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°Ii .1' ..tis.. ( 11#i•. i•fMi.§%`� - f BCIS Home Log In User Registration Hot Topic ; Submit Surcharge Stats&Facts j Publications ; Fac Staff i BCIS Site Map Links Search dbrHonda y Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Applimtion Detail l `M,�.• FL CL-1375-7-R6, Application Type Revision Code Version 2017 Application Status ;--A�p-pr—caved' Comments Archived Product Manufacturer •Town and Country-lhdustries Address/Phone/Email 400 West'McNati Roai3" ^`- 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,corn Quality Assurance Representative Address/Phone/Email CategoryS� hatters Subcategory Accordlon;r 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. �r Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.adf FL13757 R6 COI Indeo2.odf FL13757 R6 COT Inden3.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 t � Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eaulvl odf FL13757 R6 Eouiv Eouiv2.odf FL13757 R6 Eauiv Eouiv3.odf 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 FL13757 R6 AE Evail.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13 :i!2) Streaml&_MuttEr Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 IT Dwo2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eval2.Ddf' span/pressure combinations and additional limitations of 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 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.Ddf anchorage,etc. Created by Independent Third Party:Yes 6a:k Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA(FEO 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 mail.If you have any questions,please contact 85D.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However emall 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: W"Pa®Z Credit Card Safe 6.8 STREAMLINE SHUTTER „1E ff/// /RANKL BEKIU9DOI P.E. \`\\ 4. 6519 FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES; Na PE004654 _ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING -* - CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH THE HURRICANE ZONE,AND THE INTER ATI TIAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH- WI).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN 1 O'% STATE OF Yy ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION m c� 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE % SS•.O.......•' m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE � d0 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ////N' 'E'III �m PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. f zR 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/21]2/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED Y A 1.5 zm pg SAFETY FACTOR. N 9 m C1 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND PLAN vttw ZONES,1N ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL j�� oN �`� 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 �11I/yYal/I// LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 'o w O W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE 0.0 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 e. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC W N SITE 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL i a ONLY BEC USED IN AL USE OF THESE WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER GIG15-23 OF THE FLORIDA ADMINISTRATIVE CODE. to 0 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE F $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ' VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. f =c 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL HER .. DOCUMENTS. HURRICANE PRQTECTION BOTTOM xm- 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING ---- a OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK SFALEb BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND]USTIfY THE LOOKING MECHANISM,SEE g DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 13. EACH SHUTYFJt ASSEMBLY SHALL BE PERMANENTLY LABELED WIITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o g 1NA RMA N TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION a $ FORT LAUDERDALE FL 1 SHUTTER ELEVATION MISSILE LEVEL D-ASTM E188� E1996&E330 TAS 201 202&2d3 f3 TABLE 2• N.T.S. EXTERIOR ELEV FLORIDA PRODUCE APPROVAL NUMBER 1 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM MINIMUM TENSILE STRENGTH OF 60 K.S.I.,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. FACILJTIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SH�� 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 6 a si 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10'. SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s3DIA13OVE 301 ABOVE 530'ABOVE >30'ABOVE E 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 4 & 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2J ADDITIONAL BLADES OF SLACK. 72" 2-1/4" 1.618° 2-310" 1-518' 23. SEALANT SHALL BE USED ON ANCHORS OR TTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3-1/2" 1-718" 3-518' 1-7/8' TABLE 1 NOTES: p m TABLE 1: 120"' 4-11. r 4-114" 2' e p tl 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144 4-71B' 2' 5' 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE a MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: -� SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. OpPnpp DROfcLBIYAooPE AT EACH RESPECTIVE SHUTTER SPAN. 2. NON- VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FIOAID7C- 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS -3..N0 SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN PRESSURE PREBBURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SrAm DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". FAO.ona�rsoN° (EBF (PSF) 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 2-718'MINIMUM SEPARATION PROM GLASS WHEN:5 3D'ABOVE GRADE,AND 1-5/B'WHEN>30' , ABOVE GRADE. i 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETW 9t7' 70 70EEN THOSE 1'I INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 120' 53 fi3 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144• 43 40 _ E1996-09. _PROJECTION VARIES ��,,pC�K•" _ 2,874' •T-- 4.874"MAX. �`<•: L s••• }-0.115• I •T- '�F•i• NO PEDDa 0.062" 0.450' o D•OBO' 6�q _ T g 0.125' 1.830" 0.062" ^�• _.Z�1 * •O 1.708" 0.100• ri 0.080" 0.063' 1.708' 0.100" -t - '0 0.195' o �- r 2.820. STA OF •o•I m -1 -_ 0.195" 0� 096 _ ` 0.060" 0.070' ry 0.060' (n••:.c -r 0.630' -� 0.630• 0.062"�y 1.908""' �ORIDA t 0.125' •1- 1.993"� /O•-.... •• F m I 1 0.630' �� 0.062' 0.630' 0.06.2'1 n• 4.069'�}-X0.971" }0.971"�L 0.143' 0.143" � _U96'I y N/I�II �_ Z I _ o ( -r-1• (� a. 0' O.O6r• 1•:970"4 N Ir 0.630' 0 3 a �-3.069" O.D62 0'200' ,1.069' 0.062" 0.200' �•- r ••• f 0.630' 0-06•�� I 0.062 rn ��� D g SUPPORT LEG OPTIONAL) }-1.069"y 0.062 }-1.Ofi9"-+ D.062'To-. W v. 5.745'MAX. 9 5.745"MAX. C� (� N6m WALL_- `� O BUILD OUT WALL 3 STREAMLINE CEILING TRACK �J STREAMLINE WALL TRACK O HEAsVYiEAQER-.SILL O LITE HEADER SILL ill m O'SC�AIALF-SIZE SCALE:HALF SIZE O SCALE:HALF SIZE `� SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE �O J WHERE SHOWN,SCREW BOSSES OL FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- 2.655" 0.875' 0.510' I 2.195" -1.230' ' 1225" I I 0.060' r �jII 0.105" OR 0.7 $ .`, :. :_.?S•'��r�: I----'r I�r7a. sa"g�T13i�1 --2.655• ri TnI. i I 2.362'•--� 'I Oj I n o LO.105' I� n ._.1.. 4.84' D� 2 ).831' !O ry 1 1.069" 0.075' 0.075' _ 0.- 4.510'- .6c 3 4.510' 1-0.994-1 tlre ! o NOTE:TESTED THICKNESS OF $ 4.530'--f 4 -3.506" BARE METAL W/O PAINT IS 0.039' 770SILL SILL ADAPTER Og EXTENDED SILL 7p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM �3 6.8 5TRE=AML^IN_E StA--TT /BLADE-7 �c SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SSAL-E+.,HAL�SIZE P111 5 SCALE:HALF SIZE G -0.1150.4 O.OBO' 0.S90" �l- 1.570' - 06 0510 0.143" - 0 .070' _LO 245' 0.143' 0096 � 0.0 0058000.06B.-ft--r 0.117" 4.753' __ 090' 0.096" I-O.IBD' • 0.080, a'jl,yygt�-0e sa 5 0.044' 0.227' 0.682' 0.630' 0.060" _Ili. a:el7alrBw[LBIWw➢L I O 693^ 15-2339 NOTE:THICKNESS OF BARE 2•B22" }--1.625"� 0.420" , _ - '� METAL W/O PAINT IS 0.039' poll.B1t �g 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6_8 STARTER 18 WALL SILL CLIP Q WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE. SCALE:HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE 99 `IIIII1111111// IPmW6549� '/P. 1.950• �. K R-1}-0.125" r0.610" STAINLESS ASSEMBLY STEEL - 0. Tr7AF AL MNYLON UM HER OR ���Q.PN'•�!• 7 �. y-}--. ri. 0.357" �,M0.320"0LE 0'S0" 0.276' :•U0/'eppp 'p z � 310 x 2-3/4"430 HT S.S, s5 9 S 0.880 NYLON H U v m INTO SCREW W/TC ULTRACOTE T--• 0.591• _O 6549 WHEEL O 0.120 d r N 0.05 1•- INTO COATING T --}1 p n r �- TRACK (TYP TOP&BOTTOM) n 0.062"-tt- 1 ST .I 1.100"-} t_.. -0.240" %In�•. � Op m i 1LNYLON BUSHING W/WASHER 0.750' 0,154' 0.137' / I 7YP.AT EVERY OTHER 0.970" 7116"0 x 1/2'@ INTERIOR JOINT TOP �.{,[ ZZ ONS ('j\ [( v_N 4't r _S.MAX. INSIDE JOINT AT TOP. 7/16"0 x1"0 INTERIOR JOINT BOTTOM 7/// EN 111 �w o .Z CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1I I t 1111 �� PH. 19 ANGLE HOUSING-ZINC DICASTPOWDER COATED a 22 ROLLER=ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT E9 P zb SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE IxJ e 5CALE� .CALF jSE SCALE.HALF SIZE SCALE:HALF SIZE z L a OR KEY/THUMB TURN OPERATED INSIDE. W OH 9 O f{o.zsD• 23 IBR'A55'PUSH.LOCK °�� OPI;'SCALE.-HAI F:.SIZE) 01 W Ax O W " `�R0.155" 1.978' 2.125' too 0.236' ---1.742" 0.286" L.603" 4.000" 0.267' .{ RD.500" 0.500" --1.710" -1.224"- C, _ 0.623' 0.531" Fi r 0.790° 0.090' 0.319" 0.531' - 0.084" ,4 tf o 2.250'--} _j_ 0.09 rn \6 0.607" I 0.607' $ lu 0.250' I I I 11 0Fl. ':. t F,, 0.118"� Y0.224' 0.239'- f', y I2.000- II 0.060" 0.496" I r0.240" .� L- •+.:.+ .i•+.+ " .m P� 2.000"--"t �t J-...- �i.. I I '.5� 1. D.- 1.758" r 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.47fi" L - 0.240" ?m. SCALE HALF 512E SCALE HALF SIZE 0.16R' 0.222•-T(- 1.001 0.062.0.062' 0.062" �-0.176' 30''LIIJIMATECK� 31 MALE BOX CENTER 32 FEMALE BOX CENTER " ,.SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE -4-0.062' c g 5.500'x 13/16'WIDE- - 7/16"0 STAINLESS A lfi7' STEEL NUT fn 0.125' iv- _. 0.438" _0.188" 5/16-18x1 MACHINE SCREW $g Ty".. 5/16"¢INTERNAL STAINLESS STEEL ^F: °„J "' 0.121• .L4.500' 0.689° POWDER COATED,ZINC DIE-CASs THREAD m 6�5 ISI SECTION A HEAD STYLE VARIES J_ 1.0so•4 72 OF LTA Mo EL 2p 2 36:T LOCK-ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW 1 a ee INDUSTRIAL SYSTEMS (OPTIONAG SCALE-FULL SIZE SCALE:FULL SIZE `S �',-,0.254" 40U 4Ob 4OL 35 BOX LOCK SCALE:HALF SIZE ry '1 0.319 END STRIP 1" g sI g1 st SCALE,HALF SIZE t--2.000'-t 2" & 3" EXT -1 T-0.125- �--1.625' SCALE: HALF SIZE Rtl � D.12s' g -0.125' OWmIaIOmVIILtiNWODPE 0.250• o $ 0093• 15-2339 "i i tF tu Mgt&tSL1D/fIQl1 7.000' ----I 9 i "-END�STRI 21 1.5"x3"x0.093" ANGLE pg 2"x3"x0.125" ANGLE 3g 2X7 ANGLE SCALE HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE • \11/1EOM6l�/ARDO,IP.E ANY ANCHOR PER ANCHOR EDGE DIST. /! ~ SCHEDULE 181O.C. EXISTING DIST. •.L3 GLAZING SEE END STTUFI�1L�" - SCHEDULEFORP1Tv-.' No E004 �•0 ' ry A ,ANGLE EMBED SPAN WHEN US - HW: �s1 20,40a,40b OR�IG LEG D RECITON II II V / 1/4- OR 6.8 START R,p EMBED. '7 (INTERIOR) !T,�=_ •�r y ONO 17 7C 17 - -.IMAX. WITH 21 OR 2Fry Q ,6x p '/.•} MIN.0.062"THICK 6063-T6 ALUM. 3v (ANGLE LEG MAY BE REVERSED) 2t 25 `•� „ EDGE;4D-- - (FA)STEN ANGLE TO TRACK W/ I 1 I = DIST, ANY ANCHOR PER ANCHOR C20RNER TOP 9 O7TOM1i;AND eft Qu v INS AT SCHEDULE 18'O.0 EJ i�a W ATTACH TO 6.8 STARTER R 13 13 +►12 x 1/2"GALVANIZED OR Z 13 �� 112 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16.0 ALUM.POP uj ry 9 Q{ 3/36'0 ALUM.POP RIVET,00.1/4-20 RIVET OIt 1/4-20 MACHINE �- 6.80"—(TY P 1 3D ALTERNATE END STRIP DE AIL R� --� USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT a NUT @ 18.O.C. BOLT NUT�18"O.C. (EXTERIOR) 5/16-18�fUMB SCREW INTO THREADED !MIH 6.8 S f AR SER AND ANGLE IA w d IN INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ G W y FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN E SCALE 3"=1'-0" 1'HEIGHT. I•BIO(2.7-) 82 08" F 72 �1 C /0 214"USE(11 BRASS PUSH LOCK 132 OR ) /16-18THULOCKING DETAILS FOR 2•&0(3.7') 62 SEE END STRIP SCREW I 0 THREADED CENTER MATESINSERT 77 A71/3SPAN / SCHEDULE FOR MAX. ={�TO 2/3 AN FROM _ SHOWN ON RANDOM ® SPAN WHEN USING BOTTOM OF SHUTTER 30 DETAILS 3'B/O(4.7') 8 {� yg�17r, 20,40a,40b OR 40c,RECEIVING MOLE SHAI-L BE 13 7— l7 N�a1/4" OR 6.B STARTER3/8"MAX WIDTH.UP TO s l-1"HEIGHT, 30 ALT.1'B/O_ p, MAX. WITH 21 OR 25. Of 2 < 70 112 81 USE APPROPRIATE132 7' STARTER STRIP 70 S 8T PROVIDE CLOSURE x0.083' FOR 13 57 6' y7JBUILDING CONDIBONS.Go 23 z1 9 '1FASTEN STARTER S I RIP of TO TRACK W/(2)tl I0A1" .2 �* (INSIDE) SCREWS AT CORNER,TOP I 3012846 ize ALTERNATE END STRIP DETAIL a BorroM ANY TRACK W/SCREW SCALE.3"=1'-0" BUSSES. w d%,, 111' R znI V W SILL L 4 FOR GREATER SPANS OR LOADS THAN C3 W SHOWN IN END STRIP SCHEDULE,END �• p O STRIPSAW E A 1'X••.090'CUP ANGLE a �� F N MID-111,SPANU9NG E1,114-I'T ANOIOR TIE EXISTING GLASS Z SCREWI SCIRDUIEa YTO EN•TER S 0 I v 13 SCHEN OR I/I•x160LTT0 ENO STRIP. 71 30 Q ow USE(1)BRASS PUSH LOCK (INSIDE) °� � USE 111 BRASS PUSH LOCK r OR 11)5/16-10 THl1MR DR(1)5/16-18 ThiUMB 30 T3 ��a SCREW MA 0 THREADED ,/ 8 SCREW 1 O THREADED a'- INSERT 37 AT t/3 SPAN SILL 4}§g INSERT 7 AT 1/3 SPAN zDg TO 2/3 (SNP.L')AN FROM TU 2/3 SN FRpM ='LK¢ BOTTOM OF SHUTTER e BOTTOM OF SHUTTER (OUTSIDE) R RECEIVING HOLE SHALL RE d 3/8"MAX WIDTH,UP Tb- I" p 1"HEIGHT. 23 y CC1 TYPICAL'OUTSIDE CORNER CLOSURE j �•R O DETAILS WO/CORNER POST — NTS 13Cp 87D mPILRWML0wWWPE 13 \ 31 215 " 3 (OUTSIDE) 15-2339 `-SILL USE 111 BOX LOCK AT 1/3 SPA14 TO 2/3 SPARFROM FMDD[fQU/DOIIL BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F CC2 DETAILS WO/CORNER POST Yg MULTIPLE SHUTTER ASSEMBLY ,' (S✓J SCALE.3`= -0" NTS d I EDta I 1 FLIM L OEIINIIROp.RV_ CI CONNECTION TYPE '�9�Mi7Y7J77J%j�,��•�,1 REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING Cl CONNECTION TYPE 7' MAX. - 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" _ W/NUT @ 12"0 C OR / ( \ SCHEDULE FOR MAX. ® 816 SMS @)6"0 C \ SPACING 1�2' (TYP.TOP 8 BO7TDM1 -,� - �pN 7F l� O 77 .a 2 FASTENERS ALUM. TUBE ,I Lw � S,T EACH ANGLE- G063-T6 ALLOY , - 5 OR 6 OR SEE �IBLE A FOR SIZE. on 6J i/1S ''. ` 1"x 2"x 1/8" 'I /L •• I ALTERNATE 7HRU BOLT 2� OR 2"x 2"x 1/B'. 1/ I; Cl CONNECTION TYPE MY GLASS Ix ALUM ANGLE ° ' .___ ._._ REFERENCE ANCHOR SEPARATION F O ul _ Y SCHEDULE FOR MAX 13 I I•J •�•• I SPACING PER TABLE 2 iZry K000 THREE 3/16"0 ALUM, ° /fi III GLASS = ¢m WW $'�� E I POP RIVETS OR �.� I OR DOOR�I vai a THREE 012 SMS,TYP. ° 17 � 11 R=�~ NKti 3/16"D•ALUM POP j If Illl III 17 RIVET ORN12 SMS I •� ACTEMS 'DO ul p ,t,ABL�A(CV) ow p 1B"O.C.I7 Y 1 \ I•�-:__.__-__ / kry•97f= --_ (S�OR OR w= MIISSURE VS ALLOWABLE LENGTH __` w T "'N f5F Z•N08/0� 3')3'x178' MAY USE MALE OR V' 0 \ ul% FEMALE LOCK-SLAT w O ALTERNATE THP.0 BOLT 1/6"MAX FROM PIN ' 61 130' 18r 13 C5 CONNECTION TYPE CI CONNECTIO14 TYPE GUIDE TO BUSHIN 2_ 21•1 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR � �����--�' \ WASHER(TYP.) = k CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX, 6I 119' 172' N75 SPACING 92 114' 165- 16x3/L"SMS @)9"CC �� ANGLE TO TUBE CONNECTION °, y 102 110" 16(' �� ?rn m G -- 2"x 2"x 125" OJp 121 109• 117'-- TABLE B(CU) EXISTING HOST EMBED 6063-76 ALUM TUBE Zm7 150 gT 131' STRUCTURE - u� 2 111• PRESSVAE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 'Q p5F WIT}(9f0 13*Q'1�p EDGE DISTANCE REFERENCE ANCHOR i8 SCHEDULE_FOR MAX E SPACING C O 63 IS]' 166" -FASTENER(a1 18"0 C, /\\ a 72 107' 1ST (USE ANY ANCHOR SHOWN C1 ALl'ERNATE BUILD OUT MOUNT SECTION 02 101' LIT IN AN SCHEDULE) ` SCALE 3"=1'-0" m 92 99, 139, / o 102 90' 13Y R 120 B3' l72 w h150 79' 109" / 1W fi9' 99' w u r-3/16"m ALUM.POP GLASS 31 2'x2"x _ � 3/16 RIVET OR 812 SMS 090"6063-T6 MN GLASS —13 j u'_=O R al 18"0 C. OR 1/6-2p ALUM TUBE TYP �! EPA ATM � z u w a � 17 LQ F PER TA LE � O ul, a NUIBBOLT(TYP.I 4p1 2 X OZ m r� a ALUM. TUBE RIVET OR 812 SMS i a OR DOOR qo ti H 6065-16 ALLOY lm 18--O.C.(TYP.) [ a o --- m a 11 a SEE TABI. 8 FOR SIZE. 2 FASTENERS x ALUMINUM US ANGLE � EACH ANGLE ALUMINUM ANGLE 093"6063-76 OPTIONAL ANGLE INSIDE 3 THREE 3/16-0 ALUM ORIENTATION TYP. • 6 p ALUM.ANGLE,TYP 77 - 17 - W 5 6 G ;q6 o POP RIVETS DR 17 THREE R12 SMS,TYP W E-O E 0 1"x 2"x 1/8" ¢' OR 2"x 2"x 1/8" REFERE14CEnANCH04 �yL 13 ° ALUM.ANGLE -'�''- - SCHEDULE FOR MAX -USE MALE OR FEMALE SPACING 1XIPTN116118MIL6N7WP8 LOCK-SEAL' — --- —EXISTING CONCRETE, 15-2339 13 I3 BLOCK OR WOOD FRAMING z amlti� A (OUTSIDE) EF_ INSIDE SILL MOUNT SECTION FARE OEM= 111 812 x 1/2"GALVANIZED SCALE:3"=F-U" F ,SMS.3/16-0 ALUM Rk CC4 TYPICAL CORNER CLOSURE DETAILS OR S SPDP RIVET.SMSDR SIDE CLOSURE OPTIONS �9 IJi'S MACHINE BOLT&I/NUT SCALE:3"a l'-0" [d 78"O.0 I FRANK L 11f97NARD0,PEI C5 CONNECTION TYPE , ss43 REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE o j SPACING q_ _ GLASS „� C7 CONNECTION TYPE 5 MAX. 1/4-20 MACHINE BLTQ •,•Q ¢ �W/NUT(x112"D.0 OTJ 14: GL ASS w O u OR DOOR--- w w�- REFERENCE ANCHOR 19 No OR DOOR v y r,w>> SCHEDULE FOR MAX. 014 SMS(AT. O C �dZF- MN 13 jN==, SPACING 1/2" I7YP TOPE6 BOTTB� 1�• ID =W d 13 m W a W GLASS N Z.m MN .M fPARATION t1- .4 NW�l�M1 1/4'•-20 THRU BOLT W/ GLASS Q ¢m N14 x 1/2"SMS nP 12"O C PER x Z Z r w �C>�••, L,d1 LOCK NUT @ 12"0 C OR EPARATI .L ti w F ORa/16"0 ALUM POP TABLE 2 'J 1-ai n o In [SAO R(6�OR/ �S_ wMMM y 12 x 1/2'SMS(112"D.0 E.S. PER Z rr- RIVETS 6"D.0 OR 11/4-0 L N o OR 6 J i�tS' TABLE 2 OR 3/16"0+ALUM.POP -`wI z ALUM.POP RIVETS @ 12"O.C. RIVEI s(a)6"D.0 E.S. \ yl O O w r J WW 11 AND 3 MN GLASS QQ 1R 1/4'•a•ALUM.POP RIVETSn1/2" i/12" ' '- Q W 12"O.C.[.S. ASSEMBLY 1/4"MAX FROM PIIJ SEPARATION 13 r m Z 1/Z"TYP. PER TABLE 2 Cha -- 4"MAXFROhI PIN GUID f0 U NG ANO 10IDE U BUSHING WASHER(TYP.1 _ 8 ,-SHER(TYP.1 w GLASS = •i ,ASSEMBLEXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—yl Z I_ j dBLOCK OR WOOD FRAI•IING REFERENCE ANCtJORN1 6 ISE SCHEDULE FOR FLAX L 0aOW—C4 CONNECTION TYPE DIST. SPACING Z �i0REFERENCE ANCHORSCHEDULE FOR MAX SPACING AS SHOWNI- TYPE IIJ DIAGRAM ON PG.9 W o DOR 6 O R 11LL1 JJJ REFERENCE ANCHOR .EXISTING CONCRETEJ, LJ`3 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4'MAX.FROM PIN \ SPACIIJG ALT,FAS ND R CONNECTION TYPE /2 GUIDE TO BUSHING � LOCATION.FRONT AND REFERENCE ANCHOR 1/2." WASHER fTYP.I H`AY \ 1/4"FIA FROM RACK ANCHORS NOT REG'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX 19 W9•S WITH THIS LOCATION SCALE:3"=V-0" SPACING- IC p PNl GUIDE TO 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR y S A SCALE:3-=1'-0" SCHEDULE FOR MAX ITYP.) EXISTING CONCRETE, SPACING 0 m BLOCK OR WOOD FRAMI EMBED. Zm Co BUILD OUT MOUNT SECTION SCALE-3-=1'-0" 10 S TYP BOTTOM BLOCKCONCRETE, E BLUCY.UR WOOD FRAMING 12 EDGE DIST, EXISTING g NOTE:FOR DETAILS A,B,O AND E Ohl THIS SHEET. 4 C014NECIION TYPE EMBED S]RUCTURE gg THE BASE TRACK MAY BE I}ATALLED IN SECTIONS d REFERENCE ANCHOR 5-CONI•IEC'R2)R'TYPE 14 WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS CO E SCHEDULE FOR MAX. REFERENCE ANCHOR 8 A MINIMUM OF TWO SETS OF ANCHORS AND IS A w - 5 6 SPACING SCSPHEDULE FOR FLAX MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK ACIIJG S USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 15 OVER THE GAPS BETWEEN SECTIONS. ¢ Fw w o d GLASS ¢w .T51 OR DOOR ' cy GLA 13 ,3 1" N w W ., a C �4 w 1112 x 1/2"SMS(u1 12' EPARA710 = Z X.� W iti 7 7 aS P RK 59®® m w D.0 OR 31S IB ALUM, PER vI g q q r w» PUP RIVETS @ 6'O.0 TABLE 2 X o Z r GLASS OR MIN.GLA 13 r w N W W OR 1/4"0 ALUM.POP d 4 DOOR P R N O UI 4 13 :=_u_ RIVETS(d 12"OC. L �� PER TABLE xW¢=I- it�st g WN GLASS N r m _ Q d Pi SEPARATION m O z Q L J m �E PER TABLE 2 X Z m Z ( ANDD1/4"MAX FROM LJ IfR d ¢d PIN 1/4-10 5.5 MACHINE L a ASSEMBLY 1/2" GUIDE TO BUSH114G SCREWS IJUT(d ud N 1/2• TYP. WASHER(TYP.) r $ 12"0 C. _ ggg a Y GLASS 1/4"MAX.FROM PIF) m W N 1/4"MAX FROM PIIJ g OR DOOR wCUNNECIION'-TYPE 0 1/2•' GUIDE 70 F3USHING B g X GLI UL" 1 U BUSHING O WASHER(TYP.) r� i 4 REFERENCE ANCHOR L WASHER ITYP 1 EDGE SCHEDULE FOR MAX /. OOIH071BRtlIKL18NNW/E i S 5 6 in EXISTING CONCRETE, DIST. SPACING AS SHOWN 2.CONNECTI(NJ TYPE BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. nuLb - OR - SCHEDULE FOR MAX SPACING Pna�otlwum6Nl "x3"x 1/4'CONT A 3 CONNECTION TYPE N 12 x 1/2"SMS La 12" SPACING ALT.FASTENER 063-T6 ALUM.ANGLC REFERENCE ANCHOR O.C.OR 3/16"0 ALUM LOCATION FRONT AND BLOCK CONCRETE, / " SCHEDULE FOR MAX. LOCK OR WOOD FRAMIIJG' AY BE REVERSED - SPACING POP RIVETS(al 6"O.C. BACK ANCHORS NOT REO'U 5 SHOWN DASHED) OR 1/4"0 ALUM POP �yJLL(LTH,S LOCATION �9 RIVETS @ T2"O C. @FILING° II.SIDE Mou EE I1ST GN ora Op WALL MOUNT SECTION FJ Ff NdAL�/BU�ED'IOUT!_7 SCALE:3"=V-0" SCALE 3 V-0 —SECTION 0 SCALE,BV-0" 1 NKIF"W1D0�P...E. i MN.GLASS LLj 111 !47'9 GLASS SEPARATION Z OR DOOR PER TAM E7 1300 W u S OR DOOR •I t a 3 4 'GLASS OR M'N GLASS X.. - _ -1 W LL DOOR ' SFPARATIGN J A 1Q N- X W 0 a w PER TABLE Q=O: MN GLASS w J F STAD TABL S r w ..EPARATIGN tt m L7 r PER E 2 F W J Q `- ®— =oW 'z ==w I - L7_= �11 �m 13 c j¢UUi ;ja� X zo. U0. mina 6 F o z Cl CONNECTION TYPE a ."o- Y(� gyyy {-� - /2 1 Tl/4"MAX FROM PIN GUIDE 2B U n REFERENCE ANCHOR S_ u, W W oN 911AA N Ll a 1A SCHEDULE FOR MAX. a V W jt�yt, U BUSHING WASHER ITYP 1 SPACING --- ut E iL�J TWO 1/.•'0 WOOD .250" mgL. —4- LAG SCREWS LM 2." C4 CONNECTION TYPE 250,. owO.0 MAX WITH 2" REFERENCE ANCHOR / w,10 THREADED PENETRATION ❑ SCHEDULE FOR MAX "T"INTO CCNTER OF 2X STUDS /0W SPACING A F M I 18 IB W _ I. EMB."T• 14 SMS Cal MIOSPAN BETWEEN / I ,W /~ 7L STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE FF�jJ{1 PL Y ODA TUBE CONNECTION STUCCO STUCCO FINISH 1•'.4ALUM x 6063-T6 ALUM TUBE wig E THIS DETAIL TO BE USED WHEN STUD SPACING O DECORAIIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL W oyd, EXCEEDS TI1E MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0'• SCALE:3"=1'-0" K'�R O WALL MOUNT SECTION THIS DETAIL MAY a °8M1 � 0 k C' ALSO BE USED z d SCALE:3"=1'-0" m< AT TOP m O ACCORDION SHUTTER W a PER PRODUCT APPROVAL 1-- o -GLASS t= o HN GLASS OR DOOR _ SEPARATION 13 D in Q 0 a PER TABLE = a EXISTING WOOD(G=0.42) L �c p APPLICABLE AT TOP X q N Z TRUSS OR RAFTER $ 'ANb OR BOTTOM -1 n a a @D 2c"MAX.O.C. 1-v2'T-7/2" �^ 2'OR 3" E N E In EXISTING FINISI1 k' MATERIAL 11 i 2'MIN.- 1/41'MAX FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 1/ TO BUSHING WASHER(TYP 1 ALUM.ANGLE W/THREE II a Y S 2"X 3'K S¢"K CONTINUOUS OR -} 2.175' g ih 1/4"TILE ITYP.I 1/4"0 WOOD LAG I' I I i I w 4 10 2'x2'x%"xCONRNUOUS I - FINISH MATERIAL SCREWS WITH 2-3/4" I �9 606146 ALUMINUM ANGLEMINIMUM THREADED d 3/4^PLYWOOD PENETR."T"IN WOOD 9 .91 MIN.THICK 6061-T6 ALUM TRACK X 7/4"4'A325 GRADE THRU BOLT 7"O.0 5 6 i 110 EACH RAFTER OF TRUSS, lid g ! ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"0 A325 GRADE THRU BOLT P 12"0 C. 24"O.C.MAX WHERE MACHINE SCREWS AT 3"FROM ENDS GALV.OR SS A14GLE EXTENDS BEYOND EXISTING 3 NSI CONCRETE fg� LAST TRUSS MORE THAN _ AND 91 O.C.FOR THE BALANCE 6 HOST STRUCTURE WITH - E 0 �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU .0 ! S'K"O ELCO ULTWICONS AT 6", EXTEND ANGLE TO EXISTING CONCRETE HOST 5"O.C.W/ AGS MIN.EMB. m ` NEXT TRUSS. w 34$Q 3"FROM ENDS AND 4'D.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW CID 9"O.C.W/1-7/6"' x:� FOR BALANCE WITH 1334 MIN.EHB. IN WOOD SG=0.4 2 TO 0.55. "3 'Oro w H MIN EMBEDMENT AND 2%: MAX DESIGN LOAD AT V-0"MAX SPANt EXISTING COIJCRE 1 E. �•� _�2 m m 1911 MIN EDGE DISTANCES t 62 P.S.F. HULLO W BLOCK OR L7 a w G OWIT�RRYIIIL�WW2E STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE X z o z F r x s x ve CONT a 7x a 15-2339 SPACING�7YP. 352 P.S.F. ANCHOR SCHE0 ALUM ANGLE 16063-76) { O BUILDOUT MOUNT BASED ON 1 STRUCTURE OF T it HO SCALE.NTS IMAX.DESIGN LOAD z 72 P S F) _ Q �XL7 plpL71/TIOIII T PASS THRU DETAIL a Hb SCALE+3•'=1'-0•' O"1RUSS MOUNT SECTION 99 EXISTING HOST ALT.LEG DIRECTION �Rl0016l19x%AROOI STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 1 A/`•�••'IT 12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE IM HOLLOW BLOCK,3'MINIMUM ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ` AX (2)6063-T6 ALUMINUM TOP OR BOTTOM ANGLES PER BEAM END,SIZE Iv -p 8549 Q 12" PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - DESIGN SCHEDULE �. p N �C ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT O E F~ EDGE OF ACCORDION z @ SHUTTER BLADES3.5'MI 12'O.0 OR 014 x 3/4'SMS 6"O.C. ioss v y TYPICAL II- 1/2'MAX. _ / S fi V Q [7a �� s 3'MIN EDGE 3 16 z x F. 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS W Z 10 3 a ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION 13 o 5IIJN MAXIMUM OF 3 WINDDWS GLASS OR PER TABLE +y g b PER EVERY OTHER BLADE DOOR x o Ul e x i LIGHT-N-VIEW WINDOW asrnlvc r1/2'MAx �u< �° 8 N.T.S. EXTERIOR ELEV x O Mm 5 6 1� L7 3 16 1/t HAX.TROM PRI GUIDE 18 W IL TO BUSHING WASHER 1'TTP t q ` ACCESS 1/4-20 MACHINE BOLT W/NUT Q6 1/2' 12'O.0 OR 014 x 3/4'SMS G•O.C. 2.875'0 HOLE TO .N- I( HOLE SPAN TUBE PER RECEIVE ROUND EMBED. I DESIGN SCHEDULE ####11YY1I�i��►► ¢ WINDOW ASSEMBLY 1/2• -(2)6063-T6 ALUMINUM _ .'(MAX. ANGLES PER BEAM END,SIZE 6 g n EXISTING .„jl- PER SPAN TUBE SCHEDULE *�E'�&••d E HOST 1 4•p THRU BOLTS SEE BEAM z " STRUCTURE 5/CHEDULE FOR REQUIRED NUMBERS -.om 1/¢"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m ErM7BED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF SPACING,AND 3'MINIMUM EDGE DISTAW E C p 0.125• 0.125' R 0.032" 0.032' MAX.DESIGN LOAD=t 72 PSF e -_ 3 SPAN TUBE SECTION 0.196" / ` S N.T.S. VERT SECTION SPAN TUBE SCHEDULE F / \ ALLOWABLE TUBE NUMBER OF NUMBER OF MMIMUMANOIE C" I SPAN 1HRU43OLTS CHORSlPANOIE ER LENGTH TUBE SHUTTER. WINDOW ISIZE SPAN N OW TOP BOTTOM TOP BOTTOM TOP BOITOM -TOP 1BOffOM 5 ?q Tn ASSEMBLY TUBE I TUSEY TUBE I TUBE TUBE TUBE TUBE TUBE d 1 I m Sa651 �� 123.8• 135.5 2 2 2 3 4' 7' / 0.125• �' tOi.r 706.8' 2 2 3 3 r r h i a d a �pGQ 723' B9.1 -81.4• 2 - 2--3 ---3-- r = 7* E / / \ 27ie71 BO' 129.1' 167_0' 2 2 2 3 4' 7' 5!d E \ 9a•^ 114.8'_ 124_1' 2 2 3� 3 r I r 0 \ / / 0.126' 123' 102.8• 109.8•- _.2._ _2 4 --4.-_ 10" -10' / \ 80' 1380' 19B.B• 1 2 2 3 3 r _7• 02.875' 122.r 185.T 2 2 a 4 ) 10' ' 4c . \`-- \03.250" iT 0.188' ) O.72B• 12 B6'3' 116.11 131.6' 2 3 4 9 10' 13' IE R 240.0 _1 2 / 01875 9B' IAD.'_ 228.9' _2 _3 _ 4 LIGHT-N-VIEW WINDOW �� / 123' 132.2 za1.r 3 a_ s ' '1-3 lir OOg n i/ SPAN TUBE SCHEDULE NOTES: WP8�p11LiWKLBMWPA 27 N,T.S. 'SABIC PLASTICS SLX1431T-UL-94HB - x x "ANGLEB FOR 2'MS'd 2•x6•BEAMS. 15-2339 2. USE 2"x5'xi/4"ANGLES FOR 2"x8"A 2'x10'BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/B. rAlelt op�t!✓II nI 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 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 1 N.T.S. EXTERIOR ELEV ABOVE AW BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE 1111 PILWR LDERNAADDB P.E. rPL00/6549 ,i•},.15= 1285'M1NEDGEDISTANCE _ �```� ''y{ ��, G Spam UD Tp 6'-0" P 5P-s'Uc•Td!8'-3" }A Soares Up To 12'-0" IN LOAD CONN TYPE "ICON IMPE71'�" CONN TYPE ` ANCHOR -� -� (P-0 Cl C2 C3 C9 CS CL C2 t3 _� Cl R C3 U cs ND PEOOq - 1/4•�ITY1aTAPCOR OR''_ELCO 43 16`0"16.0"15.0"16.0"16.0"18.0"18.0" 9.0" 13_0=16.0"16.0" 9.5" S.S' B.5" 14.5" (� - UCIMCON,1W[TNtI 16.0"16.0"LOS"14.5'LG.O"16.0'12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.S' 10.5" - y EMBED'(3192p51MIN CONC 62 16.0"10.0" 8.5" 12.5"16.0;16,0" 9.5' S.5" B.5" 1511 15.0" 7.5" 4.5" 7.5" 10.5" 7 70 16.0"13.0" 7.0" 11.0"16.0"15,5" 0.0' S.0" 7.5" 11.5"15,0" 7.5" 4.5_7.5" 10.5° 7 i BCOMBINA TIOIQ.o�. STATEz S " 100 19.0" 7.5" 9.5 7.5" 10.5 15.0' 7.5' 4.5" 7.5•' 10.5'15.0" 7.5" 4.5" 7.5" 10.5" 2 x 5 ITYP. g i t0 COMBIIJATZO (� •. 43 18_01 L6.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5'16.0"16.0" 8,5" 5.5" �j` '•��RID �J 1/4'MILLENIUM MILLFAST _ WITH 1-3/4'EM6ED(J275p5 53 16.6"16.0"1].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" O ��'�S�ONAL 3: MIN CONCRETE) 62 115.0"151" 8.5' I3.0",L6.0"16.0• B.S' 5.5•' 9.0" 13.5"13.5.1 7_0^ 4.5' 7.5" IS' 11111 U _70 16.0"120" 7.0" 11.0"16.0"14.0" 7.0" 4.51, 8.0" 10.5"'13:5" 7.0_ 4.5" 7.5^ 9.5" 0.0. 9<6 _ _SOU 175" 7.0" 4.5" 7.5' 9.5" 13.5" 7.0" 4.5 7.5" 9.5" 13.5" 7.0" A.5" 7.5"9,5" Z 3( 1/4•EL00 CRETEFLD(554 43 16.0"18.0"18.0`16.0"16.0"16.0"16.0"13.5'16.0 16.0"16.0"12.5' 8.0" 13.0"16.0" 1 x 5 1 T YP.1 2 x S I T Y P.1 W W/T EMBED(3350p51 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5'16.0"16.0"10.0" 6.5' 11.0"19.0" 3 T � CONC) 62-16.0"16.0"12.5'18.0"16.0"16.0"12,5" BA" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0" 0 Ij�IUiR\LTs 70 1611 16.0"10.5"16_0"16,0"16`0"30_5" 7.0 13.5'15.0"16.0"10.0" 6.5" 11.0"14_0" 100 16.0"10.0" 6.5" 11.0"14.0"16.0'10.0" 6,S' 11.0"14.0"16.0"10.0' 6.5" 11.0"14.0" O W ui 1'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING 1�DD cl a n ca CS ct cz I ETT ca CS a C2 C3 C9 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: IT 1/4'DW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16-0-116-0" 5.T,1 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" -CZ CONNECTION TYPE USING PIECE Q WITH OUTSIDE C+ ULTRACON WITH 1-3/4" - 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 18.0"14.5" 7.5" 10.0" ANCHURS ONLY 1. EMBED(3192pSI MIN CONC) 62 16.0"15.5" 4:5" 5.5" 16,0"161` 9.0" 4,0" 14.5"14.9" 7.4 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 10.0"14.5' 7.5" 10.0"14.4 7.S' I/4'MILLENIUM MIl1FA5T 43 16.0"16.0"1].0'13.5"1.6.0"16.0"13.0" 6.5_' 9!5" 16.0"13`0" 7.0" 4.0' 6.5" 10.5" W WITH 1-3/4•EMBED(327SP51 53 16_0_16_01 8.0_11_0"16.0"16.0" 9A_S.O" 7.3" 58.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: MIN CONCRETE) 62 L6,D"111" 8.G" 9.0" 16.0"13.5" 7.0" 4.0^GS" ll.a'10.5"•5.5^ 5.5" 7.5' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING w W Amo. 7G 16.0" 9.5" 5.5'• 8.0" 16.0"11.5' S. 9.5_ 8.5'• SG_5"_5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE C ru loll 10.5" 5.5" S.S' 7.S" 10.5" S.S' S.5" 7.5" 1U.5" 5.5" 5.5" 7.5" LIMITED TO TFIOSE SHOWN IN TABLE 1(Pg 1). pv d CI 1-1/4'MIN EDGE 015TANCE 1/4'ALL-POINTS SOLID-SET Cl C2 C3 C4 6 Cl C2 C3 C9 CS C3 ¢ C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, zm u ANCHOR W/7/8•EMB & ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR ANCHOR 55 MACHINE SCREW q3 16.0"16.0' 8.5" 10.5"16,0"1611 12.0" S.5" 7.5" 16.0"12;5" 6.5" 3A" 5.00" 10.0" EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ps1 MIN CONC) 53 16.0"(5.0" 6.5" 8.0' 16.0"16.0' 8.5'T 4.D"fi.0" 15_5"10_0" 5.0" 4.0" 7.O" THAN OR EQUAL TO SHUTTER SPAN. E 62 16.0"11.0" 5.0" 7.0' 16.0"12.4 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 S� 70 16.0" 9.0" 9,5' 6.0' 16.0"10.5" 5.5" 3.D" 9.0" B.0" 10.0" 9.0" 4.D" 7.0" 100 10.0. 5.0" 4.0"17.V 10.0' 5.0" 4.0-17.0'. 10.0" 5.0" 9.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHORSCHEDULE FORPROPER m g 114'ALL-POINTS SOUD-SET __ 3•MIN EDGE DISTANCE _ _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCLURE AND APPROPRIATE ANCHOR W/7/8'EMBED R Cl a C3 C9 CS CS C2 C3 C4 C5 Cl CZ 6 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4.20 SS MACHINE SCREW 43 16.0' 16.0"16.0"16.0"16.0"16,0"16.0"11.5"16.0"]6,0"16:0 11_01 7.0" 11.0"16.0" CONNECTION TYPE. w �c (3000pe1 MIN CONC) 53 I6.0"16.0"13.4 16.0"16.0"16.0"Iq.O" B.S' 13.5"16.0"16.0" 8.4 S. 9,5" 12.0"1S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 662 16.0"16.0"10.4 16.0-,16.1)"15.0-131.0" 7.0" 11.0"16.0"16.0" 6.5" 5.5" 9.5" 12.0" ONLY. +�[] 76 16.0"15.0" 9,U" 14.0"16.0"16.01 9.0" 6.D" 10.0"13.0 16.0 8.5" 5.5" 9.5" 12.0" 100 5.5" 9.5" 12,0"16,0" B.S' S.5" 9.4 12.0"16.0•' 8.5" 5.5" 9.9" 11.01 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 4+ 2-5/e'M(M EDGE DISTANCE _- LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4•POWERS 55 DROP-IN FINISHES. W/I/4.20 SS BOLT AND Cl I 62 I C3 I c4 I C5 I CI L C2 1 0 1C4 CS Cl C2 C3 C4 CS K`^•e.� 1'EMBED(3000ps1 MIN _43 16.0"16.0"14.0"16.0"160-116.0"114.0"10.0" 12.5"16.0"14,0" 1.5" 5.0" 8,-_'. 11_5" 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOOD FRAMING CONDITIONS SS 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;00' 7.011 0.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMWG a 333 O 888 E 16.0"12,5" 16.0"14.5' 7.S' 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" B.0" MEMBERS COgNOT PLYWOOD.FASTENING TO INTO 1S ACCEPTABLE ONLY FOR q U6.01'12.0" 6.17 4.0" 7,5" 9.0" 11.5" 6.0" 4.0" 7.0" O.D" SIDE E LAG SE PIECES. ¢$'� 100 11.5"16.0"14,0" 7.0' 8.0" 11.5" 6.0" 4.0" 7.0 B.O" 11.5 6.0" 4.0" 7.D" 8.0` B. WHERE BAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER -1R MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4' MIN. WOOD STUD.3 4" i/ POWERS SS LT AND - - - EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LOS= SHALL 11(d d I c W/ POWERS S BOLT AND Cl C2 C3 C4 CS Cl C2 U Gi CS CI C2 C3 01 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. gg i! 1"EMBED(3000P51 HIM 43 16.0"16.0"15.0"16.0"16.0"16.0"14,5" 9.0" 13.5"]6,0 15_0" 7,5" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN 0 CONC) 53 16.0•'16.0"10_5'15.0^16.0" 110.011 6.5' 10.5"16.0"12.0" fi.0" 4.0" 7.5" 8.S' BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER Q t 1,2. 16.0 13.0" 8.0" 12.5"16,0"15.0" B.0'`5.0" 9.0" 72.0"12.0" 6.0" A.0• 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. B 70 16.0"10.5' 7.0" 11.0"16.0"12.5" 6.5" 4.5" B.D" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE 115E5. ,Y -300 7.S' 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12,0" 6.0" 4.0" 7.5" 8.5" H •6 2•MIN EDGE DISTANCE _ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, r 012 EMS W/2•EYEWALL Cl C2 C3 C4 C5 Cl C2 C3 C4 CS CS CZ C3 U CS NUT OR WASHER WiNGNUT. 1DPOOIfeUH{L@w1oDaL ARMOR INSERT W/2"EMBED q3 16.0"16.0"11.5"34.0"16;0"16.0"16.0" 7.5" 10_0'•16.0"16.0" 9.0" 4.5" 6.5" 1].S' 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (200Ops1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0'•16.0"_11.5'5.5' 8.0" 16.0"14.0" 7.0" 3.5' 5,5" 10.0" _ k 62 16,0"15.0" 7.0" 9.5" 16.0"16.0' 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" S.5"110.01-112. WHEN ANCHORING 7p HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO eBAW sDRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL rlue aocBllrNDn, 70 16.0"12.0" 6_0" 8.0" 16.0 14.5" 7.5' 4.0" 6.0" 10.5' 14.0" 7.0" 3.4 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK __ 100 14.0!! 7.0" 7_0" 3.5" 5.5' 10.0"14.0" 7.0" 3.5" 5.5" 10.0" 4125M5 W/2.75'EYEWALL 43 ICO' 16.0"16.0 16.0"16.0"16.0"16.0 11).0"14,0 16,0'16.0' 11.5" 6.0" 9.5" 16.0" ARMOR INSERT W/25' S3�16.0"16.0"12.0"16.0"16.0".16.0 15.6" 7.5•' 11.0"1611 16.0"9.0" 5.0" 8.0" 13.0" 91 EMBED(2000ps1 MIN CONC) 62 16.0.16.0" 9.5"13.5" 11.5' 6.5" 9.5" 16.0"I6.D" 9.0" 5.0" 6_0" 13.0" 70 16.0"1.6.0" Go, 11.5"16.0"16,0" 9.5' S.5" 8.3" 14.0"16.0" 9.0" 5.0" B.D" IJ.G" 100 16.0" 9.0"1 5.0' 8.0" 13.0 1fi.0" 9.0" 5.0" B4O" 13.0"16.0" 9.0" 5.0" 8,0" 13.0" . , . •� W/1-314"EMBED "': ■ �mmmISTANCE m©mmmmmo© ®mmU EM EM mu 3"MIN 'GE�ODmO©[J na . . . . .. . . . . 2-11 , . . Va CONNTYPE CZ LO A C4 I -1/4'EMBEDVON �/i/� iNO /ii// Fm 1, F�/i ON / • % �% lip �i iiiiai�/// •' /%i//.iii ii�i/�,/i/ //�iiiiiiiiiiii. '� ai�a�/iaa/i� ' ia��ii�i/moi ' •/iii/////// ai/-' aii//i/�//iiii //ii/ii/iiiia. [�©mQ■©mm©©m00mm ®©®©®©gym®0®©m© i/% yip , aiiiMEN Fmw� . �mammmm©momma©m©mo©mmmooc.�©momm© ���e�� :. WINNO IN ifiJ//, Ill%/////�f////.if'//,,i% ®� mmi////////%m//.-®Em ON R// 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (RANK LaEHH11 D0 P;E. `15%11 i III IF PE0016S49 P MIN EDGE DISTANCE _- C1�••' G . ri Spens U0 To 6'-0" Evans UO To 8'-3" Spans Up To L2'--0" r LOAD CONN TYPE CONN TYPE CONN TYPE p __ S_ ANCHOR (Ps0 CI C2 L3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS _*j E004654 012 SMS W/2'EYEWALL 43 16.0 16.0 7.5 9.0 16.0"15.5" 8.5" 4.5 6.5 15.5 8.5" 4.5" 4.0" 7.0 7 3 ARMOR INSERT W/1-1/4' 93 16.0"10.5" 5.0" 7.0 16A"11.0' 6.0" 3.5" 5.0" 11.0' 7.0 3.5" 3.S_ EMBED (� -62 16.0" 7.5 4.0" 6,0" 14S"90 4.5 4.0"_7.0 7.0" Ir, 3.5" 3.5" 5.S" 12S�I 7.5"3.5' 3.5" 5.5' 7.0" 35" 3.5" 5.0" .(s'. STATE �� OFA g 100 7.0" 3.5" ].5"5.0"7.U"3.5" 3.5" 5.0" 7.0" 35" 3.5" 5.0" !�(n�s/A,<Op... U ANCHOR SCHEDULE: WOOD (G=0.55 '/,9NAL SN w F) •ttll t Y//Ilf llf„11 � �>V4: 3/4'MIN EDGE DISTANCE fff111111 8 rj Span-Up T.V-0" Spans UV To 8'-3" aRtm U To 12'•0- Z gh 9 � 7 LOAD CONN TYPE . CONNTYPE CONN TYPE L WRi PO: O ANCHOR (Ps0 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl I C2 C3 C4 CS W z x 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5" "16 16.0 .0" 7.5" 9.0" 16.0"16.0"14.5" 4.5' 6.0" 16.0" MIN THREAD PENETRATION 53 16.0"16.0' 8.5" 10.0"16.0•'16.0"§1§1�0 6.0" 7.0" 16.0"16.0"1L5" 4.0' 5.0 16.0" USI C: 62 16.0 L6,0 7.0 8.5" 16.0"16.0" 5.0 0.0'_16.0"16.0"11.5" 4.0" 5.0 16.0" O W W w.- 70 16.0"l6.0" 6.0" 7.5" 16.0"Sfi;O" 4_0" 5.5" 16.0'16.0"SLS' 4.0" 5.0" L6.r____ _ -100 16.0"11.5' 4.0" 5.0" L6.016.0" 4.0" 5.0" 16.0"16.0"ILS" 4.0' S.D" 16.0" u 7/16•WOOD BUSHING WITH 43 16.0"16.0" 8_0" 10.0"16.0"15.5' 8.5" 4.5" 7.0" IS_S' 8.5" 4.5" 4.5" 7.0" 1.13•MIN EMBED A 1/4-20 53 16.0"10.5' S.5" 8.0" 16.0"11.0" 6.0" 3.5' 5.5" 11.0" 7.0" 3S" 4.0" 5.0" 55 MACHINE SCREW 62 140" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 3.5" 4.D" 5.0" n m "� 70 12.0" 6.0" 3.5" S.5" 12.5 7_5" 3.5" 4.0_' S_5' 7.0" O 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0• 3 014 SMS OR 014 WOOD 43 16.0"16.0"12.5"14.5"16.0 16_0 16.0" B_D" 10.0 16.0 16.0" It SCREW WITH t-3/4'MIN 53 16_0"16.0" 90_' .5"16016.0"15.0" 6.0" 8.0" 16.0"16.D"THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5"L6A"16.0"11.5" 5.0" 70' 36A"16.(1"70 16.0"16.oT 6.5" 8.5' 16.0'16.0"10.0' 4.5" 6.014.0"36.D954.D5.513.0100 16.0" 9S" 4.0" 5.5' L3.0"16.0" 9.5" 4.0" S.5" 13.0'16.0" 9.54.05.513.DKb-6ANCHOR SCHEDULE: WOOD (G=0.42) <3/4'MIN EDGE DISTANCELOAD Spans Uv To 6'-0" Spans Uv T°B'-3" Spans UP To 12=D_'CONN TYPE CONN TYPE CONN TYPEANCHOR (P`'n CI C2 C3 C4 I CS C1 C2 C3 C9 C5 C1 C2 C3 C4 CS1/4•LAG SCREW WIDE 1-3/4 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" 4.5' 15.0"MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"160"12.5" 4.5" 5.5" 16.0'15.0" 7.5" 3.D" 4.0" 11.0"A62 16.0.16.0" 5.5" 6.5•' 16.0'16.0' 9.S' 3.5" 5.0" 15.0"150" 7.5" 30" 4.0110" I k v 70 16.0"13.5" 4.5" 6_0" 16.0"16.0" 8.0'_3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4_0" 100 15.0" 7.5" 3.0_" 4.0"_11.0"15.0" 7.5'• 3.0" 4.0" 11,0"15.0" 7.5" 3.0" 4.0"iL0" h D 0l4 SMS OR 014 WOOD 43 16.0"16.0" B.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0 6.5" 3.S' 5.0 d7..5 C SCREW WITH 1-3/4•MLN 53 16.0'7 16.0" 6.S' 8.0" 16.0 16.0. 8.5 4.0'• 5.S' 16.0 10.5" 5.5" 2.5" 4.0" R 0 THREAD PENETRATION 62 16.0"11.5" 50" 7.0" 16.0"13.0" 6.5 3.5" 5.0" 10,5"10.5" 5.5" 2.5" 4.0"4.5" . _ _0_ 5.53_0" 4.D" B.0" 10-5'; 5.5" .5" 4.0"100 10.5"5.5' 2.5" 4.0" 7.5" 10.5 5.52.5•' 4.0" 7.5" 10.5" 5.5" 2.5' 4.0" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK i n °I 4"MIN EDGE DISTANCE 1Ce Suans UJTo 66=0'• Spans Up To 8'-3" Spans Up To 12'•0" LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (P") Cl C2 C3 C4 CS Cl ; C2 C3 I C4 CS CL C2 C3 C4 CS p 5/16•ITW TAPCON XL W/ 43 16.0"15.0"116.0"116.0"16.0"16.0'116.0"115.0"116.0"15.0"116,0"15.0" 9.0"114.0"116.0" d 2-I/4'MIH.EMBED 53 16.0"16.0 36.0 L6.0"16.01,16.0"16_0"11.0"16_0"lfi_0"16.D"12_0" 7:5!12_0"16_D" 62 16_0"16.0 14_0"16.0°16`0 IMT:150" 9.0" 14.0"16.0"16.0"12.0" 7.5' 12.0"16.0" d199 g 70 16.0"16.0"I1.5.16.0"16.0 16.0'12.5" 8.0" 12.5'16.0"FC 12_0 7:5_12.0'1'16.0" g6p 100 16.0"17.Ej 7_5" 12.0 16.0 160.12.0" 7.5" 12.0"16.0"16.0 12.0" 7.5" 12_0"16.0" *� 5 5/16'ELCO ULTRACON W/ 13 16.0 16.0"110.5'14.0"16.0"16.0•IO.S' 6.5 9.5" 16.0 11.019.0" � 2-Ip'MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0' 7.5" 7.5' 13.5" 9.0" 6.5" p0/Ma1DiAN4ILeBIWDO►L m 62 16.0'10.0" 6.0" 9.0"16.0"11.0' S.S' 6.5" 9.0" 9.0" 6.5" 15-2339 5100 70 15.0" B.D" 5.0"X8.0" 15.5" 9.5" / 5.5" 7.0" 9.0" 6_5" ... k �a 0 9. ' S_5" 6.5"- 9_0_' f 5.5" 6.5" 9.0" 6.5" PACO pEOai�P LgZL{ MIN EDGE DISTANCE -45- c� Q=cT c4 cs cl cz _c3 c/_ cs cl_._4z _c3 Ia cs iSMS W/2'EYEWALL I5 16.0"16.0" 9.5' 11.5"16.0"16.0'14.0" 6.0" 8.0'• 16.0 14.5" 7,5" 3.5 5.5" 11.5- LZ °.89 ARMOR INSERT W!2'EMBED 53 16.0"16.0" 7.0-19.0" 16.0"16.0. 9.5' 9.5" 6,5" 16.0"11.5" 6.0" 3.0' 4.5" B.S CC OO-- 62 16.0"13.0"U.12Zf, 16.D"14.5" 7.5" 3.5" 5.512.0L3.56.0" 3.0" A.5" 8.5" ANCHOR NOTES:SEESHEET70 16_0"10.5' 16.0"12.5' 6.53.0" 4.5" 9.D" LSS" 6.0" 3.D" . ." 9 FOR ANCHOR NOTES.100 11.5" 6.0" 8.5" 11.5" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" 8.S"