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Property Information Building Information Owner: Gwen Angell Wind Zone: 160 MPH. Address: 79 Flores del Norte Exposure Category: B Ft Pierce,F134952 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device , Device ]F-Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 53 62 7 30.7 -33.5 — - ..._._...............----- .._._._........._..- ---._....................._.—._.................................._..._.._......._._..._._............... ._...- - -- 2 Int 36 62 7 31.6 -34.3 - - - -........ ._................ _.........._..__.._..........._._...........-- --..—._.--.._..- 3 Int 53 55 7 31.0 -33.7 .._....... --------------------- ........................_.._.......--- ..__.-.._.._...........--- 4 Int 53 55 7 31.0 -33.7 -- - -..._.............----....--........................................_...................._.__..__......_._._.. ................. — .._......_...._.............. 5 End 107 84 7 28.6 -35.8 _._.....—..._.._.......---... -- - —--......._.........................._................................................................__.._..._...._.................................._......._.....--........................_........_........._.._.._._...-.............................................._.....-._...._.....................................-.._......_.... 6 End 113 84 7 28.5 -35.5 --- --........_- -................._.........---.........._..._._.... -....__.....__.._._.._._._......._....... -------._.._...__.....__ .........................._._.._....................------...._..... 7 Int 113 84 7 28.5 -31.3 8 End 74 62 7 30.0 -38.6 9 Int 26 38 7 32.5 -35.2 10 Int 26 38 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 5 d SCIS Home Log In User Registration j Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff j SCIS Site Map Links s Search Product Approval USER:Public User .vu�i'�:ixa*es Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL* FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments. Archived L 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 @engineering exp ress.co m 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COT Indeol.pdf FL13757 R6 COI Indeo2.pdf FL13757 R6 COI Tndeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.udf FL13757 R6 Eauiv Enuiv2.odf FU3757 R6 Eouiv Enuiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.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 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 Dwo2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo,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.odF 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.odf Approved for use outside HVHZ:Yes Verified.By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional Information, FL13757 R6 AE Eval3.odf anchorage,etc. Created by Independent Third Party:Yes Seck 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 notsend electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 4S5.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click hem. Product Approval A=epts: Credit Card .. \1`11 llj'/9i K EIE9 v'.I 1 , \. 4. 6.8 STREAMLINE SHUTTER ,. �..-. •• ... ; -. r GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ e / .. Na PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = _ CODE SIXTH EDITION V017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI TIAL BUILDING CODE((IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - (/J c N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N O'•. STATE OF +} ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. p.SECTION c<DRIDT w M x 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 'ice S '•.•• I3�M DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S' D a REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE i� 1 LH FLOTTttIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN T fLi Iii g PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. z¢ � 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2011202/203 AND ASTM E1886/E1996/E330. C3 g0 4. DF--SIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM ED PRESSURES DIVIDED BY A LS Z n M SAFETY FACTOR. p It S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FORALL WIND n ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W nN 3 �� CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. '6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. w " 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ..o 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=0.65 Mcl SHALL BE USED. Z R, B. SHSYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N N 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 p n ",Y PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER l/ w�e 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. Q 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE U F� CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM c S THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM _ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAkfiNG HIS/HER APPROVAL LOCKING MECHANISM,SEE 9 13. EACH SHUi`fER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 0 5 INFORMATION: TOWN&COUNTRY INDUSTRIES E' FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996&E330 1 SHUTTER ELEVATION >w UPOALFLORIDA PRO�ff APPROVALNUMBER1 F3 TABLE 2: N.T.S. EXTERIOR ELEV A 14, ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 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 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL R s 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZgg BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 6 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. @ 18- FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS S s! E 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 INSTALLATIONS VE INSTALLATIONS 5 AL ABOVE INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. ,L 301 ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE sI II sg g 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" 2-318" 1-7/8' 99" 3-12' 1-718' 3-518' 1-7l8' TABLE 1: Iso• 4.Ire• 2• 4-114" z' _ TABLE 1 NOTES: QQ yplf 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-718' 2' 5' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: Ilii IR MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA I SPAN SCHEDULE OOAWWRIIW[L6MV DOPE AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER TLOtiTD7� 15-2339 i SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3._NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - - SPAN PRESSURE PRESSURE BETWEEN THOSE LNDICATED ABOVE,THE. ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'. P� �0 (PBF1 (PSR SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE-HVHZ WITH SPANS LESS THAN 30'SHALL g 72, 100 100 HAVE 2-718•MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1-5/8'WHEN>30' 70 �+ ABOVE G E. i (T8' 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 1S NOT PERMITTED.FOR SPANS BETWEEN THOSE 120' 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM L1uI 144" 43 40 E3996-09. -PROJECTION VARIES p.N,..•• ••. 2.874' 4.874"MAX. }1).115• -t-- � ��: j' 1'1j4L6184E9N PE0040.062" 0.450• 6S4 :0- Y g 1),325• 1.708- 0.100• 1.830" 0.062• n 1.708' 0.100° N -� 0.080" 0.0� ;0 i .0.195" 0 L 0.195' 9,, 37 •: a} 0.060" 0.070' 0.060" 0.062" 2.820• �(\'.•,�.Al'FOF y 0.630' •--} 0.630' -�-�tl.17 1.993"-{ {�1.9D8" �oR1DA Foml I� 0.062' 0.062• -% 0.143' I I 10.0 ,�7/Vgr G 0.630• --f 0.630' •". r L �.. .-L^' ;• 1,069'-} }--0.971" 1" �- 111 �jt� �VI a`o6o' 'i:D7o"} i o.1a3• ry 1I -T��1-' -T-1 ((L 1r 0.631F o V 0.062 -x•200" 0.062" Lp,Z00' �.J O.OG�• j 0.630" 0.06' I II 0.062 �� �`¢s 1.069• SUPPORT LEG OPTIONAL1.069"-} O.U62" x1.069-� 0.062' 00' W4444 $�9 � 5.745•MAX. !!!! W � 5.745'MAX. N w Oj WALL 0J BUILD OUT WALL 3O STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER SILL �J LITE HEADER SILL ow ; SCALE:HALF SIZE v SCALE:HALF SIZE SCALE:HALF S1ZE SCALE:HALF SIZE SCALE:HALF SIZE `� SCALE:HALF SIZE O WHERE SHOWN,SCREW BOSSES B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS .�^7 0.874"}- }---2.655• 0.675• -2.195" I f----}0.510' 2.195" -1.230" � 0.060" -1.229" ( 1).105• � g -'' •7 7' 'f y IC 0.75 ._�. I I 'V � j I �I ^+05 � p -2.655--{ ri II Q7 I 7�. n. I. _._ iI LL ...j�i -' i rl $ 1;0.105" iI � rl (.�•:� _� ,._._J..... 4.84' � $7 1.069' � !� --� 4.511)• c f rt 'I 1.069° 0.105' II ^ -n @11! I - ,o I O.iD i I 'I ., 1).075' n 0.075' n p c 5 g� 0.105" I 4.510• �-'--- -- - - 1l I_- �I ' -_.,(_...= .�I-- I 0.994'{1 l./-� a� E 3�5 111------ NOTE:TESTED THICKNESS OF a 0.761• -� - ------ ...-`-:._- --4.510• -3.506" BARE METAL W/O PAINT IS 0.039• R SILL OSILL ADAPTER O EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE o � SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE!HALF 512E SCALE:HALF SIZE SCALE_HALF SIZE !n �i � D.a77• g¢ 0d3 a 1.570' O 0.143" O,OeD• 0.590" 0.341510" 0.143• -1 0.070' 0.245' 1.7080.143' 0.0 I 0.060'-{}-T -r 0.115• (L 0.080' 0.117• 453ppp sR .7 ' m 3 _I® 8� ` a 641 �p 4.510• I }-0.181)" ;I 0.080, 1 4�� qq 0.080• 0.094' 0.227 0.682• 0.630" 0.060"1 \l I WM7QRRIMRL�WODEL �J �o __ 15-2339 NOTE:THICKNESS OF BARE 2.822• �1.625• 0.42D' r..w. _ METAL W/O PAINT IS 0.039' else nmlcwlrTlBsl 1g 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL6.8 STARTER Tg WALL SILL CLIP Tgb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE ^d OY ' FPANNLftEKNM00 P.E 111111111111/I /PH10165{9 •��.-�;: }-0.125" 0.610" STAINLESS STEEL .280'�--� 0" NYLON WASHER OR "LF ASSEMBLY r ALUMINUM 0.357 _ 0.320.0 HOLE 0.50" *:• NO F o.v6 _b; PFoo4 ;p a o 6 z N S10 x 2-3/4^410 Hi S.S. _� 654 S O.BBO EOE i4 u 0 0.120`a INSERTS SCREW W/TC ULTRACOTE ��• 0.591' _O '9 0.05 t INTO COATING -T= U- p N ~ r-�- TRACK (TYP TOP 8,BOTTOM) n0.062°• - op ST,Q :`z }•0.240" .� �' ' lP • � OF NYLON BUSHING W/WASHER: „jI• {I ii T/ ARIDA "G S t TYP.AT EVERY OTHER 0.750' 7/16"0 x.1/2'@ INTERIOR JOINT TOP ~0.154'-} x0.137' ��i-N •"• v7 I 51MAX. INSIDE JOINT AT TOP. 0.870' 7/16"0x1"@INTERIOR JOINT BOTTOM ��l'9C ENGli CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 11 F F I I I 111111 0 -ME 1g ANGLE HOUSING-ZINC DlCAST,POWDER COATED >> 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL P8 BOX CENTER INSERT (Jp �a� g SCALE HALF SIZE SCALE!HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE Z OR KEY/THUMB TURN OPERATED INSIDE. W u Ko l•+ f X0.250" 23 BRASS PUSH LOCK D3w.g SCALE:HALF 512E N W Az VR 55" 1.978" e2�12 a 4.000' 0.236' --1.742 0.286' ry0" ci 0.5D0° -1.710°B 0.623' C $ T gi 0.790' 0.090' 0.319" 0.531' -.OA64' o 2.250" j_ 0.09m6 0. 9 14 0250' 11 0.224" 0.4 9'-0.0600.496" 0.240" �i o C,R 27 RAINGUARD 28 DECORATIVE FLOOR TRACK SCALE:HALF SIZE SCALE HALF SIZE 0.160' 0.222"1 1- 1.001 0.062.0.062' 0.062^ 0.176' 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER F 1 S SCALE HALF SIZE SCALE tIALF SIZE SCALE-HALF SIZE C -4-0.062' g 5.500'x 13/16'WIDE A 167' 7/16"0 STAINLESS STEEL NUT r a 30 �° n 0.125' �• -�-�- 0. -0.188" 5/16-18x1 MACHINE SCREW v �i.0a I• 0,438" 1- TYR 5/16.0 INTERNAL STAINLESS STEEL ^r 0.121• R y 5 tl POWDER COATED,ZINC DIE-CAST THREAD 61 eJ¢ 1�II� X4.500' X10.689° HEAD STYLE VARIES m'1-, 1.050' iS 88 DAp c D711 SECTION A @ DELTA MODEL 2022 r 36 T-LOCK ADAPTER 3'7 SC SCREW INSERT 38 THUMB SCREW S--INDUSTRIAL SYSTEMS (OPTIONAL) SCALE•FULL SIZE SCALE:FULL SIZE '$ -t�;0,254' 400 40b 40c BOX LOCK SCALE:HALF SIZE '0.319 END STRIP 1" �i SCALE:HALF SIZE �--•2.000•- 2" & 3" EXT d f'--1.625' {-1.500'-1 SCAL E: HALF SIZE 0.050' O.U90.125•3"7 6 0.125" y T g c o -0.125' CWntlCRFAWIL9MllfIWPE 0.093'o.zsD• 15-2339 M t' Fj , MCR CBDI.l01N0/11 -7'0DG^ _- 70 t U ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 91 39 2X7 ANGLE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE 611 SCALE,HALF SIZE -`5J5 ' 1) FAANKL OENNMDO,P.E ANY ANCHOR PER ANCHOR EDGEDIST. SCHEDULE 0 18"O.C. EXISTING DIST,' •,� GLAZING SEE END STRfTC�Le�� - SCHEDULEFORM/V,•. NO E004 ry SPAN WHEN 09Ii1G F A ANGLE EMBED 20,402,40b 8R.a0C - EMBED. i7 (INTERIOR) LEG D RECITON 11 it °1 / / _ 1/4' OR 6.8 START�P-� yH - _ €pl 17 1C _ L-.,4 -IMAX. WITH 21 OR 25'C)•-• �p — -- MIN.0.062"THICK 6063 T6AWM. 17 —T ---- qmz,. ANGLE 1'x 1"MIN.TO 2•x 5"MAX. 21 25 //ssEDGE� 30 ANGLE LEG MAY BE REVERSED)DIST. V111- ( FASTEN ANGLE TO TRACK W/ 1 =Qqy 0 SANY ANCHOR CHEDULE(tQ 1PE8R ANCHOR (2 110x1'SCREWS TO C Q c CORNER.TOP 11 BOTTOM;AND ul s ATTACH TO 6.L STARTER R •�9 13 13 13 ATTACH TO OR � Z .I 13 !12 x 1/2"GALVANIZED OR S.S.$M5, S.S.SMS 3/16.0 ALUM.POP (U ti 30 3/1VO ALUM.POP RIVET,OR 1/4-20 RIVET O(t 7J4-20 MACHINE W'" _ 6.80"(TYP.1USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT 018'O.C. ALTERNATE END STRIP DETAIL BOLT�I NUT@la-O.C. t7 (EXTERIOR) 5/16-18)ziUMBSCREW INTOTHREADED WITH 6.8 STARTER AND ANGLE aim v INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"0 1'-0" ANY TRACK W/ p ypj d; FROM BO OM OFSHUTTER.RECEIVING END STREP SCHEDULE SCREW BOSSES. O N TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO PSF SPAN SCALE 3" 1'-0" I'HEIGHT. rA 62 72 u^i 4'USE(1)BRASS PUSH LOCK76• -GR 11)5/16-18 THUMB LOCKING DETAILS FOR B2 96• SEE END STRIPSCREW I 0 THREADED INSERTAT1/3 SPAN CENTER MATES SCHEDULE FOR MAX. 43fTO 2/3 ANf-ROMSHOWN ON RANDOM 1� SPAN WHEN USINGBOTTOMOFSHUTTER. 30 DETAILS a w 20,40a,40b OR 40c,RECEIVIND HOLE SHALLBE 13 3/8"t•IAX WI07 M.UP TO f 1/4" OR 6.8 STARTER1"HEIGHT. 3D 2 10' R, AX, WITH 210R 25.USE APPROPRIATE132 75- ` STARTER STRIP TOIf8 5 BT 40 2U TPROOR NDE CLOSURE 13 x0.083• BUILDING CONDIPONS. 0 B- (INSIDE)23 21 FASTEN STARTER STRIP c 0 TO TRACK W/(2)M10x1" m o SCREWS AT CORNER,TOP xo 179 6 129 ALTERNATE END STRIP DETAIL L BOTTOM i SCALE.3"=1'-0" ANY TRACK W/SCREW k 13 a "' zs 60 18• BOSSES. A �¢� 7 111• W LNn OW FORISPANS S I�OVI10AD5 6110WN WN INNEND SISTRIPGCE,END 4� N SILL d STRIPS REQUIRE A I-XV.090'CUP ANGLE N USF n d�5 I- MID SPAN ANY ANOIDR ON THE EXISTING GLASS a '^ Z MOM SORDUIE S O14w3/4'71X O ! z 13 SCAEWORIIC-2080LT70ENDSTRIP. 30 �� (INSIDE) ����� _w USE ) BRASS PUSH LOCK USE 111 BRASS PUSH LOCK al-� OR 111 5/16-1R THUMB OR 111 5/16-18 THUMB /-(7i as SCREW 1 O THREADED �T SCREW I O THREADED 30 f ¢� INSERT�3P7 AT t/3 SPAN SILL? S) SI & IN 2R3 S N FRAM SPAN FI"Ag BOTTOM OF SHUTTER l BOTTOM OF SHUTTER (OUTSIDE) RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP T� 1"HEIGHT. 23 4 TYPICAL OUTSIDE CORNER CLOSURE 3 CC1 DETAILS WO/CORNER POSTpz NTS .13 CD COPIFWOO11WiLONWOOPd 13 23 13 SILL � 31 215 (OUTSIDE) 15-2339 USE III BOX LOCK AT 1/3 PCALF4 CTIlROpI SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE lbw CC2 DETAILS WO/CORNER POST a MULTIPLE SHUTTER ASSEMBLY 91 E�g� NTS Ze1 v1 SCALE.3` 1'-0" =NIa I . .. FP"K L BEIMMOOf P.E C1 CONNECTION TYPE IIR 6>W//7// I;�•s REFERENCE ANCHOR EXISTING HOST / SCHEDULE FOR MAX. STRUCTURE SPACING C7 CONNECTION TYPE 7" MAX. :T/4-20 MACHINE BOLT —' \ REFERENCE ANCHOR •. I 112" W/NUT @ 12.OC OR `�;• O SCHEDULE FOR MAX. HIL SMSA 6'O:C SPACING I/2" TYP.TOP 8 BOTTOM) =b bN ALUM. TUBE ` :�0 L• 2 FASTENERS I �,n I 8063-T6 ALLOY O m wF FA EACH ANGLE- SEE 7nBLE A FOR SIZE. w� 5 OR 6 OR W o z J ��/S • 1" 7/B" I I1, II I ALTERNATE THRU BOLT p= // ` OR 2•'x 2"x 7/8'• I/I; CA CONNECTION TYPE w ql �d ALUM.ANGLE ( __ .".__ REFERENCE ANCHOR MH GLASS r1f 13 I Y SCHEDULE FOR MAX SEPARATION 13 w v I• f _ �I I SPACING PER TABLE M Z t THREE 3/16'•0 ALUM. I ~4 Z POP RIVETS OR c 17 IE ll� I \ OR DOOR K�wF Ww $?[-u a� THREE H12 SMS,TYP. 3/16"0 ALUM.POP d w 17 RIVET OR 4412 5 1sO.C.(TYP 1 I / A<Jf�A'g7� _ 5 OR OR �? Aw TABLE A(m)_ :I` )�: ow ai PRESSURE VS ALLOWABLELENGIN MAY USE MALE OR — v_i 0HT6\\ MF H 2N�o0/1 3'X3o't1/0' FEMALE LOCK-SLAT \ BfO w p 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN ' 62 130' 160' C5 CONNECTION TYPE CI CONNECTIC14 TYPE GUIDE TO BUSHING n 124' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANC NOR REFERENCE ANCHOR 17. WASHER ITYP.) m r k 8 B2 119' 172' CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR MAX 1 19 W 3!( SPACING .I K 92 114' 165' -'ILIA E ANGLE TO TUBE CONNECTION 101 IIO" 160" '/ 2'•x 2"x.125'" p v In 1211 104' 14T TABLE 13(c:4) EMBED. 6063-76 ALUM TUBE Z� 160 9T 131' STRUCTUREOS7 200 PRESSURE VS ALLOWABLE LENGSN 5 CONNECTION TYPE '0 7 66' 114' 2'x2"X 35p�t1B" EDGE DISTANCE REFERENCE ANCHOR PSF WITH 0 3WITH-a- O SCHEDULE FOR MAX E F�C SPACING p 52 SIT 166' E 72 SOT 157• FASTENER P10"O C. Cb a (USE ANY ANCHOR SHOWN O ALTERNATE BUILD OUT MOUNT SECTION 62 10]' L4T 114 ANCHOR SCHEDULE). SCALE 3"=1'-0" m 92 95, 139' R 102 90" I3Y 1�r.'Y�t�y,j••�v S b 120 or 127 ry 350 74' 2-x 2" 3/16 RIVET OR 1112 SMS 090"6063-T6 MN,GLASS 13 j y=jw0 @ 18"O.C. OR 1/L-2 17 ALUM TUBE TYP. '✓��u, EPARATION z z u F PEH TABLE w O UI 0 VA NUT 8 BOLT(TYP.). 3/16-0 ALUM.POP LJa14 GLASS 2 XL 0Z.0 6 RIVET OR.H12 SMS Ad ALUM. TUBE i s OR DOOR a o ti ra- 6063-TG ALLOY lm 10"O.C.ITYP.) L a o �— 1: I.'i � SEE TABI. B FOR SIZE. Y"x 5"x 1/B" 2 FAS TENERS CONlIN0005 EACH ANGLE ALUMINUM ANGLE 1•x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 6 FFF ALUM.ANGLE,TYP THREE 3/16"0 ALUM. 17 ORIENTATION TYP. �6 POP RIVETS OR Q 17 THREE ql2 SMS,TYP. W ED E 0 T"x2"x1/0" OR 2"x 2"x 1/B'• 1 4 CONNECTION TYPE 13 ALUM.ANGLE `-V'' REFERENCANCHOR SCHEDULE EFOR MAX �R USE MALE OR FEMALE SPACING 07PIRWffWVRLBEWW►E LOCK-SLAT --EXISTING CONCRETE. 15-2339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) LE INSIDE SILL MOUNT SECTION 'AC!°6CP%F MI N12 x 1/2•'GAL7:1 SCALE:3-z 1'-0" E OR 5.5.SMS,3TYPICALCORNER CLOSURE DETAILS POP RIVETOR 1/ - E CLOSURE OPTIONS �9 HT'S MACHINE BOLT 8 NUT SCALE:3"=1'-0" i (a 78"O.c ' FRANK L BBINM0%PyE C5 CONNECTION TYPE lIW REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE O j O SPACING 5"MAX. ``Q'; 1 GLASS 0: w GLASSREPARA w Cl CONNECTION TYPEJLEI /4-20 MACHINE BOLTQ •.O ¢ /NUT 12"O.0 A4. OR DOOR '�v v OR DOOR— w REFERENCE ANCHOR O°> _>> SCHEDULE FOR MAX. i4 SMS @ 6"0 C. �L.13 j m SPACING TYP 70P 8 HOT 70M1 I� ID0, IS-Z /YL -�MIN. y1 VI V,_m 'A W1/4"-20 THRU BOLT W/ CLASS =m a 014'x 1/2"SMS(pl 12"O.CAR X Z ZI, , M�LOGIC NUT p 12"O C OR EPaRAT1 w OR 3/16"0 ALUM POa I�o o IA •. ( ui12 x 1/2"SMS(al 12"O.C.E.S. T PER 2 °a RIVETS 6"O.C. OR 1/4" =OR 3/16"0 ALUM.POP J i ALUM.POP RIVETS(�12'O.CadVETS(al6"O,C. E.S. \R 1/4"af ALUM.POP RIVETS ./, - N 1 AND 3Oww12"O.C.E.S. - ASSEMBL1/4"MAX.FROM PIN . 9 zo O° ( "MAX.FROM PINGUIDE TO - NG m x cJ/ TYP. PO9 AND IO DE TO RUSHINGWASHER(TYP.) O IAZ NWASHER ITYP.I' wGLASS - Xr Zum tl� � ASSEMBLY m OmQ E. 1/2' 1/2"TYP EXISTING CONCRETE, w3 CONNECTION TYPE OR DOOR ZOZI-BLOCK OR WOOD FRAMINGREFERENCE ANCI4OR Q aGE SCHEDULE FUR FIAX. u Lum —C4 CONNECTION TYPE57. SPACING "mbEDGE REFERENCE ANCHOR SCHEDULE FDR MAX. DIST. SPACING AS SHOWNC3 CONNECTION TYPE IN DIAGRAM ON PG.9 a a �06REFERENCE ANCHOR EXISTING CON , h1 SCHEDULE FOR MAX. BLOCK OR WOOD FRAM114G /2„ 1/4'MAO.FROM PIN SPACING.ALT FASTENER Cl CONNECTION TYPE GUIDE R BUSHING my SPAN LOCATION.FRONT AND REFERENCE ANCHOR 1/2" WASHER(TYP.) P kWj- BLOCK 1/c"FIAFROM BACK ANCHORS NOT REWD - INSIDE MOUNT SECTION SCHEDLILE FOR MAX 19W 4 WITH THIS LOCATION SCALE 3"=V-0" SPACINGPIN GUIDE TO 5 CONNECTION TYPE BUSHING WASHER INSIDE MOUNT SECTION 'i REFERENCE ANCHOR(TYP.1 SCALE:3"=1'-0" EXISTING CONCRETE, SPACIINGSCHEDULE FOR MAX. Opnb OR WOOD FRAMIEMBED.BUILD OUT MOUNT SECTION 0"1' SCALE-3" EXISTING CONCRETE, = - TYP.BOTTOM - E rr�I�ggq5 BLOCK.OR WOOD FRAMING EDGE DIST EXISTING NOTE:FOR DETAILS A.B,D.AND EON THIS SHEET, 4 CONNEC710N TYPE EMBED STRUCTURE THE BASE TRACK MAY BE IN5TALLEO IN SECTIONS W REFERENCE ANCHOR 5 CONNECTION TYPE 5i WITH t/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR X A MINIMUM OF TWO SETS OF ANCHORS AND ISA m EO E SPACING SCHEDULE FOR MAX d MINIMUM OF 12"LONG.THE SILL OR,CEILING TRACK W 5 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 15 /�,� OVER THE GAPS BETWEEN SECTIONS. 1/2" \J'RO w F w w O ' OR DOMIN r w w OR DOOR GLASS 13 N w w a �J �11 012 x 1/2'SMS 12" W 33 ilii '(SI (D EPARATIO _, is 7 7 w w~u O.C.OR 3/16"0 ALUM, PER v1 Z u m w 2 c X. r rw OO POP RIVE TS@6"O.0 TABLE X pZr GLASS OR MN.OLA 13 =mz=I ge I•-'^N 0 W OR 1/4'•8 ALUM.POP G o a DOOR p q v1 N 4 $ 13 O i = RIVETS 12"0 C. F 0. PER TABLE 2 Z 0 Z I- BP- MIN GLASS x 1-Z u m n° u'A X w Is o:t g � 99 SEPARATION m w O N a L J O IL e PER TABLE 2 e J X d O7 AND 1/4"MAX FROM PIN w m @e 1/4-10 S.S.MACHINE g Oua ASSEMBLY a SCREW 8 14UT(� u w 1/2" GUIDE TO BUSHIFJG f $ 12"O C. TYP. WASHER(TYP.) �+ - 1.19 Q GLASS a w w m 1/4"MAX._FROM PIN r OR DOOR X 1/4"MAX.FROM PIN W Is '4 CONNECTION TYPE o 1%2'• GUIDE TO BUSHING ? S36 GU DE 10 BUSHING O WASHER(TYP.) N E 4 "P d WASHER(TYP 1 EDGE REFERENCE OR MAX S 6 EXISTING CONCRETE, DISSPACING AT. SCHEDULE FOR MAR7fIE71RBWBLBM4WFE ^' BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGR MSONIOWN PG 9 REFEREINCE I ANCHOR ON 15- 339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. eFAL�r - OR SCHEDULE FOR MAX SPACING ►A basommp-maN1 "x 3` CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING ALT.FASTENER 063-76 ALDN.ANGLE REFERENCE ANCHOR O.C.OR 3/16"B ALUM. LOCATION FRONT AND EXISTING CONCRETE, AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS(Al 6"D.C. BACK ANCHORS NOT REO'U BLOCK OR W000 FRAMING �9 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION RIVETS 0 12"OOC.p WALL MOUNT SECTION O CEILING INSIDE MOUNT SECTION E WALL/BUILD OUT SCALE:3"=V-0'• SCALE:3"=V-0" SECTION SCALE:3 1'-0" . L.SepeRwwoa,nE MN GLASS GLASS SEPARATION OR 130011 PER TABLE 2 m p GLASS OR DOOR �:• No P 004 d 5'a z GLASS OR DOOR M'N.GLASS N w d SEPARATION .f9 N- Q (X MN Gl.A6E a' PER TABLE2 -�•' P i I 1='•F SEPARATION ¢ W m STA ! ~ pF z j PER TABLE Zin •- O I y y t-, M z r z w I Q ^J PE X Wou �4 Saamp � Y J o¢ RIEFEORENCENNECTIAN HON YOR T_ J 11 gN J 1/4"MAX.FROM PIN GUIDE TO BUSHING WASHER(TYP.) 26 ¢m SCHEDULE FSPAC NG __ C o"'u I TWO 1/1.110 WOOD W25 N�d w LAG SCREWS(a,24 CONNECTION TYPE 2 .250" ow O.0 MAX WITH 2" FERENCE ANCHOR THREADED PENETRATION HEDULE FOR MAX. �+ "T"INTO CENTER OF 2X STUDS ACINGoNMEMB."T' 14SMS(al MIDSPAN BETWEEN "WSILOS FOR TRACK 70 i"x 4•' STING HOST STRUCTUREPLYWOOD& TUBE CONNECTION STUCCO FINISH t••x 4•'x.125" 6063-T6 ALUM TUBE �1 p THIS DETAIL TO BE USED WHEN STUD SPACING DECORAIIVE FLOOR TRACK DETAIL V WALL MOUNT SILL DETAIL m EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-O" v SCALE 3 1'-0" C' O WALL MOUNT SECTION THIS DETAIL MAY a " ALSO BE USED "T SCALE e 3 l•-o" AT TOP 0 m E9 �a ACCORDION SHUTTER w a PER PRODUCT APPROVAL I- o —GLASS f- I EP GLASS OR DOOR I- m SEPARATION 13 0 in tA PER TABLE X. x EXISTING WOOD IG=0.421 L - APPLICABLE AT TOP )< 4 z TRUSS OR RAFTER 2 AND OR BOTTOM ¢ a x ¢ (m 24-MAX.O.C. n rOR3• E w N EXISTING FINISI1 I I I MATERIAL C " 1/4'PIAX.FROM PIN GUIDE 2"x 5"x 1/6"6063-T6 �° ' 1/2'MIN. S 6 - 1 it m d_ TO BUSKING WASHER ITYP 1 ALUM.ANGLE Y!/TIIREE ; I - 1 2"x 3'X3Y x CONTINUOUS OR -} 2.175' 8 1/4"TILE ITYP.1 1/4"0 WOOD LAG I I w 4 il 2'XYx%"x CONTINUOUS I FINISH MAT ERIAL SCREWS WITH 2-3/4" I �✓1 6061-T6 ALUMINUM ANGLE " MINIMUM THREADED 3/L"PLYWOOD pENETR."T-IIJ WOOD(d 5 6 { 0.9 MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A32S GRADE THRU BOLT(1 7"O.C. EACH RAFTER OF TRUSS, fi FASTENED TO ANGLE WITH 1/4-20 ¢ OR 5/16"0 A325 GRADE THRU BOLT(al 12"D C. 24"O.C.MAX WHERE ANGLE FASTENED TO _ MACHINE SCREWS AT 3"FROM ENDS E GAL V.OR S.5 9�I EXISTING 3 KSI CONCRETE ANGLE TRUSS MDS BEYOND p HOST.STRUCTURE WTTII AND 9.O.C.FOR THE BALANCE 6 SETENDMORE THAN w x Ia E 0 �- 5"O.C.ELCO ULTRACON TO CONCRETE/CMU 7E/CMU 6", EXTEND ANGLE TO 'Y-0 ELCO ULTRACONS'AT EXISTING CONCRETE HOST 5"O.0W/1-1/4"MIN.EMB. ¢ - 3'FROM ENDS AND 4'O.C. NEXT TRUSS. w r 2-1/2'MIN. STRUCTURE(31300 PSI MIN) OR 1/4"0 LAG SCREW 1.9.4 O.C. 0. 1-7/B" FOR BALANCE WITH lj'• MIN.EMB. IN WOOD SG=0.42.TO 0.55. r N=O•• MIN EMBEDMENT AND 2 , MAX•DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCREIE, _ MIN EDGE DISTANCEt 62 P.S.F. HOLLOW BLOCK OR m 0004 00%17 HYMLB7Nw01E STAGGERED WITH 3'MIN. MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING,SEE2" X w a z' SPAC[NG,TYP. m 52 P.S.F. ANCHOR SCHED. x 5"x 1/B"CONT. ¢ ¢ 15-2339 ALL ANGLE 16063-T61 y a a _ OASEO ON TYPE OF v1 seas. HO BUILDOUT MOUNT STRUCTURE SCALE NTS (MAX.DESIGN LOAD x 72 P S.F i a PwCe oesLw7Pno�l SCALE:3"=V-0" Hb PASS THRU DETAIL 99 OK TRUSS MOUNT SECTION o `J SCALE t 3"-1'-0" . Tw�xKI.9E NNARCOA V.E.. EXISTING HOST ALT.LEG DIRECTION t lRe9U(e.T47t �i: STRUCTURE 1/4'ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE IM HOLLOW BLOCK,3'MINIMUM ,/ •/// EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY I/2' SPACING,AND 3'MINIMUM EDGE DISTANCE ` _ I AX/ (2)6063-T6 ALUMINUM - TOP OR BOTTOM ANGLES PER BEM END,SIZE �': 0-790046549 '• 1/2' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - DESIGN SCHEDULE �] � O N O; EDGE OF ACCORDION z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUF 0 O,�'.. E P~ ' SHUTTER BLADES [3 - 12.O.0 OR#24 x 3/4'SMS 6"D.C.If TYP._L - ,I-. 1/2"MAX: (C�u 3'MIN 3 16 7 m �?u QUQ.• DIEDGECE _^~ �Q "m r S 2.875"0 HOLE(TO RECEIVE MIN.GLASS 13 z ly Z N ROUND WINDOW ASSEMBLY) Q SEPARATION 25 L N MAXIMUM OF 3 ER BLADE GLASS OR 0 w IIS PER EVERY OTHER BLADE DOOR x o N e x 1 LIGHT-N-VIEW WINDOW EDGE 1/2'MAxw 3'MIN gz �� N d $ N.T.S. EXTERIOR ELEV DISTANCE - . I=nm S 6 O O l7 3 16 1/4'•MAX.TROM PIN GUIDE n TO BUSHING WASHER(T YP 1 - wl p pr a ACCESS -"u4'20 MACHINE BOLT W/HUf n '^v1 1/2' HOLE 12"O.0 OR 134 x 3/4'SMS W O.C. 2.875'0 HOLE TO -+- I( _ SPAN TUBE PER w'� RECEIVE ROUND EMBED. DESIGN SCHEDULP a WLNOOW ASSEMBLY _ I 7- g' 1/2' (2)6063-T6 ALUMINUM m 'I AX, ANGLES PER BEM END,SIZE �� EXISTING 11 PER SPAN TUBE SCHEDULE 33b cc d HOST 1/4'0 THRU BOLTS SEE BEM Zm STRUCTURE 5CHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/6•MIN Y g EMBED IN CONCRETE OR HOLLOW BLACK 3 0.032' 'MINIMUM EE IIIBBB SPACING,AND 3'MINIMUM EDGE DISTAAICE C p 0.125' 0.032. 0.125' MAX.DESIGN LOAD=t 72 PSF 4 ao 3 SPAN TUBE SECTION �ggg 0.196• /// ` BN.T.S. VERT SECTION �c p / \ S � qSe 9PAN TUBE SCHEDULE �1 NUMBER OF ALLOWABLE TUBE NUMBER OF ANCHORS PER NINIMUMANBIE I ,U ROUND TIKE SHUµER I-SPAR TNROBOLT9 ANGLE -.`LENGTH s WINDOW TOP BOTTOM TOP BOTTOM TOP BQTTOM TOP BOROM �pj ASSEMBLY TUBE ( TUBE TUBE TUBE TUBE TUBE TUBE TUBE d S / n 00" 123.8• 10.155, 115.2' 2 2 2 3 4• 7• gi 0 1155 w 101.7' 106.9" 2 z 3 3 T T ' 6 123• 89.9' 94.4• 2 2 3 --3 r r BO' 128.t• 167.0• 2 2 _2_ 3 4• 7- 0.126' l 9B' 114.8• 124_1'- _2_ 2 _3 __ 9__ _ T I_7' 8' �@ 123• 102. 109.8• 2 2 4 -4. 10'M 10• 6Ri LgI I1� G' 138.r 198.8• 2 2 3 3 02.875" 03.250" �L 0.180 I I B 98" 122.r 165.7- 2 2 3 4 7• 10• 1eD 16e.r__240.0 _2 2�tOS -6F 140.8" 229.9' 2 3 4 8 10• 10" _ / 9.1876 tz1 i3z`r zo3.r 3 a-s i 13 10 n LIGHT-N-VIEW WINDOW WPO6QRB4MLnEPl470PE t: N.T.S. SABIC PLASTICS SL)U431T-UL-94HB \ / SPAN TUBE S2 x3 CHEDULE NOTES:°ANGLES FOR 2'x5°B Yxb'BEAMS. 15-2339 2. USE 2'x5°xIJ4'ANGLES POR Yx8"8:2'x10'BEAMS. aal4n k 3. USE BEAM SCHEDULE FOR DETAIL 3/8. ►wae otsepm(�e 4 4. TOP$BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEM MUST BE LIMITED TO TOP BEAM SPANS. S SPAN TUBES MAY BE USED IN A BELOW THE BEAM.MID SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING CONDITION WITH SHUT-TERS SPANNING 2 VE AND BLADE W/ ROUND WINDOW99 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE ASID BELOW THE BEM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O FPANX ANCHOR SCHEDULE: CONCRETE 1111 ` """°p'1�,: 25'MIN EDGE DISTANCE Span Up To 6'-0" S pa"s UP To 8'-3" Spam Up To 12'-0" LOAD CANN TYPE CONN TYPE CONN TYPE _ ANCHOR (1>s0 Cl C2 C3 C9 CS Cl C2 C3 C4 I CS CS 1 C2 C3. C9 1 CS - NO PEO04 1/4'ITW TAPCON OR ELCO 43 16.0"16.D"15.0"18.0"16.0"18_0'16.0" 9.0 33_0"16.0 16.0" 9.5" 5.5 8.5 14.5" ULTPACON WITH 1-3/4' S3 1_6.0 16.0 10.5"14.5'16.0"16.0'12.0'• 7.0" 10.5"16.0••15.0" 7.5 4,S' 7,5" 1C.5' EMBED(3192p9 MW CONC) 62 16,0'1&E 8.5" 12.5"16.0"16.0" 9.5' 5.5" 8.5" 15.0"15_0" 7.5" 4.5" 7.5" 10.5' -� Z R->asnmm" 70 36,0"13.0" 7.0" 11.0 16.0 15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5_4.5" 7.5" 10.5' 7 / B COM6INA TIOIQ.O�•. 5TA7E 0 M QQ I 100 19.0" 7.5" 4.5 7.5" 10.5"15.0' 7.5' 4.5 7,5" 10.5 15.0" 75" 4.S' 7.5" 10.5" 2■5 ITYP. g / 10 COMBINA 7101rJ; (C (DRIB rn 1/4'MILLENWH MILLFAST AL 16.0"16.0"15.0'16.0'16.0"16.0'16.0 9.0" 13.5'16.0'16.0" 8.5" S.S' 9.0" 13.5" iSS� W WITH CONCRETE)ED(3275ps1 62 10.0"15,0" 8.5" 13.0".16.0"16.0'IB.S" 5.5" B.0" 13.5'13.5" 7,0" 4.5" 7`5" 9.5" O /�/7j� A�, _ �1�+L=j _70 18.0"12.01' 7.0" 11.0"16.0"14.0" 7.d' 4.5" B.G- 10.5'13.5" 7.0" 4.5" 7.5" 9.5" r/t�1 yQ1 _ 100 13.5" 7.0" 4.5" 7.5 9.5" 13.5" 7.0't57..E. 9.5" 13.5' 7.0" 4.5" 7.5" 9.S" U �Lm Za 1/4'ELOO CRETEFIEX 5S4 43 16.0"18.0"16.0 16.0"16.0"16.0"16.0" 16.0"36.0 12.5" 8,0" 13.0"16.0" t•S ITYP_I 2 x S ITYPA N W/2'EMBED(3350ps1 MIN 53 16.0"16.0"I6.0"18.0"16.0"16.0 16.0" 16.0"l6.0SO.D6.5' 11.0"14.0" WCONC) fit 16.0"16.0"12.5'16.0"16.0"12.5" 16.0"16.0"10.0" 6�5' 1_1.0"140"18.0"16.0•'10.5'160"16.0"16.0'10.5" 15.0"I6.0"10.0" 6.5' 110"140° UI100 16.0"10.0" 6.5" 11.0"1.4,0"16.0'10.0" 14.0"16.0"IO.d' 6.5=13.0"14.0° O W ui 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING .WTO c1 a © 'c4 cs cl a o ca cs Cl a c3 cq cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"17.5"1 8.0' 16.0"16.0"16.0•• IT 5.0" 5.5" 16.011116.0" 9.0" 3.D" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE 1{ ULTRACON WITH 1-3/4" 53-16.0"L6.0" 5.5" 6.5" 16.0'16.0"12.0•• 4.5" 16:0"14.5' 7.5" 10.0" ANCHORS ONLY n 4Y EMBED(3192p5 MIN CONC) fit 16.0••155 4.5' 5.5" 16.0"18,d' 9.0" 4.0" 14.5"14.5" 7.5" 10.0^ - C4 CONNECTION TYPE USING PIECE QB WITH -_ ® - 70_16.0"12.5" 4.0" 5.0' 16.0"15.0" 7.5' 11_[1" OUTSIDE ANCHORS ONLY _ 100 14.5 7.S 10.0 14.5' 7.5' 10.0"14.5" 7.S' 1/4"MILLENIUM MIIIFAST 43 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.5" 9_5""_16.0"13yD" 7A" 9.0' 6.5" 10.5" W' WITH 1-3/4'EMBED(3275p51 53 16.0"IW 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5- 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: MIN CONCRETE) 62 16.0"115" 8.0" 9.d' 16.0"13.5" 7.0" q.0" 6.5" 11.0"30.5" 5.5" 5.5" 7.5' p. 7 ' pl 70 Ifi.6" 9.5" 5.5'• B.d• 16.0"11.5" 5.5'• S.5" B.5'• 10,5" 5.5" 5.5" 7.5^ 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y ru ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE E 100 10.5" 5.5" S.S' 7.5" 10.5 S.S' S.5" 7.5" 10.5" 5.5" 5.5" 7.5 UMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pv 0. � 1/4-AL NIS SOLID-SET 1.7/4'MIN EDGE DISTANCE 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm �ludyyl � ANCHOR W/1118"EMBED& Cl C2 C3 C4 CS Cl C2 U C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/9-20 SS MACHINE SCREW 16.0" 8.5" 10.5"16.0"16.0"32.0" 5.5" 7.5_' 16.0"12;5" 6.5' 3.0" 5.0" 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER E (3000ps1 M[N CONC) 53 16.0"15 0" 6.5" B.d' 16.0"i6.0' U.S.- 4.0" 5.0" 15_5"10_0" S.0" 4.D" 7.D" THAN OR EQUAL TO SHUTTER SPAN. E 62 16.0"11.0" 1BE 7.0' 16.0"ILS fi.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. � S 1� 70 16.0" 9.0" .4.5' 6.0' 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4A" 7.D" 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE 100 10.0" 5.0" 4.0" 7.0' 10.0' 5.0" 4.0' 7.0" 10.0" 9.0" 4.0" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER .g 17 7) 1)4"ALL-POINTS SOLID-SET _ 3'MIN EDGE DISTANCE __ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS CI C2 C3 C9 CS C! r1 [3 C4 L5 CONNECTION TTYYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 111pppQQQSSS 1/4-20 SS MACHINE SCREW 43 16.0'16.0'16.d' 16.0"16.0" �. (3000pa1 MIN CONC) 53 16.0"16.0"13.5"16.0"1fi.D"16.D"14.0" 8.5. 13.5 16.0"16.0" 8.5" 5.5' 9.5" 12.0' S. ALLCONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.d'16.0" 8.5". 5.5" 9.5" 12.0" ONLY. 70 16.0-115.0-1 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5^1 5.5 9.S' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED Fi 100 16.0"18.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5"1 9.5 112.0"116.0 8.5" 5,5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2-5/8"MIN!EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"PCIWERS SS DROPdN FINISHES. W/1/4.20 SS BOLT AND Cl i C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS r, a 1'EMBED(3000ps1 MIN _43 16.0"16.0"14.D"16.0"16.0"16.0"14.0" B.O" 12.5U16�.11"""14.0" 7.5" 5.0" B_0" 11_5" 7. WHERE EXISTING STRUCTURE]5 WOOD FRAMING,WEQOOD FRAMING CONDITIONSCONC) 53 16.0"16.0" 9.S" 14.0"16.0"16.0" 9.5" 6.0" 30.011.5" 6.0_4.0" 7.0" 8.0" MEM9ERSNOVi P WVOOD FASTENING TSO PL1M'WOOOD ISUACT CEFTABLE ON Y FGOR16.0"12.5"-75" 12.0"16.0"14.5' 7.5' 5.0" &511.5" 6.0° 4.0" 7.0" 8.0SIDE CLO�URE%ECES.70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.d' 4.0" 7.511.5' 6.0" 4.0" 7.0" 8�0" 8¢d 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SND FRAMING,FASTENER 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0 . 11.5" 6.0" 4.0" 7.0" 8.0` SHALL BE LOCATED IN CENTER OF NOMINAL 2"X-0' MIN. WOOD SND.3/4' 1/4'POWERS SS DROP-IN 3-1/2'MIN EDGE DISTANCE r �+ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.d SCREWS SHALL a e W/1/4-20 SS BOLT AND ' Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR MIX HEAD. q; 1'EMBED(3000pd MIN 43 16.0"I6.0"15.0"16.0"16.0"16.0"14.5" 9.0" 13.5'16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9•. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN p d CONC) 53_16.0_'16_0"10_5"15.0"16.0"16.0"10.0" 6.5' 10.5"16.0"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"L3.0" 8.0" 12.5"16.0" 8.0" 5.0" 9.D" 12.0"12.0" 6.0" 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N. 10.5".7.0" 11.0"16.0"12.5" 6.5' 4,5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5' 8.5" 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0" 6.0" 4.0" 7.5' B.5" 12.0" 6.0" 4.D" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" __ _ _ 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, *12 SMS W/2"EYEWALL Cl C2 C3 C4 CS Cl C2 C3 Cil CS Cl Q C3 C4 CS NOT ORATE R WASHER WINGNUi. WPMMfl KLwA..PE ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14_0"[13.0" 16.0"16.0" 7.5" 10_0"16.0"16_0" 9.D" 4.5" 6_5" I3_S' 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_'2339 (2000p9 MIN CONC) 53 16.0'116.0" 8.5" 11.0" 16.0 31.5' 5.5' 8.0" 16.0"1q.0" 7.0" 3.5' 5.5" 10.d' k 62 IS&15.0" 7.0" 9.5' 16.0" 9.0" 4.5" 6.5•' 14.0"14.0' 7.0" 3.5' 5.5" 10.0" - 1L WHEN ANCHORING TO HOLLOW BLOCK SDS PADRICT SHOULD NOT BE USED TO BOAR s p DRILL INTO HOLLOW O HOLLOW NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL Pue Drsu1*r1Dw, 70 16.0"1X6.0" B.0" 14.5' 7.5" 4.0" 6.0" 30.5'14.0" 7.0° 3.5' S.5" 10.0" CONCRETE SCREWS TO HOL�OW BLOCK 100 14.0" SS" 14.0" 7_0" 3.5" 5.5' ]0.0"14.0" 7.0" 3.S 5.5" 30.0a125MS W/2.75'EYEWALL 13 16.0'1 "J6:0" 16.0"16.0"10.0"14.0"16.0"16,0"t1.5i7 6.0" 9.5" 16.0" ARMOR INSERT W/2S' S3 16.0"1 '16,0" 16.0"15.0" 7.5" 1f.0"16.0"160" 9.0" 5.0" 8.0" 17.0" 91 EMBED(2000p�HBf CONC) 62 16.0'1 73.5" 16.0"11.5' 6.5" 9.5• ]6.0"160" 9.0" 50" 80" 13070 16.0"1 ' 11.5" 18.0" 9.5" 5.5" 0.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" ,/•/10D 16.0" 8.0" 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" CONN TYPE CONN CONN TYPE �► ® 3-1/B'MIN EDGE DISTANCE EMEM ® EMB mo m • m mm mm©i�ioomomm i Mama ; MR : m��/aiam���iiiiiiiiiir��ar��aiiiiiaiiiiaia�®� ®�mmmmm iiiia/im� ^. EMBED �7 day/Ya///, ®/a�////////0�V///2.f9///%%i////al//�70a1G�� F� ami® •' /// �� //////%i///, Om mgj////,/ice/�//////�///��///�, :, �/� �/"////< � j �� �i . /� -/limm // i/��• i . . THAPI • • irmmm ,-•,..,„.�.. %//////////////�/%/iFE� �/j0'/jj //i m '//////�1%/%//O/%%i%//%%////1�'F1//%%///"/y/%P////UR%//�il//////%//%////%//.L�%/%//iO/�E /%//�•®%� �m©om©momommmommmm©o®mo©©®moom© M�; /i i%/////% //%� �momm©mr- ioomoomr�®©om®moon®ammo AWN /moi imom /ii; � ' a 1 H � noun �m©mmo©o©m©mo©onom©oomomoomno©© %//Y%i%//yam �� %// `//%//////////!/%///�."////%010/0'. S// ®�®' %/m,./®1%// % cea ' mWINE �--•�, O 10 'RANKLBENNMDO F.R. ANCHOR SCHEDULE:HOLLOW CONCRETE BLOCK 2'MIN EDGE DISTANCE C1�;.•• Spans Up To C-0" Spans U0 To 8'-3" Spans UD To 12'_0" •- UC tie LOAD CONN TYPE CONN TYPE CONN TYPE (� s ANCHOR (PsR Cl C2 C3 I C4 I CS Cl I C2 C3 I CA I CS C1 C2 I C3 CA CS _* NO PEOU46r� 012 SMS W/2°EYEWALL 43 16.0"116.0"17.5" 9.0"1 16.0"15.5" a.5" 4.5" 6.5 15.5' B.5" 45" 410 1.0" ARMOR INSERT W/1-1/4' 53 16.0"IO.S'JWI, 0" 16.0"11.0" 6.0"_3.5" 5.0" il.d' 7.0" 3S" 345' EMBED p n 62 14.0" 7.5" U 14.5 9.0" 4.5 4.0" 7.0" 7.0" 3S" 3.5' S.0" •�O _�� _ _ 70 11.5 6.0" 7.5' 3.5 3.5" 5.5' 7.0" 33' 3.5" 5.0" �.(1• STATE OFWm100 i.o" 3.5" 5' 3.5' S.0' 7.0" 35"V11111A T. 5.0" '�tn�S/ <OR1Dw..,• LL ANCHOR SCHEDULE: WOOD (G=0.55) 314'MW EDGE DISTANCE rrnn ri Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'41" u m z o r CONN TYPE CONN TYPE CONN TYPE Z fip ANCHOR ( CS C2 C3 C4 CS CI C2 tl C4 CS CI C2 C3 C4 CS W vNW i� 1/4"LAG SCREW WITH 1-3/4 43 160"116.0"112.5"12.5"16.0"16.0-116.0" 7.5' 90-116.0"16.0"14.5' 4.5°1 6,0"1160 N _ MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 30.0"l6_0"16.0"18,0" 6.0" 7.0" 16.0"16.0"iL5" 4_0° 5.0" 16.0" 62 16.0"16.0" 7.0" 8_5"16_0"16.0"14.5" 5.0" 60" 16.0"16.0"11.5" 4.0" 5.0" 16_0" w ' ( 'tGt116Ca' 70 16.0"16.0^ 6.0" 7.5" 16.0"160°12.5" 4.0" 5.5"36.0'16.0"LLS' 4.0" 5.0" 16.0" 00 va 100 36.0"11.5" 4,0" 5.0" 16.0"16.0°11.5' 40" 5.0" 16.0"16.0"1L5' 4.0' 5.0" 7/16•WOOD BUSHING WITH 43 16,0"16.0" B.0" 10.0"16.0"15.5° 8.5_-4.5" 7.0" 15_S' B.5" 45" 4S" 7.0" 1.13'MIN EMBED®114-20 JJO 16.0"lOS' $.5" 8.0" 16.0"110° 6.0" 3.5" 5.5" 11.0" 7.0" 3S" 4.0" 5.0" (1 lYp SS MA1711NE5CREW 14.0" 8.0" 4.5" 6.5' 14.5" 9.0" 4.S" 3.0" 4.5' 7.0' 7.0" 3S" 4.D" 5.0" Km v °Lrtpm 12.0" 6.0" 3.5" 5.5" 12_5' 7.S" 3.5" 4.0_' S_S' 7.0" 3S' 4.0" 5.0" I'Yi 0 few I. 7.0"3.5" 4.0" 5.0" 7.0" 3.5" 4,0" 5.0° 7.0" 35" 4.0" 5.0" 3 014 SMS OR 014 WOOD 43 16.0"16.0"_12_5"14.5"16.0"16.0°16.0" 8.0" 10.0"16.0"16.0"t1.5" 5.0' 7.0" 16.0" y t! SCREW WITH 1.3/4'MIN 53 16.0"S6i 9.0" 11.5 160"16.0"15.0" 6.0" B.0" 16,0"16.D" 9.5" 4.0" 5.5" 130" w 6 THREAD PENETRATIONFd 62 16.0"16.0" 75' 9.5" 16.0"16.0.11.5" 5.0" 7.0" 16.0'16.0" 9.5" 4.0" $.5" B.O. 70 16.0"16.0^ 6.5" 8.5' 16.0'16.0"10.0" 4.5" 6.0" 14.0'16.0" 95" 4.0" 5.5" 13.0 -UM < 100 16.0" 9.5"1 4.0" 5.9'113.0"116.0" 9.5" 4.0" 5.5" 13.0'16.0" 9.5" 4.0' S.5" 13.0" =.5 u p n ANCHOR SCHEDULE: WOOD (G=0.42) __ _ 3/4'MIN EDGE DISTANCEF s r LOAD $Dans Uo To 6'-0" Spans,Up To B'-3" Spans Up To 12'-0_' S CONN TYPE CONN TYPE CONN TYPE a s ANCHOR C2 C3 1 C4 I CS I Cl I C2 I C3 I C4 I CS C1 I C2 I C3 I C4 I CS r. 114-LAG SCREW WITH 1-314 43 116.0"116.0" 9.0-1110.0"16.0-116.0-16.9-15.5- 7.0" 16.0"16,0" 9.5" 3.5" 4.5" 15.0" MIN THREAD PENETRATION53 16.01-16.D" 6.5" B.0" 16.0"116.0"12.5' 5 4. ' 5.5" 16.0"15.0"17.5" 3.0" 40" L0" 1 �p 62 16.0"ifi.0" 5.5" 6.5".16,0116.0"16.0" 9.5" 3.5" 5.0" 15.0'•15.0" 7.5" 7.0" 4.0" 11_0" of d 70 16.0"13.5" 4.5" b.0" 16.0"16.0" B.0"13.0" 4.0" 11.5'15.01- 7.5" 3.0" 4y0" 11.0" E a V100 '15.0" 7.5" 3.0" 4.0" 11.0"15_0' 7.S" 3.0" 4.0" 11.0"15.0"7.S' 3.0" 4`0" 11.0" 5 0 si4 SMS OR 014 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0'12.5' S.5" 7.0" 16.0"13.0" 6.S" 3.5" 5.0" 10.5" SCREW WRH 1-3/4'MIN 53 16.0"16.0" 6.5'" 8.0" 16.0"16.D1 8.5" 4.0" 5.5'• 16.0"10.5" 5.5" 2.5" 4.0" 7.5" _ 0 THREAD PENETRATION 62 16.0"11.5" 5.D" 7.0" 16.0"13.0" 6S' 3.5' 5.0" ID.5"10.5" 5.5" 2.5" 4.0" 7.5" 4mma1m0am 70 16.0" 9.5" 4.5" 6.0" 1601-110' S.5_3.0" 4.0" 8A" 10_5': 5.S'- 2.5" 4A" 7.5" f00 10.5" S.S' 2.5" 4.0" 7.5" 10.5" S.S' 'A" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK as ow Is 4"MIN EDGE DISTANCE L� G Spans Up 7o 6_-0" Spans Uo To 6'-3" Spans UD To 12'-0" ! s ANCHOR (FONN TYPE CONN TYPE CONN TYPE SS St S� ClCS C2 C3 CA C5. Cl CZ C3 I C4 CS Cl C2 C3 C4 C5 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0'16.0"16.0"16.0'16.0"15.0"16.0"16.0"16.7-115.0-19.0-114.0--116.0-- ._1/4' 14.0"16.0"2-lµ'MIN.EMBED 53 16.0"16.0"16_0"16.0"16.0"16.0"16.0"111.0".16.0 16_0"160"12.0" 7.5' 120.0• pZ 62 16.0"16.0"14.0"16.0"16.0"160'15.0" 9.0" 14.0"16.0"16..0"1120" 7.S" 12.0"16.0" !s Ea 70 16.0"160"11.5.16.0"16.0"16.0'32-5' 8.0"U. 16.0"16.0":12.0" 7.5=12.0"i16.0" �•Ryo I�0 16:0"12.0" 7.5" 12.01-16,0"16.0.12.0" 7.5" 12.0"16.0"16_0" 21 A" 7,5" 12_0"16.0" S 5/L6"ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0"16.0"16.0'SO.S' 6.5" 9.5" 16.0"11.0"I 5.5" 6.5' 9.0--1 [01119ff1A91iL®tWOpfE 2-I/4'MIN.EMBED 53 16.0"13.5" 7.5" 31.0"16.0"14.0' 7.5" 7.5' 13.5" 9.0" Gmw 62 16.0"10.0" 6.0" 9.d"16.0"11.0° S.S' 6.5" 9.0" 9.0'• 6.5" 15-2339 9.5" 5.5" 7.0" 9.0" 6.5" 100 9.d' S.S' 6.5�' 9,0" / 5.5" 6.5" 9.0'• 6.5" yAOe OEfOl1PTLp1U tl u,8 Y MIN EDGE DISTANCE - �,C2 C3 t CS CL C] tl CA_ CS CS C2 C3 C4 CS $12 SMS W/2'EYEWAL 47 16.0"16.0" 9.5' 11.5"160"16.0°14.0" 5.0'• 80"I 16.0"14.5" ARMOR INSERT W/Z'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0' 9.5" 4.S" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 0.5' - 70 16_0"10.5' 5.0" 6.S' 16.0"12.5' 6.5° 3.0" 4.5" 9.0" 115" 6.0.. �. A.5' 8.5° - ANCHOR NOTES:SEE SHEET 100 11.5" 6.0" 3.0" 4.5' 8.5" 11.5" 6.0" 3.0" 4.5" 6.5"111.5"16.0-13.0" 4.5' 8.5" 9 FOR ANCHOR NOTES.