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HomeMy WebLinkAboutProduct Approval -FL13757-R6 • • r' ' •� •.t..-,4 a9t it „tomirrybs vt, I ' " ,-,44 ` ' ,„, q e ` wwy t . F SCIS Home . Log In User Registration Hot Topics i Submit Surcharge 1 Stats&Facts i Publications • FBC Staff i SCIS Site Map i Unks 1 Search d Fiba , Product Approval — :USER:Public User o.ONe s, Product Approval Menu>Product or Application Search>Application List>Application Detail ' Yr' g",,,, . 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 Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L_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. i Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeoi.pdf FL13757 R6 COI Indep2.pdf FL13757 R5 COI Indep3.pdf , Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Equivl.pdf FL13757 R6 Eauiv Eciuiv2.odf FL13757 R6 Eauiv Equiv3.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 • Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 • Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evall.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 Dwa2.ndf 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"I for use with essential Facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwa3.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.pdf 'anchorage,etc. Created by Independent Third Party:Yes . IBackl IZEM Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida,::Privacy Statement::AccFsslbillty 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 with an email address,if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to! supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hem. ' Product Approval Accepts: r I Credit Card • Safe • Securi1y471• acs' • 6.8 STREAMLINE SHUTTER " YY/�' K659� Lrv'E, ., FOR USE WITHIN AND OUTSIDE THE HVHZ Na PE0046645 •• GENERAL NOTES: IC: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING =*' CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - * ZONE,AND THE INTERNATIONAL BUIWING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE • UNLIMITED WIDTH- ---;?),C) Ih ci sq (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN %O STATE of '' _ ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION % �,'•, TSD w $ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE %.s ••. RIOI, „w m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S •'a REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE • P'// NT�C.CH UJ 2ID/I.' it FLORIDA BUIWING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN III - .. 'g € PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z¢ ; U 3 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. • 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 I� $ b SAFETY FACTOR. Z 114 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND I T W W u�9 tl ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL, PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. W s=�j 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND tit w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. g y� Wow " 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w w 10 10.D DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 c SHALL BE USED. z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y 1. SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 11'` "' , w f5 61G15-23OFTHE FLORIDAADMINIECODE. a10. THESE APPROVALCUMENTSARE SUITABLETOBE APPLIED BY THE CONTRACTOR PROVIDED THE (ef or w B d mCONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR N( Mil o `g VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM v , �' THE STRUCTURAL SUBSTRATES DETAILED HEREIN. c s 1 s e 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ¢m DOCUMENTS. HURRICANE PROTECTION -'° 1 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING -I407TOM _ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK l� SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE K7 LD DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 3 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 0 5 g INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDIONS 1FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1885 E1996&E330 CD SHUTTER ELEVATIONTAS 201 202&203 aFLORIDA PRODUCT'APPROVAL NUMBER N.T.S. EXTERIOR ELEV h TABLE 2: 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. o 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 AWN.ALLOY. b. g 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ NON•HVHZ ESSENTIAL 3` = tl BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES I3 ?; i 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 8 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER NS ATI AL INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS STALTLOsI a T4 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN IN5 ALABOVE S 30'ABOVE 5 ABOVE STD'ABOVE 211 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. dd 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE d 6 d . 2 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 IS POSSIBLE. 72" 2-1/4" 1-618' 2-3/8" 1-518' ili TABLE 1: 99^ 3-1/2" Tale• 3-5/8' 1-7/8' TABLE 1 NOTES: 120" 4-1/8' 2' 4-1/4" 2' a ��p"!�� 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-718" 2' 5' 2• &&& p;, ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: H R MAXIMUM ALLOWABLE DESIGN PRESSURESHVHZ: �' SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1.. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHERTHANMIAMI-DADE COUNTY AND BROWARD COUNTY CCPWITFPN(LIgPTVW PE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLORIDA. 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND '• SPANBETWEEN THOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A . sr-Mon - I - PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". Pig.. PSP (PSP) SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL • $ 72' TDD 70 TDD HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/8'WHEN>30' t,T ABOVE GRADE. 5. 88' 70 UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN TI10SE 11 $ 1M 43 40 120' 53 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. ,/'I S 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM yuI E1996-09. ./ • ..•. .. `````,K L.n 1,,,,E00;519 E,r E.`/ PROJECTION VARIES . N..•••, / . -11-0.115'2.874• 1-- 4.874"MAX . .`k:,.• L•.r S4' :404 ,.. 6. -1--- C:IF NO E004 'r\ 0 0.062" 0.450' 0 0.080' _ 6549 :0- 0 0.125" 1.830° I 0.062" rh, _�1 i * ry N 1.708" Y0.100' j - 1708` X0.300' Fr-7 -"1' 0.080' 0.063' r O ,.0 0.195' 10,096• L 0.195" 0,060" I p,p7p" 0.060' 1 2.820' STA 7.6-OF '� -1 - ,--0-1--- 1 --r I 0.062" 1.908" <O • FW 0.125' 'A.'" •} ` '••.,RIDA , 4. , n"�� '?' -� 0.630° 1.993"� /tui � m0.143" _ 0.09 .y� GLLLLJII 7l 0.062" 0.062' ^~ I -1- Ig0.630'_ 0.630' J /.I } f i 1•. 70' + �� 0.143° m �'llrtl� ' I � 1oN=$___ .-L'" 11,069'- 0.971' _ II 0.971" I1 II 1 � e y I 0,+060' p6p Q 1 •1.069' . -1:).°621-T61-2. .062 Lp,2�. }-1.069"i 0.062" 0.200' I 0' `' j 1 0.630'liNec 0.06:.4.1 I I 00062• E ZQ g`v4 L1 SUPPORT LEG OPTIONAL-7-a. I I 0.200.1 �-1.069"4 0.062' 00' W 139C I§ 5.745"MAX. }-1.069'-} 0.062" 5.745'MAX. { _ 4 O WALL �J BUILD OUT WALL STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL. 1/1 "a6 �w :I E SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE �Id -,O n WHERE SHOWN,SCREW BOSSES G 8.FELT GROVES ARE OPTIONAL • n ON ALL EXTRUSIONS .1"1 0.874'1- H0.5b0 - 655" - 0.875• -2.195" �2.195" -1.230"-'` 1.229"-" „_,...,:,,205.• 0.060' I - 9, _ • t��S� .'�_ __ Ir.fc rT a i. 2.655•--} ni III O7 G, z'� 1 I :1._.__ JI 2.362' m 1.069 I .,.J .+ N 1I / f !� m o X0.105 II • .,. ._._ 1 4.64' • 'rz 5 Er 1 -- .931' N N I fn j Ci `"•" I r I f 4.510" r� r071-0-5-P" N 0.105' '-1.069" -.10.105' n :� 0.075' n OI 0.075' ry I _ j 5 ifl o E j 4.510' /.--..� .__�_ • L--- 1 ,j' 1 ._f_...L±r- j 0.994..} 0.044 g, ® 1 -�I ..-_ -0.07' NOTE:TESTED THICKNESS OF m 0.781 --} - } 4.510' 4 _3.506"_� BARE METAI,W/O PAINT 15 0.039' An SILL OB SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE ['� k5 `...� SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE'HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE F . . Aon' i .0.477" 1a�adad° 0.080'...yyy���... ��r 1.570" 0 510" o.143.1 0.143" t- I I. -r-0.590" 0.341'-f t- ,06 -, 0.070• �D.245' 4..0.01 - �} 9 p 4.753' I 1.708' 0.14-3�r 0.096' ;;; 1l • - 0. iT0.090'kry J °'°80�. i _� P > J I I 0.08 0.227' 0.682' } }0.630' 0.060" I `IIS wvn°u00V1eLtBEWooEE I 0.693• 111 _ SS 15-2339 i NOTE:THICKNESS OF BARE 2.822" { 0.420" - METAL W/0 PAINT 15 0.039" 1.625" ME DESCRIPTION' @6.8 STREAMLINE STACK �g RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 WALL SILL CLIP C WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE'HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE rl9 _ - ii.e ig1, . ' FRANN L BENNMDO�6 ,,`1111111111./ 1PH1046549 :::::vi; 1.960" �. tSK �"'�2 '- �}-0.125" 0.610" STAINLESS STEEL .280'--� 111111111111 ALUMINUM NYLON HER OR `�lC .•• L1 1 ��(110 �, �.4 0' ASSEMBLY .T- nn_ ,--•0.357'. 0.320.9 HOLE o 8 • T_�.50" �x��ll 0.276'.-{ b -'. NO"-COQ• ••73 - . v O n w 6� N I I -'#10 x 2-3/4"410 Hi S.S. I = b5d8 ' 8 0.880 II C�� NYLON "lu 60 ��` 0.120`o INSERTS SCREW W/TC ULTRACTJTE �-• 0.591' _ ?�• ��-j CI- �N N O.00 1.--1_ INTO COATING G- o I r TRACK (TYP TOP&BOTTOM) r<0i 0.062" - �L•. ST,9 ;�.` .< T. .II- 1.lOD"-}}-0.240° .I. TF w - - l� •••ZO Op { .. " �'i8 I NYLON BUSHING W/WASHER: L_• ��Sj ?lpq G INSIDE AT EVERY OTHER 4 0.750' 7/16"0 x 1/2"@ INTERIOR JOINT TOP 0.154' I `I 0.137• ',,///j-,1- \ ' W uN R_E M u1 { 5'MAX. 0.870" 'T r7�' INSIDE]OINTATTOP. 7/16"0 x 1' INTERIORJOINTBOTTOM ENG 1N1L CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /1/111110t 1 Zit 01 4.a.-14 Lz l i 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED >L� 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT" (Ja ,�¢u� i g SCALE HALF SIZE SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE Z1199i11§ OR KEY/THUMB TURN OPERATED INSIDE. W O t-{o250' L3 BRASS PUSH LOCK I Dr)wq l O SCALE.HALF SIZE R ND�C°s� 80.155" f I..(�,1- w . ¢• }I` 1.978' 2.125' �y� �O W . 90.500' 4.000' 0,236. 1 ---1.742' 0.286" 1.603" 0.267" 0.500' 0.623' I --1.710• -1.224"-! ry 1 T D.790• 0.09D` 0.319" /� 0.531• - 0.531'1 m • M 0.069" m ���.'+ c i 0.2 ' ,26, ink a 2.250" 0.091 • I°. -T• I:J -T ao m 0.250• 1 T.�_ o w O m ;26 0.607" ; 0.607• iu d 0.118•, I I 1 -{{-0.224" 0.239'- }- ^' r I, N m m 7� N _�- I 0.060" 0.496" .. E �-2.000"--"T 0.240" I.ti' 'i.i.i I .-, a C 2.750" 1.758° I ~ g'ro(6O 1 (DI 7 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" Zm 8 ,fit SCALE:HALF SIZE SCALE.HALF SIZE 0.160" 0.222"1 Y I �-14 7 1.001 D.D62"0,062• 0.062" x0.176• llg< t30 UNIMATE LOCK 37 MALE BOX CENTER 32 FEMALE BOX CENTER �° 111Z--- ` SCALE:HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE �E i 2 -A-0.062' .2 0 {{ 5.500'x 13/16"WIDE {{{ }-{0.40D' 1 .!'0<: C°1 44 A I -_7 7/16"0 STAINLESS (4) iti IL' �{16STEEL NUT 1-771'.7 �c p. Z fi 0.125' _ �� 4(y'r-�_. 0.0' 0.438" "I' II 2 .4 .� �_O.IBB" 5/16-18x1 MACHINE SCREW `r; ,,".. • 1 .1- TYP. 5/16"0 INTERNAL STAINLESS STEEL n N " _10.121" a I �}0.689" POWDER COATED,ZINC DIE-CAST THREAD ^ I ��� 4.500' HEAD STYLE VARIES "1--_,. 1.050' g 6 DELTA MODEL 2OZ2• SECTION A 36 T-LOCK ADAPTER 0 T-SCREW INSERT 3S THUMB SCREW 11+:1 40D 4Ob 1 E�rl���i ee INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE:FULL SIZE F o r_;;0,254• ��® 3 j BOX LOCK SCALE:HALF SIZE 1V 0.319 I � END STRIP I" d , i il �i SCALE:HALF SIZE 1 t -•z.Doo --t 2" & 3" EXT 1.625"-} {--1.500'-� ,� �T-0.125"SCALE: HALF SIZE ilavill N - �, I J 0.125"1 0.0500' 0.0?-3 T o.00s lImmiallil ! • 10 n o 0 '-0.125' GW 8WrDYJKL9/1NISOPE 0.250"- -o o.OBS. 8 -0.093' 15-2339 ei ,�i I I SCAM I - C -1- Ill L rAoe amauma�, 7.000• --4 70 ALT. 1" END STRIP (D 1.5"x3"x0.093" ANGLE 0 2"x3°x0.125" ANGLE 41 39 2X7 ANGLE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE - - - - SCALE HALF 512E __- - - - _ -- - -- - J FNWKA. ANY ANCHOR PER ANCHOR EDGE DIST. . �\) :6.'B,ENxM00/:7P.E. , • SCHEDULE @ 18°O.C. rEXISTI NG DST. 1:i 1 ! \ 1 GLAZING SEE END STRIFE'1 1M 5" ' 1 SCHEDULE FORMAN: No'E004•"•: C'•O 7J A .ANGLE rEMBED =n ` SPAN WHEN U R.,50 1 1 yr,._ LEG D .ANGLECTOR I y{� 20,40a,40b OR$OC, L(J,, �� 51f N /,1 l L9 °df, / / 1/4" OR6.8 STARTS MN Cr- EMBED.IF a 51 0 (INTERIOR) a .I/, z' I% _41,„,21,._,_.,— _IMAX. WITH 21 OR 2S'Q'� ET o .� � I MIN,0,062"THICK 6063-T6 ALUM. �� i---- --,,,,,,s;',5%. s �;., °"'L ANGLE 1°x 1"MIN.TO 2"x 5"MAX. f . 1 ®® // S w EDGE ,J ��7 -— - �--��� (ANGLE LEG MAY BE REVERSED) I ///F/O _q � � _I FASTEN ANGLE TO TRACK W/ I,, Oj U DIST. I (2)A30x1'SCREWS AT �> c �1 - /// ���` ANY ANCHOR PER ANCHOR �I CO �_-� �• ,L,J�i� 13 `� SCHEDULE @ 18"O.C. I ATTACH TOP 8.BOTTOM;AND 4y 6 ul 2I) (.w TO 6.8 STARTER W/ -7 t m S12 x 1/2°GALVANIZED OR Z ° ® Al2 x 1/2"GALVANIZED OR S.B.SMS, SSS.SMS 3/16"D ALUM.POP ()J 15 9! �1+ 6.00"IT YP.) 30 V 3/16"G ALUM.POP RIVET,051/4-20 �- RIVET OR 1/4-20 MACHINE w z ! I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT A NUT @ 1B'o.c. ALTERNATE END STRIP DETAIL BOLT a NUT @ 18'O.C. �t u (EXTERIOR) 5/16-18�UMB SCREW INTO THREADED WITH 6.8 STARTERAND ANGLE Nad tS ANY TRACK W/ � 0 la- INSERT 3 AT 1/3 SPAN 70 2/3 SPAN SCALE:3"=1'-0"' SCREW BOSSES. �� W O W TYPICAL PLAN VIEW FROM BO OM OF SHINIER.RECEIVING END STROP SCHEDULE A .1 HOLE SHALL BE 3/8°MAX WIDTH,UP TO PSF BPAN SCALE 3"=1'-0" I'HEIGHT 1'&0(2.77 882 103"2 ��, '1 0/ 9992 4" USE Ill BRASS PUSH LOCK -- 112 76 OR II)5/I6-18 THUMB LOCKING DETAILS FOR 2'&O 3.7' 82 05" SEE END STRIP SCREW 100 THREADED ( ) 5 INSERT AT 1/3 SPAN CENTER MATES 72 B8" 7' SCHEDULE FOR MAX. iglu,''N TO 2/3N FROM SHOWN ON RANDOM 6� SPAN WHEN USING BOTTOM OF SHUTTER. 30 DETAILS 3'810(4.7') 62 ,u�ql 20,40a,T40bAR OR 40c, � p gag g RECEIVINGMWIDTHS UPI TLO &A ® O 70 >— ¢ LA ~rnti`i:( ` 1/d" OR 6.E STARTER tD G 1"HEIGHT Id / 70 •r, -- - B,~ _ WITH 21 OR 25. .6*OQm i I. ALT.1'BIO 2 �026+� - u� AX. , �_ (2.T) 82 85.,112 81" \\ zm i 2 N . Id - O 152 76- °p'��I � `�+,2 STARTER RSRRIP 10g UgI� � ... 1.6'%3' d62 8r" W � 1 W® FOR CLOSURE Gl ® �� ,.rte_ %0.083' 57 8360 - II1r�l pUIL01NG CONDIRONS. 11 ® 2I 84 7p FASTEN START ER STRIP E.c �' 0 96" C TRACK W/RN R. m r, (INSIDE) I T3 el SCREWS AT CORNER,TOP !Q I %p�25• 62 126^ ALTERNATE END STRIP DETAIL S BOTTOM aXi 67 60 1�" ANY TRACK W/SCREW EINNINI 13 N zH W I R. O 20' SCALE.3"=1'-0•' BOSSES. aFP zs n 1 ¢� 04 16' 0 111" R Y u 73 100" 4' WO SILL 11 I a FOR GREATER SPANS OR LOADS 1HAN JF GROWN IN END STRIP SCHFDUGE,ENO STRIPS REQUIRE A 1"%1'.090•[LLP ANGLE (-' td MID SPAN USING AMY ANCHOR ON 711E EXISTING GLASS a �� UHOR SCHEDULE b. I®' w USE III BRASS PUSH LOCK (INSIDE)USE IH BRASS PUSH LOOR I1)5/16-1H THUMBOR(TI 5/16-18 THUMB 13 art SCREW IO�THREAOEDSCREW I O iHREADED 30 { \i aINSERT 37 A7 T/3 SPANINSERT 7 AT 1/3 SPAzo.g 70 2/3 AN FROM /7 a TO T/3 S AN FROM �I F`iYip BOTTOM OF SHUTTER .! ii BOTTOM OF SHUTTER aae RECEIVING HOLE SHALL RE '•„ (OUTSIDE) i 9 a 3/B"MAX WIDTH.UP 75 - ��1 111 1"HEIGHT. di � �► _ TYPICAL OUTSIDE CORNER CLOSURE Lellir �� Yr ~ L ® DETAILS WO CORNER POST "f �� �a61'��� \ Wi iligatill� / � I�NTS „•.� ®�_._t=� ®® C6 WPRaUffR9HLlNWLOPL ® 31 �® (OUTSIDE) 15-2339 ` • SIL I. MP USE III BOX LOCK AT 1/3 • P OIICRIPIIGIEII 5A SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER j ® TYPICAL INSIDE CORNER CLOSURE 0:•2". 99 I UDETAILS WO/CORNER POST Eli,? MULTIPLE SHUTTER ASSEMBLY /I C NTS Ye,W SCALE.3' 1'-0" /Q L EMa l—LIJ • • .. .. - FRANK L DE NARD0.P.C, PE REFERENCE IANCHOR EXISTING HOST 5�9 /�. ////��t SCHEDULE FOR MAX. STRUCTURE , i SPACING ',• 1 a 4 of 'Ai:.7 /' C1 CONNECTION TYPE/� ?/ 7' MAX. 1/4-20 MACHINE BOLT �- ' N REFERENCE ANCHOR G, 1/2" X W/NUT) 12"O C OR - / NO •..,_.. CO- /;•: \ SCHEDULE FOR MAX / i. _ _IJ/III B14 SMS L'D 6"O.0 Z* MI \ SPACING 1/2 /TYP.TOP&BOTTOM/ _- i 0 • tON :* 2 FASTENERS ALUM. TUBE �,,, .1 `� ioC� iliL, -�O ST 0m ', -EACH ANGLE 6063-916 ALLOY I o� �0,,Rpr -L. 0_,.. '�(C �1•,' SEE TARIF A FOR SIZE. B Tu f �jj���""''`"''"' .`�,t1, • o : OR 6 J /i�'� 11�� 1' • 1"x 2"x 1/8'• ^� ALTERNATE TITRU BOLT /J; 0 ///i.11 ry(• yIt',,::.-; �-° €i OR 2"x 2"x 1/8'• NMI • I Cf CONNECTION TYPE . Q 0 '12Th•{.j a:F-; ALUM.ANGLE t..._-_ y�� REFERENCE ANCHOR `�' SEPARATSON . w° uo 1 g¢ c t I I I SCHEDULE FOR MAX p ® F-N- \I =m Zp 1:1111111.J I -1 ® ({ .�.. I� SPACING 11 PER TABLE2 �a Zw Z^�gH �n1 THREE 3/16"191 ALUM. I'' 1: 1;1 �^ IDI 2. 4 WW: " POP RIVETS OR j T =�=w� Ig I GLASS Mw 0,4 •8~WVic:B{ THREE 012 SMS,TYP. MII 1. .: �\` OR DOOR— Xm�nF L"L&'' , 3/16"m ALUM.POP / 4=rc N 17 (Ra111BT D.C.fl YP 11S I A004 1'ZF �/11/ �� 1�Dp al It-:_:::_:. +� q2 •� SOR OR wO I 1 TABLE A(oF3) \'` / f PRESSURE VS AUAWABLB LENGTH , w',7,— V°'•L!` J'_/' F1 A 1/8' - 1�g• MAY USE MALE OR — L9 w , (� PSF 2NOB10 3No FEMALE LOCH-SLAT w p r F 13 ALTERNATE THP.0 BOLT j r 1/4"MAX FROM PIN 62 130' IBB' I IL+ t 71 124• 129' C5 CONNECTION TYPE CI CONNECTION TYPE '�Z GUIDE TO BUSHING a ® TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR T---`' WASHER(TYP.) N SCHEDULE FOR MAX REFERENCE ANCHOR o S 82 119' 172 - NTS SCHEDULE FOR MAX. �x I, '; Q 19 W �bF 92 114' 1W' SPACING • _ iii/� 14x3/4••SMS Ca 9"O.C. 7 1- o r2 101 110" 160' t �'/ ANGLE TO TUBE CONNECTION ma`� (,I' 120 MC 147 2"x 2"x.125- a'o by e TABLE B(Q4) EXISTING HOST EMBED. 6063-916 ALUM TUBE Z 3 m I�I�p 293 97' 002 134' PRESSURE VS ALLOWABLE LENGTH STRUCTURE C5 CONNECTION TYPE � 7 . i FTF WRNU' 33'63'118' EDGE DISTANCE REFERENCE ANCHOR m ''p'LLLFFF` W� SCHEDULE FOR MAX I SPACING c N. 62 113' 166' • 1= FASTENER Cul 18•'0 C. ALTERNATE BUILD OUT MOUNT SECTION = 72 IDT 157' (USE ANY ANCHOR SHOWN Cb .+ a 82 101• 1491 IN ANCHOR SCHEDULE). SCALE:3"=1'-0" of 92 9S 139' W2.. 102132'Izo 83' 127150 74' I09" Pi -bi ` 100 64" 94' x - ti _fu: 1 3/16 RIVET OR 4112 St-ISa. ( 090"6063-96 MN GLASS 13 y m° 1°ti ■■■ g (a 18"O.C. OR 114 ALUM TUBE TYP. x1§ut EPAPA7ION L 61-A .=.i^ .� g NUI&BOL T(TYP 3/16"4 ALUM.POP 'SII' aqa ' PER TABLE -- mL Zm IiiiiiCALUM. TUBE "' RIVET OR 012 SMS �a GLADOOR a oa3 Q � �a 6063-7G ALLOYlm 16"O.C.I7YP.) Ern isr, °N aad2g21SEE TABLE B FOR SIZE. z"x S"x 1!B•' a 5 •Adi' 2 FASTENERS x CONTINUOUS B Ls 11 EACH ANGLE ALUMINUM ANGLE 0 1'x 2"x.093"6063-T6 II OPTIONAL ANGLE ' INSIDE, 1-• ©o ff&& ALUM.ANGLE,TYP II ` THREE 3/16"m ALUM. ORIENTATION TYP. w V Fl �-in POP RIVETS OR m rlli_i ® 1 6 !� �d �'17 •l THREE 012 SMS,TYP. aE AAA �\ 1"x2"x 1/0" MI' 111111111=1 _ �����z�� g ��-`•� �ci� _ __ 4 CONNECTION TYPE h a a"�' , OR 2"x 2"a 1/B F I t REFERENCE FOR MAX ® ALUM.ANGLEri �� ¢qq TT '�`� ' "�`' SCHEDULE MAX k P gZ -. iR USE MALE OR FEMALE SPACING WPBFOB18K71Lf11fWW►E -v LOCK-SLAT —EXISTING CONCRETE. 15-2339 J ® •� ® BLOCK OR WOOD FRAMING scum I` (OUTSIDE) (D INSIDE SILL MOUNT SECTION '"IN°ESQO'f1�1 ' 012 x 1/2"GALVANIZED SCALE:3"=I"-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM.POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS - 1 i LOTS MACHINE BOLT F. NUT SCALE:3"=1'-0" (a 1e aL FRANK L.BERNA DO,P.E` 1.":.6539 • C5 CONNECTION TYPE I F W T �'" • REFERENCE ANCHOR EXISTING L.• PV Z ti SCHEDULE FOR MAX STRUCTURE �aI'•3.:!1..!.F �• ` o O R SPACING �� 5"MAX. P •E mow- CONNECTION TYPE OE 1/4-20 MACHINE BAIL;4( '.Q%- GLASS w O= GLASS . Clw W/NUT 12"O.0 DI2 EL; u y OR DOOR ��W r- w REFERENCE ANCHOR k 19 @ N0• •• - - OR DOOR v 0 SCHEDULE FOR MAX.I��xO N14 SMS6"0Cyy MNHNIF1� SPACING ! RI /2�., ITYP TOP8 BOT7MIN. Ii IIA w a w _ASS 11/ ® O /#1 J/2" 71 : Z •CLASS X'Am •FPARATIDN - fII 1�1/4 -20 THRU BOLT W/ 4 W R14 x 1/2"SMS @ 12"O.C. X Z'•z I- w i• LOCK NUT 12"0C OR •EPARATI. I a PER E@ EI- , OR3/16O ALUM POP 45 .•NTABLE2u .f12 x 1/2'SMS 12"OC.ES. PFR = w p � p i L@ 1- RIVETS @ 6"O.C. OR 1/40 m /ss TIOR 3/16"0 ALUM.POP TABLE 2 z 1RIVETS 6"O.C. ES. 1J ALUM.POP RIVETS @ 12"O.C. 4 .nw4 _ /2F J•.1 p�QVc 1R 1/4"0 ALUM.POP RIVETS r - lA 11 •ANDA Wi -iii MN GLASS Cr w r �.��Q y7 S 1f 1� la 12"O.C.E.S. �. - ASSEMBLY II411 1i 1/4"MAX.FROM PIN SEPARATION 73 lu» o m =o O° l�+1/4"MAX.FROM PINI II - I in-TYP. GUIDE TO BUSHING II PER TABLE 2 F w=L•- 7 J4[ $ c 2 O9 AND 10 IiSVJ�1ll GUIDE TO BUSHING I..� �LP- WASHER ITYP.) I' oIl^Z1" Y7i�l:�ry9 EM b I WASHER ITYP.) B �� ILLI I Z'-'m lLLY1W �7.yW,.pp ASSEMBLY it, m r, �. '' GL DO IA 1/2"TYP EXISTING CONCRETE, w 7 CONNECTION TYPE OR DOOR— _ N a - 3 tnr.��•• W BLOCK OR WOOD FRAMING REFERENCE ANCHOR I- -8a -T SCHEDULE FOR MAX. Imo/ �j'.� Ammo _ o a r;/1� "z/ II��III2��� -C4 CONNECTION TYPE ��iF�r+�� SPACING a m I' 'TEL] / REFERENCE ANCHOR • SCHEDULE FDR MAX. "is n E 1�'I/� ��i1'/��I SPACING AS SHOWN u ' • 11.'„ • -C3 CONNECTION TYPE IN DIAGRAM ON PG.9 • W 2 ' SDR 62R j, Pi_VZ REFERENCE ANCHOR EXISTING CONCRETE. o I, O.ID . ` SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.PROM PIF! / SPACING.ALT.FASTENER , `' GUIDE TO BUSHING / LOCATION.FRONT AND CI CONNECTION TYPE\ BACK ANCHORS NOT REOD OINSIDE MUUNT SECTION REFERENCE ANCHORt/?" WASHER IiYP.ItiN4 •j'_____ISPAII 1/A'MAX FROM B SCHEDULE FOR MAX. 19 7gp WITH THIS LOCATION K PM GUIDE TO SCALE:3"=1'-0" SPACING c' '. C.5 CONNECTION TYPE a' g 1AFV-1 Ii BUSHING WASHER `0INSIDE MOUNT SECTION REFERENCE ANCHOR nio.- ITYP'I "-/ SCALE:3"=1'-0" SCHEDULE FOR MAX. y / EXISTING CONCRETE, SPACING 'O•§1 BLOCK OR WOOD FRAMING EMBED. • a• mt • �`,'-'J �� CO BUILD OUT MOUNT SECTION • Vg TYP. BOTIOMI EXISTING CONCRETE, SCALE•3"=1'-0" E t5 BLOCY.OR WOOD FRAMING c IB 7 1 EXISTING S • NOTE:FOR DETAILS A,B,D.AND E ON THIS SHEET, /J{, EDGE 0157 4 CONNECTION TYPE STRUCTURE • •T THE BASE TRACK MAY BE INSTALLED IN SECTIONS w / �,,Iy�� REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH IMU"GAPS O SETS D THAT EACH SECTION HAS �' 11 SCHEDULE FOR MAX. , REFERENCE ANCHOR 1�I�1 x A MINIMUM OF TWO SETS OF ANCHORS AND IS A m ED� '7o SPACING SCHEDULE FOR MAX { j� 8 I3 MINIMUM OF 12-LONG.THE SILL OP.CEILING TRACK W �11II f`1t4 • & USED WITH THE BASE TRACK MUST BE CONTII•IUOUS ai r( II 5 SPACING fti OVER THE GAPS BETWEEN SECTIONS. l"' l II c. O G J'1 Ji'. . n M 1/y.. 1 R 2 ec �. w o JL1J1 _ i _ GLASS Jr_ w 0: OR DOOR Ci A55 IINI111® 5 I w'" W •a '� i w 012 x1/2-SMS(6112" EPARA710 .Z�� II w_>> g qda �� = m I!.® ~N o� if�d��a m '•' D.C.OR 3/16"0 ALUM. PER ' m w00 POP RIVETS 6"0.0 TABLE O0a N=1j l • f @ X•D Z l- a GLASS OR tin,GLA ==Z u •N� FN:ii.W OR 1/4••0 ALUM.POP l a I/a DOOR v;ABA 1= t RIVETS @ 12"DC. F PER TABLE 2aMINCLASS 04 'I ulA II IlkSEPARATION Xzozn __ ' _ •II a'IYa O7 AND g 1/4"MAX FROM PINill E ' II.i_IJr a g B A SCREW&NUT @ j!1' N ASSEMBLY 1/2" 11/2" GUIDE TO BUSHING w ■-_ �C � •TYP. WASHER ITYP) : 1 J �1/4"MA _ ROM PIIJOR DOOR 1/4"MAX.FROM PIN , II+ �II�I���—C4 CONNECTION TYPE - 1/2'• GUIDE A. BUSHING 1¢I 1 GUIDE IU BUSHING '�' / 1' 4 WASHER(TYP.) ph II f WASHER ITYP I / EDGE 4 REFERENCE ANCHOR �� N. x ������, SCHEDULE FOR MAX O .C(OA011TIWKLBIWOOPE ©" EXISTING CONCRETE, SPACING•AS SIIOWIJ 2 CONNECTION TYPE r BLOCK OR WOOD 15-2339 - FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR pyo) OR �■• BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. BEAM I - " "x 3'x 1/4"CONT. E 3 CONNECTION TYPE 1112 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING PAWN wl011VnoR1 ,� REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING ALT.FASTENER EXISTING CONCRETE, O63-Tfi ALUM.ANGLE LOCATION FRONT AND BLOCK OR WOOD FRAMING - AY BE REVERSED A/F{• / • SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D Vr.15 SHOWN DASHED) �� SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION 11 0 RIVETS @ 12"DC. O CEILING / INSIDE MOUNT SECTION O O WALL MUUNT SECTION E E WALL/BUILD BUILD OUT • _ • SCALE.:_3"_=1'_0" SCALE:3 1'-0" SECTION 0 _ _ __ _ _ _ __ _ ___ __ __ - _- - --_ __ - - _ _ ____ _SCALE 3"._r_-_01' J • E��(IµµNR L BENtUi1D0,P,EI ' MN GLASS �_ .•1111 MIE0ELeE t•s,'•1 GLASS _ SEPARATION Z j • • OR DOOR-/ PER TABLE 7 13 p]O • �S -', L,2 oma, GLASS OR `< '. I�.v �- '� uln • 6l' No PED -, r7 :-i:t 4 Z GLASS OR DOOR -* 0465: I 1 y=j W Q DOOR ( MR•1 GLASS =-O 1 4-r _' •* w N SEPARATION U N // ? X PER TABLE 2 Q i w MN GLA55 W J ST [I}¢T Ln _ r 1EPTOR ARAa m AT: ! TbIf \1 i i:r 4 Z 7 ER TABLET F w j,_ Ks}I \U1 _ wK s''49.r! $1 i o i" 1III I _ ==. N mooh/24o 1/4GIi_ J h ) L-I TD BUSHING WASHER ITYP.) CIA SCHEDULE FOR MAX. o. u'<W, r SPACING 4N J +y E0 /:' n TWO 1/A-0 WODO AFi(Iso- �I^ . - �Eti a I A Iii LAG SCREWS @ 2/." Aria C4 CONNECTION TYPE ��,i�-�''� .250" 11 f 1 N W �w O.0 MAX WITH 2" i THREADED PENETRATION O I REFERENCE ANCHOR �., hi - b p "T"INTO CENTER OF 2X STUDS ir' SCHEDULE FOR MAX. 7 • ^+ gN }`\ ((((���"-" SPACING E F,,I 16 EMS."T'J 14 SHS(d MIOSP AN BETWEEN /, 6I �W- '�- STUDS FOR TRACK TO 1"x 4" •• �,/ • EXISTING HOST STRUCTURE • / , • PLYWOOD R TUBE CONNECTION '�j STUCCO FINISH r x 4"x.125" 6063-T6 ALUM.TUBE _ p THIS DETAIL TO BE USED WHEN STUD SPACING DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL SCALE:3"=1'-0" SCALE:3'•=1'-0" K EXCEEDS THE MAX,ALLOWABLE ANCHOR SPACING. r0 $ OWALL MOUNT SECTION THIS DETAIL MAY /��/��1��1��o d SCALE+3"=1'-0'• ALSO BE USED �I\Z� mm eAT TOP \\II✓✓ m< v m � O S •• a • S PER PRODUCT APPROVAL r o -GLASS r o m I- I MN GLASS GR DOOR r _ SEPARATION L 2 13 7 ,A VI PER TABLE z ,I EXISTING WOOD 10=0.4 21 APPLICABLE AT TOP r z 111 N Z TRUSS OR RAFTER • 2 AND/OR BOTTOM ` a s x 4 (m 2c"FIAX.O.C. 1-y2 1-I�2 2^OR 3" E y T w EXISTING FINI511 I +. • MATERIAL • €; 3/2°MIN. -1 1 n ��ri_ I- 1/4"MAX.FROM PIN GUIDE 2••x 5'x 1/8"6063-T6I i 0to 2.175' (LxJ - TO BUSHING WASHER IT YP) ALUM.ANGLE W/THREE ' ii S - s' 2"X3'XTi'O'RCONTINUOUS OR -1 - 3 6 - n� 1/4"TILEITYP.I 1/4"0 WOOD LAO . I' it it w --- -giiiiiiy • 4 2'X1-TB ALU CONTINUOUS I c „ i` FINISH MATERIAL SCREWS WITH 2-3/4" 0 .I �9 I 6061 T6 ALUMINUM ANGLE �� r ......a.......„...:.."”'<' `I I - ` (� d D $1@ �...................... C..' MINIMUM THREADED T_ ��J 3/4"PLYWOOD PENETR."1-IN WOOD LA -�j� El 1 0.9'MIN.THICK 6061-T6 ALUM TRACK / —1/4"0 A325 GRADE THRLI BOLT(d 7"O.C. 131111 © EE �� FASTENED TO ANGLE WRH 1/d-20 '� OR 5/16"0 A315 GRADE THRLI BOLT @ 12"0 C. EACH RAFTER OF TRUSS. l'' d d 41.19 ANGLE FASTENED TO • rMHINE SCREWSAT 3°FROM ENDS r GALV.OR 5.5 ANLL EXTE WHERE lir - .At a EXISTING 3 KSI CONCRETE {/ - i ANGLE EXTENDS BEYOND q p NDST STRVCTURE WITH ,! AND 9.OC.FOR THE BALANCEW $ 1 i3 LAST TRUSS MORE THAN w ki' �— 1/4'•0 ELCO uLTPnCON TO CONCRETE/CMU F Yi"O ELCO ENDS ANDONS AT 6", EXTEND ANGLE 7D � , EXISTING CONCRETE HOSE 5"DC.W/t-1/4-MIN.EMB. a c 3'FROM 4'O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW co,9"O.C.W/1-7/8" NEXT TRUSS. I-W x FOR BALANCE WITH 1�' MIN.EMB. IN WOOD 50=0.42.TO 0.55. r MIN EMBEDMENT AND CE, MAX,DESIGN LOAD AT 5'•0"MAX SPAN: N o' Ail lb EXISTING CONCRETE.II =Fwx� � �g l MIN EDGE DISTANCE, 4 62 P.S.F. N STAGGERED WITH 3'MIN. HOLLOW BLOCK OR LS o N C IpplgiIT fRRLIIRINFEOFL MAX,DESIGN LOAD AT 6'-D'MAX SPAN: WOOD FRAMING.SEE XZ az, SPACING,TYP. 152 P.S.F. ANCHOR SCIIED. i ALUM ANGLBE(6063-T6) 4aaa 15-2339 BUILDOUT MOUNT RASED ON TYPE OF Y 'Ci =AM • I- 17 HO SCALE•NTS • STRUCTURE MAX.IDESIGN LOAD 1 72 P S.F I •II. 4 PACE DRERfmorn Hb PASS THRU DETAIL u.�' TRUSS MOUNT SECTION ' SCALE:3"=t'-D" V SCALE,3"=1'-0" - - - /- li • • . f NNA900�P.E,.) EXISTING HOST ALT.LEG DIRECTION 1 t�,alb sl/ STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN L7/j•I;•.^' 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM ��1(.............. /moi/ EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY1/SPACING,AND 3'MINIMUM EDGE DISTANCE TOP OR BOTTOM 1 (2)6063-T6 ALUMINUM \ �„ ./ jam• .. __.__ ANGLES PER BEAM ENO,SIZE _ P o'-•1.6549 • T--- .ri, 112' PER SPAN TUBE SCHEDULE _* _ �� EMBED. Iii_ - ..*.,.... _ SPAN TUBE PER N rill ACCESS HOLE DESIGN SCHEDULE - OaEC:111011111 1/4-20 MACHINE BOLT W NUT @ E JF fEDGE OF ACCORDION z / "t\ M•.•7/`SHUTTER BLADES ¢ ] 12'O.0 OR i14 x 3/4'SMS 6'O.C. i�6••Y . pi t7;:,�, 3.5'MIN ��7I111 : �__�J _ aa ,:f- f r166 •'+, 3__ TYPICAL '��I� m 1/2"MAX. ILL I _. c //�/is,4:1j.7;L"r,4 4 =�: 3'MIN `7 ©�0 �_ IL , wC, ' 1 1 (00K.q�@c1 i • EDGE 3� SF D4 g<O ais 2.875.0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 w Z �Y `- �JJ� z= X p ROUND WINDOW ASSEMBLY) EXISTING u SEPARATION �� O_j (j�W OH J " MAXIMUM OF 3 WINDOWS • L p o PER EVERY OTHER BLADE • GLASS OR t ) E1 w I 1 h g '&11 DOOR I x0 N est S EDGE � 1/2'MAXN w a G W 'A g cLIGHTNVW WINDOW 3'MIN .I J %W) ml N.T.S. EXTERIOR ELEV =O f DISTANCE , T' _ II �5 In In • m L ©O _ II G '�: ��1/L'•I'IAX,SROM PIN GUIDE J' �j -©+� �_..._l TO BUSHING WASHER ITYP I M . r.,,- . ..,P a 4 , 1/4-20 MACHINE BOLT W/NUT @ in4N 1 1/2' ACHOLE 1 SPAN TUBE PER 3/4•SMS 6'O.C. t N- m 8 2.875'0 HOLE TO ��_ 8. RECEIVE ROUND EMBED. . I -:_I- DESIGN SCHEDULEce WINDOW ASSEMBLY N�i� S' 1/2' (2)6063-T6 ALUMINUM 6 . AX. ANGLES PER BEAM END,SIZE x -• EXISTING 4I?IIIM PER SPAN TUBE SCHEDULE ..p' Ir#e HOST 1 4'O THRU BOLTS SEE BEAM Zm,o6 TR STRUCTURE SCHEDULE FOR REQUIRED NUMBERS - 1/4'ALL POINTS 5011D SET ANCHORS WITH 716'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM EE }- 0 SPACING,AND 3'MINIMUM EDGE DISTAOICE 'C i O 0.125" D.032' 0.032' i 0.125' I MAX.DESIGN LOAD=*72 PSF I • o wll\I ' O3 SPAN TUBE SECTION 0.196' /C/1 \ B N.T.S. VERT SECTION /• I / (��j N \ ` -, 5 TSe, / SPAN TUBE SCHEDULE I D" I I ALLOWABLE TUBE NUMBER OF ANUMBBER EHRRE PER MINIMUM ANGLE r` ) 1I 7,y ROUND 9 0 6HµFA I SPAN 7HRU-BOLTS µ0� LENGTH a s WINDOW TOP ilk/TRW TOP BOTTOM TOP BOTTOM -.17O-P--1 BOTTOM S e l IpI ' i ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE .S .S - j ji M1 60^ 123.0' I135.2' 22234' 7' ,pI2165. 96' 101.r I 108.9' 2z 33r r �'2 a�21/ _(_` 0.125' -- 123' 89.8• 94.4' 2 2 3 3 r I r ¢ / \ 218k 129.1' 167D' 2 2 2 3 4' I 7' st ` \ \ 96' 114.0' 124.1' 2 2 3 3 }F_ T 1r 6 d \ --. ..- / ( \ 0.126' 123' 102.0' 109.8'•_ 2 __ 2 4 _ 4__.I 10"- 11r111 I`^_lJ / �1 60' 138.0' 198.9' 2 2 3 3 T _7_ 03.2$0" �--}0.188' ) 2181 86' 122.r 155.T 2 2 3 4 7' 10' Q K 02.875' I I 0.128' 123' 115.4' 137.6' 2 3 4 9 10' 13' 9@� 60^ 18B.t' 240.0' 2 2 _ 3 __4 __7__•,10'`• 1\ /J 21101 90' 140.6' 2�.9' 2 3 4 9 10' 10' !qy TT�:: y LIGHT-N-VIEW WINDOW `\ // 0.1875 123' 1325 203.r 3 -4 - 5 7 13' 10' ��PE 29 N.T.S. •SARK PLASTICS SLX1431T-UL-9411B _ / SPAN TUBE SCHEDULE NOTES: 15-2339 x x "ANGLES FOR 2'x5"&2'x6•BEAMS. 2. USE 2'xSx1/4"ANGLES FOR 2"x8"&2'x10'BEAMS. a,..... I - >^ 1_____ 3. USE BEAM SCHEDULE FOR DETAIL 3/B. rwar ope�sLll i 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE UNITED TO TOP BEAM SPANS. - BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 11 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ,.. 8 )N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 0 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. • ' FBANN I-BENNAR00 P.E ANCHOR SCHEDULE: CONCRETE ,111 )I PEOM6H9 �r` 2S'MIN EDGE DISTANCE ,,`` 1 C7 �,. Spans Up To 04" Spans Up To B'-3• Spans Up To IT-0" ` G•j G LOAD CONN TYPE CONN TYPE CONN TYPE . ` ` k: No PE00q 9Fep _0 -:- 2 ANCHO (�� Cl CO C3 C4 I CS Cl COC2 C3 ClG CS ClC7 COC2 CO ClC4 CS - � ) ' 1/4"ITW TAPCON OR ELCO 43_160"16.0"15_0"18.0"16.0"16.0"10_0" 9.0" 13.0"16.0"160" 95" 5.5" 8.5" 14.1" _*= - ULTRACON WITH 1-3/4" 53 16.0"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: _-O :' * 0 ,7b y6 EMBED(3192p0 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.5' 5.5" 8.5" 150"15.0" 7.5" 4.5" 7.5" 10.5" -'3 1• Z • Q~V _ R-nen..-ems 70 16.0"13.0" 7.0" 11.0"16.0"15_5" 0.0" 5.0" 7.5' 11.5'15,0" 7,5_ 4.5_7.5" 10.5" O/0 COMDINA TIOIQ.0ma•. STATE O 151 100 15.0"17.5" 4.5" 7.5" 10.5"15.0' 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x 5 ITYP. 0/ I COMDINA710 4',L0'•..A(ORI01,Q B_ 1/4•MILLENIUM MILIFAST 431 0 16.0"15.0.16.0"16.0"16.0.16.0" 9.0" 13.5.16.0"16.0" 8.5" 5.5" 9.0" 13.5" ,i/lss •...... ISS I WITH 1-3/4"EMBED(3275p61_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: ��� ///,',C/NAL "Sa MIN CONCRETE) 62 18.0"12.0" 7.00"13.0".16.0"16.0' 0.5" 4.5" 8.0" 13.5"13.5" 7.0" 4.5" 7.5" 9,5" '---� 111114.11...Z IU i 70 18.0_'12-0';7,0" 11.0"16.0"14.0" 7.0" 4.5"-8.0" 10.5"13.5" 7.0" 4.S' 7.5" 9.6" OF g•-4,,¢ g..d 100 13.5" 7.0" 4.5" 7.5' 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" CS" 7.5" 9_5" I Z Qt1}� ,t5 1/4"ELCO CRETEFLEX SS4 43 16.0"16,0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.5" 0.0" 13.0"16.0" 1„S IT YP.1 2 x S f T Y P.1 �a~9 R 1 WI 2'EMBED(33501151 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5'16.0"16.0"10.0^ 6.5" 11.0"14.0" WW ON CONC) 62 16,0"16.0"12.5"16.0"16.0"16.0"12.5" B.0" 13.0"16.0"16.0"10.0' 6_5" 11.0"14.5" - 10 Ci," Il 131~111t1LLL11* 70 16.0"16.0"10.5_'16.0_'1616^0"160"10.5_' 7_0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" / •l _ N g N s I6 100 16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" J1' O W w 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING /• .,40 E Ci a -CO C4 C5 CI C2 CO C4 C5 Cl CO CO Cl cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0.16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" •II ULIRACON WITH 1-3/4" 13 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5"' / ', 10.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE G - /�/ / ANCHORS ONLY P. EMBED(3192115 MIN CONC) 62 16.0"15.5" 4.5" 5.5" 16.0"16.0" 9.0"�/ 4.0" 19.5"14.5" 7_5"�//%/IO.D" - C4 CONNECTION TYPE USING PIECE 08 WITH Ir�R� � i / / OUTSIDE ANCHORS ONLY 70 16.0"12.5" 4p.0�" 5.0" 16.0"15.0" 7.5"�//� �,11.0"19.5" 7.5"/ /10_0" 100.14.5" 7.5"%/Of 10.0"14.5' 7.5"%//%/////10.0"145" 775'', /if:10,0' 1/4'MILLENIUM MIl1FAST 43 16.0"16.0"11.0'13.5"16.0"16.0" 9.5" 16.0"13.0" 7.0" j(��(1'7J�j, 10_5" till" WITH 1-3/4•EMBED(3275951 53 16.0"16.0" 8.0" 11.0"16.0"16.0" 7`5" 16.0"10.5" 5.5" ;�• 7.5" ANCHOR NOTES: l'.1. 0y MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 1.6.0 13.5" 6.5" 11.0"10.5" 5.5" 7.5" r$3 Q 70 16.0" 9.5" 5.5" B.o'• 1.6.0'•11.5' S.5_ a.s'• io.s^ 5.5•'�// 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING o1' 3 n (�` ., ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE QQQC 100 10.5" 5.5"%/f/�5.5'_7.5" 10.5" S.S'1/'/% 5.5" 7.5" 10.5"5.5"%//5.5" 7.5" LIMITED TO*THOSE SHOWN IN TAOLE 1(Pg 1). p`o p y I/4'ALL-POINTS SOLID-SET 1-3/4'MIN EDGE DISTANCE d CS C2 C3 C4 T CS Cl COC3 c4 CS Cl COCOa CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm< u ANCHOR W/7/8'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1 1/4-20 SS MACHINE SCREW 43 160 16.0" 8.5" 10.5"16,0"16.0"12.0" 5.5" 7_5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" Mr(73 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m x (3000ps1 MIN CONC) -53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 6.5"4.D_' 6.0" 15,5"10_0" 5.0"% 4.0" 7.0^ THAN OR EQUAL TO SHATTER SPAN. 62 16.0"11.0" 5.0" 7.0" 16.0"12.5' 6.5' 3.5" 5.0" 10.0"10.0" 5.0" 4.D" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. l' O •�] 70 16.0" 9.0" 4.5" 5.0" 16.0"10.5" 5.5" 3.5" 4.0" 8.0" 10.0" 5_0" 4.0" 7.0" 3 3 100 10.0" 5.0"77/%4.0" 7.0" 10.0" 5.0"%%///4.0" 7.0" 10.0" 5.0" 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE ' BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER . 1/4•ALL-POINTS SOLID-SET _ 3'MW EDGE DISTANCE _ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/B"EMBEDS Cl CO C3 C4 l3 Cl CO C3 C4 C5 Cl CO CO� Gi Cl CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENN%CATION OF b 1/4-20 SS MACHINE SCREW 43 16.0"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"16.0" 3 A (30001151 MIN CONC) 53 16.0"16.0"13.5'16.0"16.0"16.0"14.0" 8.5' 13.5"16.0"16.0" 8.5" 5.S' 9.5" 12.0" CONNECTION TYPE. 5. AU-CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE _ 16.0'1 16.0' __�- 62 16.0"16.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 0.5" 5.5' 9.5" 12,0" ONLY. 70 16.0"15014.0"160"16.0" 9.0" 6,0" 10.9"13.0"16.0" 8.5" 5.5" 9.5" 12.0" .1../D 9.0"100 16.0" B.5" 5.5" 9.5" 12,0"16.0" 8.5" 5.5" 9.5" 12.0"16,0" 8.5" 5.5" 9.5" 12.0" 6 IN ACCORDANCERIS WITH RESPONSIBLE ANU MANUFACTURERS'ERS'REC MMTO ENSURE E D ANCHORS IONS.EMBEDENT INSTALLED 2 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER gc� 1/4'POWERS SS DROP-IN CI CO C3 C4 C5 CI C2 C3 - FINISHES. y p • 1'/1/4-20 SS BOLT EMBED(3000p51 ND _43 16.0"�16,0"140"16.0"166.0"16.0"14.0" 8.0" 12.5'16.0"14.0" 7.5" 5.0" 8.0" 11,5" 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOODQFRAMING CONDITIONS a gl111 g)0� CONC) 53_16.0"16.6"_g.5" 14.0"160"16.5" 9.5" 6.0" 10.0"16.0"115"6.0" 40" 7.0" 8.0" VARY. AR.FIE 0 VERIFY THAT FASTENERS TSO INTO IOODQUIS ATE WOOD FRAMINGE FR d 8 EI I q,,, 6I 36.0"12.5"7.5• 12.0"16.0"14.5' 7.5' S.0" 8.5" 31.5'11.5" 6.0"40 7.0" B.D" SIDE ERS,NOT PIECES. g82s/2E12-1°i a� q-�6 "(-J,IL�tl 70 16.0"10.0" 6.5" 10.5"16.11"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" g�0" o 1(LI g68 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 0. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" -I e L/4•POWERS ss DROP-IN. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.LAG SCREWS SHALL d®s(i& ell., W/1/4.20 55 BOLT AND C3 Cl C3 C4 CS Cl CO C3 CE C5 Cl CO CO C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. Q & 1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"14,5" 9-0" 13,5'16.0"15.0" 7.5" SV 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF'THREADS IN 8 :1 CONC) 53 16A"16.0" 8.0"15.0"16.0"16.0"100" 6.5'_10. ]60"12.0" 6.0" 4.0" 7.5' 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"15.0" B.00 5.0" 9.D" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. a` ,1 "Lf--m•W 70 16.0"30.5",_7.0" 11_0"16.0"12.5" 6,5" 4.5"- 8A" 9.5" 12.0" 6.0" 4.0^ 7.5" B.S' M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. qp " 100 12.0" 6.0"�4.0" 7.5' 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5"- d ����•S _ __ __ _ 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 'a R 1° 812 EMS W/2"EYEWALL C1 i C2 1 C3 C4 co Cl INN C5 Cl C2 C3 t CS NUT OR WASHER WINGNUT. OXTRI ROUML m4tympPE ARMOR INSERT W/2'EMBED 43 16.0"116.0"11.5'14.0"160"16.0" 16.0"16.0" 9.0" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (20001151 MIN CONC) 53 16.0"1160" 8.5"11.0"16V 1E.0" 16.0"14.0" 7.0" 3.5" 5.5" 10.0" { 62 16.0"15.0" 7.0" 9.5" 16.00 16.0" 6.5" 14.0"14.0" 7.0" 3.5' 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO OCAIr - pR DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL pAAe pRGE1rT9DN1 ti 70 16.0"12.01 60'" B.0" 16.0"14.5" 1.5" 4.0" 6.0" 30.5'14.0" 7.0" 3.5' S.5" 100 CONCRETE SCREWS TO HOLLOW BLOCK _ -_ 100 14.r 70_' 3_5" 5.5" 10.0"14:0" 7.0" 3.5" 5.5' 10.0"14.0" 7.0" 3.5" 5.5" 10.0" - 412 SMS W/2.75'MEW" ALL 43 16.0"16.0"16_0"16:0"16_0"16.0"16_o"10,0"14_0"16.0"16.0"11S' 6.0" 9.5" 16.0" '>P ARMOR INSERT W/25' 53 16.0"16.0"12.0"16.0"160"16.0"15.0" 7.5"111.0_16.0"16.0" 9.0" 5.0" 8.0" 13.0" 11. • 100-16.0"66.0 -8.0" B.0" 13.0"16.0 70 16.0"160" 8.0"511.5"16.0"16.0'11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 0_0" 13.0"_ 9.5" 5.5" B.5" 14.0"16.0" 9.0" 55^0"" B.0" 13.0" w EMBED(200Dps1 MIN CONC) 62 36.0"16.0" 9.5" 13_5_'16.0"16.0' 9.0" 5.0" B.0" 13.0"16.0" 9.D" 5.0" 8.0" 33.0" _ ---. n • ``1l j I1 J I 111.111 SPE0046546EIaAN,.0.1.. ANCHOR SCHEDULE: CONCRETE (CONT.) B:. 1. �.V.-. �'�.UCENSR,,�•" �E:i i ,, 2-3/16'MIH EDGE DISTANCE 3-I/8'MIN EDGE DISTANCE � --- 0 / 6 Spans Up To 6'-0" Spans Up To B'-3" Spans Up To 12'-0" Spans Up To 6'-0" Spars Up To 0'-7" Spans Up To 12'-0' 4 3 NO PE0046549 :O- -� G _ LOAD CONN TYPE CONN TYPE CONN TYPE CORN TYPE CONN TYPE CONN TYPE. ANCHOR (Psl) CL Cl C3 � C4 C5 CL C2 I C3 C4 C5 C1 C2 1 C3 C4 C5 CI C2 C3 C4 CS C1 CE C3 C4 C5 C1 1 C2 C3 C4 C5 _* * _ - 5116"1TW TAPCON XL WITH 43 16.0"15.0"16.0•'16.0"16.0"16.0"16.0"12.0'•16.0"16.0"16.0"11.0" 7.0" 12.0•'16.0"16.0"16.0"10.0"16_0"16_0"16.5"16.0"12_5"16.0"16.0"16.0":11.5' 7.5" 12.0"16.0" -'13 O N - _ . _ _6."" _ _ gar} CONC)EMBED(2B99psl MIN _53 16.0"16_0"14,0"16 0"16`W 1CW 14.5_ 9--_0" 14^0"16.0 16^0•'_9.0 6.0" 10_0_12_5"16.0"16.0"14.5"16.0"16.0"16.0'•15.0•' 9.0° 14_3.'16.0"16A" 9_5" 6.0" 10.5"13.0" .0 STATE OF .4 in s 3- q E2 16,0"16_0"11.5"16.0"16.0"16.0"11.5' 7.5" 12.0"16;0'16.0"3-3,--733,33.0,;12.3;16_0"16_0"11.5"36.0"16.5.16.0"13_S' 7_5" 12_0"16.0"16.0" 9.5" 6.0" 10.5"13.0" ,,'. A•LO e me O 0� 70 16.0"_15.5" 9.0�' 15.0"16.0'16.0" 9.5'• 6,0 10.5•'13.5'76.0" 9.0- 6,0",10.0"12.5•'16,0"16600•'10.0"15-0"16.0:'16.0"10.0" 6.5" i0.5"-14.5.16.0,9.5" CO" 10,6"13.0" N10_P,•_'`\• ul§meA ui 100 160" 9.0" 6.0" 10.0"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" 10.5"13.0"16.5" 9.5' 6.0" 10.5'13.0"36.0"i 9.5" 6.0" 10.5"13.0" '�gists/ ••• `G`�• [� 5/16•ELCO ULTRACON WITH 43 16.0"16.0.16.0"16.0"16.0"16.0"16.0"13.5.16.0"16.0'16.0"12.0' 8.0" 13.5"16.0"16.0"16.0"16.0"36-0"16.0"16.0"16.0"15.0"16.0"16.0"16.0.113.D" 9.0" 15.0"16.0" '',,,,vA1.1,54' Zw ui u E I-3/4'EMBED(3500ps1 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"16.0"16.0"16-0"16.0•'160"16.0"11.0"16.0"16.0"16.0"(10.5_7.5_12.5"150" E" g+W Q CUS, ! CONC) 62_16.0":16.0_,'12.5"16.0"160"16.0"120' 8.0" 14.0'•10.0'16.0" 9.5" 6.5• 11_5•'13,5"160"16.0"14.0"16,0"16.0•'16.5"13.5' 91 15.0"16.0"16.0:1.10.5"..-±5".: 12.5 15.0" L9 gQ-yl DJ=t z 70 16.0"_16_0"10.5 16.0"16.0"160"10.0 7.0_12_0"145'16`0" 9.5_' 6.5' 31.5•'13_5'16.0"31 6.0•_11.5"16.0"16.0"16.0"TL3.0" 7.5" 13.0"16.0"16.010.5 7.5 12 0 15.0" Z f. 1 - 1 ,- - " a - --"1-0" u 100 36.0" 9.5" 6.5" 11.5"13.5'16.0" 9.5" 6.5" 11,5"13.5"16,0" 9.5" 6.5" 11.5'13.5"18.0"�10.5' 7.S' 12.5"35.0"16.0"L0.5" 7.5" 12.5"15.0"16.17.110.5" 7.5" 12.5"15.0 IjJ o":3 Ips�W 1/4"304 SS POWERS TAPPER 1_112'MIN EDGE DISTANCE _ --61.-1 - 3"MIN EDGE DISTANCE - - Y 03 `ygg G W/1-3/4"EMBED(3000051 Cl CITE C5 CI1 C2 C31 co CS Cl CA C5 Cl l CE C--T1--C3--r-C-.4"---C;--07-11111111r.3 04 05 Cl i C2 C3 04 Cl / N dm W MIN CONC) _43_16.0" 6.5" 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0"® 4.0" 5.5" 16.0"16.0"13.5"16.0"16.0"16.0" 0" 12.0"16.0"14.5• 7.5" 4.5" 8.0" 115' / w p 53 14.0"�-4.5" 6.5" 14.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3.0""///,3.0" 4.0. 16.0"16.0" 9.5" 133"16.0"16.0" 9.5" 6.0' 9.5" 16.0"12.0 6.0" 4.0" 6.5"1 8.5" /o� �0 N --62_11.5" - 3.5••'5.5" 12.0" 7.0" 3.5"���;,/; 4.0" 6.0" 6.0" 3.0 P�{{'//{{��,,/Yy/y� 3.0' 9.0" 16.0-13.0" 7.5•• 11.0"16.0"14.5" 7.5" 5.0' 8.0" 12.0"12.0"jI 6.0" 4.0•_6.5" 8.5_ • I 70 9.5" 3.0" 5.0" 10.0" 6.0" 3_0"%/// 3.5" 4_5" 6.0_" 3.0"%//// 3." 4.0" 16.0 10.5' 6.5" 10.0"15.00"12.5' 6.5" 4,0' 7.0" 9.0" 12.0.1 6.0" 4.0" 6,5' 8.5" - _ r ��% - - _ __ t �+ 100 6.0" ' �%/ 3.0" !.O" 6.0" 3.0"/// 3.0" 4.0" 6.0" 3.0"�/�3.0" 4.0" 12.0" 6.0' 4.0" 6.5" B.5',12.0" 6_0" 4.0" 6.5" 8_8" 12.0" 6.0" 4.0" 6.5" 8e^5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK It I.MIN EDGE DISTANCE 2.1/2"MIN 0061 DISTANCE W-6 _-- _ --_________-.____--__ -- _--- f 6 so.Up To 6,0" Svons Up 70 8'-3" Svan.Up To 12'-0" Spans Up To 5-0" Spans Uo To 8,3" $pans Uv TO 12'-0" . •- 'd 85 LOAD CONN TYPE CONN TYPE CONN TYPE CONN'TYPE CONN TYPE CONN TYPE ,� 1 g s ANCHOR (psn Cl C2 Cl C4 CS CL C2 C3 C4 C5 Cl C2 C3 C4 ' C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl Cl C3 C4 C5 N 0, m il 1/4'ITW TAPCON WITH 4 43 6.0" 7.0"% /3.5' 6.5" 6.0" 3.5" //' 6.0" 3.5' // /%//, / 51.5"10.0" 5.0'116.5" 11.5" 8.5" 4.5" 3.0" 4.5" 8.5" 4.5°69-/,./ 3.0" 4.0" . =�° -• 1-1/4"EMBED ' 53 7.0" 4.0" //,,.% 7.0" 4.5"'/////.%////,l////%,CIFS'///.f%/.''/ff,"//y/////%///%/%/// 3.5"I 5.0" 9.5" 6.0"F911%///.3.5" 6.0" 4.0"�j/%j/,17/��/ Dm i Eli 62 5.5 3.0" �/% 6.0" 3.5".y/%// "//%/'�// /////////r/ 8.0" 4.0°��4.5" 8.0" 5.0"r ,//„3.0" 4.0" 4.0' "/////// //j 70 4.5"//'///�// 5.0" 3.0"/�y //�'��j��� 6.5" 3.5"�//3.S' 6.5" 4.0"j/� // 3.0" 4.0" ✓/ '//i//////// 1. l00-%/ /3/��/%l/ /r % i% ,,,,- / / ,, 4• ll/,///,w,,1,4:a,-//� ff,„ ,a4.0o,- �%/,V. yq5 I/4•ELCO ULTRACAN WITH 43 13.0"10.5" //6.5" 13,0" 9.0" � A 9" / // 4%.// 13.0"10_5'4.' 6.0" 13_0" 9.0" .0°�" 9.0" 5.0" / %// 4.0" 11+ p 1-1/4•EMBED 53 IO.S' 6.5" 10.5" 6.5' / /,'/,#A 6.S" ,',/„4/ 6.5" 3.5" 5.0" 10.5" 6.5" '///,.3.5"�r///�%//////,3.0" g -3•' 62 8.5" ////%/// ,v/%r/' /%%/%/%6 //////i. .WA,--0'% / 8.5" 4.5" ///�4.0" 9.0" 5.0" ///�/%/�/%/ '.®' ��//�� �/////3.0" o 70 7.0"/%//%///%%%/ zs" /%//%/ %////%/%/.%///,✓//,P////%////%////////%///%//7.0" 3.5°jj 3.5" 7s' 4.5^%/ //f///f 3.0" 4.0"'%i�///%//3.0" E 1 m 100 • % ' , . ,/ %/ ,% / ,j//Vif//%,1:717077,/,A y/%/%/3.0" 4.0^V ��j 3.0" 4.0"j��/�/3.0" ii I/4'MILLENIUM MILLFAST 43 12W 10_5" 4.0"�5.0'�12_5•• 9.0° 5.0"% /9.0" 5.0' �4.0'• 13.5"11.5' 5.5" 7.5•' 13_5'100" 5.0...100" 5.5'// /,f,/' /4.5" 3-i m ANCHOR W/1-1/4'EMBED 53 100" 6.0" 4.0" 10.0" 6.5"//%' 6.0" 4.0"����/ 11.0" 6.5° 4.0" 55" 11.0" 7;0^ ///j,//4.0" 7.0-" 4.5°�//7 //// 42 8.0" 4.5'/// •8.S'-5.0""�/'( j(///-4.0" 4.0' //// / 9.0" 5.D"(/%/5O" 9.5" 5.5"% / 4.5" 4,5" / / �" g 70 .6.5" /%/r/%V/07/. %%4'////'//// � �/ //////. %�i'////i/// _" . �/� '//// CO"b.o"/////.'//// 7.s" 4.0^% 4.D" aso" 4.s^'////%��//�//// -4-.5" %//// ///// °` 100 4.0"'// /' ,4.0"% % /7 7, 4.0"%/ %/ //,,45' %/ `,,, /4.5"'/% %/P, 4.5"V / // R 8 1-1/ MIN D 6 DISTANCE 2"MIN EDGE DISTANCE 1/4'ALL-POINTS SOLID-SET Cl Cl C3- C9 CS Cl Cl C4 C5 Cl CS CI C2 C3 CA CS C2 C3 04 C5 CI C7 C3 C4 CS _ # q ANCHOR W/7/8•EMBED& ® ti D 1/4-20 55 MACHINE SCREW 43_15_0"13.0" 50" 6.0•' 15.0"11.0" 6.0" ' 40•'111.0" 6.0" ' /5.0' 16.0"16.0"1 8.5" 10.0"16.0'Ell 117 5.0" 7.0" 16.0"11.0" 5.5" 3.0" 4.5" 8.5" a S = 53-115" 7.5" 3.5" 4.5"•32.5• 6.0" 4.0" 3.5' 8.0" 5.0'////// 3.5' 16.0"13.0"�6.0" e•0" 15.0"14.0" 7.5"4.0' 5.5" 13.5" 9.0" 4.57.////4.0" 6,5" a 1 1 1 1 111ill 62 10.0" 4.0" 10.5' 6.5" 3.0' '�// %/5.0 5.0"'///% 37P-1.6,11..9.5.15.0" 6.5" 16.0"11.0" 5.5" 3.0' 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" •-rj 70 8.5"�/3.5" 9.0" 5.5"/%// jV/A 4.0" 5.0"%jj" 3.5" 14.5° 8.0"t 4.0" 6.0" 15,5" 9.5" 4.5"///%4.0" 7.0" 9.0" 4_5" / 4.0" 6.5' i 1t a E12g§6g 100 5.0"%//%/' /3.5" S.0"/ '////%////4i 3.5" 5.0"////////%/%////3.S' 9.0" 4.s'5//�4.0"'i 6.5 9.0' 4.5"' //4.0.'-.a..1.41.714.5" 4.0" 6.5" 5/16•MY TAPCON XL WITH 3'MIN EDGE DISTANCE _ 4'MIN EDGE DISTANCE ='=a$ . 1-3/4'EMBED CO Cl C3 C4 C5 CI Cl C3 04 1 CS Cl Cl C3 C4 CO Cl C2 I C3 C4 I CE Cl C2 I C3 CA 1 CS Cl I Cl C3 C4 C5 • a Md q3. 7 , // •, , /'// ,,,/,..., /' //// / / 16.0"16.0" 9.0" 12.0"16.0"14.0" 7'.5'.5.0" 8.5" 14.0" 6.0' 4.0" 3.0" 5.5" 6.5" 4 p 53 j/%�/////•///�/%� % j/ '//// / //// j�/�/15.5" 9.5" 6.0" 9.5 15.5"10.0 �' ////6.5" 10.0" 6.5" //.�iy 4.5..4.5" li /�i////� ,////////�/�,j//j/�,9� , , //,, 13.0" 7.D" 4.5_1111_13.0" 8.0" 5.5" 6.5" 6-5"-'//%r/ 4.5" 4,5"1 S. 70_,/j/'4'3�;// //////I. //,7T//4,�/4�J'//////V//// 10:5" 5.5 4.0"i.0" 11.0^_O S"'// s.0" 5A" 6-5"j// 4.5" 4.5" o�liffn0�- ,.l� SZ! -160 i,,V/,,,V %/ i%,./ %l % !//' / //i /�/// r" l 6.5' 3.0",//z,4.5" 4.5" 6.5"• //r 4.5" 45' 6.5"% % /4.5^ 45" 'S"8H i9 1-9/16'MIN EDGE DISTANCE 3.1/6"MIN EDGE DISTANCE 6 5/16'ELCO ULTRACON WITH Cl C2 Cl C2 C3 CA 1 C5 CS C2 C3 Cl C5 Ci M C4 1 CS r�nmpFWIILBTMWfl 1-1/4'EMBED 43 12.0"10.0" / � '' j, ///V - 16.0"16.0" 8.5" 11.0"16.0"15.0" �"�""",) 7.0" 15-2339 53 95" 8.0'/////��//// 9.5' 6.0" ////'/////j .,, •' %////I'/",,,/,,,,,,/ i• ,,,//� 16.0L.10.5" 6.0" 8.5" 16.0"11.0" ////W4( X10.5' 7.0_(//% /'///7/ 62 0.0 ///% ,/A 80"%////%/////.% / %// % j yv,i4.0^ 7.5"%//7.0" 14.5" B5'•%�i/.'////%7.0^ 7 0 jj/�j� sr r I- i is 6.5".//y�i�///7.0•,/%// %�/ %/.%//% /% G%��//%� us"Eur 6.0" 12,0" 7.0"%/O//%/G%//%/%/%1//// 7.0"%// /�////�// • pAGSoe FT0o#o 100 ////.'/% V /f/A'4' A/A'//A�//� /'//////,Y///7.0"r/r////r/ A 7.0"'/,7 /7 .47.7 7,0" '4i //',//, /. - A 91 _ __ __ ___ _ - ANCHOR NOTES:SEE SHEET __ O 9 FOR ANCHOR NOTES. _ LJ • MANN L BENNARDO�P.E. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ```,,,11II1I1lti,IlPEoaes49 l r.>.ar, -Span-stip-To 2'MIN EDGE DISTANCE •N rl'�... •• '/i 6 6'-0" Spans U°To 8,3" Spans Up To 12'•0" 'C-'_P;•'• LIC ' N= LOAD CONN TYPE CONN TYPE CONN TYPE o ANCHOR (PSI) CI C2 C3 C4 CS Cl C2 Cl C4 C5 Cl Cl C3 C4 C5 * :' No PE004654 -- #12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5' 8.5" 4.5" 4,0" 7.0" - . -_ ' 3 ARMOR INSERT WI 1-1/4' 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.0" 5.0" 11.0" 7.0" 3.5"7 3.5" 5.0" -'' * 0*-0. I`x'EMBED �� 62 14.0" 7.5" 4.0" .U" 1401 9.0" 4.5'J/J 44 0" 7.0'•7.0" '7.5' 3.S' S.0" i4 yyy m 711 11.5" 6.0" 3.5" 5_S' 125" 7.5" 3.5" //3.5" 5.5' 7.0" 3S"�'�3.5;5.0"' �-,0'.- STATE OE ;W�- WPI 100•7.0" 3.5" /�j 3.5" 5.0" 7.D" 3.5",/ 3.5" 5.0° 7.0" 3.5" 'r,]3.5" 5.0" %(ns •,FLORIDA•.. J y �! ANCHOR SCHEDULE: WOOD (G=0.55) %s/,o No i�,LLi1 'd �,//NALIE5, W ° •s € 3/V MIN EDGE DISTANCE I� mWu 13 6 Spans Up To 6'-0" Spans Up To 8'-3" ins Up To 12'-0" l! oNi° = LOAD CONN TYPE CONN TYPE CONN TYPE Z �5 �� z ANCHOR (P`80 CI Q C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS 111 8:32.1Y 1/4'tAG 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" I1 MIN THREAD PENETRATION 53 1616.0" 8.5" 10.0"16.0"16.0"16.0" B_0"_7.0" 16,0"16.0"11.5" 4.0' 5.0" 1.§..9:: t N W�s .0" 62 16.0"16.0" 7.0" 8_5"16_0"16_0"14_5" 5.0" 6!0" 16.0"16.0"11.5" 4.0" 5.0" 16_0" • O W 0 1>ILUI� 70 16_0"16;0" 6.0'_7.5" 16.0_':16.0"12.5" 4.0" 5.5" 16.0'16.0'1L5'4.0" 5.0" 16.0" 'Y%' 'D 0 �" -RIF 16.0"11.5"1 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" " 7/16'WOOD BUSHING WITH 43 16.0"16_0" 8.0_10.0"16.0"15.5" 8.5" 4.5" 7.0" 15.5" 8.5" 4.5"V 4.5" 7.0" 'a 0 1.13'MIN EMBED®1/4-20 53 16.0"10.5" S.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0' 7.0" 3S"7/7 4.0" 5.0" pi t9 55 MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 3.5"/ 4.0" 5.0" Fm m ,Lamm 70 12.0"-66 5" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0_' 5_5° 7.0" 3.5" //4.0" 5.0" I'Ci Oo 1DO 7.0" 3.S'•7;1.0" 5.0" 7.0" 3.5" 4 4.0" 5.0" 7.0" 3.5"%/4.0" 5.0" tlittl 3: !14 SMS OR•I4 WOOD 43 16_0"16.0"12.5'14.5'16_0"16_0"16.0" 8.0" 10.0"16.0"16.0"11.5" 34.71307.:25f115 _0' 7•_0•' 16.0' 8 h SCREW WITH 1.3/4"MIN 53 16.0"16.0"_9.0" 11,55"16.0"16.0"15.0" 6.0"8.0" 16 0"16.D" 9.5" 4.0" 5.5" 13.0_' THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5" 16:0"16.0'11_5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" C 70 16.0"16.0" 6.5" 8.5" 16.0'16.0"10.0"4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" reg ty ANCHOR SCHEDIULE• 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" D-k on =EV Om WOOD (G=0.42) oa p Zm- 1 3/4'MIN EDGE DISTANCE �T' $pans Up T°6'-0" Spans U°To 8,3" $paisLUP T°12'•01 6= LOAD CONN TYPE CONN TYPE CONN TYPE c 1 o ANCHOR s (Ds1) CI C2 C3 C4 CS Cl C2 I C3 04 CS Cl I C2 C3 04 I CS 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"16.01 9.5" 3.5" 4.5"115.0' 4E �1MIN 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" 4.0" 11.0"- !4 IL N 62 16.0"16.0" 5.5" 6.5_' 1660"16.0" 9.5" 3.5" 5.0"15,0115.0" 7.5" 3.0" 4.0'_111_0" 11 °' 11 70 16.00"135" 4.5" B.0" 16.0"16.0" 8.0"t 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4_0" 11.0" a I --- Finial ; - b .OI.. 100 15_0" 7.5" 3.0" 4.0' 11.0'15_0" 7.5"1 3.0" 4.0" 11.0"1541 7.S• 3.0" 4.0" 11.0" O *14 SMS OR 414 WOOD 43 16.0"16.0"'6.5"_10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.5" 6.5" 3.5" 5.0" 10.5' pSCREW 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" • 39.5 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" 1 ato00o�me _70 160 " 4.5_6.0" 16_0"11.0" 5.5_3.0" 4.0"_8.0" 100'; 5.0'_2.5" 4.0" 7.5" C 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"• d�� ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 111111111-,�",111111 I6 4"MIN EDGE DISTANCE ___ g G Scans Udo 6_-0-0" $pans UD To 8'•3" Spans Up To 32'•0" T b s! EEE LOAD CONN TYPE CONN TYPE CONN TYPE 5 e 1 : o E ANCHOR (Psi) Cl Cl C3 C4 I CS Cl • C2 Cl I C4 CS Cl. I Cl Cl 04 CS ' 5/16'ITW TAP ON 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" a 2-1/4'MIN.EMBED 53 16_0"16.0'"16.0"16.0"1616^0"16.0"16.0"1141 16.0"16.0"I6A1•'12.0" 7.5" 12.0"15,0.1 G i 5 G - 62 16.0"16.0"14.0"16.0"1660"16.0"15.0" 9.0" 14.0'16.0"16.0"12,0" 7.5' 12.0"16.0' a R 3pb ®�� 70 16.0"16.0"11.5"16.0"16.0"16.0'12.5" 8.0" 12.5"16.0"16.-071- 0" 7.5" 12.D":16.0•' �p loo 16.0'12.0"1 7.5'_12.0"16.0"15g 12.0" 7.5" 12.0"16.0�16_0'•112.0" 7.5" 1z.0. 6_0" *�+� 0 5/16'ELCO ULTRACON WI 43 16.0"16.0"110.5"14.0"16.0"16.0°10.5' 6.5" 9.5" 16.0"11.0"1 1.5'' 6.5'1 9.0" 2-I/4°MIS.EMBED 53 16.0"13.5' 7.5" 11.0"116.0"14.0' 7.5"�� i 7.5" 13.5" 9.0"// f // 6,5" • ooPnNRORWKLaBIW00IS m 62 16.0"10.0"'6.0"_ 990"'16.0"11,0" 5.5"'',et,6.5" 9.0' 9.0"%7'/ 477 6.5" 15-2339 70 15.0" 8.0" 5.0"r8.0" 15.5" 9.5"-''7%/A%//,5.5" 7.0" 9.0"/1/.///74 _6.5" - �S iDo 9.a'%//�//////�0_5' 6_5'^ 9_0 /y//�ss^ 6.5" 9.0" j ss' EM.1, 1- rAae oEsotxyligNi �-, 1 2'MIN EDGE DISTANCE _�" 1_Q- C3 C4 CS _Cl C2 C3 O4 CS Cl C2- C3 C4 CS - 0125M5 W/2'EVEWALL 43 16.0"16.0" 9.5' 11.5"16.0"16.0°14.0" 6.0" B.0" 16, "14.5" 7.5" 3.5" 5.S" 11.5' Fi ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0' 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5" H 62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5' - ANCMOft NOTES:SEE SHEET ,II . - __- _ _ -- ---- __ 70_16.0"10.5' SO" 6.5' 16.0"12.5' 6.5" 3.0" 4.5"_9.0" 115" 6.0" 3.0" 4.5" 8.5' _ __ - _ 9 FOR ANCHOR NOTES. _ _ _ 200 11.5" 6.0" 3.0"=4.5" 8.5" 1L5" 6.0° 3.0" 4.5" 2.5"-11.5" 6.0" 3.0" 4.S' 8.5" - f