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HomeMy WebLinkAboutProduct Approval-Shutters CIL C #�ht �, -, •i't am s "11 4 i37 :S tC �tttnkt. •_e k rset '�3��' rsa i'tF`'c-L.3 -: " ti , ,_Eh:. fi re w. d01t.M-tSf_t3f[S S BCIS Home Log In User Registration Hot Topics ; Submit Surcharge i Stats&Facts ! Publications i PBC Staff SCIS Site Map Units ' Search r • Product Approval = —+{:USER:Public User lr^�radr,*es b•4-x!F5;w�! Product Approval Menu>Product or Application Search>Application List>Application Detail e t. FL 4 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 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 Shutters Subcategory Accordion 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. 'J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.pdf FL13757 R6 COI Indeo2.pd1 FL13757 R5 COT Indea3.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 Epuiv Eouivl.pdf FL13757 R6 Eauiv Ecluiv2.pdf FL13757 R6 Eouiv Eauiv3.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 Dwnl.ridf 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.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 FL13757 R6 II Dwo2.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 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.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.odf anchorage,etc. I Created by Independent Third Party:Yes IBackl PE Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AWEEO employer.Coovriaht 2007-2013 State of Florida,::Privacy Statement::pccsselbllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 withan 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: Credit Card . Safe II II pl • 6.8 STREAMLINE SHUTTER ,,, �631D :,F,- FOR USE WITHIN AND OUTSIDE THE HVHZ ��`c �.�� GENERAL NOTES: Q�' 11. I. . 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = t4-* Na PE004654.. .•, CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - • x. • *- -" ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE - IRC).-MI5 SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH 1O I (n CE-7..'cry ASTM 51996.09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. �, STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION T W n DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �i S'S'•�ORIDA„• �, id� -- - -.-- REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE LII N ' FLORIDA BUILDING CODE SHALL BE LESS THAN OR EppQYUAL TO THE POSITIVE OR NEGATIVE DESIGN i'�N °TI ' 3. PRESSUREESTINWASPCONDUCITY ATEDEIN ALICCORDANCE WHEREIN ITRANY TAS 2 1/202/203 AND ASSEMBLY AS ASTM E1886/E1996/E330• 1111111 �(t ;�4 DESIG FPRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5IIIIIIIIIIIII I 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND 1,1 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL • O.Ni�,- z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. r PLAN VIEW 10 „ 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND /, N s x GL71 LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN, I �,- 0 w f 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE m Ip W DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR 're reED. b SEND LEADUCALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 ,, I I N 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ITEN< 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED 1N CON/UNCTION WITH THE EVALUATION REPORT SUBMIT IED FOR THE SAME a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER "� r tl 61015-23 OF THE FLORIDA ADMINISTRATIVE CODE. �... a w d 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 e VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 'Z :, �•AN S n 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL or . I 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM 2 OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND -- 1 `-""'--"- TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL - �� LOCKING MECHANISM.SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o 9 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION a $ FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 SHUTTER ELEVATION iS TAS 201 202&2dCD 3 p FLORIDA PRODUCT APPROVAL NUMBER TABLE 2: MTS. EXTERIOR ELEV D g 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. AU.BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS 2 MINIMUM TENSILE STRENGTH OF 60 K.5.I.,U.O.N.POP RIVETS SHALL BE I/4'0 OR 3/16"010.52 $ ALUM.ALLOY. P 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL Rd aI� BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a i g?I 1 1!! ; 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. Q !+ 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER :1 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONSa 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. •ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GFUIDE GRADE LEGA/_- i 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE 15 POSSIBLE. 72" 2-1/4" 1.618" 2-3/8" 1-5/8' 0.0 TABLE 1: 99" 3-112" 1-7/8" 3-5/8' 1-7/8" ppp pp TABLE 1 NOTES: 120' 4.118' 2' 4-1/4' 2' Q B-p•.i I ACCORDION SHUTTER L. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718' 2' 5' 2' Iii SHUTTER SPAN SCHEDULE'ABOVE ARE �p �-.�I MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: gspyW c SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 24_ i i' ' AT EACH RESPECTIVE SHUTTER SPAN. 2. NON•HVNAU.L:DEFINED AS LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY /TWN(L®fWW PE ' POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLORIDA, 15_2339 SHUT 11Jl DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND I i SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A KAKI • 1 i DESIGN PRESSURES FOR THE NEXT HIGHER scum •[qq (PRF) (TSF) MINIMUM SPAN OF AT LEAST 30". r SPAN SMALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72' 100 100 -- HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' B4' 70 70 ABOVE GRADE. 5. UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 111• ' 120' 53 63 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 ASITI 1, 144' 43 40 _.... _,_ _ f. 51996.09. - • • ,`Itl lrl„I//// IFANKL BEI✓•1APW,P.E1 \� L. •/'ETW165/9 :j'-FN • PROJECTION VARIES 2.874' / 4.874•MAX. " .. L•., '2. , 1-0.115• 1-` -• k.-I ..• S•., +:i.l 9P f i NOP eP - Y•_- 0.062 0.450" 0 0.000' = :' E004p5q� T - -0.lzs" 1:708 -0.100' I-1.830" I 0.062" :I) • * {O- j 1,708" 0.100' N >r -� 1 0.060' 0.06 -O :. * - m n 0.195' 'a 2.820• 'T 37AT. _ o r 0.195" 0.096• L O.OGO" 0.070' 0.060' 1 1 -{ y� ((�' COF •'+ � .... r- -IF 'J--T- 0.125'1 -I-7 ,1 0.630" -� 0.630" I f 0.062" Il 1.993" I I 1.9pB��, / OR1DA 4 F m r{ . 0.630• I: 0.062' 0.630• 0.062° •. 11..069" 4fir1I I-1- L 0.143' I __OO 07Ng.... G i�'5 d �.: J_L^� " -1 1 10.971" }0.971" I I /y/7 �` ttl� ¢N� S� .,,..fff(('"'YY1jj�����--"'-- 1 0.143' -U-r-U^ 3/I I tt1 I�f jO.n60' O.OG/ 11`.070' m _ V• 0062•' ` 00• 006:" -I ° Iu IIttt02�(�. 14I<INT6 albG 45"M' -✓SUPPORT LEG OPTIONAL .069'4 p,o629' T-1.069" +0.062�T00" WW M9t+ 5.745'MAX. �; --5.745"MAX. wig Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK `. STREAMLINE WALL TRACK \✓HEAVY HEADER/SILL O LITE HEADER/SILL_ I J o W dT SCALE:HALF SIZE v SCALE:HALF SIZE SCALE:HALF SIZE. / SCALE:HALF SIZE `✓ SCALE:HALF SIZE SCALE:HALF SIZE (II W iWHERE SHOWN,SCREW BOSSES ry dd S FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS -°0.874•j- 2.655" 0.875• �y6 5" }-2.195" �j I f-2,195" } 1.230"-• tli. I I IL w 4 I' 1.229" I f 0.105" 0.060' 5a ,,P��vC... Ir'I,.. :: rc� of IC L1 °y :1 ,: - � , , 1,u II 7O I • 2.362"1 N � o �p1p5'� � I� m � :�___. �0831n 'n I_ °- ^' ^ n :.3.i--I- Ios1 1 o.o7s• 0Itr2 , I o.07s• .��+ ry t - -...-==.-7-.2-='.-7.-::: t __.,L..-. ._I_�I I 4.510' 1L_ j -- 0.994"� o I •I ..-� 0 07 ' NOTE:TESTED THICKNESS OF 0.781"4 1 --4.510" I �---3.506"� BARE METAL W/O PAINT IS 0.039' m 7 SILL B SILL ADAPTER g EXTENDED SILL 1p EXTENDED SILL ADAPTOR 11 SCALE.HALF SIZE ILL BOTTOM 13 SCALETREAMHALF S NE SLAT/BLADC Ezioti 15- H SCALE.HALF SIZE O SCALE:HALF SIZE O SCALE:HALF SIZE SCALE:HALF SIZE S 0.080' D 4n 1.570°- -1-1.0,510,, - "ea _0.590" 0.341' 0.245" 0.143" 0.143"1I- 1.708" .O6 '� 0.070' 11.0_.4.1.1 1.708' 0.143' 0.096" ..-7- 1T-1.•. 0.060' g� r •0.115" 1.- ( 0.080 -1 0.117' a 11��ii o 4.753• I�� gQ QQQP 1 d 0.090"-4 _ e y y a.s1o• { _ H loo Teo" _ i 0.050 �11 I I p.aep•I i thi 0.682' I r 0.630• 0.060"l 1 ;' I L FZ 0.044" 0.227' .t �1 JJJ I I 0.693" •-!�:� 15-2339 ` NOTE:THICKNESS OF BARE 2.822" I--1.625",-.l (--}'0.420" scAus . I - 5W METAL W/0 PAINT IS 0.039" 1569.4BIMYEIRMIt 15 6.8 STREAMLINE STACK 0 RADIUS CEILING HEADER/SILL 0 6.6 STARTER 0 WALL SILL CLIP ESI..). WALL SILL A SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE • 9'9 _ / • ' FRANK L OENII P E_ 1`I 11111 111//j IP®916549 .,.-,'F�. E-1.950" s<c K_ -0.125" 0.610" STAINLESS STEEL INYLON WASHER OR `� N LI ri,I J4,��� 0' IA 0, ill! ALUMINUM ��• '� Ji_II{ SS.3 0LY T ! •-+0.357• 111- P 0.320"0 HOLE 0.50" * NO F'. o N l= �I�illl- 0.276"-1 b: PFOOq • V O o= -1710 x 2-3/4"410 HT S.S, I _p ., ';13 3 § 0.880" NYLON 1 O v ��r a INSERTS SCREW W/TC ULTRACOTE �-• 0.591" >{ 8 ri 0.05 I WHEEL 1 O r0.120INTO COATING 0.062" ST N yyN = 1 - 1.100'{ 0.240" �I -.„---1- TRACK (7YP TOP BOTTOM) �s••TY g7j_OF :-- yl Pfs B x 3 I 0.750' NYLON BUSHING W/WASHER: -1---G I -).'•':°?IOA WC's$$ $ TYP.AT EVERY OTHER O.B70't' 7/16"0 x 1/2'@I INTERIOR JOINT TOP 0.154'4 I-0.137' rrroN ••••1•.\� l')3 IL pE 1 1---------5*MAX. I INSIDE JOINT ATTOP. 7/16"0x1"�INTERIORJOINT BOTTOM rlA- ENG ,ol11 E14 ---- - - -_-------" -- CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR J F 1I I I I I I I11 W 0 X 19 ANGLE HOUSING-ZINCDICAST,POWDER COATED Z1:1-E1 a �7 22 ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL (FD BOX CENTER INSERT (� day ii SCALE.SCALE HALF SIZE NOTE: MAYBE KEY OPERATED OUTSIDE Q 9 �t SCALE+HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE W p� Fi OR KEY/THUMB TURN OPERATED INSIDE. p ry _ t-}0.250" L3 BRASS PUSH LOCK ; ° ws SCALE:HALF SIZE lr� e� 110.155" 1.976" 2.125• til -1.742' 7 0.236' - 0.286" 1.608" - 4.000' _ 0.267' R 80.500• 0.500" • 0.623' --1.710' -1.224"- ri 0.790" 0.090" 0.319" '11 0.531' 0.531"4 f: I R m :26: n K 0.064" m -t ��� o i 0.2 ' •R' .y 0607" 'I 0607 0224" - f'II 1-2.750"--1 L-2.000"-_-'T 1.758"-I I-1 I°' I I .."' _L. _ d 1� RAINGUARD DECORATIVE FLOOR TRACK 3.476" 8' 111 //��I�� 27 ZS 0.160' 0.240- CZ'3°a SCALE-HALF SIZE SCALE HALF SIZE 1.001 10.062"0,062• 0.222"-1 t 0.062" 1--0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER y ,SCALE:HALF SIZE SCALE HALF SIZE SCALE•HALF SIZE •$rljSg -11-0.062' ogI 5.500'x 13/16'WIDE- }--t 0.400• 6C'A 1 r 7' 7/lfi"t�1 STEEL NUT (\ /1 itL STEEL NUT R vT _ RN •- - -T--�•-_-J 30 m e �° n 0.125• ry I. 0131i" 0.438" .. 0.188" 5/16-1881 MACHINE SCREW .-- �coa 1 -1-_ TYP. 5/16 INTERNAL STAINLESS STEEL r q 10.121' �p^�I { }0.689' POWDER COATED,ZINC 01E-CAST THREAD 1:-.,, �_ 1.050'41 a f !i 4.500' _ HEAD STYLE VARIES SECTION A 0.T-LOCK ADAPTER T-SCREW INSERT THUMB SCREW p 36 0 0 a i:$ (p�q �fW OFLTA MODEL 002'1 O SCALE•FULL SIZE SCALE'FULL SIZE Ill)40b 12 Tt2O¢ INDUSTRIAL SYSTEMS (OPTIONAL) � $ j`jr0.254' 3j BOX LOCK SCALE:HALF SIZE 0.319 FNI) STRIP 1" l,�d4iP 8, SCALES HALF SIZE f---•2.000" - nI---1.625"-I }-1.500'--} U.125'1= 4Y0.125'SCALE: HALF SIZE ligg'illa - '-0.050" -0.0937) B0.125" 13� p � T J • ®� ��lt�Si, p y 0.085' o o --0.125' CWINORNWKLNS 0DPE 0.250'-' -o ry $--0,093' "I 15-2339 0-085' ri i 1 • l PAa$p .AC[pl7CIUPNQ11 7.000• ---� 70 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 10 2"x3"x0.125" ANGLE li ,. 39 2X7 ANGLE SCALE'HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE - SCALE•HALF SIZE __ __ • \)1 J+NIK1.BENNMDO P.E, • ANY ANCHOR PER ANCHOR EDGE DIST. \ • /, SCHEDULE @ 18"O.C. EXISTING DIST. `` x •"1'7..'a� GLAZING ' PA I 1 SEE END STRIFE'v_ SCHEDULEFOR'PMX No'E004• -1 — A ANGLE EMBED-- 14 SPAN W HEN US}AG:, yt._ 01f 20,40a=(41'e0c. W �� 8� (INTERIOR) LEG D RECTION r /,/iT 1/4• OR 6.6 START�� '7 yNy �C EMBED' O.0 0 - 17 - • __ _(MAX. WITH 23 OR 2S'Q E D ..O .Y �1 MIN.0.062"THICK 6063-T6 ALUM. -�. �'/1//‘)/6:/a. .n.'-.1 . li•' ei C°.7�. ANGLE 1"x I"MIN.TO 2"x 5"MAX. S� _ I - 21® ///s/ 514 ii EDGF� -� —� (ANGLE LEG MAY BE REVERSED) !_ - 1 (F(AJ)STEN ANGLE TO TRACK W/ ///i Uj= y -�J —� ANY ANCHOR PER ANCHOR M �I (20RNER,TOP SCREWS BOTTOM;AND Q DIET. �� —���—��``J��% SCHEDULE @ 18"O.C. ATTACH TO 6.8 STARTER W/ id at ® ', MOW v 73 13 Al2 x 1/2'GALVANIZED OR S.S.EMS, #12 X 1/2"GALVANIZED OR Z t 3` SIS.SMS 3/16"0 ALUM.POP W p ��ql J MACHINE3/16•0 ALUM.POP RIVET,0R D.C. RIVET Ofi 1/4-20 MACHINE �S PP_ 6.80"ITYP.I I USE(1)BRASS PUSH LOCK OR(1) BOLT R NUT @ 18° .c. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. r (EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 S I AR I'ER AND ANGLE _ N a�1 v INSERT(37J AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ irk_ k o tWWy •• FROM BO MOF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES- .F�J' 0 O w TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PIP SPAN SCALE 3" 1'-0" 1"HEIGHT. 1.010(2.77 762 10a_ —� • N �D 82 N4- 112 60" USE III BRASS PUSH LOCK -- 132 76" OR 11)5/16-16 THUMB LOCKING DETAILS FOR 2'BM(0,7") 82 05" SEE END STRIP SCREW 0 THREADED CENTER MATES @ 72 88" II SCHEDULE FOR MAX. W{}'1 t!), A INSERT 37 AT 1/3 SPAN 6 TO 2/3 AN FROM .__ SHOWN ON RANDOM 2 �" SPAN WHEN USING SSzz 85 BOTTOM OF SHUTTER. go x 13 DETAILS 3"010(4.7°) 62 66" 20,40a,40b OR 40c, hqd rn RECEIVING HOLE SHALL BE 3/0"MAX WIDTH.UP TO ® QQ2 4" $fAig 1/4" OR 6.8 STARTER N ;g{ M 1"HEIGHT. i� ®, ALT.1.E!O __IR_ 1D" 0 Ri g,'I _ AX. WITH 21 OR 25. pa H g m \. ', /./ za 112 9851" /� USE APPROPRIATE g Z `\\ V1Y-00 U �1I -" id 132 75' 1+0 PflOVIUSTARTEC CLOSURCf0r� .... 1.5'x3" 62 @i" �_ ,III mai • TRiP 10 FOR Q ® __ • 45 93' n0.093" 57 03' .. �I BUILDING CONDI0UN5. • 3 ' 'I ® O 60 81' c7 zl 84 W. FASTEN STARTER STRIP (INSIDE) r E 1 It 113 y R TO TRACK T (M N10x1" m SCREWS AT CORNER.TOP S BOTTOM I xp.1jg- 45 12E9 ALTERNATE END STRIP DETAIL r 67 ,23" SCALE 3"=1'-O" ANY TRACK W/SCREW �E4 4 13 NFw '?.13'i. za 64 '19 BOSSES. 4 • 70 111' F z a ce 73 100" 2 IIi' SILLFUR GREATER SPANSOR LOADS THAN SHOWN IN ENDSTRIPSCNEDUIE,ENDSTRIPS REQUIREA I'%I".090"CUP ANGLE MIDSPANUSINGA%YANUIOAONTIIE EXISTING GLASS ANCIIO5 SCIEWIEa 114U/4'TE%? 13 SCAM OR I/<-IS 60LTTO ENO SRUP. ----- iR�o{ oq�+q- a ;�--' v � o, USE T(11 BRASS PUSH LOCK U G It 60 K 110 • _ ul-w INSIDE USE 111 BRASS PUSH LOCK a 14 SC E 5/160 7Hl1MB (INSIDE) OR Ill 5/16-1B THUMB 13 Rin SCREW I O THREADED SCREW I O THREADED �F, 30 I- a, INSERT 37 AT 1/3 SPAN SILL y 10[401i.:+1 INSERT yp7 AT 1/3 SPAN '� / tag TO 2/3 AN FROM 1 Yg TO 2/3 STAN FROM E L4 a BOTTOM OF SHUTTER i BOTTOM OF SHUTTER t1 (OUTSIDE) RECEIVING HOLE SHALL BE �''e. (p� 3/6"MAX WIDTH,UP T� '-� ' �y� d 1"HEIGHT. 3 _� ti— Hi /mummilimimmimi II TYPICAL OUTSIDE CORNER CLOSURE I� J` ���� a ® DETAILS WO/CORNER POST ay ��' ���� � '—� - �R NTS „,J ND '_r� I CO lORimORWi LIOMVOOPd • ��® 31 ��' ®® (OUTSIDE) 15-2339 1 • SIL I. ME USE Ill BOX LOCK AT 1/3 ►AAE1l RUrF101E- 1- SPAIN TO 2/3 SPAN FROM • BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE b� • I¶� ® DETAILS WO/CORNER POST E)g� MULTIPLE SHUTTER ASSEMBLY R NTS 1110. SCALE.3`=1'-0" 71... • 1 1 .. FRANK L 6ENN RO,P.C� • CI CONNECTION TYPE I�q"PR4Y1/// ,t,l`t REFERENCE ANCHOR EXISTING 11057 V _ 1//, SCHEDULE FOR MAX. STRUCTURE44 SPACING �• I i T4:'- NI,• 7 „— — . CI CONNECTION TYPE,r. JI 7' MAX. ,� I/4-20 MACHINE BOLT ti ,` \ REFERENCE ANCHOR r1/Y W/NUT CD 12 O C OR • '40 I„• ,, 01 . /:,. \ SCHEDULE FOR 14AX/I, "-"•- .y. /2 4114 5M5(a 6"0 C .. [ • _ SPACING �. I r1,2� 1TYP"TOP 8 BOT TOM) -�;•• •oyN 1 l4' 2 FASTENERS ALUM. TUBE / \ jf 3- ALLOi •••EACH ANGLE- SEETLEAR 512E. A �. 80R 66 J • Jr_ Z `i/�ISL'� IYi� �,;�'•' ALTERNATE THRU BOLT /J 0 j //1 r 11 1T, .e;1 l"n:l -i 1 x 2"x 1/8" I/ Cl CONNECTION TYPE Cl 0 I �V� " OR 2"x 2"x 1/B" I/ ® REFERENCE ANCHOR yy PT••1 GLASS w p r rn(1�p,i�¢ a. ALUM.ANGLE ---1,-,----111 SCHF.Dl11.E FOR t•IAX f7 SER TABLE 2 13 kin' N-. ZX•vq. "WI ® Ir II.. I, I SPACING PER TABLED /10 jdz� 1¢N ici1 THREE 3/16"B ALUM. Mill I E 11I GLASS 7.t.•T WW• POP RIVETS OR mi ��A I p I OR DOOR—II --i v4w a 4 $~ THREE 412 SMS,TYP. C....... u r.'A t- � • • J9,' 3/16'"m ALUM POP .:.1I I ,4�T�\ `� 4=w �'�i (')E"1 W IT RIVET OR H12 SMS f ElH7F IliRE 18"O.C.(TYP 1 .I'-:-..._- — -- z TABLEA(cc7 — q7f (]BR nR w= PRESSURE VS ALLOWABLELENGTN '4... .141•171--- IW7N ��&- \U0 JN ryl� MAY USE MALE OR - p- \ yf rtrgilv/B' 3.213P-11/01.6" FEMALE LOCK-SLAT w O PSF Na&IO ___ �i 13 ALTERNATE THP.0 BOLT �• "- .M II •� 1/4" FROM PIN 61 170' 18B' CS CONNECTION TYPE CI CONNECTION TYPE IL' r GUIDE MAXA BUSHING P r Tom-- • WASHER(TYP.) to 71 ]24• 179' ® TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR � 'I I\ � A _ - SCHEDULE FOR MAX SCHEDULE FOR MAX ri,.........,3;\ _ \I 19 B2 119• 172'. NTS SPACING 92 114' 165' 14 x3/a"SMS(nl 9"O C =1- 1 p 102 110' 160'_J '' ANGLE TO TUBE CONNECTION o,fl 120 104' 147 EXISTING HOST 2"x 2"x 125-- O 150 9T 131• TABLE B(col) EMBED. 6063-T6 ALUM TUBE y p STRUCTURE C5 CONNECTION TYPE 'S -� 00' 114' PRESSURE VS ALLOWABLE 3•CfH--Jg^ EDGE DISTANCE REFERENCE ANCHOR § $YY PSF W q'O RITZ 1ryp ^� SCHEDULE FOR MAX • E {�y�gj • SPACING ;{(p 51 111' 166• FASTENER(al 18"O C. / / MOUNT Sr 72 107' 1ST— (USE ANY ANCHOR SHOWN Db ALTERNATE BUILD OUT SECTION 82 101' MT IN ANCHOR SCHEDULE) SCALE 3"=1'-0" 92 95' 139' L °1 102 9W 131° \ V�I ‘p /I' L ' ooC M 120 83' I2T \ tlryI \-cam �/ / / S Et ry 150 741.100 64' 0999' \ >\ /!1// w u r�n II/-20"90x"26.0:3-1-6 "x 2"x =0 3/16 RIVET OR 1412 SMS J 090"6063-T6 • I• SN GLASS t3 =O (11 IB"D.C. OR 1/4-2I4 ALUM TUBE TYP �, PER TABLE 0 z N a ; .i 1 NUI &BOLT(TYP,). 3/16"m ALU11.POP LA a O GLASS 2 I u xcm i. ALUM. TUBE " RIVET.OR#12 SMS • Ya • OR DOOR III a oa.i- ' gQw roti tt (611B"OC (TYP.) EgicT IIIIIj E NII. •+��OCv� 6063-76 ALLOY 2"x 5"x 1/B" d { SEE TABLE B FOR SIZE. 2 FASTENERS x CONTINUOUS 11' a IE EACH ANGLE ALUMINUM ANGLE 61 5�6>�& . r x 2"v 093•'6063-T6 " I OPTIONAL ANGLE ,INSIDE, --! © qgq !RS °,.,,� THREE 3/16"m ALUM ORIENTATION TYP. — 17 _ W "`���®6 ,.epI ALUM.ANGLE.TYP I 1T G@5Y5Y o POP RIVETS OR THREE 1112 SMS,TYP — w D � �q. • 19 �` 1"x 2'•x 1/0" — \ �� 4 CONNECTION TYPE i fP _¢ OR 2"x 2"x 1/B" �— \ REFERENCE ANCHOR �¢�qp �'•�8 • ® ALUM.ANGLE `-U`'"- SCHEDULE FOR MAX �Rp �� —USE MALE OR FEMALE ... SPACING 0x•040B1NWIRLIBIMOPE wEXISTING CONCRETE. 1, LOCK-SLAT ' ® OD BLOCK OR WOOD FRAMING �..15-23391 (OUTSIDE) EE INSIDE SILL MOUNT SECTION '"°`°�Q'°Q't 1412 x 1/2"GALVANIZED SCALE:3' I.-0"' OR 5 S.SMS,3/16"0 ALUM SIDE CLOSURE OPTIONS TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR I/4-20 HTS MACHINE BOLT 8 NUT SCALE:3"=T-0" 11 (a 10"O.0 - _ _ / -= • • • • • FRANK L.BEHHAR001 P.E., • C5 CONNECTION TYPE T t1F,/{ • REFERENCE ANCHOR EXISTING .� SCHEDULE FOR MAX STRUCTURE s'. 1.-•••P' l.., '� Z • IT SPACING (' S'"MAX `q.....'' �i ti 't� h1^ GLASS , w Cl CONNECTION TYPE ' 1/4-20 MACHINE BOLY .• ^. �W/NUT @ 12"O.0 0224; GLASS w�=, REFERENCE ANCHOR No--•..:. . OR UUOR 71 u> OR DOOR---• r L.,1;0 SCHEDULE FOR MAX._G r 19 / 014 SMS @ 6"0 C•:-.6. - _ -a Z r N x O SPACING - I/2•• / ITYP TOP&ROTTEN- • 1i- I I°N * :- MIN ® X W R W C1A55 N H O m J/2" - �'j3 L Z Hu(..; Q' N w J EPARATION - W L'1 1/4"-20 THRU BOLT W/ GLASS . a=cc m H14,x 1/2"SMS(i3 12"0 C PER X w.d r t0 • N J 5 OR 6 DR ^• I, - --;,...W.. O'h•''. ITN', •1 wri'M '.,. EPARATIO LOCK NUT @ 12"0 C OR PER E r r UR.3/16"0 ALUM POP TABLE 2 = O n w O OR 6 �i '1 r t4 • 112 x 1/2'SNS @ 12"0.0 E.S. ti RIVETS @ G"O.0 OR T//."0 m ' 1 //,, ss'O�It i,. ' TABLE w ALUM POP RIVETS @ 12-O C. I r mil I OR 3/16"0 ALUM POP 7 - //� ' RIVETS @ 6" RIVETS E.S. -'IA 11 AND 3O •Ig. 1R 1/4'•m ALUM.POP r� ,- - I �1 1/4"MAX FROM PIN MN GLASS ,..h1 / 1 fe(316141! B 12"O.C.E.S. ---- �' I I/4"MAX.FROhI PIN ASSEMBLY .1 _ _ GUIDE TO BUSHING SEPARATION I ® r _ �m18gc��IU GUIDE TU BUSHINGV �1/Z"TYP. PER TABLE2 r iO AND 10 Ii,., w ,- WASHERITYPII 7w="' N9RR-n G G, WASHER ITYPI �', GLASS 1 ,..16.6.1:',,'l ,rZum i'HW ASSEMBLY " 'II�1' m -- II� 11IIrr t7O04 I / yll '111/2"TYP EXISTING CONCRETE. w li 3 CONNECTION TYPE OR DOOR—11 X w p Z r- ' ! y 1..1 BLOCK OR WOOD FRAMING REFERENCE ANC110R u Q a /` N 5 w Ih'�II FIFO i E SCHEDULE POR FIAX 8•'ou n 117 O W d w �!� .�,� -CA CONNECTION TYPE 1 SPACING _ i 4'1' /�, tiD //��'� REFERENCE ANCHOR . SCHEDULE FOR MAX. 1��1 ��A SPACING AS SHOWN X11^ ry 1e x, •-C3 CONNECTION TYPE IIJ DIAGRAM ON PG.9 Orr OR 6 OR G le --JJJ REFERENCE ANCHOR EXISTING CONCRETE. O / O R ° ' • _, N SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PRl TSPACING ALT FASTENER CI CONNECTION TYPE /2 GUIDE TO BUSHING //I I . �\ I LSFAN] LOCATION.FRONT ANOK ORS NOT RELIT 0 INSIDE MOUNT SEC'1ION REFERENCE ANCHOR •/ - ,1/2" WASHER(TYP.). W.� • Y P/ - l I/4"MAX FROFI 1r/ITH THIS LOCATION SCHEDULE FOR MAX // 19 p SCALE:3"c 1'-0" SPACING .5 CONNECTION FY- !al $ PIN GUIDE TO I r a BUSHING WASHER O INSIDE MOUNT SECTION �� REFERENCE ANCHOR w a#Q m A SCHEDULE FOR MAX 5ce p m (TYP.) SCALE:3"=1'-0" EXISTING CONCRETE, SPACING 'DA rY BLOCK OR WOOD FRAMI EMBED / CD BUILD OUT MOUNT SECTION Z• �< �_ J i --- TYP BOTTOM EXISTING CONCRETE, SCALE•3"=V-0" E 13 y BLOCK.OR WOOD FRAMING E 7 EDGE DIST EXISTING • g NOTE:FOR DETAILS A.B.0,AND E ON THIS SHEET. //T, - 4 COIJNfC11UI•I TYPE STRUCTURE E 5 s THE BASE TRACK MAY BE INSTALLED IN SECTIONS / �� REFERENCE ANCHOR • EMBED 5 CONNECTION TYPE ✓ WITH 1/4^GAPS.PROVIDED THAT EACH SECTION HAS m SCHEDULE FOR MAX REFERENCE ANCHOR I A MINIMUM OF TWO SETS OF ANCHORS AND IS A W , E01141:4, SPHCING �r SCHEUl1LF.FOR MAX F1�� - p MINIMUM OF 12"LONG.THERSILL OP.CEILING TRACK .,.... ��' /�� SPACING f1M Ti USED WITH THE BASE TRACK MUST BE CONTINUOUS `*/ �' ` , Ti OVER THE GAPS BETWEEN SECTIONS. NI ^ w a(11/2' ()2R® �'' IX W L.w w o �� [II U Ge JI_ MAI OR DOOR OL ASSMIN I•Ii ® F =o J a �K�l9 GLASS fJ 12 r.1/2"SMS fp 12" EPARATIO O N lo 0 0 6 w '- O.C.OR 3/16"0 ALUM. PER w u m Iw 2 0 777 xI r rtI q d 1:" R.3.- (12) ,wa� PUP RIVETS @ 6"O.0 TABLE.2 • X.OZII" GLASS OR+L ti N,OLA ,• 13 NiZ�� �i SIGU� �@ 1- x D OR 1/4'-0 ALUM:POP q 14 a DOOR P RA t 5:7;e4 id ® x=��_ RIVETS@12"OC. �N PER TABLE2 / Xw¢ZF ��� ww T 00 WN GLASS r`- m 4 �i SEPARATION _ D N !�� - U.- w a gqk o PER TABLE2 Xwa a~ UAND® -'� I'•- ,I III. �' - aN 1/4-10 5.5.MACHINE q 0 1/4"MAX FROM PIN I F n ASSEMBLv 1/2" GUIOF TO BUSHING _ 'r �� ,y SCREW A NUT @ II S'A Lai/2y .Q�TYP. WASHER(TYP.) u r • _ a J ` / p 1/L"MAX FROM PIIJ C 12"OC• GLASS y_'. 11^'y �r 1/4"MAX.FROM PIF! m raw, III�i w o - �_..-._- __ � 77tt OR DDDR 1 J K- w /.. '4 CONNECTION TYPE 1/2" 4 GUIDE TO BUSHING •A g GUIDE I U BUSHING ` r 11 O WASHER ITYP) kiln l 1 a REFERENCE ANCHOR WASHER ITYP 1 EDGE .T.:1 > O 6 EXIST TNG CONCRETE. ���'��� SCHEDULE FOR MAX / 04000IRFP-233 HBOPE• N X inSPACING AS SHOWN 2 CONNECTION! TYPE BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 ��� FRAMING BLOCK UH WUUU FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. QCALC. - yy�-,� OR SCHEDULE FOR MAX SPACING P0CI BU IF110NI " "x 3"x 1/4"CONT - 3 CONNECTION TYPE 4012 x 1/2"SMS @ 12" SPACING ALT.FASTENER EXISTING CONCRETE, 063-T6 ALUM.ANGLE / .. /' REFERENCE ANCHOR 0 C.OR 3/16"0 ALUM. LOCATION FRONT AND •IAS BE REVERSED SCHEDULE FOR MAX POP RIVETS @ 6"D.C. BACK ANCHORS NOT REDO BLOCK OR WOOD FRAMING 1S SHOWN DASHED) immiig SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION - 719 @ 12"OC. CEILING / INSIDE MOUNT SECTION O WALL MOUNT SECTION RIVETS O 0 WALL/BUILD OUT SCALE:3"=1'-0" SCALE,3"=1'_0" SECTION r0 - SCALE.3"=r-0" J • • MN GLASS I�MMK L BGNNMDO,P.EI 1111 ga 1444 ;47!;11 GLASS SEPARATION 00_' ....1,......'r :, OR DOOR I PER TABLE.2 ®o _ �Q' 1.Fyy t�•y�/��.�' If w v= GL ASS OR ,R • .V•L• J TL DOOR No d�� Y F u Z% : F0465 • '•? X w 4 DUORS OR FIN GLASS -u ] Or _I Xyw!N a • • '• ly" PERARATION ABLE2 - T PN � ' ,I Q= - MN GLASS { m w STA7ts E r,-,2 SEPARATION R m ••••:'.40r p e op VPER TABLE L. r w J Q C w N s 'COLI (� V - - ( i. � 'x - • � _"�,a:',3 //,DNA v- N N Zw O •. •• /tt 1111 RW= 1 16.,.,. ` • v°x � row ,>Viv I ex Q waN X "-N L74 ka� s V m { 1 y ` ® g J'Z C1 CONNECTION TYPE ® s .o V 1:19411 g 4 j11 -�=J_ r/2" Q 1/4"MAX FROM PIN GUIDE REFERENCE ANCHOR S_ uQ W vN J KKK{{{ by I'' Q;;/- SCHEDULE FOR MAX. a "W. '�W jtS 1 O BUSHING WASHER ITYP 1 [�� SPACING — \ Q✓! t T��"P-` 1 IIl .., TWO 1,/."0 WOOD 'r 250'• 1 �- .' - U1 d w i11 / � ;I—��r� 25D=' ltih g LAG SCREWS 21" h C4 CONNECTION TYPE u 0,C MAX WITH 2" 1 REFERENCE ANCHOR p THREADED PENETRATION SCHEDULE FOR MAX, "7"INTO CENTER OF 2X STUDS /i t 4 SPACING 4.1 H t i= IO EMB."7. 14 SMS CO MIOSPAN BETWEEN / op: 11.0 N STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE r` PLYWOOD A TUBE CONNECTION / r • STUCCO FINISH 6'06'3'174 '•x t•"x.125" 6063-T6 ALUM.TUBE (nl B (,DECORA'IIVt FLOOR TRACK DETAIL �J WALL MOUNT SILL DETAIL t yd THIS DETAIL TD BE USED WHEN STUD SPACING �� SCALE:3"=1'-0'• • v SCALE:3"=1'-0" 5I B 0X10005 THE MAX,ALLOWABLE ANCHOR SPACING. y F IE N O WALL MOUNT SECTION THIS DETAIL MAY Eh 1 R o ALSO BE USED a WWWWWW T SCALE:3"=7'-D" m< AT TOP v • m ACCORDION SHUTTER w . cc g, PER PRODUCT APPROVAL I- o -GLASS12 6 MN.GLASS OR DOOR H V-1 = iO SEPARATION 13 7 in • E� t N I PER TABLE 2 0 0 EXISTING WOOD(0=0.421 `/ N APPLICABLE AT TOP Z Z TRUSS OR RAFTER X Q X Q LO 24"MAX.U.C. 1-1/2'1-1�2" 2 AND/OR BOTTOM Q a Q a . 2"OR 3" i % w £ 0 MATERIAL FINISH \ 1/2"MIN.- "+Jn, •'ll 2s ,�I 1/4" SHI FROM FIN GUIDE 2"x 5"x 1/B"60fi3-T6 II w '• TDBUSIIIMGWASrIERITYP) ALUM.ANGLE V!/THREE /f_/ i0 qRS 2"x3'x3p'%CONTINUOUS OR -{- - • 2.175' �r! ` 1/4"TILE(TSP1 1/4 UMOTOD LAG 11655,F READED ,`II II14_'_� W �II4 2'%2'x IVx CONTINUOUS I 7 I j"""°""�"�"�C° FINISH MA7FRIALSCREWS WITH 2-3/4' PAO ,IA 2 i 6061T6 ALUMINUM ANGLE „•, .••,)).� •••••�••••••••••••••:•�::::” PLYWOOD - i 2 u ��°° tit'" 3/4' EACH PENETR. T"IN WOOD(� i� 0.0'MIN.THICK 6061-T6 ALUM TRACK °������ —1/4"0 A325 GRADE THRU BOLT CO 7"0.1 EACH RAFTER OF TRUSS. I 54-3 - ©O L.big. 9 ANGLE FASTENED TO / FASTENED TO ANGLE WITH 1/4-20 P OR 5/16-0 A325 GRADE 7HRU BOLT[^7 12-0 C 24"0.0 MAX WHERE EXISTING 3 KSI CONCRETE •- , 4, MACHINE SCREWS AT 3°FROM ENDS GAL V.OR S.5 ANGLE EXTENDS BEYOND HOST STRUCTURE Wim AND 9"O.C.FOR THE BALANCE TRUSS MORE THAN n w i6 �— 1/4"5 ELCO ULTRACON TO CONCRE TE/CIAO LAST EXTEND ANGLE TO ° 1 Q 5 1 '/,0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C.W/1-1/4"MIN.EMB. if, IY NEXT TRUSS. w w,--' 1. 3'FROM ENDS AND 4'D.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR l/4"m LAG SCREW LID 9"O.C.w/1-7/B•' 1_w i �� x FOR BALANCE WITH I3''l 0111.1 EI-113. IN WOOD 50=0.4 2.TO 0.55. --�� I- M @? MIN EMBEDMENT AND 2%" MAX•DESIGN LOAD AT S'-0'MAK SPAN: EXISTING CONCRE 7 E. 1-� _x 2 u J I2 � MIN EDGE DISTANCE, .662 P.S.F. HOLLOW BLOCK OR STAGGERED WITH 3'MIN. MAX,DESIGN LOAD AT 6•-0"MAX SPAN: WOOD FRAMING.SEE N q.2 Q 0WR7ARFxNILBMOOPE r x s x ve 15063 a °a 15-2339 . SPACING,TYP. t 52 P.S.F. ANCHOR 511100. i ALUM ANGLE CONT.761 • E a a BASED ON TYPE OF - b/! SCAM • I- BUILDOUT MOUNT STRUCTURE r - a PACPD RImoNl HO SCALE:NTS • I IMAX.DESIGN LOAD z 72 P 5 F I . Hb PASS THRU DETAIL �K''''��1 TRUSS MOUNT SECTION 101ii SCALE:3"=I'-0" SCALE•3"=1•-0" . • , • • fqA70L1�gP HNARDB P.. • ` EXISTING HOST ALT.LEG DIRECTION 11AR>!OP16549 N BL,2;„' STRUCTURE 1/4'AU.POINTS SOLID SET ANCHORS WITH 7/8"MIN _//,! r..,r:• 12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM , :•.• , ROUND WINDOW C\,. 'L_ EDGE OF SHUTTER, SHUTTER BLADES 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE TOP OR BOTTOM ASSEMBLY F� I AXzz, (2)6063-T6 ALUMINUM -.-.')V �� ' j ANGLES PER BEAM END,SIZE = F 0.-0005.4.2_'O'7j .r� 3/2" PER SPAN TUBE SCHEDULE _*i II EMBED. 4 I _ _ -_ ,tel 'i SPAN TUBE PER * % 11111 1 - DESIGN SCHEDULE .- ig o N U:C EDGE OF ACCORDION z 1/4-20 MACHINE BOLT W/NUT @ sT'.• 1. E ,~u+74,ISHUTTER BLADESS d ill 12"O.0 OR#14 x 3/4'SMS 6"O.C. i<s•../ L' 4..4 ;,',;`3.5'MIN M1�� y -� ^ ffNl� __ J L 45,1/2"MAX. z s ,',75,t'/I 11�`4;4 1. it• TYPICAL 0 FµW1 �u'� 3'MIN ail Q� €7 " ,_ U..- Z EDGE 3m IJU, " tZ'ya LIQa `,15 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS v' ROUND WINDOW ASSEMBLY) EXISTING 6 SEPARATION IN 13 `x j ll',191.11 MAXIMUM OF 3 WINDOWS GLASS OR • L '`- 1( w I /1 3 CW l'i PER EVERY OTHER BLADE DOOR I i N i b Itd` N 7 a 1 6 Il. 1 „ /11 b s W g ED LIGHT-N-VIEW WINDOW p DISTANCE 1/T"MAx . I N: N.T.S. EXTERIOR ELEV z O '7 �4_. rt y+IRm ,11-.- r LOO J, L7 - ©+0 1---;:-1 ��1/L'•IMAX.FROM PIN GUIDE n 3 L TO BUSHING WASHER ITYP 1 e� ��� �6 E O •' ACCESS 114-20 MACHINE BOLT W/NUT w '^ul I-1/2' HOLE 12"O.0 ORR34x 3/4'SMS 6'O.C.2.875'0 HOLE TO 1- ' SPAN TUBE PER iglu, RECEIVE ROUND EMBED. '-Ii(- DESIGN SCHEDULE [G WINDOW ASSEMBLY , I �� 1-S+ S' 1/2' (2)6063-T5 ALUMINUM M pAX, ANGLES PER BEAM END,SIZE -• m�'t g IC PER SPAN TUBE SCHEDULE 1 5 EXISTING 41:' �'z g d HOST SCHE ULE BOLTS SEE BEAM -w STRUCTURE SCHEDULE FOR REQUIRED NUMBERS , . .a 1 4"ALL POINiS SOLID SET ANCHORS WITH 7/8'MIN 3 3` EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM rr ff • -(f}- \ SPACING,AND 3'MINIMUM EDGE DISTAPICE ,",,;j. p 0.125'- - 0.032"-IFi 0.125' 1 I MAX.DESIGN LOAD=A 72 PSF I '�. P 7 33 ffI -i•-0.03Z' III _ . _ 3 SPAN TUBE SECTION 1 0.196 // 5 N.T.S. VERT SECTION I4 5 1Se_ / \ SPAN TUBE SCHEDULE r" / \ ' I ALLOWABLE TUBE NUMBER OF ANCHORS PER MMIMUMANOLE NUMBER OF 1 BPAN TNRU-BOLTS LENGTH g �iROUND TUBE SHUTTER ANGLE �I p I I F WINDOW 917E SPAN TOP BOTTOM TOP BO770A1 TOP BOTTOM -TOP IBOT1CM L7r : ry 11 ,s ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE TUBE I TUBE d t 1 1 1; [BEQI �l 1 1/1 M 2'x6k 123.8' 135.2' Z2234' 7' 0.125' B� 101.7 100.0' 2 2 3 3 T ' T �'a����;�EE �\ 123'- 00.0' 94.4' ^_ 2 __-2- 3 - 3__.._ T 7 7' .j'\ // l__�\\ 2TIBk 80' 129.1' 167.8' 22 _ 2 __3 4' 7C� �• �1 B8' 114.8' 174_7__ 2 2 3 3 T_I 7' 33d ` \ -, / �\ 0.126' 1GO" 130.0' 108.8' 2 2 3 3 T 7" QfE / ill 1 �. I ' ) I ZkS'x - ,A 02.876' (--]U,188' 0.125' 23 122.7• 155.0' 2 2 3 0 7' 10' qp EN? pp �r . 03.250" ( ) 123' 115.4' 137.0' 2 3 4 9 10' 13' �`,@ T ';1 80' 198.1'_ 240.0' 2 2 3 ____L-.1_ 0 -10'' a qI , " / 2k10'x �. _1406' 229.9' 2 3 _ 4_ 10' _ 10' �gq,q@6 R; LIGHT-N-VIEW WINDOW �� \ // 0.1079' -iZ1' 1322 203.1' 3 -4 5 7 19' INWRCOEBVECOPTIMNIPE 29 N,T.S. .SABIC PLASTICS SLXL431T-UL-94HB -�� SPAN TUBE'o 4'OB NOTES: S USE 2"E SCHEDULE OR NOTES: ANGLES FOR 2'x5"R 2"x6'BEAMS. 15-2339 2. USE 2'x5'x1/4"ANGLES FOR 2"x8"8 2'x10'BEAMS. e..... )- 3.3. USE BEAM SCHEDULE FOR DETAIL 3/8. Pwae opeA{En Lr 4. TOP 84 BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE UNITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND O 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 i N.T.S. • EXTERIOR ELEV ABOVE AID BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE . Num 1.:8/0NAR00 P.E i 1_1111 PM."'" f.•1.ry __ 2,5"MIN EDGE DISTANCE 0Nt T G WAD N Spens Up To 6'•0" Spans Up To 8'-3" Spans Up To 12'•0" ,,s\��1 '/(�,,,�111'J,/7�7yp CONN TYPE CONN TYPE CONN TYPE (4..Y...•' �7�!11V�'�„ 0 g ANCHORYYY x (p50 Cl C2 l C3 C9 C5 Cl Cl C3 Cl CS Cl C2 C3. Cl C5 4.;• 1/4•ITW TAPCON OR ELCO 43 16.0"16.0"15.0_18.0"10.0"1860^15.0" 9.0" 13.0"16.0"16.0" 9,5" 5.5" 6.5" 14.5" NO P6004.�p>A+r- 1 ULTRACON WITH 1-3/4' 53 15.0'•16,0"10.5"14.5"16.0'16.0'12.0" 7.0" 10.5.16.0"15.0_7.5" 4.5" 7.5" 10.5" =*i rn EMBED(3192051 MIN CONE) 62 10.0"116.0' 8.5" 12.5"16.0"16.0" 9.5' 5.5" 8.55" 15.0"15.0" 7.5" 4.5" 7.5" 10:5' • _ * U;1 a N Rte_ 70_36,0"13_0" 7.0" 11.0_'16.0"15.5" 6.0' 5.0" 7,5 11.5"15.0" 7,5^ 4.5" 7.52_10,5" ©i COMOINA TIO13,O•• g5' Z _ 1110 19.0,• 7.5" 4.5-•'-_ _ _-4:0" __ _ _ ___ _ _ 5 4. 7.5" 10.9"35.0' 7.S' 4.5" 7.S" 10.5"15,0" 7,5" 4.5" 7.S' 10.5' 2 S ITY'. .„0,. ATE p1:e,1 _ - 1/4'MILLENIUM MILIFAST 43_100'1.6.V.15.0".16.0"16.0"'16.5"16.0" 9,0" 17.5'16,0"15.0" B.5" 5.5" 9.0" 13.5" 0/ CM4DINATIOIri-'�'•,F(ORIO ,rig. )•k,'" WITH 1-3/4'EMBED(7275psI 53 16.0"16.0'11.0"15.0"16.0•'16.0^11.0""7.0" 10.5"16,0"13.5' 7.0" 4.5" 7.5" 9.5" �i S •"" D t•1 �_ p� MIN CONCRETE) 62 18.0.15.0"0.5"13.0"16.0"16.5" 9.5' 5,5" 9.0" 1313.5"13_9'_7,0" 4_5" 7.5"....9.5" II�1 ''/ ON •(f . =s I� 70 16.0"12_0'_7.0" 11.0"16.0"14,0" 7.0" 4.5" 6.0" 10.5"135"27,0"...4.5".:7:64 0.6" '�-- ///III{LI _ I1�ue "- _ _ -1!70_13.5" 7,0" 4,5" 75' 9.5" 13.5" 7.0' 4.5_' 7.5' 9.5" 1_51" 7.0" _-4.5" 7.5" fa" U I t u IJ, m;x 1 b 114'ELCOCRETEFLEX 554 43 16.0"16.0 16.0'1G.0"16.0"16.0"16.0"13.5'16,0"16.0"16.0"12.5"-8.0"--1.3.0"16.0" MErl z pyt W/2'EM6ED,(3350ps1 NMN 53 16.0"16.0"16.0^10.0"16.0"16.0'16.0"10,0"15.5"16.0"16.0"10,0" 6.5" 11.0"14.0" 2 x 5 ITYP, 111W�.gN 9 CONC) 62 16.5"16.0"12.5"16.0"16.0",16.0"12.5" 5.0" 13.6"16.0"16.0'•10.0" 6.5' 11.0"14.0" / FIU33''I all )]-U1U5511. 70 16_0"16.0 10.5"16.0"16.0"15,00'10.55'' 7.5" 11.S"15,0"16,0"10.0_' 6.55" 11.0"14.0" N j'4 s 100 16.0'10,5" 6,5" 11.0"14.0"10.0.30.0' 6.5" 11.0"14,0"16.0"10.0' 6.5" 11.5"14.0" , p1 1'MIN EDGE DISTANCE 'II G W '' --------- ---- - __ __._ --Es- 1/4" __- NOTE "5"INDICATES ANCHOR SCHEDULE SPACING 'L', .-1jp CI c0 r5 c4 ca c, o 'C4 CS u c2 c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"I6.0" 7.5" 8.0" 56.0"16.0"16.0" 9.0" S.5"_16.0"16.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE ID WITH OUTSIDE ri ULTRACON WITH 1-3/4' 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0"J 4.5” 16,0"14.5" 7.5"//f% 10.0" ANCHUH5 ONLY, Ci EMBED(3192061 MIN CONC) 62 16,0"15.5" 4.S' 5.5" 16,0°16.0" 9.0" 4.0" 14.5"14.5" 7.5" '////// 10,0" C4 CONNECTION TYPE USING PIECE ®WITH 1`„ • 70 16,0"12.5" 4.0" 5.W•16_0"15.0" 7,5 110"5i..1 7.5" % 10." OUTSIDE ANCHORS ONLY _ _ 100 14.5" 7.5'rel'• 1_0.0-14.5- 7.5" // M0"14.5' 7.5' %%/J%10.0" g 1/4"MILLENIUM MIUFAST _43 16.0'•16.0"11.0'13.0"16.0"16.0"13.0" 6,5" 9.5" 16.0"1313.0" 7.0' 6.5"..10.5" ti1/43 2 WITH 1-7/4'EMBED(7275ps1 53 18.0"16.0' 0.0" 1_1_0"l6.0"16.0' 9.0_5.0^ 7.3" 16.0^10,5" 5.5"%/j'///j•5.5" 7.5" ANCHOR NOTES: ,( 4 MIN CONCRETE) 62 16.0.11.5" 6.0" 9.0" 16.0"i3.5" 7.0" 4.5" 6.5" 11.0"10.5" 5.5"'/j/+//%5.5" 7.5" p� C E I 70 16.0" 9,5" 5.5" GO" 110"11.5' 5.5" ,/' 9.5" B.5" 10.5" 5.5"'//f 5,5" 7,5" 1. SPANS LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPRUNG r �( Ary d $ O 100 117.5" 5.5"%J/j/J 5.5" 7.5" 10.5" 5.5"% 9.9" 7,5" 10,5" S.5"%� 5.5" 7.5" ONLY.ALLOWABLE STORM SHATTER SPANS FOR SPECIFIC LOADS MUST BE W a+5 D"�.I LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). 1��79 a CD, II =O I/4"ALL-POINTS SOUDSET 1-I/4'PIN EDGE DISTANCE _ t.,,,I, 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,u ANCHOR W/7/8'EMBEDK CI C2 C3 C4 CS CI C2 C3 Cq CS Cl C2 U C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16,0"15,0"_8,5" 10.5"160"16.0^12.0" 5.5" 7.5" 16.0"12,5" 6.5" 3.0• 5_0" 10_0" EOVALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER(7000p61 MIN CONE) _536.015.'• 6.5" B.0^1fi3O"16.0^ B.5'_ 9.0_' 6.0" 15.5"10_0" 10"/�//4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN, '�-62 6.0 11."'S.0" 7.0" 16.0"12.5• 6.5 3.5" 5.0" Iv.O"10,0" 5.0"'(%// �.0" 7.0^ .3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.70 16.0" 9.0" 9,5" 6.0" 16.0"10.5" 5.5' ].0' 4.0" B4O" 10.0' 4.0"%�4.0" 7.0" 3a i T'..� 100 10.0" 5.0"/jQ//n 4.0".,7.5" 10.0" 5.0"/j///n 4.0^ 7.0" 10,0" 5.0"%/f 4.0'• 7.0" 4• EXISTING STRUCTURE MAY BE CONCRETE,ASFM C-90 HOLLOW CONCRETE0S 1/4'ALL•PDIN7550AD-SET - 7^MIN eDGE DISTnNCE _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPERANCHOR TYPE BASED ON TYPE OF EXISTING STRUCRIRE ANO APPROPRIATE43 ANCHOR W/7/B'EMBED R Cl C2 C3 C4 CS C1 C2 O Cl CS I C3 C2 C3 p7 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF1kl/4-IO 5S MACHINE SCREW 43 15,0"16,0'16.0"16.0"16.0"16.0"16.0"_11.5"16.0"16,0"16.0_'11.0'_7.0" 11.0"1610" CONNECTION TYPE. S1 6 (3000p61 MIN CONC) • _53 16.0"16.0"115'_16.0"16.0"16.0'•14.0" 8.5' 13.5'16,0"16 0" 8.55" 5,5 9.5" 12,0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE g A 62 16.04 16.0"10,5'16.0"'&0"16.0"11.0"7.0"15.0"16.0"16.0' 9.5" 5.5" 9.5" 12.0" ONLY. G •h'[� 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0 6.0" 1_0.0"13.0"16,0" 8.5" 5.5" 9.5"-12.0" -THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED Pi 100 16.0" 0.5" 5.5" 9.5" 12,0"16.0" 8.5 6, 5.5" 9.5" 12.0"16,0" 8,5" 5.5" 9.9" 1Z,D" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2' 1/4'POWERS SI DROP-IN 2-5/8'MIN EDGE DISTANCE CS CI C2 C.3 C1 CS_ __ __ FINISHES.LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1'/I/4•20 SS BOLT EMBED(]000ps1 MIND _43 16.0"16.0"14A"15.0"CI C2 C3 CA 116.0"•16.0"14.0' 0.0" 12.5'16.5..14.0"14,0" 7 5" 5.0" B.0^ 11 5' •53 160 16.0" B_5°14:0"1.6.0"1.6.0" 9.5" 6:0" 10.0"16.5.11,5•' 00"_4A 7.0" D0" 7 VARY.FIERE ELD EXISTING Th&T FASTRUCTURE STENERS AR ,E IFTID FRAMING, OD CONDITIONS I I J`� CONC) MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR �B T: 62 .16.0'•12.5" 7.5'•12.0"16.0"14.5" 7.5" 5.5" B.5" 11.5"11,5" 6.0" 4,0' 7.0" BA" SIDE CLOSURE PIECES. - a 1 T 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 9.0" 7.5" 9.0" 11,5" 6,0" 7,0" 8.0" 01 d q 100 U.S' 6.0" 4.0" 7.0" B4O" 11.5" 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.D" 6.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRN41NG,FASTENER 1p•POWERS S6 DROP IN 3 1/2 MIS EDGE DISTANCE SHALL BE LOCATED IN C7?HTS(OF NOMINAL 2"x 4'(MIN.)WOOD Sf11D.3/4• EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL g Si ti 101•Iv W/1/4-20 S6 BOLT AND Cl C2 C3 04 C5 Cl CS C3 C4 CS Cl Cl C7 Cl C$ HAVE PHILLIPS PAN HEAD OR HEX HEAD. Ri 1'EMBNC) (3000ps1 NM 43 16,0"16.0"15.0"16.0"16.0"16.0"14.5" 90" 13,5"169"15.0" 7.5' 5.0," 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN p A CONE) 53_110"16.0'•10_5'•15.0"16.0"16,0'_10.0" 6.5" 10,5"160"12.0' 6A" -07-15_"_ „5"7 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 62 16.0"13.0" 8.0" 12.5"16.0^15.1",8:6"5.0 9.0)"•71-0.F.12,0" fi.0• 40" 7.5" 85' HEAD(SIDEWALA BOLT),U.O.N. -1 alT'--�""' 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" 4.0- 7.5" 8.5" • 100 12.0" 6.0 9.0" 7.5 8,5" 12.0" 6.0'_4.D",7,5" B.5" I20" 6.0' 9.0" LS" 8.5" EI DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. _• _ _ _ ___ _ 2•MIN EDGE DISTANCE _ __ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, Hg� g•�R P1Z SHS W/2'EYEWALL CI CS C3 C4• C5 CI C2 C3 C4 C5 Cl CZ C3 C4 CS NUT OR WASHER WINGNUT. O L�' I� ARMOR INSERT W/2^EMBED 43 16.0"16.0"11.5"14_0"16.0"16.0"16.0" 7.5" 10.0"i6.0"16,0" 9.0" 4.5" 6.5" 17.5' 0Wf6 706WAL®wmvPz (IODOpsI MIN COHC) _53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5"5.5" 8.0" 16.0"14.0" 7;IF 3,S' 5.5" 10.0" IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. - 15-2339 .� \ 62 15,0"15.0" 7.0" 9.5" 16.0'16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0"3.5" 5.5^ 10.0^ 12. WHEN ANCHORING 70 HOLLOW BLOCK SDS DRILLS SHOULD NOT HE USED TO Balls. • I-DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL Flue D4g0�pll ® 70 16.0"12.0" 6.0" 8.0' 16.0"14.5" 7,5" 4.0" 6.0" 10.5'14,0" 7.0�3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK C -___-_-__ --_/ _ um 1460" 70" 3_5". 5_5" 10.0"14.0" 7.0" 15" 5.5" 10.0"14,0" 7.0" '3.5"_5.5" 10.0" - - F4 012 SMS W/2.75 EYEWALL 43 16.0"16.0"16.0"16:0'•16.0"16.05'16.0'•10.0'•14.04 16,0"16.0"11:5' 6,0""9.5" 16.0" ARMOR INSERT WI 2S' 53 16_0"16.0"110°16.0"16.0"16.OT 15.0" 7.5'"11.0'16.0"16.0• 9.0" 5,P' 8,0" 130" 11 EMBED(2000ps!N177 CONC) 62 16.0'16.0" 9.5 13.5"16.0"16.o,11.5" 6.5" 9.5 ]6.0"1fi.0" 9.0'f 5,0" BSO" 13.0" D, i4G � 70 16.0"16.0" 00" 11.5''16,0',160'• 9,5" -5-1-3' 05" 14.0'•16.0" 9.0" 5,0" 8.0 110' O -100-16:0"=9.0"-'5.0'=-8.0"13.0.16.0"- 8:0 5.0'_'..._B.0"_13.0"16.0"_90" _5.0" 8.0" 13.0' __ • 1``1LllUIllll RPwwes64Es wpo,iE. ANCHOR SCHEDULE: CONCRETE (CONT.) _ . e' 2-3/16"MIN EDGE DISTANCE 3-1/0"MIN EDGE DISTANCE F !':11.. - Spens Gp TO 6'•0" Spans Up TO 6'-3" 5pa115 Up To 12'-0" Spans Up To 6'•0" Spens Up To 0-3" Span Up To 12'-0" (L N Q G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE _ 0 PE004C)$43 1, E ANCHOR (PN) C1 CO Cl C4 C5 C1 CO CO C4 I C5 Cl C2 1 C3 Cl C5 Cl CO Cl C4 C5 Cl Cl CO C4 CS CSI CO CO C4 C5 -* * _ 5/16"I'M TAPCON XL WITH 43 16.0"16.0"16.0"16.0"16_0"16.0"16.0.12.0"16.0'•16.9_16_0"L1.0" 7_0" 12.0"16.0"16.0"10.0•'-16,91 16.0"16A"16.0. 16.0"12.5"16.0"16.0'_16.0":11.5' 7.5'• 12.0"16.0" -"d = 10�pN} 1-3/4"EMBED(2899ps1 MIN _53_ 16.0"16.0"14.0°16.0"16,0_16_0"14.5" 9.0..14.0"16.0"16.0" 9.0__6.0" 101__12^5"10:0"16.0"14_5"16.0_15_0"10.0"13.0" 9_0" 14_5•'11:(57-10.1 9.5" 6.0" 10.5"13.0" ��O STATE OF ~1:1 i CONC) •622 16_0"161"115"160"160"16.0•'11.9" 7.5"12.0"16_0"16.0_"9.0" 6A_10_0"12.5"16.0"15.0'11.5•'16.0"16_0'16_0"11.5' 7.5" 12.0"-160"16. _9.5" Ti"" 10.5"13.F ,1+ e 70 16.0"15.5" 9.5_' 15.0"16.0"16_0" 9.5" 6.D" 10.5"13.5"36_0" 9.0" 6.0" 10_0•'12.5"78.0_'16.0"10.0"15_0^10_0"10.0"10.0" 6.5" 105"14.0"16. 9.5"_6.0" 10.5"13.0" ' ' •'•F<ONIOr;.•'G\ u 100 16.0" 9,0" 6.0" 30.0"12.5"16.0" 9.0" 6.0" 10.0"12.5'16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0' 50.5"13.0"16.0"•9,5" 6.0" 10.5'13.0"1,0"I 9.5" 6.0" 10.5"13.0" �� t5'/ ` ��^ 5/16"ELCO ULTIIACON WITH 43 16.0"16.0"16.0"16.0"15.0"1.6.0.16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"1.6.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13.0" 9.0" 15.0"16.0" '/1,,,NAL IE,a' ZW m uQ 1 E1-3/4'EMBED(3500psI MIN 53 16_0"16.0'16.0"16.0"16.0'•16.0'15.5"10.0"16.0'16.0.16_0_9.5" 6.5" 11.5"13.5"16.0"165"16.0"16.0"16.0"16.0_'16.0'11.0"16.0"16.0"16.0"10.5' 7.5" 12.5"15.0•' u q` i�• 4 H CONC) 62.16_0":16.0"12.5"16.0"15.0"16.0_12.0" B.0' 14.0'_16.0"16.0" 9.5 6.5" 11.5'13.5"16.0"16.0"14.0"16.0_16.0"16.0"13.5' 9.0" 15.0"16.0"10.6"110.5' 7.0" 12.5"15.0" Th `0 '. 70 16.0"_16.0"1___ 0.5•'16.0"16.0•'16_0"10.0" 7,0'• 12.0"14.5"16.0" 9.5'1 6.5" 11.5'13.5"16:0"11 6.0 11.5"16.0"16_0"16.0_11.0"-7.5" 13.0"16.11_16_0'110_5"/.1113,27.1._.22„ 5Z Q m 115- ---""-- -" --5" --11,5"1-1.0 5_ .5'- -- On U 8 100 16.0 9.5" 6.5" 11.5"13.5"_16.0" 9.5" 6.5" 11,5"13.5"16.0" 9.5"_6.5" 11.5"03.5"16.0"(10,5' 7.5" 32.5"15.0"16.0"L0.5"_7.5" 12.5"15.0"16.0"11D.S' 7.5•' 12.5"15.0" 1/4'304 SS POWERS TAPPER T ____ L-1/2'MIN EDGE DISTANCE _ __ _ _ 3"MIN EDGE DISTANCE _ W 07,3 w i W/1-3/4"EMBED(3000p11 Cl Cl Cl I an .CS Cl � C2 Cl CO CO Cl Cl C3 C4 .CS Cl C2 C3 rCA C5 Cl CO CO ilia Cl Cl CO C4 C5 II ,.1 N l!1,1 /ON CONC) 43_16.0"14.5" 6.5• 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.57 7.0" 3.5"% /4.0" 5.5" 16.0" 16.0"16.0"16.0'•.14.0" 8.0" 12.0"16.0"14.5" 7.5" 4.5" 8,0" 11.5" _-_53 14.0"_8.5" 4.5" 6,5" 14.0" 9.0•' 4.5" 3.0" 4.5" 9.0" 6.0" 3.0" /, 3.0" CV 16.0•'16.0' 9.5" 13.5"16.0"16.0" 9.5" 6.0" 9.5" 16.0"12.0" 6.0" 4.0" 6.5"18.5" P1 w 0 6 11 62 11.5' 6.5" 3.5" 5.5" 12.0" 7.0" 3.5"' r 4.5" 6.0" 6.0" 3.0"/ 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" B.0_" 12.0"12.0" 6.0" 4.0" 6.5". 0.5__ •+03 70_9.5'_ 5.0" 3.0" 5.0'_10.5 6.0•_ 3.0•'j///3.5" 4_5" 60" 3.0'//#' 3_0_' 4_0" 16.0_10.5" 6.5" 10_0"16.0"12.5" 6.51 4.0"_7.0" 9.0" 120" 6.0" 4.0" 6.5"• 11.5"- -RIO- .5" 100 6.0" 3557-'74,-1:67-4-.0" 6.0•' 3.0" 3,0•' 4,0"•6.0" 3.0""/ "3.0" 4.0" 12.0" 6.0" 4.0" 6,5" 8,5:' 12.0" 6.0" 4,0'• 6.5" 8.9" 12.0" 6.0"__4.0" 6.5" 8.5" G ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK A _- _ __ ! I"MIN EDGE DISTANCE _ _ ___ ' -__i--- 2.1/2"MIN EDGE DISTANCE _ ___ IS H i_G Spans Up TO 6•-0" SpOns Up To 8'-3" Epens Up To 12'-0" 5pano Up To,6'-0" $pans Up To s'-3" ,SPOn5 Up T6 12'-0" ' w❑6 LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE _ANCHOR (P� Cl CO CO C4 CS Cl C2 C3 C4 CS Cl CO CO C4 ' C5 Cl Cl C3 C4 C5 Cl CO CO C4 C5 Cl_,Cl CO C4 CS N ^$ 1/4'ITW TAPCON WITTI 43 8.5" 7.0"7///,a- �'///���//41331111001317//4/4" ///�//.�///11.5"10.0" 5.0" 6.5" 11.5" 8.5' ' •' 7/7 ,13:34.0" p'5 Q p P. 1-1/4"EMBED 53 7.0" 4.0" //, /7.0" 4.5" / %///�////// z,,,irr Ay'-zrro. 9.5" 6.0" 3.5" 5.0" 9.5" 6.0" �// 3.5_6.0" 4A0r,,,,, //j// �// to �I 62 5.5" 3.0"///�//�/�i6.0" 3.5"17�///�///'/�/U//f'r..4„'. �j r/ B.0" 4.0".///4.5" 8.0" 5.0"r ,.- 3.0" 4.0" 4.O"j j/e �/ <70 4.5" �I///r///,x/5..0" 3.0' 73 ' 4////��/".." / / 4 r 6.5"X33.55" 3.5" 6.5" 4.0" r �/ 3.0. 4_0„v / ////// uj l• - _100 �/A%/%%,%��, %iy%/ ,//,,�,,,„/ 4.0"'%/�%./1 4,0"/27 ///'//'///44 4_0-'//�//�%% ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK YRIWRL1fENN4A6D P.E.. `\`1`1111 I I I./Lt��IEOa46599 I;�....iPi __ 2"MIN EDGE DISTANCE ____ rl•'F••• . /i l'` Spans Up To 6'-0" Spens/p To 8•3" Spans Up To 12'•0' :•'• %IC'�"II,-" . . 1N I"i 4 1 LOAD CONN TYPE CONN TYPE CONN TYPE (t r ...1 1' "-' o ANCHOR LDS" CI I C2 I C3 C4 C5 CI C2 Cl C4 CS Cl Cl C3 C4 05 _A. : No pEoU4654s r a 012 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 6.5" 4.5" Cr 15.5" 8.5" 4.5"/ /4,0" 7.0" _ - J S ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0' 3.5" 6.0" ILA" 7.0" 3.5"j 3.S" 5.0" -'d: * UI *-'D IV EMBED 62 14.0"7.5"4.0"6.0" 14.5" 9.0" 4.5" 4.0" 7.0' •7.0" •3.5 r 3.5" •5.0_ :-.73 �- V o m 70 11.5" 6.0"3.5" 5.5"12S" 7.5" 3.5" `3" S.5' 7.0" 3_5" 3.5"-5.0_ -0•. SrA7E OF WPI z 100 7.0" 3.5"W 3.5" 51" 7.5" 3.S', 3.5" 5.0" 703.5 %/4 3.5" 5.0" ��s ••A,/OgIDA " . A m ANCHOR SCHEDULE: WOOD (G=0.55) - ",.•.Ai_.EN0:I}' "LL a 4 ,,,,,,?,NAL _ B1= w __ . 3/4"MIN EDGE DISTANCE __ rV uu Spans Up To 6'-0" Spans Up To 8'-3" ins Up To 12'-0" (3 g l gg v j LOAD CONN TYPE CONN TYPE CONN TYPE Z 5 o ANCHOR LDS" Cl Cl I C3 C4 CS Cl C2 C3 I C4 CS Cl Cl C3 G4 C5 Ill .N4� 1/4'LAG SCREW WITH 1-3/4' 43 16.0"16.0"11.5"12.5"16.0"16.0"16,0" 7.5" 9.0" 16.0"16.0"14.5" 4.5" 6.0" 16.0" }C' MIN THREAD PENETRATION 53 16.0"16.0"_8.5" 10.0"16.0"16.0"18.0" 6.0" 7,0" 16,0"16.0"1L5" 4.0' 5.0" 16A" /• N PP d x, p�.,�,,� 62 16.0"16.0"7.0" 8_5"06.0"16.0"14.5" 5.0" 6.0"...-10,0"16.0"11.5' 4.0" 5.011101 / O W W �.1111RI"T1� 70 16.0"16.6" 6.0" 7.5" 16.0"16,0"12.5" 4_0'_ 5_5`18."16.0"L1.S" 4.0" 5,0" 16.0" Y 0 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" H 7/16'WOOD BUSHING WITH 43 16.0"16.0" 0,0_10.0"16.0"15.5__8.5" 4.5' 7.0" 15_5' 8.5 4.5 ,'�j//4.5'7.0" ry 1.13'MIN EM:1/4-20 53 16.0"10.5" 5,5"_8.0" 16.0"11,0:_§,2_1,5__S.5 3,5" 5,5" 11.0" 7.0" 3.5"��%/�4.0" 5.0 (�` L$0 55 MACH.NE _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" 0 70 12.0" 6.0" 3.5" 5.5" 12.5" 775" 3.5" 4.0" 5.5" 7.0" 3.5" 4_0",5.0" s. Ov 100 7.0" 3.55" 4.0" 5.0" 7.0' 3,5" %4.0" 5.0" 7.0" 3.5" /4.0" 5.0" 5 x14 SMS OR 014 WOOD 43 16_0"16.0"17.5_,"14.5"16.0:16.0"16.0" 8_0" 10.0"16,0"L6.0"11.5" 5.0" 7.0" 16.0" .0.16.g tl SCREW WITH 1.3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"16.0" 6.0" 8.0" 16;0"16.0" 9.5"4.0""_5,5" 13_0" THREAD PENETRATION 62 16.0"16.0" 7.5" -9.5' l6A"16.0_'11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13,0" g ,5 ommag1p10ap 70 16.0"16.0" 6.5"_8.5" 16.0" 9-07'10.0" 4S" 6,0" 14.0"16.0" 9.5" 4,0" 5.5" 13.0" ~0-3 100 16.0"_9.5" 4.0" 5,5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4,0" 5.5" 13,0" W.�-�*CI.1 ogErc� ANCHOR SCHEDULE: WOOD (G=0.42) _ < 3/4'MIN EDGE DISTANCE _ F 17,g LOAD ¢pans Up To _ _ 6'-0" Spans UP To 8'-3" 5 p9 Up To 12'-0_' C iCONN TYPE CONN TYPE CONN TYPE "n x ANCHOR (D5" Cl C2 C3 C4 CS Cl Cl C3 C4 CS CI C2 Cl Cl I CS 3 g .. 1/4"LAG SCREW WITH 1-3/4' 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5,5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" E 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" 94^0" 11.0" !4 62 16.0"16.0" 5.5" 6,57" 16_0"16.0" 9.5" 3.5" 5,0" 15_0"15.0" 7,5" 3.0" 4.0"_11.0" a{ "1 70_16,0"13.5" 9.5" 660" 16,0"16.0". 0,5" 3_0 4.0" 11.5"L5.0"7.5" 3.0" 4_0" 11.0" 0 _ 100 15_0" 7.5=3.0" 4.0' LSA"15;0" 7.5' 3.0" 4.0" 11.0"15.0" 7,5" 3A" 4.0" 11 0" 6 014 SMS OR 014 WOOD 43 16.0"16_0" 6.5" 10.5'16.0"16.0"12.5' 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5' O SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7,5" O 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" • d 3 70 16_0" 9.5" 4.5" 6.0".16.0"11.0" 5.5_3.0" 4.0' 8.0" 10.5"._5,5" 2_5" 4.0" 7.5" s �+ d 100 10.5" 5.5"_2.5" 4.0" 7.5"10.5" 5.5" 2.5" 4.0" 7.5" 10,5" 5.5" 2.5° 4.0" 7.5" 'Mill a E t'd • 1l ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 2w1 16l 4"MIN EDGE DISTANCE 8 ¢ 's __ r LOAD S Udo 6=0" $pans Up To E'-3" Spans NS To 12%0" O S S S ANCHOR (PS" ONN TYPE CONN TYPE CONN TYPE x C1 ClCI C3 C4 CS Cl C2 C3 I C4 CS Cl C2 C3 C4 CO "P 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0'16.0"15.0"16,0"16.0"16.0"15.0" 9.0" 14.0"16.0" 2-1/4"HIS.EMBED 53 16.0"16.0"16.0"16.0"16_0"16_0"16.0"11.0"16.0"16_0"16,0"12,0" 7.5" 12.0"16.0" 1 1 i ., enas� 62 16.0"16.0"14_0"16.0"16;0"16;0:15.0'!9.07' 1216.0",16.0'12.0_7,5"12.0"16_0" E 70 16.0"16.0"11.5"16.0'165"16.0'12.5" 8.0" 12,5"16.0"16.0"12,0'_7,5" 12.0"116.0" � � 100.16A"12.(1'1 7S" 12.0'_'16.0"16.0"12_0" 7.5" 12_0"16.0_L6^0"x_12.0" 7.5' 12.016.0" 1 1 �+ ip qqq 5/16'ELCO UCTRACON W/ 43 16.0"16.0"110.5"14.0"16.0"16.0'10,5" 6.5" 9.5" 16.0"11.0"1 5.5"O /6.5'19.0" g 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" I/7.5" 13.5" 9_0"' /%�/// so" 0 WI6RRWKL!BIWD018 m 62 16.0"10.0" 6.0"- 9.0"116.0:11,27 5.5"/ 6.5" 9.0" 9.0"_ ///,�////%/ ,, 6_5' 15-2339 0 70 15.0" 5.0"r8.o" 15s"9.�^/1 7,/ 5s' z0" 9_0" ��fi//��bs' sfALr, k g z ID 9.0" ,„&"A'5.5" 6.5, 9_0" /`Q%%5.5" 6.5" 9.0"%/////4" /ss" KA oLaaOPT1oM� (j Ips _ _ __ 2"MIN EDGE DISTANCE . ___ _ _ _ -C� Q _C3 C4__C CI C] � C4 CS Cl CZ- C3 Gi CS _ _ _ _ _ 012 SMS W/2'EYEWALL 43 16.0 16.0" 9.5"I-175713.01 16.0"165"14.0" 8.0" 16.0"14.5"-7,5" 3.5" 5.5' 11.5' 11 ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16,0"16.0" 16.0"11.5" 6,0" 3.0" 4.5" 8.5" 17, -"1?� 70.16.0"SO.S' S 0". 6.S' 16.0"12.5'®®®9.0" 11.5" 6.0" 3.0"_4.5" 8.5" 9 FFCHOR R NOTE5CHOR N SEE ES SHEET] _. _.__ _ - ____ __- - 100:11.5''-'-6.0'.1 al'-`--4:5" -8:5" 11.5"`6:0"_.3.0"-4.5'_--8:5".11.5" 6.0"-3.0" 45" -8.5'-'.___ _ _ _. _ ___ ___ _ _