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HomeMy WebLinkAboutProduct Approval (2) 1i 'tyI< °I �F .io` B. `'�.�V 8,� �� .t E'� (. p �� 5° t • BQS Home Log In E User Registration Hot Topics 1 Submit Surcharge i Stabs&Facts I Publications FBC Staff ( BCIS Slte Map Unks i Search b a Q; 'i l Product Approval .�=h M USER:Public User d3 3:R:'!Xl!iYr_4'SR Product Approval Menu>Product or Aoolication Search>Application List>Ap licatlon Detail 5 FL# FL13757-R6 Application Type Revision Code Version Application Status Approved Comments Archived ter, Product Manufacturer Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category QShutt.. Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i 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 R6 COI Indeoi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv EOtlivl.pdf FL13757 R6 Eauiv Epuiv2.pdf FL13757 R6 Eauiv Enuiv3.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 Dwol.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 eamiine Shutter Large Missile Impact Resistant Accordion Shutter System o Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential Facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II 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.pdf anchorage,etc. Created by Independent Third Party:Yes Back Net Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acces5lbllity 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 ngtsend electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139S.`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 riot 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: Cradft Card . 6.8 STREAMLINE SHUTTER iRANK 65T9N� +i Ei FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING ^*: NO PE004E54 CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATItSTVAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE -O •- - D UNLIMITED WIDTH g fIRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N � }'�'� (�0: �pv ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. + O •. STATE.OP m 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE I SECRON Az M DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ��i ci4S, ORLON,. ' REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 10 AND CHAPTER 16D9 OFTHE u FLOStDA BUILDING CODE SHALL BE LESS THAN OR EpUALTO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 5� 6� r� 4. DES GN PRESSURES NOTED HEREIN ARE B EDl DNTMAXIMUM TESTED PREASSURES DIVIDED 6Y A 1.5 - I (3 L S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE UIRED FOR ALL WIND ' TES � ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UN S OPiLONAL PLAN VIEW III e°a Cu Il CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. h+ 6. NO INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND q�KX LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 2 c w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE in 8 W DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR Q WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 a SHALL BE USED.. IT 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 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 a PRODUCT APPROVAL USE A THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER f ix N w Y 61G35-23 OF THE FLORIDA ADMINISTRATIVE CODE.10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE La 9 E CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT TRRLHE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMTHE ya y 11. ANY MODIFICATIONS OR ADDITIONDETAILED TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL 12. DOCUMENTS. MTHE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BDrroM 2p� OFFICIAL MAY REQ%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED S19NED DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE h DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAkTING HIS APPROVAL LOCKING MECHANISM,SEE pl 13. EACH MATT`N:AS SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 333 INFORMATION: o g TOWN A COUNTRY INDUSTRIES ' FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996 8 E330 �SHUTTER ELEVATION ppp A FLORIDA PRODUCT APPR VAL NUMBER TABLE 2• 1 N.T.S. EXTERIOR ELEV n 14: ALL EXTRUSIONS SHOWN SHALL BE 6063 T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. MINIMUM.SEPARA'TION FROM GLASS. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A It MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP;RIVETS SHALL BE 114"0 OR 3/16"0 5052 ALUM.ALLOY. B s S n 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 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. FACILITIES 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER Na 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SpAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. '- 53DIA13OVE >301ABOVE 530'ABOVE >3WABOVE 21. ALL STEEL 1N CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED, GRADE GRADE GRADE GRADE 51 g 9 22. SHUTTER MAY INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. E5@ 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-618" 2-3/8" 1-5I8' TABLE 1: 99" 3.1/2" i-718 3-6T8' 1-7I8" TABLE 1 NOTES: 120" 4.1/8" 2' 4-1/4' -2• fLtl . ACCORDION SHUTTER L DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' 2' 5' 2" SHUTTER SPAN SCHEDULE"ABOVE ARE !IN > 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. LINEAR INTERPOLATION BETWEEN SHUTTER 2. NNON-HUV DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARb COUNTY RR LBlW7R1vE I SPANS 15 NOT PERMITTED.FOR 15-2339 SHIRTS DESIGN DESIGN 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - SPAN PRESSURE PRESSURE BETWEEN ES SC INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE of THE NVH2,PROVIDED THAT SHUTTER NASA i PSF PS DESIGN PRESSURES FOR THE NIXTHiGHET1 MINIMUM SPAN OF AT LEAST 30". tA1i I>#O�IlOIk SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 100 100 HAVE 2-7 8"MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1-5/8'WHEN>30' gi 70 70 ABOVE 6 r, 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS HOT PERMITTED,FOR SPANS BETWEEN THOSE •IF 120" 63 13 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. - 6. SEPARATION FOR GLASS OUTSIDE OF THE.HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144• 43 40 E1996-09. ,%I, I/ FRANK L WINAWOr AF 2.974' PR03ECTION VARIES- , .0 EOU4654 4.874"MAX. T_ N, T 0.062" 10641,0;, 0.080, 0 P'�004,, -D.125" 1.709"- f-1.830" z 54 0 f 1,713B' 0.100, 0.080, 0.063" ;u ro, r0-195" 0 0.060" 0.070' 0.060, 2.820" 37 ox S.j I 0.062'� 0. I, �� -.1 , . i I -t- E� 0.630" 0.630" .9 PRIDA ..-" A 0.1630' D.062* .301 0.062, II __L 1.9903 C_' _L 069--f .143-1 kqq A t, 0J43" f. r.p70- 0.062 _rO-L200' 0.06 0.630* 0.630r z 4069" 0.062, 1 Ou. Bi OB'o'0 0. 0 063F .08 or 2 g, ;1.621' �SUPPORT LEG CPTtON�L_/,_ ` U.200,-5.745'MAY k.m" .06r 5.745'MAX'1 WALL BUILD 0UT_WALL_ STREAMLINE CEILING TRACK 04 STREAMLINE WALL TRACK- HEAVY HEADER SILL 6. LITE HEADER tri I. SCALE:HALF sl ZE G) SCALE:HALF SIZE 0 ;ILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:",�LTF SIZE 0 LU I SCALE:HALF SIZI wcI WHERE SHOWN,SCREW BOSSES 4&FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874'1- 2.655" 0.060, 0.075'2A95" 1.230- -1,229- Et. 0.7 i 09-ft 2.6551 9 St �aS;T1 r�_Cu. 4.5.510' L�X 1.069- F� 0-- 0.075" ry 0.044* 61, 0.07 NOTE: 506. FWE METAL W/O PAINT IS 0.039- 3 SILL SILL ADAPTER EXTENDED SILL Dy ILL BOTTOM 3 6.8 STREAMLINE LADIE LE�LDED SILL ADAPTOR ADJUSTABLE SILL 6 STREAMLINE SLAT/B H SCALE.HALF SIZE G) SCALE-HALF SIZE SCALE:HALF SIZE A SCALE-HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE C. 0.000" D 477" 0 510" 0.143' JL 1�0,59D" 0.341* .06 0.070, 1.7% �T .06 11�L7O.143" 0.096"c _L0.245- 1,753' -0.115. 0.117' 0.090" 4.510' 0.096" !to lag ig 0.0I', ! 0.080, 0.044"J 0.227- 0.682" 0.630' 0.060"1 0.080" E 0.693"J NOTE:THICKNESS OF BARE 15-2339 METAL WIO PAINT IS 0.039- GA STREAMLINE STACK 16 RADIUS CEILING FlEA0ER/SlL @ 6_.S SlAql ER WALL SILL CLIP SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE 108 b WALL SILL SCALE-HALF SIZE Ilk .. 1.950" F-K L BENNANx1 P.E ll l l l i f l l/ I FEM6549 I"�:j � 0.610" STAINLESS STEEL ? T ,1{ NYLON WASHER OR 1♦ ��K --lljr- ASSEMBLY ALUMINUM 0.320"0 HOLE 0.50° 0.357" *•: N A KN� NYLON v O u� #10 x 2-314"410 HT S.S. 0.276" b 0 F0p46V - 0.880 0.05�1" WHEEL V D 0.120`o INSERTS SCREW WJ TIC ULTRACOTE T--• 0.591' `A' Lr--1- INTO COATING _ 1� 'p N T TRACK (TYP TOP OBOTTOM) ry0.062" $ C NYLON BUSHING W/WASHER: �iP••��0 OF m i 1 TYP.AT EVERY OTHER 0.750" -1-' AID.. '� yGM --5• 0.870" 7/16"0 x 1' I TERIOINTER J INTJOI B TOP I I // u INSIDE JD OP. -T t' � 7V 7ri6^a x 1•�P INTERIOR o.15a• 013r .,�/q� ENG�N ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR //F/111111111� �W o "x log HOUSING-ZINC DICAST,POWDER COATED 2 OLLER ASSEMB O13USIAING ASSEMBLY DETAIL BOX CEfdTER INSERT I��'p¢ fi g` g SCALE HALF SIZE 24 SCALE,HALF SIZE SCALE:HALF SIZE lJ c�L IOS SCALE,HALF SIZE N MAY BE KEY OPERATED E 26 A3 R KEY/fHUMB TURN OPERATED 1NS1DE, o:zso" gg N 23 BRASS,PUSH LOCK W �N9�^111 m SCALE: PLUS N�6 N RD,500'S" 4.000' 1.978" W W ui - 2.125' 0.623" -1.224"- 0,236' --1.742" 0.266" 1.603" �� R 0.509" --1.71D" 0.267' A _ 0.790' 0.090" 0.319" m 0,531" _ 0.531" m 2.250"--} 0.250' I T ,�_ o o •`26� F: 0.607" I 0.607' �i -2 Y D.11B•1- I II • ri :. :.I FF pp�� fn` ri W a$ g I 4 10.224" D.239" }-• I,� rn:i F: IN fn° N t�$ 0.060" 0.496" I r0.240" .�' j .7.�i .0:�i I ,.; �a a OL7 24 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.1.7sa^ 47� I J 1" Q9 SCALE'HALF SIZE SCALE HALF SIZE 111yyy0^3^^60^ -j J-0-:Z22="i 1- 0-240 I ©.M 1.001 0.062'0.062' 0.062" r 0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE:HALF SIZE SCALE,HALF SIZE SCALE-HALF SIZE }-} $ - �5.500'x 13/1. 0.400'fi"WIDE -{ -a0c; m ri A I _��7° 7/16"0 STAINLESS STEEL NUT a 30 r "f TMP 5/16-18x1 MACHINE SCREW 0.438" 0.659'gATEDD,ZINC DIE- 5/16"0 INTERNAL STAINLESS STEEL ^ °� 0.121• TN READ HEAD STYLE VARIES SECTION A " r-- Qa � OFLTA MODEL 2pt2 ADAPTER 37 T-SCREW INSERT 3S THUMB SCREW a a INDUSTRIAL SYSTEMS NAL O SCALE-FULL SIZE SCALE.FULL SIZE .�O f 4" 4U0 40b 40c35 BOX LOCK HALF SIZE "�SCALE:HALF S12E J- END STRIP 1°'-1.500"- -tT-0.125"SCALE: 2HAF SIZEXT U.125'o 1 0.250' o r`i 0.093• °i CGPrtlOIIRYAILICIWCOPB 1 rmw ^ I 15-2339 ocam SAC!PR91SdH1701/1 39 2X7 ANGLE 20 ALT. 1" END STRIP 21 x3%0.093" ANGLE P5 2"x3"x0.125" ANGLE SCALE-HALF SIZE j SCALE-HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE \V FNNNA,BENNMOO,P.E. fS ANY ANCHOR PER ANCHOR EDGE f DIST. `` . ~ /� EXISTING SCHEDULE @ 18"O. � C. DI5i. GLAZING SEE END STRIR`'�FIf�� —' SCHEDULE FOA MJt ND E004 O r' A ANGLE EMBED SPAN WHEN U91AG-- - X5( 20,40a,40b ID zm LEG D RECITON II IH -- ,��V++ EF�� L/ 1/4" OR 6.8 STARTV710 o N - EMBED. 77 R (INTERIOR) 17 5'. 1C 17 - 'u'- ,MAX. WITH 21 OR 25y'Q•• i• 'p MIN.0.062"THICK 6063 T6 ALUM. - �••'•. s 30 ANGL 1"It 1"MIN.TO 2"x 5"MAX. 21 25 %//u �14 EDGEs.— -- --- (ANG G MAY BE REVERSED) A — FASTEN ANGLE TO TRACK W/ I H1 Egg DIST. B NY ANCHOR PER ANC /!! ((2 t730x1"SCREWS AT SCHEDULE 18"O.0 C�RNER,TOP B BOTTOM;AND UI S¢6 _ ATTACH TO 6.B STARTER W/ L la g 13 13 13 13 x 1/2'GALVANIZED R• .5.SMS, - #12 x 1/2"GALVANIZED OR Z �� S.S.SMS 3/16"0 ALUM.POP Lu N 9.. 3/1 ET,OR 114-20 RIVET OIt 1/4-20 MACHINE i4 W =_ 6.80 (rvP.) 30 USE(1)BRASS PUSH LOCK OR(1) ACHINE BOLT d NUT @ 18'O.C. ALTERNATE END STRIP DE AIL BOLT NIJT @I SB^D.c. ; (EXTERIOR) S/16-i8A1UMS SCREW INTO THREADED !MTH 6.8 SIARIER AND ANGLE INSERT 3»f AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0- ANY TRACK W/ p tyI •• FROM BO OM OF SHUTTER.RECEIVING ENO STRIP SCHEDULE SCREW BOSSES. r, TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO I PSF I 8P 1 6 SCALE 3"=1'-0" 1'HE1GHi. 1'Bf0(2.7� 6Z toe; USE(11 BRASS PUSH LOCK 132 76 OR EH 5/16-18 THUMB LOCKING DETAILS FOR 2•BIO(3.7') 02 95• Si ENO STRIP SCREWD THREADE❑ CENTER MATES INSLR7 )7 AT 1/3 SPAN SCHEDULE FOR MAX. To 2/3 AN FROM .—_ SHOWN ON RANDOM 2 SPAN WHEN USING m AB BOTTOM OF SHUTTER 30 t3 DETAILS 3"BIO(4.7') a �" g} 20,40a,40b OR 40C, RECEIVING HOLE SHALL BE ® T H 1/4^ OR 6.8 STARTER to IT 3/8"MAX WIDTH.UP TO a 1'HEIGHT. 3o ALT.1"BIO?_ AX. WITH 21 OR 25. iD 112 gi \\ n 40 USE APPROPRIATE .g STARTER STRIP TO 1.6'R3' 5 9J' b 0 7.0 PROMO[CLOSURE 111--- x0.093' aa..JJ�I FOR 13 filB" yyylyl��9 BUILDING LONDIHONS. j 23 21 60 a ',L , FASTEN STARTER STRIP TRACKTO (INSIDE) 0 7 CREWSAT CORNER.TOP4 ( D. 2 ALTERNATE END STRIP DETxI- AIL f BOTTOM rQ xo.129 / I57 SCALE 3"=1'-O'• ANY 7RACY.4!/SCREW t3J v�iw I 2s 60 15 . BOSSES. w I Of lil SILL 1 a I FOR GREATER SPANS OR LOADS THAN 0 61 SHOWN IN END STRIP SCHEME,END F O STRIPS REQUIRE A 171"A90"CUP ANGLE N MID SPAR USING ANY ANCHOR ON THE EXISTING GLASS a 6R ANCHOR Sammie?/14I /4*W. -0 I ? 13 SCREW OR U"-20 BOLT10 ENO SIRUP, aI g8 30 No J USE(11 BRASS PUSH LOCK (INSIDE) USE 11)BRASS PUSH LOCK aA=m OR 11)5/16-18 THl1MB itl[ OR Itl 5/16-16 THUMB 13 �¢a SCREW Ip C THREADED 6E da �y - SCREW 1y�O THREADED 30 a� INSERT 37 AT t/3 SPAN SILL 61t O 5� & INSERT p7�AT t/3 SPAN z O.Is TO 2/3 AN FROM 1 TO 2/3 SrAN FROM rlxn BOTTOM OF SHUTTER d - BOTTOM OF SHUTTER / (OUTSIDE) A7 R RECEIVING HOLE SHALL BE $ FS 3/8"IHAX WIDTH,UP d t"HEIGHT. T 23b b I¢� TYPICAL Ol1TSIDE CURIVER CLOSURE 5 TD Il MI�� is LL CC1 DETAILS WO/CORNER POST' B 13 CO tOPaOGRRtltsUEIMYWP.E NTS 13 03215 73 3 (OUTSIDE) 15-2339 51L 1. • USE III BOX LOCK AT EApR OPEGItP1IGNl SPAIJ TO 2/3 SPAN FROM - M BOTTOM OF SHUTTER' TYPICAL INSIDE CORNER CLOSURE1 U ¶9 CC2 DETAILS WO/CORNER POST Leg MULTIPLE SHUTTER ASSEMBLY ///III Nis ���j SCALE.3'_V-O" //T I Ij Elms '_".'Lfy I 1 4. fINAK L.6EWAII11a P.C. Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE st SPACING , _ i Cl CONNECTION TYPE MAX, 1/4-20 14ACHINE BOLT \ REFERENCE ANCHOR 1)2""® W/NUT @ 12"0 C OR \ SCHEDULE FOR MAX. ;t 14 SMS @ 6-O.0 �if SPACING 1/2" ITYP.TOP&BOTTOM) O Ny •= ALUM. TUBE ~In V :�T-•, t3S A 2 FASTENERS 6063-T6 ALLOY ;y __ ❑ 1 uv~i 5 OR 6 OR/ �/ F EACH ANGLE- SEE TAB A FOR SIZE. (� 1 / w� �OR�J AL iERNATE T11RU BOLT �VJ 13 // 11r �1 ( Cl CONNEC710N TYPE �w mrnall kjva IN OR 2"x 2"x 1/a" o _ REFERENCE ANCHOR SEPARATSWw O ALUM ANGLE I � SCHEDULE FOR MAX SPACING PER TA13LE2 �.o .....__THREE 3/16"0 ALUM, IGLASS POP RIVETS OR o 17 !� ` OR DOOR X:^�r �Jf)J/j��1�)j�1)� 34i THREE 1152 SMS,TYP yM 3/76"'m ALUM POP :;'•� ! \' �+ £I=-�" O u1 17 RIVET OR 012 SMS .,f,,_,_,,,,. _ _., AC7fJ7\ z I'• w o TABLEA(co) Cate"o.c.ITYP1 NgiE C]oo oR wN Pr,tSgY E V5 ALLOWABLE LENGTH MAY USE MALE OR ❑ PSF 2Na 8( 3No O� FEMALE LOCK-SLAT B/ w O ` 13 ALTERNATE iHP.0 BOLT I 1/4"MAX FROM PIN 61 110' 188' C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE R BUSHING n 124^ 179' O TYPICAL CORNER'CLOSURE DETAILS REFERENCE AhIC NOR REFERENCE ANCHOR WASHER(TYP.1 N � 6 SCHEDULE FOR MAX SCHEDULE FOR MAX 19 G1 Q CC3 $ BS 119^ 17Y NTS IY SPACING I 91 114' 165' _-Ii1/ 14 x3/u"SMS(u1 9"O.C1- g -'� ANGLE TO TUBE CONNECTION E 1@ 1f0' 160 -� `D 1. f04 147' EXISTING HOST 2"z 2"x,12U'" _=j fABLE13(aq) EMBED. 6063-T6 ALUM TUBE _U1 STRUCTURE 5 CONIJEC710N TYPE E 150 9T 131^ PIIESSVRE VS ALLOWABLE LENGTH is g 7 REFERENCE ANCHOR �LJ7 81T' 1M' ll// �'' EDGE DISTANCE , PSF WI1H B)O WITH 11B" SCHEDULE FOR MAX SPACING . 62 111^ 166^ FASTENER(D 18"O C. £ 72 107' ]57' (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION yI 82 101" 147' IN ANCHOR SCHEDULE). SCALE:3"=1'. 0" m W 92 95. 135r °T 1z 102 90' 132' 120 A3^ { 3/16 RIVET OR 4412 SMS O90"6063-T6 IqN GLASS —,3 tl w O ■ g @ 18"O.C. OR 1/4-2 ALUM TUBE TYP, u� EPARATION NUT 8 BOLT ITYP I. t7 a''� PER TABLE 3/16"m ALUI4.PUP t��a GLASS 2 X aS RIVET OR M12 SMS' tlZm a ALUM. TUBE z w OR DOOR oar a LID 16"O.C.T7YP.) £ V u1 6061-TG ALLOY 2"z 5"x 1/8" SEE j�1 B FOR SIZE.. 2 FASTENERS z CONTINUOUS EACH ANGLE ALUMINUM ANGLE rL" 1`"2"x 093'•6063-76 OPTIONAL ANGLE INSIDE 3 6 THREE 3/16"m ALUM - a .pp6g ALUM.ANGLE•TYP t7 ORIENT A710N TYP. t7 0 5 6 6 o POP RIVETS OR m EG U. _ 17 THREE"12 SMS,TYP. w 0 0 1"x 2'•x 1/8" O I 4 CONNECTION TYPE t3 OR 2"x 2"z t/8'• - REFERENCE ANCHOR rt ALUM.ANGLE SCHEDULE FOR MAX �� —USE MALE 0R FEMALE - SPACING WYIIIWOf=LKNW=FE ---EXISTING CONCRETE. LOCK-SLAT 73 13 BLOCK OR WOOD FRAMING 15-2339 acam (OUTSIDE) EE INSIDE SILL MOUNT SECTION 'AO`O�Q^1�1I 012 x 1/2"GALVANIZED SCALE:3 V-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR s.s sr4s,3n6"m ALUM. SIDE CLOSURE OPTIONS POP RIVET,OR I/L-20 = NT'S MACH SCALE:3" 1'-0 INE BOLT 1i NUT " (—' Ca 1B"O.0 �`�✓JJ'11 I C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING SCHEDULE FOR MAXti o STRUCTURE SPACING GLASS ¢n_"Ix GLASS tt ui C1 CONNECTION TYPE 5"MAX. /-1/4-20 MACHINE BOLT Q.P'•• 1 OR DOOR 'F } OR DOOR--AABLE210 �wr REFERENCE ANCHOR O / W/NUT @ 12"O.0 0(�: j 4 z Fr OSCHEDULE FOR MAX. 19 Im SMS @ 6"O CNo SPACING -}13 4'" 13 7f/2" I7YP TOP&BOTTBFI7dry, IO �- MIN. ON N a N f Z v m -.-D L p AI:1/4"-20 THRU DOLT W/ GLASS X 47 O N 4 /2 "'I; CLOCK NUT 12"0 C OR EPARATI a=w 4 J114 X 1/2"SMS @ 12"0 Cx zz I- w �� 01 M@ PER F F I- OR 3J16"0 ALUM PO4-�O 4 rn S DR 6 OR M12 x 1/2'SMS @ 12"D.0 E.S, rAOLC2 to 1- RIVETS @ 6"O.0 OR 1/4" >• a 0 _ �OR 3/16"0 ALUM,POP M w O OR 6wRIVES @ 6"O.C. E.S• N ALUM.POP RIVETS @ 12"O.0 Ncc R 1/4"0 ALUM.POP RIVETS / 11 AND 3O �7�]@12"O.0 E.S.------- 1/4• MAX.FROM PIIJ u� eeMAX.FROM PIN ASSEMBL EPARATSCW 1 FQ W S L7ANO 10 GUIDETO BUSHING P. GUIDETO USH NG (f PER TABLE2 73 �N=co !l�h gg =�ASSEMBLY WASHER ITYP.I wWASHER ITYP.A Imo---- Nw„� ���y $1/2" 1/2"TYP EXISTIIJG CONCRETE, TGLASS ll Nr Zug $rry-IW R y'fBLOCK OR WOOD FRAMING w3 CONNECTION TYPE OR DOOR _ QV14 ��REFERENCE ANCHOR X Z 7.I- U)C4 CONNECTION TYPESCHEDULE FOR MAX E 0,, 0 W 6m°i EDGE REFERENCE ANCHOR SPACING _ v'R 1pQ GIST SCHEDULE FDR MAX �)1 SPACING AS SHOWN --C3 CONNECTION TYPE IN DIAGRAM ON PG.9OR I" �J REFERENCE ANCHOR EXISTING CONCRETE, w o 1�O 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMINGU"3 O 6 6 / 7I' SPACIIJG.ALT.FASTENER ON TYPE /2.. 1/4-MAX.FROM PIN FROM LOCATION.FRONT AND REFERENCEIAN ANCHOR 1/2'• WASHER(TYP LING IA y MAX FROFI RACK ANCHORS NOT REO'D �B INSIDE MOUNT SECTION WITH THIS LOCATION SCHEDULE FOR MAX / PIN GUIDE TO SCALE 3"=1'-0" SPACING 5 CONFIECIION TYPE a$ BUSHING WASHER INSIDE MOUNT SECTION ITYP.) A REFERENCE ANCHOR I-jE� S� I SCALE:3"=1'-0" EXISTING CONCRETE, SCHEDULE FOR MAX o SPACING BLOCK OR WOOD FRAMI EMBED 'Z --�/ TYP BoiTOM CD BUILD OUT MOUNT SECTION — � EXISTING CONCRETE. SCALE•3"=1'-0" E g BLOCK OR WOOD FRAMING r r Gnl £ G3J g NOTE:FOR DETAILS A.B,0-AND E OF!THIS SHEET, EDGE DIST EXISTING a THE BASE TRACK MAY BE IN5 TALLER IN 5ECTIONS 4 COIJNfC'IIUI•I TYPE EMBED STRUCTURE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o REFERENCE ANCHOR --CS CONNECTION TYPE 1P 3 A MINIMUM OF TWO SETS OF ANCHORS AND IS A SCHEDULE FOR MAX E m ED E REFERENCE A CHOP B MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACK 5 6 SPACING SCHEDULE F R MA USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 IS 1 1U d n y GLASS a �w w o OR DOOR GLASSMIN =o^ 7I w q12 x 1/2"SMS CO 12" it EPARATT'O 13 = w 4 II 13 w a w 1-11 O.0 OR 3/16"8 ALUM, PER w z u m LL w LU D 7_ p@ E 9 l9 EEBB 1..tu77 POP RIVETS @6"OC TABLE OZr 13 GLASS OR 7Mwww F- S.W OR 1/4"8 ALUM POP X q MN.GLA =i i-I 6 fi G R 13 �'S'x_ - RIVETS 12-'O C T O a DOOR P RA 1q VI I- A MN GLASS N r u m �O N PER TABLE 2 l7_ 4 SEPARATION l7 to 4 �� u X W D z�' PER TABLE 2 - go X Z 0 z I- '4 N tFIN 114-20 S S MACHINE a d GANDO 7/4"MAX FROM PIN w a ,6 SCREW S NUT @ £ � vai ASSEMBLY 1/2" GUIDE TO BUSHING _ a 12"OC, C o 1/2" TYP. WASHER(TYP.) F GLASS p OR DOOR i/4"MAX.FROM PIF! m w a _ 1/4'"_MAX_FROM PIIJ @ ! 4 GUIDE 1U BUSHING w 'h CONNECTION TYPE 1/2" SHIR X S fi L WASHER ITYP I EDGE REFERENCE A14CHOR WAS.ER ITY i s m EXISTING CONCRETE, DIST. SCHEDULE FOR MAX 001000IRFIW6lLtBM4WF.E ry BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONIJE ! T FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 \ )OR 15-2339 BLOCK OR WOOD FRAMING �[H OR - REFERENCE ANCHOR "x 3"x 1/4"CON 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING FOR MAX, euuel o63-T6 AI.L1M.ANGLE REFERENCE ANCHOR D C OR 3/16"0 ALUM. SPACING ALT.FASTENER ��1<KMlp11PT7URI - AY BE REVERSED -,1 SCIIECIULE FOR MAX POP RIVETS fi"O.C. LOCATION FRONT AND EXISTING CONCRETE, t S SHOWN OASHEUI SPACING OR 1/4"0 ALUM POP WITH THIS LOCATIOMBACK ANCHORS NOT REO U OD FRAMING - ODWALL MOUNT SECTION RIVETS @ 12"D C. �� 99 �l CEILING INSIDE MOUNT SFCI'IOPJ O ALL/BUILD SCALE:3"=1'-0'• BUILD OUT SCALE:3 r-0^ SECTION SCALE:3"= ' a. . 11 NK L BENNNIBa,RE. MN GLASS GLASS SEPARATKINO OR DOOR PER TABLE 2 pc I" G!ASS OR .01 DOOR �* No P 004.65 'd C =w 4 DOORS OR MN GLASS *- cl 14 W Ix '• SEPARATION UE ry X In In n w PER TABLE 2 - "a a !r MN G-ASS w ~R' STA =I­IJ SEPARATION Q I-m R • fQ I L'1 PER TABLE 3 F Q O W7 F NI I~ fl7I-I - L2_= N row 1•>Q Y X wo¢N 13 zoo Y z Cl CONNECTION TYPE a o j,, yyyg (3�5 /2 1 1/4"MAX FROM PIN GUIDE 20 a Q a REFERENCE ANCHOR S_ U., W W o 9 a8j0 rn CHEOULE FOR MAX. O, 03 j S ID BUSHING WASHER IT YP.1 SPACING — aln E 0 In TWO 1/4"0 WOOD .250 caw O CG MAXE WITH 2l•.. R4 CONNECTION TYP / ��� .250" Y13 ,. T HP EAOED PENETRATION p OR MAX 7 ` "T"INTO CENTER OF 2X STUDS /m / SPACING 186 EMB 14 SMS(61 MIUSPAN BETWEEN "T DI STUDS FOR TRACK TO 1".x 4" / EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION r �I STUCCO FINISH 1"x 4"x.125' 6063-T6 ALUM TUBE N�P DECORAIIVE FL00 CK DETAIL ( SCALE MOUNT SILL DETAIL m� THIS DETAIL TO BE USED WHEN STUD SPACING CALE:3"=1'-0�. `�� SCALE:3 1'-0" e1M11�ED EXCEE OS THE MAX.ALLOWABLE ANCHOR SPACING. /IAItr 06 WALL MOUNT SECTION THIS DETAIL MAY � J a 'R C G AL50 BE USED z a SCALE:3"=1'-O" AT 70P `14 v m g ACCORDION SHUTTER PER PRODUCT APPROVAL f o -GLASS F- o MR GLASS OR DOOR 'o SEPARATION F] 13 7 in a z n PER TABLE 2 >= L �c N m I EXISTING WOOD IG=0.421 Z3 APPLICABLEATTOP z z TRUSS OR RAFTER X a X a LID 24-MAX.O.C. 1-1/2'l-1/2" 2 AND OR BOTTOM a s a 2"OR.3" MATERIAL s E w R 14 EXISTING FINISH 1!4"MAX FROM FIN•GUIDE 2"x 5"x 1/6"60fi3-T6 I n 'i w - - ' 'S 1/2'MIN. �I sB TO BUSHING FROM PIN ITYP 1 ALUM.ANGLE L•!/THREE I L gig g i S 2"X 3"x%"x CONTINUOUS OR -1 1 �-2.175' 3 h �- 1/4"TILE ITYP) 1/4"0 WOOD LAG G 2'x2"xWXCONTIN000S I 1kk�� FINISH MATERIAL SCREWS WITH 2-3/4" I gp 6 6061-T6 ALUMINUM ANGLE 3/L"PLYWOOD MINIMUM THREADED 4 B .v� PENETR.'•T••IN WOOD @ 5 G .I .9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT(a)T'O.C. EACH RAFTER OF TRUSS. TE u 5( ! ANGLE FASTENED TO f / FASTENED TO ANGLE WITH 1/4-20 E OR 5/16'16 A325 GRADE THRU BOLT(A 12"0 C. 24"O.C.MAX WHERE - -- MACHINESCREWSAT3"FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE AND 9"O.C.FOR THE BALANCE LAS T TRUSS MORE THA14 aw 6 HOST STRUCTURE WITH 'El D �- 1/4"0 E L C 0 ULTR ACON TO C 0 N C RE I'E/CMU ,u yJ"p ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C.W/1-114"MIN.EMB. 6", EXTEND ANGLE 7D 3"FROM ENDS AND 4'O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(A 9"U,C.W/ NEXT TRUSS. 1-7/D'• FOR BALANCE WITH L%" MIN.EI•IB. IN WOOD SG=0.42.TO 0.55. r wil MIN EMBEDMENT AND 21i':' MAX,DESIGN LOAD AT 5'-D'MAX SEXISTING COIJCRE 7 E, _EDGEDISTANCE, t 62 P.S.F. / L~7 RWIILBK9a015 NULL.-BLOCI<OR X z a:! (- STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT6'•0'MAxSPAN: WOOD FRAMING SEE 2"x5"x1/8"CONT a a 15-2339 SPACING,TYP, t 52 P.S.F. ANCHOR SCHEO ALUM ANGLE 16063-T6) CH.) (DUILDOUT MOUNT STRED ON EYPE OF CH.) MAX.DESIGN LOAD z 72 P S F I 4 tAC•OlCC•IPnalll SCALE.NTS Hb PASS THRU DETAIL TRUSS MOUNT SECTION yq SCALE:3"=V-D" O SCALE•3"=1'-0" U EXISTING HOST ALT.LEG DIRECTION F (� xNAnno/P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 1 I�I/� •')' 12"MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM f•. /// EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ` _ 1�Til1�� (2)6063-T6 ALUMINUM /-- TOP OR BOTTOM eY ANGLES PER BEAM END,SIZE = 4'C 0 '0 6549 1/2" PER SPAN TUBE SCHEDULE _Ik EMBED. I SPAN TUBE PER ' DESIGN SCHEDULE EDGE OF ACCORDION z - ACCESS HOLE 114-20 MACHINE BOLT W/NUT @ .,. S E IN SHUTTER BLADES S( - O.0 OR IF14 x 3/4°SMS 6'O.0 1/2"MAX.S 6 Q.3"MIN G..EDGE2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 Z ROUND WINDOW ASSEMBLY) EXISTING SEP _ WMAXIMUM OF 3 WINDOWS GLASSORPER TABU 2 I]aPER EVERY OTHER GLADE DOOR NV� 1 LIGHT-N-VIEW WINDOW a DED �JE 1/2'MAX CNNSTA �o F 8 N.T.S. EXTERIOR ELEV 7mm �" t7 3 16 1/L"(tAX.fAOM PIN GUIDEo �A W aQj ` 70 BUSHING WASHER('7YP I o a ACCESS -'1/4-ZO MACHINE BOLT W/NUT @ W m4w 1/2• HOLE 12"O.0 OR 914 x 3/4°SMS G"O.C. M 2.875'0 HOLE TO -SPAN TUBE PER W d RECEIVE ROUND EMBED. DESIGN SCHEDULE xgI s �$$$j WINDOW ASSEMBLY I 1AX BAN ANGLES PER BE ALUMINUM 1- u "f MAX. AN6LE5 PER BEAM END,SIZE m_I s p t1 EXISTING 1 PER SPAN TUBE SCHEDULE b.2 a r b5aa HOST 1/4'0 THRU BOLTS E SEE BEAM =maw STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c I ALL POINTS SOLID SET ANCHORS WITH 7/6'MIN m EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF 125" 0.125' SPACING,AND 3'MINIMUM EDGE DISTANCE C p 0. 0.032" 0.032' MAX.DESIGN LOAD=t 72 PSF ¢ S 3 SPAN TUBE SECTION °g 0.396" ' 6 N.T.S. VERT SECTION H � � SPAN TUBE SCHEDULE ' \1 II ALLOWABLE TUBE NUMBER OF NUMBER OF MMIMUMANOLE ROUND SIZE SHUTTER 4-8P/W 7HRU�OLT9 ANCHORL PER _-- LENGTH 3 ANGLE WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP_T BOTTOM 5 .5-e I ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE TUBE TUBE d 80' 123.6' 135.2' 2 2 2 3 4' 7' g 101.T 1Go 2 2 3 3 r r 0.125' 123' 89.9' 84.4" 2 2 3 3 T r \ % E \ i i no,x 0.126' BO' 129_1' 1670°^ 2 -2- 2 d_- 4' I-T SZ SL E16M5 A . \ 9(r 114.8" 124_T_ 2 2 _3 3_ T _I T\ 12r 102.0" 109.' 2 2 4 4 10" 10" gH � 80" 138.0' 198.B' 2 2 3 3 T 7"^ I--}0.188' 1 0129 B6" 122.r 185.7- 2 2 3 4 7' -10" i °1 02.875° 03.250" ) 123" 115.4' 137.6" 2 3 4 5 10' 13' 1 1 A 80" 168.1' 2 - e@@ / 0 leis" 140.6'- 229.4' 2 3 4 10" 1B_ +� ■�� �Y LIGHT-N-VIEW WINDOW �\ �� 123' 132-' 203.' 3 `4 -5 7 13" 18" WP1(�IIBpML1 OPE 2: N.T.S. 'SABIC PLASTICS SLXIA T-UL-94HB _ SPAN TUBE SCHEDULE NOTES:"ANGLES FOR 2"xS"&27x6•BEAMS. 15-2339 2. USE 2'xS"xl/4"ANGLES FOR 2"x8"&2'x10'BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3J8. raae orxp�x�xi 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 9 S 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMS DARELNOT ALLOWED. no7. ALL BEAMS AND.ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCH FRMIKLBEIfNAR00 P.E . 1111 rPE00{6519 :f.}•+�• 2.5"MIN EDGE DISTANCE _ G LOAD Spans Up To W Spans Up To 8'-3" 3sam To 12'-0" ` C1.•- ' tiI� CONN TYP CONN TYPE N TYPEo JANCHOR (PsU C1 C2 C3 CS Cl C2 O C4 CS C3, C3 C4 Cs '0 I/4'ITW TAPCON OR ELCO 93_.160:16.0"15.0"16.0" 8.0"1G.0" 9.0" 13.. ,0" 9"" S.5" 8.5" 14.5" No PEDO4 ULTRACON WITH 1-3/4' S3 It 16.0' ff5"34.5'18.0"18.0 50.5"16.0"15.0" 7.5" 4_5" 7.S• 10.5"EMBED C3192pg MIN CONC) IFO"18.0" O.5"12.5"iG_O"16.0" 9,S' S.5" B.5" 15.0"15,0" 7.5 4.5'• 7.5"10.5" _ �71 70 VD t 16.0'•L3A" 7,0•• 1L0•'18A"15.5" am, 5.0" 7.5' 11.5"15.0" 7,S" 4.5" 7.5" 10.5" / �+'? 7 / 0 COMOINATIO 0 _ 300 mo" 7.5" 9.9" 7.9" 10,5"15.0' 7.S' 4,5" 7.5" 10.5"15.0"7.5" 4.5' 7.5" 50.5" 2 x S fTYP. M- T STATE O Q 8 9 / 10 COMBINATIOIr� •.'� Fjl 1/4'MILLENIUH MILIFAST 47_I8.0_'L6.0 15.0'16.0"LG.O"16.0"16.0" 9.0'• 13.5•16.0"16.0" B.5' 5.5" 9.0" 13.5" ��ts •,�ORID WITH 1-3/4'EMBED 1327W 5D 1 E 16,0"11,0"15.O"16,0'•16.0"11.0" 7.0" 10.5"15.0'•13.6" 7.0" 4.5" 7.5" 9.5" / i MIN CONCRETE) 62 16.0"15.0" 8.5"13.0".16.0"1,6.D' 8.5•' S,5" 9,0" 13,5•'13__ 7.0" 4.5" 7.5" 9�5" O '777//�N'41-IIDIA u a 70 16.0"ILO" 7.0" 11.0"L6.0"14.0" 7.0" 4.5" B.0" 30.5"13.5"7.0" 4.5" 7.5" 9.6"_ 100 1J.5"7.0" 4.5" 7._ 9.5" 13.5" 7.0" 4.5" 7.5" 9.5"13.5" 7.0" 4.5^ 7.5"9.5"1/4"ELCO CRETEFUV S 93 16.0"1'8.0"16.0"1G.0"16.5"16.0"16.0"13.5'•1'6.0"16.0"16.0"13'S' B.0" 13,0"16.0" � W/2-E'MBED(3350ps1 IN 53 -1 16.0"15.0"1fi.0"16.D"16.0"16.0"10,D"15.5"16.0"16.0"30,0" 6.5" 11.0"14,0" 1 x S IT YP.I 2 x S(TYP.) ry ppp CONC) 62 15.01•16.0"12.5"16.0"lG.O"16.0"12.5" 8.0" 13.0"16.0"16.0"30.0" 6_5" 11,0"14,0" Q. LTLIRLTI" 70 16.0"]6.D'•10.5"16:0_'16.0"16^0"]D.5" 7.0" SI,S']S.0"I6.0"30.0" 6-S" 1_- 1EF lOD 16.0"10,0" 6,5•• 11.0"14.0"16.0"10.0" 6.5•' 11.0"]4.0"16.0"30.0" 6.5'7 11.0"I4,0" _ _ __ I'MIN EDGE DISTANCE Cl CZ C3 C9 C5 Cl C2 C3 C4 CS C3 C2 C9 G9- CS NOTE. "S^INDICATES ANCHOR SCHEDULE SPACING b0 3/4'ITW TAPtON OR ELCO 93 16.0"L6.0" 7.5" 8.91 16.0"16.0"36.0" 5-0 5.5" 16.0"18.0" 9.0" 3.0" 4.0" 14.0" SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: I� ULTRACOH WITH 1-3/4" 53-I6.0"/6.0" 5.5" 8.5" 16.0"16.0"12.0" 9.5" 18.0"14.5" 7.5" 10.0" - C2 CONNECTION TYPE USING PIECE ® WITH 011751DE IT 4Y ANCHURS ONLY Gi EMBED(3192ps1 MIN CONC) 62 16.0"35.5" q.5_ 5`S' 16.0"18.0" 9.0" 4.0" 34.5"14.5" 7.5" 10,0" Ca CONNECTION TYPE USING PIECE®WITH 70 16,0'•12.5" 4.0" 5.0" 16.0"15.0" 7.5- 11.0•'i4.5. 7.S" ]0.0" OUTSIDE ANCHORS ONLY _ _ 100 14.5" 7.5"I �! L0.0"L4.5' 7.5' 30.0"14.5" 7.S" ]0,0" `1 1/4•MILLENIUM MIUFAST 43 1G,0"16.0"1].0"13.5"16.0"16.0_'33.D_' 6.5" 9i5" 16.0"13.0" 7.0" 4.0" 6.5"10.5" y f4 E WITH 1.3/4"EMBED(3275psi 53 16.0_16.0" 0,0" 11;0"16.0"16.0" 9.0" 5.0" 7.5" 18.0"10.5" 5.5" 5.5" 7.5" - W ANCHOR NOTES: MIN CONCRETE) 62 56,0"11.5•' 8.0" 9.0" 16.0"13.5' 7.0" 4,5"•6.5" 11.0"10,5" 5.9" 5.5" 7.5'. F W 70 16.0" 9.5" 5.5" 8.0" 16.0"11.5' S.5" 5.5_' 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING q ru 300 10.5" 5.5" 5.5' 7.5" 10.5" S.S' S.5" 7.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE D () LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). 0 1/4'ALL-POINTS SCUD-SET _ 1-]/4'MIN EDGE DISTANCE Z�d m U ANCHOR W/7/8'EMBED& - Cl CZ C3 C4• C3 CI C1 C3 C9 C5 Cl C2 C3 C4 CS 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _m< I/4-20 Ss MACHINE SCREW _43 16.0"16.0'_8.5" 10.5'16.0"16.0"12.0_ 5.5�' 7.5�' 16_�0"12`5' 6.5" 3.0" 5=0" 50.0" ANtHORTYPE AND EDGE DISTIWCE.SELECT DESIGN LOAD GREATER THAN OR EpVALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000pq MIN CO 53 16.5"15.D" 6.5" B_0 16:D"16.0^ Bi5" 4.0" 6.0" l5.5"10_0" 5.0" 4.0" 7.0" THAN OR EQUALTO SHUTTER SPAN. E 62 16.0"1I.D" 3.5" 5.0" 10.0"10.0" 5.0" 4.D" 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.70 16.0" 9.0" 4.5" 6.O' 16 10.5" 5.5" 3.D" q.0" B, 10.0" 5.0" 4.D" 7.D" E 300 l0.0" 5.0" 9.0" 7.D" 10.0• 5.0" 4,D" 7.0 0"" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 3'KIN EDGE DISTANCE g 1/4•ALL-POINTS SOUD-SET ANCHORTYPE BASED ON TYPE OF EXISTING STRUCRIRE AND APPROPRIATE ANCHOR W/7/0'EMBED& Cl C2 C3 C4 CS C1 C2 C3 C4 C5 Cl Q C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 71� 1/4-20 SS MACHINE SCREW 43 16.0' 16,0"16.0"16.0"I6.0"16,0"16.0"11.T'16.0"16.0"1fi3O"11.0" 7.0" I1.0"16.0'• CONNECTION TYPE. x+ g O(3000pe1 MIN CONC) 53_18.0"16.0"13.5'16.5"1fi.0"ifi.0"14.0" B.5• 13.5"]6.0"16.0•' 8.5" 5.5'• 9.5" 12.0' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED 70 NON-CRACKED CONCRETE $„ 62 18.0"16.0"l0.5'I6.0"16.0"16.0"11.0" 7.5" 11.0"16.0"16.0" 0.5" 5.5" 9.S" 12,0" ONLY. •�{] 70 16.0"15.0" 9.0•' 14.0"16.0"I6.0" 9,0" 6.D•' 10.0'•13,0•'L5.0" 8.5" 5.5" 9.5" 12.0" 6. 'THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 I6.0" B.S" S.5" IN ACCORDANCE WITH MANUFACRIRERS'RECOMMENDATIONS.EMBEOf4Ef4T 4' - 2-5/e"MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS SS DROP-IN W/]/4-20 SS BOLT AND Cl I C2 CT CA CS Cl C2 C3 [9 CS Cl C2 C3 I CO CS FINISHES. a 1'EMBED(3000psl MIN _43 16.0"16:0"14.W 16.0"160.16.0"14.0" B.D" 12.5"16.0"14.0" 7.5" _5.0" 8.01, 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 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" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING 62 16,0'•1'2z5" 7.5" 12A"16.0"14.5' 7.5' S.0" fI.S" IL5"11,P. 6.0"4,0" 7.0" B.Oa- MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR ¢ • SIDE CLOSURE PIECES. Q e 70 I6.0"10.0" 6.5" 10.5"16.0 12.0" 6.0" 9.0" 7.5 9.0- 11.5'. 6.0" 4.0" 7.0" 9.0" 100 11.5" 6.0" 4.0" 7.0'• B.0" 11.5" 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" B.0" 0. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4'POWERS SS DROP-IN 3-1/2-MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x-0"(MIN. WOOD STUD.3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.I�G SCREWS SHALL l si d 5'•i !t e W/1/4.20 SS BOLT AND CS C2 C3 C4 f3 Cl C2 C3 C'rT C5 CS CZ C3 C4 C5 HAVE PHILLIPS PAN HEAD OR MEK HEAD. 1"EMBED(3000ps1 MIN 43 16,0"16_0"15.0"I6.0"16.0"1fi3O"14.5" 16.0" 7.5" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN e CnNC) 53_I.-_0 36. !0_5"15,0T'L6.0:'I6.0"10.0" 6.5' 10.5"16.0"12A" 6.0" q.0'" 7.5" B.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER p [J�y�� 62 13. 8.0'_12.5"16,0"15.0"•B.D"S.D" 9.0" ]2.0"12.0"6 0, 4.0" 7.5" B'S" HEAD(SIDEWALK BOLT),U.O.N. ill ° 70 7.0" 11.0"16.0"12.5" 6.5" 4,5" 0.D" 9.5" 1L0" 6.0" 4.0" 7,5" B5" 9i300 6,0" _4.0" 7.5' 8.5" 12.0" 6.0" 4.D" 7.5" 6.0" 4.0" 7.5" 8.5'• DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USFS, •� _,___^_.___,�_ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �Se 912 SMS W/21 EYEWALL Cl f2 C.3 C4 CS Cl C2 C3 CA C5 Cl C2 C3 GI CS NUT OR WASHER WINGNUL taplTpRLR4MLtecWmoPr.ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16.0" 7,5 10.0'16.0"16.0" 9.0" 4.5" 6.5" 13.5' IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCTiORSCHEDULE. (20000 MIN CONC) _53_16.0"16.0" es, 11.F 16.0"16A"_11.5"5.5" B.0" 16.5"Lq.O" 7A' 3.S' 55' IOU" 15-2339 62 16.0"15A" 7.0" 9.5" 16.0"16.0• 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 1Z WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 0cur, 70 16.0"12.0" 6_0" 8.0" 16.0"Al- 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5• 10.0" DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALL p1yR�IpnAtt -7f - • CONCRETE SCREWS TO HOLLOW BLOCK 100 14.D" 7.0" 3.5" 5,S" L0.0"14.0" 7.0" 3,5" 5,5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" 8125MS W/2.75'EYEWALL �3 16�0"16,0"16.0"76:0"16.0"16.0"]6:0_10__0"34.0"16,0"]6.0"il.S' 6.0" 9.5" ARMOR INSERT W/2.5' S3 16,0"RE r.16.0•'16.0"16,0"15.0" 7.5" 11.0"16.D"16.0" 6.0"5.0" B,D" 13.0" q� EMBED(2000py MIN C'ONC) 62 16_0"16.0" 9,5"33.5"16_,_0"16.0"11.5• 6.5" 9.5" ]6.0"I6.D" 9.0" 5.0" &0" 13.0" 7p 16.01 B.0" 11.5"16.0"16.0'• 9.5" S.5" 0.5" 14.0"16.D" 9.0" 5.0" B.D" 13.0" <<_ _ 100 3fi.0" 9,0" 5.0" B.0" 13.0"16.0" 9.0" 5.0" B.0" ]3.0"16.0" 9.D" 5.0' B.U" 13.0" 1- 3-1/8"MIN EDGE DISTANCE MUM m em :• ■gym©mm©m©m©©o© ©mm .o©�©o •, , y lam MIMMO///////��� Ong y��/air/ir�.�/ii NOW ii//�� ire://iiir�iiiiiiii�.aii i/�/.ii�/,i�iiiii//iiiii///i, ®iii���MIia ii Fmcm F i iaii _ %/.0'//////% %///%%////f/%////�%/// %% %//� % %// ��Mg��M�m r MIN � �a/ii� , '�% %//%%%%��//%%/%9.%/%/ll/%/% il'///%/%/%% %/ ■m©�70©m�0[�[�[�■©C7[�©mm©0©mm©©©m0 mmm Egg m ■�m���/�®[�0mm©DO©mQC�O©m©O0©m000©m0©m© AM M T. M,/�/�//y //�, /Jf%% //j j%/%iY0////%%/////%O//�/�m�Effi��FIIIE��ELE9�, �® - E�1'��''yi,%/////%/////%%/%h'r////J('//////.%/////i//O//7i.'////�Yi%//////..%%///.Y/y/.f/i/I//.9/'.'//%//%///��y//////.L��[•�%//.lam'///.1//��[�%////'//////[mil[� :s;.` ■ m©mm - m mm©mmm©Qo©m©©©a I.EF3y ' ' �//�/%�///%/�[•�y//7///i�%//i ' %%//�///�'//////j/O%////!. •' Ei�iil®FII���Q®I%////®��'�//%i%/////%6///its MINE !9T%iM ME, ORION,Fill 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1RANKL6ENNtaDOI P;E. r MIN EDGE DISTANCE ````Y�3111111 l r 8rE0046s4^ I �,;.�4t ri Spana Up Tp 6'-0" Spans Up To 8'-3" rp O LOAD CONN TYPE CONN TYPE CONN TYPE s ANCHOR (PSI) CI Q C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 - NO p- ` n72 SMS W/2"EYEWALL 43 16.0"160- 7.5" 9.0" L6.0"15.5" 8.5" 4.5" 6.5" 15.5' 8.5" 4S" 4.0" 7.0" _�{' E004654 = 30 ARMOR INSERT W/1-114• S3 15.0"10.5" 5.0" 7.0" 16.0"11.0" 6:0" 35" 5.0" llf. 7.0" 3.5" 3.5' 5.01. _'p %• ' EMBED --a-.0" -._- N 62 14.0"7.5" 4,0" 6.0" 14S" 9.0" 4.5" 4.0 7.0' 7.0" 3S" 3.5' S.0" ^�1 *_- ym 70 I1.5" 6.0" 3.5" 5.5" 1ZS" 7.5' 04 3.5" 3.5" 5.5" 7,0" 35" 3.5" 5.F. ^ .11 S7A7E OF w m 100 7.0" 3.5" l.5'1-9-0. 7.D" 3.5" 3.5" 5.0'7.0" 35" 3.5"5.0" ���Ss••c101]IDA OjJ ANCHOR SCHEDULE: WOOD �G=0.55 ........ ` ,`{(p�jjj(l�yLy{Jj z _ 3/q`M[N EDGE DISTANCE ,,/',ONait Ll S1` G. WL1 -a 1°> LOAD Spans Up To 6'-D" Spans Up To 8'-3" ins Up To 12'-0" SR yl $ I� ANCHOR �Psn CONN TYPE CONN TYPE CONN TYPE Z 9 sG C3 C2 C3 C4 CS C3 C2 C3 C4 CS Cl C2 C3 C4 C5 W aN W .� rf/4"LAG SCREW WI]H 1-3/A 43 16,0"16.0"11.5"12.5"I6.0"16.0"16.0" 7.V' 9.0" 15.0"ULU"14.5' 4.5• 6.0" 16.0' u z MIN THREAD PENETRATION 53 16;0"160" 8.5" 300"16.0"16.0"18.0" 6.0" 7_0" 16�0"16.0"1L5" 4.0• Sy0" 16:0" V310�RL�z 62 16+0"16.D" 7.0" 8_5' I6_0"16.0"14_5' S.0" 66 15.0"16.0"iL5" 4.0" 5.0" 16.01, O 01 iu 70 I6.0"16.0" 6.0" 7.5" I6.0"16.0"12.5" 4.0" 5.5" 16.-_0"16.0"11.5' q,0" 5.0" 16.0" I00 16.0"11.5' 4.0" 5.0" L6.0"16.0"11.5"4.0" 5.0"16.0"16.0"iL5' 4.0• 5.0" 16.0" a y 7/16•WOOD BUSHING WITH 43 1G.V 16.0" S.0" 10.0"16.O"15.5" 8.5"_4.5' 7.0" 15.5' 8.5" 4,5" 4.5" 7.0" 1-13"MIN EMBED 0.1/4-20 53 16A"10.5' S,5" 8.0" 16.0"11;0" 6:0" 3.5" 5.5" 11.0" 7.0" 3.5" SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4_5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" -__ c ,Lamr" 70 12.0" 6.0" 3.5" 5_5" 12.5" 7,5" 3:5_ 4.0" 5.5' 7.0" 3.5"__ _ " - _ 0 IDD 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0'7.0" 3.5" 3 t145M5 OR t14 WOOD 14316i..C"l1fi.0"17.5'14_5"16y0"16_0"16_0" 6.0_' 10.0"16.0"16.0"11.5" 5.0• 7.0" I6_.0"SCREW WITH 1-3/4•MIN 16.0" 9.0" 31.5"L6.0"16.0"15.0" 6.0" 8.0" l6.0"16.0" 9.5" 4.0" 5.S_13.01, THREAD PENETRATION 16.0" 7.5" 9.5" 16.D"16^0"I1_5" 5.0" 7.0" I6.P'16.0" 9.5" 4.0 5.5" 13.0"16.0" 6.5" BY 16.D"16.0"50.0" 4.5" 6-.D"14.0"16.0" 9,5" 49,5" 9.0" 5.9' 13.0"16,0" 9.5" q.0" 5.5' 13.0"16.0" 9�5" 4.0" 5.5" 13.0" �¢ m ANCHOR SCHEDULE: WOOD (G=0.42) a� 3/4•MIN EDGE DISTANCE < • •$p.m F_ LOAD ns U Hp p Tp 6'-0" Spans Up To 8'•3" S�pCc Up To 1T•0" _ 9 7i ANCHOR CONK TYPE CONN TYPE CONN TYPE V C x (Psn Cl C2C3 I C4 I CS I Cl I CZ i C3 1 C4 CS Cl Cz I C3 I C4 I CS aC3 g 1/4'LAG SCREW WITH 1-314 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"1 3.5" 4.V'15.0" _ MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5" 3.0" q.0" 1L0" N 62 16.0"16.0"5.5" 6.5" I6_0"I6,0" 9.5" 3.5" 5,0" I5.0"15.0" 7.5" 3.0" 4,0"31.D" d 70 16.0"13.5" 0..5"6_0_16.0"I6.0` 8.0" 3,0" 4.0" 11.5"15.0" 7.5" 3.0" 4y0" 1L0" r IDD 15`0' 7.5" 3.0"-4_0"11.0"15.0• 7.5" 3.0" 4.0 11.0'I 15.0" 7,5" 3.0" IL`'�1WL- "t c tt4 SMS OR 4'14 WOOD 43 16.0"16.0" B.5" ]D,5"16.0"16,0"12.5" 5.5" 7.0" I6.0"13.0" 6,5" 7,5" 5.0" 30.5'SCREW WITH 1-J/4•Min 53 1fi.0"I6.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16,0"10.5. 5,5" 2.5 4A" 7.5" Oo THREAD PENETRATION 62 16.0"11.5'5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5,5" 2.5" 4.0" 7.5" ozmm==> 16_0" 5'245" 01601_ 5 _ .0" . 78 " 10 " 7.5 _1 .0" .0 5.5 .5 log 30.5"5 .5"4.0 7.5" 1.5" 5.5 2,5 .5 ." . . " 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE I� r] Spans Un Tp 6`D" Spans Up To 013' Spans Up To 1T.0" r+i O LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (Psi Cl C2 C3 C4 CS CS ; CI I Q 1 C4 t CS CL I C2 1 C3 C4 CS 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"I6.0"16�0"16.0'16.0"15.0 16.0 16.0 16.0"35�0" 9.0" 19.0"d 2-7/4•HIM.EMBED 53 16.0"16.0"16�0"I6.0"16.0"I6,_0" 16_0"16.0"14.0"16.0"Ifi:O"16:0' 14.0"16.0"I6.0"r12_0" )D 16,0"16.0"1]_5"16.0"1&D 16,0'1L5" B.0" 12.5"16.0"16.0";SZ.O" SS3 100 16.0"12.0" 7.5" 12.0 16.0' 16:U']2.0" 7.5" 1L0"16.0"16^0" s _ a-_"-� � S%16'E1C0 ULTMCON W/ 43 16A"16,0"U'.5"14.0"16.0"16.0"30.5" 6.5" 9.5" 16.0"11.0"I 2-l/4•M1N.EMBED 53 16.0"13.5' 7,5" 11.0"16,0"14.0' 7.5" 7,5' 13.5" 9.0" 6.S' pp%R9Of1iNKLaBtWLOtt m 62 16.0"10.0" 6.0" 9.0" 16.0"11,0" 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 5 70 35.0" 8.0" 5.0" 8.0" 15.5" 9.5" / 5.5" 7.0" 9.0" 6,5" qa z 100 9.0" / 5_5' 6.5" 9.0" 5,5" 6.6, s _ _ 2"MIN EDGE DISTANCE _ Cl Q C3 C4 CS CI C2 _C3 U_ C$ Cl ,62 -C3 C4 CS s125MS W/2"EYEWALL 43 ]6.0"16.0" 9.S' 7].5"16.0"16�D"14_D" 6.0" B4O" 16.0" ARMOR INSERT W/Z'EMBED_53 16.0"16.0" 7.0" 9.0" 16.D"16.0" 9.5' 4.5" 6.5" 15.0" E 62 16.0" S.5' 7.5' 16,0"1M1.5° ,--� 70_16_`0"10.5' 5.0" 6;5" 16.0"12.5' 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 6.5• ANCHOR NOTES:SEE SHEET C"ul - '- � 9 F'OR ANCHOR NOTES.