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HomeMy WebLinkAboutProduct Approvals R��NQI ME F L ��' t •N BQS Home i Log In i User Registration Hot Topic ( Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Unks Search d :r.!ss Merida LAW%:�, r � � Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# 171-13757-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I i 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@engineefingexpress.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 I ' I 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 indeol.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COT Indeo3.ndf Referenced Standard and Yearof Standard)) -Standard Year ASTM ESB86 2006 ASTM E1996 2005 i ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 I I i r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 EDuiv EDuivl.pdf FL13757 R6'Ecuiv Eguiv2.odf FL13757 R6 EOLlly 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 Dwcl.nddf 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 Eva(l.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 PLI2757 R6 II Dwc12.i)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PEOD46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eval2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to.missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwo3.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.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an ANEEO 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 notsend electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click hem. Product Approval Accepts: 0®99 M Credk Card safe II i 6.8 STREAMLINE SHUTTER iFl)[ F `C I GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE jlVHZ ;Lcg 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING z N-Pr0O4654E CODE SIXTH EDITION W017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE INTER ATIONAL BUILDING CODE(IBC}AND INTERNATIONAL RESIDENTIAL CODE -a 06THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH my'E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION STATE op DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE w M x E REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ............ FLORIDARIBUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN v;Is PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. tw44 3. DES ESTING WAS CONDUCTED IN ACCORDANCE WITH MAXIMUM 3 AND ASTM E1DIVIDED 86 z 04 lffl.99VE330. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T2ROTED PRESSURES DI DED YAI.5 4. SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE UIRED FOR A WIND Z_ ZONES, oN IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL L T CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. PLAN VIEW G. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 3: 1 8 LOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR DESIGN. T 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 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.65 SHALL BE USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER TV Pi P 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE d CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR I L u VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HUR I.. E P. R. OTECTION OFFICIAL MAY RE( -BOTTOM DIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND z SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK ,A DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS LJER APPROVAL LOCKING MECHANISM,SEE Fe 9 13. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LUDWING MINIMUM TYPICAL PLAN VIEWS 3333 INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL ' TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996 8L E330 SHUTTER ELEVATION TAS 2131 202& FLORIDA PRODUff APPROVAL,NUMBER TABLE 2: 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 EXTERIOR ELEV K.S.I. MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A 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. 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 RE&IRE. rt 18. FLOOR TRAM MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REM VABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS BE SENT TO FORM A CURVE WITH A MIN.RADIUS OF 10", INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ALL DIMENSIONS IONS OW IT SPAN 20. INCLUDE POWDER COATING FINISH. :5 30'ABOV5 >30'ABOVE 5 34'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAYBE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. lo fi!11 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72. 2-1/4' 1-6/8, 2-TS" 1-518" TABLE 1: 99" "1Q . 1-718- 1 3-518. 1-7/8" TABLE-1 NOTES: i24" NN 2- 2' ACCORDION SHUTTER 1, DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718- 2- SHUTTER SPAN SCHEDULE*ABOVE ARE SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. POSITIVE NEGATIVE 2. 2. PRqdjFZ! LINEAR INTERPOLATION BETWEEN SHUTTER DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND aRoWAPD COUNTY R"'m SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 8 *3- NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ;15-23�39 SPAN PRE PRESSURE ETWCEN THOSE INDICATED ABOVE,THE 'ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A ESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". "a SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30-SHALL 12" 100 ioO HAVE 2-7/B" :5 MINIMUM SEPARATION FROM GLASS WHEN 30'ABOVE GRADE,AND 1-5/6'WHEN,301 ABOVE GME, Sir 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 120* 63 653 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144- 43 6. SEPARATION FDA GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-09. 10 E011654 PROJECTION VARIES �`,•pN.••" _ + 2.874' -y- -- 4.674"MAX. - 1(```CC:'"'- L S•.• "::0.115 ' p -0.080' NOpE0046540.062" 0.450' _ . T 0 0.125" 1.830" 0.062" _�] 1.708"- 0.100' �- ,708' O.SOD" '� U- --1- j_ 0.080" 0.063_'_ ;0 3r * o L o.19s^ z.ezo" - � Art Op + 0.195" 0 0.070' H O.OfiO" iry ----r 0.060" JL 0,062"�+ 1.900 <O I .� - .-. 0.125' �. in 0.630" _--{ 0.630" -t-f '"! 1.993"� r �p RIDA FW-m 8 lI 0.062' �_} 0.062" ,� V e?jT -1' L G. 0.630'1'--f--j 0.630' ' I 0.143' C(1.09Cf1j��E -_}L-� 1.069"'f }---10.971" I }0.971"J 0.143' -11�- y Illlllll I1\ wCNO= €� L 01YK'0' 0.O6i, 1'A70"1 II IIS 0.630" Z� 0.200 }-1.069' 0.062" 0.200' �`y r -- I 0.630" 0.06 J- 0.0621 .. /� 0.062 I I I ya�� -1069" SUPPORT LEG OPTIONAL {-1.069"4 p 62" x1.069"' 0.062 �00" W� $ry9 6g�� -5.745"M "' --5.745"MAX. 3 018 Oj WALL O BUILD OUT WALL 3 STREAMLINE CEILING TRACK V STREAMLINE WALL TRACK O HEAVY HEADER SILL LITE HEADER SILL odu� O SCALE:HALF SIZE v SCALE:HALF SIZE SCALE:HALF SIZE v SCALE:HALF SIZE SCI SCALE:HALF SIZE SCALE:HALF SIZE •+ WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- 2.655" 0.675' 2.1945"�-1.230" � -I1- -- -1.229" - ( I I 0.060" }}_ y Ir- 0.75" `Irl I � pDi.l p f-2.655' in -rt I �I (�;L1 2.362'-{ zm �` .... " 4 r'{i I 0 m o li 0.105" I I +JC' L ..._J..... 4.84" v 1.069" .7 -ri .833' i� ry rNI I n ";':.;i'--•-i t- 4.510" c 1.069' '0.105" �I nrn i j 0.075' .n:i 0.075" ry _ 6 033 0.105" i4 I I _..f..._. -I1 .0.994'1 0.044" e 7 �---4.510' �- _� 0.07 _- NOTE:TESTED THICKNESS OF m 0.781" �-----4.510' -3.506"� BARE METAL W/O PAINT IS 0.039' - r SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR 1� ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE a R (7 I SILL SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF S1ZE SCALE:HALF SIZE r� SCALE.HALF SIZE ■ SCALE HALF-SIZE F - 0. R A $ 477 • 1 (J®1.57.0" 0 5100.080 0.143�yy0.5900.341- .06.06 0 .070'-1t�-t D.245' 0.143" c1.708° ' 0.096" 0.060' 0.115' 0080' 0.117" 4.753' m 0. 090" yl�-¢Bggg- - ' 0.096" e a g# 8 ��...4 1-0.180' ,1 0.080" Qbg ' . 0.682' 0.630' 0.060" C. I 0.693" 4 oOelWuvBtri(LIBEWVOYL 1----7. 15-2339 2.822 �aue{ . NOTE:THICKNESS OF BARE �--}-0.420"�1.625"� ' METAL W/O PAINT 15 0.039" Nlae CE6CRTPTIOMt J5 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL �7 6.8 STARTER Ig WALL SILL CLIP 88b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALL,HALF SIZE SCALE HALF SIZE 94 a • ' NIABN L 1EtlMAMO P.E `,`tltttiittltj tFt9616549 •�.r '� 1.950"-- 0.125' NYLON WASHER OR 0.610" STAINLESS STEEL ASSEMBLY .4 0` ALUMINUM ttS: Lt 0.320`0 HOLE p 0. 0.357" - o *: /lop F 7 O 6= 0.276` �0 0.884 O.OS WHEEN "f v v,o INSERTS SCREW W/TC ULTRACOTE �'--• 0.591" ri x0.120'o ° =CI INTO COATING ,.'I1- 1� s N } * `rt TRACK (TYP TOP IA BOTTOM) n0.462"- %l51: STq tel, rQi x t t TYP.AT EVERY OTHER .111-��� 0.750" NYLON BUSHING W/WASHER: -_. �r�j Xoz?dAF m �+z 1- 5•Mme•" 'i D.670' 7/16"0 x 1/2"@ INTERIOR JOINT TDP ��Q •....'•.•' •� 05,,1 INSIDE JOINT AT TOP. 7/16"0x1"@ INTERIOR JOINT BOTTOM 0.154" 0.137' �jt>17,gt �t1 ((� o 0ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 7Y,,I I,ENt�` 1Lo .i 9 HOUStNG-ZINC DICAST,POWDER COATED ROLLER ASSEMBLY_ i�ujSCALE HALF SIZE 24 BUSHING ASSEMBLY DETAIL BOX CEfJTER INSERT'SCACE�+IALF SIZE NOTE: MAYTEKEYPERATE I OUTSIDE 2G UIOR KEYjiHUMB TURN OPERATED INStDE- 5{At E.HALF SIZE sCatE:HAtF SIZEzHm =�23 BRASS PUSH LOCK W0"w SCALE;HALF 512E NCd..� 84155" 1.976" ow ' RD.500• " M 4.00` M _ 02nc36 . O D.266 1.603" 500° .0. 4711-1.224- 0.7 Q•267' - 0.623' . - 0.79Q" 09D" 0.314" 0.531" f/ _ 2.250 0.064" 0.2 (26; rT• __ -1 m 009 rn mZa w8 D+254 -1 0 a _ 4.6 o.6D7• t r 5- F. H O.zla" �o.zza^ D.z39 }• i j m n w A a 4 tt } ! 0.060" 0.496" I; u2 n m m n v, I i-, ,mit I (0.244" .� .-t." .y.i.+ 27 RAINGUARD 2& DECORATIVE !LOOK TRACK 1.758"-{6"� I�_ _• �9 I SCALE:HALF SIZE SCALE HALF SIZE 0.160" .�- - O.Z22"-t"i}- 4-240' 1.001 0.062"4.062' 32 0,062 �-0.176• 30 UNIMATE LOCK 31 MALE BOX CENTER FEMALE 60X CENTER - SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE -x•0.062' p 5,500'x 13/16•WIDE- -} }---}0.400' _ A _157. STEEL NUT7/16"p STAINLESS • „ . 30 0of 0.438' TMP 5/18-1Bx1 MACHINE SCREW .689" POWDER CATER,ZINC DIE-CAST 511VO INTERNAL STAINLESS STEEL 12 1' TRA,500" AL y i (b SECTION A HEAD STYLE VARIES 1.050{ e DR IRDEL M r 3g T-LOCK ADAPTER 3T T-SCREW INSERT 38 THUMB SCREW pg atlg§ INbUSTRI l SYSTEMS (OPTIONAL) a a i hum d,q 6a SCALE-FULL SIZE SCALE:FULL SIZE F B G C B 6 - 35 BOX LOCK SCALE:HALF SIZE ry o - 0.254" 4UU •tOb 4UC _ SCALE:HALF SIZE M..L�'32g '� END STRIP 1" f-z.D44-f 2" & 3" EXT }-1,625"--} }-1,50D"--� �I"0.125"SCALE: HALF SIZE g 4.050" i! 0.125' IC !!! 4.125" 0.63 t,} Et o n -0.125' 0,093• COPfTlGRiAWtLOPE py D.2s4• 0.665" $ 15-2339 R N � • r�ael+tzlzmoNt --- 7•ooD• ----} ALT. 1" END STRIP 25 2"x3"xU,i25" ANGLE StALE+HALF-SI2E�.=-... - p j 3g 2X7 ANGLE 20 21 1.5"x3"x 0.083" ANGLE SCALE!HALF SIZE SCALE.HALF SIZE SCALE+HALF SIZE --'� -`---- ANY ANCHOR PER ANCHOR EDGE DIST. �� `� �;•• -� ! 5CHEOULE @ 18"O.C. EXISTING D(ST,' GLAZING SEE END STRIPL�t -. SCHEDULE FOR M>F1C. NO E004 r'•O SPAN WHEN USlpci: - D� A ,ANGLE EMBED 20'4.9,40b AR$OC, ' °a LEG D RECITDN 11 II / 1/4- OR 6.8 SfAR �H EMBED. 17 T'r (INTERIOR) 17 17 - ___.IMAX• WITH 21 OR 2�Q lz � MIN.0.062"THICK 6063-T6 ALUM. i N SO ANGLE 1"x 1"MIN.TO 2"x 5"MAX. th--li EDG — --- --- (ANGLE LEG MAY BE REVERSED) `� FASTEN ANGLE TO TRACK W/ ITL7DIST. 36 ANY ANCHOR PER ANCHOR filOxl'SCREWS ATSCHEDULE @ IS-O.0 RNERTOP R BOTTOM;AND 1_ATTACH TO 6.0STARTERW/ 13 13 13 / 13 Al2 x 1/2"GALVANIZED OR S.S.SMS, d IZ X 1/2"GALVANIZED OR Z g S.S.SMS 3/16"0 ALUM.POP W �sN 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 4 6.60"(TYP,I USE(1)13WS PUSH LOCK OR(1) MACHINE BOLT R NUT @ 18"D.C. ALTERNATE END STRIP DETAIL- BOLT�L NUT @ 18"D.C. +yr � (EXTERIOR) 5/16-187.1;1UM8 SCREW INTO THREADED. !MTIi 6.8 STARTER AND ANGLE Ow INSERT(3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=l'-0'• ANY TRACK E 1u '- p FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. b�j W s TYPICAL PLAN VIEW HOLE SHALL BE 3/6"MAX WIDTH,UP TO PEP 9 SPAN ~ $ SCALE 3"=V-0" 1"HEIGHT. 1'810(2.77 62 108 F 72 w _ 10 2 94' 2 BU USE 11)GRASS PUSH LOCK 132 7G OR 11)S/16-18 THUMB LOCKING DETAILS FOR 2' 9.71) 02 95' SEE END STRIP SCREW INTO THREADE❑ CENTER MATES .1 INSERT 77 AT 1/3 SPAN SCHEDULE FOR MAX. TO 2/3 ANFROM _ SHOWN ON RANDOM ® 2 03' SPAN WHEN USING BOTTOI`OF SHUTTER.y 30 DETAILS 3'8!0©(4.7•) 6 B6" q 20,40a,40b OR 40c, Fa- RECEIVING HOLE SHALL BE 13 O 7 7 O Ng 3/B"MAX WIDTH,UP TO ! 7a" � 1/4" OR 6.8 STARIE0. In�� M 1"HEIGHT. 3p b ALT. BIO_?— Po AX, WITH II OR 2S. DT ate$a 2D 112 O7 40 40 USE APPROPRIATE 'r7r 132 76" ` STARTER STRIP TO g — As-��IIII 40 7.0 Byl _._. __ ...._. _ __.... ......._.... '0.093' S $1 �O FOR SOC CLOSURE 20.083' 57 83" JJJIII BUILDING CONDINONS. 13 60 6 23 21 64 7' F ASTEN STARTER STRIP o INSIDE 0 _ TO TRACK W/(2)M1Oxl" v (INSIDE) SCREWS AT CORNER,TOP ' Roii6 4z 128 ALTERNATE END STRIP DETAIL E BOTTOM ANY TRACK W/SCREW SCALE I .3"=1'-0" k 13Jw 1 zs 80 _ BOSSES. Q a� 70 111" W 1 u FUR GREATER SPANS OR LOADS INAN O 1 SILL W SHOWN IN END STAIP SCHEDULE,END [] STRIPS REQUIRE A VXI•.09D•CUP ANGLE �p MID SPAN USING A"IANDIORONTIIE EXISTING GLASS a � ANLIIDR SOIEDULE A 014x3/4'lf% -- I ? 13 SCREN OR 141.70 COLTTO END STRIP. v 30 o J USE(11 BRASS PUSH LOCK (INSIDE) USE 111 Bf7A55 PUSH LOCK OR IU 5'16-18 THUMP ` OR 111 5"16-18 THUMB 7E 13 �¢a SCREW I C THREADED �y S SCREW 1yp�0 THREAOEO a'- INSERT 37 A7 I!3 SPAN INSERT7'O 2//3 STAN FROM SPAN =Ji�n BOTTOM OF Sh1U7T[R 1 .� BOTTOM OF SHUTTER .D (OUTSIDE) RECEIVING HOLE SHALL BE �& 3'B"MAXIDTH,UP T� 1"HEIGHT. 23 g TYPICAL OUTSIDE CORNER CLOSURE — - -- 5 30 �ee CCi DETAILS WO/CORNER POST ---- —— SD 13 CO OOP1E✓AIDFMIx LWWft0PE NTS 13 31 215 13 3 (OUTSIDE) 15-2339 `-SILL USE 111 BOX LOCK AT 1/3 SPAN TO 213 SPAN FROM �A0II OIMCtifPIIDIII BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSUREbW CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY 99 R NTS gz SCALE.3` Ewa I . r7rnxx L°exxxx0o,re TYPE REFESCHRENCE OULE FOR OCI A ANCHOR /�EXISTING HO CONNECTMAXSTRUCTURE ST _ SPACING Ct CONNECTION TYPO N X 114-20 MACHINE BOLTI.N• -- REFERENCE ANCHOR 112"® W1NUT to 12"O C OR `4( p / \ SCHEDULE FOR 14AX. 114 SMS(a 6"0,C Z SPACING / 1f2" ITYP.TOP R BOT TOFi) - - W N .•j�- - 2 FASTENERS ALUM. TUBE NGLE EACH A - 6063-76 ALLOY �(] - SEE TAB A FOR SIZE. — -- I ^qRO� lY' ,.(1•., AST O 8 W o DR 7" 1/8" ALTERNATE THRU BOLT OR 2"x 2"x 1/9" ( , Cl CONNECTION TYPE In.n ALUM.ANGLE ° _ __-- REFERENCE ANCHOR IW GLASS a 0 w f3 ,• SCHEDULE FOR MAX SEPARATION t3 _ (' SA _S THREE 3/1G"0 ALUM. ° �7.... 1•' SPACING PERTA6tE2 »^. Z ¢'�� POPRIVE TS OR I' 1�1pp I GLAS5 x4a'I WLLLLII 2n,QJ FR �f THREE 012 SMS,TYP, ° 17 C 7 OR DOOR-1 I/? 3/16"-ALUM POP �., U X. �I4� iT RIVET OR 1112SMS {— �-.� `LSA Ulgdw (N 1B"O.C.IIYP 1 II -1 �j '�Tf E'' YJj ow W TABLE A(co) \ ...._..-_-_ / kNq) (S�OR([''�Of? S IiTiJ o O Li PRESSURE VS ALLOWABLELEN('RI YS�Ooj-rfZci I"',I S F-' N 7t — MAY USE MALE OR '" •'- w I— �_ PSF 2'°810 3 No 8 O, FEMALE LOCH-SLAT wn+++III 62 130' 188" 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN 'I C5 CONNECTION TYPE n 124' 119' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR R CONNECTION TYPE GUIDE TO BUSHING B2 xis' 17T GC3 REFERENCE ANCHOR I' t9 WASHER(TYP.) NTS SCHEDULE FOR MAX SCHEDULE FDR MAX. 92 11'r 16r 302 110"_ 360"_ SPACING / _-.1I/ 114x3/4"SMS Co 9"0 C H o ANGLE TO TUBE CONNECTION N� , 120 104' NT TABLE 13(CC4). EXISTING HOST 2'"x 2"x 125" Q:pv 3� 9T f3P .57RUCT URE EMBED. 6063-T6 ALUM TUBE a ti 2 Z 5 CONNECTION TYPE 00" 114" PRESSURE VS ALLOWABLE LFli EDGE DISTANCE 15F r''k78J1.8' 3Y1'h1 REFERENCE ANCHOR W[TN O -166 O SCHEDULE FOR MAX 14 ; SPACING 6Z Bur 366' E 3 72 107" 157' FASTENER Co?16"q C. E yy (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION = 82 101• t4T IN ANCHOR SCHEDULE}. SCALE 3"=1'-0" m 92 95" 13T ' a- - 102 90" - 13r 120 63' 1?2' 5 - JSO 79' 109` 3/16 RIVET OR N 12 SMS J fA 063-T6 " 13 F v z m O ( 18"BE, OR 7/4_2 17 TUBE TYP. "' tcI AR ION � MS.- I{ NU1&BOLT(TYP,(, yw PER TABLE 3/16"-ALUM,PUP RIVET OR#12 SMS Ca a GLASS 2 AI.UL1. TUBE m 1B"O.C.ITYP.1, L". OR DOOR o �� ¢ O a a d 6064-T6 ALLOY L D SEE-TA81 F R FOR SIZE. x 1/8" '"° In 2 FAS 7ENER5 iN0005 EACH ANGLE UM ANGLElam I V x 2"..093-6063-T6 AL ANGLE INSIDE " I8 ALUM.ANGLE,TYP THREE 3/16"-ALUM. g710N TYP, n 3 6 F� 'o POP RIVETS OR 17 w 5 6 6 17 THREE 1112 SMS,TYP. ETj 0 0 1"x 2"•x 1/0" 4 CONNECTION TYPE 8 fC OR M i<2"z 1l6" Ltl��( st 13 ALUM.ANGLE SCHEDULE FOR MAX —USE MALE OR FEMALE SPACING LOCK-SLAT' —"— ---EY-1571NG CONCRETE, 13>DiRRI1flIARL1BtlWJOPA 13 13 BLOCK OR WOOD FRAMING 15-2339 emir OUTSIDE LE INSIDE SILL MOUNT SECTION �Acepaclprrlaxt #12 x tt2'•GAL7LU SCALE:3"=t'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR 5.5.SMS,3/ POP RIVET,OR SIDE CLOSURE OPTIONS �1 _ NIS MACHINE BOLT 8 NUT SCALE:3"a 1'-0" ' p 7B' a CRANK 6BE 549 MARGO.P.E. C5 CONNECTION TYPE II(./a Z ni REFERENCE ANCHOR EXISTING -I SCHEDULE FOR MAX. STRUCTURE 1 SPACING— GLASS a z-' Gt.A55 w C] CONNECTION TYPE 5"MAY.. 1J4_20 MACHINE E106�f1ZP OR DOOR F u y OR DOOR---- w yI r- REFERENCE ANCHOR O W/NUT(G1 12'"0 C t m F r m a o SCHEDULE FOR MAX, 19 014 SMS ID 6"0 C- NO Ta t w¢'- MN ]3 7 "' SPACING 1/2" (7 YP 70P&BOTTBMI t GLASS _ dry,, MIN 13 N WN J LRF`upt l2.. ".•Q IJ' �N: 1/4'".20 TMRU BOLT W/ CLASS X m EPARATIJhI t9_N 4 `'•'fT EPARATIO 4=a Q 014 x 1/2"SMS(1a 12"0 C PER x z a z 1- w '� W M 12 x0112"SMS 72"O.C.E.S. PER £ F F OR 3/Sb"H ALUM POP TABLE 7 5 0 6 OR f } i�,p T ,I-.�.M OR 3/1G"m ALUM.POP TADLC2 ,-1- RIVETS(ul 6"O.C,. OR 1/4•'0 S N Q p O �J r 1 W N RIVETS(u1 6'0f E.S. gS.1 �SALUM.POP RIVETS�d]2"O.C.J�'� -�IR 1/C'm ALUM.POP RIVETSN 11 ANDV ._ /JJ(1R 12"0.C.C.S. — 1/4"MAX.FROM PIW Mw.crossw /UID MAX.FROM G ASSEMBtY 1/2'"TYP. GUIDE TO US NG 13 »AND 10UIDE U BUSHING npER TABLE 2 r m D e.'ASSEMBLYASHER{TYP.! w WASHER(TYP.) Il -- = vtwwP4 EXISTING CONCRETE, GtASS j! �Y Zum Ill LLJJ�� $M5 BLOCK OR WOOD FRAMINGJ CONNEC110N TYPE OR DOOREDGE' REFERENCE ANCHOR u X Z IQI--�CA CONNECTION TYPE DIST, SCIiEDULE FOR MAXoREFERENCE ANCHOR SPACING InSCHEDULE FOR MAXCI SpACING AS SHOWNTYPE IN DIAGRAM ON PG.4 two I" REFERENCE ANCHOR EXISTING CONCRETE, O o '- 53OR 66R S EMEDULE FOR MAX. BLOCK OR WOOD FRAMING t "'� SPACIt4G ALT FASTENER - J2„ 1J4"MAX.FROM Pili R -] LO CATION..FRONT AND ��^'� Cl CONNECTION TYPE GUIDE TO BUSHING iJ4"FIAX FRAM BACK ANCHORS NOT REG•D ((3)INSIDE MOUNT SEC IION REFERENCE ANCHOR 1/2" WASHER ITYP.Itwlyp WITH THIS LOCATION ti�,J SCHEDULE FUR MAX. W13�f P114 GUIDE TO SCALE:3"x 1:-0" SPACING 5 CONNECTION TYPE 19 BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR I SCALE:3' T-0" SCHEDUL EXISTING CONCRETE, SPACIINGE FOR MAX p .O /1 BLOCK OR WOOD FRAMI EMBED. x_ CO QUILD OUT MOUNT SECTION ` `TYP BOTTOMI EXISTING CONCRETE, SCALE-3"=T-0" m S BLUCN.OR WOOD FRAMING E NOTE.FOR DETAILS A,B,D,AND E ON THIS SHEET, EDGE fST EXISTING /a THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE Iy WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS m ._ REFERENCE ANCHOR --05 CONNECTION TYPE SQ 7? A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. a5 m FO E REFERENCE ANCHOR S B MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACKw..— _ S G SPACING SCHEDULEFDR MAXa USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 I5 & t to O N GLASS MIN OR DOOR F toGL AS 4412K12 x 1/2"S�5(Til 12" EPARATiO 53 i mSC i3 w1,I ¢w OX OR 3/16-0 ALUM. PER N Q.m I_to D B tufa PUP RIVETS b"OC TABLE2 _ ppppY?� I-N W OR-1/4"'O ALUM.PUP X tt 4 I' GLASS OR MN.GLAS £i N a1 y�W G FUN GLASS 13 =_ y-' RIVETS @ 12"0 C. T 6 t1 DOOR---- P a t w n t1 N h`- m N PER TABLE 2 SEPARATION t9 O N 4 u X PER TABLE Xwn Zi- 7O AND - E"w-'an � � SCREW 5.5,MACHINE 4..:❑LL 1/4"MAX FROM PIN' u'^ SCREW S NU7() £ ASSEMBLY 1/2" 1. 1/2" GUIDE TO At)', 1NG _ a $ 12."O C. GLASS ^- `L o TYP, WASHER(TYP,) f, 3 OR DOUR 1/4"'MAX,FROM PIN m w o _ 1/4"MAX.FROM PIN GUIDE 10 BUSHING w '—C4 CONNECTION TYPE 1/2" GUIDE TO BUSHING X 6£ WASHER(TYP) EDGE REFERENCE ANCHOR O WASHER ITYP.) � 4 EXISTwG CONCRETE, DIST. SCHEDULE FOR MAX O7P1WGft?AiIMtLANLVWPE ry= BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE FRAMING 4 CONNECT)ON TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 OR BLOCK OR WOOD FRAMING REFEREI, E ANCHOR SCHEDULE FOR MAX. "x 3"x 1J4•'CONT. / --rl 3 CONNECTION TYPE #12 x 1/2"SMS(ill 12" SCHEDULE FOR MAX SPACING ►Ka WEdTPl10NI 063-T6 Ai.UFt.ANLL[ REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING ALT.FASTENER CXKTING CONCRETE, AY BE REVERSED SCHEDULE FOR MAX: pOP RIVETS 6"D.C. LOCATION FRONT AND BLOCK OR WOOD FR AMIIJG S SHOWN DASHED) - SPACING @° BACK ANCHORS NOT REO'U OR 1/4"'0 ALUM POP WITH THIS LOCATION WALL MOUNT SECTION RIVET S P 12"0 C. [} )VlL/QUILD OUT D 3 (�CEILING t'/ INSIDE MOUNT SECTION �l 'SCALE: "=1'-0" `-� SCALE:3 -0" AL SECTION SCALE:3"=V-0" MN GLASS LLT .iMXRL OENMtR00r RE; GLA55 BEPARATbN G J 1111 jy�i9 �� � OR DOOR PER TAO'E 2 73 O D w o z. _P. •kl cyy•'r h uDOOR OR h Q y DOOR tC: GLASS OR00465~ y W d u DOOR MN GLASS ' X o y ... SEPARATION F 3 m MN GLASS w w PER TABLE 2 - U N- (`_- h SEPARATION $T 4%. ,'•'r JZ h PER TABLE R a �t76X zou z xza iiOj4=y+, ao z Ci CONNECTION TYPE 13 x ?a N z 1/4"MAX,FROM PAIN GUIDE 29 q REFERENCE ANCHOR TO BUSHING WASHE•R(TYP.} c4 SCHEDULE FOR MA X. - S- uq Jy U �39eo 0. TWO 1/4-0 WOOD 250" SPACING qN In 'u LAG SCREWS(7D 2t.'• C4 CONNECTION TYPEj. P CC MAX WITH T REFERENCE ANCHOR i I 250" b Hf TIiRINTO C PENETRATION / 7 4N, a •'T"INTO CENTER OF 2X STUDS /O SCHEDULE FOR MAX Q H❑ J m / SPACING o h M nn++ EMB."T• 14 SMS(B MIDSPAN BETWEEN l N ,1$" 8 STUDS FOR TRACK TO P'x 4'• IS,. PLYWOOD R TUBE CONNECTION EXISTING H057 STRUCTURE STUCCO FINISH t'x 4•'x.i25'• r .Mi 6063-T6 ALUM.TUBE �`,'� THIS DETAIL TO BE USED WHEN STUD SPAR t N)DECORATIVE FLOOR TRAGIC DETAIL �Q�WALL MOUNT SILL DETAIL � wig EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. `•/ SCALE:3"=1'-p" �'' SCALE:3'•=1'-0" $ OWALL MOUNT SECTION THIS DETAIL MAY y_8 SCALE!3•'=1'-0" also BE USEn � '�" M s SI O ACCORDION SHUTTER PERPRODUCT APPROVAL a —GLASS $ o F I MN GLASS OR DOOR I~- _ SEPARATION t3 in m N APPLICABLEATTOP y Z PER TAESLE2 w I EXISTING WOOD(G_0.42) _6 „ AND OR BOTTOM C a X zz TRUSS OR RAFTER $ y 4 a 111)24-MAX.O.C. ' 2"OR 3" E In EXISTING FINISH I d MATERIAL ij2"MIN. 5 6 - 1!4"AIAX FROM Flfl GUIDE i� II ,'i o �"'�- 2"x 5•'x t/0•'6063-T6 r1 r W 5 2"X3"x3a'x CONTINUOUS OR -} 2.175" 3 1G TD BUSHING WASHER ITYP I ALUM.ANGLE Wl THREE " r' I' m L 2'x2'x}e"xCONRNU-9 lµ L�ll 1/4"TILE(TYPI 1/4"0 WOOD LAG 6061-T6 ALUMINUM ANGLE FINtSN MATERIAL SCREWS WITH 2-3/4" I g ¢q _ 3/4"PLYWOOD MINIMUM T HR,AGED 9'MIN THICK 6061 Tri ALUM TRACK X PENETR.'•T•'IN WOOD @) iq —1/4"o A325 GRADE 7HRU BOLT P 7"O.C. 5 6 FASTENED TO ANGLE WITH.1/4-2D q EACH RAFTER OF TRUSS. ANGLE FASTENED TO 2- OR 5rt6"0 A325 GRADE.7HRU BOLT C 12-0 C. 24"O.C.MAX WHERE 9 EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3'FROM ENDS 6Al v.OR S.S - gy HOST STRUCTURE WITH _ _ AND 9.O.C.FOR THE BALANCE ANGLE EXTENDS BEYONb 'P t!i"O HOST ITH a l— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAI. �. p EXISTING CONCRETE HOST 6". EXTEND ANGLE TO ew 3"FROM ENDS AND 4'D.C. 5"O.C. 0 LAG MIN.EMB. _ 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR V 4"0 LAG SCBE W L61 9"O.C.w/t-7/0'• NEXT TRUSS, FOR BRSANCE WITH 134' p MIN.EMB. INWOOD SGa0,42.TO O.55. h W>> MIN EMBEDMENTTANDSTA CE, MAX.DESIGN LOAD AT 5'-0"MAX SPAN: r y s a tP MIH EDGE DISTANCE, t62 P.S.F. EXISTING COI.CRE I E. 1� Nr2um ilk,K STAGGERED WITH 3'MIN. HOLLOW BLOCfC OR L7 r++q CW ilZDIfIASMItIBiVROPE MAX.DESIGN LOAD A76'-0"MAX SPAN: WOOD FRAMING.SEE x z o z h SPACING,TYP. t 52 P.S.F. 'ri 2"x 5'"x 1/8"CONT. ALCMOR 5C11E0. ALUM ANGLE 56063-T61 W 0 15-2339 BASED ON TYPE OF q-�oq HG BUILDOUT MOUNT STRUCTURE ; tdlE R, SCALE,NTS IMAX.DESIGN LOAD 2 72 P 5 F} 6 VAC■OIPRONr Hb PASS T 1 TRUSS MOUNT SECTION DETAIL SCALE 3-=-.r-p' (K} ----- - �•/ SCALE.3"=1 0 EXISTING HOST ALT.LEG DIRECTION +t q NA"h c•: STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN .!/y�`•'`' 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM•ROUND WINDOW �,EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY " 'SPACING,AND 3'MINIMUM EDGB DISTANCE RA AX/ (2)6f163-T6 ALUMINUMANGLES PER BEAM END, ' 6549TOP OR BOTTOM �-'-- 1/2" PER PAN TUBE SCHDULEZE EMBED. SPAN TUBE PER - DESIGN SCHEDULE o O, ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT E5 O 'E F~p' - EDGE OF ACCORDION zz T'•. AIR 12"O.0 OR#'14 x 3/4"SMS 6"D.C. i f, SHUTTER BLADES £d -- �s �{' TYPICAL ii 3.51 MIN1/2"MAX. y c•-, ////S i V+'Q1 �• 5 6 � 9 �Q. W4S 3"MIN 3 16 °D EDGE T 2.875'0 HOLE(TO RECEIVE DISTANCE MIN.GLASS Z m ROUND WINDOW ASSEMBLY) Q SEPARATION 13 W o j w �n O MAXIMUM OF 3 WINDOWS EXISTINGPER TAB 15- GLA 55 OR w IIIIII���� PER EVERY OTHER BLADE DOOR x o i LIGHT-N-VIEW WINDOW �ulZ3'MIN ow w EDGE 1/2"MAX �la a ti O $ N.T. wm S. EXTERIOR ELEV m DISTANCE - _ S 6 l7 3 16 I/L••IMAX.FROM PIIJ GUIDE G o ` 70 BUSHING WASHER I'TYP1 y�y o ACCESSX1/4-20 HACHfNE BOLT W/NUT 0 HOLE B; 1/2" 12'O.0 OR R14 x 3/4'SMS G"O.C. 2.875'0 HOLE TO SPAN TUBE PER w 1 RECEIVE ROUND EMBED. DESIGN SCHEDULE C! WINDOW ASSEMBLY 1/2• _(2)6063-T6 ALUMINUM +- b MAX, ANGLES PER BEAM END,SIZE �5 a 0 p EXISTING PER SPAN TUBE SCHEDULE .O a! HO5i 1/40 THRU BOLTS SEE BEAM z < STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -.o -- 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN `m E BED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM I SPACING,AND 3'MINIMUM EDGE DISTAIfCE p 0.125" }-0.125' 0.032" 0.032" 1 MAX.DESIGN LOAD=t 72 PSF c o S O 3 SPAN TUBE SECTION p ` m B N.T.S. VERT SECTION p 9S. / \ SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE E ) 1 SPAN THRU-BOLTS ANCHORS PER LENGTH TUBE SHUTTER ANGLE d + I ROUND SIZE s SPAN S I WINDOW TOP BOTTOM TOP BOROM TOP BOTTOIA TOP BOCTOM C ra' ■■yEppp $ 1 ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE / m 0.125' 96' 101.T 106.9` 2 2 3 3 T T a �/ 123' 88.9' _84.4"- - 2_ 2- 3 -_3_._ __T -7' � BO' 12 ' ' 2 2 2 __3 4' 7' MAE E nn60mB.I /67D 11a.B" 12a,T_ 2 _ 2 _3 _ 3_ TI 7' 123' 102.8' 109.6' 2 2 4 4 10"S 10' 60' 738.0' 186.9' 2 2 3 3 T 12 _7" N 02.875" 0.128' B6' 27" 155.T 2 2 3 4 7- 10' 03.250" I 123 115.4" 137.6' 2 3 4 5 10" IT BO' 188.11_ 240.01 1_-2---3 - / D 1870' W14D.B" 228.9' 2 3 4 6 � 10• -10' LIGHT-N-VIEW WINDOW \� / 123" +322 203.+' 3 4 5 7 13' 1B' tl n �� •/ SPAN TUBE SCHEDULE NOTES: RRNML�1wPa 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB - x x x 4"ANGLES FOR 2"xS"&2'x6'BEAMS. 15-2339 2. USE 2'x5'xl/4"ANGLES FOR 2"x8"&2'x10'BEAMS_ ..CA. - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rJwe oelelumq�n 4. TOP FA 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.MIO-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 9 S N.T.S. EXTERIOR ELEV ABOVE AW BELOW THE BEAM. O 6. IAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O J ANCHOR SCHEDULE: CONCRETE ' rRAr1K t_PIaNARg6 p-& 2,5'MIN EDGE DISTANCE G LOAD Spans Up Tu 6'-tl" SPans Up To 8'-3" Spans UB To 12'-0" 0 ANCHOR (PsO CONN 7m CONN TYPE CONN TYPE ` �.•" + C1 CL I C3 I C4 I CS C1 I C2 C3 ( C4 ICS Cl C2 1 C3 1 Cl C5 NO I/4'TTW TAPCON OR ELCQ 43 I6.ff'16.0"ISA"26.0'16.0"1&O" 0"O"15, 9:0" 130"16.0.164" A5" 5.5" 8.5" 14,5" - PE004 ULTRACON WITH 1-3/4" _53 lb.p"16.0"t0.9^14.5•'10.0"10.0"lZA" 7.0" 30.5"16.0•'15.0" 7.5" 4,5" 7.5" EMBED(3192pA MIN CONC) 62 16.0'l6.0" B.5" 12.5"18.0"16.0" 9,5" 5,5" 0.5" 15.0•'15,0" 7.5" 4.5" 70 16.0"13.0" 7.0" 11.0"18.0"]5S" 0.0' S.0" Z5" IS,S"IS.0" 7.6" 4.5"-7.5" TOS" Z •Qt'+� x (1-"- - - 7 / 8 COMOR4A TIOI¢C) STATED !FEE i 100 19.0" 7.5" 9�5" 7.5" 10.5"15.0" 7.5' A.5" 7.5" 10.5"15.0"7.5" 4.5" 7.5" 10.5" 2 z 5 ITYP. T m 1j4'MILLENIUM MILIFAST 43_2&0_I16.0"25.0"t6.q"10,0"16.0"26.0' 9,0" 13.5"16.0"16.6" 0,5" 5,5" 9,0" 13.9" 9 e 10 COM81Na T10F ��•-F S WITH 1-3/4'EMBED(3275Ps1 53 16.0••16.0 11.0"15.0"16.0"16.0"13.0" 7.0" 10.51,116.0'.13.5" 7,0" 4.5" 7.5" 9.5" MIN CONCRETE) 62 16,0"15.0 85" 13.0"16.0"Z6.0' 8.5'" S.S" 9.4" 13,5'13,5' 7A"' 4S" 7.5" 9,5" O 77T ANAL a C _70 16.0"12.D" 7.0" 11A"16.0"S4.0" 7.0" 4.5" B_;-0" 7.5" 9.6" f(7t lti rt _rn Q �I,55 _ 290 13.5" 7.0" 4.5'7.S' 9,5" 13.5" 7.0' 4.S' 7.5" 7.0" 4.5" 1/4 CLOD t]1ETEFLE%SS4 93«36.0"16.0"16.0"16,0"16.p"16.0"16.0"13S'16.0"16.0" 12.5' BA" 130"16.0" f Z,2( .0 W(X'EMBED(335Dp11 MAN y53 16.0"36.0"16.0"18.0"1.6.0"16.0"16.0"t0.0"IS.S'16.0"16.0"10.0" 6,5' 11.0'•14.0" 1 x 5 tTYP, 2 x S ITYP.) W N _ .4 62 160"]6.0"12.5"tb.0"IG.O"1G.0"12.5" 0.0" t3.0"16.0"16.0"30.0" 66-,�5' 11.0"Z4.0" SS 91111T1I1'1" 70 16.0"16A"105"16xw'16.4"SGiO"10.5" 7.0" 11.5"75.0"16.0"10.0" 6.5" 11.0"1410" N 4 3q0 16.0'30.0" &5" IZ.O"14.0"16.4"10.4" G.5' 31.0"24,0"16A"10.Q" 6.5' 51.0"14.0" Cly __ _ _I-MIN EDGE DISTANCE NOTE ••S"INDICATES ANCHOR SCHEDULE SPACING CS CZ -C3 C4 C5 C1 C2 C3 C4 C5 Ct C2 C3 TC4 CS 1/4"ITW TAPCON OR ELCOr43 16.0"36.0" 7.5" 8.0" 16.0'•16.0"SGA" S.0" B.S. 16.0"16.0" 9.0" 3.0" 4.0" 14.0" SPACiNG DIAGRAM FOR C2 & CSI CONNECTION TYPE: axe' ULTRACON WITH 1-3/4" 16.0"16.0" 5.5'• 6.5" 16.0"16.0"12.0" 4.5" 16.w 24,5" 7.5" 50.0" - C2 CONNECTION TYPE USING PIECE CO) WITH OUTSIDE j EMBED(3192p51 MIN CONC) 16.0"I5.5" 4.5" 5.S" 16,0"36.0" 9,4"_ 4,0" 14.5••.14.5" Z5" 10.0" _ ANCHORS ONLY G PIECE F�$s ------••-- ,,� --... C4 CONNECTION TYPE LI E ®WITH t` 16.0••12,5•• 4.0" SA" 1&0"15.0" T.5' 11.4 14.5" 7.5" ' 10_O" OUTSIDE A14CHURS ONLY ^� 14.5" 7.5" f 30,0"14,5' 7.5' 10.0"X4.5" 7.5" l0A" 3/4"MLLI.ENIUM MILlFAS7 16,0" 11.0"13,5"L6.0'16.tl"13.0" G,5" 9.5" 16.0"13_••�D" 7.0" 4.0" G.5" ]0.5" 1 WITH 1-3j4"EMBED(3275psI 53 I6:0"16,__0" B.0" 2I.0"t6A••16.0•4.0• 5.6" 7.7.5" 36 0"t0.5"_5�5" B.S. 7.S' ANCHOR NOTES: W MIN CONCRETE) 62 16.0••11.5"6.0" 9.5" LA.O"13.5"70' 4.0"6.5" 11.0'•10.5" 5.5" 5.5" 7.5" �; g 70 35.0" 4.5" 5.5" 8.6" i6.0" 5.S'. V.S. 10.9"5.5" 5.5" T.S" 1. SPPdiS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING !•' a" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE - In R p 100 10.5" 5.5" S.S' 7.5" 30.5" 5.S' 5.5 7,5" 10.5"5.5" S.5" 7.5" D E u M $$ 1-1(4"MIN ERITE bLSTANCE LIMITED TO THOSE SHOWN IN TABLE I(Pg 1). O� O ]N ANCHOR W/7/ SOLID-SEf 2. ENTER ANCMpR SCHEDULE BASED ON THE i"KIS77NG STRUCTURE MATERIAL, am u ANCHOR W/7/0'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CS C2 C3 C9 G5 ANCHpRTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a ij4-20 55 MACHINE SGtiEW 43 15.0"35.0" 8.5" 10.5"15yp"36.p'22.q" 5.5" 7.5" 26.6"12S" 6.5' 3.0" 5.0"' 10.0" EOVAt TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 'TTHHIAi m (3000pW M[N CONC) 55 16.0"15.0" 6.5" B.0' 16,0"1&0' 8.5' 9.d" 6�0" I'S5"ltl__0"5.5" 4.D" 7.0" NOR EQUAL 70 SHitfIER SPAM. E X 62 16.0"11.0' S.0" 7.0' 16.0"12,5" 6.5" 3.5" 5.0" 10.0"10.0" S.0" q.0" 7-0" ' 70 I6.0" 9.0" 4,5" 6.0' 16.0••50.5" 5.5" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 100 10.0" 5.0" 4.0" 7.D" 10.0" S.0" 4.0• 7.0" 10.0" 9.0" 4.0" 7.0" 4, E%ISTIN,F.N UCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE E g 3 I/4`ALL-POINTS SOttD•SET 3'MIN EDGE DISTANCE, _ -_ BLACK OING.REFEREANCHOR W/7/8'EMBED& CI C2 C3 C4 C5 Cl C2 C3 C4 CS CL C2. C3 CA C5 OR BA5£D ONTYP£OF CONNECTYPE.SEE CONNECTI114-20 SS MACHINE SCREW 43- 16.0' I6A"16.0"16.8"16.6"I6,0"16A"ZI.S"16.6"26.0'16A"I34" T.0" 31.. 16.0" CONNETTYPE. r (3000pe1 MIN CONC) 63 16,0•'16.0"13.5'_16.0"16.p"16.0"14.0'" 9,6'• 13.5'16.0"18.5" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE *�ytyyry�„1 ' 62 16.0"16.0"14.5'26.5"16.0"Zfr.p"3L0" 7A" IIA"Z6x"16.0" 0.5" 5.5" 9.5" 12.0" ONLY. 44444 1���� 70 16.0' 25.0" 9.0" 14.0"16.p"16.0" 9,0" 6,0" 1p.0"13,0"16,0" 8.5" 5.5" 9.5" 1Z.o" Fi 300 16.0'. 8.S'! 5.5" 9.5" 12.0"36.0" 8.5" 5.S" 9.5" 22.0"]6.0" 8.5" 5.5" 9.5" IZ.O" 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE IN ALLIED 4' Z-5/8•M1N EDGE DISTANCE IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 114'POWERS 55 DROP-IN _ __ LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER W1114.20 SS BOLT AND CI CX C3 U C5 Cl C2 C3 C4 CS Ci C2 C3 C4 CS FINISHES. 0 1"EMBED{3600ps1 MLN 43 26.0'36:0"i-0.D"i6.0'16.0"16.4"14.p' B.0" 12.5"I6.0"]4.0" 7.5" 5�0" 8.0" 13.5" 7. WAHERE FX[Si7NG STRUCTURE IS WOOD FRAMING,WOpODp FRAMING CONDITIONS o^^ E0 CONC) -�53 16.0"16.0" 9.5" 14 0"16.0"16.0" 9.5" 6.p" 10.0"16.0"11,5" fi.D" 4A" 7.0_ B.0" MEMBERS NVERIFYPLYWOODA FASTENERS ARE AD 7SUATEWOOD FRAMING 62 26.0"32.5"-7.5" 22.6".16.0 24.5' 7.5" S.p" 8,5" 2].5"1Z.5' Co. 4.0" 7.0" $& SIDE CLO PIECES. TO w ,y 70 16.0"10.0" 6.5" 30.5"16.0i°12.0" 6.0" 4,0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" eq ¢d q �ai5y iDo 11.5" 6.0" 4A" T.4" 8.4" 3ZS" &0' 4.0" 7.p" 8.0" 11.5" 0,0" 4.D" ?A" B.tl" 8. WHERE LAG SCREWS FASTEN 70 NARROW FACE OF(STUD FRAMING,FASTENER 1/4"POWERS SS DROP-[N ^1/2'MIN EDGE DISTANCE EpGE DISTANCE I$ACCEPTABLE BE LOCATED OFOR WOOD FRgMINGMtN.7 WOOD STU H 31q- e W(i/4-20 SS DOLT AND CZ CL C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS - MAVE PHILLLPS PAN HEAD OR HEX Ht1t0, LA ALL rc LE! 1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16A"16.0"14,5" 9.0" 13,5"16 0"15.0" 7.5" 5.0" 9.0" 1X.0" G66 CONC) 53 16,0"16.0"_14_5"15.0"16.0"16.0"10.0" 6.5" 10.5"16.0"12.0" 6,0" 4.0" 7.5" 9.S' 9.. MAC}TNE SCREW1 SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN a D 62 16.0"23.0" 8_D"I2.6"16.0"lS.p" B.0"'S,0" 9.0" I2.0"i2.8" 6,0" 4.0" 7.5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER g a HFACl(SIDEWALK HOLT),U.O.N. 70 16.0"10.5•' 7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6,0" -0.D' 7.S' 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Y IE 360 12.0" 6.0" 4.0"7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 52,0" 6,0" 4.0" 7.5" 8.5" Q@ ___•_-,___-___._ 2'MIN EDGE DISTANCE « DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �i'� ■ra 012 SMS WJ 2'EYEWAU. CS CZ G# C4 6 C2 C2 C3 C4 CS CI C2 C3 C41- NUT OR WASHER WINGNUT: OOPf.4TIT1RN1(L03TtYd10PE ARMOR INSERT W/2"EMBED 43 16.0'16.0'11.5"14.0"16.p"16.0"16.0" 7.S" 10.0"15.0"16.0" 9.0" 4.5" 6.5" 1].5" (200pps1 MIN CONC) 53 36`0'16A" 8.S" 11.0"16.IP'16,0"_21.5`SS' &0" 16.0"14.0" 7.0" 3.5'" 5.5"" 10.0" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED 1N ANCHORSCHEDULE. 15_2339 62 16.0•'15.0" 7.0" 9.5" 16.0"16.0" 9,0" 4.5" 6,5" 14.0"Iq.0" 7.0" 3.5" S.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO OcwuG - Q= ~'e 70 I6A"U735- " 8.0" 16.0".1, 7.5" 4.0" 6.0•' 30.5"14.0" 7.0" 3.5" 5.S" 10.0,. DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL. AtuO tRefatl -'- - - COCRETESCREWSTOt&NO BLOCK'" 5.5" 10.0"140" LO" 3,5" S.S' 10,-.0"I4,0" 7.0" 3.S' 55012 SMS W/2.75'EYEWAIL 43 160" 0'1 16A"16.0"16.0"16.0"100"1.4.0"MAP M.D.,12.5"5,0"9.5" 16.0"ARMORINSERTW/2S' 53 16.0" O"16.0"16.0'I6:0"25.0" 7,5" 11.0"16.0"]6A"EMBED(200Dps1 MIN CONC) 62 16.0^ ''' 13.5" 9.5" 16.0"16.0" 9.0" "416x" " 21.5'16.0"16.0" 9.5" S.5" &5" 14.0"26.4" 9.0" $.0.'_u 16.0" -8:0"-13.0"16.0'•-9:0"-5.0"--8,0"']3.0"16:0•_9.0••..5.0"- 8.0" 13.0"-.-----____-___ _ __. Lei all • CONN CONN Ty • I• •I .�` . 3-110-MIN�QE VISTANLE 1.3/4'EMBED(2099psi MIN 3/4'EMBED(3500pA MIN MEW n ■0D©m©t3����q��L�,.���<qR:,��aee©�Llm� y�y 0© 00' ,0©__�© �, 0/011 a�aY'aliYJ�' ����,®��® ®gym INN//////Ems VEN INVEINIVE eio NO no gni EMBED ANCHOR W1 1-114 i i41 �/�_V111 IA.MV11111,111AV limmEimmiffilum 300/0, /,i �m©©ommmmi�mmm©mmmmm©®mm©©©mo m ol EmmIffirmmmm X , �mmmmmmr�mommommmm©©mmm©oo©mo©m© •�����':: ///n%%.%/�//%/�If�%/q//////%f!.!y/////J..'�//iJf%iI'%/ iiyi�m m mNOW M V/00=000: MIN, E ii//�i,.iaii ■gym©mmmmmm©mo©v© mmmmm©mo©[�©© �,� m�/i�a����/ ���/�///��,�/�i�%�i�,�������/�i/i., ,'�i., y /iii � / �/i •/,/ii // 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKIRAN LBERN R00 P.E AAttiliili7 0Kamm Z MIN EDGE DISTANCE LOAD Spans Up To 6'-0" -S.ens UD TO Q'-3" spans To 12'-0" - CONN TYPE CONN TYPE CONN TYPE s ANCHOR (pst} c1 C2 C3 C4 .CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS .: JYp p- ' *12 SMS W!2"EYEWALL 43 36.0"10.0" 7.5" 9.0" 16,0"15.5" 8.5" 4,5" 6,5" 15,5' 0.5'• 4S" 4,0" 7.0" t4 E004654 = --- 3;g.ARMOR INSERT W/1-1/4" 53 36,0"I0.5" 5,0" 7.0" 16.0"11.0" 60" 3.5" 5,0" 21.0" 7.0" 3.5" 3.5' 5.0" -p EMBED -4. *='O 62 1a.0"7.5" 4,U" 6.0"Sd.5" 9.0" 4.5' 0" 7.0" 7.0" 3.5" /3.5" S.0" "'�1 � a ri =m `70 ]3.5" G.0' 3.5" 5,5"22.5" T.5" 3 S" 3.5" 5.5" T.D" 35" 3.S` 3.0 •-Q f� "9 Q .^.-.- ___.. .(A STATE OF tun lOp 1.D"3.S" / ].9" 5.0" 7.0"3.5" 3.5" 5.0' 7.0" 3.5" 3.5" 5.0" •,•pY OnIDA ul u m IS ANCHOR SCHEDULE: WOOD (G-0.55 ��'��'.NaL et,%,,< l UittLA a s 314'MIN EDGE DISTANCE Z ('$ Aa,9ns Uo To 61•0" Spas oTp D'•3" 5QpnTo 7.20" W4 g G LOAD CONN TYPE CONN TYPE CONN TYPE t O ANCHOR (psf) x Cl C2 C3 C9 CS Cl C2 C3 C4 CS Cl t2 C3 C1 CS 114"LAG SCREW WITH 1-3/4 43 36.0"16.4"13.5"12.5"16.4"16,0"16.0" 7.V'l 9,0" 16.6"16.W'14 4.5" 6.0" 16.0" n �.�•�� MIN THREAD PENETRATION 53 16.q"16,0" H.5,_' 13,0.16.0"16.0"16,0" fi3O" 7,0" 16,0"16.0"11.5" 4.0' 5:0" 16:0" 1 fit f6.0"16.0" 7.0" 8.5,�' 1614"16.0"14.5- ME 6.0" 35.6"26.0"21.5"4.Q"ScQ"16,0" Ot 13 �12LTLLR'a- 70 16,0"16,0" 6.0" 7.5" 16,0"16.0"12.5" 4,0_ 5.5" 16.0"16.0"11.5' 40^ 5,0" 16.0" '" 200 16.0"315"4.0" 5.4" 16.0"16.0"12.5"4.0" 5.0" 16.0"16.0"21.5" 4.D' S.0" 16.0" "+ ' K 7/16'WOOD BUSHING WITH 43 160N .0" 10.0"I6.0"15.5" 8.5" 4,S' 7.0" 15.5' 8.5" A.5" 4:5" 7.0" 1-13-MIN EMBED 0.1(4.20 53 lb.9 ,5' 8.0" 16.0"11.0" 6.0" 3.5" $.5" 11.0" 7.0" 3.5"i9SSMACHINE SCREW 62 24.0 .5" 6.5" 14.5" 9.0" 4.5" 3.0" 4,5" 7.0° 7.0" 3.5" A.0" 5.012.6 .S" 5.5" UZI, 7,5'T 3,S" 4.0" 5,5,_ 7.0" 3,5" `' "0" d.0" 5,4" 7,6" 3.5" A.0" 5.6" 7.D" 3.5" -4.0" 5.0" 3: 014 SMS OR 014 WOOD 43 16.0"1fi, .0"12,$"14__;•_5"16.0"160"16,0" B-0'• 1D.0"16.0 16.0 11.5 5.0 7.0 16`0" k SCREW WITH 1-3/4'MIH 53 16,0','16.D" 9�0" 31.5"26.4_'16.6"15.4 6.0 H.0" 16.0 164 4.5 4.0 5.5_13_0" 56 THREAD PENETRATION 62 16.0"16,0" 7.5" 9.S" 160"16,0"11.5" 5,0" 7.0" 16.01,16.0 9,5 q.0" 5,5" 13.0" p'. rt {}sltmnost5t� 70 ]6.0"16,0" 6.$'• 8.S' 26.01,16.0 10.0" 45" 6,.D" 14.0"16.0" 9S" A.0" 5.5" 23.01, 1-Q. W 106 16.0" 9.S" 4.0" 5,S' L3.0"16.0" 9.5" 4.0" 5.5' 13.0 16.0 ,5 4.0 5.5" 13.0" iw411=�b o� ANCHOR S( 0.42) 'MIN EDGE.DISTANCE LOAD SDs Up To 6'-0 - Spans UO To ll'-3" �Spp Is jp To i2,D" o-F z CONN TYPE CORN TYPE CONN TYPE ANCHOR (Pnl E ' C1 CT C3 C4 CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 I C4 I CS s3 1/4'LAG SCREW -314'1-314 43 16.0"16.0"9.0" IMV'16,0"16.0"16.0" S.S" 7.0" 16.01,16.4" 9.5" 3.5" 4.5"15.0" a ,$4 MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0"liGlall 16.0"12.5' 4.5'1 S.S" 16,0"15.0" 7.5" 3.0" q,0" ILO" 62 16.0"16.0"5.5" 5.5" 560"16.0" 9.5" 3.5" 5,D" 15.0"15.0"17.5" 3.0" 4.0" 110" •�Y d 7D 16.0"13.5"4,5" 6,0°16A"i6,p" 8.D'_3_,,0" 4.0" i1 5"25.0" 7.5"30" 700 15.0" 7.5" 3.q" 4_,,.4" ll,p"_15,0" 7.5" 3.0" 4,0" 11.0" h 0145MS OR 024 WOOD 43 36.0"16.0" H.5' 14.5'160"16,0"12S" 55" ZO" 16.0" -._ � _ a, SCREW WITH 1-3/4'MIN 53 16.Q"16.0" 6.5" I.W. 16.0"16.0". 8.5" 4.0" 5.5" A.0" THREAD PENETRATION 62 16.0"11.5'S.6' 7,6" 16.4"13.6" 6.5' 3.5' 5.0" 10,5"20.5' S.5" 2.5° 4,0" 7.5" 4%ml umm- 70 160"•9,S" 9.5 6.0 16:0 11.0 5.S" 3,0" 4.0" 5.0" 30, 5'!.5,5"_ 2.5" 4A" 7,5" 100 10_S" S. 2S" 4,0" 7.5' 20,5"5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.4" 5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK QaD 4"MIN EDGE DISTANCE 1� (i scans Un To b,_O" spansypTOOL3" Spans Up ToY2 it Z @ LOAD CONN TYPE CONN TYPE CONN TYPE o ANCHOR (ps!} g x Cl C2 C3 C4 C5 Cl i C2 C3 ( C4 CS C1 I C2 C3 I C4 I CS n 5(16"ITW TAPCON%L W/ 43 16,0"16.0"16,p"16,0"16,0"16.0'16.0"iS.O"16,0"16.0"16.0"15,0" 9.0" 1.40'1160; id 2-11/4-HSN:EMBED 53 26.0"36.0"16 0"26.0"16,0 16.0_16.0"]1,0"16:0"150"16.01,12.0" 7,5" 12.01,16.0" p 62 16.0"l6A"14.D"Ifi.O" 14.0" L6.0" 7,5" 120" 70.16.0"16.0"11.5'16.0"16.0"16.0.12.5" 8.0" 12.5"160"16.0 12,0"27.- 12 16.U" � 100 1fi.0"SZ.Q"(7.5" 12.0:16,0'16.0`lag. 7.5" 12.0"16,0"I6.0'.IY2,0" 7.5" 12,0" 5(16' CO ULTRACON W/ 43 16.0"16.0"110.5"34.0"16.0"36.0°10.5" 6.S" 9,5" 16,0"11.0" 5.5" i4 2-1/4'MIN.EMBED 53 16.0"13,5' 7.5"111.0"116.0"124.V 7,5" 7.5" 13.5" 9.6" 6,S' OevrNf4R0µVSLletWigpg 62 16.0"IIID" 6.0" 9.0"'160"1110° 55" 6.5" 9.0" 9.0" 6S'• 15-2339 70 15.0" H.p" 5.0"r8.0" 15.5" 4S" / 5.5" 7.0 90" 100 9.0" 5.$" 6_5" 9.0v' L 5.5" 6.5" _ 2^MIN EDGE DISTANCE __ _ C] _C2 #�7 C5 Cl C2 _CT C4_ CS Cl_ _ 3 C4 CS 0226M5 W/2^EYEWALL d3 16,0^"16,0" 6A'16,0'14.0" 6.0"9,0" 1.b.0"14.5" 7.S" 3.5" $.5"ARMOR INSERT WJ 2'EMBED 53 16.0"16.4" 6.D"3b.0° 9.5" 4.5" 6.S" l6 "13,5" 6.0" 3.0' O 8.5"6216AP 13.0" 6.D"14.5" 7.5" 3.5" 5.5" 12.0"11,5" 6.Q" 3.0" 4,5" R.5"16.0"10.5' 6,0"32.5` fiS`• 30'• 4.5" 9.0" S1S" 6.0" A.5" R.5"11.5" 6.0" .5' 11.5" 6.0" 3.0" 4,5" e.S" 11.5" 6.0" 3.0" A.5" R.5" - -- - 9 FOR ANCHOR NOTES.