Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
x `` 1��.��II✓ ..� »tl� �.z�'` �€C �? ��d " pit „ ��� ��.. g a� .. a '-. "r .. , rr t BCIS Home ` Log In User Registration Hot Topics Submit Surcharge Stats&Facts } Publications ; FBC Staff BCIS Site Map { Links Search d- Ronc ,a (Product Approval '.' i �JUSER:Public User Product Approval Menu>Product or Application Search>Application List>Appllotion Detail 7"', J FL# FL13757-R5 ® t " s Application Type Revision juu j 0) 8 2-9 1 Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale, FL 33309 .te a �+ cnfir SAA v (954)4931 tomj@tc umc r Authorized Signature Frank BendoL'E' l�tU� ' frank@engexp.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. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.odf FL13757 R5 COI Inden 3.odf FL13757 R5 COI Indep.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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eouiv 2.Ddf FL13757 R5 Eauiv Eauiv 3.odf FL13757 R5 Eouiv Eouiv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Produ cts 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 R5 II Dwo.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 R5 AE Eval.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Stream line Shutter �Larg, Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwo 2.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 R5 AE Eval 2.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 R5 II Dwo 3.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 R5 AE Eval 3.odf anchorage,etc. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone RoaO,Tallahassee FL 32399 Phone:850-487-1824 " The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Stat m n ::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 650.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if ,.--they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please'dick here. - Product Approval Accepts: Gr-dit Garai Sate .1J' �I. 6 . 8 STREAMLINE SHUTTER `,, ij[A�p OOi P.E. ,,�� ooU`NN�o.,, GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ •'� 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = I IVO.46 CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE _ I INTERNATIONAL BUILDING CODE fiBCI AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH I MEETS MISSILE LEVEL"D"AND IN LU ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. A Qf SEE PRODUCT EVALUATION REPORT FOR MORE INFORMP.TfON. I SECTIONtI4`' 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ,,, DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �'.f�F � z'a REp0UIREMENTS•AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOP TRA(.�fi O' FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ��� PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. j u w w 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Ul < o L9< SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND IZ .N4 9 3 z ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL w CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 3 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND u P 3 LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. °W 'a 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR oc= a WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 N SHALL BE USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC = G SITE. 1. ^ ^ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 'e ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME n PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TMN 1 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE, w'a a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE `nC 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 44_ e o THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 1� 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL °�R 11 v DOCUMENTS, PROTECTION z� 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. BOTTOM u< OFFICIAL MAY RE( IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND HURRICANE SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE AND DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL. LOCKING MECHANISM,SEE s ° 13. EACH SHUTSER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FKLOWING MINIMUM TYPICAL. VIEWS E 3 5 INFORMATION: TOWN&COUNTRY INDUSTRIES3 oo FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVATION as TAS 201,202&203 o s FLORIDA BUILDING CODE APPROVED TABLE 2• 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"6 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 F 19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10 SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS $ e L 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE .9 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE , m 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE, 72" 2-1/4" 1-5l8" 2-3/8" 1-518" z' TABLE 1: 99" 3-1/2" 1-7/8" 3-5/8" TABLE 1 NOTES: 120" 4-118" 2" 4-1/4" 2"2" 5 a g , DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4.7/8" 2" 5" ACCORDION SHUTTER SH1. UTTER SPAN SCHEDULE"ABOVE ARE '9-�3 @e MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: 3 9 D e SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. LI EACH RESPECTIVE SHUTTER SPAN. 2. -GIT--HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY RMnNIXLBEUWaDORE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 POSITIVE NEGATIVE FL�AIfS3C- SHUTTER DESIGN DESIGN& SPANS IS NOT PERMITTED.FOR SPANS 3, NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: s ___ LPA IPSFI DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIITION: SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 _ 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' 88" 70 70 ABOVE GRADE. of 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9 120". 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. n r6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144" 43 LI,LII 40 E1996.09. . .:. Ep�Y11 sENNAHDO,P.E. PRO3ECTI0N VARIES 2.874" 4.074"MAX, -0,115" I{ 0 j0.062* 0.450o„"{ 0.080" 7 0.225" 1.708" 0.100" 1.830" 0.062" 1.708" 0.100' O.OB Q" 1x-.06.3" 015 � 2.820" -P�•-s`., M�t:.J►!1� * . 90.096" 00700.060"0 " ZD 0.125" 0.630 0.630" 1.993"�0.062" 0.630-" 0.630° 0.062' 0.143" a .060.971" 0.971 0.143" ZDI / Ip 00 060" 70° 0 0.062q.0 0. 0I 9" - .069"" 00. 6 ' 0062"0.63 " - 0. Z. 106 -1p.20Z SUPPORT LEG OPTIONAL -4 0.062" 0. W MAX. 9T - . ' ,$4:W r>i'oW: 5.745'MAX. w 3 (DWALL BUILD OUT WALL S STREAMLINE CEILING TRACK 0 STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL 'awu SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .a O Q WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"� +N2.1r 4 2.655" 8p3" iI G°r o1 r875" 95" 1.230 , 1.229" 5" 0.060" �°zru Tomy a� 2.36Z' v: 0.105^ 4.84" 1.069" u oPn�¢ n4.510, 0.105" H 0.105" i 1.069" x0.105 0.075" _n o ' 0.075" i C»-��"' w 0.994" -4 0.044" o s NOTE:TESTED THICKNESS OF %3 x.781" t ` . ----4.510"� i 0 07" 3.506"--{ DARE METAL W/0 PAINT IS 0.039" SILL OB SILL ADAPTER Og EXTENDED SILL O EXTENDED SILL ADAPTORADJUSTABLE SILL BOTTOM 33 6.8 STREAMLINE SLAT/BLADE Q R 7 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE G SCALE:HALF SIZE SCALE:HALF SIZE n SCALE:HALF SIZE R^ all� T a °y 0.080"^ 477" 1.5700510" 0:143" 0,143"-i�- 0.590" 0.341" 06 0.070" 0.245" o g 1.708"--1 0.243" 0.046" 0.060" a 0.115" 0.080" 0.117" a 4� 4.753" m ® 8 0.090"rao N 0.046" m 4.510" 0.000" R0 -==--022 0.6820.630" 0.060"� COP'rtUGIR FFA`a(LBU' PE " o� 15-23399 NOTE:THICKNESS OF BARE2.822" ---0.420" SCALE: OESCA7PT70Ht METAL WIO PAINT IS 0.039" 1.525" p,8,(iE 15 6,8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP Igb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE •1 r i 1.950" -{}-O.iZ5" 0.610" STAINLESS STEEL .280� 0. ALUMINUM `UMIN ESHER OR 0 357" _ �"•v�`f �� 4 `}� ASSEMBLY . 0.320"0 HOLE o w 0. 5e)0^ #10 x 2-3/4"410 HT S.S. 0.276" D. o NYLON ti a s m SCREW W TC ULTRACOTE -- 0.591" 1 0 0.880 O INSERTS INTO COATING] i+i 6.05 WHEEL ti 0.120"o S _ 1.100"-! 1-0.240" �� TRACK (TYP TOP&BOTTOM) n 0'062°- - � a (4r o l I NYLON B 1/2"0 IN WASRER: �/ F 5 r 3 5"MAX -� TYP,AT EVERY OTHER o.870"4=::21 0.750" 7/16"0 x 1/2"@INTERIOR JOINT TOP ~0.154"� �-0.137° ''�///// t V` INSIDE JOINT AT TOP. 7116"0 x 1"@1 INTERIOR JOINT BOTTOM CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 Q Z a SCALE:HALF SIZE 22 BOX CENTER INSERT SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE z N m OR KEYjTHUMB TURN OPERATED INSIDE. W ,N.� 3 m (-}o.zso^ 23 BRASS PUSH LOCK �V�3 SCALE,HALF SIZE cwE: R0.155" 1.977.&" 2.125" O R0.500" .0000.500" 0.236' 1.710" 0.286" 1"603�224" 0.267" 6.623" uBi o 0.7e- I " 0.090' 0.919" 0.531" 0.531" r�S 0.064" 2.250" d j o, m to "6 � m NNg �-- 0,607' 0,607^ d 0.118" A �"0.224" 0.239 :O1 .ro m tI 0.060" 0.49 � I'M27RAINGUARD 26 DECORATIVE FLOOR TRACK 6" 0.240" �+z-<au0.160° 0.222^-( t- ro z ul SCALE:NAIF SIZE SCALE,HALF SIZE - LWI 0.06p,pg2• 0.062" 6,176" c U a 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 4 SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE 8 � V -(I-0.062" � co ' 5.500"x 13116"WIDE --}0.400" '�°C fv $ 7/16"0 STAINLESS }}}...�^"' a, o ,A (•167^ a STEEL NUT o M 1-�°� � T- 30 n G M 7 0.125" n V�"��-� 0�" 0.438" 0,188" 5/10-18x1 MACHINE SCREW ° °a aTYP• STAINLESS STEEL 0121" .� Sj16"0 INTERNAL 8 4.500" 1"'-}0.689" POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES ^�;.: 1 050"•� o g,S�o - SECTION A T-LOCK ADAPTER T-SCREW INSERT 38 THUMB SCREW ffljS,NjODEL 2022 36 37 h Q �, g IN U T':AL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE 0.254' 40d 406 40c o3 •" g� 35 BOX LOCK SCALE,HALF SIZE r 10.319 END STRIP 1" 9 0 ,o" .Q� SCALE,HALF SIZE2.000"-1 2" & 3" EXT e - @ }--1.625" t-1.500"-f -T 0.125"Jx0.125°SCALE, HALF SIZE s Ap m 0.050" 0.093" a 0.125" gggg 0.085„ caa`�I .SFE I n 0 0.125" KGYR%iRFWJA L 8ll W PF. 0.25W-4L� "' q.oas" M o.093^ SCAIE:5-2339 _-�--- � � � � GAGE DE5CRiG'[ZON• p 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"0"4.125° ANGLE (_QI 2.v'.. ANGLE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE J ,- R .,,..f,L°,HALF 512E 000111 ,,P.E. 9-- NY'ANCHOR PER ANCHOR EDGE DiSL SCHEDULE 0 16"O.C. EXISTING DIST. GLAZING SEE ENDS TRIP SCHEDULEFOR ccurr��}z n SPAN WHEN USI A .ANGLE EMBED 20,40a,4Ob OR- c, F LEG D RECITON 11 i1 H 1J4" OR 6.8 STARTER TA gG EMBED. 17 ce (INTERIOR) i7 6 t7 - MAX. WITH 21 OR 25. �•• , hhr„'' �w ANGLE 06 x I"THICK 6063-T6 TO 2"x 5`MAX. 21 25 EDGE c I 30 (ANGLE LEG MAY BE REVERSED) FASTEN!ANGLE TO TRACK W/ o.$�i DIST. 8 ANY ANCHOR PER ANCHOR R#14X1"SCREWS O l,J >QU s,0u 0 CORNER TOP&BOTTOM;W/ 4d a W SCHEDULE @ IB"O.C. ATTACH t2" 6.6 STARTER R t m i•I 13 13 13 #12 x 1/2"GALVANIZE.PO 13 S12 x ij2"GALVANIZED OR 5.5.SMS, S.S.Sh15 3/16"0 ALUM.POP WN. 3 w 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE w n 3 m {TYP.) i ALTERNATE END STRIP DETAIL BOLT Nur @ IB"O.C. 3 -- , s USE(1)BRASS PUSH LOCK OR(1) MACHINE SOLT&NUT @ 18"O.C. Ut K WITH 6.8 STARTER AND ANGLE (EXTERIOR) 5/16.18'jUUMO SCREW INTO THREADED ANY TRACK W/ IN . INSERT(`32'70 AT i/3 SPAN TO 2/3 SPAN SCALE,3"=V-0" +D SCREW BOSSES. .a O FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE, a g TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO PSF SPAN g SCALE:3"=1'-0" 1"HEIGHT. 1"BIO(2.7) 62 7 00"Ofi" $ M 8 94" 112 80" USE(1)BRASS'PUSH LOCK 5" SEE ENp STRIP OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2"B (3.77 62 95" ,n Y g SCREW 1 0 THREADED CENTER MATES 7 _.fl„ SCHEDULE FOR MAX. w1 § INSERT (37) AT 1/3 SPAN _ 3 TO 2/3 AN FROM SHOWN ON RANDOM 8 83" SPAN WHEN USING BOTTOM OF SHUTTER. 3.BfO(4.7') '186" 20,40a,40b OR 40C, F . n d ppECEIVING HOLE SHALL BE 30 DETAILS �y i2 g p a.„O c 3!e"MAX W,OTH.UP TO 13 \;y 74" t=. T/4" OR 6.8 STARTER at o,jI Q s^ 1"HEIGHT. 30 ALT.1"0/O 621910" Ej' - MAX. WITH Zl OR 25. o;U° A (27"j 8 USE APPROPRIATE zm E ZO ;�2 61„ STARTER STRIP TO ro fl 1.5" " 55 93,B7" 40 20 FORNDE CLOSURE \ F tc (v� !. x0.003" 3„ BUILDING CONDITIONS. a13 3 21 6 81" -FASTEN STARTER STRIP °o g 7 5"_ TO TRACK W/(2)014x1" A, `t i (INSIDE) 7 3 ' 2"x3^ 45 39 SCREWS AT CORNER,TOP ! I X0.125" 129' ALTERNATE END STRIP DETAIL a BOTTOM. 57— 123' SCALE.3"=V-0" ANY TRAGIC W/SCREW l—"1 8 I ""NUN 6 20" BOSSES. 3 19 yqF (. 25 6 116.' H G�4 ILl I g �w f I POR GREATER SPANS OR LOADS THAN u. SILL LLI SHOWN Ht END STRIP SCHEDULE,END is STRIPS REQUIRE A 1•XV.090"CLIP ANGLE 1110 SPAN USRIG ANY ANCHORONrnE EXISTING GLASSZ ANCHORSCHEDULE&914x3/4"SEK0 zSCREW OR 1/4.20 BOLT TO END STRIP. Z w USE(1)BRASS PUSH LOCK (tNSiDE)USE((11 BRASS PUSH LOCK $F OR(1)5/16-18 THUMB OR(i)5/16-18 THU B 13 Ej SCRE T THREADED SCREEW Iy.�D THREA�4DED I- INSERT 37 AT 113 SPANSILLP--� INSERTCil) FRO SPANE TO TO AN UTTERTO 2/3 S N FROM BOTTOM OF SHUTTERBOTTOM OF SHUTTER. (OUTSIDE) aoF RECEIVING HOLE SHALL BE3/S"MAX WIDTH,UP T1"HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE 30DETAfLS WO/CORNER POST -- 13 30 DOPYPIGFHFPAHKL0E18UADp PF. NTS 13 31 215 13 3 (OUTSIDE) 155-2339 SILL USE(1)BOX LOCK AT 1/3 }?AGE PAGE DESCRIPTION; SPAN TO 2/3 SPAN FROM , E BOTTOM OF SHUTTER _ @TYPICAL INSIDE CORNER CLOSURE Fill 2 DETAILS WO/CORNER POSTh MULTIPLE SHUTTER ASSEMBLY NTS ,��4 SCALE:3"=V-0" d C i�M "1 ,rr C1 CONNECTION TYPE �o, p'/iE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING = •�1 1 1/i7 5� C1 CONNECTION TYPE 1/4-20 MACHINE BOLT = 4 REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR / \ SCHEDULE FOR MAX. ® #14 SMS(u)6"O.C. 2 SPACING 1/2" (TYP.TOP&BOTTOM) TA n� z 2 FASTENERS ALUM. TUBE 6063-T6 ALLOY EACH ANGLE SEE TABLE A FOR SIZE. t7 M 5 R ... I O p 80Rg6 J ' / J 1"x 2"x 1/8" Z J / µ�S J 4 OR 2"x 2"x 1/8" I 1. •� ALTERNATE THRU BOLT:ONNEC _p ��1�= Q;C.. ALUM.ANGLE ° ; _ REFERENCE ANCHON OR MR GLASS a w �rn� >¢U¢��iS o6'. SCHEDULE FOR MAX. SEPARATION 13 w U aw l7<o THREE 3/16"9 ALUM. ° 13 1� SPACING PER 7ABLE2 F a w W Z ,L,m w c q POP RIVETS OR ° > z L N 0 THREE 012 SMS,TYP. ° 17 I I I GLASS 3/16"0 ALUM.POP .' I / \\ OR DOOR X Fa- N CC 3 V y 17 RIVET OR#12 SMS = co w TABLE A(co) @ 18"O.C.(TYP.) AC�RN� o s \I• - / A7� 5 0R�6 OR z p PRESSURE VS ALLOWABLE LENGTH `—J �OR71611 x / MAY USE MALE OR °1 I- �� w PSF 2'X 3 N°8108• w O I FEMALE LOCK-SLAT W 0 \ 62 130' 189" 13 ALTERNATE THRU BOLT I 1/4•'MAX.FROM PIN m t CS CONNECTION TYPE •" 72 124' 179• O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR Cl CONNECTION TYPE GUIDE TO BUSHING 82 119" 172" CC3 REFERENCE ANCHOR WASHER(TYP.) u!rnY NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX. II -a I 19 w TS 3 d 92 ,114" 165^ SPACING II I I 114x3/�OTU S C°1 9"D.C. r8 102 130" 160' L---/� ANGLE BE CONNECTION 120 104" l4r 7 c 150 TABLE B a p rn 2"x 2"x.125" STRUCTURE g7" 131" (CC4) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE 114oa K zoo CTURE 5 CONNECTION TYPE -o 80' " PRESSURE VS ALLOWABLE LENGTH z m 6 m 2'x2"xl 8' 3'z3"z1/8" EDGE DISTANCE REFERENCE ANCHOR U a PSF WITH 8//0 WITH 6/0 S SPACINGSCHEDULE FOR MAX. ^� E 62 113" 166" S 72 Lor 197• FASTENER N 1B" S Cb ALTERNATE BUILD OUT MOUNT SECTION 3 5 m (USE ANY ANCHOR SHOWN a a 82 101" 14r IN ANCHOR SCHEDULE). SCALE 3"-1'-0" .b 92 95' 139" 0 102 90' 132' r : B3' 122' ILL'�/li, 150 74" 109" tt w 200 64' 94" K F w " 2"x2"x _ � »m -�° 3/16 RIVET OR 1112 SMS .090"6063-T6 =w p Lfi 19•'O.C. OR 1/4-2 n MN.GLASS In 0 N:.'T&601.T(TYP.). 17 ALUM.TUBE TYP. FERATAB�EN N z v 3/16"0 ALUM.POP 9 W ® RIVET OR#12 SMS GLASS 2 p z m c a °E ALUM. TUBE � X G063-T6 ALLOY L°1 18"O.C.(TYP.) I�� OR DOOR { o d F Q 1b6$ .F SEE'J;LZA F-R SIZE. 2•'x 5"x 1/B•' m u In k 2 FASTENERS x CONTINUOUS ¢ Iq EACH ANGLE ALUMINUM ANGLE 1"x 2" ,093"60'°3-T6 OPTIONAL ANGLE INSIDE �• AIA.M.ANGLE.TYP,- THREE 3/16"�ALUM. 17 ORIENTATION TYP. 17 d 3 o POP RIVETS OR a8 17 THREE#12 SMS,TYP. m E 1"x 2"x 1/8" a ♦L ®®4 13 ° OR 2"x 2"x 1/8" 4 CONNECTION TYPE ALUM.ANGLE ED ANCHO SCHEDULEREFERENCEFOR MAX. z s a E USE MALE OR FEMALE SPACING WPYP.GM ifWRLBENUPWPE. ` LOCK-SLAT EXISTING CONCRETE, - 13 13 BLOCK OR WOOD FRAMING 15-2339 SCALE: (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE OESCRIPRON: - N72 x 1/2"GALVANIZED SCALE i 3"=1'-0" _:'riCA[ CQRNER CLOSURE DETAILS OR S.S.SMS,3/16'm ALUM. SIDE CLOSURE OPTIONS 4'S--— - POP RIVET,OR 1/4-20 MACHINE BOLT&NUT SCALE.3"=V-0" M1tl C°T 18'•O.C. Ny�P,D.E. C5 CONNECTION TYPE 46 gNN I rrrrrr ANCHOR EXISTING z-r SCHEDULEREFEREEFOR MAX. STRUCTURE g9Orrr Do SPACING •011 1/I' �•� ' GLA ¢0 w- CLASS w Ct CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT OR DOOR— Ili Iw-�U y OR DOOR w w -: REFERENCE ANCHOR 19 W/NUT CO 12"O.C.OR N 7 m SCHEDULE FOR MAX. 0 #14 SMS Cal 6"0.C. 13 =w¢ MN 13 j=vxi=J SPACING 1/2•, (TYP.TOP&BOTTOM) MN M vai J 0.A55 F..Z u m /2" ••. T OFm :�((�� i 1/4"-20 THRJ BOLT W/ GLASS X m EPARATION LO O GF¢ (-�4 ,�C``S LOCK NUT'f)12"D.C.OR EPARATI Q=w Q #14 x 1/2"SMS(al 12"O.C. PER X z a z I- o 12 x 1/2"SMS(]12"O.C.E.S. PER E�?F- OR 3/16"H ALUM,POP TABLE2 ¢ 0 N m w VOR(6�OR/ / LLt e•J OR 3/16"C ALUM.POP TABLE Z I- RIVETS(pl 6"D.C. OR 1/4"0 L °' w o OR 6 J y� �L + RIVETS(0 6"O.C. E.S. \ �= ALUM.POP RIVETS(d 12"O.C. ¢ W �I�1 �X @ 3 R 1/4"0 ALUM.POP RIVETS / _ Cal 12"O.C.E.S. 11 AND 3O MN.0.A55 K I� <Q w / 1/4"MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 F >> Ua ¢w o z $ Q9 AND t0 1/2"TYP. GUIDE TO 5 ING w x❑.- f�LLJ y m e w F Q GUIDE TO BUSHING W WASHER(TYP.) PER TABLE2 = ,nww ZX rvOgV ASSEMBLY WASHER(TYP.) GLASS F z u m W 1/2"TYP, EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR d BLOCK OR WOOD FRAMINGrL z o t- N 3 EDGE REFERENCE ANCHOR IXI o wSCHEDULE FOR MAX. wCONNECTION TYPE DISTSPACING REFERENCE ANCHORDIST.EDGE SCHEDULE FOR MAX.SPACING ASSHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG.9 ~REFERENCE ANCHOREXISTING CONCRETE, W Ei ��6 6RSCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MM PIN \\ SPACING.ALT.FASTENER / / ® LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/ WASHER(TYP.) N Y 1/4" FROM (B INSIDE MOUNT SECTION SCHEDULE FOR MAX. 7g W d PIN GUIDE TO WITH THIS LOCATION J SCALE:3"=1'-0" SPACING BUSHING WASHER INSIDE MOUNT SECTION 5 CONNECTION TYPE c (TYP., O REFERENCE ANCHOR 1iu N g o m SCALE:3"-1'-0" SCHEDULE FOR MAX. ��1>mn m EXISTING CONCRETE, SPACING '� // BLOCK OR WOOD FRAMI EMBED. O zm w BUILD OUT MOUNT SECTION u< .a — TYP, BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" 8 BLOCK OR WOOD FRAMING )= 3 5 m EXISTING T E DGGISa o NOTE:FOR DETAILS A,B.D,AND E ON THIS SHEET, E 4 CONNE011ON TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR 5 CONNECTIO14 TYPE e A MINIMUM OF TWO SETS OF ANCHORS AND ISA "' SCHEDULE FOR MAX. REFERENCE ANCHOR „^� MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX. 1(L\�_�,J t USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 16 Cry, w F- 1/2" llJ1'' In LL GLASS w F~-W W o 8 OR DDDR MN p ¢ t w GLASS#12 x 1/2"SMS Cal 12" EPARATI 13 ~I" O O.C.OR 3/16"0 ALUM. PER = z u m ~I" - --- - - wWF-J N -A 13 I-V,x13 Fw» POP RIVETS(al 6"O.C. TABLE2 ,nww 6 5 to x o X O Z F GLASS OR MN GLA 7[ 2 u s e I- Olww OR 1/4"0 ALUM.PDP Q �Q DOOR— =F-C, u ��`� MN GLASS 13 S F z v m RIVETS(al 12"O.C. E u N PER TABLE 2 N z O z FQ- m SEPARATION �A w g,n Q u Q w¢Q z Y(S �� Z O Z F F 1/4-20 S.S.MACHIJEABLE2 Q w a< T AND Fl o N agq O O O 1/4"MAX.FROM PIN u SCREW&NOT(al F u 0 ASSEMBLY 1/2" GUIDE TO BUSHING I' 1/2 TYP. WASHER(TYP.)GLASS w F y o a p CR DOOR 1/4"MAX.FROM PIN m W o \ 1/4"MAX.FROM PIN Q GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2"1. GUIDE TO BUSHING yx y Y WASHER(TYP.) REFERENCECHOOO WASHER(TYP.)5 6 EXISTING CONCRETE, ESCHEDULE FOR MAX.m BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE15-2339 OR FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHORREFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS Col 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION, 063-T6 ALUM.ANGLREFERENCE ANCHOR SPACING.ALT.FASTENER D.C.OR 3/16"0 ALUM. EXISTING CONCRETE, AY BE REVERSED " SCHEDULE FOR MAX. LOCATION,FRONT AND BLOCK OR WOOD FRAMING S SHOWN DASHEb) SPACING POP RIVETS(ol 6"O.C. BACK ANCHORS NOT REQ'D _ OR 1/4"0 ALUM.POP WITH THIS LOCATION RIVETS Col 12"D.C. E SCALE:3"=1'-0" F O WALL/BU = D WALL MOUNT SECTION CEILING / INSIDE MOUNT SECTION ILD OUT . SCALE:3"=1'-0" O SECTION SCALE:3"=1'-0" MN[LASS wNJ )�ROO,P.E. GLAOR DOOR PER TABLE 2 13 C `` W Ouu GLASS OR •'•,• -I��7 /i F u to DOOR Z GLASS OR 0. 'q W(L DOOR MN.GLASS X N N '• SEPARATIONf_W * z a 2 K MN GLASS w PER TABLE 2 .Q,, A Mv ZFPERTBLIE 2 w I- ~ yVI y N= /fir// 2JJ VI ,UOS 2 =Zp _ €ui �m 13 foz zW(X Lnou 13 Z67 as �36 1/4"MAX.FROM PIN GUIDE UU Cl CONNECTION TYPE Q W¢w '7 �m$ o 28 U a REFERENCE ANCHOR f U z i N O�q 3 z TO BUSHING WASHER(TYP.) a yI SCHEDULE FOR MAX. u a W .w� °m TWO 1/4"0 WOOD .250" SPACING a VI N r 3 u LAG SCREWS[m 24" �--C4 CONNECTION TYPE '1' w, O.C.MAX.WITH 2" REFERENCE ANCHOR '"3 .250 w0 THREADED PENETRATION SCHEDULE FOR MAX. °c "T"INTO CENTER OF 2X STUDS SPACING w 1B� EMB."T' 14 SMS(Rl MIDSPAN BETWEEN �•_ m STUDS FOR TRACK TO 1"x 4" S EXISTING HOST STRUCTURE PLYWOOD& TUBE CONNECTION / STUCCO FINISH 1"x 4"X.125" 6063-T6 ALUM.TUBE O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W > THIS DETAIL TO BE USED WHEN STUD SPACING SCALE,3"0 1'-0" SCALE:3"=1'_0" �8$ d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. Fa m OWALL MOUNT.SECTIONFmLllsETAIL MAYSCALE:3"=1'-0" BE USEDT TOP � Eo 8 E w o .S O a ACCORDION SHUTTER 0: 3 g PER PRODUCT APPROVAL F o —GLASS D I SEPARATMR ION OR DOOR j c PER TABLE 2 13 = in n EXISTING WOOD APPLICABLE AT TOP N Z N a S X z TRUSS OR RAFTER H AND/OR BOTTOM a a Xa as P 24"MAX.O.C. 2"OR 3" S M E M EXISTING FINISH MATERIAL i A g 1/2"MIN. 5 fi 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-Tfi i °°I 9 v= a o TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE LL 2"x 3"x Ye"x CONTINUOUS OR 2.175" O 1/4"TILE(TYP.) 1/4"0 W000 LAG I a 2"x 2"x ye'x CONTINUOUS I" FINISH MATERIAL SCREWS WITH 2-3/4" w ' GOGl-T6 ALUMINUM ANGLE 5�IN PLYWOOD MINIMUM THREADED EE - PENETR."T"IN WOOD cul 5 6 z b 0.9"MIN.THICK 6061-T6 ALUM TRACK X �� 1/4"0 A32S GRADE THRU BOLT(al 7"D.C. EACH RAFTER OF TRUSS, q o ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A32S GRADE THRU BOLT(al 12"O.C. 24"O.C•MAX.WHEREMACHINE SCREWS AT 3"FROM ENDS ANGLE EXTENDS BEYONDEXISTING 3 KSI CONCRETE -" AND 9"O.C.FOR THE BALANCE GALV.OR S.S.HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THANy,"OELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW 9"0•C.W/1-7/8" NEXT TRUSS.FOR BALANCE WITH 1%a" MIN.EMB• IN WOOD SG@0.42.TO 0.55, F-w Y OMIN EMBEDMENT AND 2y=" MAX.DESIGN LOAD .S 5'•0°MAX SPAN: Mwe= e MINEDGEDISTANCE, t 62 P.S.F. EXISTING LOCKCONCOTE, 15 13 2=z i' STAGGERED WITH 3"MIN. HOLLOW BLOCK OR •>; rn L'o h Q CC✓'MR"FRW L BERPROOPE. MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE SPACING,TYP. f 52 P.S.F. .r 2"x S"x 1/5"CONT. J(w tt Z F- ANCHOR N TYP < 15-2339 E BASED ON TYPE OF ALUM.ANGLE(6063-T61 E_J U a Ha BUILDOUT MOUNT STRUCTURE w SCALE: SCALE:NTS (MAX.DESIGN LOAD x 72 P.S.F.) a PAGE DESCRIPTION: PASS THRU DETAIL Hb O SCALE 3 1'-0" TRUSS MOUNT SECTION N : SCALE:3"-1'-0" ECTION EXISTINGSTRUCTURE ALT,LEG DI EMBED OLIN INS SOLID SET ETE HOLLOW RS WITCK,3"M N MUM 12'MIN FROM' EDGE OF ACCORDION EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE BOTASSEMBLY 1.1`� %'(•�' ` (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE TOP OR TOM AX i 1/2° PER SPAN TUBE SCHEDULE I'Q• EMBED. SPAN TUBE PER *�• DESIGN SCHEDULE ACCESS HOLE :N. A �FpN EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT @ 3.5"MIN SHUTTER BLADES % �� Vl'M• � £u 12"O.0 OR#14 x 3/4"SMS 6"O.C. TYPICALa I �;lx �`3 m - 1/2"MAX. 3"MIN - 5 6 2.875"r3 HOLE(TO RECEIVE EDGE 3 ,6 z ¢ UI Q "L0 o .ROUND WINDOW ASSEMBLY) DISTANCE p MIN.GLASS 13 ~ �( .t,m w Bp MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION ce p Z N O a z PER EVERY OTHER BLADEGLA55 OR k o o W G - DOOR- N O U (n Y LIGHT-N-VIEW WINDOW 3"MIN < 0W oO DISTANC a EDGE rl/2"MAX W I}1 8 N.T.S. EXTERIOR ELEV LL=k0 F w z1^m 5 6 LLK N Z 3 16 1/4"MAX.FROM PIN GUIDE n TO BUSHING WASHER TYP. m LL1 O c ACCESS 1/4-20 MACHINE BOLT W/NUT @ 1n 1/2" HOLE 12"O.0 OR 814 x 3/4"SMS 6"O.C. 2.875"0 HOLE TO RECEIVE ROUND - SPAN TUBE PER w 3 d WINDOW ASSEMBLY EMBED. DESIGN SCHEDULE $ 1/2" (2)6063-T6 ALUMINUM p, i) �T1AX. ANGLES PER BEAM END,SIZE !.1 M '� EXISTING '1. 1 PER SPAN TUBE SCHEDULE � � n HOST 5 40 THRU BOLTS SEE BEAM O z m ¢ STRUCTURE CHEDULE FOR REQUIRED NUMBERS v Z e 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m u< G EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 0,125" 0.125" SPACING,AND 3"MINIMUM EDGE DISTANCE a 0.032" 0.032" t MAX.DESIGN LOAD= 72 PSF o g a Q� 4 0.196" �/� �� ' � SPAN TUBE SECTION N.T.S. VERT SECTION QS" r�1 S / \ SPAN TUBE SCHEDULE u / ` ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE ' �1 I `¢ TOUND UBE SHUTTER SPAN THRU-BOLTS ANCHORS PER fl T LI WIN OW SIZE SPAN - _ _ ANGLE --LENGTH- ' _ In ASSEMBLY TOP BOTTOM TOP OOTTOAI TOP gg OOTTOM TOP BOTTOM LL �� TUBE TUBE TUBE TUBE TUBE j TUBE TUBE -TUBE m 80" 123.8' 135.2" 2 2 2 2"x551 96" ..101.7' 100.9" 2 2 3 eW 3 7' ..7^ 4 W� � 6� 123' 09.9' 84.4" 2 2 3 3 7" T' 6 1-i r / /~ 60" 129.1' 157.0' 2 2 2 3 4' 7" S€ 2"xe")t 96" 114.8' 124.1" 2 - 2-- 3-- 3 7" 7" ' 0.125" 123" 1028' 709.6' 2 2 4 4 10" 10" e " 60 138.0' 198.9" 2 2 3 3 7' 7" 5 0.188' 2.Y8'k -- 0'3,250" 0.125' B6" 122.7' 155.7" 2 2 3 4 7' 10' 8 - ! 123" 175.4' 737.6" 2 3 4 5 -10" -,3" a 3 ` TxI0'x 00' 150.1' 240.0' 2 2 3 4 T- 10 t 3~$ S / 96" 140 229.0' 2 3 4 0 C� L�T_N-VIEW WINDOW �� 9.1875 .6'123" 1322' 203.1" 3 - 4- -5 _7_ SABIC PIASTICS SLX1431T-UL-94HB __// C0F=Hf iRO6f L 09W=PF. y PAN 2 4/4 TUBE SCHEDULE NOTES: 1. E xY' 5"xl/4"ANGLES FOR 2"xS"&2"x6"BEAMS. 15-2339 ' 2. USE 2"x5"xl/4"ANGLES FOR 2"XB"&2"x10"BEAMS. soaLE1 ' 3. USE BEAM SCHEDULE FOR DETAIL 3/8, pace oescRlpTION: 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 - Z BE MID-SPAN E W/ ROUND WINDOW LOW 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 I c ' 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.' 6. LAP BEAMS ARE NOT ALLOWED. t 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. s ,ANCHOR SCHE'DULE:'CO'NCRETE `•• �40� �'qP�,, 2,5"MIN EDGE DISTANCE '•]a A;r� ,7��'� spans Ip T4 6'-0" Spans UD To 8'-3" Spans Up To 12'-0-'� CCSJJJ`Y 1 LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR �(F50 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 •" 1l43iTWT-S�COM OR ELCO 43 160"16.0"SS.O"16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16,0" 9.5" S.S" 8,5" 14,5" " 53 16.0"16-4"W.!:" 4.5"16.0"16.0" ]2A" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" Q z W N M I �6ti£c.0(3•>2r.:i:a.N CONC) 62 16:0"16,0'"8.5" 12.5"16.0"16,0" 9_5" S.S' 8.5 15.q�15.0" 7.5" 4.5" 7.5" 10.5" ^ i j 76_16.0"13.0" 11.0"Imr 15.5" 8.0', 5.0._7.5" 11.5"15.0" Z5" 4.5" 7.5" 10.5" 7 /`l COMBINATION IGO SS,O" ZS" 4.5" 7.5" 10.5"i5A"7.5" 4.5" 7.5" 10.5'"15.0" 7.5• 4.5" AS" 10.5" 2 x 5aTYP COMBINATION 3(4"iMILLEVIUM MILLFAST v'3 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9,0" 13.5"]6.Q" L6.Q" B.S" 5.5" 9.0" 13.5" / ' r t� ` alb WITn 1-314'EMBED(3275psi 53 16.0"]6.V'13.0"i5.0"16.0"160"11.0- 7.0" 10.5"16.0"13.5" 7.0"' .. 7.5" 9T5" p P}W�}. W S.•x C M;N CONCRETE) 62 160"15.0" 8.5" 13.0"16.0"160" 8.5" 5.5" 9.0" 13.5"13.5" 7,0" 4.S" 7,S" 9.5" �L "!4 u.m s a " 70 16.0"12.0" 7.0" II.W 16.0"740" 7.0" 4.5" 8.6" 10.5"i3.5" 7.0" 4.5" 7.5" 9.5" 100 1J.5" 7.0" 4.5" 7.5" 9.5" 23.5" 7.0" 4.5" 7.5" 9.5" 13_5" 7.0" 4.S" 7.5 9.5'• �,m W b� s l ij4"ELCO CRETEFLEX 554 43 16.0"I6.0"16.0'•160"26.4"16.0"26.0"13.5"16.4"16.0"16.0"12.5" 8.0" 13.0"16.6" t x S TYPP. W N 3 u W/2-EMBED(3350pst 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"14.0" W°'' m CONC) 52 16.0"16,0"12.5"16.0"26A"26.0"12.5" 8.V' 13.0"16.0"']6.0"50.0 6.5 11.0"54.0" N �i 3 Lu 70 16.0"16.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 130"14.0" 100 36.0"10.0" 6.5" 11.0"14.0"16.0'"i0.0" 6.5" 11.0"14.0"16.0"10.0" 6,5" 13.0"14.0" btu yp E v 3"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. Ci C2 C3 C4 CS ci C2 I C3 I C4 I CS Cl C2 C3 I C4 I C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON OR ELCO _43 16.0"16.0" 7.5"_ 8.0" 16_0"16.0"16.0" 5.0" 5.5" 16.0':16.0" 9.0" 3.0" 40" 14.0" - C2 CONNECTION TYPE USING PIECE U0 WITH OUTSIDE [n ✓ ULTRACON.WITH 1-3/4" 53 16.0"16.0" S.5" 6.5" 16.0"i6.0"12.0" 4.5" 16.0"14.5" 7.5" 100" ANCHORS ONLY m a EMBED(3192ps1 MIN CONC) 62 36_0"15.5" A.5" S.5" 16.0"16.0" 9.0" 4.0" 14.5'14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH ° . 70-16.0"22.5" 4.0" 5,0" 16:0"1.5.0" 7,5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY _ loo 24.5" T.5"wmx V�J 10.0"I4,5 ?.5"_ 10.0"14.5" 7.5" X10.0" $ �N � Y 1/4"MILLENJUM MALFAST 43 16.0"16.0"110"13.5"1.6.0"160"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" S WITH 1.3/4"EMBED(3275p51 53 3G.0 t6.0 8.0 27.0 I6.0 1b.4" 9.0" 5.0" 7.5 16.0 iO.S" 5.5" s-5" 7.5" ANCHOR NOTES: ��_ b MIN coNCaETE) ea id.0"31.5^ 6.0" 9.D" 16.0"1J.S'7.0.0 5.0" 6.5" Ito^to.5" 5.5"/5.5" 7.5" 1. SPANS AND.LOAD5 SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING J:. 3 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 24.5" 5.5 5.5'• T.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE c p M 10,5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7,5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). ❑T.7 k dam.. J 1-114"MSN EDGE DISTANCE z 1/4"ALL DINTS SOL -- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm 2 S ANCHOR W/7/6'EMCl C2 C3 C4CIC2 C3 C4 C5 Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR � U¢j4-20 SS MACHINE 560"]6.0" 8.5" IDIS"Sb.D16.0"12.0" 5_S" 7.5 ]6.Q 12.5 6:5_ 3.0" . " EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER3006P51 MIN CONC) 16.0"25.0" 6.5" 8.0" 16,0"16.0" 8.5" 4 0•' 6.0 15.5" 0.P' S.0" 4.0" THAN OR EQUAL TO SHUTTER SPAN,16.0"i±.D" S.D" 7 D" 16.0"12.5" 6.5" 3,5" 5,0" 10.0"10.0" 5.Q" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTIONTYPE16.0" 9.0" 4.5" 6A" 16.0"10.5" S.5" 3.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE10.0" 5.0" i S. 7.0^110.015.0- 4.0" ZO" 10.0 5.0 AO" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g F3"MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE S2 .. 114"ALL-POINTS SOLID-SET - '- CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ANCHOR Wr'3j8'EMDED B, CI C2 C3 C4 CS Cl C2 C3 C4 C5 CS C2 �C3 C9 CS CONNECTION TYPE. v + 3j4-20 55 MACHINE SCREW 43 16.0"16.4"160"'26.0"16.0"1b0"]6.0"3],5"ibA"16_tl"16.0"51.0 70" 11.0"16.0" b (3000psI MIH CONC) SJ 16.0"16.0"13.5"16.0"36.0"16.0"14_0" 8.5" 135 I6.0 16.0" 8.5" 5.5w9ll 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE I+�y '2 E6.0"26.0"10.5"16.0"16.0"16.0"110" 7.0" 11.0"16.0"16,0" 8S" 5.SONLY, 70 16.0"15.0" 9.0" 14.0"36.0 160" 9,0" 6,0" 100"130"160" B,5" 5.5 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 500 16.0" 8.5" 5.5'• 93" 12.0"16.0" BS" 5.5" 9.5" 12,0"360" 8,5" 5.5IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT D TUC .E OTHER r 1/4'POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO _ FINISHES. W 114.20 SSCOLTANO C] C2 C3 C4 CS C] C2 C3 C4 CS CI C2 C3 C4 CS a ',/EMBED(3000ps1 MIN 43 16.0"I6.0" 14._0"_16.0"I6,0"16.0"14.0" 8.0" 12.5"�160;114.0" 7.5" 5.0" 8,0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS c y E CONC} S3 16_4"16.4" 9.5" 24.0".16.4"76.4" 95" fi_0" 10.0" 55.5" 6.0" 4.0" 7.0" 80" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOU FRAMING is 'A6MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR120"'IT0"14.5" 7.5" 5.0" 8.5" "I3.5" 6.0" 4.0" 7.0" BASIDE CLO�URE PIECES.70 16.4 20.0 6.5 10.5"16.0" 12D" 60" 4.0" 7.5" "ZI. 6.4" 40" 7.0" 8.0" LL 944 i$ -- --------- .V, $. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER a 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" LO" 8.0" 11.5" 6A" 4.0" ZO" 8.0' SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" % gdg 3.1(2'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG 5CREW5 SHALL zn I/4"POWERS SS DROP-IN - -- --- --- - - --- HAVE PHILLIPS PAN HEAD OR HEX HEAD. 54 W/1/4.205580LT AND CI C2 C3 C4 CS Ci G2 C3 C4 C5 Ct C2 C3 C4 C5 a0 ' 1"EMBED(300Cpsf MIN 43 16.0"16.0"15.0"16.0"16.0"16.0" 14.5" 15.0" 7.S" 50" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 112"ENGAGEMENT OF THREADS IN6@@ CONC) 53-16.0"16.0"10;5" i6u0"Ib.O" i0.0" 6.5" SO.S"16,0"12.0" 6.0" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER y `q " 62 '16.0"13.0" 8.0" 1.2.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.Q" 6,0" 4.11" 7,5" 8,5'• HEAD(SIDEWALK BOLT),U.O.N. a axe 7o I6A"10.5" 70" 11.0"Sb.O"12.5" 6.5" 4.5" 8.0" 9.S" I2.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR COND17TON5 WHICH ARE NOT ACCEPTABLE USES. IAg g 100 12.0" 6.0" 4.0'• ZS" 8.5" 12.0" 6,0" 4.0" 7.5" 8.5" 12.0' 6.0" 4.0" 7.5" 0.5" C y x MIN EDGE DISTANCE z DESIGNATES ANCHOER ING WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, i3 LBDuuDOPE 4 512 SMS Wj 2"EYEPIALL CI C2 CJ C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS tt ARMOR INSERT W12"EMBED q3 56.0"ib.0"SI.S"140"160"16.0" 16.0" T.5" SO.Q"Sb.O"1@0" 9.0" 4.5" 6.5" ]J`5" il. MINIMUM CONCRETE STRENGTHS ARE AS]NOICA7ED IN ANCHOR SCHEDULE. 'j�-23C� 1(20GOpsl WN 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" S.5" 10.0" 16 0'16.0" 90" 4.5" 6.5" I4.0"14.0" 70" 3.5" 5.5" 10.0" 32. WHEN ANCHORING TO HOLLOW BLOCK SDS PACT SHOULD NOT BE USED TO PAGE DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PACE 4eS0u3moN: -s 74 16.0"1x.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK G` 4' 100 114.017.0" 3.5" 5.S' 10.0"54.4"17.0"13.5" 5.5" 14.0"74.0" T.0" 3.5 S.5" - P12 SMS W/2.75"EYEWALI 43 �E.03G.0"16.0"iG.O"SG.O" SG.O"1G.0 10.0 140"I6.0 16.0 11,5 6.0" 16y0" 4�9 ARMOR IN52RT Wj 2.5' 53 16.Q"12.0"16.0"1b.0"56,9' 15.0" 7.5" 11.4"26.0"35.0" 9.0" S.D.- 8.0" 33.0" EMO'cU(200GpsI t41t3 CONC) 62 16.0" 95" 135"16,__0"16.0"11.5" 6.5•' 9.S" 16.0"16.0" 9.0" 5.0" 8.0" 33.0" (�70 16.0" 8.0" 11.5" 160" 9.5" 5S" B.5" 14.0 16.0" 9,0" 5.0" 0.0" 13.09.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"1b.6" 4.0" 5.0" $.0" 130" rr L 1 r:� MORE Im �Immm mm nowEmma � W �. MMEMIM ma mm NEI •■ mmmmm mmm© mom® . mo • ' . • • • • 1-1/4-EMBED - m �mmmm©mmm�mmmm mmm®mmm�m�� • _ - i_._,........ a/� � ., / � 1"Irmlelm/m/. i//j/� jj��i • 10 .Y ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK �1L,Nl ihfl/fffPa _ 2'MIN EDGE DISTANCE Ci Spans Up To 6'-0" Spare U0T.8'-3" Spans UO To 12'•0" �Q 1 •, 7� O(� ANCHOR LOAD CONN'TYPE CONN TYPE CONN TYPE sG {P Cl C2 C3 Gi CS Cl C2 C3 C4 I CS Cl C2 C3 C4 C5 3 812 SMS W1 2"EYEWALL 43 16.0•'160" 7.5•' 9,0" 16.0"15.5" &5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" P oARM00.INSERTL�W/c�1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.01 7.0" 3.5" ].5"•5.0" s, EMBEDy G' 62 54.0" 7.5" 4.0" b0" 14.5" 9.0" 9S" 4.0" 7.0" ZO" 3.5" 3.5" 5.0" ym 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.S" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" j CIA 4� 70" 3.5" 3.S' S.0" 7,0•' 3.5"�3.5' 5.0" 'r�` ANCHOR SCHEDULE: WOOD (G-0.55) 3/4'MIN EDGE DISTANCE �.n1 Q Q LL a G Spans UD To 6'-0" Spdn$UD TO B'-3_' Spans Up To 12'-0" Z L uco Z o 9 �j LOAD CONN TYPE CONN TYPE CONN TYPE Z �0,o W�Z O ANCHOR {psU W Lu 3"w z Cl C2 C3 C4 C5 C1 C2 C3 C4 CS C1 G2 C3 C4 C5 p 1/4•LAG SCREW WITH 1.3/4" 43 16.0" 16,0"1L5"'12.5"16.0"16.0"16.0" 7.5" 9.0" 15:0"16.0"14.5" 4.5' 6.0" 16.0" �j Ey" j d MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"r16 16.0"ib.0" 6.0" 7,0" 76.0"I6.0" D W �' 62 16.0"16.0" 7.0" 8.5" 16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" w-- 70 16.21 16.0" 6.0" 7.5" 1b.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0"100 16.0"11.5" 4.0" 5.0" 16.0°11.5" 4.0" 5.0"160"16.0"11.5" 4.0" 5.0" 16.0"7/16"WOOD BUSHING WITH 43 16.0"16.0" &0" _10.0" 15.5" 8.3" 4.5" 7.0•' 25.5" 8.5 4,5" 4.5" 7.0•'d 1,13"MIN EMBED B.1/4.20 53 i&0"10.5" 5.5" 8.0" 11.0" 6.0" 3.S" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" SS MACHINE SCREW62 24.0" 80" 4S" 6.5" 90" 4.5" 3.0" 4.5" 7.0" R4" 3.5" 4 0" 50"91 ,L�mm 70 12.0" 6.0" 3.5" 5.5" 7.5" 3.5" 4.0" 5.5" 7.0'_ 3.5" 4.0" S.0_O �P'00IY��01L 100 7.0" 3.5" 4.0" . 7.0" 3.S"� 4.0" 5.0" 7A" 3.5" 4.0" 5A" 3 814 SMS OR 414 WOOD 43 16.0"16.0" 12.5"14.5"16.0" 16.0" 16.0" 8.0" 10.0"16.0"16.0" 11.5" S. SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" d THREAD PENETRATION 62 l6.0"16.0" 7.5" 9.5" 16.0"16.0"11.5" S.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" !� C o• bA 70 16.0"16.0" 6.5". 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0" 16.0" 9.5 4.0 5.5" 13.0" Iyn rn rnl Q M 100 I6.0" 9.5^ 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" o.a - ANCHOR SCHEDULE: WOOD (G=0.42) 3/4"MIN EDGE DISTANCE t Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" (=(� ANCHOR LOAD CONN TYPE CONNTYPE CONN TYPE l\}S g 6i (ps7) CI C2 C3 C4 CS Cl C2 C3 C4 C5 CI C2' C3 C4 C5 (D g 1/4^LAG SCREW WITH 1.3/4' 43 16.0"16.0"1 9,0" 10.0"16.0"16,0" 16.0" 5.5" 7.0" 16.0"16.0" 9,5" 3.5"14Z"115.0" of MIN THREAD PENETRATION L43 16.0"ifi.0" 6.5" fl.0" m:,".16.0"72.5" 4.5" 5.5_' 16.21 15.0" 75'y_3.0" 4.0" 11.0"16.0"16.0" .S" 16.0"16.21 9.5" 3.S" 5.0" 15.0"15.0" 7.5"I 3.D" 4.0" 11.0"16.0"13.5" 4.5' 6.0" 16.0"16.0" 8.0" 3.0" 4.0•' 11.5"15.0" 7.S' 3.6" 4.0" 11.0" 15.0" 7.5" 3.0" 4,0" 11.0"15.0" 7.5" J.0" 4.p" 11.0"25.0" 7.5" 3.0" 4.0" 1414 SMS OR 814 WOOD 16.0"2b.0 . 10.5"26.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5"' 5.0•' .p SCREW WITH 1-314"MIN 16.0" " " 8.0" 16.0"16,0" 8.5" 4.0" 5.5" 16.0"105" 5.5" 2.5" 4,0" 75O THREAD PENE(RATION -'-, _ .. ..__16.0"11.5" 5.4'_ 7.0" 16.0"13.0" G.5° 3.5" 5.0" 10.5"iq.5" 5.5 2.5" A.0 .516.0" 9.5" 4.5" 6.0" 16.0',II_0" 5_5_' 3:0" 4.q, B4O_' Ip,S" 5.5" 2.5" 4.0" 7.5.. _ ..._10.5" S. 2.5" 4A•" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" ¢ Y .w o LOAD CONN TYPE CONN TYPE CONN TYPE & x ANCHOR {PsI} CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 6 P1I} 5/16'ITW TAPCON XL W/ 43 16.0"I6i0"16.0"16.0"16.0"16.0"16.0"15.0"160"16.0"16.0"15.0" 9.0" 14.0"16.0" 2-If4'MIN.EMBED 53 26.0"56.0"16.8"16.0"16.0 160 16.0"11.0"16.0"76.0"16.0"12.0" 7.5" 12,0"16.0" 2i �p 62 16.0"16.0"14.0"16.0"L6.0"16.0"15.0" 9,0" 14.0"16.0" 16.0"12.0" 7.5":12.0"16.0" y LL�x E 70 16.0"16.0"12.5"16.0"16.0"16.0"12.5" 8.0" 12.5"76.0"16_01 22y0" 7.5" ,72.0"16.0" R 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 16.0"12.0" 7.5" 12.0"36.0" > o 5116^ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"160"16.0"14.5" 6.5° 9.5" 16.0"110" 5.5" 6.5" 9.0" OCpyyORIIR4p(L6EFNV2V PE O 2.1)4•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" m 62 16.0"10.0" 60" 9,0" 16.0"12.0" ".o•' /'a:s•' 15-2339 ' 70 15.0" 8.0" 5.01• 8.0" 15.51 9.5"j S.S" 7.0" 9.0" 6_5" 0 z I00 9.0" S.S" 6.5•' 9.0" 5.5" 6.5" 9.0" SCALE: _ ,/ 6.5 PAGE OESCR7pnom l70 - - ---- -�_�--_...2•MIN EDGE DISTANCE Ci LC C4 CS C! ' C2 _C3 _C4 CS _CS _C2 C3_ C4__C5 812 SMS W/2"EYEWALL 43 16.0" Lis'16.0"16.0" 14.0" 6.0" 8.4" 1G.0"14.5" 7.5" 3.5" S.5" 11.5ARMOR INSERT W(2"EMBED 53 3&0" 9.0" 56.0"16.0'" 9.5" 4.S" b.5" 16.0" b.0" 04.5" &S" 62 16.0" 7.5" 16.0" 6.0" 3.0" EETES_70 16.0" 6.5" 16.0"12.5" 6.5° 3.0" 4.5" 9.0" 53.5" b,0" 4.5" 8.500 11.5" 4.5" 8.5" 11.5" 6.0" 30" 4.5-18.5- 115" 6.0" 3.0^ 4.5" 0.5" __...