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:ensu SCIS Home Log In r User Registration Hot Topic j Submit Surcharge Stats&Facts 1 Publications FBC Staff,i SCIS Me Map Unks Search l ir �_ Vii, u Product Approval =' USER:Public User 3 db�t�:~ Product Approval Menu>Product or Application Search>Application Lis[>Appnc;ation Detail �.-(E C E Tl 1 E b EE 1 V ' FL# FL13757-R6 Application Type Revision 2098 Code Version 2017 Application Status Approved Ll1Ci County,{ Er (1 r`(— _o f�rml�ting.. Comments �iU 12 2018 Archived L.l t T, Ll.lciw County, !?�rmitting Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.co - Authorized Signature Frank Bennardo frank@engineeri xpr �_�n_ Lam! P Y' 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. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1686 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 L � Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv EOuiyl.Ddf FL13757 R6 Eauiv Eouiv2.odf FL13757 R6 Eauiv Eouiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes, Created by Independent Third Party:Yes ;Design Pressure:%N%A Evaluation Reports 40ther.;See installation drawings for allowable FL13757 R6 AE Evall.Ddf 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.adf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eva12.0df 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 sack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1624 The State of Florida is an AA/EEO employer.Coovriuht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not wantyour 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 650.487.1395."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 emall address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 0® eco-_ M Credit Card safe N r,, 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ e % GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING z N'P004654E CODE SIXTH EDITION VOI&FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI AL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN -UNLIMITED WIDTH ORE1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. .POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION STATE OF DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS As DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLO DA BODING CODE SHALL BE LESS THAN OR E?UALTO THE POSITIVE OR NEGATIVE DESIGN C tj% PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. 1111111 Pel 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202ff3 AND ASTM E188%E1996/E33O. z - r T 4: DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T ED PRESSURES 01 DED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING FtE(,IU&ED FOR ALL WIND Z� ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL IllCRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND x LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. y. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ow al 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 55 SHALL BE USED. 8. STIHETE.SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CON3UNCT7ON WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE, w g 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. A m 9' 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL IM DOCUMENTS. r! 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION J1 Ell I I I . �A SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,sRWr :D,DATED AND DEVIATION ASA CONDITION TO THE BUILDING OFFICIAL GAhfiNG NIS/HER APPROVAL ri I U LOCKING MECHANISM,SEE 13. EACH SRRWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FLTYPICAL ACCORDION li MISSILE LEVEL D-ASTM E1886 E1996&E330 TAS 201 202&263 /1-1�SHUTTER ELEVATION FLORIDA PRODUCE APPROVAL NUMBER TABLE 2: N.T.S. EXTERIOR ELEV LV 14. ALL EXTRUSIONS SHOWN SHALLBE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A e MINIMUM TENSILE STRENGTH OF 60 K.S,I,,U.O.N.POP RIVETS SHALL BE 1/4'0 OR 3/145PO 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE " FACILITIES IS. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS., SHUTTER 19. MOUNTING EXTRUSIONS MAY BE RENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20, ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :5 30'ABOVE 30'AOOVS --I 3D'ABOVE -301ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRAVE GRADE GRADE 22. SHUTTER MAYBE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. GRADE 23. SEALANT SHALL BE USED ON ANCHORS OR YJRACKS WHEREVER WATER SEEPAGE IS POSSIBLE 72" 2-1-14" 1-518" 2-316* 3-sw TABLE 1: 1-718. TABLE NOTES: WIT 4-114' 2- ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 4-7/8' 2- S' SHUTTER SPAN SCHEDULE"ABOVE ARE - 1 2- SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. aw DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND BROWARD COUNTY L PA SHUTTER SPANS 15 NOT PERMITTED.FOR SPANS DESIGN DESIGN '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED,ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". Rur LIME) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL Tr IDO 100 HAVE ABOVE G 2-7 MINIMUM SEPARATION FROM GLASS WHEN%3B'ABOVE GRADE,AND 1-518'WHEN>3W 08' 70 70 1 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE --120-. 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 444' 1 43-1 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-09. RAU L, ///� EDOIfiS4E9��€;'R _PROJECTION VARIES R 2.874' 4.874`MAX. •.•••S'0.115' - . �- =*:' NO pE00q 0 0.062" 0.450' 0 0.000' _ 609 10 T o 0,125" 1.700"-- 0.100° }--1.830" -0.062" _ 1.708" 0.100" N ---I• �_ 0.080" 0.063' r Q s 0.195" 0.096' L 0.195" 0.060" 0.070' r 0.060" 2.820' �(\•.••",IgrF OF t �r 0.125' .T. N 0.630" �-�. ~ 0.630° 0.062"� 1.993"� 1.908" CORIDA W m B �1 0.062' 0.062' ,^y -1- 6•'F' 0.630' I-� 0.630' (1r L 0.143" 30.09Cf1N'••.•.••'G u�� 1.: 1;069"-f 0.971" }0.971"1 0.143' -11�- � III X55 W01 �y�1z L E I � Oin60' O.OGr• 1;070" 0.630" ZIit �>uy. I 0.062' 0.200' }-1.069' O.D6P' 0.200' ;`-: Q�_-. 0.630" 0.06;.",�_j�_ 0.0,D,'j- �. 1¢6® =o IY 3.069' `•�\ I I L mgmpyy®$$II��y55�q0 `SUPPORT LEG OPTIONAL }-1.069"-} wi 0.062• 1.069"� 0.062' 0.200` W $NJ^ "+N 5.745"M -5.745'MAX. OWALL BUILD UUT WALL 3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK 0)HEAVY HEADER SILL O LITE HEADER SILL off+ SCAL IZE SCALE:HALF SIZE O SCALE:HALF SIZE. SCALE:HALF SIZE v SCALE:HALF SIZE SCALE:HALF SIZE MO WHERE SHOWN"SCREW BOSSES fl FELT GROVES ARE OPTIONAL M ON ALL EXTRUSIONS �y 0.874'♦• }--2.655" 0.875' ¢ -2.195" I }--'0.510' 1-2,195" 1.230' 'fII� jj -r I I 0.060" {J. ��11F��II��4ii1 g •1229" I 0.10s" Dill", 8 ,I:, II ,S�0.7 5' I 1'�_ I � �I .. : -omaa 2655' n ; 7O:I C. `.: - 2.362' ��.�-1 'm^ I " i� i -1., 4.84"1.069" I . 1.1: H ' `" -� 4.51.069° 0L0Tot I 0.075' n¢ 11 0.075' ry c 0.044' E 3 0 0.105" 1 ...f-...'i f _ I 0.9941 v o a �-----4.510' _--__- •-_- - ----- i NOTE:TESTEDTHICKNESS OF a .-___. _ I _4.510" -} �-3.506"� RH4ElAtW AINFIS-Ox 1 SILL Og SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTT 13 6.8 STREAMLINE_ SLAT BL R (DSCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE S SCALE:HALF SIZE ` l F P% d 8itI 9 4 0.477' 1.570' �¢fa!¢fS¢ �egggaggg 0.060' 0.341' 06 0 510" ! 0.143" 0.1 t- 0.590" 93" 0.070' 0.245" 1.708" 0.143" 0.096° 7 d ¢ :. 0,060"-fl--r E 0.115" i 0.080• 0.117" 4753 (6 0.090" a19"� �' f -0.096 o.Deo• 1 1 CR4 4.510' IRWIN Fowl 30' 0.060"0.682'E2.. 0.6 ��--..•---;,1115_, mrnam1�5O-23 390.693" 22' 0.420" wn _NOTE:THICKNESS OF BARE --1.625" wD erE METAL W/O FAINT is 0.039" rmz p ggm m 15 6.8 STREAMLINE STACK 1G RADIUS CEILING HEADER/SILL �7 6_8 STARTER I8 WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE 9'9 III NR L BENHMDO V.E. • `1111111111// IP®016599 "�:j":^ kAK NYLON 0.610" STAINLESS STEEL 260"280 i--� t..140" ALUMINUM HER OR 0.357' L/• '' , '7- ASSEMBLY 0.SO" �' Nop F � I 0.320'0 HOLE o(rl #-Q- 0.276" b FQQ 410 x 2-3/4"410 Hi S.S. I 1 985 s O.BBD NYLON •+u a,0 0,120'0 INSERTS SCREW W/TC ULTRACOTE T--• (0.591" O.OSb' WHEEL COATING I ^T 61 0 IY' INTO (TYP TOP 8 BOTTOM) 0.062" - m TgTC Q` ,µµ3II z -- 1.lOD'-} F0.240" NYLON BUSHING W/WASHER: L_• '�is�/ •`O�IDAF `(JJ EiG L T YP. 0.750' 7/16"6 x 1/2"@ INTERIOR JOINT TOP 0.154' -0.137' i�i0�q \� [l] m n I- --s'�•-� SIDEJO1NiATTOP. 0.870" 7/16.0x1"01 INTERIOR JOINT BOTTOM ////CI ENGII, 17LW tin "_x CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR b �W I 1 g ANGLE HOUSING-ZINC DICAST POWDER COATED 2g 7K SCALE 19ALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL BOX CENTER INSERT (g �Qa g SCALE!HALF SIZE NE: MAY PERATED IDE SCALE HALF SIZE SCALE:HALF SIZE z7C OOTR KEY B TURN OPERATED INSID W DN {A f XMI 6 0.250^ 23 BRASS PUSH LOCK D9W SCALE:HALF SIZE N W Axr=i -RO.155" 1.978" 2.125' O 4.00 0.236' ---1.742' 0.286" 1.603" 0.500° -1.710" -•1.224"- 0.267' R0.500• $ T 0.790" D.09D" 0.319" 0.531 0.531" m 1: _ t1 ^ 0.064" g A 2.250.250' 0.09 .bi m 6 r.; 0.607 0.607' I. 9 0.118 J .� .0.224" 0.239"- f., n `�• m nm v I i,• 0.060" 0.496" 0.240" rtl' + + + + mgq 1.7 17 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" 1 t-- D.z4D ZTi 0.160° o.z22^-r r - SCALE:HALF SIZE SCALE.IIALF SIZE 1.001 0.062'0.062' 0.062" �-0.176' c 3pSCAnLE HALFATE pSI E 31 SCALE HALF s ZMALE BOX E TER 32 SCALE-HALFFEMALE SIZE CENTER SIZE5 , $$ -4-0.062' 3 }-JOAOD' :c Oc; m tri j--5.500'x 13/L6"WIDE- 7/16"0 STAINLESS If UQ ,A 167' STEEL NUTj E R vt A06 5 P t Y- 30 fuc OPT n 0.125' I ^.(y - "� r0,438" CD 1 _O.18B" 5/16-18x1 MACHINE SCREW `r Oa,' ._y.. L TTT --T_TL TYP. 5/16'0 INTERNAL STAINLESS STEEL ,�, 0.121^ F¢p 4.500' H'0.689" OWDER COATED,ZINC DIE-CA THREAD „1"y a IN a 11 SECTION A HEAD STYLE VARIES I p TA MDpEL 2U2z 3g T-LOCK ADAPTER 3'7 T-SCREW INSERT 3S THUMB SCREW �f - 1.050 @ e� IN SYSTEMS (OPTIONAL) SCALE.FULL SIZE SCALE FULL SIZE p - x0.254" (00 '1D� qD0 €S 35 BOX LOCK SCALE:HALF SIZE �1 0.319 END STRIP 1" ffi d 9 d11 R� SCALE,HALF SIZEt---•2.000" 2" & 3" EXT IT-0.12s F-1.625" 500"-� SCALE: HALF SIZE ���• U.325' 0.050' 0425-JT 0.085"j o -0.125' OWIIabrtRWKLNMYWPE elS-N 0,093' 15-2339 0.250" DB5" raw omrumaNl 7.000" ---- NU STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE 2X7 ANGLE F SIZE SCALE.HALF S1ZE SCALE:HALF SIZE SCALE!HALF S1ZE 06IOIARDO PF S.:"ol ANY ANCHOR PER ANCHOR - EDGEDIST.SCHEDULE@ 18"O.C. EXISTING DIST,' SEE END EFOR ��SCHEDULEFORTarot NO E004 A .ANGLE EMBED 15p z�'+ SPAN WHEN USMG. LEG D RECITON II it — V / / 1/4" OR 8 8 STAR 1 o N - 17 S f- (INTERIOR) _ `T"[ " TZF- EMBED. €fh ffi 17 (yJ 7C 17 - �_i_._._-MAx. WITH 21 OR z p �D 01 MIN.0.062"THICK 6063-T6 ALUM. 21 D" 30 ANGIE 1"x 1"MIN.TO 2"x S"MAX. r 21 25 '/!!SS/ EDGE o-....— -- -- a ' FASTEN ANGLE TO TRACK W/ I I Z. UI U DIST. 9 •�, ANY PER ANCHO (21*10x1'SCREWS AT �) c �i RNER'TOP ft BOTTOM;AND Uf 1 SP u i b ATTACH TO 6.8 STARTER W/ L m 13 13 / 13 - IF1Z x 1/2"GALVANIZED OR Z 13) - 412 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16'0 ALUM.POP W ON 30 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET O14 1/4-20 MACHINE U"+W'•• z } 6.80"(TYP.I I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 8 NUT 019"O.C. ALTERNATE END STRIP DE AIL BOLT NUi 18"O,C, r (EXTERIOR) 5/16-18 T.1•,iUMB SCREW INTO THREADED NTH 6.8 S I AR fER AND ANGLE ANY TRACK W/ NO td •-d 1N16 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" W W p FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p H TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO pSF SPAN 6 SCALE 3"=1'-0" 1"HEIGHT. 1.01012,17 62 109' R 72 l0 02 9^ USE(t)BRASS PUSH LOCK _132 76 OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2'B;�3,T') 02 95" SEE ENO STRIP SCREW0 THREADED CENTER MATES .n INSERT 37 AT 1/3 SPAN �" SCHEDULE FOR MAX. 1EIIni d TO 2/3 AN FROM SHOWN ON RANDOM SPAN WHEN USING 7T77$ BOTTOM OF SHUTTER. 30 DETAILS 3'0/0(4.7') 7 9' 20,409,40b OR 40c, Fad m RECEIVING HOLE SHALL BE " 3!8"MAX WIDTH.UP TO 13 1/d" OR 6.8 STARTER q rn�9 1•'HEIGHT. 3D ALT.1'BIO 62_ 0" IhM AX• WITH 21 OR 2S.(2.T) 6z n a0 USE APPROPRIATE 132 75" STARTER STRIP 10 16"x3' 5 03- 0 20 PROVIDE CLOSURE - x0.093' TOR 13 5 9' BUILDING LOIJDI RONS. 23 21 664 0 7, FASTEN STARTER S1RIP c g 0 76 TO TRACK W/121 tllOxl" y v (INSIDE) 7 SCREWS AT CORNER,TOP N Ir 46 xo.125• 62 120" ALTERNATE END STRIP DETAIL S BOTTOM ai i SCALE..3"=1'-0'• ANY TRACK W/SCREW 13 NFw ' ss 60 16" BUSSES. H ma 70 111" 7F G.rc I 3 104' W ! SILL FOR Gx TER SPANS OR LOADS IRAN 0 W 6110WN IN END STROP SCHEDULE,ENO C t 1 O STRIPS REQUIRE A 1X1•.0 9a'CUP ANGLE W FOG AYANUDAONTIE EXISTING GLASS AUCIMRSVIEDUl .�14 �+•TR SUEW O ORIN408OLTTOENDSTRIP. -------- C aa ap oI qq ; 30 N o J USE(11 BRASS PUSH LOCK (INSIDE) USE I7)BRASS PUSH LOCK OR 11)5/16-10 THUMB i9 OR 111 5/16-18 THUMB 3D � ��n SCREW I 0 THREADED £€ ! SCREW I O THREADED a INSERT 37 AT t!3 SPAN SILL 5! I) Si& TO 2R3 SAfJ FRpM SPAN =.fig BOTTOM OF SHUTTER l a BOTTOM OF SHUTTER (OUTSIDE) AQ p� RECEIVING HOLE SHALL RE R 3/8"I IN WIDTH,UP T d 1"HE HT. 23 TYPICAL OUTSIDE CORNER CLOSURE s 30 CC1 DETAILS WO/CORNER POST 114 ill 9 NTS 13 CO WPN40RFW IL03WARD0Pd 13 02 1T z3 (OUTSIDE) 15-2339 * SIL 1. - - A USE 111 BOX LOCK AT 1/3 p1GeOUCRLPI70�li SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER 0TYPICAL INSIDE CORNER CLOSURE xbW 0 DETAILS WO/CORNER POST U MULTIPLE SHUTTER ASSEMBLY C NTS :e Oj SCALE.3' V-0" 1 .. - IAABN L BENNMDO.P.E. CI CONNECTIOM TYPE REFERENCE ANCHOR EXISTING HOST / SCHEDULE FOR MAX. STRUCTURE �i7 SPACING T MAX. i' C1 CONNECTION TYPO 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" _ W/)JUT[N 12"O C OR ` /• p / \ SCHEDULE FOR MAX. ® - 814 SMS Ca 6"0 C / t SPACING / 1/27` ITYP.TOP&BOTTOM) 1pN , ALUM. TUBE S.T O m 2 FASTENERS 6063-T6 ALLOY I ul~il 5 OR 6 OR T� EACH ANGLE- SEE TAB A FOR SIZE. I F __- W a �OR(6 J Z ALTERNATE THRU BOLT T�6 1"%2"x 1/8" 00 1�. 4V C1 CONNECTION TYPE K w aL p]a c OR 2"%2"x 1/0" - PIN.GLASS 0: ° _ - REFERENCE ANCHOR SEPARATION 13 o rrtn1 ALUM.ANGLE "' l SCHEDULE FOR MAX zS 13 I Lmz� PERTABLE Z EGG44II, I SPACING w Z �.THREE 3/16'•0 ALUM, ° " III ^ GLASS3' C m wPOP RIVETS OR !� I A OR DOOR—II x�A vai f, ?��" THREE#12 SMS.TYP. ° 17 I I \ u 3/76"m ALUM POP E r w O al 17 t6T D.C.ITYP SMS —_ / ACT ryA7_` 5]UR OR w O 'tw 17 I'._.._. _ ek v 13 �y¢Y TABLE A(a3) \' •••--- 7 P _-- x �+ PRESSURE VS ALLOWABLE LENGTH `_ w F� - 'a 0 N B MAY USE MALE OR '" o In \ G 2'x21c11/78' r' -X XUB E T ALTERNAT FEMALE LOCK-SLAT w O I F PSFB(O 13 HP.0 BOLT 1171 MAX FROM PIN 62 13V 168' CS CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING 71 124` 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR "'-•---I' WASHER ITYP.1 w 4 _ CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX I " I' 119 .d 62 319' 17Y N75 O 92 114' 16S SPACING 14x3/v"SMS(a 9"OC ANGLE TO TUBE CONNECTION rn p, 9 r( g 101 310" 160' �� acv r'S 1i ry Z"%2"% 125' perte . 3 120 1104• 147 TABLE B(cc4) EXISTING HOST EMBED. 6063-T6 ALUM TUBE z�13 w 150 9T L91" .m 2 PAE53I1RE V5 ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE .f17 BO' 114• QQ''yy��ll//gg fig'' EDGE DISTANCE REFERENCE ANCHOR $ PSF WIR1 B/0 3WI�TH IIB" SCHEDULE FOR MAX F �� SPACING 6Z 113` 16V FASTENER Cal IS"O � 3 72 107' 15T USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a B2 101• 14T IN ANCHOR SCHEDULE). SCALE 3"=1•-0" m 92 9S Or 102 9Ir or 120 BT 122 li'•��i1 w ry 1s0 7M Sos i _ r w 200 64" 99' ..-:. ... ... W a I-?n 2'x2"x {j 3/16 RIVET OR it l2 SMS 090"6063-T6 I'11J GLASS —13 7 M TION =� g (al 1B•'O.C. OR t/L-2y 17 ALUM TUBE TYP .°c'P_p TAB E NUI &BOLT(TYP.). 3/16"m ALUM.POP (doe GLASS 2 X OZ11 RIVET OR 812 SMS Q a Q Q �a ALUM. TUBE i a OR DOOR Oar 12�e1 d el a 6063-16 ALLOY (ID 1B"O.C.(TYP.) €N a -e -- E U y R IC 17¢ 8€92 SEE TABIE R FOR SIZE. Y"x 5•'x 1/B'• 2 FASTENERS CONlIN0005 1,2do ! EACH ANGLE ALUMINUM ANGLE fFgf V.2"x 093"6063-76 OPTIONAL ANGLE INSIDE 3 'THREE 3/16'•0 ALUM. ORIENTATION TYP, - • iq ALUM.-ANGLE.TYP 17 _— 17 - 0 dq o POP RIVETS OR Tm ' 17 THREE R12 SMS,TYP. w ° o 1"x 2"x 1/8" 4 CONNECTION TYPE iQ� OR 2"x 2"x 1/8" I REFERENCE ANCHOR 77 � 13 ALUM.ANGLE - � SCHEDULE FOR MAX QQ I �° II —USE MALE OR FEMALE — SPACIIIG W704W fIMLKRWW?A LDCK-SLAM 13 13 BLOCK OR WOODCFRAMING 15-2339 peeua� p (OUTSIDE) EE INSIDE SILL MOUNT SECTION 812 x 1/2"GALVANIZED SCALE:3"=1•-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS, )/4-40 3/16•'2 ALUM POP RIVET.OR SIDE CLOSURE OPTIONS �9 WT'S MACHINE BOLT 8 NUT SCALE:3"=1'-0" I . FMNK i.8B1t}AROp=p.E C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING { p j SCHEDULE FOR MAX STRUCTURE G SPACING GLASS m z^ GLA55 w C1 CONNECTION TYPE S"MAX /_W/NUT MACHINE BDLY��' OR DOOR)4F��RSTS.. F U} OR DOOR------ ¢w1--, REFERENCE ANCHOR J W/NUT P 12"OX r-Urn F- w G D SCHEDULE FOR MAX. )9 1#14 SMS 6"0 C= No - d N OT SPACING .} _ 13 Sw¢•" FIN 13 •N1/2" IT YP TOP880TT_0h11 1D MIN v(w H GLASS u W 1/4"-20 THRU BOCLASS X m EPARATION NOOInd /Z' PARATIO d=ted N 14 x 1/2"SMS Q 12"0 C PERz LOCK NUT( 12"DPER E}-a 1- OR 3/16"0 ALUM POP TAB E 7 d I1. d~ Q _}6R( ; "�T' '�, 12■1/2"SMS @ 12"D. L9 O a O N 5 6 4R ui OR 3/16"0 ALUMABtG2 z 1- RIVETS P 6"O.C. OR 1/4"0 = m w q OR 6 i ��'•, { H RIVETS P 6"O.C .i Y ALUM.POP RIVETS @ 12"O.C, R 1/4"m ALUM.POP R /� M11 AND 3U12"O.C.E.S. "'"' MN GLA55C/..FROFi PIN ASSEMBLY L,,,,, 1/L"MAX.FROM PIN SEPARATIEWw :- Q�9ANGUIDE TU BUSMING i 1JZ"TYP. URI 0 GU I G () p RTnBLE2 t3 .F NSA"" '7 egg aASSEMWASHER(TYP,) WASHER(TVP) I�-J 1J2" /2"TYP EXISTING CONCRETE, W7 CONNECTION TYPE OR DOORBLOCK OR WOOb FRAMINGEDGREFERENCE ANCHOR - CI_rC4 CONNECTION TYPE DIST E Z On F p w u1 SIiEDULE FOR FIAX O 777ii111//////REFERENCE ANCHOR SPACING vN to CI SCHEDULE FOR MAXSPACING n5 SHOwN fC3 CONNECTION TYPE IN DIAGRAM ON PG.9 u '" REFERENCE ANCHOREXISTING CONCRETE, a o 5�Q 6 OR (n` SCHEDULE FOR MAX. SPACING ACT,FASTENER BLOCK OR WOOD FRAMING J2,. 1/4"MAX.FROM Pit! LOCATION.FRONT AND CI CONNECTION TYPE GUIDE TO BUSHING v4 BACK ANCHORS NOT REO•D REFERENCE ANCHOR 1,{2" WASHER(TYP.) m MAX FRDr4 WITH THIS LOCATION g tNS(DE MOUNT 5ECfiUN SCHEDLttE FUR MAX J ttJ13� PIN GU BE TO SCALE 3"=1'-0" SPACING 19 d BUSHING WASHER A 1 INSSIDE MOUNT SECTION ��°°--C.S CONFlEC 110N TYPE mit p (TYP.) ��..J SCANCHOR ALE:3"=1'-0" SCHE ULEEFOR MAX ern'q 1 EXISTING CONCRETE, SPACING ,0 �C BLOCK OR WOOD FRAMI EMBED. BUILD OUT MOUNT SECTION TYP BOT10M EXISTING CONCRETE, SCALE•3"=1'- BLOCK,OR WOOD FRAMING 17 GQI NOTE:FOR DETAILS A,8,0 AND E ON THIS SHEET, EDGE DIST, EXISTING $ THE BASE TRACK MAY UE INSTALLED IN SECTIONS /J�/1" 4 CONNECTION TYPE EMBED STRUCTURE Q�y ra WITH 1/4"GAPS,PROVIDED 71 AT EACH SECTION HAS REFERENCE ANCHOR 5 CONNECTION TYPE 3 A MINIMUM OF TWO SETS OF ANCHORS AND IS AE FOR MAX. m '0 E REFERENCE ANCHOR ,❑ R MINIMUM OF 12"LONG.THE SILL CEILING TRACK W 5 6 SPACING SCHEDULE.FOR MAX USED WITH THE BASE TRACK MUST CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS.. 3 FS 1/2" &/;�.,RQ(�'� " u N GLASS O OR DOOR MN w 012 r.112"SMS @ 12" EPARASIO 13 = y WIN w j O.0 OR 3/160 ALUM, PER N 0Hm rin2Q� 333 999® ppp I-w» POP RIVETS P 6"0 C TABLE 2 y1 w OR 1/4"0 ALUM POP K rc 4~ DOOR GLASS OR MN.OLA 13 =p:w Z� FllN GLASS 13 ==2 u RIVETS Cpl 12"0 C. F o A, P A eA _N R N H (O N PER TABLE 2 SEPARATION - O O N d `•.� u Y.L Z t- PERTABLE2 xzozw - d.w.,itd Rd tt w m T ANO B E m Wry 1/4-10 5 S MACHINE d.,0 a 1/4"MAX FROM PIN u N $ SCREW 8 NUT P E u N ASSEMBLY i/2" 1!2" GUIDE TO @USHItiG d 12"O C. GLASS `I W TYP• WASHER(TYPJ OR OOOR 1/4"MAX.FROM PIN ar m N 1/4"MAX"FROM PIN @ Y / - x GUIDE 1 D BUSIIING tX„ 4 CONNECTION TYPE o 1/2" GiltbE T1J t3LT5 HtNG g WASHER(TYP) REFERENCE ANC}fU)2 WASHER(TYP) �>i 5 b E EOGC O EXi511NG CONCRETE, SCHEDULE FOR MAX H S OL OR WOOD DIST' SPACING AS SHOWN / ION 00'007RI1IgiiC041NtbpPE FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERECONINC?ANCHOTYPR 15-2339 OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. eauat "x 3"x"""CONT 3 CONNECTION TYPE 1112 x 1/2"SMS P 12" SPACINGSCHEDULE A MAX ALT.AS TENfR SPACING ►Ac�Ixlsal�oxl 063-T6 ALLiH,ANGLE REFERENCE ANCHOR O C OR 3/16"0 ALUM LOCATION FRONT AND EXISTING CONCRETE, AY BE REVERSED "� SCHELIULE FOR MAX, POP RIVETS P 6"O.C. BLOCK O=,WOOD FRAMING S SHOWN DASHED( SPACING BACK ANCHORS NOT RED'U �9 OR i/4"0 ALUM POP WITH THIS LOCATION WALL MOUNT SECTION RIVETS P 12"OC. Q D (�CEILING INSIDE MOUNT SECTION O WALL[ BUILD OUT aj SCALE:3"=1'-0" ti✓ SCALE.3":t 1'-0" SECTION O SCALE:3 1'-0" iMNK L 02NNM00,P.E. MN GLASS GLASS SEPARATION -� OR DOOR PER TABLE.2 w v DGI OORS OR 1h No PE 00465 ' r j a Z OR GLASS M Q DOOR SEPARATION =•D I VI W a a SEPARATION 1g N X w w a w PER TABLE 2 — .-t a= MN GLASS w J STA SEPARATION K al R - EE I l7~ PER TABLE 2 w m a z J w l q E2iQ J= ] w1=n~ ut2�S�Q .J F // N rL _ w Zo= = F Z W 1j111II D V k>QQ 5s� �in 13 a am 13 X zo. �� �am /2.. i J o Z Cl CONNEC71ON TYPE a ,o gqOo -� - i 1/4"MAX FROM PIIJ GUIDE u° REFERENCE ANCHOR F_ u'l ¢N 9 N 28 a O' SCHEDULE FOR MAX. a W O,. 9 70 BUSHING WASHER ITYP 1 IA a s w w jl I / TWO 1/L"0 WOOD 250" SPACING En LAG SCREWS R 21,'• C4 CONNECTION TYPE / I 250" O.0 MAX WITH 2" REFERENCE ANCHOR / TL 1. ID w THREADED PENETRATION p SCHEDULE FOR MAX g "T"INTO CENTER OF 2X STUDS / SPACING /a N M [� 18 IBb ' dd EMB "T' 14 SMS @ MIDSPAN BETWEEN /w DIST. STU05 FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD A Tlx CONNECTION S7u[[0 FINISH 7••x 4"x.125•• 6063-T6 ALUM.TUBE N k O DECORAIIVE: FLOOR TRACK DETAIL U WALL MOUNT SILL DETAIL w THIS DETAIL TD BE USED WHEN STUD SPACING SCALE:3"=1'-0". SCALE:3 1'-0" EXCEEDS TIE MAX.ALLOWABLE ANCHOR SPACING. yRS; O WALL MOUNT SECTION THIS DETAIL MAY � C ALSO BE USED G SCALE:3"=1'-D" �t} c C S 6 �D ACCORDION SHUTTER w a a C PER PRODUCT APPROVAL !- —GLASS j MH GLASS OR DOOR F- = PER TABLE 2 13 D in VI % PER TABLE2 � I EXISTING WOOD IG=0-421 a S APPLICABLE AT TOP X a Z TRUSS OR RAFTER P AND OR BOTTOM w a a (:v 24"MAX.O.[. t-v2't-v2- ry E Ian EXISTING FINISH 2"OR 3" MATERIAL C � 2°MIN. 5 6 �_1/4" lr X FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 TO BUSIVIr1G WASHER ITYP I m X2.175" ALUM.ANGLE NJ/THREE ii f ii S T K 3"K 3p'K CONTINUOUS OR �I 1ILf � i6tic 1/4"TILE ITYP) 1/4"0 WOOD LAG 4 2'%2.'x3'e"xCONTTNU0U5 1 I FINISH MATERIAL SCREWS WITH 2-3/4" II 11 g 6061-T6 ALUMINUM ANGLE 3/t^PLYWOOD MINIMUM THREADED PE ETR "T"IN WOOD @ 5 G 0.9'MIN.THICK 6061-T6 ALUM TRACK ix t/4"m A325 GRADE 7HRU BOLT @ 7"O.0 EACH RAFTER OF TRUSS. [� ANGLE FASTENED TO FASTENED TO ANGLE WITH 3/4-20 S OR SIt6"m A325 GRADE THRLI BOLT @ 12"O C 24"O.C.MAX WHERE - EXI57ING3KSICONCRETE - '✓ MACHINE SCREWS AT 3"FROM ENDS GALV.OR S'S ANGLE EXTENDS BEYOND ` g AND 9"D.C.FOR THE BALANCE LAST TRUSS MORE THAN ¢w K Y :DS HOST STRUCTURE WITH EI 0 �- 1/4"m ELCO ULTRACON TO CONCRETE/CMU u , j 6", EXTEIJD ANGLE TO �IB 319"p ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. m 3'FROM ENDS AND 4"O.C. ORt/4"m LAG SCREW 9"O.C.w/1-7/B•' NEXT TRUSS. w Jill 2-1/2"MIN: STRUCTURE(3000 PSl MIN) LID t3 t N=o' FOR BALANCE WITH 131 MIN.EMB. IN WOOD SG=0.42.TO 0.55 j ut w w MIN EMBEDMENT AND 234" MAX,DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE. 2 x J . MIN EDGE D15TANCE, f 62 P.S.F. HOLLOW BLOCK OR t~7 O N Q 0WR7ABRARL3fffvMPE STAGGERED WM 3"MIN. NAX DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEF. 1"x 5"x 1/8"CONT X w a ~ SPACING"TYP. 352 P.S.F: ANCHOR SCHED ALUM ANGLE 16063-T6) YJ�a 15-2339 BASED ON TYPE OF "w "ALF, HO BUILDOUT MOUNT STRUCTUREIMAX.DESIGN LUAO s 72 P S.F) a PAGE 0419M OXO SCALE.NTS PASS THRU DETAIL �K�1 m Hb STRUSS MOUNT SECTION SCALE•3"=V-0" O C SCALE•3"=1'-0" EXISTING HOST ALT.LEG DIRECTION ,r1� xnABDo7 r;E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED G CONCRETE IM HOLLOW BLOCK,3'MINIMUM41"_P \,.•'-�f..•/ _�% EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE AX (2)6063-T6 ALUMINUMTOP OR BOTTOM -- ANGLES PER BEAM END,SIZE = ' 0 8549 ' 112" PER SPAN_TUBE SCHEDULE _-* _ EMBED. I SPAN TUBE PER DE51GN SCHEDULE O 3 z _ ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 �;( EDGE OF ACCORDION ,. F~rY7, SHUTTER BLADES y d - 12'O.0 OR#14 x 3/4"SMS 6"O.C.3.5*MIN �S• 4��,. .2 _ ,'., TYPICAL fl 1/2"MAX. _µCSPC�I•., 77/7 3'MIN 5 6 7� �Q $Q4Y1� 5 I EDGE 3 16 z= S 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS 13 ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION MAXIMUM OF 3 WINDOWS GLASS OR PER EVERY OTHER BLADE DOORx o In N x x s LIGHT-N-VIEW WINDOW X: EDGE In ° tr1/2"MAX g ey S N.T.S. EXTERIOR ELEV =O DISTANCE L 5 6 N T.�Inm ^ O oO a W 3 16 1%4••I1Ax.fROH PIN GUIDE n w„ 70 BUSHING WASHER I'TYP 1 n1 Fo SACCESS -"'1/4-20 MACHINE BOLT W/NUT V 1/2' 12`O.0 OR 414 x 3/4"SMS S.O.C. 2.875'9/HOLE TO '1- HOLE --SPAN TUBE PER RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY � 1/2' 6063-76 ALUMINUM ya IAX. ANGLES PER BEAM END,SIZE 5 n EXISTING PER SPAN TUBE SCHEDULE ,32te HOST 1/4"0 THRU BOLTS SEE BEAM STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -•o EgALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m Trv478ED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF fh SPACING,AND 3'MINIMUM EDGE DISTAikE C p 0.125" {{-- 0.032' 0.032'{0.125• MAX.DESIGN LOAD=:k 72 PSF k o S _3 SPAN TUBE SECTION N.T.S. VERT SECTION 3 SPAN TUBE SCHEDULE / \1 ALLOWABLE7USE NUMBER OF NUMBER OFF MINIMUMANOLE ROUND TUBE SHUTTER 8P/W THRU�OLYS ANCHORSANLL PER LENOTry ANGLE ( + I J W NDOW SIZE SPAN TOP BOTTOM V B TOP BOITOM 70P BOTTOM TOP-I OffOM R td , s ASSEMBLY TUBE TUBE TUBE TUBE TUBE TIME TUBE TUBE !� 1 / 60• 123.0' 135.2• 2 2 2 3 0.1Zk6k525• w 1D1.T I 106.9' 2 2 3 3 \ 123• 89.9' 94.4' 2 2 3 3 1 T I T E 60' 129.1' 167.0' 2 2 2_ 3 4' 7' ���� +B 98' 114.6• 1T4.r 2 2 _3 ______3._._. r T 0.126' - 123 102.0' 109.8'. �2 2- 4 4 _10 -10' BO' 136.P 196.8• 2 2 3 3 T _7" 02.875` -- \ �-T 0.188' ' 0.125' 90' 1227' 164.2 2 2 3 0 7' 10' 03.250" J 128 115.4' 131.6' 2 3 4 5 1D' 13' 6 2�x10'x -_00' 168.1' 240.0' 2 2 3 4 / 0.18TG 228.2 2 3 _ 4 _ 29 LIGHT-N-VIEW WINDOW \� // ' ' 2D3.1' '. S '1 SPAN TUBE SCHEDULE NOTES: WY97QRBpML@RYWPE N,T.S. 'SABIC PLASTICS SLX1431T-UL-94HB �_ x x x 14"ANGLES FOR 2'x5"Q 27x6•BEAMS. 15-2339 ' 2. USE 2•x5'x1/4"ANGLES FOR 2"x8"@ 2'x10'BEAMS. sr31Ln _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAa�n' Im file 4. TOP B BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND � r2*"� BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM UMITATIONS(INCLUDING SPANS, 99 ANCHORS ANGLES AND DOM),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AU6 BELOW THE BEAM. O 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE faANX LBENNMDD P.E. I I i t r PE00{6 BE _ 2.5•MIN EDGE DISTANCE GSpans Up TO 6'-0" Spans Up To 8'-3" Spans Up TO 12'•0" LOAD ONN TYPE CONN TYPE CONN TYPE \ -:••• "-' AN O (Psf) Cl C2 L3 C9 CS Cl. CZ C3 C4 CS Cl C2 C3. C4 CS NO PE004 x _YF• 1J4`ILLY TAPCON OR ELC 43 16.0^ 15.0"18.0' 8.0' 18.0.18.0 9.0" 33_0"]6.0"16.0" 9.5" 5.5" 9.5" N.5'• _ ; * f� - ULTRACON WITH L-3/4' _ 16.0"16.0"10.5"14.5'I "16.0'12.0" 7.0' 30.5"16.0 15.0 7_5" 4_5, 7.S' 10.5' '-D y CA FMgFn(3192Ps1 MIN CONC) 62 16.0"16.0" 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 Z 70 16.0"13.0" 7.0:' 11.0"1fi.D"15.5" 0_0" 5.0" 7.5" 51.5"15.0" 7,5°4.5" 7.5" 10_5" 7 /BCDMBINA TIOIq O�. 57ATE O _ 100 19.0"7.5" 4.9" 7.5" l0.5"15.0' 7.5' 4.5" 7.5" 10.5'15.0" 7.5" 4.5' 7.5" 10.5" 2 x 5(TYP. g / 10 COMBINA TIOFJ; R• Q /7 8 1/4'MILLENIUH MILLFAST 43_18.0"L6.0"15.0"16.0"L6.0"16.0"16.0" 9.0" 13.5'16.0"16.0" 8,5" 5.5" 9.0" 13.5" �� '•�ORIO WITH 1-3/4'EMBED(3275ps1 53 16.V"ll 16.0"13.0"15.0'16.0"16.0"31.0" 7.0" 10.5"16.0'113.S" 7.0" 4.5" 7.5" 9.5" p �� NAL Y MIN CONCRETE) 62 18.0"15,0" 8.5" 13.0"16.0'16.0' 8.5' S.T59.'0" 1313^S'13.5" 7.0_4.5" 7.5" 9.5" Q ��70 16.0"12.0" 7:0" 11.0"16.0"14.0" 7.0" 4. 0" 10.5'13.5" 7.0" 4.5 7.59.5 �pll_5" 7.0" 4_5" 7,5' 9.5" 13.5" 7.0" 4. 5' 9_5" 33.5' 7.0" 4.5" 7.5" 9.5" I.J �3/4'EL00(LETEFLEX SS4 93 16.0"16.0 16.0"16.0"16.0"16.0"16.0"13 .0"16.0"16.0"12.5' 8,0" 13.0"16.0" 1 x S fTYP.I 2 x S(TYP.1 WW/2'EMBED(33590 MN 1 " 16.0"1G.0"16.0"160"16.0"105'16.011116.01111010" 6.51' 11.0"14.0" CONC) 62 16_0"16.0"12.5'16.0"16.0"56.0"12.S" B.0" 13.0"16.0"16.V'10.0" 6_5" 11.0"14.0" 0P=a' � Llg 70 10.0"15.0'10.5.1610"16A"16_0'30.5_' 7.0" 11.5"15.0"16.0" al 30.0' 6.5" 11.0"14_0" m g 6: a 14.0"16.0"10.0" 6.5' 11.0"14.0" �W 1•MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING by IT c1 a c[ ca C5 c1 c2 E3 c4 cs u cz c3 c4 cs SPACING DIAGRAM FUR C2 & C4 CONNECTION TYPE: 1/4'RW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0 16.0"16.0"36.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0•' 4.0•' 14.0' - CZ CONNECTION TYPE USING PIECE Q WITH OUTSIDE ULTRACON WITH L-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHURS ONLY EMBED(3192p61 MIN CONC) 62 16.0"15.5" 4.5' S§5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE O WITH �- 70 16.0"12.5" 4.0" 5.0" 15.0"15.0" 7_5" J 11_0"14.5" 7.5"��� 10_0" OUTSIDE AWCHURS ONLY 100 14.5'• 7.S' LOA"14.5" 7.5" 10.0"14.5" 7.S' 10.0" 1/4'MILLENNM MILLFAST 43 1'6.U"L6.0"11.0"13.5"16.0"16.0"13.0_' 6.5'� 9.5" 16.0"13`D" 7.0" 4.0" 6_5" WITH 1-3/4"EMBED 13275PS1 4131, 3 161"no .0" .07.5" 16.0"10 5" S.5" 5.5, 7.5:' ANCHOR NOTES: KM[N CONCRETE) 62 16.0" .O"13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 5.5" 5"70 16.0'• 6.0"11.5' S.5" ' 5.5" 8.5" 10.5" 5.5" s.s^ 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 100 1 .5" 10.5" S.S. S.5" 7.5" 10.5' S.5" 5.5" 7.5" LIMITED TO TF105E SHOWN IN TABLE 1(Pg 1). MIN EDGE DISTANCE 0;2.1 c d = 1/4'ALL-POtNiS SOVD-SET ClC2 c3 C4 c3 CI n C3 C9 C5 CI a c3 w cs 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, u ANCHOR W/7/0'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4.2055 MACHINE SCREW _43 I6.D"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" 30.0" EQVALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (JOOgpci MIN CONC) 53 160•'15.0" B.5" 8.0' 16.0 I6.0' 8.5' 4.0"6.0 ]5_5"10_0" 5.0" 4.0" 7.0" WOR EQUALTO SHUTTER SPAN. E 62 16.0"L1.0"5.0" 7.0' 16.0"12.5' 6.S' 3.5" 5.0` 10.0"10.0" 5.0" 1.0 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .E 3 0 70 1fi.0" 9.0" 4.5' 6.0' 18,0"IO.S 5.5" 3.D" 4.0" 8.0" 10.0" 5.0" 4.D" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 5 100 10.0" 5.0" 4.0" 7.0" 10.0 9.0 4.0" 7.0" 10.0" 9.0" 4.0 7.0" BLOCKORWOOD FRAMING.REFERENCE ANCHOR SCHEDULE FORPROPER w jr 1/4'ALL-POINTS SOOD•SET -_ 3•M[N EDGE DISTANCE _. __ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - ANCHOR W/7/0'EMBED& CI C2 C3 C4 C3 Cl C2 C3 C4 CS Cl CZ C3 6 c5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43_16.0' 18.0"16.0"16.0 16.0 16.0 16.0 11.5 16_0"16.0"16,0"1110" 7.0" 11.0"16.0" CONNECTION TYPE. (300Dp31 MIN CONC) _53 1.6.0"16.0"13.5']6.0"16.0"16.0"14.0" 0.5. 13.5.16.0"16.a" U. •S,S' 9.5" i2.0" S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE $ 662 16.0"161"10.5'16.6"16.0"16.0"11.0" 7.0" 11.0"16.0'16.0"8.5" 5.5" 9.5" 12,0" ONLY. 70 16.0"15.0" 9.0" 14.0"16,0"16.0" 9.0" 61" 30.D"13.0"16.0•' 8.5^ 5.5" 9.5" 12.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5 B.5" 9.5" 12.0"16.0" 8.5•' 5.5" 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 4., 2-518•MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4•POWERS SS DROP-IN FINISHES. 22 W/1(4.20 SS BOLT AND Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 1! 58 1 V EMBED(3000ps1 MIN 43 16.0"16:0"14.D"16.0"16.0"16.0 14.0 8.0 12.5 16.0"14.0" 7.5" 5.0" 8.g:_11^5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a �� S CONC) -•53 16_01'16.Oq 9.5" 14.0"16.0"16.0" 9.5" 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADETATE WOOD FRAMING 669 G: 62 16.0"12.5" 7.5" ]2.0"18.0 14.5 7.5 S.0" 0.5 1L5"11.5 6.0" 4.0" 7.0"8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD ACCEPTABLE ONLY FOR Q B� SIDE CLO§URE PIECES. teqq pI q 70 16.0"10.0" 6.S"110.5-116-E 12.0" 6.0" 4.0•' 7.5" 9.0 11.5" 6.0" 4.0" 7.0" 8.0" Igo 11.5" 6.0" 4.0" 7.0" 8.01• 11.5" 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" 8.0` 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-112'MIN EDGE DISTANCE SHALL IS LOCATED IN CENTER OF NOMINAL 2"x 4"((MIN.)WOOD SPUD.3 4' 1/4"POWERS IS DROP-IN _ _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.LAG SCREWS SL e W/1/4.20 55 BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 Gi C5 CI LZ C3 C4. CS NAVE PHILLIPS PAN HEAD OR HEX HEAD. qqq FTi g) 1•EMBED(300llpsl AND 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" 5.0" SIX" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN A CONC) 53_16:0"16:0"10_5'15.0'•16.0"16.0"]0.0" fi.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 p PT�4.,,��-.--,,0� 62 16.0''13.0" 8.0" 12.5"16.0'15.0" 8.0" 5.0" 9.0" ]2.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 'I;':�" 70 16_5"10.5' 7.0"11.0"16.0 12.5" 6.5" 4.S T 8.0" 9.5" t2.0" 6,0" 4.0" 7.5" 8.5" 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. liliml lOD 12.U'T 6.0" 4.0" 7.5' 8.5" 12.0" 6.0" 4.D" 7.5" 8.5" 12.0•' 6.0" 4.0" 7.5" 8.5" 1_ _ _ _ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, OIZSMSW/2'EYEWALL Cl ci a CTT CS Cl c1 C3 C9 C5 cl 12 C3 CA CS NUT OR WASHER WINGNUT. WPOtORRWKL®KVWPi ARMOR INSERT W/2"EMBED q3 16.0"16.0"11.5"14.0"16.0"36.0"16A'_7.5" 10_0"16.0"16.0" 9.0" 4_5".6.5" 13_5' Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (2000ps1 MIN CONC) 53 16.0"116.0" 8.5" 11.0"1610"36.0"11.5 5.Yl 8.0" 16.0"141" )1" 3.5' 5.5" 30.0" _ 62 16A"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5•' 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 1Z WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO pg1J< DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALL PASO DFfaIPDm1. -^pry 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0' 7.0" 3.5" 5.5" 111.0" CONCRETE SCREWS TO HOLLOW BLOCK p __ ___<� 3.5" 5,5" 10.0"14.0" 7.0" 3.5" 5.5" ]0.0"14.0" 7.0" 3.5" 5.5" 10.0" It 412 SMS W/Z.75'EYEWALL 43_16.0^16.D"16_0"1G,0"16.0 S6A"16.0"SO.o"14'.0"16.0"16.0"11.5'7 6.0" 9.5" 16.0" a o ARMOR INSERT W/2.5' 53 16_0"16.0"12_0"16.0"16A"16.0"15.0''' 7.5" ]1.0"36.0"16.0" B.0"'S.0" 8.0" 13.0" 9� EMBED(200Dps1 MW CONC) 62 16.0'1.6.0" 9.5" 13.5"16.0"16.0"I1.S' 6.5" 9.5•' 16.0"36.0" 9.0" 5.0" 8,0" 13.0" 70 16.0"L6.0" 8.0" 11.5"164 18.0" 9.5" 5.5" 0.5" 14.0•'16.0" 9.0" 5.0" B1" 13.0" 100 16.0" 9.0" 5.0"1 B.0" 0.0"16.0" 9.0" 9.0"I B.0" 13.0"161" 9.0" 5.0" 80" 13.0" �_► CONNTYPE mum pIN m Ira mm W/1-3/4'EMBED(3000psl mEONmmm' 'o©mm©o MIN CONC) Kim Em X151 Emma 111". m ISSUE Emm em Kim mR�gi iiir ® � !� i /ii. �! D!!!!!! �0 MEMO111 /!!�!��,� „!��/,/, /ice N,: R/l/m/i/i, �Elm �/�,!,,, ,!�;!! �m©©o©mmmmmm©om©mm©ammo©©mm© ■m©/���®mmm©m�mmc�m©m©©mmmo©momor��®m© ��DeO� :: %!!!/%///0aFmV:/i®�� mr2ploommoo� ■ m©mmC•�mm C� - [�mmmmOQO©m©� � ' �jf//yi/y/�IL //y///i%//J%i%//%�%%//%////////%///�%//�/// MEMEM ME, mVI % %// �fly/� j /fi, � �// !///� Qom! / '////i E m 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK TIW7NLBENNARIa,P.E. ``111111111 OPEOwsx9 tvFl Y MIN EDGE DISTANCE __ �l�lC1�`••• �i . rj Spam Up To 6'-D" Sppns Up To 8'•3" LOAD CONN TYPE CONNTYPE CONN TYPE i 9 ANCHOR (Psi C1 C2 C3 .C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS = N0 PECO4654 1� ;' 012 SMS W/2"EYEWALL 43 16.0"i6.0" 7,5" 9.0" 16.0"15.5" B.5" 4,5" 6.5" 15.5' 8.5" 4.5" 4,0" 3 ARMOR INSERT W/1-1/4' S3 16.0"10.5" 5.D" 7.0" 18.0"11.0" 6.0" 3.5" 5.0" 3:5" ��EMBEDJ "^62 14.0i1 7.5" 9.0" 6.0 34.5" 9.0" 4.0" S.Os ;O•.; 1 � .a V x S 70 11.5"6.D" 3.5" 5.5" 12S" STATE OF W Om pp 100 7.0" 3.5 is, 5.0'• 7.0" 3.5" 3.5" 5.0 7.0" 3S" 3.5"5.0" %(�S'%iC(OfHDA 61ti ANCHOR SCHEDULE: WOOD (G=0.55) '�S�9Nq�EN,i�-7W E-a 7j711111ti111 n1Y- <Wig 3/4'MLN EDGE DISTANCE 1JJ��LL rj Spans Up To 6'-0" Spans Up T°8'-3" Sons Up To 12'-0" gTy g D p LOAD CONN TYPE CONN TYPE - CONN TYPE Z °d{ ^i52 ' 0 ANCHOR (Pso Cl C2 C3 C9 C5 Cl C2 C3 C4 CS Cl CZ C3 C4 CS W O. RWWWW`°J 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5"16.011116.0"116.0" 7.5" 9.0" 16.0"16.0'14.5' 4.5° 6.0" 16.0" MIN THREAD PENETRATION 53 16.0"16.0" B.5" 10.0"16.0"36;0"18.0" 6.0" 7.0" 16.0"16.0"1L5" 4�0' 5.0;16.0" OD31 s 6Z 16.0"1616^0" 7.0" 8.5"L6`0"16.0"14.5" 5.0" 6.0" 16.0"16.0"1L5" 4.0" 5.0" 16.0" ftu'1111AIIID 70 16.0"lfi_0" 6.0" 7.5" L6.0"16.0"12_5" 4.0" 55" 16.0'16.0'ILS' 4.0" 5.0" 16.0" ID O 1004.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0'• 16.0"16.0"11.5" 4.0' 5.0 16.0" Fi u�^i 7/16'WOOD BUSHING WITH 43 16.0"16.01118.0 10.91 16.0 15.5 8.5"-4S'. 7.0" 15_5' B.5" 4.5" 4.5 7.0" - (-' 1.13"MIN EMBED R 1/4-20 53 16.0"10.5' S,5' 8.0" 16.0"L3.0" 6.0" 3,5" 5,5 11.0" 7.0" 3.5" 4.0" S. 1�9 55 MACHINE SCREW 62 14.0" B.0'•. 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 3S" 4.0" 5.0" h o .L.xmu 70 12.0" 6.0" 12.5" 7.5" 3S" 4.0" 5.5_7.0" 3.5" 4.0",5.0" � D 100 7.0" 3.5" 4.0" 5.0" 7.0" 3,5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" , A 3 014 SMS OR 014 WOOD 43 16.0 1670 12.5 14 5"16.0 16.0 16.0 8_D" 10.0 16.0 16.0,11.5" 5.0" 7.0" 16.0" N Y SCREW WITH 1.3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15_0" 6.0" 0.0" 160"16.91 9.5" 4.0_ 5.5" 13.0" U1=t( THREAD PENETRATION 62 16.0"16.0" 7.5" 9.516.0 160 11.5 5.0"7.0" 36.0"16.0 9.5" 4.0" 5.5' 13.0" p A- m 70 16.91 16.0" 6.5" 8.5" 16.0 16.0"1[1.0 4S" 6.0" 14A"16.0" 95" 4.D" 5.5" 13.0" y~j� Q 100 16.0" 95" 4.0" 5.S' 13.0"16.0° 9.5" 4.0" 5.5" 13.0"16.0" 95" 4.0" 5.5 13.0 09 ro C n ANCHOR SCHEDULE: WOOD (G=0.42) 'g 3/4'MIN EDGE DISTANCE IF-u t LOAD Soans Un To 6'-0" Span Up To B'-3" ' Soans Up To 12_0_ CONNTYPE CONN TYPE CONN TYPE ,e E 3 ANCHOR (P'+O Cl C2 C3 C4 CS Cl C2 C3 C9 CS" Cl C2 C3 C4 [5 p 1/4'lAG SCREW WITH 1-3f4'_43 16.0"116.019.0"1 ID.0"16.0"116.0"116.0"1 S.S` 7.0"116.0"116.0" 9.5" 3.5" 4.5" 15.0" a HIM THREAD PENETRATION 53 16.0"116.0"16.5" 8.0" 16.0"16.0"112.5"14.5" 5.5" 16.0"115.0" 7.5" 3.0" 4.0" LL0" f9 N 62 16.0"16.0'• 5.5" 6.5'• 16_0"16.0" 9.5" 3.5' 5,0" I5.0"15.0" 7.5" '3.0" 4.0" 11.0" of < 1119>y 70_16.0"13.5" 9.5"_660" 16.0"16.0" 8.0" 3_0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 1L0" C ' u 100 15_0" 7.5" 3.0" 4.0"11.0'15.0" 7.5'• 3.0" 4.0 11.07 150" 7.5" 3.0" 4.0" 11.0" b t7 -. ___ -_ _ -_ .-. ry n 0i4 SniS OR 014 wOOD 43 16.0"16.0" B.5" ID.S"16.0'16.0"12.5" S.5" 7.0" 16.0'13.0" 6.S" 3.5" 5.0" q SCREW WITH 1-3/4'MIN 53 16.0.7 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" R_ 0 THREAD PENETRATION 62 16.0"11.5" 5.D" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5,5" 2.5" 4.0" 7.5" d �' ppie 70 16_0" 9.5" 4S" 6.0" 16:0_"11.0" 5.5" 3;0" AA" 8.0" 10_5 5.5"_2;5_' 9.0" 7.5" 100 10.5"S.S' 2.5" 4.0" 7.5" 10.5" 5.5' 2.5" 4.0" 7.5" 10.5" 5.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE Soans U T°6'-0" Soans UoT.ll'-3" Spans U°Tn 1210" �£c LOAD CONN TYPE CONN TYPE CONN TYPE ft S p ANCHOR IPSO Ci C2 C3 C4 C5 Cl [2 C3 1 C4 CS CL C2 C3 C4 CS x 5(16'1TW TAPCON%L W/ 43 16.0"16.0116.0116g,16.0"L6,0"16.0'16.01,115.01,16.0"15.0"116.0"15.0" 9.0"1 19.0"16.0" 2-1/4'MIN.EMBED 53 16.0"16.0"16_0"16.0"16_0"160"36.0"11A"16`0"16_0"16_0"12.0' 7S!12_0"16.91 62 76.0"16_0"14.0"16.0 16:0"16:0'15.0" 9.0" 14.0"16.0"16.0".12.0" 7.5" 12.0".16.0 70 16.0"16.0"11.5"16.0"16,0 16.0'12.5' 8.0" 12.5`16.0"16 " 12.91 16.9_' 100 16_0"12_0" 7.5 12.0"16.9"16:0'12_0" 7.5" 12.0"16.0"j_ 2 " 7.5" 12.0 16.90" t �� y 5/16'ELCO ULTRACON W/ 43 16.0 fkv,110.5"14.0"16.0"16.0.10.51• 6.5" 9.5" 16.0" 6.5 9 2-114'MIN.EMBED 53 16.0"13.5' 7.5' 11.0"16.0"14.0° 7.5" 7.5" 13.5" :6.5" °pP°1°°IM1YKLaBfYADDYE62 16.0"10.0 6.0 9.0 16.0 11.0 5.5" 6.5 9.0" 15-2339 . 7.0" KCAL& 5" 6.5' �• PAGO Df,_aggLm" " t78 2"MIN EDGE DISTANCE _ CI LZ C3 C4 f5__Cl_ C2 _C3 -CA_ _C3 CA CS 0126MS W/2"EYEWALL 43 16.0"16.0 9.S' I1.S"16.0"16.0 L4.0" 6.0" B4O" 16.0"14.5 7.5 3.5" 5.5 11.5' °,09 ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0 16.0 9.5 9.5 6.5" 16.0"11.5" 60;;! .0 3.0" 4.5" B.S• 62 16.0"13.0" 5.S' 7.5" 16,0 14.5 7.5 3.5 5.5 12.0 LI.S" 6.0 3.0 4.5 8.5 ANCHOR NOTES:SEE SHEET 70 I. 10.5' S.0" 6_S'_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. 100 11.5" 6.0" 3.0" 4.5"