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HomeMy WebLinkAboutProduct Approvfals I BQS Home Log In r User Registration i Hot Topic ; Submit Surcharge i Stats&Facts Publications FBC Staff I BCIS Site Map 1 Unks Sean:h Florida (ibProduct Approval USER:Public User-- r - .r Jrtsi^+ts Product A,,Pro,,l Menu>Produc or Aooliration 5earrh>Application List>Application Detail n 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 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 i Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-OD46549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. =6 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Inden3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1686 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 i i I I I i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Ecuiv Eauivl.odf FL13757 R6 Ecuiv Eauiv2.odf F1_13757 R6 Eauiv Eouiv3.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 Dwal.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 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 Dwa2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PED046549 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.Bernardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc. Created by Independent Third Party:Yes Bad Next Contact Us::,2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 entry.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However emall 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 crick here. - Product Approval Accepts: 0® ep— Cmdit Card We Il I �IIII r`t 6.8 STREAMLINE SHUTTER ,`�1111� ! ljfJ fNANK65iA���t E±C GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ � �'•:• .9 i. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PCO04654 _ CODE SIXTH EDITION(201?) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - ZONE,AND THE INTERNATItS�tAL BUILDING CODE(!8C)AND INTERNATIONAL RESIDENTIAL CODE 1-uNummo wiDTH - o N )'THIS SYSTEM MEETS MISSILE LEVEL"D'ANI?INCLUDES ESSENTIAL FACILITIES AS DEFINED IN M E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. O••. STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE -�i S -f4ORIOP•.•• oa -. --RE>jUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE s' as� FLO LDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN i� � PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. III I t i I I� W ow € 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2011202!203 AND ASTM E18861E1996JE330. 2� ��6 c 3 4. DESIGN PRESSURES NO HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DI DED aBY A 1.5 SAFETY FACTOR. z �N9 � S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE RED FOR ALLWIND WW ZONES,INA CCORDANCE WITH ASTM 1996-09;IT AC ABLE BY CODE UN S OPTIONAL PLAN VIEW W v I CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURiSDLCTLON. 6. NO INCREASE IM ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND y LOAD DURATION FACTOR Cd=2.6 WAS USED FOR WOOD AN DESIGN, o w O� 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ,� DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ue w D WIND LOAD CAtCUUITIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 5F w SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICSITE N n T 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 SAME c PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER TM E GIGIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. W=& 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 IVF w VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N rn m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. c e Ii. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL tJOCUMENTS W!L L VOID THE APPROVAL o9 DOCUMENTS. - �� 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION _ m` OFFICIAL MAY REpqDIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SiI;NED DATED AND BTTOM _ SEALED BY A LICENSEb ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE 3 DEVIATION.AS A CONRITION TO THE BUILDING OFFICIAL GRANTING HIS//HHER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHLTT`fFR ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES � 0 5 ' FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996 1L E330TAS 2. 1 SHUTTER ELEVATION FLORIDA PRODUOCf APPROVAL NUMBER 1 N.T.S. EXTERIOR EN A 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A'MINIMUM Py OF 25 TABLE 2: A K.S.I. 15, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3116.0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL RLI BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ Fi4CiLITIES 3 II 17.' TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. Ft00R TRA�RMU AY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER a a !! 19. MOUNTING SIONS MAY BE BENT TO FORMA CURVEWITH A MIN.RADIUS OF 10". $PAN INSTALLATIONS INSTALLAngNs INSTALLATIONS INSTALLATIONS 20. AEI DIMENSS SH OWN INCLUDEPOWDERCOATLNGFiNlSH. 530'ABOVE r30'A9OVE 530'ABOVE >30'ABOVEZl, ALL STEEL ONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE s1 22. SHUTTER MAY BE INSTALLED WITH Up TO(2)AbDIT10NAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114' 1-618° 2-316" 1618" TABLE 1: 99" 3.12" 1.718' 3.518" 1-718" TABLE I NOTES: 120" 4-118' 2• 4-114" 2' ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWNIN°ACCORDION 144" 4-718+ 2" 6" SHUTTER SPAN SCHEDULE"ABOVE ARE it I SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES! 1. HV FINED AS MIAMI-RADE COUN IY AND BROWARD COUNTY FLORIDA. �a AT EACH RESPECTIVE SHUTTER SPAN. 2. ON• VHZ:DEFTNtS}AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND OROWARD C011NTY WR74miilNWNt4t@I+l�OVE POSITIVE NEGATIVE Z LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS 15-2339 sHOR DESIGN DESIGN 8°NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN DESIGN P THOSE INDICATED ABOVE,THE PRESSURE PFiE88URE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER NASA i P8F {PSPT DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". - F:Aeceral. I; -.-. SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 72' 100 100 -- - - - - -- - - _ - HAVE 2-7/B"MINIMUM SEPAW1710N FROM,GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' 99' TB 70 ABOVE GRADE. - .. --- S. LINEAR INTERPOLATION BETWEEN SHUTTHi SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120' 63 63. INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. i __..-d3_--- 40_- 6. Si P�A6 TM 4ON FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AS "% x17 FRANK L 6ERNAMOr P.E.fC.- `\\\ L A E0046549 F:.:` PROJECTION VARIES_ \: pV4!(, _ 2,874' 4.874"MAX. }-0.115' -T- NO PF00 b 0.062" 0.450• D•080' _ 465q :O T $ 0,125" 1.708"- 0.100" f-1.330^ -0.062" _;CI 0.080" r 0.063' Q -1 -- 1--r-L 0.195" - 0.195" 0.096• 0.070' 0.060 iv 2'820• OF ` .4 -�- 0.060" 0.062".+ 1.908", '�<O ��-Iyer 0.125• .T_ 0.630"1 " 00"�["0.l:2' 0i9 . 62" 0.062' 0.143' .0 6 0,630" 0.630' 0.97"� 0.143• .7 "IR'LI.G_-A •G•I,S• Z $F5u mUm tg� I°" 1:0701.069" - 710.630" Z ->=£ F700( .0200' 0.06 " 1<6' N'.62" 0.2000.630 .062" 1.069" 0. ,069 .0201.069" 0 .0riSUPPORT LEG OPTIONAL 4069" 0620J $N9 e= 5.745•MAX. 9 MAX. OWALL _ 0J BUILD OUT WALL gO STREAMLINE CEILING TRACK (4�STREAMLINE WALL TRACK 5 HEAVY HEADER�LL G LITE HEADER SILL mw 1 uw SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SI SCALE:HALF SIFE512E SCALE:HALF SIZE SCALE:HALF 512E ❑ n WHERE SHOWN,SCREW BOSSES B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874.1- }--2.655" 0,875' 0.510' -1.230r- 0. N I -2.195" I I 1-2.195" 1.230" 0.060^-1.229 I ---2.655"--} N I Q7 rn `� I 1. '•.`_._ 41 2.362' 1.06-9^�0.105" _I�n tI---O1._1.D5-;�^1 .--r_i_-_.I���___-__--_t-...8._..1_.•_-1I[�_o_._!__V_..... 'aoon aI�L'I-D.1o__s-^_-_-_�fn i:t mm I I ._0f_..0.._`'7�I-".:"_:OLL:-:_._I".I..-._'ti.I_..__. ryr �_ 10•�0.044" ?co .069" 34.5 m 0.075' 0. •6c < 3r"0.994.,4.510NOTE: o TESTED THICKNESS OF 4.510"- { }-----3,506"� BARE METAL W/O PAINT IS 0.039' SILL 8 SILL ADAPTER O EXTENDED SILL 1p EYTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM @6.8 STREAMLINE_ SLAT/BLADE SCALE.HALF SIZE OSCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE C. _R If 0.080"�� r 0.477" 1.570"-T" 0.143" 0.143"-f t II I r-0.590" 0.341'-f 0.070• 0.245" ! 1.708"-} 0.143" yI-0-.09-6", �I}-Ill. ) �5� . I ��;. 0.060"j}T 0.080' 0.117" e -4.753- 0.090"m _��� / O• �E d I JI 0.090"r�i• 'D -O.D96" � ge d H` 0.080• / �I 9 0.682' 0.630" 0.060"1 I cAWKL83/MOOEa D.Daa" Dan I I II D �- 1 15-2339 NOTE.THICKNESS OF BARE 2.022" �-1.625"---1 -3-- 1,2D" scone: METAL W/O PAINT IS 0.039" UP t5 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL l7 6.8 S'I_ARl'ER Ig WALL SILL CLIP Igb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF S12E SCALE HALF SIZE 9'B y }il YIUNxI eENNuoo 1,950" `\`tllitilttltj !PH)0/5544 ;"'P�•+ "f{'0• 0.610" STAINLESS STEEL NYLON WASHER OR ASSEMBLY 4 0' WNYLON ALUMINUM ��f�'i';'•• �/ �f 0.320"0 HOtE f� .[�5p" 0.357" 0.884 L NYLON .M O n 0 x 2-3/4"410 Hi S.S. FpOg6J •: O.OS WHEEL U o rp•SZ�a INTO EW /TC ULTRACOTE TUPI 0.591" _C) X48 ^..^_ 1.lOD`-} }-0.240 ! f P TOP&BOTTOM) 0.062"" Srq "•-' N x BUSHING W/WASHER: 'i SLP•'�o FOp A ('ii t TYP.AT EVERY OTHER 0.750" -1---'tl- r / �lOq M �5`MAX., T 0.870" 7116"0x1/2"0 INTERIOR JOINT TOP ���-'•......_.•••' INSIDE JDINTATTOP. - - - _- 7116"0 x 1"0 INTERIOR JOINT BOTTOM 0.154"-} 0.237` 77/ly EN �t,1 W ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIORyyygLljC;11 o� g HOUSING-ZINC DICAST,POWDER COATED " 22 ROLLER ASSEMBLY ( sEatE HALF s12E SCALEvHALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 2G BOX CENTER INSERT OR KEY/THUMB TURN OPERATED INSIDE. SCALE.HALF SIZE - SCALE:HALF SIZEZ f}0.254" L3 BRASS PUSH LOCK jfW�.�.ay D"u SCALE:HALF 512E V11 j(�p/�J#jjp R0.500'S" 4.004• 1.978° c w u) - 0.500" 4,236" -2.742• 1.225" ,p q.286" 1.803" .+ 'T1.613' -2.714 --1.224"._ 0.267' 0.790" 4.054 0.319" 0.531" D,S31" - rti 0.064" M X16; 7 4.2 0.09' 0,250' .�.�. __•' o o a \26'^ 0.607" �- .`1 0.607' I m {�E 0.228" ..� 0.224" O.Z39"- , ry r I, rn n m ri uI S ` 0.060" 0.496" I m n m m n a I: m 4; �---2.750"--� �Z.000'---7 D.240" T .�s.i.. -n OL W , (� 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" +I - o a� SCALE:HALF 512E SCALE HALF SIZE 0.160" 0222"•-I r 4.244" -- .3 1.001 D,O6Z"0.062' 0.062" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER xg SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE D' -D-0.062' 5.500'x 13/16'WIDE-- }-{OADO' - . 40c' A 167" 7/16"0 STAINLESS k - r' -_ STEEL NUT - J_ Fob 3 0.125' 14 0 f 1, -0168" v C ,toa•' ! 0.438„ P. 5/16-18x7 MACHINE SCREW 5/10"0 INTERNAL STAINLESS STEEL 0.121" I D.6p9" POWDER COATED,ZINC DIE-CAST 4.500' I'--'} THREAD (" a SECTION A HEAD STYLE VARIES DF TA MODEL 2$22 ~ 3g T-LOCK ADAPTER 3'/ T-SCREW INSERT 3g THUMB SCREW spy o1 0� INDUSTRIAL SYS EMS (OPTIONAL) SCALE-FULL SIZE SCALE:FULL 51ZE F - ;0.254" JGO 4Ob SCA - 35 LUCK SCALE:HALF SIZE SCALE.HALF 512E M D STRIP 1" 2" do 3" EXT SCALE: HALF SIZE 4.450' 4.i�93" 0,175" b® T0.085" a' 0.093` '0.125" /%1P1>x*JtfAWKLRXYlODP" 4.zso Daps" (8 15-2339 1iA N 1 . SAO!DE7lOdPIIONI 1 7.000" - --} - - 3g 2X7 ANGLE 2p ALT. 1" ENO STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE SCALE:HALF SIZE SCALE,HALF SIZE SCALE.HALF,S1ZE SCALE:HALF SIZE „ fNWK.L BENNART, P.E t';s. ANY ANCHOR PER ANCHOR EDGE DIST. -. 1I-•�� /�i 1 SCHEDULE @ 18"O.C. EXISTING DIST, GLAZING SEE END SI7tI1Ct SCHEDULE FOIL I4fd('. No E004 u r� hl _ =N SPAN WHEN USIRG; - A ,ANGLE EMBED _ 11� 20,40a,40b LEG D RECITON II iI ---- Oj IK 4/ L/4' OR 8,B START o K OL EMBED. 17 g (INTERIOR) 17 z' 7C 17 _ ==_ MAX. WITH 21 OR 29,'Q'• TZ a ``� 4 r MIN.0.062"THICK 6063-T6 ALUM. 30— ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 EOGE� — -- --- _ (ANGLE LEG MAY BE REVERSED) 7 -- / //f/! 01 U DIST. 36. ANY ANCHOR PER ANCHOR FASTEN ANGLE TO TRACK W I i I ((2 ;!10x1'SCREWS AT �)aa c (g / 18"O.0 RRNER,TOP&BOTTOM;AND UL Sy Q W 0. SCHEDULE @ ATTACH TO 6.0 STARTER W/ f LO Z 13 / #12 x 1/2"GALVANIZED OR Z IN 13 / \ N 13 � 13 Al2 x 1/2"GALVANIZED OR S. SMS, S.S.SMS 3 16"6 ALUM.POP � �u / 0 9 W 3� 3/16"fd ALUM.POP RIVET,OR 1/4-20 ` RIVET OIi 1/4-20 MACHINE D"�w" _ 4 6.80"(TYP.1 USE(1)BRASS PUSH LOCK OR(1) J// MACHINE BOLT&NUT 018"D.C. ALTERNATE END STRIP DETAIL BOLT NUi @ 18"D.C. ; D (EXTERIOR) 5/16-18]�urlB scREw INTO THREADED. WIT11 6.8 S I AR FER AND ANGLE 01 " v INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANYTRACKBOK ES OLD W FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p TYPICAL PLAN VIEW HOLE SHALL DE 3/8"MAX WIDTH,UP TO PSF BPA G SCALE 3-=1'-0" 1"HEIGHT. I-WO(2.77 12 10B' R 72 2 8U USE(1)BRASS PUSH LOCK 132 7c OR(1)5/16-18 THUMB LOCKING DETAILS FOR 82 85" SEE END STRIP SCREW0 THREADED CENTER MATES SCHEDULE FOR MAX. WL A INSERT 37 A7 1/3 SPAN 70 2/3_ AN FROM SHOWN ON RANDOM ." SPAN WHEN USING 62 81" -N BOTTOMOF SHUTTER. 30 DETAILS 3'BIO(4.7") 82 �" 20,40a,40b OR 40c, K �+ RECEIVING HOLE SHALL BE O� 13 ap 7 3/8"MAX WIDTH.UP TO 1/4" OR 6.B STARTER uhi 1"HEIGHT, 3D ALT.1"BID 82_72 fhj _ AX, WITH 21 OR 25. a E�. m - lO) 02 95' D� J\\ qn n0 USE APPROPRIATE 2g a 132 71" A �,I ` STARTER STRIP TO III 6 4O 20 PROVIDE CLOSURE ` k _ R0.093* BUILDING CONDI NUNS. 0 `E971 13 23 10, B \- FASTEN STARTER STRIP a I (INSIDE) 0 6 CREW SCAT CORNER10TOP r ALTERNATE END STRIP DETAIL 8 BOTTOM rSCALE.3"=t'-0" ANY TRACK W/SCREWqw BD 18" BOSSES. a ]0 111^ SILL FOR GREATER SPANS OR LOADS TINN Vj SNOWN IN END STRIP SCHEDULE,END F N STRIPS REQUIREA L'XI•.090'CUP ANGLE 5M- MID"CODRNUSINGANYANCNORONTIE EXISTING GLASS c ----- '� - ` 0 Z ANLT IW SCIIEWIE!TTDE END STRIP. PS I 13 SCREW OR I19.70 BOLT TO ENDSTRIP. e0 v 30 Now USE(1)BRASS PUSH LOCK (INSIDE) d USE 11)BRASS PUSH LOCK a I- OR 11)S/16-18 THUMB UR I11 5/16-18 ThiUMB ID 13 ��a SCREW I 0 THREADED i 9 SCREW IpNp-�7)O THREADED ar INSERT 37 AT 1/3 SPAN SILL LAM INSERT T" AT t/3 SPAIJ Z a g TO 2/3 AN FROM 1 1 O 2/3 S AN FROM EI"/ia BOTTOM OF SHUTTER DOT TOM OF SHUTTER Y (OUTSIDE) RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP Tb 1"HEIGHT. 23 hag $ TYPICAL OUTSIDE CORNER CLOSURE 5 30q CCI DETAILS WO/CORNER POST .13 .J 30 CDPOEORFRNRLRNWOOPM NTS 13 31 3215 13 23 (OUTSIDE) 15-2339 SIL.I. ` USE(11 BOX LOCK AT 1/3 M9E DOWIFT199. {A SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER 1 TYPICAL INSIDE CORNER CLOSURE ¶9 CC2 MULTIPLE SHUTTER DETAILS WO/CORNER POST EISHUTTER ASSEMBLY /////'"77771� NTS Z(Su SCALE.3`=1'-0" LJ i Enu I { 1, - eL .. .. FMNK L DERNMDO/P.C.. CI CONNECTION TYPE 1g4Il JlIl,�:a REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAH. STRUCTURE � i SPACING ' MAX. I/4-20 19ACHINE BOLT i Cl CONNECTION TYPE [�,• \ REFERENCE ANCHOR 1/2""® W/NUT(°1 72"Cl C OR O SCHEDULE FOR MAX. 014 SMS(a 6"O.0 =t} 1 SPACING S�Z" (TYP.TOP&BOTTOM) ALUM. TUBE ' Ell L'u'll O2 FASTENERS 6063-T6 ALLOYwl- TEACH ANGLE- SEE TABLE A FOR SIZE. uM n5 OR 6 Ow0 /`3fOR� Z2 x 1/B• ALTERNATE TI1RU BOLT oOR 2"x 2"x 1/e'. C1 CONNECTION TYPE -._ ___ REFERENCE ANCHOR MIV.GLASS ¢OALUM.ANGLE Sf.HED111.E FOR MAX SEPARATION u M 13 i I;... I SPACING - PER TA.BLE2 I-d Zw ZI1`' TM pq THREE 3/16"0 ALUM. ° li 1 I!I 0- VETS POP RIVETS OR i1� IIc GLAS5 InwaQ THREE 1112 SMS,T YP. ° 17 I OR DOOR—II X�^vI F 0)�6Ly7"6 3/16"0 ALUM POP I I I `�` u F:I=-v' OIL ui RIVEIT [a 1BTOR 4412 D C.ITYP 115A(TfkNg7E �. -- SUOR 6OR !y@Y TABLE L(co) _ ( - PRESSURE VS ALLOWABLE LENGTH \ ` lw7 IHjI -\ 5 u MAY USE MALE OR PSF 2N.X,L6" 3x3'N.%8' FEMALE LOCH-SLAT. w 0 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 63 13D' 168' C5 CONNECTION TYPE Cl CONNECT101I T'fPE GUIDE TO BUSHING 7i 124' 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR "-~--I' WASHER ITYP.) 62 119' 172' NTS SCHEDULE FOR MAX SCHEDULE FOR MAX, 'i IIS 19 W•�$Q1g� 92 114" 165' SPACING14x3/."SMS(a 9"0.C. 1-a 13 0 ANGLE TO TUBE CONNECTION rn 182 110" 160" / � 2"x 2"x.125" Eli 120 109" 14T TABLE B(CC41 EXISTING HOST EMBED. 6063-T6 ALUM TUBE 2.8 rgrgqq STRUCTURE 5 CONNECTION TYPE *(i 150 9T 131" $ 2 - PRESSURE VS ALLOWABLE LENGTH ¢ 60" 114" �Jg'"' EDGE DISTANCE REFERENCE ANCHOR P6F WITH B/0 WSR11B/0 SPACISC DNG F_FOR MAX F o 62 113' 166" E FASTENER(vl 18"O C. Cb ALTERNATE BUILD OUT MOUNT SECTION 72 10T 15T USE ANY ANCHOR SHDWN 14T IN ANCHOR SCHEDULEI. SCALE:3'=1'-0" 92 95" l39' /�R• v� 102 90" 132' - - 128 83' 172" w ry 150 7q' 200 64" Hv=Oo 3/16 RIVET OR 012 SMS 090^6063-T6 IRtx GLASS —13 o Cut 16"O.C. OR 1/L-2 ALUM TUBE TYP. ✓� o -PARATION w w a1 Q UT&BOLT TYP,(, e F PER TABLE VI L D ut s E l 17 3/16"0 ALUM.POP d � GLASS 2 4 aQ< �a RIVET OR 012 SMS ALUM. TUBE z a OR DOOR o a F tl (D LB"O.C.(7YP.1 r4 -- mut 19 6063-7G ALLOY %••x 5".t/B" SEE TABLE B FOR SIZE.. 2 FASTENERS CONlIN0005 EACH ANGLE ALUMINUM ANGLE 1-x 2"x.093"60fi3-76 OPTIONAL ANGLE INSIDE o 3 16 @@@ THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 1T w �" 5 6 65 pl ALUI-I.ANGLE,TYP o POP RIVETS OR — 9 !St 17 THREE$11 SMS,TYP W EO E $�99 , {� o V.x 2"x 1/0" 4 CONNECTION TYPE Im �'® OR 2"x 2"x 1/B" I REFERENCE ANCHOR JAR >> E 17 ALUM.ANGLE "v"- SCHEDULE FOR MAX g �° --USE MALE OR FEMALE -- - SPACING WWROfff 6LMNff PZ LOCK-SEAL' EY.ISTINO CONCRETE, �.5�.Z339 13 13 BLOCK OR WOOD FRAMING BCAL6 OINSIDE SILL MOUNT SECTION 'A�IlO�—"1ONI 012 x 1/2"GALVANIZED (OUTSIDE) LE SCALE:3"=F-U" CC4 TYPICAL CORNER CLOSURE DETAILS DR RI SMS.21/16-0 ALUM SIDE CLOSURE OPTIONS POP RIVET.OR t/4-2U IJT'S MACHINE BOLT& NUT SCALE:3"=V-0" (a 1 8"0 .0 ; FNANK t.RENNA"p-L C5 CONNECTION TYPE 9FFl AL r6549 zo REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE 00 tt 5"MAX SPACING / GLASS a o 1"- GLASS ui Cl CONNECTION TYPE . 1/4-20 MACHINE BOLT OR DOOR v y OR DOOR----- w r u REFERENCE ANCHOR O �W/NUT Cul 12"O,[ 03 k 'Q N S 0*- SCHEDULE FOR MAX. 1B~` oli.SMS Ips 6"0 C.. NO SPACING -- - 130-ft MN 13 zLASSF Ium 1/2" (TVP TOP&B0TT6�! Qp:*_ 1/4"-20 THRU BOLT W/ GLASS XN�m EPARATION rove,.4 f2" -•�!:• Z "J - LOCK NUT 12'"0 C OR EPARATION a r w a N 14 x 1/2"5145 p 12"O C PER X 1u n z l- :E I- 1- OR 3/T6"0 ALUM POPMop _ w •I'1 12 x 1/2"SMS o 12"O.C.E.S. PER h TABLE 2 a O n O w (6OR f " g l'ABLE2 h RIVETS(u7 G"O.0 OR 7/I.••O L w O OR 6.J i� L O # OR E tS @ ALUM.POP w 5 ALUM.POP RIVETS(d 12"O.C. '`'m 1 ��s 1 RIVE t5(a 6"O.0 E.S. x 4 6: s/ )R 1/4'•m ALUM,POP RIVETS /� to 11 AND Q - .1 ; !2J / 3y(}a s @ 12"O.C.C.S.------ '- _1/4"MAX.FROM PIIJ MON GLASS a. , 1 J 1/4"MAX,FROM PIN ASSEMBLY SEPARATION 13 ]? O9 AND 10 GUIDE TO BUSHING 1/Y'TYP. G`UTDE TO U HNG PER TABLE2 Zr"" �}�(+' ASSEMBLY WASHER 4TYP.) WASHER I7YP.1 �- =xl"=w 14 i,1 �1Ypry / 1/2" 1/2"TYP EXISTING CONCRETE, W GLASS 111ppp111 wh zi,� UUJI WW ,y JJ ti BLOCK OR WOOD FRAMING 3 CONNECTION TYPE OR DOOR—yl - oNq 8 � w REFERENCE ANCHOR ll - X z D y I- ` 6; x r —C4 CONNECTION TYPF. D6TEDGE SCHEDUL E FOR MAX. F�oa Ow REFERENCE ANCHOR SPACING 2 0 C7 �' EDGE SCHEDULE FOR MAX GIST. SPACING AS SHOWN h ,V}y --C3 CONNECTION TYPE IN DIAGRAM ON PG.9 p :_n (S)OR 6 OR REFERENCE ANCHOR EXISTING CONCRETE, "I ❑ ` 3 D 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAM114G / Sp ACING ALT FASTENER /2., i/4-MAX,FROM PIN LOCATION.FRONT AND Cl C014NECTION TYPE GUIDE TO BUSHING REFERENCE ANCHOR 1/2" WASHER ITYP.) rn m V4"hIAX FROM BACK ANCHORS NOT REO'D {y)INSIDE MOUNT SEC((ON SCHEDULE FOR MAX. WITH THIS LOCATION �J / t W�d PIN GUIDE TO SALE:3"e 1'-0" SPACING 5 CONNEC11gN TYPE Irk BUSHING WASHER OA INSIDE MOUNT' SECTION ftEF ERENCE ANCHOR r e, s (TYP.) �,l 0•. SCHEDULE FOR MAX n SCALE:3"=1'- EXISTING CONCRETE, Spq CING G tg'0 m /I BLOCK OR WOOD FRAMI EMBED, 8 a [ry Cp BUILD OUT MOUNT SECTION _m&` TVP, BOTTOM EXtSTIIJG.CONC RE7 E, SCALE•3"=T-0" f g¢ BLOCK OR WOOD FRAMING - c Ej EDGE DIST, EXISTING E s NOTE:FOR DETAILS A.B.D,AND E ON THIS SHEET, �- a THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE STRUCTURE F4 WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR EMBED S CONNECTION) TYPE x A MiNMUM OF TWO SETS OF ANCHORS AND IS A FO E SLHEUULE FOR MAX, REFERENCE ANCHOR m >3 MINIMUM OF 12-LONG.THE SILL OR CEILING TRACK _ 5 6 SPACING SCHEDULE FOR MAX n USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 15 R 1 a w 1/2" t:f'R4/ � N CIL ASS u' w O OR DOOR MIN D a a 412x1/2"SMS m12'" GLASS 13 = www w l-� f C EPARA710Z, w DO.C.OR 3/16••8 ALUM, PER M zu0» PUP RIVETS@6"OC TABLE2 � wOR 1/4•'0 ALUM.POP X 4 n zh GLASS OR MN.GLA y 2 W.Z _ RIV'ET"S @ 12"O C. OInDOOR----((PCR TABLE 1A Z WN GLASS h,Z u p1 10 UPERiABLE 2 SEPARATION t7 oNa X W¢z �� PER TABLE - XZOZI AND E-'�2 1/4-10 S.S.MACHINE. C�0 p 4 1/4"MAX FROM PIN it'ry SCREW 8 IJUT @ ,_E en ASSEMBLY 1t2'• 1/2" GI NO TO BUSHING _ a 12"0 C. a o TYP, WASHER fTYP.) a � 3 OLASS OR ODOR 1/4"MAX.FROM PIM x UIDE I U BUSTiING w '4 CONNECTION TYPE 7/2" GUIDE 7U BUSHING a WASHER(TYP! REFERENCE ANCHOR O WASHER(TYP,) g�$ ,II £ EDGE 4 5 6 e EXI511NG CU NCRETC, DIST. SCHEDULE FOR MAX COPNCGIITALNKLEBlWY1DFE BLOCK OR WOOD EXISTING CONCRETE, SPACING'AS SHOWN 2 CONNECTION TYPE OR - FRAMING BLOCK OR WOO❑FRAMING REFERF NCE AONCHYOR IN DIAGRAM ON PG 9 REFERENCE ANCHOR 1.5-2339 SCHEDULE FOR MAX SCHEUVLE FOR MAX. � l _ "x 3^x I/4•'CONT -•,� 3 CONNECTION TYPE #12 x 112"SMS @ 12'• SPACING race wsauv_n?w 063-T6 ALUM,ANGLE REFERENCE ANCHOR SPACING ALT.FASTENER O.C.OR 3f 16"0 ALUM. LOCATION FRONT AND OLD TING CONCRETE, AY BE REVERSED •� _ SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS N07 REO'D BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING OR 1/4••0 ALUM POP WITH THIS LOCATION or WALL MOUNT SECTION RIVETS[D 12"OC. CEILING INSIDE MOUNT SECTION SCALE+3"-7•-0" \D {F )WALL/BUILD OUT SCALE:3'=r_o^ \1 SECTION SCALE:3"-1'-0" 0 YV t'. ' ppnNK L UENNMDO.P.E MN.GLASS 1111on/4�a9 :i:(, }i GLASS SEPARATION Q OR DOOR PER TABI.F.2 13 �` _ ` W O= 7;��5 DOORS URI-u in * NO P S w a GLASS OR HN G1n55 - - N W 0. u - DOD SEPARATION -� lb Nn .1q N X"" tt w PER TABLE 2 - .a Q=Q MN GLASS W J STA 0 p r w SEPARATION tt m R f PER TABLE 1 "'I'a tt J <O 1 V " N Boz mo FOW a w¢N "13 X wow Rl 2" Y LIz CI CONNECTION TYPE Q o11/4"MAX.FROM P114 GUIDE a REFERENCE ANCHOR TZo 26 a s SCHEDULE FOR MAX. a o3 1'U BUSHING WASHER ITYP.) L` 250" SPACING th I 7W01//."0 W000 - 44FI11--- LAG SCREWS @ 2r,•• C4 CONNECTION TYPE I• I .250" O.0 MAX WITH 2" REFERENCE ANCHOR / I� �`y b p THREADED PENETRATIONSCHEDULE FOR MAX. r M I 8 186 "T"INTO CENTER OF 2X STUDS O•/ SPG ANG EMB."T' 14 SMS 9 MIDSPAN BETWEEN STUDS FOR TRACT(TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION Fri STUCCO FII4ISH 1•• r,••x.125" 16' T6 ALUM.TUBE �nl P `/U DECORATIVE: FLOOR TRACK DETAIL V WALL MOUNT SILL DETAIL to THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=T-0" 0 SCALE:3"=1'-0" �lyy W EI EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING. h @all o�� O WALL MOUNT SECTION 7AL ETMAY 0 l= U' B�Al USED Z SCALE:3"=1'-O" _mom T P Eo ACCORDION SHATTERw ¢ a PER PRODUCT APPROVAL I- i -GLASS 1= o MN GLASS OR DDDR r 1O I 'O SEPARATION " II PER TABLE2 = n EXISTING WOOD(G=0.42) APPLICABLE AT TOP -- " TRUSS OR RAFTER .p AND OR BOTTOM X a X 4 [�24-hIAX.O.C. 1-1/2'1-1/2" n - F " F vai EXISTING FINI511 i 2"0113" MATERIAL 5 6 - \_TO BUSHING FROM FIN GUIDE A x . x ANGLE 6/Tf Ii i w 5 1/2"MIN. TO BUSIiII.1G WAShIEN(TYP 1 (1 /II II a) B R 2.175" ALUM.ANGLE 41/THREE I I S 2"x 3"k S�"x CONTINUOUS OR 3 t6 1/4"TILE IT 1/4"a WOOD LAG I I I I I w tZ 2'x2"xl/e"xCONTIN0005 FINISH MAT ERIAL SCREWS WITH 2-3/ I gp al o� qq �A 6061-T6 ALUMINUM AN LE 3/4"PLYWOOD MINIMUM THREADED PENETR."T"IN WOOD(D 5 G i 9'MIN.THICK 6061-T6 ALUM TRACK X 1/4"m A325 GRADE THRU BOLI'Cd 7"U.C. EACH RAFTER OF TRUSS. s! 51 4 ANGLE FASTENED TO FASTENED TO ANGLE WRH 1/4-20 E OR 5/16"m A325 GRADE 7HRU BOLT[ln 12"0 C. 24"O.C.MAX WHERE - MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND EXISTING KSI CONCRETE y gI AND 9.O.C.FOR THE BALANCE LAST TRUSS MORE THAN n W g Epp 6 (tlF HOST STRUCTURE WITH EI 0 �— 1/4"0 ELCO ULTRACON TO CONCRE T'E/CMU ,yQQ %rO ELCO ULTRACONS AT 6", T TRU O ANGLE 70 K 12 ilk EXISTING CONCRETE HOST � 5"O.C.W/1-1/4"MIN.EMB. a 3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3D00 PSI MIN) OR 1/4"0 LAG SCREW Cm 9"O.C.W/1-7/0" NEXT TRUSS. I-w FOR BALANCE WITH 1% MIN.EI•IB. IN WOOD SG=0.42.TO 0.55. r I^s o MEN EMBEDMENT AND 21l1" MAX,DESIGN LOAD AT 5'•0"MAX SPAN 1 1� "W w @@@ EXISTING COIJCREIE. =F L �EDGE DISTANCE, 3 62 P.S.F. HULLOW BLOCK OR �' 0 O-a WML@IW°DPA STAGGERED WITH 3"MIN. MAX DESIGN LOAD AT 6'•D'MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. ¢"r tt a~ 15-2339 SPACING.TYP. t52 P.S.F. A14CHOR SCHED. ALUM ANGLE(6063-T6) .BASED ON TYPE OF DUILDOUT MOUNT STRUCTURE a IIAel OlKllVIl0111 FIO IMAX.DESIGN LOAD x 72 P S.F [ 1 SCALE NTS __-_ PASS THRU DETAIL �K�' Hb SCALE+3"=1'- OK TRUSS MOUNT SECTION °yy SCALE+3"-1'-0•• EXISTING HOST ALT.LEG DIRECTION 41REOp1654 xl/" v,E. 9 ,p E'. STRUCTURE 1/4"ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN 1 ��/i/ 't' EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE -• ASSEMBLY EDGE OF SHUTTER, SHUTTER BLADES :�AX (2)6063-T6 ALUMINUM 5 TOP OR BOTTOM -- ANGLES PER BEAM END,SIZE `(<:. _0760046549 i/2' PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - DESIGN SCHEDULE Iv :•�` EDGE OF ACCORDION z ACCESS HOLE /-1/4-20 MACHINE BOLT W/NUI �O"�'.• E F SHUTTER BLADES E d - 12"O,C OR 814 x 3/4"SMS 6"O.C. `Cis• 4-167 4 -I TYPICAL II 1/2"MAX. /��/S 1 9 5 6 _ �t�L� .5 3'MIN 316 u' :ll F UI y4 �W 5 2.875"0 HOLE(TD RECEIVE - DISTANCE MIN.GLASS 13 a z W ZX °dN 0 ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION 25 W �„w MAXIMUM OF 3 WINDOWS GLASS OR o 0 C, PER EVERY OTHER BLADE DOOR 3:o N K 4:N.6 1 LIGHT-N-VIEW WINDOW NV "0 o EDGE r3/2"MAX tw N .i g N.T.S. EXTERIOR ELEV N pm DISTANCE 5 6 W 3 16 I/t"11Ax..ROM PIN GUIDE G TO BUSHING WASHER(T YP 1 n W F o FP aACCESS 114-20 MACHINE BOLT W/NUF 0 �i 1/2. HOLE 12`0'C OR 014 x 3/4'SMS 6"O.C. N�2 2.875'0 HOLE TO -6 - SPAN TUBE PER w RECEIVE ROUND EMBED. I DESIGN SCHEDULE h $ WINDOW ASSEMBLY _ 1/2• �(2)6063-TG ALUMINUM •S � -MAX. ANGLES PER BEAM END,SIZE PER SPAN TUBE SCHEDULE .p t HOST 1/4"0 THRU BOLTS SEE BEAM d STRUCTURE SCHEDULE FOR REQUIRED NUMBERS E`z 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B'MIN YF EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM SPACING,AND 3'MINIMUM EDGE DIST&3 p 0.325" 0.032" 0.032" }-0.125' MAX.DESIGN LOAD=t 72 PSF a o g SPAN TUBE SECTION N.T.S. VERT SECTION R S4^ L SPAN TUBE SCHEDULE � G / \ ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE ANCHORS PER TUBE SHUTTER 9PAH THRlF80LTG ANGLE LENGTH d + I S ROUND SIZE SPAN ____ WINDOW TOP 80TTOM TOP BOTTOM TOP BOTTOM TOP 1BOTTOM g a g I ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE TUBE TUBE }}} 60" 123.8' 135.2• 2 2 2 3 4' 7" ^� 2•.x67 �I BB' 1°1.7' 94.4- 2 2 3 3 7" T 2>t�U E 123" 89.9' -1674•_ "2 2- 3 - _3 - . -7' Q9 00' 129.1" 167.0' 2 2 2 _ 3 4' 7• \ _ BB_ 114.0• 124.1__ 0.126' 123' 102.8• 109.8• 2 2 4 4 10"� e ` i 10" 13°.0• 108.8• 2 2 3 3 7' _7" N 02.875" -- (--(0.188• ( U.1Y6' B6" 1221. 155.7' 2 2 3 4 7' 10• Y 03.250" ( 123' 1f5A• 137.6' 2 3 4 5 10• 13' e 9 QIepLI 80" 158.1" 240.0_ 2 2 3 4 7' 10• !p / 27110x �. 140.8' 228.9' 2 3 A - E LIGHT-N-VIEW WINDOW `\ �/ °7875 - 203.1' 3 -4 - _ 5 7 19 - �o 4M WF00QIIT8NHLBfWECPE - 29 N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB - ���� SPAN TUBE SCHEDULE NOTES: % % ^ANGLES FOR 2"x5"&2"X6•BEAMS. 15-2339 2. USE 2"xS'xl/4"ANGLES FOR 2"x8"&2"x10'BEAMS. y EE 3. USE BEAM SCHEDULE FOR DETAIL 3/8. EACH OpcRt m Q_m' 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH 0111ER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND z 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 EXTERIOR ELEV ABOVE A96 BELOW THE BEAM. 8 N.T.S. 6. LAP BEAMS ARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O y ry r; L ANCHOR SCHEDULE: CONCRETE FRANK L 6ENNARDpf P1E.t ~.-.•.�.�.• 11 t i r PE0666519 �I.q:.l:'1 25'MIN EDGE DISTANCE Spens Up 7p 6'•p" Spans Up To 013" spa-Un TO IT-O" 0 TOAD CONN WFE CONN TYPE CONN ttPE. 4P,•' i _ o ANCHOR x (�0 CI C2 C3 C4 Ca" Cl C2 C3 ( C4 CS Cl C2 1 C3 C4 I CS 1/4"ITW TAPCON OR ELCO 43_26.0 16At ISA"18.0"AE 16,0"AM 9.0" 1314"100"16-0194"1 5.5' 05" 14.5" Np PEO04 ULTRACON WITH 1-3/4" 53 16.p"16.0"105"I4.S'26,0"10,0^72.0"7.0" 10.5'•16.0"15.0"' 7�5" 4.5" 7.5" 10.5" - r�pp EMBED(3192MIN CONL) 62 16,0"15,0" 8.5"' 12.5'ICU"ICU" 9,5" 5,5 0.5" 15.0"Y5.0•' 7.5" 4.5" 7,5" 10.5" _� * p •�f4 16.0 33.0 7.0 11.0 28.0 25.5 0.0"SA"9�5" SLS"35.0"_7,6" 9.5"7.5" f4_S" � Z ; QN �- ' .211. - - - 7 it=J CDMOiNA TlO _ 100 15.0" 7.5" 9,S"' 7.S" 10.51,15.0• 7,5 SS" 7.5" 10.5"15.0T 7.5" 4.5"-7.5" 10.5" 2 K 5 ITY M.T STATE p ¢ Ln Z 9 70 COMBINATIOFF• R t/4'MILLENIUM MIlIpABT-- 43 28,0"16A"i5A"i6A"SG,O"16,0"16.6" 9,0" 13.5"16.0"16.0" 0.5" S.5" 9.0° 13.5" �1�� '•.,tOR4p �! 8 WITH 1-3/4`EM ED(3275ps1 53-•lB.O"16.0"I].0"15.0"16.0"SG.0"f1.o" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.S' 9.5" - - �iT t9j "'•" MIN CONCRETE) 62 SGA"i5A'" 11113.0"26,0"16.0' B.5' 5.5" 9.0" 13.S"13.5" 7A" 4.5" 7,5" 4•`S" O �i�ANAL p = 1O 18.0"12.p' 7,0,"' 1110"I6.6"14A" 7.0" -4.5" B.0" 3p.5"BF-SF-7.0' 4.5" 7.5" 9.5" - t __ ___ _ TOO 13.5" 7.4"' 4.5" 7.5' 9.51" 13.5" 7A" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5"" 7,5" 4.5" III 1ggi�} 1/4"ELCO CRETEFLIX 5S4 43 V 16.61 16.0"16.0"lG,O"16,0"15.0"15.01•13.5'16.0"76.0"Y6.0"1t5' 8A" 13_0"76,0" Z}f' N SI�, WJ$EMBED(3350P31 MIN 53 16.0"16.0"1fi.0"fire 16A"16.0"16.0"10.0"13.5'16.0"16,0"10,0" 6.5" 11.0"14.0" UST 7.x 5 1TYPJ 14.11 CONC) 52 S6J0"15.0"12.5"t6.0"306••16.0"12.5" 0,0" L31W 16.0"16.0"10A" 6_5' 11.0'•14.0" w � 1111111Tr 70 16.0" 16.0"16.0"160"]0_5_' 7.0" 11,5"15,0"I6,0"10_.0_' 6.5" 11A"!±.O'- 1- al N(y E �C3 IOD 16,0"20.0"6.5" SIA-14.0"1001 14.0" 6,5' 31.0"34.0" "10.4"6.5" 11.0"14.0" tCp _1"MIN EDGE DISTANCEO tU IU -- NOTE "S"INDICATES ANCHOR SCHEDULE SPACING C2 �^ CS C3 C4 CS C1 C2 C3 C4 C5 CS C2 C3 C4 CS R 1/4'ITWTAPCONORELCO 43 160'16.0" 7.5" 8.0" 115.0116.0"116.015.0" 5.5" 16.0116.019.0"9.0" 3.0" 4.0" 14.0" SPACING DIAGRAM FOR C2 & 'C4 CONNECTION TYPE: ULTRACON WITH 2-314" 53-26.6"16.0" 5,5" 6.5"' 16.0^16.0"12.0" 4.5" 16.0"14.5-17.5- 10.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE911 EMBED(3192011 MIN CONC) 62 16.0"15.5" 4.5" 5.5" 16,0"16.0" 9_q" 4,0" 14.5"14.5" 7.5" 10,0" ANCHURS ONLY n �_. - C4 CONNECTION TYPE USING PIECE ©WITH _70 16.0"12,5" 4.0" 5.0" 16.0"15.0" 11.5" 11101114.511111� 7;_5" M_10" OUTSIDE ANCHORS ONLY W1 ' 7,5" 100 14.5" 7.5' 10.0"14.5" 10.0"14.5" 7.5" 10.0" A 3(4"MILLENIUM MlI1fA5T 43 16,0"16,0"12.0'13.5'•16.q"SOD_'1.3,0_' 05" 9.5'" 16.0"13--y0" 7.0" 4.0" 6.5" Y05" WITH 1-334°EMBED(3275ps1 53 16_4"76.0"_8,0•' 21_0"16.0"16,0" 9.01' .5.0" 7.5" 16.0"30S 5_5" 5.5",7.5" umiT E MIN CONCRETE ANCHOR NOTES: - .1 62 16.0' 60" 9.0" 16.0"13.5"7.0" 4,0•' 6,5" 17.0"20.5' S.5" 5.5" Y.S. - + 70 16.0" 9.5" S,5" 0.4" 16.0"SY.S• N.T. SS_ E.5" IO.S"5S" 5.S" 715" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING t' 100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" S.5" 7.5" itl.5••5.5" 5,5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ! O¢ 1 _z-134`Mtn EDGE DtSTANCE LIMITED TO THOSE SHOWN IN TABLE I(P9 1), O 2/4'ALL-POINTS SOUR-SEL ON W.it U ANCHOR W/7/B^EMBED& CS C2 C3 [A 6 CI C2 C3 C4 CS C3 C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, x 3 134-20 SS MACHINE SCREW 43 16.0"15.4' 8.5" f0-5"16.0'•iG,O'22.0"Bw5" 7.5`' 76.0"125" 15.5" 3.O" 5�0" 10.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR •p T� 3000 sI MIN CONC - . -- EQUALTO NEGATIVE OESffiN LOAD ON SHUTTER AND SELECT SPAN GREATER ( P I W53 16a"15.0 6.5" 8.(r' q.0"6.0" 155"10_0" S.o" 4.0" 7.0" InnAAnN OR EQUAL 70 SHU'f1ER SPAN. '�° E 52 16.0'1 11.4' 5.OT 7.0" 16.0"12.5" 6.5" 3.5" 5.0"10.0"10.0" 5.0" A.D" 7.0" E " 70 16.0'" 9.0" 4.5" 6.D" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. E IDO 10.0" 5.0" 9.0" 7.D" 10.0' S.0" 4,0" T.0" 10,0" S.0" 4.0" 7,0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASIM C-90 HOLLOW CONCRETE l E g 3 2/4•ALL-POINTS SCUD-SET _ 3"MIN EDGE DISTANCE. _ _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR FROPER ANCHOR W/7/B'EMBED @ Cl C2 C3 I Cq I CB I Cl I C2 I C3 I C4 I C5 I CI I C2 C3 CR C5 ANCHORTYpE BASEII ON'iYPE OF EXISTING STRUCRIRE AND APPROPRIATE CONNECTION TYPE.SEE CONNECttON DETAILS FOR IDENTIFICATION OF 134-20 SS IN CHINE SCREW 43 16.0 16,4' ifi.0"16.0"16.0"Sfi.q"26,0"i I.S'16 4"115.0'"115.0_11.4" T.9_11.0"26.0" CONNECTION TYPE. (3000051 MIN CONC) 87 16.0"16.0" 16.01 SG.p"16.0"14,0" S.S_13 5'115.0"16.0" 8.5" 5,5" 9.5" 12,0" 616 Q' 15.4"10.5"26.4"l6.D"16.6"11.61' 7A" 73.0"16,00 16.4" 8.5" 5.5-19.5-1370" S. ONLY.ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE S JO 16.0" 9.0" 14.0"'16,0"16,0" 9.0 Fi 100 16,0" 8.5't. 5.5" 9.5" 12.0"16A" 8.5 5.5" 9.5" 12.0"16.0" e.5" 5.5" 9.5" 12.0" 6, THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 4' 2-5/e'MIIN EDGE DISTANCE IN ACCORDANCE WTfH MANUFACTURERS'RECOMMENDATi0NS,EMBEDMENT 1/4•POWERS 55 PROP-IN __ LENGTHS SHALL BE AS NOTED AND OO NOT INCLUDE STUCCO OR OTHER W3 3(4.20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 GS Cl C2 C3 C4 C5 FINISHES, r� CONC)ED(3000051 MIN "53 16.0"16 0" 9.5"14.0"16,0'16.0_19.5' 6,0" 10.0"16.0"11,5" 6.0"-d 00' Y 0° 830" 7. V//�R�Y FIEELIDSVEERIFY THAT STRUCTURE WOOD INTO ADEQQQUATE WOOD CONDITIONS 62 Z6.0"12.5" 75" 12.0"18_0"24.5' 7.S" S,0" OS" 11.5"13.5" 6,0° 4.0" 7,0"8.0 MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD Lr ACCEPTABLE ONLY FOR 8 16.0"12.0" 6.0" 4.0" 15,0° 4,D" 7.0" 8.0" SIDE CLO�URE PIECES. Q �a 111.51116.0" 4.0" 7.0" 9.0"111.5•' 6.0" 4--'17 11" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 134•POWERS SS DROP-IN 3-132' IN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x l`(MIN. WOOD STUD.3 4' EDGE DISTANCE i5 ACCEPTABLE FOR WpOD FRAMINCa. �G SCREWS SHA�L 6 sC 0 d a WJ Sj4.7A S6 BOLT ANO CS C2 C3 C4 CS Cl C2 C3 C4 CS Ci �CZ t3 C4 CS HAVE PHILLIPS PAN HEAD Oft HEX HEAD. R i"EMBED(3000051 MIN 43 16.0'16_0"15.0"16.0"16.0"16.0"14"S" 9.0" 13,5"16.01.15A" 7.1 5,0" 9A" 12.0" d CONC) 53_16.0"i6A"10_5"15.0"16.0"16.0"70.0" 6S" 10.5"16.0"12.0" 6.0" 4.0" Z5" E.5" 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN e p 62 16.0"13.0" CO"*22.5"26.0"15.0" B.0• 5,4" 9,0" 72.0"f2.6" 6.0" 4A" 7,5" B.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAR,OR WAFER 7 " - HFAII(SIDEWALK BOLT),U.O.N. oil 70 !fire 10_5" 7.0"11.0"_16.0"12.5" 6.5" 4.5" 8.0" 9.5" 1$,0" 6,0" 4.0" 7.5" 0.5" g '100 ]2.0"•6.0" 4.4 7.5" 8.5" 12.0" 6,0" 4.0" 7,5'.' 8.5" 12A" 6A" 4,0" 73" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. j __T _--._ 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, fel +t22 SMS WJ 2"EYEWAU. CI C2 C3 C4 GS Gi C2 C3 C4 C5 Ci C2 C3 CR CTi NUT OR WASHER WSNGNUT. ARMORINSERTW/2"EMBED 43 I6.0"16.0"11.5'14.0"16.0"16.0"16.0" 7,5" 10.0"16.0"16,D" 9,0" 4.5" 13.5" OBRML�WDpP.E (2000PSI MIN CONC) 53 16.5'16.4" 8.5° 11A"iG_4"i6_0°_ii a"_S,S" 8.0" 16.0 14.0" 7.0" 3.S` 5.5" IQ.O" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. �,�_z 3� 62 16,0"15.0" 7.0" 9.5'" 16A"16.4" 9.0" 4,5" 6,5" 14.0"14,0" 7A° 3.5' 5.5" 10.0" I2, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TQ -9-CA-M-1 - - 70 16,0"12.0" 6,0_ 8.0" 16.0'"14.S' 7.5" 4.0" CO"110,5"114.01 7.0"3.5" 5.5" I0.0" CONCTib�fE SCRLEWS TO H4L.OW BLOCK LD IMPACT DRILLS BE USED TO INSTALL Free���, "- 100. 14A" 7.0 3.5" 5,5" 10A"14.0" 7.0" 3,5" 5.5"_SO,MO"14;0"_7.0" 3.5" 5.5" 20.0" a125M5 W/2.75'EYEWALL 43 16,0"16.0"16^0"j6.0"160"16.0"16.0"11).0"14.0"160"Is. 8.0' 9,5" 16.0" ----- - - ARMOR INSERT W/25" 53 16-vi6A"12_0" 26.0"16.0'"15,0" 1,5" 1 1,0 36.0"160" 9.0" S.0" B,D" 13.0 EMBED 2000MIN CONC 62 16_0"16.0" 9.5" 13.5"16.0"16A"11.5" 6.5" 9.5" 16.0"16.D" 9.0" _.._._ 70 16A°!6A" 8.0" 12.5"15.0"26,0" 9.5" 5,5" OS" 24.0'•76.D" 9.0" 50' OA" 13.0" � 100 16.0" 9.0" 5.O" 0.0" 13:0 16:0"-9:0"- 5.0"--8:0"-13:0"FWD"-9:0"- 5:'0"--B.D"-33A" -----------------.- _-____.__ -__ �_-_ ------------- • • }j,, myAkma • � • � � ���� L•SJII®�7 �' -�' ��ET�E4� EI�If€E91 � n f �o� : Mall /f � 1 . AM 1/4*ITW PCON WITHm� iiia�rc /��r//rrrr'r �r/�%r//sir%// /%��u �mEXuem r�r���iiirr rr�m INr/rWlrrrc // wo � j/i m �/r ///,irf%i/ri��rt% �irrr�r%/%//rr�' %�/� � � i - ..•.,. �rrar� � �r ORii� m�rf rir�ir, = ANCHOR W1 1-114'EMBED MILLENIUM MILLFAST eWri�/'�%rrif///r it ��%',�" •; '%���� � �� � % +�' � ,��%/� • ///. /;�i/� , . � ' ® ;rte ////r,//LA%/6%i �%/%'///�%/yi��7iU////Jr/r�;//%r//f.%® • .//.L'!51 • � � [9�����`'' �mm ammim�mmmV MEMO ®�1//'r/•'/rJr%r//rr//�%�f7�%�f���y��/il�% �'�//r/1.,��.�%i �����®%r�/r/ •���[������ Vii,/ , %� %! !/ 'r �� , ririiri/iiii���riii��r/r�a/r.�rr��i���/yarr�,ry.�i,.irr✓i�/arr��i� �c�rr//may/�®�r��a °-.,L r�/ii/iiiiarrrrr�/�/i.�i�r•�r7fir%rli��i/li/ir,Orm fiirr / MI.�?�rri�¢��¢�ilif'offilall% �. F�IVI��; � .�. el ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ]RANK LBENNMDO,P.E. ````1111111111 APE0046549 .I,',^":fl;l 2"MIN EDGE DISTANCE _ 1 C1�`••• _ �i Spans Up To 6'-0" Spens Up To B'•3" $pans Up T0.12'-0' LIC ' - LOAD CONN TYPE CONN TYPE CONN TYPE ""- s ANCHOR (PsU CI C2 Cl C4 CS Cl C2 C3 C4 C5 Cl CZ C3 C4 CS =* NO PEONES X12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5"14.5"16.5" 15,5' 8.5" 4.5" 4.0" 7.0" - ?: ARMOR INSERT W/1-1/4' S3 16.0"10.5" 5:0" 7.0" L6.0"13.0" 6.0" 3.5" 5.0" 70- * ul EMBED ,62 14.0"7.5" 4.0"6.0" 14.5" 9.0" 4.5' 4.0' 7.0° 7.0" 3.5" 3.5" 5.0" •/7� ...C}}} s m 70 11.5" 6.0" 3.5" 5.5'_12.5 7,5" 3.5" 3.5" 5,5° 7:0" 3.5" 3.5_ 5.0" �.�-'. STATE OF 100 7.0 3.5" >/3.5" 5.0^7.D„ 3.5") 3.5"•5.0' 7.0" 3.5" 3.5" 5.0" IN 1 o W u ANCHOR SCHEDULE., WOOD (G=0.55 NqL E - -I 3/9 MEN EDGE DISTANCE gggg � G Spans Up To 6'-0" 5nans Up To O'•3" Wiens Up TO 12'•0. pn 9 � lY LOAD CONN TYPE CONN TYPE CONN TYPE gg u� O ANCHOR (P60 CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 C4 C5 W sj r4 °� 1/4'LAG SCREW WITH 1-3/4'_13 16.0"16.0 11.5 1Z.5 16.0"16.0 16,0 7.5" 9.0" 16.0"16.0"14.5" 4.5" 6.0" 16.0" }r�" t7' MIN THREAD PENETRATION 53 16.0"16.0" 8.5"_10.0"16.0" 16.0" G,0" 7.0" 16,0"16.0"11.5 4.0_5,0_16:0'! IO 0.'&H �ii 62 16.0"16.0"7;0" B.5_' 16.0"16.0"14_5" 5.0"_ 6.0" 16_0" LL5" 4.0" 5c0° 16A" Wow O w �Lit1111Cp- 70 16.0"16.0" 6.0" 7.5" 16.0"16:0"12_5" 4 0" 5.5" 36.0"16.0"L1.5" 4.0" 5.0" L6.0" 100 15.0"11.5" 4.0" 5.0" 16.0"16.0"1L5" 4.0" 5;0" 6 „ 7/16'WOOD BUSHING WITH 43 16.0"16_0" 8.0" 10_0"16.0"15.5" B.5" 4.5" 7.0" 15_5' B`5" 4.5" 4.5" 7.0" Fi d 1.13"MIN EMBED 0.1/4.20 53 16.0"IDS" 5,5" B.0" 16.0"11_0" 6:0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" u S5 MACHINE SCREW 62 14.0" B.0" 4.5" 6.5" 1q.5" 8.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" /4.0" 5.0" - - o 70 12.0" 6.0" 3.5" 5.5'!"12.5" 7.5" 3:5"_ 4.0_' 5_5" 7.0" P" 100 7.0" 3.5" 4.0" 5,0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.S" 4.0" 5.0" 3 *14 SMS oR 414 wooD a3 16.0"16_0"12_5'14.5_'16.0':16.0"16.0" B_0" 10.0"16.0"L6.0"11.5" 5.0" 7.0" 16_0" m SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0_16.0" _" 6.0" 0,0" 60" 6.0 30 10 0"7.0" 16.0"16.0" 9.5" 4.0" 5.6" 13.0" THREAD PENETRATION 62 16.0 16,0" 7.5" 9.5" 18:0"16.0" " 5. 1 A 6 " 14.0" 6.0" 9.5" 4.0" 5.5" 13.0"16.0" O4.5�pppgp Nwa rn�!? a 100 5 " :3 c°O n0m 0� Wr ANCHOR SCHEDULE: WOOD (G=0.42) 3/4'MEN EDGE DISTANCE - < WAD Spans Up To fi'-0" ,Spans s ANCHOR (PNlONN TYPE CONN TYPE CONN TYPE R Cl1 C2 C3 C9 CS C1 C2 C3 C4 f5 C1 C2 C3 C4 CS Zc g iB 1/4P LAG SCREW WITH']-3J4 43 16.0"16.0" 9.0" 10.0"16.0"Ifi.O".I6.D" 5.5" 7.0" 16.0"16,0" 9.5" 3.5" 4.5 15.0" $ MIN THREAD PENETRATION 53 16.0"16.0" 6.5" B.0" 16.0"16.0"12.5' 4.5" 5.5" 16.0"15.0" 7.5" 3,0" 4,0" 11.0" g ry 62 16.0"16.0" 5.5" I,. 16J0..16.0" 9.5" 3.5" 5.0" 15.0"L5.0" 7.5"3.0" 4.0" 11`0" •t v ' 70_1fi.0"13.5" 4.5" 6.0" 1fi.0"IfiA" BA" 3_0" 4.0" 11,5"15.0" 7.5" 3.0" 4.0"ILL E 100 SSiO" 7.5" 3.0" 4.0" 11:0"15_0" 7.5" 3.0" 4.0" 11.0"15_0"7.5" 3_B 4.0" 11_0" 5 W -__..__-__..-. _ ._. _.._ _ _ ry o 7F 14 SMSORf14 WOOD 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"-7 SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" B.O" 16.0"16.0". B.5" 4,0" 5.5' 16.0"LD.S" 5.5" 2.5" 9.0" 7.5" 0 THREAD PENETRATION 62 16.0"11.5" 5A" 7.0" 16.0"13.0" 6,5" 3.5" S.H. 10.5"10.5" 5.51.' 2.5" 4.0" 7,s" d �' p11e 70 16_0"_9.5" 4,5" 6.0" AK 11.0" 5.5" 3.0" 4.0" 6 ! 10.5'; 5.5"__2.5" 4.0" 7.5' Q 100 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" E� ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK o1 I°t 4"MIN EDGE DISTANCE ban --- Spans U�p 6_-D'-D" Spans UO To B'-3" Spans UD To mo. G LOAD CONN TYPE CONN TYPE CONN TYPE 9 = ANCHOR IPSO CL C2 C3 C4 CS Cl C2 tl C4 CS Cl1 C2 C3 C4 CS gl 5/16"Ii1V CON%L W/ 43 16.0"16.0"16.0"116.0"116.0"16.0'16.0"15.0"116.0"16.0"16.0"15.0=9.0 19.0 16.0" EMBED 53 16.0"16.0"16.0"16_0"16_0"SG_0"16.0"11.0"16_0"16_0"16.0"12.0" 7.5" 12,01,16.0" Y 62 16_0"IG.O!'14.0"16.0"16.0"I6A'15:0" 16.0"16_D"12.0" 7.5" 70 16.0"16.0"11.5"16.0"16.0"1fi.0.12.5" 100.16.0"12_0" 7.5" 12.0"16.0_16.0°1212^0" 7.5" 12.0"16.0"1616^0"432.0" 7.5" 12.0"16.0" *� Gp 5/L6'ELCO ULTRACON W/ 43 16.0"LGE110.5"14.0"16A"16.D°10.5" 6.5" 9.5" 16.0"11.0"�5.5MEN 6.5" 9.0" COPYN9R/I1N1(LaBIWmOfB 14 2-I/4"MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0' S. 1.5" 13.5" 9.0" 6,5" m fit 16.0"10.0" 6.0"_ 9.0"416.0"11.0" 5.5" 6.5" 9.0" 9.0" 65" 15-2339 5 ' 70 15.0" 8 0" 5.0"X8.0"._15.5 9.5 5.5 7.W 9.0"/ // 6,S' tea , 9A" / 6.5" 9.11" 6.5" yApe oEsauvnoh1 2"MIN EDGE DISTANCE C3 C4 6_ Cl C2 C3 C4 CS Cl_ C2 C3 C4 CS x12EMS W/2"EYEWALL 43 16.0"16.0" 9.5' ]3.5" B.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5' "99 ARMOR INSERT W!2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.D"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5"1 B.5' ti 62 16.9"113.0"1 5.5" 7.5"116.D"14.5" 7.5" 3.5" 5.5 12.0 11.5 6.0 3,0 4.5 8.5 _ ANCHOR NOTES;SEE SHEET ---- _-9_FOR.ANCHOR NOTES.________ 3.0" 4.5" 8.5"111.5"1-6:0"-1 3.0"--4.5"- 8.5"-- -----