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HomeMy WebLinkAboutProduct Approval F 77 BCIS Home tog In i User Registration i Hot Topic Submit Surcharge i Stats&Facts ! Publications FBC Staff I BCIS Site Map Links Search Product i i Product Approval •�).i= - USER:Public User trail T.ty-s'.� Produ-t Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 fr-ank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum,com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i_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. iJ Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI IndeDi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COT Tnden3.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 R6 Eauiv Eauivl.odf FL13757 R6 Eauiv Eauiv2.ndf FL13757 R6 Emily Enuiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Benriardo,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 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 TI Dwg2.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eva12.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II DwD3.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.odf anchorage,etc. Created by Independent Third Party:Yes Bak 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 not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall,If you have any questions,please contact 85D.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 here. Product Approval Accepts: 0®Fg Credo Card Safe 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ zj­," 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PCO046541 COD'SIXTH EDITION llQhAll 111 NIT11:111 AND OUTSIDE THE HIGH AN,THE &,q H VELOCITY HURRICANE MZONE ATI L BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE t It t THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH :n: E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION g 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL 13E SECTION STATE or " .4 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE wm RE Ul E As DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ...... FLO IDA BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. 11111110, 11,11 t 0 qq 3 TESTING PRESSURES IN ACCORDANCE WITH TAS 201/2021203 AND ASTM E188V199YE330. 4: DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES DIVIDED Y DED Y A 1.5 SAFETY FACTOR. n ZONES, OS ' tlg S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE NE IN ACCORDANCE WITH N REQUIRED FOR ALL WIND F CRIT E14A IS INDEPENDENTLY IVH ASTM 4996-09IT IS ACCEPTABLE BY CODE OADOPTED BY THE AUTHORITY HAVING 3URISDICTION.SS OPTIONAL PLA VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND ?�, I LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE N e 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=0.05 SHALL BE USED, S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. w 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL x ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME19 LL PRODUCT APPROVAL USE Or THESE APPROVAL DOCUMENTS SHACOMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. I -.-2 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. M m 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 1 -9 THE BUILDING HURRICANE HIm 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS E P" C IM L L 11.. OFFICIAL MAY RE( IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND BOTTOM % SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING Hl�ef!fk APPROVAL U LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION, TOWN&COUNTRY INDUSTRIES 'TYPICAL PLAN VIEWS FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM EISU6,E1996&E330 TAS 201 202&203 ri'll'i SHUTTER ELEVATION FLORIDA PRODUCEAPPROVAL NUMBERN.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: It K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINI-MUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.L,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 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE&IRE. FACILITIES FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE is. SHUTTER 19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. SPAN 1 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. :5 30'ABOVE 30'ABOVE :9 30'ABOVE 30'ABOVE 22. SHUTTER MAYBE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. GRADE GRADE GRADE GRADE 23. SEALANT SHALL BE USED ON ANCHORS OR YRACKS WHEREVER WATER SEEPAGE IS POSSIBLE, 72' 2-19" 1-6/8" 2-3/8' 7A13LE 1: 3-&6" to; TABLE NOTES: 120- 4-118' 2. 4-114' 2. x 1. DESIGN PRESSURES SHOWN IN"ACCORDION 5 ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE - 144" 4-7/8' 2' 1 2- 1. HVHZ:DEFINED AS MIAM�ffLDE COUNTY SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE NOTES: J_ I NAN AT EACH RESPECTIVE SHUTTER SPAN. AS LOCATIONS AND BROWARD COUNTY FLORIDA. Idal 1119-1 POSITIVE NEGATIVE 2. LINEAR INTERPOLATION SEMEN SHUTTER 7- ARgW'DEFINED OTHER THAN MIAMI-DAVE COUNTY AND BROWARD COUNTY SHUTTER DESIGN RE-SIGN SPANS 15 NOT PERMITTED.FOR SPANS NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 9 SPAN BETWEEN THOSE INDICATED ABOVE,THE 15-233 ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". Mr. fPsF1 SPAT(SHALL BE USED. 4, INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30*SHALL 72, 100 too HAVE 2-716"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' gir 70 ABOVEG E. 45- LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEENnjoSc 120, 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144- 4340 E1.6. SEPA6-09.RATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 99 _PRO1ECxI0N VARIES _pN1.`.••' 2.874' 4.874"MAX. �'("•: L S T '� 0.062" 0.450' 0 0.125" 1.830" 0.062" _ 1.708" 0.100' *.- 1,7DB' O.IOD• ry --1- 0.080" 0.063' .j L _!_-�L 0.195" .j- --rt' 2.820" �' ,S7AJY�OF ~NI 0.195" 0.096' O.OGO" 0.070' 0.060" iry ti }-1.908" CORIDA Y1 �{ x.125' _r 0.630" --� 0.630' -t---f 0.062".+ 1.993"-} I i �� m O 0.63011 '� 0.062' 0.630' --�--� 0.062' �i �flll '-1" L 0.143' r0.0 y�}^ G U�� ' y -L'" 1.069"-} }---10.971" }0.971"-} 0.143" -Tlrtlf Il/11111 II % i-:D7D^ m o z •x(19 70.062� OOfiO' O.OGp 0.630"0.200 I 0.062" 0.200' \ \ } 0.630" 0-06" "• 0.062"' lI1-I 1.069' �SUPPORT LEG OPTIONAL : 1.069"4 0.62" �-1.069^� 0.062' w5.745'MAX. O.D62" g988 5.745"MAX. �� U) $� OWALL 0 BUILD OUT WALL 3 STREAMLINE CEILING TRACK 0 STREAMLINE WALL TRACK �,HEAVY HEADER SILL �)LITE HEADER SILL ow u SCALE:HALF SIZE SCALE,HALF S12E O SCALE:HALF SIZE �/ SCALE:HALF SI2E v SLALE:HALF SIZE �-/ SCALE:I4ALF SIZE M O WHERE SHOWN,SCREW BOSSES 8.FELT GROVES AREOPTIONAL r" ON ALL EXTRUSIONS ^I 0.874'1- }--2.655" 0.675' :�Sf -2 195, I {---}0.510' 2.195, 1.230'-1.230• !fir uj- -1.229" - "-f I I 0.060" �I-_. I (-9) IE 0.7 5' v� \'' -r r I I _ I i I I P1�p.o,�I m !r --2.655'--{ ri O7 11n T-T I ^ I •... I,�;I�Z.362' z"�d m 4.64' �. 1.069"� .�_� � N I �_�� .831 C e__ -1- ' ~ 1.069' 0.105' m ry X OIC I S iIl o.las• I i _I D.075' Ma 0.075• ry .n .+ I ���i_---- -' �_ 0.105" ti I 4.510' ----- I I -1 rr -- --t NOTE:TESTED THICKNESS OF 0.781' ---4.510`- } �..__ BARE METAL W/0 PAINT IS 0.039' - 3 506" SILLSILL ADAPTER O EXTENDED SILL Ip EY7ENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM T3 6.8 STREAMLINE SLAT/BLADE [© SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE k 0.477' O.OBO' 1.570' 0 510" In 0.143" 0.143" t- 0.590" 0.341' .06 0.070' 10.245" .� 1.708" 0.143" 0,096" ) d 9 0,060'1}?- a - .0.115" I 0.080' 0.117" ■ p 4.753 ' dd 0.090" .0.0.096" e � d 4.510' H 0.180' n ;I 1 0.000' �I D.aeo• U.U44" 0.227' 0.682' 0.630• 0.060" .J I .!�I. I 0 693' -�-I--� 15-2339 ` NOTE:THICKNESS OF BARE 2.822" k_,625"-{ 0 - 58 METAL W/0 PAINT IS 0.039" 15 6.8 STREAMLINE 0.039' 16 RADIUS CEILING.HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP Igb WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE+HALF SIZE SCALE HALF SIZE 99 . 1.950" 11 7 f7U8xlttENNA4D0 P.E tilt1 tit, IMMONbSi4 ;,./,_•+ _r .280•f--+ 1 f 0.610' STAINLESS STEEL NYLON WASHER OR 1t ASSEMBLY D'4 0 ALUMINUM `:•' LI 0.920°O HOLE @ x0.050" 0.357" z i''�-"''' 0.276"}--ii *'• Nals�. F NYLON '1'O u^ v; #10 x 2-3/41410 HT B.S. I I)1 b� 0096 rl 0.880 0.05 WHEEL O `�o x0.120•o INSERTS SCREW W/TC ULTRACOTE T-_! 0.591"INT 1 - TRA COATING - 1.1D0'-}+•0.240° L � _� TRACK (TYP TOP&BOTTOM) N 0.062"••��� �_t(1'• `S'7At. �` *'�� � z i TYP.AT EVERY OTHER 0.750" NYLON BUSHING W/WASHER: _�_...� i/(T)�i '--.R DAF .. r 5° •�T 0.870" 7/16"0 x 112'/LD INTERIOR JOINT TOP �O .. INSIDE JOINT AT TOP. 7/16"0x1"0 INTERIOR JOINT BOTTOM 0.154"� 4137' iT�q. \� n� DANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHERCANBEUSEDONEXTERIOR 7t/�fL/tE110- 1LW oV+i 19 22 ROLLER ASSEMBLY HOUSING-ZMCDICASTPOWOER COATED 7 K SCALE HALF SIZE SCALE-HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 2C BOX CENTER INSERT IQ 8 5 OR KEY/HUMS TURN OPERATED INSIDE. SCALE HALF SIZE SCALE:HALF SIZE Q f+0.250" z3 BRASS PUSH LOCK SCALE:HALF SIZE 6 R0.155" VI w A 1 w . *t R0.500' 4:000' -1. B 2.125'- c6t }• 0.500" 0.236" .___1.742" 0.286" 1.603. 0 d T. 0.623" --1.710" -1.224"_ 0.267• $ 0.790" 0.09D" 0.319" 0.531" -- ^, 0.531" 0i 0.064" ;26' n�' 2.750" c U.0.09 �. " i --------j?-- a 0.25D' •"--1- E c c0.607 ff 1 0.607" I der W�H { 0.7.18"1 4 k.2Z4" 0.239"- +• �! n I � a:i� n v"'Ii n ° In N 'aa 6 2.750'----� �Z.000"__•-� O.tl60' 0.495" I (0.240" .ci N.hi.moi .moi.i.a.I I�'' tiQ m 1.758"�'1 .l__..._. ("' _ 5rn O r 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" �1 1' p'o a O SCALE.HALF SIZE SCALE.HALF SIZE 0.160" 0.222 1.001 CENTER 0.062' 30 UNIMATE LOCK 31 MALE BOX GENTER g SCALE:HALF SIZE SCALE HALF SIZE 32 SCALE`HALBFaS12EEN TER �4 1Fx1 9 •�-0.062• ...222E b tg0 5.500•x 13116'WIDE- }--}0.407 :one, A 167' 7/I6"0 STAINLESS • - 2v-�--•i-===� STEEL NUT JY - ll 7Ob z � 3p • ' E. � K pa 0.125' ^pa S ;' ��_0.106` 5/16-18x1 MACHINE SCREW D D.438" -1.- NF' 5/16"0 TNTERNAL SIAINLESS STEEL F a�'` 0.121• ¢ �- 4.500' f--}0.689" POWDER COATED,ZINC DIE-CAST THREAD �.67 FI 2 ya SECTION A HEAD STYLE VARIES . INI,TA MODEL 2J022 3g 7-LOCK ADAPTER 3/ T-SCREW INSERT 3g THUMB SCREW �pryal sp q eg INbUSTRIA� 7EMS (OPTIONAL) SCALE-FULL 512E SCALE FULL SIZE _ fp•259. QDO 40b 40C 0 G i71Y R 35 BOX LOCK SCALE HALF s1zE " SCALE:HALF SIZE 0.319 END STRIP I- 1,625, �{ �_ ` z DDD 2" & 3" EXT +- � +--1,500"--{ 0125-1.� '1r0.125"SCALE: HALF SIZE 0o125" T Foo 0.125' 0.250• n 0.093" ni axvXlRrRVKLCQ+WGam - �A � 15-2339 N 1 - � L I 7AN -�---+ ALT. 1" E14D STRIP L5"x3"x0.093" ANGLE . 3c� 2X7 ANGLE 20 23 � 25 2"x3"x0.r25" ANGLE SCALE-HALF SIZE CALL HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE \1/1EOM6f ARDOI RE ANY ANCHOR PER ANCHDR EDGE DIST. " SCHEDULE 18"O.C. E%ISI7NG DIST. 1 GLAZING SEE END STRUC 11unnlSCHEDULE FOITrdivc. No E004 '•� A .ANGLE EMBED -- HNSPAN WHEN USIA(i: _ / / 20r40a140b'BR$OG, 7 _ EMBED. (INTERfOR) Ir LEGD RECITON 77 N I' 17 - " - -.IMAX. WITH2OOR 6.8 AR 26Q Ta& ~ � MIN.0.062"THICK 6063-TGAWM. T yypp ANGLE 1'x 1"MIN.TO 2"z 5"MAX. 21 25 /psis/ Iti 3D (ANGLE LEG MAY BE REVERSED) DDGJ — -- ---- FASTEN ANGLE TO TRACK W/ 1 I TL71 Dj U DIST. / ANY ANCHOR PER ANCHOR (21 310X1'SCREWS AT v / SCHEDULE La 18'O.r- CORNER,TOP -BOTTOM;AND UE a ATTACH TO 6.8 STARTER W/ 13 13 13 13) :112 x 1/2"GALVANIZED OR S.S.SMS, \ #12 X 1/2"GALVANIZED OR Z p S.S.SMS 3/16'0 ALUM.POP W N 9 RRR111 dddd Yl 10 6.80"(T YP.1 3D ' 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE '�w^ z ALTERNATE END STRIP DEAL �- --� USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT fi NUT 1%18"O.C. BOLT NUT 0 18"O.C. (EXTERIOR) 5/16-18JHUMB SCREW INTO THREADED WITH 6.8 S IAR I*ER AND ANGLE N W d v INSERT(337)9 AT I/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" ANY TRACK W/ gCREW BOSSES_ a X. FROM H OM 3/8"MAX END STRIP SCHF_OULE .� H TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAx WIDTH,UP TO p F IWAI SCALE 3"=V-0'• 1"HEIGHT. 1'B/O l2.77 62 72 1D 62 -85"— USE i USE(11 BRASS PUSH LOCK 1632 76. SEE END STRIP OR 11)5/16-18 THUMB LOCKING DETAILS FOR 2'B!O(3.7') SCREW O THREADED- CENTER MATES SCHEDULE FOR MAX. d INSERT 77 AT 1/3 SPAN1 TO 2/3 AN FROM SHOWN ON RANDOM 2 SPAN WHEN USING w BOTTOM OF SHUTTER - 30 DETAILS 3'BIOO(4.T') 62 20,40a,40b OR 40c,72 1/d" OR 6.8 STARTERRECEIVING HOLE SHALL BE ,3 0 3/8"MAX WIDTH.UP TO 1"HEIGHT. 30 ALT.1'BIO_-3_ AX, WITH 21 OR 25. 7,E a O m • (2.7.) 2 X02 ` iD 112 et \ D 4Dr USE APPROPRIATE ,7r _ 132 75" �1jT�TI ` STARTER STRIP TO g 1.6"X3' 5 8J' y 40 7.0 PRVID OE CLOSURE A0.083' ��JJII FOR 13 _- 67 BJ' BUILDING CONDITIONS60 1 . 23 21 64 111 8 FASTEN STARTER STRIP c 0 6 TO TRACK W/(2)1110X1" Q (INSIDE)23 INSIDE) SCREWS AT CORNER,TOP 20125' 42 129" ALTERNATE END STRIP DETAIL 8 BOTTOM SCALE 3"=1--0- ANY TRACK W/SCREW 13N�w I se 60 16' BUSSES. 9-4 T 0 111' W L u TOR GREATER SPANS OR LOADS 1NAN Sll L W SIIOWN 1N END STNP SCHEDULE,END (n O STRIPS REQUIRE A 1"XV.090'CUP ANGLE F MID SPAN USING AEi ANOIORONRIE EXISTING GLASS7 £q 24 Z ANCIIDA SCIICWIE<A E14"3/4'lEK v 13 SCAEN OR IIA-20 EOLTTO ENDSTRIP. o w USE(1)BRASS PUSH LOCK 0¢Il IC LS G USE 111 BRASS PUSH LOCK OR(1)5/16-18 THUMB (INSIDE) s OR(1)5/16-18 THUMB / 3U :(1� �.i SCREW I O THREADEDkr3 SCREW I(AC THREADED a�- INSERT 37 A7 tE SPAN SILL H51pLIE I TO 2//3 SPAN FR OM Fill n0.n BOTTOM OF SHUTTER ,j e BOTTOM OF SHUTTER (OUTSIDE) R RECEIVING HOLE SHALL BF. , d 3/8"1.1 X WIDTH,UP � / 1"HEIGHT. T3 4 CC1 TYPICAL. OUTSIDE CORIJER CLOSURE __� E30ODETAILS WO/CORNER POST ......... �I I� ��-_ P;Ft) \ CDNTS 3, (OUTSIDE) 15-2339 SILL' SE 111 BOX LOCK AT 1/3 " SPA14 TO 2/3 SPAN FROM 1'IIY80pCRIPTiDN, , BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS :f Ci SCALE.3"e 1'-0" L:md 1 AHD I f FMNx L MHNNIM,P.E. Cl REFERENCEIAINCHYOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING 'V17 Cl CONNECTION TYPE MAX. 1/4-20 MACHINE BOLT5 - \ REFERENCE ANCHOR 1/2"r3 W/NUT @ 12"0 C OR k p A \ SCHEDULE FOR MAX. � i/2" H 14 SMS('t° 6-0 C -* 1 _ SPACING / (TYP.TOP 8.BOTTOM) _.D , L9 I- N 2 FASTENERS ALUM. TUBE 0 EACH ANGLE- 8063-T6 ALLOY @OROR/ 'r! 1 ��(� SEE jQBI F A FOR 512E. O o OR 6-�/ Z J /i�tS • 1"x 2"x i/8'• I , I ALTERNATE T1111.BO U LT OR 2"x 2"x 1/B" Cl CONNECTION TYPE HORMN.GLASS ¢ w /p Q¢I �>a 0° ALUM ANGLE f -"-- "`"' l SCHEDUREFERELEEFORCMAX �O uX �¢W ° SEPARATION 13 N.. o 13 1 I (,. ,I SPACING PER TABLE 2 r a m Z oU THREE 3/16"0 ALUM. ° '(= 1 I"1 GLASS l:w 0.'t (5W z 14 A POP RIVETS OR ° 17 _!5..� I OR DOOR ylA^I4• THREE 012 SMS,T YP tog d 3/16"0 ALUM POPN ;' I I �_� _ TABLEA(CC31 17 @1BRIVETOR 012 0 C.(l1'PNS \',;; � tTf�Nq)E='� 'R _ __ 5 OR OR LZ= �O u7 OF PRESSURE VS ALLOWABLE LENGTH __J Z v- \'" ,n 11// No MAY USE MALE OR � IIIPSF 2Nox0/0� �O' FEMALE LOCH-SLAT P. w - Ftp+ 13D' 13 ALTERNATE THU BOLT IBB' /4"MAX FROM PIN �` 61 C5 CONNECTION TYPE ClCI CONNECTION TYPE GUIDE TO BUSHING dN 72 124' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR "'-~'--I' \ WASHER ITYP.) W r p, CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX I \ 19 Bl 119' 372' NTS SPACING \ 92 114" 16S _Jli-� 114 x3/�"SMS @ 9"0 C "� ANGLE TO TUBE CONNECTION 101 110• 160" - --- 2"x 2"x 125" o�E 120 104' 14T TABLE: EXISTINGHOST EMBED. 6063-T6 ALUM TUBE yma 150 4T 131' STRUCTURE - 2 ep+ Ila' PAE55VRE VS ALLOWABLE LENGTH 5 CONNEC110N TYPE Y PSF RH B/0 W1,TH 1ljl0 EDGE DISTANCE REFERENCE ANCHOR E SCHEOLILE FOR MAX EE SPACING ,TI o 62 111' 166" FASTENER @ 18"0 C. /,�I1� � 3 g 72 107" 1ST (USE ANY ANCHOR SHOWN C/ALTERNATE BUILD OUT MOUNT SECTION 82 101• 147' 114 ANCHOR SCHEDULE) ` SCALE 3"=1'-0" 92 95' 139' /��Iti� 102 90" 132' / L 1 120 63' 172 w h 150 7q� 109' 3/16 RIVET OR t712 SI-IS 090"6063-T6 MN GLASS 13 > M=O (81 18"O.C. OR 1/4- ALUM TUBE TYP. ?FR TABLERATIO -' O IANU I B BOLT(TY3/16"-ALUM.POP C•1 � GLASS _ 2 4aZm RIVET OR tt12 SMS 6065L76 ALLOY ( 1B"0 C.(TYP.) EOR DOOR OrSEE TABIFOR SIZE. k.x 5"x t/e•'2 FASTENERS CON7IN000S �EACH ANGLE ALUMINUM ANGLE (1-x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDETHREE 3/16"-ALUM ALUI1ANGLE,TYPpOP RIVETS.OR 77 ORIENTATION TYP. 17 0 5 6THREE R12 SMS,TYPEO E1"x 2"x1 - 4 COPINECTIONTYPEOR 2"x2"x 118" 1 0 1 REFERENCE ANCHDRALUM.ANGLE -�"- SCHEDULE FOR MAXMALE SPACING WPBrOBf1M11(Ll@61VWPE L OCK-SL AT ---EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION �Aoeolgaa�nwl 012 x 1/2"GALVANIZED SCALE:3"=1'-U" (C4 TYPICAL CORNER CLOSURE DETAILS OR s s SMS,3/16"-ALUM SIDE CLOSURE OPTIONS POP RIVET,OR 1/4-20— �9 1175 MACHINE BOLT 8 NUT SCALE:3"=T-0" @ 78"0 C I • K L 804 A;K,%p.E C5 CONNECTION TYPE6549 I I ."f,, z REFERENCE ANCHOR EXISTING 0 SCHEDULE FOR MAX STRUCTURE SPACING GLASS a GLASS CI CONNECTION TYPE 5-MAX MACHINE IlLi W UZI It Ill.-20 OR DOOR REFERENCE ANCHOR U OR DOOR 1. WNUT C. 5: SCHEDULE FOR MAX No S #Il-SMS 0 6"0 C Z - - Z- "2 SPACING iTyp -rop BOTT54 <- "N :) r I I --0 MIN q.It GLASS x GLAS Xur S14S 12"0 C 4PARATION -04 Ill."-20 THRU BOLT WI 4 3�W< 014 x 1/2 PER :z 3 Z 1- 0 > X 4 :kl LOCK NUT 0 12"0 C OR PA-TI- OR 3/16"0 ALUM POP TABLE a 12 x 1/2-SMS @ 12"O.0 E.S. PER E2 RIVETS ORI/4--0 . 1111180 OR 3/16"0 ALUM POP 1 ABLC 2 0 C, R I, ALUM POP RIVETS @ 12 RIVEIS@6--O.0 E.S. AND(D )R IWO ALUM,POP RIVETS N it 12'.O.C-C.S. 1/L"MAX FROM P114 MIN GLASS ASSEMBLY --5 SEPARATION AND 1/4"MAX.FROM PIN Typ-----G", -TO 13 D PER TABLE 2 WASHER(TYP) GUI E TO BUSHING E U WASHER ITYP I ASSEMBLY— 1. OL ASS X1 T� oi'�IN 1/2"TYP EX15 I 114G CONCRETE, OR DOOR It z d BLOCK OR WOOD FRAVIING .3 CONNECTION TYPE X�u 2 04 I REFERENCE ANCHOR ozi- to fi EDGE _C4 COIINEC71ON TYPE DIST SCHEDULE FOR MAX z REFERENCE MCC ANCHOR SPACING IV SCHEDULE FOR MAX SPACING AS SHOWN 114 /-C3 CONNECTION TYPE DIAGRAM ON PG 9 REFERENCE ANCHOR 5300 OR 66R lo' Is c EXISTING CONCRETE, 3 0 6 HEVULE FOR MAX, BLOCK OR WOOD FRAMING S PACft 0 ACT FASTENER 12- 1/4-MA) FROM PIN LOCATION.FRONT AND GI CONNECTION TYPE GUIDE TO BUSHING 4_ BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERCNCE ANCHOR WASHER(TYP.) WITH THIS LOCATION SCHEDULE FOR MAY. BM P114 GUIDE TO SCALE 3".1'-0" SPACNOLL::�� BUSHING WASHER A INSIDE MOUNI' SECTION -5 CONHECIIOR TYPE (TYP.) REFERENCE ANCHOR LE 3-=1'-0" EXISTING CONCRETE, SPACINGSCHEDULE FOR MAX b 9�R BLOCK OR WOOD FRAMINGEMBED 'm;w-I w'J CD BUILD OUT MOUNT SECTION TVP BOTTOM E 154 EXjSTjf4G CONCRETE, SCALE•3-.T-0** g , BLOCK.OR WOOD FRAMING r= EDGE DIST EXISTING NOTE,FOR DETAILS A.8,D.AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY HE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED WITH 1/4"GAPS PROVIDED THAT EACH SECTION HAS --05 CONNECTION TYPE A MINIMUM or TWO SETS OF ANCHORS AND ISA E SCHEDULE FOR MAX REFERENCE ANCHOR MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK 5 6 SPACING SCHEDULE FOR MAX '13 USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING ry OVER THE GAPS BETWEEN SECTIONS. 3 15 GLASS OR DOOR MIN GL ASS 13 1-v=o 1112 .1/2'SMS @0 EPARA-110 Z O: OX OR 3/16"0 AL PER tu 3 D Lt 13 POP RIVETS @ 6-0 C TA13LE 2 0- GLASS OR "N GLA OR 1/4-0 ALUM Por 2 oz. R F.(I ( z r tVETS P 12-0 C MIN GLASS X z z0z, �11111 TABLE 7 X 4 SEPARATION ID- I PER TABLE 2 X Z Z.- (DAND08 0, "wo:4 1: 0 114-20FFHII 1Z" SS MACHINE N Y .N�T @ — SCREW ASSEMBLY OCLf TYP. WASHER(TYP,} =1/4"MAX.FROM PIN OR DOOR 1/4"MM FROM P114 f jUl L I U OL15MINU 4 CONNECTION TYPE WASHER ITYP) ;EDGE1,A REFERENCE A14CHOR WASHER(TYP) EXISTING CONCRETE, DIST, SCHEDULE FOR MAX BLOCK OR WOOD , _. - SPACING AS SHOWN 2 CONNECTM TYPE EXISTING CONCRETE, 4 CONNECTION.TYPE IN DIAGRAM ON PG 9 REFERENCE AN -2339 FRAMING BLOCK OR WOOD FRAMING REFFREN,I ANCHOR OR SCHEDULE SCHEDULE FOR MAX. X 3" 11 CONT 3 CONNECTION TYPE 012 x 1/2"SMS P 12" Sp FOR MAX SPACING REFERENCE ANCHOR ACING ALT-FASTENER 061-T6 ALUM,AN(ILE 0 C OR 3/16-0 ALUM LOCATION FRONT AND EXISTING CONCRETE, 'I AY BE REVERSED '1-Z Sf HLOULE FOR MAX POP RIVETS @ 6"D.C. BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING 15 SHOWN OAS b�ALINII OR 1/4-0 ALUM POP WITH THIS LOCATION WALL MOUNr SECTION RIVETS @ 12"0 C. CEILING Z 114SIDE MOUNT SECTION ILD OUT SCALE:3-=V-0** SCALE.3-1*-0- PALL SCALE,3"-V-0- 01 HN GLASS 11 U ND L BEgNNMtn P.E' GLASS SEPARATION O 2 -I OR DOOR PER TAm C 2 13 30OH � •" Fyy W Ou ❑DORS OR F v N _*.. NDP 00465 C, In— _ C GLASS OR KN GLASS W n DDDR SEPARATION --0 �9 1- I X N w MN GLASS m w PER TABLE 2 - - "N N 3 �'•, S - E i I- SEPARATION R w RTA • pp V r FEP TABLE 2 w Q K ✓ O I V ♦- SSW i =z /1 j'11 I 3 MS �m I17 u 13 a w¢N 13 X ZOZ4 FA 9m /2 1/4"MAX FROM PIN GUIDE f J z Cl CONNECTION TYPE 4 u 1011, g 9 1 ud REFERENCE ANCHOR F_ uOT'J 7n 2B __ a n SCHEDULE FOR MAX. a W °o�w^e /N 1D BUSHING WASHER(TYP) -_ m S/ .250" w SPACING �� 3: "� / TWO 1/4"0 W000 N�ti w ^.Ih LAG SCREWS 1@ 21,'• �C4 CONNECTION TYPE �I 250" Ow 0 C MAX WITH 2" REFERENCE ANCHOR / �p THREADED PENETRATION p SCHEDULE FOR MAX w "T"INTO CENTER OF 2X STUDS / / 51`ACIhJG /o Ln M EMB "i• 14 UDSMS(BT MIOSPAN BETWEEN / IS /w STS FOR TRACT(TO i"x 4" / EXISTING HOST STRUCTURE / PLYWOOD x TUBE CONNECTION STUCCO FINISH 1'•x 1."x.125" 6063-T6 ALUM TUBE y.�E O DECOHAIIVE FLOOR TRACK DETAIL U WALL MOUNT SILL DETAIL W= THIS DETAIL T' BE USED WHEN STUD SPACING SCALE:3 1'-0" SCALE:3"=1'-0" fly K� EXCEEDS TIDE MAX,ALLOWABLE ANCHOR SPACING. 111 O Y. WALL MOUNT SECTION THIS DETAIL MAY 0 C C' ALSO BE USED z o WWW SCALE:3"=1'-D" .m. AT TOP v m g ACCORDION SHUTTER Ix w a PER PRODUCT APPROVAL h o -GLASS MN GLASS OR DOOR H = SEPARATION VI PER TABLE EXISTING WOOD IG=0.421 M APPLICABLE ATTOP X 2 TRUSS OR RAFTER AND OR BOTTOM X a (�n 24••PIAx.D.C. t-v2'T-t/2" N vOR3" E M E N EXISTING FINISII� [7 MATERIAL 1/2'MIN.- 5 6 - TO MAX FROM PIN GUIDE A x . x i/B"6063-T6 I I i � � TO BUSKING WASHER(TYP I ALUM.ANGLE wl/THREE $ Iey� —2.175" 1/4"TILE(TYP 1 1/4"m WOOD LAG I I w = 1 2"x 3'It 3e'x CONTINUOUS OR -T -- tG i I I ¢ 2'x2'x)'e"x CONTINUOUS 1 FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM THREADED _ Tt�, 3/4"PLYWOOD PEN "T"IN WOOD(d 5 G k! 0.9'MIN.THICK fi061-T6 ALUM TRACK X 1/4"m^325 GRADE THRU BOLT(ib 7"O.0 EACH RAFTER OF TRUSS, d 9 ANGLE FASTENED TO / FASTENED TO ANGLE WITH 1/4-20 E OR 5116"IB A325 GRADE.THRU BOLT @ 12"O C 24"O.0 MAX WHERE - p� EXISTLNGL FA CONCRETE "MACHINE SCREWS AT 3"FROM ENDS GAL ORSS ANGLE EXTENDS BEYOND p STING 3RULTUR CONCRETE _ AND 9.O.C.FOR THE BALANCE LAST TRUSS MORE THAI4 a;w 4 ' •5 Y�"OST STRUCTURE STH 'E 0 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO g EXISTING CONCRETE HOST 5`0 C W/1-1/4"MIN.EMB. NEXT TRUSS. LLL}}} a 9ffi 3"FROM ENDS AND 4"O.C. 2-1/2"MIN. --� STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW LBt 9"O.C.W/1-7/0" FOR BAIANCE WITH 13� MI14 EI-113. IN WOOD SO-012 TO 0.55 P-'A N CIE ! MlN EMBEDMENT AND 2 ig MAX.DESIGN LOAD AT 5'•0"MAX SPAN I 1� =i = E > t62 P.S.F. EXISTING COWCRETE, / / �L.aNIp MIN EDGE DISTANCE, HOLLOW0 CLO l7- Q WPIMIIRJNNRL�IIYWPE STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'•D'MAX SPAN: WOOD FRAMING SEE 2"r 5"x 1/B"CONT. X w Z SPACING,TYP. d:52 P.S.P. A14CHOR SCHEO ALUM ANGLE 16063-761 FJOQ 15-2339 BASED ON TYPE OF �w BUILDOUT MOUNT STRUCTURE ¢ FAC•natmR/OR, HD IMAX.DESIGN LOAD SCALE.NTS �___,� PASS THRU DETAIL TRUSS MOUNT SECTION 99 tSCALE 3"=1'-0" SCALE•3"=1'-0" EXISTING HOST ALT.LEG DIRECTION +� Ild 174R0of 2E'y� STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 718"MIN - 9 !/j�''`• EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 12"MIN FROM EDGE OF ACCORDION -ROUND WINDOW 1/2' SPACING,AND 3"MINIMUM EDGE DISTANCE EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY .I MAX (2)6063-T6 ALUMINUM - TOP OR BOTTOM ANGLES PER BEAM END,SIZE - 4' o -0 6549 '.0 312" PER SPAN TUBE SCHEDULE _-7L-: _ EMBED. I SPAN TUBE PER - DE51GN SCHEDULE � EDGE OF ACCORDION i - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 O0•. S E F" SHUTTER BLADES S 17 -e 12'O.0 OR 014 x 3/4"SMS 6'O.C.3.5 Mir i�s• 47 Ty n II 1/2"MAX. a ,//S 14�I1� 1 g E MIN -+- 3 16 ID EDGE 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLA$$ Z X t ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION I3 o`5 W Ul N w uDi MAXIMUM OF 3 WINDOWS GLASS OR w ~w PER EVERY OTHER BLADE DOOR 'x O ITj N e xau 1 LIGHT-N-VIEW WINDOW EDGEN MAX 751WQ N 8 N.T.S. EXTERIOR ELEV z p DISTANCE a G 3 16 1/-MAX.FROM PIN GUIDC 10 BUSHING WASHER 1'T YP I N �L7F p 0. ACCESS `1/4-20 MACHINE BOLT W/NUT Qw ^Ilw -1/2" HOLE 12"O.0 OR 014 is 3/4"SMS 6"O.C. In,g P 2.875'8 HOLE TO -SPAN TUBE PER RECEIVE ROUND EMBED. I DESIGN SCHEDULE WINDOW ASSEMBLY _ 1/2• _(2)6063-T6 ALUMINUM 1' $ 1AX. ANGLES PER BEM END,SIZE 6 1� PER SPAN TUBE SCHEDULE ,o 9 a c EXISTING SCHEDULE FOR REQUIRED NUMBERS Zm< STRUCTURE 1/4^ALL POINTS SOLID SET ANCHORS BLOCK 7/8'MIN m EMBED IN CONCRETE OR HOLLOW BLOCK E MINIMUM -(�(- SPACING,AND 3'MINIMUM EDGE DISTANCE � p 0.125" 0.032"-#F{ 0.125' MAX.DESIGN LOAD=f 72 PSF I o 0.032" III ri _ 3 SPAN TUBE SECTION 0.196' ' `\ 8 N.T.S. VERT SECTION /. 73 p 4Sa / \ SPAN TUBE SCHEDULE h / R I ALLOWABLE TUBE NUMBEROF NUMBER OFANCHORSPER MMIMUM ANOLE TUBE SHUTTER I 8P/W TlttilJ-0DLTB ANGLE LEN07H fi ) ROUND SIZE SPAN 9° I + I s WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM 'TOP +BOTTOM o,� 8 I ASSEMBLY TUBE I TUBE` TUBE TUBE TUBE I TUBE TUBE TUBE S 60• 123.0' I 135.? 2 2 2 3 4' 7" �i 1 ro _ 2•IBk @ i e 0.126' BB' 10.9" 9&A' 2 2 3 3 r r \ 123'--00.8' _ 86.4'_ 2_- -2- 3--_0 --7' -7' BO' 129.I' 167.0' 2 2 _2 3 4' 7' \ 08_ 114.8_ 12e.1__ 2 2 _3 3 'F T uu g 0.126' 123' 102.0' 109.81 -2• 2 4 -..4._ 10' 10' 6Rf 2 2 3 _ � T 10'60' 138.0' 108.8• 2 Z 3 J T 7" 02.875" (--(0.188' ) �9 B6' 122T 1SS.r 2 2 4 r 10' 03.250" ) 123' 116.4•_-137.6' -2 3 _ 4 - 9 10" -10" _BO' 18 8.1' 2 40.0_ 4 I) / 0.1070' 9B' 1400' Z2B.9' 2 _3 4 -�_-10' 10+�- LIGHT-NN-VIEW WINDOW \� �/ +23 iazz z13.r a a s 7 tY IAPI10011RW1IL1VrAWP8 29 N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: x % x x "ANGLES FOR 2'x5"&2"x6'BEAMS. 15-2339 2. USE 2'x5'xl/4"ANGLES FOR 2"x8"&2'XLG'BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 318. twos ofmc�l EU2 n 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITEDTO TOP BEAM SPANS. BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BELOW THE BEAM.HID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHOR$ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE OW THE BEAM. 6. LAP BEAMS DA ARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. e ANCHOR SCHEDULE: CONCRETE I11 rPEW46 91lN11RD0/PE`•'. _ 2.5'MIN EDGE DISTANCE 1! _ SPM UR TO 6'-0'• Suns Up To B'-3" o I� ANCHOR � � CONN TYPE CONN TYPE CONN TYPE x G G1 C2 C3 C4 C5 CL C2 C3 C4 CS Cl C2 C3 C4 CS 74. d 174'HW TAPCON ORELCO 43__16.0"16.0"15,0;18.0•'1610"16,0"36.4" 9.0" 13,8"16.0"16.0" 9.5" 5.5'19.5"114.5" - No P£004 ULTRACON WITH 1-3/4" 53 16.0"16.01,10.5'14,5'16,0"10,0'12,0" 7.0" 10.5"X6.0"15.0" 7.5" 4_5" 7.S' EMBED(329205 MIN GONG) -62 ib.0'56.0 8.S" Y2.5"16.0"i60" 9.5 _5.5" 8.5" I&D"iS.O" 7.5" 4.5" 7.5" 70 26.0"13.0" 7.0" 11,0" 31,5" 4.5" 7_S"`}0.5_' Qt4p �- - - - - 7 / 0 COMOIfJA TIOfg.O STATEOAct 100 19.0'" T.5" 4.D" 7.5" 10.5"15,0• 7.Y' 4,5" 7.5" 30.5"15.0" 7.5'• 4.5' _P 10:5" 2 x S ITYP. T10 COMBINATIOIr� F1j4•MILLENIUN MILtFASi 43r 26.0_16.0"15.0"16.0"X6.0"16.0"X6.0" 9,0" 13.5"16.0"16.0" 8.5" S.5' 9.6" 13.5" � OR(OWITH 1-3/4"EMBED(3275ps1 53 18.0"16.0"11.0"I5,0"16,0•'16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.S" 7.5' 9.5"MIN CONCRLTE) 62 16.4"35.0" 0.5"13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5'13_5_ 7.0" 4.5" 73" 9_S" O // C1I270 18.0"12.0" 7:0" 11.0"16,0"14.0" 7.0" d.5" 0.0" 10.5"33,5" 7.0" 4.5" 7.5" .6 �ti,¢U¢$ _ _� _ _340 13.5" 7.4" 4.5" 7.S• 9.5" i3.5_ 7,0" 4.S" XS' 9.5"X3.5"7.4" A,5" 7S" 1/4"ELCO CRETEFIliX SS4 43_16A"18.0"16.0"16,0"16.0"16"p"1G.0"13.5'16.0"16.0"16.0"12.5" 8.D" 13_0"16.0" Z,}(' PFJ WJT EMBED(3354psi MIN 53 56.0"56.0"26.0"16.0"16.0"16,0"16.0"10.0"SS,5'16.0"L6.0"ma" 6.5" 11.0"X4.0" 1 x S ITYP. .2 x S(TYp.I w ON CONC u.4,,, 4►� 62 16.0"16.0"12.5`16,0"IG,p"1G"0"32.5" 8.0" 13.0"16.0"1LE 10.0" 6-,"_5" 11.0"14.0" II��jj ��°MjJ d9d9 A:IUR11fU* 1D 18.0"16.0"30.5"16.0_'16.0"SG_0"10.5_' 7�p•' 11.5"15.0"16.0"30_O" 6.5" 11.0"14_0" 300 16.0"10.0" 6.5" Yf.O"i4"0"I6.0"30A" G,5•' 11,0"34,0"1G.8" I('t(7JiJj(IljlpY!/�/j _I'MIN EDGE DISTANCE _ __ C!Ol C2 C2 C3 CO GS CS C2 C3 C4 CS Cl C2 C3 C4 CS NOTE "S"INDICATES ANCHOR SCHEDULE SPACING ao 1/4"ITW TAPCON OR ELCO 43 15.011116.0" 7.5"18.0" 16.0"16.0"16.0" 5.0" 5,5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" SPACIPiG DIAGRAM FOR C1 & C4 CONNECTION TYPE: ULTRACOH WITH i-3/4" 53^16.0"16.0" 5.5" 6.5" 16.0..16.0"12A- 4.5" 10.0"14.5" 7.5" 10,0" -C2 CONNECTION TYPE USING PIECE © WITH OUTSIDE EMBED(3197051 MIN CONC) 62 16.0"15.5" 4:5" 5.5" I6"0"H.Cr 9_0" 4.0" 14.5"1d45" 7.5" , 10.0" ANCHORS ONLY (•` - Ca CONNECTION TYPE USING PIECE. Q8 WITH 70 36A"12.5" 4.0 5.a.16.0"15.0" T.5" 3X.0"S4.S" X51, 10.0" OUTSIDE ANCHORS DULY ______ _ _ 100.14.5" 7.5" �'�'' 10.0"14.5" 7.S' 10.0"14^_5'• 7.5" ij4•MILtENIUM MRIPAST _43 16.0"16.0"11.0'13.5"16.0"16A"13.0" 6.9_ 9.5" 16�o"Y3�0" 7.6" 4.0" G.5" 30.5" WITH 1-3J4•EMBED(327505 53 16.0"16.0" 8.0" I1.0"16.0-116.0,1 9.0'_5.0"7.5" I6A"10.5" 515" 5.5"7.5" ANCHOR NOTES: m�6 MIN CONCRETE) 62 16.0'11.5" 8.0" 9.0'" 16,0"33.5" 7.0" 4.0"G,5" 11.0"Ip.S" 5,5" 5.5" 7.5" ' a 70 16.0" 9.5" 5.5" 8.0" 16.0"12.5' S. S.S- 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOP.DETERMINING ANCHOR SPACING a2 1 $ 100 10.5" 5,5" 5.S' 7.S" 5.9" 5.5" 7.5" 10.5"5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST Be (/5 W LIMITED TO THOSE SHOWN IN TABLE 1 P 1 lyy�O.G>' n s 3"174'MIN EDGE DLSTANCE (9 )• 04 _ v I d•ALL-POINTS LID 4 tG it T5 SO SET u ANCHOR Wj 7/8•EMOED& CS C2 C3 C4 C5 GS G2 C3 G9 C5 Cl C2 C3 C9 CS 2, ANCH0 TYPE AND EDGE 0 STANC�SELECT DESIGN lOpDCGRE,gTEAR'iFIRANLOR v" 274$0 55 MACHINE SCREW 43 56.0"16,0' 8,S" lO.S'16.0"160"12.4_ 5.5" 7.5 36.0"X2„-,�5" G.5" 3.0" 5�0" 24.0" EOUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ro (3000ps1 MIN CONC) 53 16.0"15.0_' 6.5" 8.P' 16,0"16,0' 8.5•' 4.0"6.0•' 15.5'_100" 5.0" 4.0" 7.0" THAN OR EQUALTO SHUTTERS PAN. E 3.5" $.D" 4.0 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTTFICATTON OF CONNECTION TYPE. a 9.0" 4.5" 6.0" 36,0"10.5" S,S' 3.0" 4.0" 8.00' 10.0" S.D" 4.0" 7.0" 100 10.0" S.0" 4.0" 7.D" 10.0" S.p" 4.0` 7,0" 10.0" 9.0" 4.0" XO" 4. XIS NG STRUCTURE MAYBE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 5 7 I/4•ALL-POINTS SOUP-SET 3'MIN EDGE DISTANCE -^ _ BLOCK OR WOOD F(W4INS REFERENCE ANCHOR SLtIEDULE FOR PROPER g ANCHOR W/718'EMBED® C1 X13.S" C4 CS Ci C2 C3 C4 CS Cl C2 C3 C4 65 ANCHOR TYPE BASED ON TYPE OF EXCSITNG STRUGYURE ANO APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR 1DENTIFICATLON OF }J� 1/4-20 SS MACHINE SCREW 43 16.0' 6.0"16.4"Y6,0"16.0"2X.S"16.4"16.0"16.0"33.4" 7A" 11.0"55,0" CONNECTION TYPE, (3000pe1 MIN CONC) _53�16.0" 16.0"16.D"16.0"Iq,4" 8.5_ 13.5"16.0"16.0" 8.5" -5.5' 9.5" 12.0' 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE „I 62 1e.e' 6.0"16.0"26,0"Y1.0" 7A"Y3.U"10.0"16.0" 5s" 5.5" 9.5" 12.0" ONLY. 70 Y6.0" 4.0"16.q"16.0" 9.0" 6,0" 10.U"13:0"16.0" 85" 6. THE CONTRACTOR(B RESPONSIBLETO ENSURE TH£ANCHORS ARE INSTALLED 100 16.9" 9.5" 12,0"16A" 8.5" SS" 9.S' 12.0"16.0" 8.5" 5.5" 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4"POWERS 55 DROP-IN2-5/8'MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/114.20 SS DOLT AND Cl C2 C3 C4 CS CX C2 C3 C4 CS C3 Q C3 C4 6! FINISHES. 3•EMBED(30DOps1 MIM 43 16.6"16A'"14.0"16.4"16.0"16.0"14.0" 8.0" 12.5'X6.0"14,6" 7.5" 54" 8.0" 11.5" T. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 'S3 16.0"Sfi.O" 9.5" 19.01,16.0"16.0" 9.5" 6.0" 10.0"16.0"11`5" 8.0".4.0'�Y.0" B.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQVATS WOOD FRAMING 8 E 62 Y6.6"22.5" 7S" 12.0'18,6"14.5' 7.S' S.0" 8.5' SS.S"12.5" 6.0" 4.0"TA" e.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR I� X70 16.0"10.0" 6.5" 10.5"16.0 12.0" 6,p" 4.0" 7,5"19.0"111.516.0"14.0" 7.0" 8.0" SIDE CLOSURE PIECES. Q 6 ii�ao 300 11.5" 6.4" 4.0" 7.0" 8.0" I3.S' 6.4" 4.0" 7.p" 0.0" 11.5" G.0" 4.D" 7.0" &D" 8. 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"K 4"(M[a7 WOOD STUD.374' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHAD- l It d 51 a W7114-20 SS BOLT AND C1 C2 C3 CA CS Ci C2 ,C3 C4 CS CL I C7 FE3 04 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1•EMBED(3000ps1 MIN NE SCREWS SHALL HAVE MINIMUM OF 1/2•ENGAGEMENT OF THREADS IN e CONC) S. MACFII 16.0"16:Q"10.5"15.0T 16.01,16.01,ID.D"5,S" 10.5"36.0"12,0" 6.0 P.0" 7.5" 8.5° BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER gg 62 16.0"!3A" 8:0" 12.5"ib,0"iS,O" B.p" 5.6" 9"0" I2.0"12,q" 6.0" T,0" 7.5" 8,5" HEAD(SIDEWALK DOLT),U.G.N. gQ i E "� 70 16_D'T 1U.5""-7.0'' 31.01,16.0"12.5" 6.S". 4.5" 80" 9.S" 12,0" 6.0" 4,0" 7.5" 8.5" �g��•y� 9 •180-12.6"6-.6" 4.0"7.5" 8.5" 12.0" 6,D" 4.0" 7,5" 8.5" 12,0" b,0'" 4.0" 7.5" 8.5" 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. !tll!! y ____,,_,_ _ _ 2•MIN EDGE DLSTANCE ___T_ " DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, ff25M5 WJ 2•EYEWAti, CS C2 C3- C4-C5µ CS -6-1C3 C4 C5 -Ci C2 C3 C4 CS NUT OR WASHER WINGNUT. ARMOR INSERT W/2"EMBED 43 26.0"16.0"11.5"3q A"16:q'!16.0"16:0" 7.5' 10.0"16.0"16,0" 9.q" 4.5" 6.5" 13.5_ °IPO�IgttOMLEBeWmORE (TODppS MIN CONC) 53_26.0"16.0" 8.S'ii.0"i6yQ"16.Q'•_11.5'.5.S' 8.0" i6A" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED(N ANCHOR SCHEDULE, IJr_2339 62 1&0"15.0" 7.0" 9.5" 16.0"16.Q" B4O" 4.5" 6.5" 14.0"lq"0" 7.0" 3.5" S.5" 10.0" I2. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT Be USED TO g07UL - 70 16.0"12.0" 6.0" 8.0" 16.0"14.5: 7.5" CO" �6.0" 10.5 14.0" T.0` 3.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR S110 LD IMPACT DRILLS BE USED TO INSTALL Ppe pE>of3rrigMl CONCRETE SCREWS TO HOLLOW BLOCK -Foo-i4.0" 7A" 3_5" B,5" 7.0" 3,5" S.5" SO0"140"_7.0" 3.5"_5,5" 10.0" 012 SMS W/2.75"EYEWgLL ,_43 16.0"16.0"16.0"16.0"16.0"SS.p"360"10.0"1,0"16.0"1G0"11.5" 6.0' 9.5" 16.0" ARMOR INSERT Wj2S• 53 26,u"Ifi.O"IZ_6"16.U"16.0"16.0" 11.0" 5.D" 8,0" 13.6" �,� w EMBED(ZODDpS MIN CONC) 62 L6,0"16.0"9.5" 33.5"16.0"16.0"11.5 6.5" 9.5" I6.0 16.D 9.D" 5.0"_8.0" 13.0" 70 16.6"l6.0" &0" 31.5"16.0 26.0" 9,S" SS"-B,5" 14.0"16.4"9.0" 5.4" 86" 13.0" j n`1 100 16.0" 9.0" 5.0' 8.0" S.0' 8,0" 13.0" 5.0" B4O" 13,0" i�!&�F&� �@F31�Q351�� QE3➢ Q�� • E�EC�➢�� • LT��1®may - • rt EM W/1-3/4'EMBED(3000PS1 �ili,.�t�•• 1-1/4'EMBED l �,�•iilr��,i/.�i.fliri�liiJ,�y i�¢m� �c-���c�mff/!i sp�� : �RUN - VIM OON/, EMBED % �! %!�'e� i10A!!/%///%%!//% itF�%!//L��E3�%f/l�.'/!!J//r.'///!!/i: Rbyi ifi %i!//i`�iiill�,f%�i��fli ,� NEW �mmsm®mmmmrmmc�mmmmmr�mm������m a/fii/ � ilii iii ! ■/;�ii,�li.iilrr���r�ii�'rillr�rrills�iiirrlifirlliiy�rliflilri�yfia�ma�� ���c�� : , NO / l i%� �„ �� „ 1 flr�!ll.�.�iii�/�!%yyl�,�ii� � m©mm mmmc�m©a�om o %/ . � %%/.!'r////!A!%J!/�i../!///��flf/ • E� � [�lflJ/fr.F� � /,i�Sf%/,/J1�9 HEMP-dWo REM w i fii �'"': j /y�ir ilJ t rmy��Jii!lfliiilr fallii /��rr% 1 Q ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PRANK!BERNM00 P.E. `\l\111111/ OPED046549 t4�.I ;I 2"MIN EDGE DISTANCE i ^~ t Spans Uo To 6'-0" ns U To 8'-3" spans Uo To 12_0" LOAD CONN TYPE CONN TYPE CONN TYPE (( o ANCHOR (�� c1 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS = N°PL-004654 ,'12 SMS W/2'EYEWALL 43 16.0"15.0" 7.5" 9.0 16.0 ]5.5" B.5" 4.S" 6.5 15.5 8.5 4.5" .3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5,0" 7.0" 16.0"11.0" 6.0"_3.5" 5.0" 11.0^+7.013 3:S' S.0" Uf =Wo N oEMBED 62 14.0" 7.5_4.0" 6.0" 14.5" 9,0" 4.5 4.0" 7.0" /3.5' S.0" � � QQ�o p� 70 11.5" 6.6" 3.5" S.S' 12S" 7S' 3.Y. 3.5" 5.5° 3.5" 5.0" TSTATE OFWnm G ((// __._ ____ .100 3.5" 3.5S.07.D3.5" 3.5 5.0" 3.5" 5.0" /���ts•�<OgID!•,.••' v?LL$ ANCHOR SCHEDULE: WOOD (G=0.55) ''i;ANAL.EN, ,n RRII 3/4"MIN EDGE DISTANCE Spans UV To 61 Spans Uv To B'-3" gns Up io l2'-O" z o fi(0 LOAD CONN TYPE CONN TYPE CONN TYPE °m M 00 i ANCHOR (Psn CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl ' C2 C3 C4 C5 W UN srgz 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"111.5"12.5"116.0 16.0"1.6.0" 7.5" 9.0" 16.0"116.0"114.5" 4.5" 6.0" 16.0" /(��`� LL,Oyi MIN THREAD PENETRATION 53 16.0"16.0 8.5 70.0"16.0"3fi.0"18.0 fi3O" 7_0" 16.0"16.0"11.51 4,0" 5,0 16.0 II,LSI�l W W ds6 fit 16,0"1.6.0" 7.0 8_5"16.0"16;0"14.5" 5.0 6.0 16.0"16.0 11:5" 4.0"5.0_' 16.0" o III w -+111tLlltCs' 70 16_0"1601 G.0 7.5" 16.0"Sd;O"12.5 4.0 5.5 16_0" 5.0" 16.0" .1 _ _. _u. __ .- 100 16.0"11.5' 4A" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"ILS" 4.0' 5.0" 16.0" 7/1.6'WOOD BUSHING WTTH 43 16.0" 8.0" 10.0"16.0"15.5° 8.5" 4.5" 7.0" iS5"_ 8.5" 4.5" L_13'MIN EMBED 6.114-20 53 16.0"10.5" 5.5" 8.0" 16.0"11_0! 6.0" 3.S' S,5" 11.0 7.0" 3_5" 4.0" IF rn 55 MACHINE SCREW 62 14.0" 8.0" M1.5" 6.5" 14.5" 5.0" 4.5" 3.0/"�4.5" 7.D' 7.0" 3,5" 4.0" 5.0" n 12.0" 6.0 3.5" 5.5" 12.5" 7.5" 3;5" 5.5' 7.0" 3.5" 4.D".5.0" 0 100 7.0"3.5" ./ 4.0'T 5.0" 7.0" 3.5" 4.0" 5.0° 7_0" 3.5" 4.0" 5.0" 3 s14 SMS OR!14 WOOD43 16.0"16_0"12_5"14.5"16.0"16.0"16.0" 8`0" 10.0"16.0"16.0"11.5" 5.0" 7_0" 16_0 W Y tl 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"1130 v'� THREADPENETRATION 62 16.0"160'_ 7`S' 9_5" 16.0"16.0_'11.5"TV 7_0" 16_0"16.0" 9.5" 4.0" 5,5" Q1ppDppla{p0p. 70 16.0 16.0 6.5" 8.5" 16.0"16.0"10.0" 4.5" 8.0" 14.0".16.0" 9S" 4.0" 5.5" 13.0" N� o 100 16.0" 9.5" 4.0" 5.S' 13.0"16.0° 9.5" 4.0" 5.5" 1301 16.0" 9,5" 4.0" 5.5" 13.0" &"' ANCHOR SCHEDULE: WOOD (G=0.42) =m< 3/4'MIN EDGE DISTANCE ____6'-____._._._ r LOAD Spans Uv To 0" 5van s UO To B'-3" Spa�Ue 7°12'•01 7ia CONN TYPE CONN TYPE CONN TYPE ''E sG ANCHOR (PF) c1 Q C3 C4 Cr CS C2 C3 C4 CS Cl I C2 C3 I C4 I CS 1/4'LAG SCREW WITH 173/-,v 43 16.0116.9"19.0"9.0" 10.0'•16.0"16.0°16.0'• 5-5"17.0" 16.0"116,0"19.5" 3.5" 4.S' 15.0" m ^ MIN THREAD PENETRATION 53 16.0"116.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5" 3,0" 4.0" 11.0" !F 62 16.0 16.0" 5.5" 6.5" 1fi�0"16.0" 9.5" 3.5" 5.0" 15.0"15.0 7.5 3,0" 4.0" 11.0" � 3 v 70 16.0"13.5 4,5" 6.0" 16.0"16;0" 8.0 3_0" 9.0" 17.51 15.0" 7.5" 3.0 4.0" 100 15.0" 7.5" 3.0" 4_0"11:0"15.0" 7.5 3.0-1 3.0" 4.0" 11,0"150" 7.5" 3_0" 4.0" 11.01 S ry O !14 SM9 OR ill4 W000 _43 16.0"16,0" 8.5"10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5 3.5 5.0" 10.5' SCREW WRH 1-3/4'MIN 53 16.6"16.0" 6.5" 8.0" 16.0°16.0". 8,5 4.0" 5.5" 16.0"10.5" 4m 0" "0 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5 3.5" SO;; 10.5"3: 70 16_0" 9.5" 4.5" 6.0" 16:0"11.0 S_5" 3,D" 4,0100 10.5" 5.6" 2.5" 4.0 7.5" 10.5" 5.5' 2.S" 4.0" 7.5" 10.5 5.5" 2.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK W 4"MIN EDGE DISTANCE ¢ Spans USD 60"'- Spans 8' TO -3" Spans Uv To 12'•0" LOAD E o ANCHOR (160 CONN TYPE CONN TYPE CONN TYPE 421E m C1 C2 C3 C4 C5 C1 I C2 C3 � C4 CS C1 C2 I C3 I C4 I C5 ".1 5/16•ITW TAPCON%L W/ 43 16.0"16.0"16.0"16.0"L6,0"16.0"116.0"115.0"16-D"116-0116.0"16.0"15,0" 9.0"114.0"116.0" iqR' B 2-1/4'MIN.EMBED 53 16,0"16.0"16.0°16_0"16_0"16_0"1&0"11.0"36.0_16_0"16_01 12_0" 7:5_' 12.0" ®mss. 62 16_0"IG.O"14_0" I. 16;0"16;0"15.0" 9.0�'14.01 16.0"16.0' 12_0" 7,5' 12,0"+16.0" t 7D 16.0"16.0"11.5"16.0"16,0"16.0'12.5" 8.0" 12.5"16.0"16.0":12.0"15_12.0"16.0" _ 100 16.0"12,0" 7.5" 12.0"16.0"16;0°12.0" 7.5" 12.0"16.0"16_0" 21 A" 7.5" 120"16.6_' } S/16'ELCO ULTRACON W/ 43 16.0"1.0.0"110.5 14,0"16.0"16.0'10,5 6.5" 9.5"U....1I'D. .5 6.5" 9.0" [WfR01RPI1N11LIBIWOD,E 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" w m 62 16_0"1.0..0_."1_6.0" 9.0"'160 11.0 5.5 6.5 9.0" 9.0" 6.5" 15-2339 5 70 15.0" 8.0"15.0"r8:0"•15.5 9.5 5.5 7.0" 9_D" 6.5" , qa z_ 100 9.0" ,/� 5 6.5"• 9_0_-•�, ,5.5" 6.5" 9.D" 6.5" CQIIPTIyN,_1 -2°MIN EDGE DISTANCE C3 Cd" GS Cl_ CL_ C2 C3 CS *LZ EMS W/T EYEWAIL 43 18.0"16.0" 9.5" ]3.516.0"16.0"IA.O" 6.0" 8.0'• 16.0"14,5" 7.5" 3.5 5.5" US' ARMOR INSERT W(2'EMBED 53 16.0"16.0" 7.0" 9.0" L6.D"16.0' 9.5 4.5 6.5" 16.0"11.5 6.0 3.0 4.5 8.5' 62 16.0"13.0" 5.5" 7.5 16.0•'14.5" 7.5 3.5" 5.5" 12.0"1.1,5 6.0" 3.0" 4.5" 8.5" �` 70 16_0"10.5' S.0'_ 6_S'_16.0"12.5' 6.5" 3.0" 4.5 8.5" I 9 FOR ANCHOANCHOR R NOTES.SHEET IL.11 ILJI 111.5"16.0"6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"