl C2 C3 Of CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. p{ 1"EMBED(3000ps1 MIN 43 16.0"16_0"15.0"16.0_16.0 16.0"14,5" 9.0" 13.5"16.0 15.0" 7.5" 5.0_9.0" 12.0' 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2•ENGAGEMENT OF THREADS IN !i CONC) 53_16:0'!16_0"10_5'15_0"16,0!'16.0"10.0" 6.5" 10.5'76.0"12.0" 6.0" 4.0" 7.5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER !/ TF��,,���� 62 16_0"L3.0, B.0" 12.5"16.0"15.0" 8.0.5.0" 9.0" 12.0"12.0" 6.0" 4.0• 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. , rLY'+--'°"^ 70 16.0"10.5" 7.0"11.0'•16.0"12.5"16.5"14.5'18.0"19.5" 12.0" 6.0" 4.0" 7.5" 8.5' 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. -_-_. .. - ------- pW q yy 1D0 6.0" 4.0" 7.5' 8.5" 12.0" 6.0" 4.D" 7.5" B.5" 12.0" 6,0" 4.0" 7.5" 8.5" a m�I _ _ __ _ _ 2•MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, d 912 SIMS W/2'EYEWALL CS C2 C3 C4 C5 OS C2 C3 C4 C5 Cl C2 C3 CA CS - NUT OR WASHER WINGNUT• OWBODROWRL6R4WPE ARMOR INSERT W/2"EMBED 43 .16.0"116.01,11.5"14_0"16.0"16.0"16.0" 7.5'• 10_0"16.0"16.0" 9.0" 4.5" 6.5" 13.5' 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (200Dpsl MIN CONC) -53 16.0"16.0" 8.5" 11.0"16.0"10.0"_11.5' 55^S' 8.0" 16.0"14.0" 7.0" 3.5' 5.5" 10.0" 62 16.0"15.0" W. 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14,0•'14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO ecAtia o DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL py6 pnaNrr3Dwl ___g 70 16.0"12.0" 6.0" B.0" 16.0"14.5" 7.S' 4.0" 6-0" 10.5"14.0'_7.0" 3.5" SS" 30.0" CONCRETE SCREWS TO HOL10W BLOCK 100 14.0" 7.0" 3.5" 5,5" 10.0"14.0" 7.0" 3.5" S.5" 10.0"140•' 7.0" 3.5" 5.5" 10.0" a125M5 W/2.75'EYEWALL �3 16.0 36,0 16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0 16.0"11.5" 6.0" -9.5" ---•- - 99 ARMOR INSERT W/2.5' S3 16.0"16.0 12,0 16.0"16A"16.0"15.U'• 7.5" 11.0"36.6"16.0" 9.0" 5.0" B.0" EMBED(20000,MEN CONC) 62 16.0^16.0'• 9,5" 13.5"16.0•'16.0'11.5' 6.5" 9.5 16.0"16.D" 9.0" 5.0" 6.0" 13.0" 70 16.0"16.0" B.0" 11.5"16.0"16.D" 9.5" 5.5" B.5" 14.0"-16 D" 9.0" 5.0" 8.0" 13.0" -- -- IOD 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0"123.U-1116.0" 9.0" 5.0" KIM I1�lI�FII➢iEr��iEI�il �i®ELE��iEI�[Fffii[�1�Q� �1�fI� !1•��I[I�ESffili�� i Il �i. ,.. .. ; Em +, magaml INNER ® © r mut CONC) EEO • 14BUSIRKIPLIK i r.�aa��i/ii, a�r Wrriiriri�� ii��iiiiirirrirrii VIai/P/ + mei/i�,riiaa�rir�s��rrrr, i/�ir�riiirir��� .+ iai� l��rra ire Fig : .',1/41 rrw V4////P/ f/ y �i/� r�rrriil ii :+ �� �/rii�iil��� ��i,�i�iifl ". • VIN f!,111//ff�r//� ��' �� - .. 'ANCHOR Wl 1-1/4*EMBED �On mo©rmacg�ammr mmmrmmmo®m©ia©mmc c mm rNEW07 WmEm �mc�mm�mc.�i�i®mmoc'�ammmmmr�c�mr�cir�r�mimmm© ���e�� + /�ri/ Vi�/ fi". + Ell- ' Brno �iaiiiiL'LL'�ii1L•il 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKFIWK L HENNAACb P.E. {i�':;' )17 RPEOW65+19 T MIN EDGE DISTANCE LOAD SD3na Uv To 6'A" 50ans UD TD 8To •3" *pans Uy To - 0 ANCHOR CONN TYPE CONN TYPE CONN TYPE 4 •, _ :012 SMS W(2•EYEWALL 143 16.0"16.0" 7,5" 9.0" 16.0"15.5"CI C2 C3 C4 rg ct E 5" 4 6.5" 1CS S- B.5•' 4Cl I S' C3 4.0" 7A" 76 No PEO04654 3 ARMOR INSERT QW/1dµ' 53 16,0"10.5" 5.0" 7js 16A"11.0" 6.0" 3.5" 5,0" ILO"7.0" 3S" 3.5_ 5.0' _-p: 7(• EMBED��j G U 627.5" 14�" 90�.5" 4.0" 7.0° >.0'• 3.5" •3.5" S.Ov -r'S1 d - N sl2S35" .5 T.p"' 3S` 5"5 n" OIZSTATE OF 100 �.d3.5" ] S.Q" 7.0" 3,5" 3.5' S.0• 7.0" 35" 3.S. 5.0" ''.'E<Oq)pA-•' l .} m ANCHOR SCHEDULE. WOOD (G=0.55) ;�i�NALar N.!?T1. 3/4"MIN EDGE DISTANCE �I. y¢U ri Sian,Uv To 6'•0" SDans D TO H'•" ins Up To IX-0" yl �+p (P6q CONN TYPE CONNTYPE CONN TYPE Z O.cR X ANCHOR CS C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS W �iW 1/4°TAG SCREW WITH I-3/4 43 16.0"116.0"111-5`1 12,5"16.0"'16,0'16.0" 7.5" 9A" I6.P'16,0"34,5"' 4.5' 6.0" 16.0" �u7+ MIN THREAD PENETRATION 53 I6.q"160" 8S" 111.0"I6.0"16.0"16.0" 8.0"NO 16,0"16.0"1L5" 6Z 16.0"16.0' 7.0" s.5'"16.Q"16.0"14.5" 5,6" 16.0"18Q"2L5" 40° 5.0" 16.4"' 7p 16.0"16,0" 6.p" .5" 16. . 12.5" 4.0_ 16.P'A60"ILS' 40" S.0" 16.0" ko100 16.0"21S" 4.p" 6.0" 16.0"16.0^11.5" 5.0" X6,0'• 7/16•WOOD BUSHING WITH 43 16,0"I6.p" 8.0 10.0 16.0 iS.5" 8.5° 4.5 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" 1.13'MW EMBED A 1/4.20 53 16A"10.5"AS., 8.0" 16.0"1111_•;_0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5,0" 10 SS MACHINE SCREW 62 14.0" 8.6" 4.5" 6.5" 14.5" 9.6" 415" 3.0" 4.5' 7,0' 7.0" 3S" 4.0" 5.0" o �LDmn 70 12w0" 6.tl"3.S' S.5" 3,S_ 4.tl_' 5_5• 7.0" 3S' 4.0" 5.0" 3 C'++ 2QD 7.0" 3.5" 4.0"SA"-7,0" 3.5" 4.q" 5.0" 7A" 35" 4.0" 5A" *14 SMS OR R14 WOOD 43 16.0"16,0"12.5'14,5"160"16A0"16.0" 0�p" 10.0"16.0"18.0"11^5" 5.0• 7.0" 16.0" k SCREW WITH 1.3/4•MIN 53 16.0'0"16.0" 9.0" ILS'16.0"16A"15.0" 6.0" 8.0" 16_;_0"Y6.0" 95' 4A" S.56 Oi'�g THREAD PENETRATION 62 16.0"16,0" RS" 9.5" 16.0"16_;,,_0"11.5" S,0" 7.0" 16.P'16.0"9.5" 4.0" 5,5" 13.0" Z 4 {�IOOv¢mRs>m• 70 15.0"i6A" 8.5" 8.S"ifiA"16.0"iq.tl" 4.5" 6.0" 34.0"16.0" 4S" 4A" S.5" 13.01• 1�•-a. tY 10D 16.0" 9.5" 4.0" 5S' L3,0"164" 9.5" 4.0" SS" 13.0'16.0' 9,S" 4A" 5.5" 13.0" ANCHOR SCHEDULE: WOOD (G-0.42) sm 3/4___MIN EDGE DISTANCE �i SDans Up To 6'-0" Svyns p 70 8'-3" ¢tel in I0 To WAD CONN TYPE CONN TYPE CONN TYPE � o ` ANCHOR s (D�1 CY C2 C3 C4 CS Cl CZ C3 I C4 CS Cl C2 C3 C4 I CS 1/4•LAG SCREW WITH 1-3/4 43 16-01,116.01,19.01, IDA"164"16,0 16.0 5.5" 7.0" 16A"16A" 9.5"t 3.5" 4.5•'IS.Q" MIN THREAD PENETRATION 53 16.0916.0"16.51'6.5" 8.0" 16.0"16.0"12.5" 4.5' 5.5" 16.0" Ay0"R. d1 r 62 16.0"16,0"5.9" 6.5" 16.0"16.0" 9.5" 3.5" 5,0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" 70_16.0" B�0"16.0"36:0" B4O" 3,0" 4.0"115'.15.0" 7.5" 3.0" 4_.__0"iL0" 100 15.0" 7.5" 3.0" 4.0" 11.0'15A" 7.5" 3.0" 4.p" 11.0"15.0" 7.$" 3.0" 4.0" 1L0" h si4505 OR:F74 WOOD 43 16.q"16.0" B.S" 10.5"16,0"16.0°12.5' S.S" 7.0" 16.0"13.0" 6.5" 3.5" 5.0"14,5' R _ 3 SCREW WITH 1-3 TION117 53 15.0'16.0"16.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.5'• 16.0" 4.0" 7,5" 52 16.0"YY.S"5.0" 7.0" 56.0"13.0^. 6.S' 3,5' S.0" 10.5'20.5" 5.5" 2 5' 4 q" '.S S" 411000mOnlm" 70 16.0" 9y5" 4.55" 6.0" 164"I1w0" 5.5 3,q" 411" 8y0_1p.5'; 5.5"_ t.S' q.0" 7,5" 10D 10-5" 5.5' 2.5" 4,q" 7.5" 20.5" 9.5' 2.5" 4.0" J.5" 10.5" 55" 2.5° 4.9' 7.5" ! ANCHOR SCHEDULEM, GROUT-FILLED CONCRETE BLOCK 'Qv-fid 'f 4'MIN EDGE DISTANCE Soon s UoTo B'-3" SPAM Vo 7o 12'-Q" W rn AD CONN TYPE CONN TYPE CONN TYPE O ANCHOR (psq g a: cY CZ C3 C4 C5 Cl CZ C3 ( C4 CS CL I CZ C3 I C4 C5 N 5/16'ITW TAPCON XL W/ 43 IEA"16.0'116.0"116.0"116.0"116.0" ib 2-I/4'MIN.EMBED 53 16.0"16.0"16 0"i6A"16.0"16.0"16.0"Y1.0"16.0'16_0"i6A"go. 7.S' �fa.11i 62 16.0"16.0"14.0"16.0"IEA"36;0•I5.0" 9,0„•�' 14.0"16.0"16.p"12.0" 70 16.0"16.0"11.5"16.0'16.0"16.0.12.5" 8.0" 12.5"i6.0"16.0":12.0" T.S=12.0" 700 16.0"12�D" 7,5" 12.6"Yfi.p_'Y6.6'12.0" 7.5" 12,0"16.0'16.0"II2.0" 7.S'_I20"(18_0" $ a; 3 5%16'ELCO ULTRACON W/ 43 16.0"16.0"�IO.S"14.0"16.0"16.0'10.T' 6.5" 9,5" 16.0"11.0"V. 6.5' 9.0" �' g �ll 2d/4•MIN.EMBED 53 26.8"33.5' 7.5" 11.0"16.p"14.0` 7,5" 7.5" 13.5" 9,0" 6.5" DDR11QlTTA91LLtVit'WDDML °p 62 16.0"L0.0" 6.0'" 9�0"'16,0"11.0• 5.S' 6.5" 9.0" 9,0" 615" 15-2339 70 15.0" 8.0' S.8" 8.4�' 5.5" 1.0_4�0" 6.5" it 100 9,P' ,��5.5'�6.5•'-'• 9.0,� l 5.5" 6.5" 9.0" 6,5" lAae oE>ta11m[o� c4 S 2'HIN EDGE DISTANCE RR C2 C3 C4 f3 CL C2 CS C4 .C.2 Cl_ CS 112 SHE W/2'EYEWAW 13 I6.0"16.0" 9.5' ]3.5" 16.0 14A" 6.0" 8.0" 16.0"14.5"7.5" 3.5' S.5" IUT ARMOR INSERT W/2•EMBED 53 16.0"16.0" 7.0" 9.0" L6.0"16.0. I.T. 4S" 6S" 4.5" 8.5' _ C: �62 16,0"13.0" 5.5" 7.5-116.0"14.5" 7.5" 3.5" 5.S" 12.0•'11.5" 6.0" 3.0" 4.5" B.5" 70_16_.0"10,5'S,0"_6,5" 16A"12.5" 6,5` 3.0" 4.5" 9.0" Y1S" 6,0" 3�0" 4S" 83" ANCHOR NOTTS:5EE SHEET 100 11.5" 6.0"3.0" 4.5"'8.5"11.5" 6.0" 3.0" 4.5" 8.5" US" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.