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HomeMy WebLinkAboutProduct Approvals BQS Nome Log InUser Registration Hot Topic ; Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Unks r Search j I bi N`; Product Approval ,`r r � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail rZ Y FL 4 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&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 R5 COI Indeoi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COT Indeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 I E Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 EDuiv Eouivl odf FL13757 R6 EDuiv Eauiv2.odf FL13757 R6 EQUiv EDuiv3.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date.Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.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 FL137S7 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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 11 Dwc12.r)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PED046549 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�Essentlal Facilities Accordion Aluminum accordion shutter approved up to misstie level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II 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 WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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 emaiis 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 whlch can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click h2m. Product Approval Accepts,. Credit Card 6.8 STREAMLINE SHUTTER ZGENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 'C� .1, ck!" 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING NO PCO04634 CODE D OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE INTERNATIONAL BUILDING CODE RBC)AND INTERNATIONAL RESIDENTIAL CODE INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH EY996-09.SEE PRODUCT EVALUATION RT FOR MORE INFORMATION. 2. POS CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTIO SrATE OF DETERMINED PER SEPARATE ENGINEERING LN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ...on .__RE UIREMENTS AS bkTERMINEO IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLO IDA BUILDING CODE SHALL BE LE55 THAN OR E UAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3 TESTI TA 201/202 203 AND ASTM EI8S%EI99yE33j 1 Y A�.S 4: DESIGN PRESSURES ON MAXIMUM STED PRESSURES DIVIDED 0 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND z AN H ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNO SS OPTIONAL ---- --- v ZONES, ONES IN ACCORDANCE IT INE'5 Lu CRITERIA IS INDEPENDENTLYWADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 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. ow 1 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR .0 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SMALL BE USED. T B. SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC; SW 9. THESE INSTALLATION ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL I ONLY SMSEEUTI DIANCOONNIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERTm 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE 6 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 0 VERIFIES THAT THE EXISTING STRUCTURE DOES NDT DEVIATE IN EITHER FORM OR MATERIAL FROM 'T - m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 0 ' w , a 1_z� I" It. ANY MMENTS.ODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL I DOCU . 12. WHEN THE S ITCONDITIONS DLVIATE FROM THESE APPROVAL DOCUMENTS THE DING HURRICANE PRQTECTION ---- BOTO MOFFICTALMAYRE D AND - LrFJ TACKFA E,;Y A LCE STIFY THE SEALED .ASA L LOCKING MECHANISM,SEE 13. EACH HIERA "Imum TYPICAL FAN VIEWS INF R INFORMATION: TOWN&COUNTRY INDUSTRIES $ FORT LAUDERDALE FT TYPICAL ACCORDION TAS 2OY 202&2G/3SHUTTER ELEVATION N.T.S. EXTERIOR 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 FLORIDA PRODUCE APPROVAL NUMBER TABLE 2: K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SMALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS_ MINIMUM TENSILE STRENGTH Of 60 K.S.I.,U.0.N.POP RIVETS SHALL BE 1/4-0 OR 3/16-0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL Box LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE SENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. :5 301ABOVE 301 ABOVE 30'ABOVE 311'ABOVE GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(y,ADDITIONAL BLADES OF SLACK. 0 r! 23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-1hr 11_618* 2-318" 1-5181 TABLE 1: 3-12. 1.7/8' 3-SM" 1-718" TABLE NOTES: 120* 4-118, 21 4-114" 2. ACCORDIONDESIGN PRESSURES SHOWN IN"ACCORDION 2' p SHUTTER 1. 144" 4-718'SHUTTER SPAN SCHEDULE'ABOVE ARE 1 1 6. 2' P SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD NEGATIVE 2. 2. AW.'DEFINED AS ALL LOCATIONS OTHER THAN m.COM�MFLCDOIDA., r LINEAR INTERPOLATION BETWEEN-TWEEN SHUTTER .I AND BROWARD COUNTY SHMM DESIGN DESIGN SPANS 15 NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPA( PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGNPRESSURES FOR THE NEXT HIGHER PBFMINIMUM SPAN OF AT LEAST 30". I ) IMF! SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 100 100 HAVE 2-7 B" SEPARATION !a ONFROM GLASS WHEN 30'ABOVE GRADE,AND 1-5/8'WHEN>30' 70 ABOVE 6 E. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 120, S3 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT SPAN SHALL BE USED. THE r 144- 43 C SEPARATION FOR GLASS OUTSIDE OF E"HVHZ HA'o..o DETERMINED IN ACCORDANCE WITH ASTM E1996-09. �,k% L I7�l�16549NNMW _PROIECION VARIES �__pp.C.�,..••'•.. ; 2.874' 4.874"MAX. ���'f-:.•• L ' 0.062" 0.450' 0 0.080` - NO PE0046�4 T ' 0.125" 1.830" 0.062^ - �" :O- lane• 0.100• 1- iF ri " 0.080^ 0.063• -� - b 1aDB• 0.100• - -r ,O '. s N 0.195" 0.096' 1 0.195" 0.060" 0.070' v 0.060" !.. 2.820• �. �TATFOF a .j - �- 0.125' 0.630" -� 0.630" 0.062"y7 1.993" 1.908" �ORIDA W �1I�1t 0.062' * 0.062' ^, _l. i " ••G ,EE 0.630'I i� I 0.630' x( I I L 0.143" r0.0iy��GF u�41 p 1.069"-{ }-}0.971" 0.971"1 0.143' '�U�- II/II IIIJIII �� r' 11070" ry o = TL fl O�t060• 0.06' m O.fi30• '$ Z U 0.062 _"•2�• I 0.062" Lp,200' ) 0.630" 0.06" �I 0.062' ". �> a 1.069' }-1.069' ``J�SUPPORT LEG OPTIONAL }-1.Ofi9"� 0.062, ('1.069"-� O.D62' X0.200" W( 1A 5.745"MAX. n -5.745'MAX. p�+ O WALL O BUILD OU'f WALL O STREAMLINE CEILING TRACK (4>STREAMLINE WALL TRACK O HEAVY HEADER SILL LITE HEADER SILL c W°u SCALE:FIALF SIZE SCALE,HALF SIZE SCALE:HALF S17.E ��� SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE tD 0 N. WHERE SHOWN,SCREW BOSSES r R FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS in 0.874"� }--2.655' 0.875• y�0.510' i� -2.195" I I 2.195" 1.230' I I 0.060" �_ W=9 l- t.zz9" 0.105" o I� S a ELl, 9 1 s .77,5 2.655' ,y (O7 i 1- •„� .I I. _. I 2.362' r(-_-_ 4.84" m. 14 0.105" ry 0.105 1.069" i 0.105' I I 0.075'L n¢ O' 0.075"• cI I .= T.-f i 0.994'1 � 0.044• -�'1� E 3] 'i 4.510' 0.78V 11_•�-. 1 I �- NOTE:TESTED THICKNESS OF Zz 0.781" Z I �- �---4.510• -} ,----3.506",� BARE METAL W/O PAINT IS 0.039• SILL O8 SILL ADAPTER O EXTENDED SILL 7p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE L� R 7 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ` 7 F R I` 0.080�110ll._477• 11.570' 0510" 60.14' 0.590" 0.341' ,O 0.143" 0 .070' 10.245' 1.708 0.143" 0.096" . O�1d( C�¢ Asa 4 9 �'+• 0.060•-ff=r -� 0.115" c�.�®O.OBO• 0.117• !f 4.753' BQ ' 0.090'�ry 4.530• X0.180" _ 0.080" �� � B� § P 3 (� O.OBO• L�..044" 0,2270.682. 0.630" 0.060"Y'- D•6s3 1 W!•MMfBVNlL®IYADR6 "' 15-2339 NOTE:THICKNESS OF BARE 2.822 �--1.625'4 }--}-0.420" METAL W/O PAINT IS 0.039" @6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL �7 6.8 STARTER I8 WALL SILL CLIP 1 bb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 99 ' FIWIggL 6ENNAADO P.E 1.950" 1 `1`111111 i f t f,t7 f Pt1x1165/9 t{:�,�:,r 0.610" STAINLESS STEEL NYLON WASHER OR pSSEMeLY0• ALUMINUM !�`<:•''• Lt rdy� 0.320"0 NOLE 2a +9--P U,O50° 0.357" *,: NqR �, �•*1N� . y� NYLON O vsi w � 0.276" S10 x 2-3/4"410 Fir S.S. 25 0'860 O.qS WHEEL "' O 0,120°rT INSERTS SCREW W/TC ULTRACOTE a(---• 0.591' «'�' )� 548 INTO COATING - t TRACK {TIP TOP III BOTTOM) ry 0.062"- • ••• STgr p N _ _ ." Eo, I TYP.AT EVERY OTHEA 0.750' NYLON BUSHING W/WASHER: �_• A;r�IP/ •ZO?IDAfTl A M 5'MAX, 7116"0 x 1/2"@ INTERIOR JOINT TOP r C) •'•••...... Ir1dJ N .T INSIDE JOINT AT TOP, 0.870" 0.154"- -ai37' r 7/16"0 x 1•@ INTERIOR 30INT BOTTOM r N,q �� rIi 1g ANGLE CYLINDER-SOLID 6RASS,NICKEL PLATED EITHER CAN BE USED ONEMERIOA r11tILtIENG111 u�= - HOUSING-ZINC DICAST;POWDER COATED 22 ROLLER ASSEMBLY Q[ R SCALE HALF S12E SCALE+HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT jj[44]]��� �W ria TURN o.zso^ @gggg = ORKEY/THUMB RNOPERATED INSIDE. SCALE,HALF SIZE SCALE:HALF SIZE } L3 BRASS PUSH LOCK SCALE:HALF SIZEcc A0.}Ss" 0.500" 11974 WN a RO.S00" 4.000• 0.236' 2` 2.125w 0.286 l 1.603' •+O 0.267" 0.623' -7..221"- r 0.790" 0.09D 0.319" W 0.531' 0.531" M 0.06"* n 0. 126 2.750" ,, q.q9 F� P 1- I �- -., q.607• P gg 0.250 1 c o 'z6• F` 0.607 fifi m -0.224" 0.239"- {' �' I; rn fn n"tn"m 6i ry a � 0.060" 0.496" I Iq n m m n c I N �a7so' --� }-z.gDD'-- } LO2411" u ;z; MCL 1.756"--t (r Sk 27 RAINGUARD 2g DECORATIVE FLOOR TRACK3.476• -1 + 1` meqS12E SCALE.HALF SIZE OZ22"1}- D.240' - �m 1.001 O.D62"q,-1,1 0.062" �-0.176' UNIg30 SCALE:HALFATE CSI E 37 SCALE FH, 512E MALE BOX TER 32 FEMASCALELE BFOX ENTER z 8 •�-0.062" c 5.500'x 13/161 WIDE-- _ }-#0.400• y��. , A167• 7/16"0 STAINLESS ky- � STEEL Nt77 � I �i ^I 0.125• 30F; � •.. B' -F-�-- 11 5/16-10x7 MACHINE SCREW v v soe' Oa38" .1-�I TMP• 5/1VO INTERNAL STAINLESS STEEL n r �' 0.121• T- 4.500' }---}0.689' POWDER COATED,ZINC DI£-CAST THREAD 1+111 HEAD STYLE VARIESF�­ SCALE, a ON(L,TA MODEL 2022 SECTION A 36 T-LOCK ADAPTER 3T T-SCREW INSERT 38 THUMB SCREW e INDUSTHIAL SYSTEMS SCALE-FULL SIZE SCALE:FULL SIZE 54' 4UU 4Ob 4OC (oPnoNnL) aa�� 35 BOX LOCK SCALE-HALF SIZE I 10.319END STRIP 1' �j 1 HALF SIZE t--•z.DDo--f 2" & 3" EXT F-1.6zs" { -1.soo•-} �rD.lzs I 0.125' SCALE: HALF SIZE �1 0.050• O,tT93� 0.125" �p}N T0.085• o F a o 0.125 0.250' JIN 0.085° $ 0.093• ni COF5S1gR 15-2339 3 7.000' -----{ 3g 2X7 ANGLE 20 ALT. t" ENO STRIP 27 7.5"x3"x0.093" ANGLE 25 2x3"x0.725" ANGLE SCALE-HALF SIZE SCALE.HALF 512E SCALE:HALF 512E SCALE+HALF-5T2E- l) Lr►g FNMA P.E ANY ANCHOR PER ANCHOR EDGEDIST. SCHEDULE�18°O.G EXISTING DIST. GLAZING SEE END STRIR;_4.� •. SCHEDULE FOR mAA: No E004 "+ n SPAN WHEN lIS1AG: A .ANGLE EMBED I� _ a 20,40a,40b�R$Dc LEG D RECLTON 1] II 114- OR B.B STAR�� o yH�- EMBED. 77 a (INTERIOR) - pl 4 __.�MAx• WITH 23 OR 2S"0 0 `s,t € 17 MIN.0.062"THICK 6063-T6 ALUM. i ANGLE 1'x 1"MIN.TO 2"K S"MAX. 21 25 EDGE c. — - 3u (ANGLE LEG MAY 8E REVERSED? FASTEN ANGLE TO TRACK w/ / I TLTI DIST. B ANY ANCHOR PER ANCHOR (2)110x1 SCREWS AT ) c t`OORNER,TOP 8.BOTTOM;AND SCHEDULE 18"O.0 ATTACH TO 6.8 STARTER W/ t3 ,3 13 #12x 1/2'GALVANIZED OR Z tltltl 13 412 x 1/2"GALVANIZED OR S.S.SMSVDS S.S.SMS 3/16"O ALUM.POP W N 9 30 311VO ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 6.80"(TYP.1 i BOLT NUT�IB"O.C. USE(1)BRASS PUSH LOCK O0. 1 MACHINE BOLT S NUT 0 18'D.C. E END STRIP Dt AIL (EXTERIOR) 5/16-18JUUMB SCREW INTO THREADED S(ARTER AND ANGLE I�nws INSERT('3.0 AT 1/3 SPAN TO 2/3 SPAN V-0-' ANY TRACK W/ W FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULSCREW BOSSES. IOp L TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF ~ SCALE 3"=T-O-' 1'HEIGHT. B2 1'8'012.77USE(1)BRASS PUSH LOCK132 OR 1115/16-18 THUMB LOCKING DETAILS FOR TBID(3.7") 62 SEE END STRIPSCREW�O THREADED CENTER MATES SCHEDULE FOR MAX,INSLRT ]7 AT 1/3 SPAN ®TO 2/3 AN FROM SHOWN ON RANDOM SPAN WHEN USING 3'BIO I4A') a 10 20,40a,40b OR 40c, FA, BOTTOM OF SHUTTER. T `Q 1/4" OR 6.8 STARTER 82 RECEIVING HOLE SHALL BE 30 DETAILS u��3/8"MAX WIDTH.UP TO 1'HEIGHT. 3p ALT.1.810 B_ ... MAX. WITH 21 OR 25. .5 a p n zo 1121 O an USE APPROPRIATE 132 75" STARTER STRIP 10 g t.fi"X3' S 93" 1j Moo FOR10OC CLOSURE — O 13 x0.093' 8. 60 8 52 BUILDING CONDIOONS. z1 23 � FASTEN STARTER STRIP c E TO TRACK W/12)1110.1" -m v� (INSIDSCREWS AT CORNER,TOP X0.125' z 129^ ALTERNATE END STRIP DETAIL 8 BOTTOM (l�,'/ I SCALE 3'-=1--0•• ANY TRACK W/SCREW 13 1 utq^iut I afi0 1. BOSSES. W ISILL S: u FOR G7IEATEA SPARS OR LOADS THAN O W 6NOWN IN ExD STWVSCNEOOIEFMD L] STRIPS REQUIRE A 1'X1'.090'CUP ANGLE 1�- V) HID SPAN USING ANY AN11I00.OR THE EXISTING GLASS a , 7 Z AN0100.SOIE WU!1•/140/A•TER 0 I v 13 SCREWOR 114-20 OOLTTO ENO STRIP. - Mae eqL�2+vq� �9 30 a o J USE(11 BRASS PUSH LOCK (INSIDE) EI¢d¢U C USE 11)BRASS PUSH LOCK E-m OR IU 5/16-18 THUMB OR III 5/16-18 THUMB 3p SCREW 1 O THREADED }I� SCREW 1p1�O THREAp EO a'- INSERT 5137 AT t/3 SPAN SILL 7 St 11 II„.SII INSERT 077 AT 113 SPAN z a g TO 2/3 AN FROM YY 1'14 2/3 ST'3.N FROM =Ima BOTTOM OF SHUTTER l F BOTTOM OF SHUTTER (OUTSIDE) ppb RECEIVING HOLE SHALL BF. gq �Q / EIGHT23 .WIDTH,UP T ! TYPICAL'O11751DE CORNER CLOSURE _ -_._•__ •, 5 30Bas aDETAILS WO/CORNER POST �i 13 3 WPfia=F W=LII81 V RL NTS 13 31 215 13 z3 (OUTSIDE) 15-2339 `SILL O _ ` USE(11 BOX LOCK A7 1/3 - LR SPA14 TO 2/3 SPAN FROM 1'M�OQCR�fIO1N 607 TOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE b CC2 DETAILS WO/CORNER POST 14� MULTIPLE SHUTTER ASSEMBLY 99 � NTS = SCALE.3"_1'_0" d a I a, �1 :r .. .. fMXKt.IIENHl4RBOj re REFERENCECI CONNECTION TYPE ANCHOR EXISTING ST STRUCTURE E _ SPACING sI -._ Cl CONNECTION TYPE x' 7/4-20 MACHINE BOLT '- \ REFERENCE ANCHOR 1/2" W/NUT La 12"O C OR SCHEDULE FOR MAXI 14 SMS(a)6"O.0 / i \ SPACINGlJ2' (TYP.TOP&BOT7DM) --A Eq I M •;7t TU 13E B£ ti 2 FASTENERS , %�a= osi 8065-76 ALLOY EACH ANGLE- SEE � TAR_ A FOR 512E. -- I urn ORoR/ ''rte'' A7 O .1� w o OR t"x 2"x 1/B" I I I ALTERNATE THRU BOLT ` OR 2"x 2"x 718" (/ CI CONNECTION TYPE wry. yy'+�'� _ ALUM.ANGLE ° r SCHFDUREFEREI.E FOR MAX SEPARATCE ANCHOR PIR ION t3 w0 7p V, FF�gQ 13 �- I .�„ I SPACING PER TABLE 2 r- w•» Z Q,�°ml THREE 3/16"0 ALUM, ° IE III Z) z &" POP RIVETS OR I GLASS % Q W tY THREE f112 SMS,TYp. ° 17 1° "'1 3/16"0 ALUM,POP OR DOOR—yr X N I'll— RIVET �� — 17 OR#/2SMS ;I I ! Rt t� u E�rw.. otwl Q TABLE A(a1) \. .--'---- � �N•97E�'. so a/��.yF�O,R, _� =°0 PRE59JRE VS ALLOWABLE LENORi w�� "\ }OR Lr O 2'x2'x1jB' 3,X3'y�y�g� MAY USE MALE OR - -- \1 PSF No B/O No 61 FEMALE LOCK-SLAT 62 IIO' IEBr 13 ALTERNATE THP.0 BOLT I 1/4"M X FROM PIN CS CONNECTION TYPE 72 1I11" 179' TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR R CONNECTION TYPE " GUIDE i0 BUSHING GC3 REFERENCE ANCHOR WASHER ITYP.) 02 119" 172" NILS SCHEDULE FOR MAX SCHEDULE FOR MAX. r' 9I 3111" 16T SPACING � a �pp HIT for 160" .��,/ 14x3/A"SMS C09"OC ANGLE TO TUBE CONNECTION tb 220101" 1117' --- TABLE 13(CCI) EXISTING HOST 2"x 2"x.125" 6063—T6 ALUM TUBE i< 9T 13!' STRUCTURE EMBED -�_ 1 6B` IN' PRE59URE VS ALLOWABLE LENfa"IH 5 CONNECTION TYPE 02 f5FITNxgO M3R�TRxIIy EDGE DISTANCE .REFERENCE ANCHOR £q W SCHEDULE FOR MAX SPACING r 62 243' ib6" c fU 72 107' 19T FASTENER(ol 16"O C. O ALTERNATE BUILD OUT MOUNT SECTION E B2 10T 14T (USE ANY ANCHOR SHOWN Cb SCALE 3"=1'-0" IZ IN ANCHOR SCHEDULE) 92 9S L39- 1112 9w Or Q 1SSgii � 120 83' 12X' w 3/16 RIVET OR#12 SMS x 13 fl @ 1B"O.C, OR 1/4-24 ALUM 6TUBETTYP "" I =D 17 fEPAR TION 13 = z S O NUI&BOLT(TYP).. F:i Z+lw f 3/16"0 ALUI.1.PUP Qo� PER ABLE NL OVI J ALUM. TUBE RIVET OR#f2 SMS d� GLASS X 02� g 6085-16 ALLOY lm 18"O.C.(TYP.) t 41Z OR DOOR -� --- O 2 r g a d y SEE TAB1 F E3 FOR SIZE. 2"x S"x 1/e" u�5' v v1 er OIC 2 FASTENERS 'ALUMINUM ,g EACH ANGLE ALUMINUM ANGLEIII x 043"6063-T6 a tl q ALUM.ANGLE,TYP THREE ETT O ALUM. OPTIONAL ANGLE INSIDE 3 tEt 41 o POP RIVETS OR 77 ORIENTATION TYP. d 17 17 THREE 1112 SMS,TYP 0 1"x X"x { CC'klNECTlON TYRE 13 OR 2"x 2"x 1t B"ALUM.ANGLE SCHEOULEREFERENCEFOR MAX lie i �R —USE MALE OR FEMALE LOCK-SLAT __ SPACING ODPB11p3f11ML1°r1ll PA •---EXISTING CONCRETE, t3 13 BLOCK OR WOOD FRAMING 15-2.339 �r OUTSIDE EF. INSIDE SILL MOUNT SECTION ►tee°�*tRiO1!1 OR x S. S GALVANIZED L SCALE r 3 1'-0" ORS 5.SM5,3/16"0 ALUM CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET-OR 1/4-20— SIDE CLOSURE OPTIONS 49 NI'S MACHINE BOLT&NUT SCALE:3"=1'-0" I1W1R L,NyfNARbO:P.E C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING a z-I SCHEDULE FOR MAX STRUCTURE SPACING �`P, GLASS X": GLASS w Cl CONNECTION TYPE S MAY.. 1r4_20 MACHINE 80L�(j.•', - OR DOOR F�w y OR DOOR------ w REFERENCE ANCHOR / W/NUT @ 12"O.0 O7J EE.., d I- SCHEDULE FOR MAX. 19 ¢ F, #14 SMS 6"O C - NO SPACING @ �{- ' MN 1} NWRw MN 13 -w Or 1/2" ITYP TOPE BOTTQFII t EN."gig! C1ASS O1/4"-20 THRU BOLT W/ GLASS % mEPARATION m m¢ /2•. ^"D EPARATI ¢=X¢ #14 x 1/2"SMS @ 12"0 C. PERXz zi- w LOCK NUT @ 12"0 L OR L t-w t- OR 3/f6"D ALUM POP ¢Il ¢ t2 1" --O12xi/1"SMS @ 12"O.C.E.S. PER t7 r TABLE 2 n o m . S 0 fiOR 3/16"0 ALUM.POP TAULE 2 g F RIVETS[la G"O.C. OR 1/4"D L p BDi {LLRIVETS @ 6"O.C. E.S. , Z ALUM POP RIVETS @ 12"O�.C.R 1/4"0 ALUM.POP RIVETSj' N AND l.1t2"O.C.C.S. -- - MN GLASStl ASSEMBLY 1/4MAX,FROM PIIJ UVI MAX.FROM PIN PERTABLE 2 A EMBL GUIDE BUSKING !2TYP. GASHE TTY NG PER TABLE2 cniL�- �ASSEMBLY WASHER ITYP.I wWASHER ITYP.) j wB 1/2" i12"TYP EXITTING CONCRETE, r GLASS 11 Nzu�4i BLOCK OR WOOD FRAMINGJ CONNECTION TYPE OR DOOR "I EDGE REFERENCE ANCHOR <z o z i- g r� —C4 CONNECTION TYPE Di-5-T SCHEDULE FOR MAX o.a REFEREN{E ANCHOR SPACING - wIA W W n SCHEDULE FOR MAX •+� SPACING AS SHOWN -C3 CONNECTION TYPE IN DIAGRAM ON PG 9 u n r��i REFERENCE ANCHOR EXISTING CONCRETE, w a 5 0 66R �+ SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING lJ SPACING ALT FASTENER - J2, t/4-MAX.FROM Pitt / -- g LOCATIDN.FRONT AND Cl CONNECTION TYPE GUIDE TO$USHING �•� REFERENCE ANCHOR 1/2" i/4'MAX FROM RACK ANCHORS NOT REO'd {R 1 INSIDE MOUNT SECTION SCHEULE FOR MAX WASHER ITYP.) t5d WITH THfS LOCA7fON (RSCALE•3"s 1'-0" SPACING DIN GVIOE TO � BUSHING WASHER INSIDE MOUNT SECTION 5 CONNECTION TYPE ;R R I ITYP.i SANCHOR CALE:3"x 1'-0" SCHEDULE REFERENCEFOR MAX 0 ".3 f EXISTING CONCRETE, SPACING Be / BLOCK OR WOOD FRAMt EMBED. _ �l � Ca BUILD OUT MOUNT SECTION _m TYP.80710M EXISTING CONCRETE, SCALE•3"=1'-0" 15 BLUCK OR WOOD FRAMING E F #m g NOTE:FOR DETAILS A,B,D,AND E UN THIS SHEET, EDGE DIST, EXRU a THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED S7 RUCTURE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS a REFERENCE ANCHOR 5 CONNECTION TYPE SQ Y A MINIMUM OF TWO SETS OF ANCHORS AND IS A WW EO SCHEDULE FOR MAX REFERENCE ANCHOR 3f MINIMUM OF 12"LONG.THECEILING TRACK y S 6 SPACING SCHEDULE FOR MAX a USED WITH THE BASE TRACKK MUST CONTINUOUS SPACING �^ OVER THE GAPS BETWEEN SECTIONS.. 3 15 - ° 1/2" � � VI GLASS MN a j w O OR DOOR w #12 x 1/2"5M5 Ciil 12" EPARATIGLASSO 13 7 N j w IJ -I �w O.0 OR 3116"0 ALUM. PER y o N m ~vW D D H-w�7 PUP RIVETS @6"OC TABLE - w qd,2p ' i-V'w�m OR t/4"D ALUM POP 4 <~ DOOR OR MN.GLA 13 =2 u J SC¢B a INN GLASS 13 =_- 8 RIVETS @ 12-0 C. T 04 P a m L~7 0 0 4 In N`- m N PER TABLE 2 e SEPARATION O N¢ �.." u X 2 O Z e! PER TABLE 2 X Z o Z l ¢ it¢ S!i3 St A 7/4-20 5.5 MACHINE ¢�0 a O7 AND�"/ -1/4"MAX FROM PIN 1 0 ,p SCREW 8 NUT @ IL E m ASSEMBLY 112" 1/2" GUIOF TO$USHftJG c 12"OC. GLASS ¢ W TYP. WASHER(TYP.) lw9 OR DOOR 1/C'MAX.FROM PIP! W w o _ _ 1/4"MAX_.FROM P114 �' ! GUIDE 1 U BU5f11NG 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING-- � x 5 6 E WASHER ITYP I EDGE REFERENCE ANCHOR Q WASHER(TYP.) EXISI ING CONCRETE, DIST, SCHEDULE FOR MAX /. CLfI1tlRRBVMfL®iNFmOFE BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE OR - FRAMING BLOCK UH WOOD)FRAMING RE ERENCET)ANCHOR IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 SONE I ULE FOR MAX. _ SCHEDULE FOR MAX eE "x 3"x 114"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS¢3 11" SPAUNG 063-TG ALUM.ANGtE REFERENCE ANCHOR SP AUNG ALT.FASTENER pK� ix►'+mHl AY BE REVERSED , _ SCHELIULE FUR MAX CIC OR 3/16"D ALUM. LOCATION FRONT AND CXISTING CONCRETE, 5 SHOWN DASHED) SPACING POP RIVETS @ 6"D.C. BACK ANCHORS NOT REO'U BLOCK OR WOOD FRAMING OR 1/4"0 ALUM POP WITH THIS LOCATION w �WALL MOUNT SECTION RIVETS@12"OC. ly. L/ CEILING INSIDE MOUNT SECTION V1ALL/BUILD OUT SCALE:3"=1'-0" SCALE 13"n 1'-0" SECTION Q SCALE:3"=1'-0" yet FM11R L eENNnRDU.P.E. MN GLASS GLASS SEPARATION OR DOOR PER TAB[E2 w00= --GLASS 0R NOP OV -� F N DOOR _ 0465 •. •;.,._,, paZ GLASS OR =*' x w-4 MN GLASS w d DOOR SEPARATION - rw'Em - X M3cmMN GLASS w PER TABLE 2APER TABSEPARATION.E 2 R I ca Q K •• D O aU3 X z0N Ls /2.. F z CI CONNECTION TYPE a. o I {_� = i 1/4"MAX FROM PIIJ GUIDE 2B p REFERENCE ANCHOR S_ u a W W V 9 ry c SCHEDULE FOR MAX. ° W4 lU BUSHING WASHER(TYP 1 250 w SPACING __—_ a N `E TWOin -0 W000 � aw T LAG SCREWS(nl 2J." �C4 CONNECTION TYPE / j .250" by „ 0 C MAX WITH 2" REFERENCE ANCHOR THREADED PENETRATION p SCHEDULE FOR MAX. '< "T"INTO CENTER OF 2X STUDS A / SPACING A.F M 16 166 EMB."T• 14 SMS @ MIDSPAN BETWEEN /X pl STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION r STUCCO FINISH 1"x 4•'x.125" 6063-T6 ALUM.TUBE y 'P THIS DETAIL TD BE USED WHEN STUD SPACING U DECORAIIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL W_H EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0'• SCALE:3 1'-0" e1W K A O WALL MOUNT SECTION THIS DETAIL MAY !fie= 88 a C: G ALSO BE USED SCALE:3"=1'-D" m< 7 AT TOP M, 4 m 9 I��iir33�110 ACCORDION SHUTTER w w m PER PRODUCT APPROVAL I- o -GLASS r` MN GLASS OR DOOR = f- '� SEPARATION 13 x in PER TABLE WOOD(G=0.42) p APPLICABLE AT TOP X 4 M Z TRUSS OR RAFTER 2 AND OR BOTTOM a a X a (ID 24-MAX.O.C. 1-1/2'1,-V2 X w E In EXISTING FINISH i 2"OR 3" MATERIAL g 1/2'MIN.- _ 1/4'MAX FROM PIN GUIDE 2"x 5"x 1/B"6063 T6 R TCI BUSHING WASHER(TYP I ALUM.ANGLE W/THREE 5 2'x 3'xSe'x CONTINUOUS OR —2'175' 3 4 1/4"TILE(TYP I 1/4­0WOOD LAG 2'%2'x7/9"xCONT3N0005 I k� FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE IlkkkI��� 3/L"PLYWOOD MINIMUM THREADEDPENE 9'MLN.THICK 6061-T6 ALUM TRACK X 1/4'•9 A325 GRADE THRU BOLT 7"O,C. EACH R."T"IN WOOD(m 5 6 11a EACH RAFTER OF TRUSS, 1l ! ANGLE FASTENED TD FASTENED TO ANGLE WITH 3/4-20 L OR 5/16"Ie A325 GRADE THRU BOLT(al 12"0 f. 24'•O.C.MAX WHERE EXISTING3KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND AND 9'O.C.FOR THE BALANCE I' LAST TRUSS MORE THAI4 w e HOST STRUCTURE WITHo ��— 1/4'•0 EL[0 ULTRACON TO CONCRETE/CMU in 2,■ 7/i"OELCOULTRACONSAT EXISTING CONCRETE HOST 5"OC W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO R 1/4"m LAG SCREW LID 9"O.C.w/1-7/B'. NEXT TRUSS. 3-FROM ENDS AND 4'O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) Ow w tt Y 7 FOR BALANCE WITH 1 MIN EMB. IN WOOD SG-OA TO 0.55 13 D N ww ! MIN EMBEDMENT AND 2S!' MAX,DESIGN LOAD AT S'-0"MAX SPAN: EXIST INGCOIJCRE I E. D X, uto MIN EDGE D15T.. t 62 P.S.F. i HOLLOW BLOCK OR �'t7 a In a WPRe9RR1111{LBIIYWfE STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT W-0"MAX SPAN: WOOD FRAMING.SEE x=O Z F 2"x S"x 1/B"CONT a h a 15-2339 SPACING"TYP. t52 P.S.F. AIJCHOR SCHEO. ALUM ANGLE(6063-T6) _ DON TYPE DF V7 WAYS H> BUILDOUT MOUNT STRUCTURE [MAX.DESIGN LOAD x 72 P S F) a PACeueu77moRI 0/ SCALE.NTS Hb PASS THRU DETAIL TRUSS MOUNT SECTION 99 SCALE:3"=1'-D" O SCALE,3'•=1'-0" EXISTING HOST ALT.LEG DIRECTION r1t� xxAaDo p.6. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN5012 ' 4"•')' 12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM -ROUND WINDOW 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE I �� EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY _. AX�^ (2)6063-T6 ALUMINUM L -- TOP OR BOTTOM ANGLES PER BEAM END,SIZE �' o- 6549 �- 1JZ' PER SPAN TUBE SCHEDULE _=K• EMBED. SPAN TUBE PER - ' DESIGN SCHEDULE �-A EDGE OF ACCORDION L7 ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ � '., E F� SHUTTER BLADES - 12"O,C OR k14%3/4"SMS 6'D.C. :�L�s• 6 .5'MIN 3 d.� //// ! FJ• TYPICAL II 1/2"MAX.5 6 PC� L q�t11' 3'MIN SQ �a. �QQ4 s EDGE 3 76 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLA55 13 t Z ROUND WINDOW ASSEMBLY) EXISTING 0 SEPARATION yai 22 H W MAXIMUM OF 3 WINDOWS GLASS OR SC PER EVERY OTHER BLADE DOOR3'MIN =O N s b 1 LIGHT-N-VIEW WINDOW =¢o EDGE 1/2'MAX 9"zLl bd y 8 N.T.S. EXTERIOR ELEV =p DISTANCE Nm L 5 6 Ow 0 3 16 TO 11AX.(ROM PIN GUIDE G ` TO BUSHING WASHER(TYP I q ACCESS 114-20 MACHINE BOLT W/NUT L@ 1/2' HOLE 12.O.0 OR/14 x 3/4'SMS W O.C. m 2.875'0 HOLE TO �- -SPAN TUBE PER W E RECEIVE ROUND EMBED. 1 DESIGN SCHEDULE WINDOW ASSEMBLY 1/2' x(2)6063-TG ALUMINUM 1-6 AX. ANGLES PER BEAM END,SIZE C 6 TUBE SCHEDULE '� isp EXISTING PER SPAN d HOST1 4"0 THRU BOLTS SEE BEAM Zm< STRUCTURE SCHEDULE FOR REQUIRED NUMBERS - -.o 114"ALL POINTS SOLID SET ANCHORS WITH 7/B'MIN EMBED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM -{}- SPACING,AND 31 MINIMUM EDGE DISTATfCE 5 p 0.125" 0.032•iF{ 0.125' MAX.DESIGN LOAD=:k 72 PSF g 0.032' III m Q)i 3 SPAN TUBE SECTION gS N.T.S. VERT SECTION F ,Ts 4S• / \ SPAN TUBE SCHEDULE h / / \, - {{ALLOWABLE TUBE NUMBEOLT NUMBER OF MMIML4MANOIE TUBE SHUTTER 1 SPAN THRLI.BRO3 ANCHORANGLS PER LENGTH S ROUND SIZE gP,W __ ________ _ _ _ _ \ -+' I WINDOW 70P BOTTOM TOP BOTTOM TOP BOTTW TOP-7 STUB C �� 11 ' ASSEMBLY TUBE I^TUBE TUBE TUBE TUBE TUBE TUBE TUBE a 1 / 2'a6k WIN 60' 123.6' 135.2' 2 2 2 3 4' 1- 0.125' 9' 101.r 108.8` 2 2 3 3 T T \ / i 123' 110.11 84.4" 2 2 3 3 T T / / \ 2k8k 0' 129.1' _167.0' 2 - 2 T __2 _ 3 - _ 4' ,- d i 0.126' BB' 114.8' 12x_7__ _2 2 _3 3_ T`L 7- 123" 102.6' 109.8' 2 2 4 4• BO' 13B.R i9B.82 2 3 3 T _7" 0.129' 122.7' 167.T 2 2 3 4 7" 10' Q p•�� 02.875' 03.250" ) 123' 115.4' 137.5' 2 3 4 3 10' 13' C @ < 60' 758.1'__240.0" 7 2 3 _4 _T 10' tlB@( 1 / 01876' BB' 140,8' 278.8' _2 _3 4 6 1(' +O T.. !f 29 LIGHT-N-VIEW WINDOW '�' " ''' S 7 'T `'Y IT1TRBt7WISL IN7WpP N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB _ SPAN TUBE SCHEDULE NOTES: ANGLES FOR 2"x5"d 2'x6•BEAMs. 15-2339 2. USE 2•x5'x1J4"ANGLES FOR 2"z8"&2•x10'BEAMS. gym g 3. USE BEAM SCHEDULE FOR DETAIL 3/8. ►App OAr LT 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE E W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, �.� 2 rANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE A96 BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. / ANCHOR SCHEDULE: CONCRETE FPEOx64L6�IN✓LA@Of77PtEh _ 2.5*MIN EDGE DISTANCE G Spbns Up To 6'-0° SS an Up To 0'-3" Spans Up To L2•-O• OA ANCHOR (Pat) GI { CONN TYPE CONN TYPE CONN TYPE �P•' Cl C2 C3 C4 CS Cl C2 q C4 CS Cl C2 C3 C4 CS ` <C •O - 1/4"TTW TAPCON OR EIL'O _43 16.0"16.0"iS.O"16.0"26,0"26.0"1@.0•' 9,0" 23.0"16.0"26.0" 9.5" 5.5" 8.5"14S" - NO PS004 ULTRACON WITH 1-3Jq" 53 16.1.1 16,0 10,5"14.5'10.0"16,0'12.0" 7.0" 10.5"16.0"15.0" 7.5" 5" 7.S' 1_0_5" EMBED(3192p0 MIN CONC) 6-2 16.0"16.0.1 0.5" 12.Y•16.0"16.0" 9.S' S.5" 0.5" fS.D"Y5�0" 7.5" 4.5' 70 16.0"13.0" 7.0" 11.0"18.0"i5.5" 9.0" 'S,0" 7.5 i1,5"15.0" 7.5" 4.5" 7.5" 10_S" - - Z QNB A 19.0" 7.5" 4S" T.5" 10S•'15.0" 7.5' 4.5" 7.5" 10.5"SSA"7,5" 4.5"'7,5" 10.5" 2 z ITYP. 7 ��COMDINATIOttO STATED 9 / 70 COMBINATIOICV A' y� 1/4'MILLENIUH HILLFA5i 43_16,0,i6.p"15,0'16.0"tG.6"16.0'16.0" 9.6Ic " 13.5.16,0•'16A" &5* 5.5' 9.0" 13.5" �Sfs LORSO �3 r$j WITH 1.3/4"EMBED(3275p0 53 16.0"16.0"11.0"15.0'•1G.0•'10.0"11.0•' 7.0" 10.5"16.0"130' 7.0" 4.5" 7.5" 9.5" / SJ' •""' y MIN CONCRETE) 62 16.0"i5.0" 8.5" 23.6"16.0"26.0' 0.5' S.5" 9,0" 13.5'S3_5" 7,p" 4,5" 7.5" 9.5" -- O '�.J7�NAL, V 70 16.0"12.b" 7.0�' 11.0"16.0"14,0" 7.0" 4.5" B.D" 10.5"13.5" 7.0" 4.5" 7.5" 9.6" _ _200 23.6"7.0" 4.S' 7.5" 9.5" QQ�rtp 114'FLOD CRETEPLEX SS4 43 16,0"16.0"'16.0"16.0"16.0"15.0"36.0"13.5'16.0"1607'16,0"12.5' B.0" 13 0"36.0" 1 x S(TYP. 2 x S(i YP.I W W/2-EMBED(335910 MIN 53 S6A"16.0"ZO.Q"16.0"26.0"26,0"16.0"10.0"15S'16.0"16.0"10.0" 5.S' 22.0"14.0" I � CONC) 62 10.0"16.0"12.5"18.0"16.0"116 O"12.5" 0.0" 33.0"18.0"16.0"10.0" 665" 11.0"1d�0" Q-=.>U1U13T1" 70" l0�5" 16.0"10.0"6.5" Sl�p'T 14_-U" N pCii b s 100 I6,0"10,0" B,S" 13.0.1 IA.O"16,0"10.6" 6.5' 6.5'^11.0"14.0" D W ut _ _ 1'MIN EDGE D39TANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING NO C3 CX q Cq C5 Cl C2 C3 t4 C5 C2 CZ C3 Ci 6 1/4"17W TAPCON OR FLCO 43 16.0"116.0"17.5" uavv 36.5••16,o-26.0•• 5.0" 5.5" 16.1.1 16.0,019.0" 3.a' 4.0" 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH i-314" 53 16.0"16.0" 5.5" 6.5" 26.0"16.0"32.0" 4.5" 18A"I45" 7.5" 30.0" -C2 CONNECTION TYPE USING PIECE ® WITH OUTSIDE EMBED(319210 MIN CONC) 62 1fi.0"15.5" 4:5" 5.5' I6.0"16.0" 9.0" 4.0" 14.5"1A.5" 7�5" 10.1" ANCHORS ONLY 1+`i - _ - C4 CONNECTION TYPE USING PIECE ®WITH 7p I6.0"12.5" 4.0^ S.tT' 1SON Y5.0" 7.5' 32.0"14,S' 7S" 10.0" OUTSIDE ANCHORS ONLY 14.5" 7,5" 14.5" 7,5" 10.0"24.5" 7.5' 10.0" 'I' 114"MiLLENiUM Mt11FA5T- 43 16.0"ibp"13.0'23.5"16.0"16.0"13.0" 6,5" 9.5" 26.0"13_0" 7.0" 4.6" 6.5 30.5" WITH 1.3/4'EMBED(327510 53 1_8,0_ib_0" B,q" 1313^0"16.0"16.0" 9.D_ S.Ou 7�5" 16.0"30.-_•5" 5.5" 5.5" 7,5" ANCHOR NOTES: W MIN CONCRETE) 62 26.0"11S"@.0" 9.D" 16.0"13.5" 7.0" 4.0'• 6,9" 31.0"10.5" 5.5" 5.5" 7.5" pC $ N 70 i'.0" 9.5" 5.5" B.0•' 16.8"21.5" S. S.5" B.5" 10.5"5.5" 5.S" 7,5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACIFIG Tp`eT $ Gt 101i 10.5" 5.5" 5.S' 7.5" 10.5" 5.3" 5.5" 7.5" 10,5" 5.5" S.S' 7.5" ONLY.ALLOWABLE STORM SHATTER SPANS FOR SPECIFIC LOADS MUST BE 1.0-110 LIMITED TO THOSE SHOWN IN TABLE 1(PIT 1). /4-AL L-POINTS 50UD-SET __ 112/4-MIN EWE DISTANCE ?�} v0 ANCHOR W/7/B"EM@Fb& Cl C2 C3- GI GS Cl C'2 GT c4 Cs Ci C2 q C9 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m„ 114-20 SS MACHINE SCREW _q3 16.0'15,0"_$,5" 10.5'1@50"26.0'12.4' 5-,5� 7`5" 3fi�0"22•__5' 6_5" 3.0 5^0" 20.0" gqryryCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAM GREATER (3000pb1 MIN CONC) '53 16.0"LSa" 6,5A' 0`0' 18.0"16.0' 8.5" 4.0" 6.0" YS_5"10_0" 5.0" q.0" a0" I rnvA+N t7R EQUAL 70 SM11i�ER SPAN. E 62 26.0" 5A" 7,0'• 16.0"32.5 5.5• 3.5" 5,0" 10.0"Y0.0" 5.0" 4.0" 7.p" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 70 16.0" 0"9, j LOO 10.0"15.0" 4.0" 7.0"110.0" S.0"VIZZZIA 4.0"11.0" n-n-'I5.0" 9.0" T.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE go 3 114'ALL-POINTS SOUR-SET _ _ 3"MIN EDGE DISTANCE - BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR Wf T/$'EHBED l9 CS C.2 q C4 CS Cl C2 C3 GM1 C5 C1 CZ (3 CA LS ANCHORTYpE BASED ON TYPE OF EXISTING S7RUC•Tl1RE AND APPROPRIATE a' CANNECTION TYPE.SEE CONNECflON DETAILS FOR IDENTIPICATION OF 114-2555 MACHINE SCREW 43 26.0' 1610"10.0"M14-. 6.0"36;0"3I.S`i6_-_O^16.6"166"i1-_0" 7.0" 31.0"I6.D" CONNECTION TYPE. (3100pc1 MIN CONC) 53 16.0"16-.e 13.5' 6.0"11.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NOWCRACKED CONCRETE1&0"16,0"ID,S' 6,0"12.0" 7A" 32.0"26.0"'16.0" 8.5" 5.5' 95" 220• ONLY. 1��70 16.0"15.0" 9.0" 6.0" 4.0" 6.5^ 10.0"13.0"16.0" es^ 5.5" 95" 120" 8. THE CONTRACTOR IS RESPDNSiBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.fl" 6.5" S.S"' 6.-5 8.S' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMEFDMENT 1/4'POWERS 55 DROP-IN 2.5/8'MIN FOGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 5S BOLT AND C2 C3 CA C5 CS C2 C'3 C4 CS Ci C2 C3 C4 CS- FINISHES. 1'EMBED(3000ps1 MIN 43 Cl1&0"16.0"14.0"16.0"16.0' 26.0"14.0" 0.0" 12.5"16.0"24.0" 7.5" 5.0" 0.0" 11,_5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS e^ *T j1 4 CONC) -53 11.5" 6.0" 4A�' VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEpDATE WOOD FRAMING u l�� �IiI 62 iS.O"12.5" 7.5" 12.0"16A"i.f.5" 7.5" 5.0" $.5" 11.5"11.5" 5A" 4A" 7.0" $.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I9 ACCEPTABLE ONLY FOR 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6A" 4.0"17.5-19.01, 11.5" 6.0--14.1- 7.0" B.0" SIDE CLOSURE PIECES. @ 6 ii2.,292 SOp i1.5" b.p" 4.0" T.0" B.0" LYS" fi.0" d.0" 7.0" $.0" I2.S' 6.0" 4.0" 7.0" @A" $. WHERE LAG SCREWS FASTEN TOppNARROW FACE OF(STUD�7FWiMING,FASTENER ��ce aI 1/4•POWERS SSDROP-IN _ -R MIN EDGE DLSTANCE SHALL Y5 ACCEPTABI.EOFOR WOOD FRAMINGMiNIAG SC!EW SS HALL" 6 s!6 d W/1/4-20 SS S(X7 AND Cl C2 q C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. R 1•EMBED(3000p0 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"34,5" 9.0" 13.5"36.0"15.0" 7.5" 5.0'•. 9.0" ; EET111 m CONC) 53•_16.0°IBA"10.5"25.0"26:0"S6A"50.0" 6S' 10.5"18.0""32.0" 6.0" 4-D" 7.5" 8:S" 9. MACHINE SCREWS SHALL HAVE MINIMUM Of 112"ENGAGEMENT OF THREADS IN t 62 16.6 4 13.0" 8.0"12.6"16.0"1S.0" B.D' S.0" 9.0" 12.0"32.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT),U.O.N. 70 160"_IDS' 7,0" 12.0"160"22.5" 6.5' 4.5"-Co-- 9.5'• 120" b.0" 4.0" 7.5" 8.5" A 7,S' W. 12.0" &0'" 4.0" 7.5" 0.5" 12.0" 6.0" 4.0' 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEFTABII=USES. 1ea1 _ 2'MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �i'Sv •�o tit SMS W/2'W112"LL Ci CZ 6 CA CS Cl C2 C3 C4 CS C3 CZ C3 C4 CS NUT OR WASHER WINGNU7 ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16;0"16y0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5 WP6RfR71W1(Lt12RyWP3, {2000ps]MIN CONI) I " 16.0"14.0" 7.0" 3,5' S.S' I0.0" 1L MINIMUM CONCRETE STRENGTHS ARE A5INDICATED 1N ANCHOR SCHEDULE. xI$^233 16.0"15.0" 7.0" 9.5"16.0"SB.O" 9.0" 1,5" S.5" 14.0"19.0" .0• 3.5" 5.5" 10.0" 12. WHEN ANCHORING 70 HOLLOW BLOCK SDSDRILLS SHOULD NOT BE USED TO SCALft 14.0" 7.Q' 3S"" 5.S" 10.0"14.0" 7.0" 3S" 5.S' 10.0"14 7.0" 3.5" 5.5' 20.0DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DR1U,S BE USEG TO INSTALL COt'ICRETE SCREWS TO HOLLOW BLOCK4.0" 7.. .0" 3.5" S.5" 10.04125MS WJ 2.75'FYEWAILLSO"16.0"16.0.1 160"26.0"36.0"16.0"SOLO"24.0"36. .0"135' 6.0" 9.5" 16.0ARMOR INSERT W/2,5" 16.0"16.0.1 i2U"IevO"16.0"36,0"15.0"2.5"21.0"Y6.D"16.0" 9.0" 5.0" B.D" 13.0"EHBED(20DOp0 MIN C16_0"1fi.0" 9.5" 33.5"16.0"16;0"115' 6.5" 9.5" ]6.0"16.0" 9.0" 5.0" 8.0" 11 16.0"16.0 &O" 33:5"36.0"26.0"-9.fi--S.5--BLL= i4.0"16.D" 100 16.0" 9.0" 5.0" $.0" 13A"1.tl" • • " 1 K MEW ®Wu' M' MU ®' ®' �® ® Ill n Milo NORM 114 EEOUE io iiia. /i IS/7/,. Er/i/ /iii :. 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' Pool.i, //�i /,//�/�///'�Will ME 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK IRAH(t 8ENN3RpOr E - 11111 if itt t! sTE0M6549 1;.:���lti', _ 2'M!N EpSE DISTAHC£ ��� ""•' fi Spam Up 7o 6'-0" ns To 8••3" $pang U To 2--0" 5 LOAD CONN TYPE CONN TYPE CONN TYPE s ANCHOR 1[6U CI C2 C3 C4 CS Ci C2 I C3 I C4 CS Cl C2 I C3 C4 C5 "~ N 012 SMS W(2-EYEWALL 43 16,0"16,0" 7.5" 9.0" 16.0"15.5'• 6.5" 4.5" 65' }5.S' @.5' 4.5" 4.0" 7.0" C* 0 PECO4654 ARMOR INSERT W(1-1l4• S3 I6,0"Ip.S^ 5.0"_7A" 16.0"13.0" 6.0"_3.5" S,0" 11.0"7.0" 35" 3.5" 5.0" •p? ?(' - EMBED ` ry fir= 62 14.0" 7."4.0' 6.0" 14.5" 9.0" 4.5' A.0" 7.0• 7.0" 3.5" 3.5"-5.01 =O+yt 5,5 1255"" ZS" 3.5" 33 .5=l: 35" '3.5'r �t1', S7iy7E OF ~t9 7.0"-3.5" 3.5" 5.0' 7.0" 3S" 3.5" 5.0" i�S c�pAIDA •.' m ANCHOR SCHEDULE: WOOD (G=0.55) �`'%�j�N....... , `pq r. 314'MIN EDGE DISTANCE rrY l t t t f 21411 " Spans Up 70 6'-0" � Span @'•3" Sgen5Uq T012'-0" WQ O LOAD CONN TYPE CONN TYPE CONN TYPE gl U iWYT .� O ANCHOR a: Cl C2 C3 C4 G5 .Cl C2 C3 U CS Cl C2 C3 U CS 1(4'tAG SCREW WITH 1-3/4 43 35.0"116.0"112.5"112.511 .0"1616.0°56.0" 7.5" 9.0" 36.0"36.9"14.5' 4.5' 6.0" 16.4" MIN THREAD PENETRATION 53 16:q"16.0" q.5�' 10,0 16.0"16.0"18.0" 6.0" 0Tz '/,(j�26,0"'10 'S "- 6A5.0 16,0" '74 16,0"16.0" 6.07,S' 16.0"16.0"12.5" d.0" 6P'160"ILS4.0" S.0" 16A" 0 1.5" 1.0" S.0" 16.0"14,0"31.5" A.O" 6.0"36.0"1L5" 4.0' 5,0" 16.0" "+ 7116'WOOD BUSHING WITH 43 16.0"116.0" 8.0_10.4"I6.0"15.5" @.5" 4,S' 7.0" 15.5' 8.5" 4.5" 4.5" q 1.13"MIH EMBED 91/4-20 53 16.0"10.5" S,S" @.0" 16,0"11,0" 6.0" 3.5" 5,5" 11.0" 7.0" 3.5" 4.0" 5,0" t3 SS MACHINE SCREW 62 14.0" B�0" 4.5" 6.S" 14.5" 9.0" 4,S' 3A" 4S' 7.0' 7.0^ 3S" 4.0" 5A" o �Lpnm 70 12.0" 6:0"3.5" 5.5" 12.5" 7.5 3tS" 4.0" 5�5" 7.0" 3.5' o --+d�°+�0 100 7.0" 3.5" 6.0"S'.4"-7.0" 3.5` 40"S.0" 7.0"3S" 4.0"15.0" q,+ s14 SMS OR s14 WOOD d4316.0"160"12,5' 45"160"160"16,0" 0.0" 10.0"16.0"16.0"SCREW WITH i"3(4'MIN 16.0"16.0" 9.4" 11.5.16.41,}60}5.0" 6.0" B.0" 16.4"160" 9.5" 4.0" S.5" 130" W THREAD PENETRATION 160"26,4" 7.5" 9.5" l6 0"16.0"11.5" 5.0" 7.D" 16.0"16.0"15.0"S6.0"BS" &.S' 16.0°16A"}OA" 4,5" 6.0" 14A"16.0"16,0" 9,5^ 44" 5.5' 11E 16,0" 9.5" 4,0" 5,5" 13.0"16.0" ANCHOR SCHEDULE: WOOD (G-0.42) =m & - 3/4'MIN EDGE DISTANCE LOAD^�Spans Up To 6'-00" •T Spnns UO To Q'-3" gpinc Up To 12'-0" ^ F 1p CONN TYPE CONN TYPE CONN TYPE 3m o ANCHOR s (Cs1 Ci C1 C3 C4 CS Cl C2 C3 C4 CS CI C2 I C3 I U CS M 1/4'UG SCREW WITH 1-3/4 43 16.4"116,01419.Oii 10.0'•16.0"16.0-116.0"1 5.5" 7.0" 16A"LS.U" 9S" 3.5" A.5" SSA" d$' MIN THREAD PENETRATION 53 16.0"16,0" 6.5" 8,0" 16.0"16.0"12.S" 4.5'1 S.5•' 16.0"IS.O" RS"13.01114.0-1}LO" rr°4q° N 62 16.0"16.0^5.5" 6,S" 16,0"16.0" 9.5" 3.5" 15.0"15.0" 7,5" 3.0"9.0" LLO" 70 1.5.41,135"4.5" 6.0'_}6.0"h6,0" @,D" 3�0" 4.0" 11.5'_35.0" ZS" 3.0" 9�0"3L0" f0D'15.0"7.5" 3.tl"�.0" 11.01115.01, 7.5" 3.0" 4.0'T SS.O" 7.5" 3.0" 4.0" 11.0" "1 v si4 SMS OR s14 WOOD ¢3 Sfi.0 16.0" 0.5"_10.5"24.D"16,0"32,5" 5.5" 7.0" l6.0"13.p" 4.5" 3.5' 5.0" 10.5" a4 SCREW WITH 1.314'MIH 53 16.F 16.0" 6S" 8,0" 16.0-16.0- 8.5" 4,0" 5,S' 16.0"10.5"I S.5"I 2.5" 4.0" 7,S" 3 THREAD PENEM71ON 62 16.0"11.51,S.0" 7.0" Ifi3O"33.0" 6.5` 3.5" S.0" 10,5'LOS" S.5" 2.5" 4.0"1 7.5" {J1SNtaumpanm 70 76__0" 9.5" 4„5" 6.0" 16.01,11.0" 9;,0"• 5,5"- 2.S' 4.0"y,5" 100 10.5" 5.5' 2.5" 4.0" 7.5" }O.S 5.5" 2.5" 4.0" 7.5" 311.5"5.5" 7.5° 4.0" 75" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK - 4"MIN EDGE DISTANCE fi Spans iln 70 6_-0" Spans UDTo 8'•3" fnatrs VO To 12'•6" z 5 ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE Ij 4y o�c 1PSp sFn CS I a C3 I C4 I C5 CZ ; C2 I C3 I C4 I CS Cl I C2 I C3 I U I CS 5/16"ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16,0"16.0"116.0"15.0"16.0"16.0"160" 0^159.0" 14.0"16.0" 2-1/4"MIN.EMBED 53 16.0"16,0"I6.D"16.q"}6__•0"16.0"}6�0"110"1601,}6�0"160"12.9" 7,5" 1L0"360" 62 16.0"16.0"U.0"I6.p_I6,0"16:0'15.0" 9.0,,,_' 14.0"16,,0"16.0"120" 7,5" 12.0"I6.0" 70 16.0"16.0"11.5"16.0"16.0"16.0'125" 6.0" 12,5"36.0"16-O'r12.O" 7.5" 12._0�1,6.0" �( IOD 16_0"12_••_0" 7.5" }2,0"56,0"36.4'12_.0" 7.5" 12.0"18,0"16.0'12.0" 7.5" 32-_,;•0"34.0" y } 5/16"ELCO UMBER 16.0"16.0"110.5"14.0"16.0-161F 10.51' 6.S" 915" 16.0"MICUF 5.5" 6.5"1 9 0 $ {R t 2-!(4'MIN.EMBED 53 160"13.5" 7.5" }2.0"16.0"14.0' 7.5' 7.5" 13.5' 90" 6.S' ORDk1tJ7ANttt.tBtWWGQ °! 62 16.0"W.D" 6.0-119.p"'160"11,0• S.S' 6.5" 9.0" 9.0" 65" 15-2339 70 25.0" 8. �8�•Q',1$S" 9.5" 5.5" lA_4.4" 6.5" 9,, 100 9_'. SS"' 6,5" 9.0_fj� f S.5" 6.5" 9.0" 6.51' v`8 __ 2'MIN EDGE 015TANC6 _ P�� 1Dnsdi Ct [2 C3 L4 (5 CL C2_ 63 CA_ GS C1 C23 CS 0125145 W(2•EYEwALL 13 l6.4"16.0" 9.S' 11.5"16.0"25.0'14,6'• 60" q.0" 16.0"34.5" 7,5" 3.5" S.5" 11-5' �9 ARMOR INSERT WI 2"EMBED 53 16.0"16.0"7.0" 9.0" 16,0"14.0" 9,5' 4,3" 6.5" I6.6"12.51, 6,0" 3.0" 4.5" 8.5' _- 62 160'"13.p" 5.5" 7.5" 16,01,145" 7.5" 3.5" 5,S" 12.0"L1.5" B,p" 3,0" 4.5" -- �. 70 16.0"}O.S'5.0" 8;S" 1_60"}2.5" fr.S"3,0" d.5 9.6" 115" 6.4" 3.0" 4S" q.5" ANCHOR NOTFSt SEE SHEET W 9 FOR ANCHOR NOTES. 100 11.5" 6.p" 3.0" 4.fi" q.S" 11,5" 6.0" 3.0" 4.5" B.S" 11.5" E.D. 3.0" 4.5" 8.5"