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HomeMy WebLinkAboutProduct Approval BQS Home 1 Log In j User Registration Hot Topic j Submit Surcharge Stats&Facts j Publications F13C Staff BCLS Site Map Links j Search f dbw-- € Product Approval USER:Public User ae!!fi%r�a o^rr..xt sr Product Approval Menu>Product or Application Search>Application Lis[>Applimtion Detail g-m� 1 ' !(� FL FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C1 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 01 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. 2i Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeol odf FL13757 R6 COI Indeol odf FL13757 R6 COI Indpo3 nrlf 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 f Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Egulvl.odf FL13757 R6 Eouiv EDuiv2.pdf FL13757 R6 Eouiv Eouiv3.pdf 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 Dwgl.pdf 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.pdf 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 II Dwa2.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 Eval2.pdf 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 R6 II Dwc13.pdf 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.pdf anchorage,etc. Created by Independent Third Party:Yes Be k Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Coovrioht 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 mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees 0censed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emairs 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: FLET W]®R9 M Credit Card safe I II 11 11// 14"KL BEMIUNDOj F.B. 6.8 STREAMLINE SHUTTER 65I9 S,j`�I GENERAL NOTES. FOR USE WITHIN AND OUTSIDE THE HVHZ 9 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING N°PEO04654 CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - - - ZONE AND THE INTER AT JAL BUILDING CODE((IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - ': [lJ a eav ((1RC).THIS SYSTEM MEETS MISSILE LEVEL"D"AN b INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O STATE OF Y ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION (DaIDP,. „�m B 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE %� 1. w m >< DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S L� ua REQUIREMENTS AS DETERMINED IN ACCORDANCE WI H ASCE 7-10 AND CHAPTER 1609 OFTHE //rr/I I I I I111� W �w FLOTRcIDA BUILDING CODE SHALL BE LESS THAN ORE QUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ?Q ;9 51 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1B86/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TT�ESSTTED PRESSURES DIVIDED Y A 1.5 SAFETY FACTOR. $ S. TH[S SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W °"u S ZONES,IN ACCORDANCE WITH ASTM 1996-09.1T IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N w X.5 n 6. NO INCREASE IN ALLOWABLE STAESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zd LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. u1 7. DETERMINE THE POSITLVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE �D 0 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ~ R WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 tn SHALL BE USED. z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC vzi N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME m PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERw 6IGI5-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE n Q F$a $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR v VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 5 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 1 RogI a! 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL E . DOCUMENTS. HURRICANE PROTECTION -Nil HIM 11 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM is z SEALED BMAY A LICENSED THAT OR REG REGISTERED AR ARCHITECT,WHICH S BE Df AIL AND JUSTIFY THE AND LOCKING E61 DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE �S 13. EACH SH Dry ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN V1EW5 .o g TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION g FORTIAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 1 SHUTTER ELEVATION R FLORIDA PRODUCE APP01 202ROVAL NUMBER 1 N.T.S. EXIERIOREL.Ev 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 23 TABLE 2• L� K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 S052 ALUM.ALLOY. NON-HVHZ ESSENTIAL N$5 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ FACILITIES 13 E 17 BOX LOCK AT CENTER OR SIDE CLOSURE. 9i$ . TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER 18. FLOOR TRACKS MAY BE REMDVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS II 19. MOUNTING EXTRUSIONS MAYBE BENT TO FORMA CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s3o'ABOVE >30'ABOVE 530 ABOVE >30'ABovE .I 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 0 ti 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72" 2-114" 1-618" 2.318" 1.518' 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3-1 2' 1-7/8' 3-5(0" 1-718" [ TABLE 1: 120' 4.1/8• r 4-114" r _ p TABLE 1 NOTES: p 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-7/8' 2' 5• 2" A N �d6 ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: m 1 -Ik MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MTAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. NDWHVHZ-DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY OWYF. IORUKLIeNAWPS POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FIOTaDIr 15-2339 i SHUTTER DESIGN DESIGN SPANS 15 NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN pRE95URE PREBBURE BETWEEN THOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRE95URIS FOR THE NEKT NIGHER MINIMUM SPAN OF AT LEAST 30". PAM° �' PPBF-I (PBF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 7r 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE. i 9ff 70 70 5. UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 99 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 120' 63 63 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM yul 144" 43 40 .E1996-09. A PEOU46549 P.F_ PROJECrION VARIES 2.874' 4.874"MAX. 'p. 0.115" 0.080, 0 0.06r 0.45W T -0.125" f--LI330" 0.062' 1.709" -0.100" ;u - -0.100, rO.080" rO.063' -0 1.7108' ro.195, ':--(1 0 0.'� 2.820" Or 0. �1.1 ro.096' o.060" 070' .060" 0 i':"RI, 11.161' Iq=--I I�Iwi o 1 0.630 0.062"N 0 rn 0.630" 1! 1.993" 0.63 39, I L 0,062' 0. 0.062, 1- 0.143' rO.09 0-971"'1 0.147 %)11111 i" Ev) 00. 1 0 1�60' OAA A 0.63(r !9 z 0 3!1 0.062 0 LO.200, 0.630 0.062* 1 4069"4 J_ - 13 40691 -10.200" z SUPPORT LEG OPTIONAL 4069"A 0.062" W -5.745"MAX. ,--5.745 Oj C'9-)BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK (�5)HEAVY HEADER 06 LITE HEADER/SILL WALL 04 obi a '9-- Q SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 13 SCALE:HALF SIZE SCALE:HALF SIZE WHERE SHOWN,SCREW BOSSES 8L FELT GROVES ARE OPnONAL ON ALL EXTRUSIONS 0.874'1- 2.655" 0.875, 2.195�SSSiff - 0.510, 2.195v" 1.229. ftd m� Vt_ 0 7 f� 7_6551.5. !I 2.36r S. 4.04' Ed up 1.069" 0 0. To 1.069* T 4.510. 0.994'1 I i ...... 0.075' - NOTE:1:ESTED THICKNESS OF Zt 0.76r • �_4.510" 3.506" BARE METAL W/O PAINT IS 0.039- SILL Og SILL ADAPTER Og EXTENDED SILL Ip EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM i3 6.8 STREAMLINE SLAT/BLADE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 0.477 1.570'-�"0 5-10" .oS 0.143' U.14f3l 0.080 O.s9v 0.341*#F 0.070' _L0.245' 1.708' 0.143' 0.096" .1 asi uu lift 71, �"__ [j 0.115, 00801 0.117* 0.0'Jo* 4 510- 96" 0.080* Lt� H 0.080, i ! 0.682' 0.6 0.060" U 0,693"0.420' 15-2339 NOTE:THICKNESS OF BARE • IL-1,625-4 - METAL W/OPAINTISO 39* WALL SILL 6.8 STREAMLINE STACK RADIUS CEILING FIEADER/SIL @ 6.8 STARTER WALL SILL CLIP Ig SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE SCALE,HALF SIZE SCALE-HALF SIZE ,I • • �MNNi ffikNAADD PE 1.9$D" ,```\1111111I11// P®016519 •'*�?"•�: 0.630" STAINLESS STEEL .280' NYLON WASHER OR ASSEMBLY 9°" ALUMINUM �� f�'1`.'•'-• LI �,y-li. r 0.320"0 HOLE r0.05D" 0.357" y� NYLON a`•' z S10 x 2-3W 410 HT S.S. 0.276' b F0� g 0.880 O.oS WHEEL vo 0.120'd m-, SCREW W/TC ULTRACOTE T�• 0.591' 6"9& INTOCOATING ,°,� -O: b _1.100`-f}-0.240' (TYP TOP&BOTTOM) m 0.062"• �TTt1 STAT : N aN x ON BUSHING W/WASHER: �i p�1•''^!O �OF 1ri) i t I TYP.AT EVERY OTHER 0.75D" -' / •--RIDA f7 I -S•�• --T 0.870" 7/16"p x 1/2"@ INTERIOR JOINT TOP 4 '�O INSIDE JOINT AT TOP. 7/16"0x1"@INTERIOR301NTBOTTOM 0,154" 0.137• i�N,q••• �r1 [n 711iKKg11 CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /,�ENGLI t �In 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED llllll W 0 ._ 22 ROLLER ASSEMBLY I �� e SCALE HALF SIZE O SCALE!HALF SIZE NOTE; MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL' 2B BOX CENTER INSERT �6SCALE HALF SRE SCALE:HALF SIZE piolOR KEY/TriUMB TURN OPERATED 1NSIbE. u DasD" BRASS PUSH LOCKuy �_11 SCALE:HALF SIZE �yE RD.155" W u s z R0.500` 4.OD0' 1.978" O CI ui 0,235' 2.125• 0.500' =Jd-1,71D"• 0.286' 1.603' 0.267' ~O - 0.623' -1.224"- O.D9D" 0.319" 0.53�.2 - 0,531" 0.790' 2.250, ~ 0.09 m Y- •--T . 0.250• 1 " c m .26, r 0.607" Fr °.607' I S w P 0.118'+ .� 0.224' + 0.239"' �-, 1 0.160^ 0.496 1: n m m n e I:-• „I •g$ �2.750"-1 T'�2.000^-_.-� I ��0.240" 1.758"-76" , I� I I „i 1• I o. p r�. 27 RAINGUARD 28 DECORATIVE FLOOR TRACK LyYL - SCALE:HALF SIZE SCALE HALF SIZE 0.160' 0.222"-}t- 0.290 am 1001 0.062"0.062- 0.0627 -0.176' 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER gg SCALE:HALF SIZE SCALE HALF SIZE O SCALE-HALF S1ZE I8 8 5 0.062' S.500'x 13/16"WIDE- }-}0.400• :a o�. ,� 7/16. STAINLESS�•'167^ 0 STEEL NUT R •t- n I Y- 30In 0.125' O.�BD. _O.iBB' 5/16-18xl MACHINE SCREW:5�1 AT- I I 0,438" L I TYP. 5/16'0 INTERNAL STAINLESS STEEL n F A �'� 0.121' � z 1- 4.500" f-10.689" POWDER COATED,ZINC DIE-CAST THREAD 67 8 SECTION A HEAD srvLE vaRlEs " OF TA MOUEL 22 36 T-LOCK ADAPTER 3/ T-SCREW INSERT 3S THUMB SCREW wbuSTRIAI SYS MS (OPTIONAL) a 3t SCALE-FULL SIZE SCALE:FULL SIZE m � 1 ne 35 BOX LOCK SCALE:HALF SIZE o =r r 0.254` 4U0 40� 'IOC 0.319dUd SCALE,HALF 512E FIND STRIP 1" t-z.DDO--f 2" do 3" EXT --1.625'� f--1.500"^-•f -L� -TrO.lzs' 0.050' U•125^ SCALE: HALF SIZE yp 0.125" -TIIII- O.b93'J t® x¢ B k O.OBS' I o l i k d l �1. N o o -0.125' 0.250" c 0.085' $ 0.093• L Z 39 rcAut 7.0D0' -----{ L FAO!OPlBWW►1IONI 70 ALT, 1" END STRIP 21 1.5"x3"x03"x0.125" ANGLE S 3g 2X7 ANGLE SCALE!HALF SIZE O SCALE.HALF SIZE 25 SCALE:HALF SIZE 19 q SCALE,HALF SIZE ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE 18'O.C. EXISTING DIST., (gT, GLAZING SEE END STRIIC SCHEDULE ;mro\s No E004 �'•Q ' D� A .ANGLE EMBED yl SPAN riMEN U�bl��`{G�C °d LEG D RECITON II II 1/q� OR 6.8 aSTAR7ERn o N EMBED. 17 (INTERIOR) 4 L. [MAX. WITH 21 OR 25,y Q' Tl C ~•� 17 17 _ -- MIN.0.062"THICK 6063-T6ALUM. VAL AN 1°x 1'MIN.TO 2'x S"MAX. 21 25 /psis/ �4 EDGE c.,.,— _— 30 (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ //JJ J t I _ DIST. 8 SCHEDULE IR PER ANCHOR (Z)f lOxl"SCREWS AT P 4 Q c & CORNER,TOP 8:BOTTOM;AND ul �1 ATTACH TO 6.8 STARTER W/ L<fl 13 13 13 13) #12 x 1/2'GALVANIZED OR S.S.SM k12x 1/2"GALVANIZED OR Z S.S.SMS 3/16.0 ALUM.POP W �pg}I'I 9 30 3/16'ta ALUM.POP RLVET,OR 1/4-20 RIVET O�t 1/4-20 MACHINE tT'i W^ z 6.e0 "ITYP.I� USE(1)BRASSPUSHLOCKO0.(1) MACHINEBOLTBNUT018.O.C. E END STRIP DEAL BOLT�NlJT@ IS"o.c. 3 SIARFER AND ANGLE Inv (EXTERIOR) S/36-iB�UM. AT SCREW INTO THREADED ANY TRACK W/ INSERT 3 AT 1/3 SPAN TO 2/3 SPAN 1'-0" to W is FROM SO OM OF SHUTTER.RECEIVING END STRIP SCHEDU SCREW BOSSES. �j TYPICAL PLAN VIEW HOLE SHALL BE 3/6"MAX WIDTH,UP TO PSF SCALE 3"=T-0" 1-HEIGHT. 62 1'Bf0(2.77 USE(11 BRASS PUSH LOCK 1D 132 OR 111 5/16-18 THUMB LOCKING DETAILS FOR 2'BIU.7') 82 SEE END STRIP SCREW D0iHREADEO CENTER MATES SCHEDULE FOR MAX.INSERT 77 AT 1/3 SPAN BOTTOM OF SHUTTER 30 SHOWON O•NAI�NDOM SPAN WHEN USING3'BIO(4.7') a 20,40a,40bOR 40c,RECEIVINO HOLE SHALL BE 13 ®D1/4" OR 6.0 STARTER3/8"MAX WIDTH.UP1"HEIGHT 30 ALT.1.810 _ 2_ {h AX. WITH 21 OR 25. O.-a�In ui (2.T) 2 = 2p 112 a \ 0 AO USE APPROPRIATE ' 132 78' ` STARTER STRIP 70 a 1.6-n3' 45 93" b 0 2O) PROVIDE CLOSURE F- FOR 13 BUILDING CONDIRONS. ° 23 u 21 B4 e•78" p FASTEN STARTER STRIP c (INSIDE) 0 SCREWSCAT CORNER70TOP Xp17� i ALTERNATE END STRIP DETAIL 8 BOTTOM SCALE 3' ANY TRACK W/SCREW 1 Fi =1'-0' � 13 PP'i�w i zs 60 1 BUSSES. ti da 0 111' °r I SILL ilW/14 FUR SWAT"SPANS OR LOADS INAN O W SHOWN IN END STRIP GCNEDUIE,END II I O STRIPS REWRE A rXl'.0W CUP ANGLE N MID SPAN USING ANTANDIOR ON RIE EXISTING GLASS r5 Z ANDIOR SCIR W lE a 114w111.IEK ` z SCREN OR I/4-IG DOLTTO END STRIP. W P1 g 30 a o j USE L11 BRASS PUSH LOCKdd INSIDE [9 USE I1)BRASS PUSH LOCK F OR 111 5/16-iB THUMB ( ) gill OR I11 5116-16 THUMB 13 �¢a SCREW IpljO THREASPA I� SCREW Iyy77O THREADED 30 ar- INSERT 37 AT t/3 SPAN SILL S(CS 52 INSERT 071 AT 1/3 SPAN Zag TO 2/3 AN FROM 1 gC 10 2/3 STT'"'AN FROM Elba BOTTOM OF SHUTTER BOTTOM OF SHUTTER IDE) 0 RECEIVING HOLE SHALL BE IppR1 3/8"MAX WIDTH,UP T �qS 1"HEIGHT. 23 3 I TYPICAL OUTSIDE CORNER CLOSURE (C s 3D e DETAILS WO/CORNER POST R P�o O OWdWffFVMLIAPIOOPENTS 215 13 3 (OUTSIDE) 15-2339 SILL USE III BOX LOCK AT 1/3 pW1A�[fCRIPR0111 _ SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER g O 1' TYPICAL INSIDE CORNER CLOSUREFm MULTIPLE SHUTTER ASSEMBLY ¶I i i9 CC2 DETAILS WO/CORNER POSTS /7 Ypju SCALE.3'= -0" NT5 JiT 1 i $$ 1 r Cl CONNECTION TYPE �R�PIf7191/�//�'II,•"? REFERENCE ANCHOR EXISTING HOST / SCHEDULE FOR MAX. STRUCTURE 11 SPACING Cl CONNEJRA - . - MACHINE BOLT :�,. \ REFEREN 1/2" W/NUT C01 12"O C OR p A.( \ SCHEDULE ® 1t 14 SMS Cal 6-0 C _�• SPACING / 2�2" ITYP.TOP bBOTTOM) -� FFI Ip�N( ` IJ M m 2 FASTENERS ALUM. TUBE ���'•• '(�[7'rj#.7 O m 6063-T6 ALLOY — A I R 6 ORzEACH ANGLE SEE 7aHI F A FOR SIZE. /Sf f OR 6 2"x 1/B'• I/ ALTERNATE THRU B o DOR 2"x2"x 1/8'• C1 CONNECTION TYPEP>,4 GLASS tt Ix 0Q"I REFERENCE ANCHOR ALUM.ANGLE ° SCHEDULE FOR MAXSEPARATION 13 N �'�"� 8L W S - 13 I I,.-- 1•' j l SPACING PER TABLE 2 j a Z w Z ry CCC& THREE 3/16"0 ALUM. ° 1, I I la I X.4. u WW POP RIVETS OR GLASS I IIn- THREE 1412 SMS,TYP. ° 17 OR DOOR—II X x 3/16"m ALUM POP I I ` u q= N w a: 17 RIVET OR 012 SIMS 4(j fu to W lI z N p ---._ 1B"O.C.ITYP z'- .a O �tl TABLE A(w) \':•...`"-- q/f (s]oR OR J= PRESSURE VS ALLOWABLE LERGRI `_! w Ln \U 0 v1 �8" MAY USE MALE OR PSF >• ��� 3N0910 FEMALE LOCH-SLAT w❑ - oN � 13 ALTERNATE THRU BOLT I GUIDE MAX BUSHIROMING PIN 61 13V ISO, C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING 72 12'F 17V O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR"":'--I' WASHER(TYP.) w CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX W J if 83 119' 172' N i S ~ O g 91 114' 16S SPACING ___ill/ 14x3/4"SMS Cdl 9"0C. I- ANGLE o ANGLE TO TUBE CONNECTION m IOl 1I0" 160" 7 rn — - 2"z 2"x ALUM .O pa33 120 104" 13 T•ABLE g(o4) EXISTING HOST EMBED. 6063-T6 nLUM TUBE STRUCTURE 160 9T 131" Poccc()RE VS ALIAWABLE LEHGIII 5 CONNECTION TYPE 8, 2 a6" 114' y�II// /g" fF GE DISTANCE REFERENCE ANCHOR td PSF WITH e/0 3WIITTH 116" SSC PACINGE FOR MAX Ggyi �o 62 113" 166" STENER(nl 16"O C. 3 72 1U7` 1STE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION � a g 82 loll 14TANCHOR SCHEDULE). SCALE 3"=l'-0" m 92 95' 139` m f02 90' 13T L._. R I20 83' 122' al',1r�1 0: HISO 74' 109" 1-xi 200 64' 99' "x - =(33/16 RIVET OR p12 SMS 6063-76 MN GLASS -13 L I TUBE TYP. EPARATIO14(u118•'O.C. OR 1/4-24 aF°' PER TABLE S?'ANUI&•BOLT(TYP.I. 3/16"m ALUM.PUP1A a d GLASS 2 X2 OZ mRIVET OR a12 SMSi � OR DOOR ALUM. TUBE (tB1B"O.C.I7Y P.) E n u6063-7G ALLOY "x 1/B•' o$EE TABIF B FOR S12E. 2 FASTENERS TINUOUSEACH ANGLE NUM ANGLE2•'x.093'•6063-T6 NAL ANGLEINSIDE 3 6T IIREE 3/16'•m ALUM. TATION TYP, wALUM.ANGLE,TYP o POP RIVETS OR 1T - 5 6 6 Sq 17 THREE H12 SMS,TYP. m w 0 0 1•'x 2"x 1/8" 4 CONNECTION TYPE OR 2'x 2"x 1/B" I REFERENCE ANCHOR L 1J ALUM.ANGLE SCHEDULE FOR MAX USE MALE OR FEMALE SPACING OWaRi91RWaLIBlY/®PE USE MALE --EXISTING CONCRETE, 15�2339 13 13 BLOCK OR WOOD FRAMING aeon (OUTSIDE) EE INSIDE SILL MOUNT SECTION "1°a°�Q'f1—OM1 t112 x 1/2"GALVANIZED SCALE:3-=V-U" CC4 TYPICAL CORNER CLOSURE DETAILS OR RI SMS,R f/4- ALUM SIDE CLOSURE OPTIONS POP RIVET,OR I/4-20 HTS MACHINE BOLT 1,NUT SCALE:3"=l'-O" Cd 18"O.0 ;RANK e5B4EJ91NARD0J F'T: C5 CONNECIION TYPE '1W REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE Zp] K SPACING - 5"MAX ql - Cl114-20 MACHINE BaSmow-- GLASS ¢ w CONNECTION TYPE �W/NUT @ 12"O.0 OT2 LC4,•' .Q GLASS REFERENCE ANCHOR OR DOOR w N r OR DOOR---- �,w>D SCHEDULE FOR MAX. 19 t114 SMS @ b"O C- !- No - - i- tA Z�' SPACING 1f " 1'[YP TOP 8 BOTTi ��rttR��LLL,,, N. 131s/Iwnw CLASS Nf=N� /2" �� L MN X M EPARATIDNaj In 1/4"-20 THRU BOLT W/ CiA55 1114 x 1/2"SMS @ 12"OC PER X w G~ N S OR b OR/ 0, GLASS •' EPa PEA Q I-Q OR 3/16-D ALUM POP C �J i�s••• m 6 LOCK NUT p 12"O E 0R E i- h iaBLE 7 O a D 12■1/2"SMS @ 12"O.0 E.S. PER L?F- RIVETS Ca 6"O.0 OR 1/1."0 = +R w O OR 6 TAOLO 2 OR 3 MS ALUM.POP w O ALUM.POP RIVETS @ 12"0 C. W.` ,cat RIVE I S @3 6'"O,C E.S. _ / J FS 4; •x 1R 1/4`m ALUM,POP RIVETS /' tl ANO 3O MN Glass �+" g 12"O.0 C.S.---- ASSEMBLY 1/I"MAX FROM PIN SEPARATION 13 r w p z)g a� @ 1/4D MAX.FROM PIN GUID 0 BUSHING 1/2"TYP. (� PER TABLE L- O9 AND 10 / GUIDE U BUSHING WASHER IT YP.1 X=Z Z $� WASHER ITYP•) .9 GLASS ppAAAA LA U m z ASSEMBLY / 1/2" 112"TYP EXISTING CONCRETE, w 3 CONNECTOR TYPE OR ODOR—t1 _ 3Na ll X"a-< Yur7 I- d BLOCK OR WOOD FRAMING REFERENCE ANCHOR Q m / CA CONNECTION TYPE D SS. SPIACDINGE FOR MAX S pw to o�+Q w REFERENCE ANCHOR - / M—SPACING SCHEDULE FOR MAX TI A5 SHOWN / --C3 CONNECTION TYPE IIJ DIAGRAM ON PG.9 w o (S�DOR 6 6R m REFERENCE ANCHOR EXISTING CONCRETE. FROM F'ftl � CHEUIJLE FOR MAX. BLOCK OR WOOD FRAMING /2" GUIDE TO BUSHING / �114 AC114G ALT FASTENER CI CONNECTION TYPE —[�gN'-] LOCATION.FRONT AND REFERENCE ANCHOR 1/2 WASHER(TYP.) wbf d RACK ANCHORS NOT REO'0 g INSIDE MUUNT SEC 170N SCHEDULE FOR MAX / 19 S -MAX FROM WITH THIS LOCATION PIN GUIDE TD SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE F $ RUSHING WAS A INSIDE MOUNT SECTION REFERENCE ANCHOR ta m (TYP.1 A SCHEDULE FOR MAX `�' 'n m I SCALE:3 1'-0'• EXISTING CONCRETE, SPACING •p $ BLOCK OR WOOD FRAMI EMBED E / CD BUILD OUT MOUNT SECTION 9 / SCALE•3-.l'-0- 2 t5 TYP BOTI OM EXISTING CON _ E r BLUCY.UR WOOD FRAMING _ E 5 EDGE DIST. EXISTING 2 NOTE+FOR DETAILS A.B,D.AND E ON THIS SHEET. 4 CONNECTION TYPE EMBED STRUCTURE THE BASE TRACK MAY dE INSTALLED IN SECTIONS o REFERENCE ANCHOR 5 CONNECTION TYPE 3f WITH 1/4" S. PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. PEPEPENCE ANCHOR .8 y A MINIMUM OF TWO SETS OF ANCHORS AND IS A w' ED E S 6 SPACING SCHEDULE FOR MAX �C MINIMUM OF 12" G.THE SILL OP,CEILING TRACK SPACING 5 OVER THE GAPS BETWEEN SECTIONS.E CONTINUOUS 3 I5 &RQ 1f2" w F d ¢ Ft w n GLASSMIN j w Ip1 OR DOOR GLASS 13 L" "w w w 012 x 1/2`SMS L 12- EPARATIO O N m 13 w=O r�- O.0 OR 3/t6"0 ALUM. PER IN C j In w m IIII H h yw,j7 POP RIVETS@6"OC TADLE2 X D2h GLASS OR LLtyN•�A N=ZuJ ���"� OR 1/4"0 ALUM.POP F O a DOOR P A p rt $ €€ INN GLASS 13 =� � RIVETS@12`0C. �N PER TABLE XW0zh SEPARATION N l7 Q L J [L PE XQ o Z- UAND R TABLE2 w0 o4a ASSEMBLY 1/Z-S MACHINE E SREW 8IJUT YP. WGGUUAIIDSD EHM ETAROX I BTFUYRSPOH,)120S/4 MII JPGI _N Q� Y2"0C. GLASS 1/4"MAX.FROM PIN w w g GUID MAX FADM PNJ �` C °' 4 CUNNECTION TYPE 1/2'• GUIDE R kTYP I'G— RR OR ODOR a GUIUE 1O BUSi11NG REFERENCE A14EFIOR Q WASHER(TYP 1 9 �� WASHER ITYP 1 EDGE ?a 5 6 EXIST ING CONCRETE, DIST. SCHEDULE FOR MAX / WR174rtRdMILENNICOPE SPACING AS SIIOWIJ 2 CONNECTION TYPE r S BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCFIDR 15-2339 FRAMING BLOCK OH WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. memy. - OR - SCHEDULE FOR MAX SPACING �AC�WidLtlflaN+ ••x 3"x If4^CONT — 3 CONNECTION TYPE 1l12 x 1/2"SMS @ TV' SPACING ALT.FASTENER EXISTING CONCRETE, o63-T6 ALUM.ANGLE REFERENCE ANCHOR 0 C OR 3/16"0 ALUM. LOCATION FRONT AND BLOCK OR WOOD FRAMING - AY BE REVERSED •'� SLHEUULE FOR MAX POP RIVETS @ 6"O.C. BACK ANCHORS NOT REWD S SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION Uq 3"=V- S RIVET S @ 12"OZ. CEILING INSIDE MOUNT SECT ON PALL BU ILD OUT O WALL SECTIONO�—_ F J SCALE:3" 1' 00" SCALE:3"-m 1'-D•• SECTION O SCALE 1 3"=1'-0" . FMnR L EYRNM00�P.E. MN GLASS Iy 1111 Jg�1� - : til GLASS SEPARATION OR DOOR PER TABI F.2 13 C "•I "•� w ao= GLASS OR v N DOOR No P 004.65 -•d u a GLASS OR M'N GLASS -*T rn ' w 0. u DUDR ' SEPARATION _� U .tQ*- X M In a w PER TABLE 2 - .-1 N MN GLASS w J STA SEPARATION (c I-m F • fpp Zr PER TABLE f w jF W. w�i •�0 I V I , _\ .. m N 1-ow Z i, /Tl illlz. V� ' Yin 13 a w¢In 13 x zoN 1J�• *amid S E Jaz Cl CONNECTION TYPE Q z § 9 � /2" 1 1/4"MAX FROM PIN GUIDE 20 a a REFERENCE ANCHOR T_ J u 4 W ON o /Jry SCHEDULE FOR MAX. — j� 7U BUSHING WASHER ITYP 1 w SPACING Q N VTr I JI Two 1/4••m wOoo .2so••L1/'FI-I` En g s LAG SCREWS La 2L'• C4 CONNECTION TYPE L 250" cm u O. HC MAX WIT 2" REFERENCE ANCHOR / I� p THREADED PENETRATION p SCHEDULE FOR MAX. w I "T"INTO CENTER OF 2X STUDS / SPACING u r I 18 IB 14 SMS @ MIUSPAN BETWEEN /"' UIS / �w EMS."T' ) ' STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION STUCCO FINISH 1"x 4"x.125" 6063-16 ALUM TUBE N 1! _ O DECORAIIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL m�yd THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1-0" v SCALE:3"=V-0" K�p ' EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING. 8 r O WALL MOUNT SECTION THIS DETAIL MAY o � 1= ALSO BE USED AT T - a r SCALE+3"=1'-D" m 7 OP gg c `g� m t� O g ACCORDION SHUTTER w 3 6 PER PRODUCT APPROVAL T- i —GLASS r o MN GLASS OR DOOR r _ � SEPARATION 13 0 :n M 0 PER TABLE I EXISTING WOOD(G=OA2) i3 APPLICABLEATTOP X z TRUSS OR RAFTER 2 AND OR BOTTOM Q a x 4 Cm 2c MAX.O.C. 1-vT1-v2" E N L IL 'A EXISTING FINISH r OR 3' MATERIAL i1 If 1/4"MAX FROM PIN GUIDE I I " o 1/2`MIN. 2"x S"x 1/B"6063-T6 ;1 i ;i W 5 6 TO GUSHING WASHER ITYP) ALUM.ANGLE W/TPIREE 'fr ' S 2'%3'x3a"%CONTINUOUS OR -( — —2,175" 3 h 114"TILE(TYP) 1/4'0 WOOD LAG I I G' 2"x2"x1/e"xCORTINUOUS I FINISHMATERIAL SCREWS WITH 2-3/4" II ,I �� 6061--T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED 11 .9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT 7"D.C. PENETR."T"IN WOOD CA 5 6 C°7 EACH RAFTER OF TRUSS, d 4 ANGLE FASTENED TO FASTENED TO ANGLE WITH I/4-20 E OR S/16"m A325 GRADE THRU BOLT La tI"'0 C. 24"O.C.MAX WHERE EXISTTNGL FA CONCRETE 14ACHINE SCREWS AT 3'FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND p1 _ AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN 3 p HOST STRUCTURE WITH EI 0 �- 1/4"0 ELCO ULTRACON TO CONCRETE/CI4U 6", EXTEND ANGLE TO iF y4"p ELCO ULTRACONS AT EXISTING CONCRETE HOST 5•'O.0 W/1-1/4-MIN.EMS. a 3"FROM ENDS AND 4'D.C. 2-1/2-MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.w/t-7/e• NEXT TRUSS. 1-N=o' FOR BALANCE WITH 1�/f MIN.EMS. IN WOOD SG=0.4 2.TO 0.55. MIN EMBEDMENTAND 2�j' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING C OIiCRE T E. 1� w r u p E MEN EDGE DISTANCE, HOLLOW BLOCK OR u a'n a CWTA48AUIKLBNfW�B STAGGERED WITH 3"MIN. NA)( DESIGN LOAD AT W-0"MAX SPAN: WOOD FRAMING,SEE 2"x S"x 1/B"CONT X z m Z r SPACING,TYP. t 52 P.S.F. AIJCHOR SCHEU. ALUM ANGLE 16063-T6) F V vaQi5-2339 OOBUILDOUT MOUNT STRUC URE D ON TYPE OF H. SCALE.NTS (MAX.DESIGN LOAD s 72 P •wc•oecnT•no�I - O PASS THRU DETAIL (/� w Hb S TRUSS MOUNT SECTION SCALE,3"=V-0" VSCALE! 99 SCALE+3"=1'-0" EXISTING HOST ALT.LEG DIRECTION 1� IEx1j�aDo�S;E1t; STRUCTURE 1/4-ALL POINTS SOLIO SET ANCHORS WITH 7/8"MIN - 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3' EDGE OF SHUTTER SHUTTER BLADES ASSEMBLY MINIMUM , 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE ` . 'iMN�C 2 6063-T6 ALUMINUM _ •.••,r�..�- TOP OR BOTTOM I ANGLES PER BEAM END,SIZE �: PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER DESIGN SCHEDULE •; p N (�; ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ OE P,; :• o- EDGE OF ACCORDION 33� �•'•• FCi P SHUTTER BLADES rE(3 _ 12'O.0 OR A'14%3/4'SMS 6'O.C, i TYPICAL j1MAX.5 fi " 3"MIN EDGE 3 16 a �Q• � m EDGE z= Uk 2.875"0 HOLE(TD RECEIVE DISTANCE MIN,GLASS 13 z z u,' p R ROUND WINDOW ASSEMBLY) EXISTING FU SEPAITATION o_ )j) N J Ti MAXIMUM OF 3 WINDOWS GLASS ORPER TABLE 2 a u�i IIII�� �w+gq PER EVERY OTHER BLADE DOOR yn 3: 1 LIGHT-N-VIEW WINDOW EDGE yr1/2"MAX 31 MIN wa by m 8 N.T.S. EXTERIOR ELEV w m DISTANCE LL K ID 16 1/t MAX.FROM PIN GUIDE N WTO BUSHING WASHER I'f YP 1 q a ACCESS �1/4-20 MACHINE BOLT W/NUT Q6 w `^4w 1/2' HOLE 12'O.C.OR 014 x 3/4'SMS 6.O.C. - ysv1 2.875'0 HOLE TO -SPAN TUBE PER �W f RECEIVE ROUND EMBED. I DESIGN SCHEDULE sad WINDOW ASSEMBLY _ 1/2' _(2)6063-TG ALUMINUM 1' ANGLES PER BEAM END,SIZE 6 PER SPAN TUBE SCHEDULE w EXISTINGHOST 1/4'0 THRFOU BOLTS SEE BEAM zm I✓! STRUCTURE SCHEDULE R REQUIRED NUMBERS E%ALL POINTS SOLID SET ANCHORS WITH 7/B'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM FF SPACING,AND 3'MINIMUM EDGE D15FARCE 0.125' - 0.032" 0.125' MAX.DESIGN LOAD=t 72 PSF o S 3 SPAN TUBE SECTION N.T.S. VERT SECTION R 9PAN TUBE SCHEDULE NUMBER OF ALLOWABLE Tl1BE NUMBER OF MOIIMUM ANOIE TUBE SHUTTER I ANCHORS PER ROUND 912E SPAN SPAN T161LLBOLT9 ANGLE - - LENGTH WINDOW TOP I BOTTOM TOP BOTTOM TOP BOTTOM TOP 18OTTT%.1 R4 rd �p1 ASSEMBLY TUBE`I TUBE TUBE TUBE TUBE TUBE TVBE TUBE , -lilt 60' 123.8' 1 13.5.5 2 2 2 3 4' 7' 3 T� 0.125' go. 10I.T 1D0.9' 2 2 3 3 r r bahi \ / ` 123' 68.0' 94.4'_ 2 - 2- 3 3 _ T r E Q 27,Bk BO' 129.1' /E7.0' 2 2 2 3 0.126' tt4.6• 1Z4_1' _ 2 2 3 _3 _T 7' �p 123• 162.6- 109.6• 2 2 4 4. 10' 10- iEEf 1 BO' 10•38. 19B.9• 2 2 3 3 r r i --)0.188• ) I U 125'' w 122.7' 155.r 2 2 3 4 7' -50' 02.875- 03.250" ) 12r 11B.4" 137.6' 2 3 4 e 10' Ix1,199 '1 80' 168.1' 240.0" 2 2 3 4 7' Io_ ilia Q@ \\ / 25175*IWA 90' 140.6"_Z29.9' 2 9 _ 4 6 10• 29 LIGHT-N-VIEW WINDOW w / D'187'' 123• 13`r 2D3A' 3 -4 5 T 13' 78 �e \ i� SPAN TUBE SCHEDULE NOTES: 10P6f3RRViRL64Y1SOPE N,T.S. 'SABIC PLASTICS SLX1431T-UL-94HB �_ �USE2'x3 x 'itx "ANGLES FOR Z'xS'a 2'x6'BEAMS. 15-2339 2. USE x1/4"ANGLES FOR 2"x8"&2'xl0'BEAMS. Icraae . 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rwo�om�Oi 4. TOP R BOTTOM BEAMS MAY BE USED TOGETHER OR 1N COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.. S. 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(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AF1D BELOW THE BEAM. 6. LAP BEAMS ARE NOT 8 7. ALL BEAMS AND ANGLESOTOE E 6063-T6 ALUMINUM. O J Q y ANCHOR SCHEDULE: CONCRETE Itl I FRANX 6s�Egxe/aov VAN 2S'MIN EDGE DISTANCE G Spans Up T.V-0'• Spans Up NN TYP NN PE COHNTYPE To B'-3" Spans Up To 12'-0" LOAD COE CO TY ��:• '.Q o ANCHOR (psf) NO PE004 y Cl C2 C3 C4 CS C1 C2 C3 C4 CS C3 C2 C3 U t5 1/4•ITW TAPCON 00.El.CO 43 16.0"16.0"15.0"18.0"18.0"18.0'18,0" 9.0" 13.D"16.0"16.0" 9.5" 5.5' 0.5" ULTAACON WITH 1-3/4' 93 16.0"16.0"L0.5"14.5'16.0"Sfi3O'12.0" 7.0'" 10.5"16.0"15.0" 7.5" 4.5" 7.5' 10_5' EMBED(3192PSI MIN CONC) 62 36.0"16.0" B.S" 12.5"16.0-16.0" 9.S' S.5" B.5' 1S.0"1S_0" 7.5" 4.5" 7.5"10.54 z Qi`l i 70_16.0"13.0" 7.0" 11.0"18.0"15.5" O.d' S.0" 7.5 11.5"15.0" 7,6" 4.5" 7.5" 30.5• 7 / 8 CDMI3INAT C'I.0�. S71TE'O 100 19.0" 7.5" 4.5" 7.5" IO.S"15.0' 7.5' 4,5" 7.5'• 10.5"I5.0" 7.5" 4.5' 7.5" 10.5" 2 K S(TYP.) 9 10 C014BINATIOFY �' 8 1/4'MILLENIUM MIIIFAST 43_18.0_ Y 15.0"16.0"tG.O"16.0"16.0" 9.0" 3J.5'16.0"16.0" 8.5" 5.5" 9.0" 13.5" WITH 1-7/4'EMBED(J275p51 53 18.0"16.0"13.0"15.0"16.0"16.0"]1.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5" 7.5" 9.5" O 70NgL N= MIN CONCRETE) 62 I8.0"15.0" B.5" t3.0".16.0"16.0• 8.S' ss. 9.0" 13.5'13.5" 7.0_ 4.5" 7.5" 9.5" //llltt l! _ W 70 16.0"12_0" 7.0'" 11.0"16-0"14_D" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.6" r�pp V _S00 13.5" 7.0" 9.5" 7.5' 9.5" 13.5" 7.0" S. 7.5" 9.5" 13.5' 7.0" 4.5" 7.5" 9.5" I s I:J �pa� yTz 1/4"ELCO CRETEFLEX 554 43 16.0"18.0"16.0"16.0"16.0"16.0 16.0 13.5'16.0"16.0"16.0"U.S. 8.0" pgg �T W/2'EMBED(3350psf MIN 53 16.0 16.0"16.0'16.0"16.0"16.0"16.0"50.0"15.5'16.0"16.0"10.0" 5s. 11.0"14.0" t•5(TYP.I 2>t S I7YP.1 w pN a_Sc gqR 0Z V03� CONC) 62 16.0"16.0"12.5"1G.0•'16.0"16.0"12.5" B.D" 13.0"16.0"16.0" 6.5" 11.0"14.0" � 1U1111T1} 70 16.0"16.0"IONS"18.0_'16.0"16.0"10_S" 7.0 11.5'15.0"16.0"10.0" 6_S' 11.0"14_0" Big 8: ari 300 16.0"10.0"8.5" 11.0 14.0 16.0"20.0" 6.5" 11,0"14.0"16.0"10.0" 6.5" 11.0"14.0" f]W w 1'MIN EDGE DISTANCE _ NOTE "S"INDICATES ANCHON SCHEDULE SPACING .�-10 c] a n c4 cs c1 cz © c4 CS Cl a cl .0 a SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: IT 1/4'ITW TAPCON OR ELCO 43 15.0"16.0" 7.5" O.U" 16.0"16.0"16.0'• $.D" 5.5" 16.D"16.0" 9.0 3.0 4.0" 14.0^ - C2 CONNECTION TYPE USING PIECE (Q WITH OUTSIDE ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6,5' 16.0"16.0"12.0" 4,5" 18.D"14.5" 7.5" 10.0" ANCHORS ONLY G EMBED(3192ps1 MIN CONC) 62_15.0"I5.5" q:5" 5.5" I6.0"18.0" 9.1. 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE WITH ' 70 16_D"12.5" 4.0" SAY' 16.0"1S.0" 7.S' 13:0"14.5: 7.5- -7- 10.0'• OUTSIDE AIJCHURS ONLY 14.5" .5" 10.0"14.5' 7.5' lO.O"14.5" 'a I/4'MILLENIUM MIIlFAST 43 l6.0"16.0"11.0-13.5"16.0"16.0"33.0_' 6.5" 9_5" 16.0"13_D" 7.0" 4.0" 5.5" 10.5" WITH 1-3/4•EMBED(327SPsl 53 IB_0"lfi_0" 8.0_11_0"I6A_' tr 1 5.0 7_5" 16.0"30.5" 5.5" 5_5" 7.5" ANCHOR NOTES: W MIN CONCRETE) 62 16.0"11.5"`6.0" 9.0" 16.0"13.5" 7.00 4A" 6.5" 11.0'•10.5" 5.5" S.S. 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING t-$ p� 70 16.0" 9.5" 5.5" 8.0" 16.0"i1.5' S.5'. S.5" g.5" 10.5" 5.5" 5.5" 7,5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE m S.S' S.S"R. 1D.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). _ _ 1-1/4'MIN EIXIE DISTANCE d = ANCHOR 7/6'SCUD 2. ENTER ANCHOR SCHEDULE BASED E. THE TDESIGN EXISTING STRUCTURE MATERIAL, °u ANCHOR PO NTS EMBED 4 Cl C2 C3 CA c_ Ci C2 C3 C4 CS Cl CZ C3 C4 0 ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOADSELECT GREATER THAN OR T 114-20 SS MACHINE SCREW _93 16.0"16.D'_8.5" 10.5'16�0 36.0 12,0 5,5" 7_5" 16.0 12_5" 0.5" 3.0" 5.0" 10.D" EOVAL rO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (J000pW MIN CONC) 53 16.0"16.0" 8.5" B_0"16.0"1fi.0• 8.5' 4.D" 6.0" 1'S�5"10_0" 5.0" 9.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E 62 16.0"11.0"5.0"7,0" 5,0"1L5- 6.5" 3.5^ 5A" 10.0"10.0" 5.0" '1.0" 7.0^ 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECRON TYPE. o 16.0" 9.0" 4.5" 6.D' 3fi.0"10.5' B.0" 10.0" 5.0" 4.D" 7.0" 3 4. EXISTING STRUCTURE MAY BE CONCRETE,AST4 C-90 HOLLOW CONCRETE 100 10.0" 5.0" 4.0" 7.D" 10.0' S.0" 4.0• 7.0" 100" 9.0" 4.0' 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 1/4'ALL-POINTS SOLID-SET __ 3'MIN EDGE DISTANCE _-,-, ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR w/7/8•EMBED® Ci C2 C3 C4 GT CI C2 a C4 CS 'c1 cZ c3 u cs CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 114-20 SS MACHINE SCREW 43 16.0"I6.0"16.0"16.0"16.0"16.0 16.0 11.5 16_0 16.0" 11.0" CONNECTION TYPE. (30DOpsl MIN CONC) 53 I6.0"16.0"13.5'16.0"16.0"1fi.0"34.0" B.S• 13.5"16�0"16.0" 8.5' S.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE § 62 16.0"16,0"30.5'No-16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 9.5" 5.5" 9.5" 12.0" ONLY. 6 s� 70 16.0' 15,0"9.0" 14.0"16.0"16.0" 9.0" 6.Ir ]0.0"33.0"16.0" B.5" 5.5" 9.5, 12.0" 5. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED Fi 100 16.0" 8.5"1 5.5"1 9.5" 1Z.0"16.0" B.5" " 9.5.55" 12.0"16.0" 8.5" 5.5" 9.5" 12.D" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT L. -.IS!MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4 POWERS SS DROP-IN _ FINISHES. W/I/4.20 SS BOLT AND Cl CZ C3 4 CS Cl C2 C C3 C4 CS Cl C2 C3 C4 CS �J 1'EMBED(3000psI MIN 43 16.0"16A65 �W.1 �60' ' 16.0"34.0" 0.0;" 12.5 16.0"14.0" 7.5" 5.0" B.0" 11_5" 7. VARY FIEI.DSVE(UFYTFIVAT FRASTENE0.S ARFRAMING, 1 MNTON ADEQQOUA7F WOOD CONDITIONS F AF DITdGONS a 9� SS CONC) -53 xi.-,16 16.0" 9.5" 6.D" 10.0"16.0"11.5" fi.0".4:0" 7�0" B.o" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR E G� 62 16.0"12 34.5 7.5' 5.0" 0.5" I1.5"I1.5" 5.0" 4.0" 7.0" B.0" SIDE CLOWRE PIECES. 70 1fi.0"ID 12.01' 6.0" 4.0" 7.5^ 8.0" 11.5" 6.0" 4.0= 7.0" 8�0" IC Sl¢if IY Bga IDO 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5 fi._ 4.0" 7.0" 0.0'm 8. WHERE LAG SCREWS FASTEN TO NARROW FACE 4"TINSTUD FRAMING,FASTENER 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED 1N CENTER OF NOMINAL 2"X 4•(MIN. WOOD STUD.3 4' L/4•POWERS SS O0.0P-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. �G SCREWS SHALL e W/1/4.20 SS BOLT AND C3 C2 C3 C4 Li Cl C2 C3 OS CS Cl C2 C3 C4 CS HAVE PNILLIPS PAN HEAD OR HEX HEAD. 1'EMBED(3000PS1 MIN 43 16.0"16.0"150 16.0"16.0"16.0"14.5" 9.0" 13�5"16,0"IS.D" 7.5" 0' 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN p A CONC) 53 16.0"18.0"10.5'15.0"16,0"16.0"]0.0" 6.5'" 30.S"16.0"12.0'' 6'0" " BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFE" 8.0" 12.5"16,0"15.0 B.0" S.0 9.0 12.0"12.0" 6.0" S' HEAD(SIDEWAU'C BOLT),U.O.N. 70 16.0"30. 7.0" 11.0"16.0"12.5'• 6.T' 4.5" 8.0" 9.5" 12.0" 6.0" 5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 4.0" 7.5' 8.5" 12.0" 6.0" 4.D' 7.5" 8.5" 12,0' 6,0" 5" * �o 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, R12 SMS W/2'EYEWALL CI C2 C3 04 CS Cl C2 C3 CA CS Ci C2 C3 1 OT 1 CS NUT OR WASHER WINGNUT. ¢pnpllRWSILRtsWmoPE ARMOR INSERT W/2'EMBED 43 16.0"I6.0"11,5'14.0"16.0"16.0"160' 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 (2000psl MIN CONC) La 53 16.0"16.0" B.5"11.0"16:0"16.0"I1.S" 5.5' 8.0" 36.0"19.0" 7.0" 3.5' 5.5" 10.0" _ A 62 16.0"1S.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.S' 14.0"14.0" 7.0" 3.5" 5.5" 1DAY- 1Z WHEN ANCHORING TO HOLLOW BLOCK SDI PACTDRILL RILLSSHOU B NOT BE USED INSTALL erw0 d -1_l DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL rAee orsatlrnasO 70 16.0"12.0" 6_0" 8.0" l6.0"14.5' 7,5" 4.0" 6.0" 10.5"14.0 7.0" 3.5" 5.5" 30.0" CONCRETE SCREWS TO HOLLOW BLOCK ___ _____ 100 14.0" 7.0_' 3,5, 5 5" IOA"14.0 7.0" 3,5" 5.S' 30.0"14.0" 7.0" 3_5" 5.5" 10.0" EIZ SMS W/2.75'EYEWALL 43 16.0 16.0 I6_0"16A"16.0"16.0"16.0"10.0"14.0"I6.0"16.0"11.5' 6.0" 9.5" 16.0" ARMOR INSERT W/2.5' S3 I6.0"16.0"12.0"16.0"L6.0"16.0"15,0'' Y 11.0"16.0"36.0" 9.0" 5.0" ED" 13.0' 99 EMBED(20DDPst MIN 62 CONC) 16_0"16.0" 9.5" 13.5"16.0"18.0"11.5, 6_5" 9.5" 36.0"I6.D" 9,0" TO" B.0" 13.0" 70 16.0"16,0" KO' 11.5"16�0"16.0" 9.5" 5.5" B.5" 14.0"16.0" 9.0" 5.0" B.D" 13.0" () IL 100 16.0" 9.0" 5.0" 8.0"0.0"16.0" 9.0" 5.0" 8.0" 13.0"15.0" 9.0" SA" MF RW 14IN EDGE DISTANCE EM Mmi 11 mi ' • ,1 ' EN ���®E��®® Em TI 1 i XMIN EDGE DISTANCE no UAKWUMON/Mmummmma Mum M Em ONO ® %//f/%// ® / / o VIA ;....,. 101 ®%///EUm ■QQQQQQ©QOQ[�!©QQ©QQQQ®QQ©©©QQQQ ram"i"/ '11/111 V/////,711110 F11111A 9 1 NE ERI ■Q©QmQQQ©QQC•ElQQm©®©Qm©QQQQ©QQQm© ������` pmo ia''%ii%51 �ii/�i�'ai �/��ii�ai� �/�,/�iiiiii/y�/i ' iii��.�� = _ 'i//%J�////�f,%/////�%%/%%�/�%////%%///.I'/6'//!/%//%'.%////�////�Qy/////�.L�M�%//%i%/////r�l M�%////%////LEA iwmI m a m /O'///////.EL MEMOMMMKamm/////.® W//%i 10 4. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PR WKL BENNIADO,P6 `I311111111 0PEOMS49 Iv .'•t51 EDGE DISTANCE r14`••• _ �i Stuns Uo To 6'-0" spa,Uo To 8'-3" Spans Uo To IV--O" LIC LOAD CONN TYPE CONN TYPE CONN TYPE o ANCHOR (Psf) o P- m C1 C2 tl C4 CS Cl .C2 tl C4 CS ClCI C2 [3 CI CS 0104654 •12 SMS W/2•EYEWALL 43 16.0"I6.0" 7.5" 9.0" 65" 15.5' 8.5" 4.5" 4.0" 7.0" 3 ARMOR INSERT W/1-1/4' 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5,0" lI.O" 7.0" 3.S' 3.5_5.0 _-u UI *- ry EMBED 62 14.0" W. 4.0" 6.0" 14.5" 9.0" 4.5' 4V 7.0' 7.0" 3S" 3.5 5.OT Q.• •,1� o m 70 11.5' 6.0" 3.5" 5.5" 12S' 7.55' 3.5" 3.5" 5.5' 7.0" 35" a.5' S.0" �T'•, STATE OF W m x o0o vvvv - -- --__-- _ --_ ,c� ¢ 35' 5.0' ANCHOR SCHEDULE: WOOD (G=0.55) 3/4-MIN EDGE DISTANCE Soma Uo To 6'-0" Spans UP To 8'•3" SpensUp To 12'-0" 1J co W ggggTTyy tt$- j LOAD CONN TYPE CONN TYPE CONN TYPE Z _ ANCHOR (P� Cl C2 1 C3 C4 I CS Cl I C2 I C3 I C4 I CS I Cl C2 I C3 I C4 CS w u N u�7 NNgg z 0 1/4•LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0"1 16.V'15.0"14.5' 4.5-16.0" 16.0" MIN THREAD PENETRATION 53 16;0"16,0" 8.5" 50.0"I6.0"16.0,16.0" 6.0" 7_0' 16.9'16.0'1LE 4- SA" 16A" !3N W ix 62 16.0T I6.0" 7.0" 8.5"16.0"16.0"L4.5" 5.0" 6.0" 16.0"1L5" 4.0" 5.0 16.0" O W a==X11AC- -70 I. 16.O" 6.0" 7.5" 16.0"16.0"12.5" 4.0" SS" 16.0"16A"1LS' 4.0" 5.0" 16A" Wi 13 _ _ ___ __ 160 S6.D"11.5' 4.0" 5.0" BY 16.O'11.5" 4.0" 5.0" 16.0"16.0"SLS" 4.0' S.0" 16.0" 7/16•WOOD BUSHING WITH 43 15.0"16_0" 8.0" 10.0"16.0"15.5" 8.5" 4.5" 7.0" IS_5' 8.5" 4.5" 4.5" 7.0" 1.13•MIN EMBED A 1/4.20 53 16.0"105" 5.5" 8.0" 16.0"11�0" 6:0" 3,5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" 55 MACHINE SCREW 62 14.0" 8.0" 4.5" 6.S- 14.5" 9.0" 4.5" 3.0" 4.5" 7.D' 7.0" 3.5" 4.0" 5.0" n m0 "Latmn 70 12.0"-CO" 3,5" 5�5" 12S" 7.5" 3:5" 4.0_' S_5• 7.0" 3.5" 4.0" 5.0" �' rf''fuw� ___-_. .. _ _ - 0".- SDO 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" S.D• 7.0" 3S" 4.0" 5.0 3 914 SMS OR 014 WOOD 43 16.0"16,__0"12.5"14.5"16.0"16.0"16.0" 8.0" 10.0"16.0"16.O"I1.5" 5.0• 7.01' 16_0" It 'E SCREW WITH 1.3/4"MIN 53 16.0"16.0" 9_0" 11.5"150"1E,G"15_0" 6.0 8.0" 16,0"16.0" 9.5" 4.0" 5.5" 13.0"THREAD PENETRATION 62 I6.0"I6.0" 7.5" 9.5" 16.0"16�0"11.5" 5. 70" 16.0"16.0" B.5" 4.D" 5.5"13.0"0"168.5" 16.0"16.0"10.0" 4.5" 6.D" 14.9-16.0" 95" 4.0" 5.5" 13.0" - O9. 0" S.S' I3.0"I6.0" 9.5" 4.0" 9.5" 4.0" 5.5" 13.0',ANCHOR SCHEDULE: WOOD (G=0.4Z)3/4-MIN EDGE DISTANCE"_� _.__""-Spans UoTo 6'-0" 5oans Uo To B'-3" U To 12'-0" LOAD CONN TYPE CONNTYPE CONN TYPE 'E ANCHOR (P� CI C2 C3 C4 CS Cl C2 C3 CA CS CL C2 C3 C4 I CS114'LAG SCREW WITH 1.3/9 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5- 3.5" 45" 15.()MIN THREAD PENETRATION S3 16.0"16.0" 6.51' 0.0" 16.0"I6.0"12.5' 4.5' 5.5" 16.0"15.0" 7,5" 3.0" 4.0" SL62 I6.01'16.0" 5.5" 6,5" 16_0"16.0" 9.5" 3.5" 5.0" 15.0"15,0" 7.5" 3.0" 4.0" 15.7Dd70 16.0'13.5" 4.5" 6_0" 16.0"16_0" 8.0_�3_0 4.0 11.5"1S.0E 7.5" 3.0" 4_0" ILO" 9 g+ " s 100 15_0" 7.5" 3.D"' 4.0" 11.0"15_0" 7s' 3.0" 4.0" 11.0"IS.0" 7.5" 3.0" 4.0_' 1L0•' 9 W !t4 SSMS OR i WOUD 43 16.0"16,0" 8.5'_70.5"16.0" 12.5' S.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5' Oo SCREW WITH 1-3/4"MIN 53 16.0"I6.0" KS" B.0"16.0"16.D"". 8.5" 4.0" 5.5" L6.0"10.5" 5.5" 2.5" 4.0 7.5" o THREAD PENETRATION 62 16.0"13.5" 5.D" 7.D" 16,0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5,5" 2.5" 9.0" 7.5" 16_0" 9.5" 4,5" 6.0" 16.0"11.0" 5.5" 3.0 4.0" 8.0" 30_5'; 5.5" 2.5 4.0" 7.5" 100 10.5" 5.5' 2.5"4.0" 7.5"1O.S' S.5' 2.5" 40' 7.5" 30.5" 5.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK eWlddq °(' 4"MIN EDGE DISTANCE - LOAD 5oans U_�o 6_D" 5oans Uo To 8'-3" Spans Up TO 12'-0" E CONN TYPE CONN TYPE CONN TYPE SS o ANCHOR (P61) Cl C2 C3 C4 CS Cl i C2 C3 C4 CS Cl C2 I C3 C1 I CS x 5/16•11 W TAFCON XL W/ 43 I6.0"16.0"16.0"16.0"16.0"16.0'16.0"15.0"16.0'I6.0"16.0"15.0" 9.0" 14.0"Sfi.O" ° 2-1/4'MIN.EMBED 53 ME 16__0.16.0"16.0"is. 16_0"16.0"11.0"16.0"16_0"16_0"12.0" 7_5'.12.0"16.0" 62 16.0"16.0"lA_0"16.0_1fi:0_'16;0:I5.0" 9.0_' 14.0"16�0"16.0"12.0" 7,5" 12.0"ifi_0" R 70 11.5"I6.0"I6.0"16.0"12.5' B.C.L6.0"�12.0" 7,5�12.0_',N16.0" E IOD 16.0"12.p 1.1 12_0"16.0"16:0.12_0" 7.5" 12.0"160, 1fi.0" 5 5/l6''KIN. ULTRACON W/ 43 I6A"16.0"110.5"14.0' 16.0"36.0'10.5" 6.5" 9�5" 16.0" 9.0" 9 2.1/4•MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0' 7.5" 7.S' 13.5" 9.0" 6,5'• WPOI6i011WKL303WmOPE �m 62 16.0"10.0" 6.0" 9.0"'16,0"11.0• 5.S' 6.5" 9.0" 9.0" 6_5" 15-2339 S 70 15.0" 8.F 5.0" B�U"I`15.5" 9.5" //, 5.5 7A" 9.D" 6,5' y 100 9.0 S.5 66.5 9.0" 6.5" pAOR OE90IIPT10111 t9 8 2"MIN EDGE DISTANCE _ _ Cl C2 tl C4 CS__CL CZ _C3 -CA_ CS Cl_ �2 C3 CA C5 *12 SMS W/2"EYEWALL 43 I6A"16.0" 7.5"'3.5" 5.5" 11.5' ARMOR INSERT�W/22'=EMBED 53 16.0"16.0" 7.0"1 9.0" 16,0"16.0" 9.F' 4.5" 6.5" 16.0"11.5" 6.0" 3.0' 4.5" B. f� �•'� 70.16.0"10.S' S.0" 6.5 16.0 12.5 fi.5 3.0 4.5 9?0' 115",6.0" 3�" 45" B.5" 9 FOR ANCHOR NOTES. MEET 'I I _ -11 - "- _ L( 300 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" B.5" 11.5" 6,0" 3.0" 4.5" 8.5"