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BCIS Home Log In� I User Registration Hot Topics Submit Surcharge Stats S Farts Publlcatlons I Contact Us i BMS Site Map Links Search . b Product,Approval rt USEt2 Public User l i� + ii >(rl.ta,ict>nr 1tnrAiGxti�iy:>saYrN>hnt+lic'stsgn i:ht>Application Detail N § FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Lf 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@englneeringexpress.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/Ercall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E.1 Evaluatlon 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 am ARG COI. 111-amIPsdj' _t%7-5.7�t5-�-I—fmdeif3As- 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 171-13757 Rte)gui 0!E61: .9 ( Fj� n41iv icjltiv2;nilf �i.7.3.7.57 R Env' F ii 3:pttf 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 Ft 19759 qc.11 Dwri1 qdf' Approved for use outside HVHZ:Yes VerifiedYBy: 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 span/pressure .FLI�3157 RG AE, i!y alc_T-jwf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes E°LI 1tS7 R6 T1 Dwa7_:Dtlf 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 span/pressure :ELL�J, R6 AE_F,x combinations and additional limitations of use. Creak6d by Independent Thlyd Party:Yes 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 EL13757 R6 11 G Lngim 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, FC1`3157 R6•Ar- Fvavi pd. anchorage,etc. Created by Independent Third Party:Yes sadk rr7 6n it;t:;_s�::'Z jl!n,U nl{q ad:Taltahassen f't 32S'?4 Etjp gi-A,f"Q ,{„�.,18�4. The State of Florida is an AA/EEO employer.C'aavnnhr;2007-;tjl, 54atc of Flnnd3:•,::-_I'LY+'15Y_ .1<ltdt;+t.;`qe:s§i}1114tStrlterrtrlit go Intl Stntewint. Under Floriaa 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 inairto this entity.Inctead,contact the office by phone or by tWWdnal mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), rfbrida Statutes,eff4etlac October 1,2012,IicenSei licensed 64adt:.Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 bere. Product Approval Accepts: Credit Card Safe E i 6.8 STREAMLINE SHUTTER '"`� Qa ' GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE.S=,=EDITION(2017),FOR USE WITHIN AND OUTSIDE THEHIGH VELOCITY HURRICANE _ ZONE;ANS.THE'INTERNA'nbNALB,UIIDING,CODE CIBC)'AND,INTERN;4TIONALRESIDEh?IAL':CODE ; .UNLIMITED WIDTH (IRC),,TNISF TEM-MEETSMISSILELEVEL"O"'AN9INCLUDES'ESSENTIALFACILITIFSASDEFSNw,IN ;.� STATE DF AST14 E1996=09,SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE S �40RIDP,.•. W,�. o ..DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ' � RET{tREMENTS AS DETERMINED I.N•ACCOROANCE.WITH ASCE 7-10AND'CHAPTER 1609 OF THE , UD F,LORIDA'BUILDINGCODESHALLBELESSTHAN'OREOUAL.TOTHE'POSITNE,OR.NEGATIVE'DESIGN E I i ;� I II 7j!rf11t,1�itL1 11 j�(I wEy, .P(CESSURE CAPACITY VALUES'LISTED tRERE[N.POR AivY ASSEMBLY'AS:SHOWN. 1 I r Z my U a'�', 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 1.5U. ' � Cf O`o SAFETY FACTOR. I ,� ,i mi 6 ;�. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATIONTROM'GLAZING RE0UIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.ITSS ACCEPTABLE BY CODE UNLESS OPTIONALPUN v[Ew !u 0. CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WINDN , LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR DESIGN. a 1 o w W u 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE '�w I ,'�„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 SHALL BE USED. B THESY� M DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ,z N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME r PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61015-23 OF THE FLORIDA ADMINISTRATIVE CODE. �d 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE {n( �+ i lFal st.l,' rn CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR *' 4.+ _ �! ! I H�}-'a•"o M VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM u I I o m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Ei no P, 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALHURR s. DOCUMENTS- ICANE PROTECTION Ii 12 tJHEN'THESTTE CONDITIONS pEVIATEFROM THESEAPPROGALODCLIMENTS THEBIJILDING OFFICIAL 14AY RElOUIRE•THATSITE SPECIFIC DOCUMENTS BEPREPARED SIGNED,DATED AND TRACK SEALED BYA.L3CEEffdSED ENGINEER.OR.REGISTERED ARCHITECT,WHICH DETAIL-ANDJUS IFY=THE DEVIATION '.AS A CONDITIONTO THE BUILDING OFFICIAL.GRANTING HIS//HER.APPROVAL LOCKING MECHANISM,SEE 3 6,.. 13. EACH SHL�`TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLpWING MTN141UM TYPICAL PLAN VIEWS:: INFORMATION: a' o TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION v FORT LAUDERDALE,FL TY MISSILE.LEVEL D ASTM E1886,E.1996&E330 1 SHUTTER ELEVATION TAS 201'202,W203' L FLORIDA AODUC]",APPROVAL.NUMBER EXTERIORLV TABLE 2' N T.S. EE 14. ALL EXTRUSIONS SHOWN SHALL BE 6663-16 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"O OR 3/16"0 5052 - ALUM.ALLOY. �. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL 'a �� BOX LOCK AT CENTER OR SIDE CLOSURE. ,.HVHZ ,FACILI71E5. � It� LL 17. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS'FIELD CONDITIIJNS RE IRE. SHUTTER IRE. 6. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS`USE.REMOVABLE ANCHORS. :E 19- MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH 53V ABOVE >30'ABOVE 530'ABOVE >30'ABOVE d 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALLBE PAINTED OR PLATED. GRADE GRADE GRADE GRADEii3.s1s, 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADpTIIOhAt'BLADES OF SLACK,- 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATT=R SEEPAGE IS POSSIBLE. 72' 2-1l4' 1-Ste' 2-ale" TABLE i' sa• 3-112, 1-Ire" 351e TABLE 1 NOTES: 120 4-118' 2" 4-114- 1. .114 1 DESIGN PRESSURES SHOWN IN"ACCORDION 144 4-718 2' 5 Y Qf I ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE >. MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: i � SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. tl%f AII7 MKLlBI142Vi( 2. N6A=HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER F101957v 15-2339 SHUTTER. 'DESIGN ,. DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN VIAND SPAN ..eREssutxE PRESSURE. BETVIEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGH ER MINIMUM SPAN OF AT LEAST 30". P"_pSI9B1 SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL L 72" 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' 09' 70 70 ABOVE GRADE. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMI IED.FOR SPANS BETWEEN THOSE 120• 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. ,�•� 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM144' 43 40 E1996-09. L PROJECTION VARIES L0.115°2.674' 4.874•MAX. .. 0062• 0.450" o ... 0300' 0 062• .s. 1{' 703" n loo . Q .. 10 •�'D.19S 0 ^�!L ... :0.195' 0.06 0,070 o' O.O6D" 6 1 L .2820'' 3Y,�TE OF Q f O:3ZS! y.-U ._�._ .Q.670 ,. 0=1 I `T' �0062s 4; 0062'.' '•Lti, + � _3i 9:630' 0:062 ".11 .. - ?�/ �Rly`A G,. ��U �u. 111 H. O.S,.O I a.;'" 0.630• r.,f.;, 0143 x.0.096' LL7 u' c� t y�.ia64,s' ---4} " 4 0,143 'U �r T-L r1111,F1 u1 o W f 9.973 ,,1 w i••l�o^`t a .mss D 639 '. ZW w o. 1 ( '-.�-0462 020D' ( ',IXt%2' `6:200• 0Q6p ,. rt- Q yzz>< .. .. ./ L `;' 0.630 969 1 QQsz. ,•,r �a W`Itlu 1069 o:. —U' 9.06L92W ��,SW.TORT LEG MAX 969• S 745' OPTIONALGv u w s z i.745-MAX. 3���z O WALL O'BUILD OU i W LL O STREAMLINE CEILING TRACK. O STREAMLINE WALL TRACK �HEAVY HEADER/SILL �LITE HEADER/SILL ww dzw t 2 3 4 8 o w �' SCAL. HAtjF5�2E M,y + ,5C ALE FlAF,,,1Z,E, "SCAB t.`HAL SIZ:°. SCALE:HALF SIZE SCALE,HALF SIZE SCALE;HALF 512E t N0, � ;•;., ^x"" YtH_RP SHOWN,SCREW BOSSES -� FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS .} 0.574-}- i;sss I Q ads• - :t1230• x .8 .0 060' $S rJ fi E 229' o MR.I.°a m . w 71 -t_ I n N 5:Ax"", it�i--1,..931'i�� n 7n:_ l N �.0, '� 4.510•� g S ' Ll 0.075` n a 0.075 ' Es:. Y Q69` [j - 10.105• .. ! '^ L`' p.t1M1q ` LL_JJJ 'm —� ,.,T...• :.. .•.. �� _ 1 0 07 :TESTED THICKNESS OF ¢ g 4.530'- y� +� '! 'BARE METAL W/O PAINT IS 0.039• ' 3 as-� SILL ��`y SILL ADAPTER �EXTENDED SILL r'.EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT/BLADE ` R 7 :7s ✓ )u 1 i, �-- SCALE HALF SIZE SCALE!HALF SIZE SCALE HALF 512E ,... SCALE HALF 51Zc -SCALE HALF 512E '+.. SCALE HALF-SIZE , C a e tol. 0.080', 47rS.s70 D 5140.070 ;� 0.143"1 D 143 9,590` 0.341 I- .0S (+ 0.06O.Osw- 6J17- 0 ,.753 {$ _0.090" a D 38D• � -0.080• 3,682- .:_ a 639? Do r wMSA4f AALENVbOtt D Ogo ..: . 15,r2339 NOTE:THICKNESS OF BARE 2.822'.--=T• ,,:1 '. Q.420, SGufI . METAL W/O PAINT IS 0.039" lkges >ll' T:c 6.8 STREAMLINE STACK 16 RAz'It15 C IiEt(G N Avw jS"?L t7 08. 1 R.TEFi tg WALL SILL CLIFF 18b ALL SI -y SCALE HALF SIZE .. .... SC.'Lc HALF 2S' S.itiA MAtF 51ZE�' SL.AIE HALF Si,,S: SC-qy .KAL .31,'E o q v S rltF .w �n 1--1 950^ ° kG. -x{-0,125" _ 001v SrAINLESS�STEEL 0.2BD T NYLON �MINUM WASHER OR v��< U Mfr 1 ASSENIBLY '�� p� ^10.357 Z. a *i_ 0,i 0 0 HOLEFa —� If1 i10 x 1-3/4"410 HT S,S, o.z76 NO F!Cab•S4 y'ry b Q80..41 4 NYLaTt y a a:. SCREW W/TO ULTRACOTE ��' t D 591 O- a{ o WSIEEL 'ted .�r� D.1� 20 INTOINSE ,a Ip L 1.100'-t{^02(U' IN TRACK (TYP TOP&BOTTOM) ' 0,062 SO � •#Tq_ �„B— ..._.._ ,.,. .1 NYLbk BUSHING W/WASHER: w S_ I TYP.AT EVERY OTHER 0.750 7/16'0 x 1/2"LID INTERIOR]DINT TOP 0.154.;.0:137` rrr� - _\ u, LLQ _ I 5"MAX., INSIDE 301NT AT TOP. 'B - 7/16"0 x 1"@ INTERIOR JOINT BOTTOM '�f '4 �``' �)„t� � u� CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR t t r7 M 111,lea Zw f U U��m` 1,$ ANGLE HOUSING-ZINC DICAST,POWDER COATED AS _ r >a s SCALE HALF SIZE � ?,,�ZnI-LER ASSEMBLY 24.•-BUSHINGASSEMBLY DETAIL 2B BOX CENTER INSERT ���;gam UZI "5'ALE HALF SIZE NOTE MAY gE.KEY OPERATED OUTSIDE ,4u SCALE HALF SIZE SCALE:HALF SIZE .Zk' °=m]gg7yy OR KEY(THUMB,TURN OPERATED INSIDE. wu °Mn^0 : f-}DzsO' f3AS5 PUSH LOCK ° moo -JSCALE,HALF SI Z E NWbiw L • .. R ,...." r;,. °) u „-vim ;, _'. i .. RO 155” � w 1 978° w O ....RO,5,00' 4.b00' gIg •q 0.236, 1742 0.286'-x" 1 603•" •I 0 500' 3 ,�. Sa71q:.. 1 .1.224' .i.01267" 3. _ 0.790" "f ux r 0 2.250a: i a oeb. _ y .. ,. U"250" � j'".,..ji � o � '.. :'D 60�in ' 0.224.,'i o.z39 C O 060 0.496 0 240" 111 .o m 2 000' I �y �i W ✓,--2.750^ S f'—' —T S" .1:758 46,iNvU R i DEG17Rkl1V:.FLOOR TRAi:K ' 27 28 3476 p2 zmn a -SCALE HAL651:2F } SCA E t^A1t=51 E O'160•'. 1001�I+„�-OA62' f.. 0222-t T',4 0062 ,0.176" 0:062". ¢" -Y 30 OAIS4ATE L0^,: 3Y.MALE BOX CENTER 32 ��rtiitiLE B£X<,sENT ?^ p� E SCALE HALF SIZE SCA1£ HAif SIZE: - �S� G� LgY qr o. JL0,062' 5500"x 13/16"WIDE _ ( ,A 16T { ....... 7/16-0 STAINLESS STEEL N b 1. 0.188• I„ , ,i p/16-18x1 MACHNE SCREW TYP. 5/16^0IWASTAINLESS STEEL rt^. Q;121' POWDERCOATED,ZINC DIE-CASs N$ , 0 —T SECTION SECTION A _!< H C STYLB yRiUES �_ 1.050^} a A �F€ DELTA MODEL 2022 �5 LOCK .ADAPTER . 37 T-SCR SV INSERT 38 "oL11,11 CC41 ENI. m; � c^I�! e INDUSTRIAL SYSTEMS ^(OPTIONAL) O SCALE PUL Sr ..:0, At:E FU$-t Sa'« �, A a.,0:254' SOC 40b 40c _ 3f SI �2g BDX LOGS SCALE:HALF SIZE ... ..... .• .. N ..D319 ! 1 y 35 _ END STRIP 1' I¢ 1l CA.'r,'HALF;5iZE' yE m --2.000`--1 �t T` '1 SCALE HAL. SI 2_ & 3' EXT «;Q �^ 2E r7� al f„t e g 0.085:3 4 3 tH 0.125° pilracrntx,Wt[a2, n.•. Zi ri 0.250 15-2339 'o 0085", ri - • E.��RS.4.C�T91S3 € oma- "h 9 2X7 'ANGLE 23,ALT..1"_.END STRIP :15"x3"x0.093" ANGLE 25:2"x3"x0.1.25"_ANGLE ppI, SCALE HALF SIZE SCALES,HALF SIZE 'SCALE+HALF SIZE y SCALE.HALF S12E ANY ANCHOR PER ANCHOR EISCiE DIST; `� lyfi� SCHEDULE 0 18"O,C. "EXISTING' ¢tS.7i .I ,GLAZING ��-- SEE END �(��� ". :x r'. .tt. ... SCHEDULEEFFQZ, IR; No N....... __ _ �j EMB SPAN WHEN Uat�G 20, EMBED H? (INTERIOR). LEG D,REOCTDN .. OR BgSTALtT 0" ': .: {�cq� {. --Ic ., • �OIlY s7' -�''`'.J,---• ..:Ike} '1i '.AX. ':Q jO WIIH 22 MIN 0.062*THICK3 T6 ALUM 21 115 10 / - ANGLE 1'x 1'MIN.T0 2'x 5'MAX EDGE : x �., (ANGLE LEG MAY BE REVERSED) •:"; ��isl�' � t { . (F(��A))STEN ANGLE TO TR4CK W/ ,I $i 8 AhH ANCHOR PER ANCHOR 00 AER 1P"SCREWS B T0 > :C gggp'� n .ATT CH 4'06.8 STARTE /D 'a':: • 13 3 2 x 1/2"GALVANIZED OR SS.SMS /2'GALVANIZED OR c-CA12x680'ITYP1 ALUM.POP RIVET,OR 1/4 20 RIVET OR 1%420 MAQiINEPMILLI- 1119-0 �f. USE 41).BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 0 18.O.C. AL. L•RNATE END STRIP GETA;T. BOLT�R NUT®16'O.C. (EXTERIOR) •Vlfi-38 1j R5 SCREW INTO THREADED WM T .D 8 S.ARTER. ANG ANG;..T _ N�bxu. INSERT 3{_IAT 1/3 SPAN TO 2/3'SPAN SCALE 3 1` 0t ANY TRACK W/ TYPICAL PLAN VIEW FROM BOl.7OF1.OF SHUTTER.RECEIVING END STRIP SCHEDULE 'SCREW BOSSES. � � �W va HOLE SHALL BE 3/8'MAX WIDTH,UP TO F f SPAN .a SCALE 3'=Y-0"' I"HEIGHT. 1.870(2.7-)11,151 iR;B��:SISE BRASS OUS'1 LOCK .:.. S- y,I511,16-1.7m aa,,O yy.q�Ay:O_ LOCKING DETAILS FOR 2.grp � �. SEE END STRIP IA ER,r T T).� ItS SPAN' CENTER MATESLt y, TO as 'AN FB+JY- I—I I �y �r'� �, SCHEDULE FOR M. t` BJ ' Of SH I P� � SHOWN ON RANDOM ! R ''� r. DETAILS 3;8tO(S SR '� SPAN WHEN USING tt .s R CElvinaO tT c SiI Lt.SE ��"+ �?n a ,,.� 2D,40a,40D OR 40e, f X18 wlt,x:,w1 OR 6.8 STARTER le?LA-.T ` y n. n L35p�5 t 4 ' aux c ALT.1 BIO YGS 7C ---F kJ6• _8 o T1 WITH 21 0R 25. m2n a4 2 _ T. �. (O 1 ,i:. 'Z�' A0 40e LTO SF APPRC PRATE zg_14.. DJ •� STARTES7 ! „'? PROVOE..LOSURE - �: T .I'# �..• x0.083 - .. i FOP OIr:,C I L _ 3 s FASTEN STARTER STRIP `7 o (INSIDE) „� _ TO TRACK W1 121 KtOxl' 1ST N' III le rv'�- ,4 SCREW A AT BOTTOM TOP 2 ALTERNATE E END STRIP DETAIL \ e ° SCALE 3-=T-O' `AF1Y TRACK W/SCREW A < 1 FA ji OmI �. LJ p •�'.SiLL �4' �" L FOR GREATER SPANS OR LOADS THAN '... tj. V) j ui SHOWN W 0STRIPS STRIP SCHIM ME,END 7... MIDSAN USINGAANY ANCHOR ONTHEEXISTING GLASS Q I ANCHOR SCHEME a 014x1/4'.TEK SOREWOIR 1/420 WITTO ENDS". aa !} 9 ,��,Rw USE(1T.BRASS PUSH LOCK INS�D / OC Ci# USE'(iI BRASS PUSH LOCK +� y'1 a R(H 5/ 8 TK MB Lfi )SJ-i6 Hn THDI 15 -n Sg c. �. ... sca: l�a ID 4 cRE c HP'3DED y -MpC T, 4 PAC j'SFAN SILL 2 ti ft�K 3} T4 baa WI-Rom z �o�.tM1 ,�" _ a r O Z!'i 5"t:"7L1J PriORt H Tq1OT ONOC'St+UFT[i -, (OL I SliiG? T c BO TOM OTS.UTTER .¢1 SE Y:ia1LNCt HqL .SH»LL 9E, / p .��$T� :..." 1.t(CfOY.,.Y 23FPp¢.- DETAILS WO/CORNER POST OUTSIDE CORNER CLOSURE POST 4' NTS `q\ _ (OUTSIDE) .. 1572339... USE(T BOX t.00K AT 1/3 S___7 GS ONR TO 213.SPAN PRO. R6_-D •^- a DOT TOM.OF SHLJTTER 1`PICAL' INSIDE CORNER CLOSURE v u+ CC2 �EtAILS,lk0/^Si 'd£rc P°'SF' (1) MULTIPLE SHUTTER ASSEMBLY NTS a LL. SCALE'3:-1'=0" od-� .. .... FPIL�R,L9U,N NAMO.R F: Cl CONNECTION TYPE 4 /l/ •x REFERENCE ANC MOR y^E:fES TTW FIU5'I' SCHEDULE FOR MAX J STRVC TURE SPACING J' /• CONNE TION TYKE1/4-20 MACHINE BCL" , "* REFERENCE FNC.HORi ,/ l 1/2;.C"''_ wN/NUT (O 12`O C OR = p Y \ SCIIEDUL FOR MAX' 3at»SMS(a 6" rVZ ITYn ran SPA QN.G':-------- 'T , &Bar7 pM) M-p 1 UBE. 0$ Y S 01 2 FASTENERS 3-76 ALLOY .'T nth .(/ .) ALUM. T :.I EACH ANGLE -SEE YGfiLE-.A FOR SIZE: ) t •3vtOR(U]OOO x �'• �,.�`r� a� a?� t",.2"•x t/8' .I / t 1 r I ALTERNATE TMRLI ED 7' �j.�-9 b j /hi. , . ,(�w OR 2"x 2 t/B.' I/' Cl CONNECTION TYPE ��•'jW ��y�5' iR ALUM ANGLES ( �,._N .1 REFERENCE ANCHOR Mk0-AS`• MEW ` 'x 13 Sy` SC-HEOULE FOR MAX, SEi'ARA:ON F+�>•+ ; a I ! ➢ � s I SPACING _HZF E 3/16?ALUM t^_ NO_ LL POP RIVET S D �� _fi I,.,r -'"-f !--•� 'LASS c01"r Lux w, THREE N 12 SMS.TYa 3 .l tt ff r^ ! �� OR DOOR X,- yr ,•'y(L'clgc,U• p ..:3/16`••0 ALUM POP .4 S I( i �"+«. c.'w NWhIzS'; .,� TABLE A CC3) i7' (4)16-Or. tI T Y P 1 S I -a„ r Rtll ti: i s i- � ' a w RIVET OR OW ( PRSSIRE VS AUOWABtE LENGTH `..; „• .. 11// Y31i1I8' • MAY USE MALE OR 't'. PSI 2Nae(0� No B/0 ., -FEMALE LACK-SLAT _~I W a 62 130" 189' -..1 -\•,f TYPE THP,U SOL C5 CL\NECTION PE Cl COW CnCN TYPE t K7WDEr 43U&H i4G ]2. 124- 17T �, TYPICAL..CORNER-CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR /'- tf WASNER(TYP') B2 115' ... 172' NTS SCHEO A.F..FOR MAX SPACING' FUR MAX 'i wn . 92 114 16S SPACING !Ya{ m a 102 .110` 360' I ANGLEL O�TUBE CONNECTION y aP 120 104• 14r .... 1. 2...x 7 17 S- A oa n I SSG 9r 131' TABLE B(CC4),........ EXISTING HOST ,g�ED 6063 ^6 ALUM TUBE °y,g m PRESSURE VSALLOWABLE lE3lGfii. STRUCTURE .„ m 114 Ndi Ci +� LI EDGE DISTANCE R FER MCE A 4 .2'ld�i!]]9'. 3Y'3 3 8''. g PSF W3TH 0J WlTN H70 S_HECULE FOR MA:'X SPACING U�o �3 62 113` 166' TBC " . . - ,;,x .CCM -'O SECTION 82 1011ST STENERGfl' kCTLRNATE BUILD OUT MOUNTS o ' l[1 ANY ANCHOR 5H(`NN "_ SCALL 3 e 1-0' a 82 101` 147IN ANCHOR SCHEOULE) � � � ..92 .,.' 9.7 '_' '139` Iox _9w ..132• a SN 83 150• - 74- 399• f 3/1c RIVET OR 912 SMS 090"6063-Tb 3 sGLASS, i w w 0 (a 18•'OC, OR 11 -24 n ALUM TUEE iYP ul'Y HN _ Iglu- Q NUT&BOLT(TYP-I �/Jr�/� � IQ � I fE'R TdC,��. _ vl,. O 3/16"-ALUM PDP - RIVET OR ii 72 SMS GL.ASS ] X. :�z 6HrT. ALUM.TUBE' - '' z c r OP,DOOR a 506:5-T8 AU.QY C-18^UC tTYlai 1: CaI- SEE !A 606 t'E FOR ALLOY t .'21, x S"'x t/e" s n. 'v In ,:St IES.:S$T 1. 2FAST`ENERS "CONTINUOUS R, EACH ANGLE ALUMINUM ANGLE 1"x 2-x 093-6063 .6OPTiONA i ANGLE iNS!Dt ' r 3 p ALUM ANGLE.TYF THRFt V /tE m ALUM � ORIENTATT TYION TYR `4' o POR 5 OR i TIiREE#12 SMS,TYP - d C IkECTlatt TYPE Ile!v OR!"x]'x t/8'° ;acF REN E ANCHOR �Y ' � sttaa } ALUM ANGLE ' SCHEDULE FOR MAX xIR1dA .. USE MALE OR FEMALE ` .. SPACING. m%ADRSdAWELffi/WaOAE LOCK-SLAT .... -- - EXISTING CONCRETE,. --15-2.339 LX' �3 BLOCK OR WOOD FRAMING l ... SCA (^ INSIDE SIL MOUNT SECTIONFxa s rlcN: 6112 x,1/2"GALVANIZED (OL',T��DE/ CE 3/16`0 ALUM GC;A SCALE V TYPICAL'_CORNER CLOSURE DETAILS OR S S SMS.POP RIVET,OR 1/4-20 SIDE CLOSURE-ORtIONS NTS M.ACHIN'c BOLT& NUT SCALE' o T-0'° . (d:1H" OC 2 � CJI C5 CONNECTION TYPE REFERENCE ANCHOR XISTING z w. SCHEDULE FOR MAX STRUCTURE SPACIYr'G=3 tCl3jt QII, 01 GLASS ';. ¢�'•'^'' GLA55 W Cl CONNECTION TYPE .3"MAX ""f/c-20 MACHINE bv4?�P •... OR.DOOR ' OR DOOR Sys REFERENCE ANCHOR . 14 W/NUT @ 12 OC r w} - F•a• SCHEI7L'Le FOR MAX #i4 SMS @ 6 0 C { r� Dais 13. 7� �w SPA,CIfxG._ if2.. 4. (TYP TOP B 80TTBM) l:I` bN.'.Tit•:',.' = a MN = O �v+ aW. GLASS: v=ie `�s .Z "'I Com•,.. 1/1.^-20 THRU BOLT W/ i GLASS X N �E?'ARATirH t7 ;w a P 1 '� tlJ C1' �(P.:RAiI a=za #fAx1/Z"SMS @12"OC gR. X 2r ,r E ,.�� _ h• LOCK NUi @ 12"O,C OR L r x+l- OR 3/16-0 ALUM POP a a y, 4 R 6 A,/ '1Z x v2"SMS @ 12"0 C E.S. ¢«,Ot r TAB_a �-+ a m % •.<�f}' $ #•T}.SLEt W r RIVETS @ b"0 C OR 1/A"0Jam✓. --. OR i;Ct� OR 3/16"0 ALUM POP RIVETS @ 6`O.0 E 5 I r v= ALUM POP RIVETS @ 12"0 C y R 1/4'm ALUM POP RIVETS I f M 11 AND 3O tt K> @12-OC E S,.-- - .. e'�t I �L_.$p ytt,"#1A"e4'::FRF3M !i MN GLASS C•m�` Iy`u '" I (1/4"MAX FRON.PIN ASSEMBI:°tom SEPARATION 'q3` r '�-D 'z S AND st I� QL, O O -{tkl.`yTF,. ,0..,USNit G.• �,T WASHER'{TYP1" Djxr7-- aN jig [Y TYP 0 07 ASSEMBLY ' WiCSHER lT1'P) # .t ^' GLASS = s - : SgZ, t-;13-L t2 TYP EXISTING CONCRETE•. 6 j` ,/ k 3 CONNECTION TYPE OR DOOR J,+�, Nv0M I�: U .� BOCOR WOOD FRAMING w.; r U XUO'4~ " NIC , E,ilG REFERENCE ANCHOR a +tea m H-sEp`HEC)'ULE CONNECTION TME pisSCHEDULE FOR MAX S n0. bW if Z` SPACING uECG ERENCE ANCHOR FOR MAX .. SPACING AS SHOWN w CONNECTION TYPE IN DIAGRAM ON PG $. o Ln REFERENCE ANCHOREXISTING SCi1EDULE FCR MAX CONCRL C ; L.:f �.. I - ,{ .• �� SPACING ALT_FASTENER BLOCK OR WOOD FRAMING N _ .,1, L.,.Rn�. U<^wE 0 U Ot•t LOCATION FRONT AND Cl CONNECTION TYPc i —., U N yt, 3k. T E H! REFERENCE ANCHOR v--• - WASHER(TYP) X y 1/I. MAX FROM BACK ANCHORS NOT REQ-0 )a INSIDE MOUNT SECTION SCHEDULE FOR MAX. ;:- 'I. �- 5 •'PIN GUIDE TO WITH THIS LOCATION �...�'SCALE-3"r 1'-0' SPACING � ..5 CONNECTION TYPE ;U,d6 s I +'BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR �d pp (7Y?1 - c SCHEDULE FOR MAX {��c 4 m (y. / SCALE 3"c 1'-0CON - pyt 0 `1 BLOCK OIR WOOD RAMIhEFiati D' SPACING �jI BUILD OUT MOUNT SECTIONS '¢ 1YP BOTTOM EXISTING CONCRETE, SCALE"3'.'=1'-0' gg 9LOCK OR WOOD FRAMING B "? �•� CDG �xISTING ¢ c NOTE_FOR OE7All5 A.B,D.AND E ON THIS SHEET,. - +,11''�NECDON TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS CrE f!"CE ANCHOR EMBED "'REFERENCE CONNECTION TYPE u`4 WITH 1/4"CAPS,PROVIDED THAT EACH SECTION HAS u SCHEDOL FOR MAX, �'. REFERENCE ANCHOR Al IA MINIMUM OF TWO SETS OF ANCHORS AND ISA s` fG !3 R. .MINIMUM OF 12"•LONG THE SILL OR CEILING TRACK +�,� +"'�jh y y SPACING SCHEDULE FOR MAX USED WITH THE BASE TRACK MUST BE CONTINUOUS t SPACING OVER THE GAPS BETWEEN SECTIONS:- I 11 " GLASS ^� � .,{�_ M. z a OR DOOR A55.. ..i ,gyp, w #12x1/z"SMS@12" aEPARt ' Z CLW 'v�jj Z:R a;83 MBS OC OR 3/16'"O ALUM AEP IA .' •:g r w 7 POP RIVETS @ 61 O C =ASCE- x 'p 2 r GLASS DR%+MN C.A OL OR 1/4`O ALUM POP - G a DOOR-=«;�erpM.xr= 1 ry.� •Vl :Uj s 'gy MN GLASS 2';2:u C RIVETS @ 12"0 C .. v,va1 0d I::yL£�A .Y Z{��a 2 §I C6 k $ .0 SEPARATION N4:O a _' �� J' 6a E2. - X 1�..c Z r OT AND O - . IN � '1/t_20 S S MACHINE }1i MA':Q,F#pF"3;kj - SCREW E NUT @ tfi 2: .h ASSEMBLY .52„ :,,1'IDs TC]01.25]+iVfi' �ii YP 1CASH£R'ITYF^) " it I- GLASS ,r?+ ik,, w •�t w r 1Ft?MAX FRSR'PIN I Is! OR DOOR----r 'ilL '3L 1-Ra PIN, m ei`j dd�t g - Y z I ' CONNECTION TYPE 1/ t1.6=:TO 845 INN 'r i - GwU10 tl45`II IG � � WASHER(TYP) n F WASHER IT YP 1 r ^" Eppr; REFERENCE ANCHOR SCHEDULE FOR MAX cmrnaR0.4L wrcott _ ...—� $�ISTING CONCRETE, �CIa.T ri Y E 5L:OCK OR WOOD SPACING AS SHOWN .,-2 CONNECTION TYPE . 155-2339 FRAMING EXISTING CONCRETE,' CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR r'•.OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX - 'k x 3"x 1/C"CONT •I ,I{.f� 1; 3 COtt'�EE?'Cr1<TYPE #12 x 1/2"SMS @ 12'" SCHEDULE FOR MAX SPACING 063-T6 ALUM ANGLE ,f s---wj-1 `~ fEREN£E'ANCHOR O L OR 3/tfi"E ALUM SPACING ALT FASTENER' EXISTING CONCRE TE. `4AY BE REVERSED . POP RIVETS' 6'0 C LOCATION.,FRONT AND /• SCHEDULE FOR MAX BLOCK OR W000 FRAMING 1 SPA[InG BACK ANCHORS NOT REQ'D 5 SHOWN DA SHEOj'; OR 1/4-0 ALUM POP WITH THIS LOCATION /^qI� I RIVETS@12'"OC . MOUNT SECTION, e CEILING / INSIDE MOUNT SECTION,. V,ALL/BUILO OUT SCALE,31.V*.0- SCALE 3`-1'-0' SEC 10f�N00 'FNN GLASS .. .. tl1 liR41g 9fiT+!40�P.1<. GLASS SEPARATION OR DOOR' PER TABLE 2 I�'�'� W -'GfiA55 OR DOOR.. • M1OP GLASS OR "t MIN ,R,'r OO'I054 i ODOR. MN GLASS .- ItV N jq N W SEPARATION T, 'y X :. c=w MN GLASSSEPJ I PEfi`T,AB.E 7 O'CA'•Q "zik'at 1 w�a p(O x �.; o �. ow ! ,tC.f++till L7 f Lx .`�: rc . .. 2 f.. :L ua Cl CONNECTION TYPE a joN . 11,14"MAX.FROM PIN GUIDE ,16 2 REFERENCE ANCHOR I t L(.uW � TO BUSHING WASHER tTYP:) ¢en SCHEDULE FOR MAX Wg r: IIc } -,WO 1/4'•0 WOOD - 256- i�. SPACING:.. ¢N ?,LLE M I \ LAG SCREWS(0124,- „ r '�.,.. L N�,.ES!W. 4 CONNECTION TYPE 5q '•O.0 MAX WITH 2' REFERENCE ANCHOR .v, A THREADED PENETRATION ✓ SCHEDULE ULE FOR MAX •< > 'T"INTO CENTER OF 2X STUDS SPACING u '�`'L �r" EMB°'T' -ti.4 SMS @ MIDSPAN BETWEEN ° `�i� ✓ ' STUDS FOR TRACK TO I-x 4" .+f��13 t �=EXISTING HOST STRUCTURE PLYWOOD 8 #. TUBE CONNECTION a STUCCO FitWt° L scs .1..1"x("x 125:• :• :' J.. p K.' 6063-T6 ALUM TUBE THIS DETAIL TO BE useD WHEN s7uD saAaplG `< S��DECORATIVE FLOOR TRACK DETAIL -( :.WALL MOUNT',S!laE. DETAIL 41 - SCALE 3`=1--V "✓ SCALE '3' 1'-0" C 'G §§§ EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING SCALE CL i CL 0r;'(WALL MOUNT SECTION THIS DETAIL MAY ALF - ALSO BE USED SCALE 3".1._O.. TOP.. ... .�:�♦D<¢' ' E rr� ACCORDION SHUTTER IxC ❑ o PER PRODUCT APPROVAL r o —G ASS r c d o� k MN GLASS SEPARATION OR DOOR PER TABLE 2 N EXISTING WOOD IG=0 L 2) • APPLICABLE AT TOP X G - :Z TRUSS OR RAFTER AND(OR BOTTOM . ¢ a < 24"MAX O C 0. OR3., ! }: L ,m [iX16TG FINISH 'i- ... ... _ MATERIAL.. f I ' 1/2 MIN ,- - 5 6 ,� �;N .a"�.„1/4'MAX FROM PIN GUIDE 2<x 5"x 7/6"'6063-T6 � f s rsi fy�J- ALUM ANGLE w/THREE ' f -TO BUSHING WASHER(TYP) ly% p 2'x3"x�"%CONTINUOUS OR 1 - ! 2.175' 3 6 1/4"TILE IT YP1 1/4^0 WOOD LAG I 2'x 2'x%"x CONTINUOUS-\ rrrrr r Y�^^'r^-••KINISH MATERIAL SCREWS WITH 2-3/4 '-• •� W �$LqS' g 6061-76 ALUMINUM ANGLE I�. •�• 'r`4s.i9- I 333 :-�r--rr.t - EACHMINIMAFTER OF T G¢St FS 4 " 1 3t4"PLYWOOD PENETR"T"IN WOOD (� • Q:9'MIN.THICK 6061-T6 ALUM TRACK K '}I!' 0 A325 GRADE THRU BOLT(d 7"OC EACH RAFTER OF TRUSS Ili - III 5 S' ola 'a FASTENED TO ANGLE WITH 1/4-20 s, OR 5/16"0 A325 GRADE 7HRU BOLT 12"0 C f ANGLE FASTENED 1b ,} C� 24"O.:C MAX WHERE1g� c+ MACHINE SCREWS AT 3'FROM ENDS GAL V OR S S I s C EXISTING 3 KSI CONCRETE P f ANGLE E%TENDS BEYCND r� HOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE ,' LAST TRUSS MORE THAN ,'vim ./4•'0 EL CO ULTRACON TO CONCRETE/CMU '3 Yi 0 ELCO DS A DONSAT +"r 6', EXTEND ANGLE TO 3',FROM ENDS AND 4.O.0 EXISTING CONCRETE HOST 5"O C.W F1-1/c"MIN EMB ¢ < 2-1/2'MINS.__ STRUCTURE(3000 PSl MJN) OR i/4'•m LAG SCREW LZ 9-0 C W/1-7/e" NEXT TRUSS,. FOR BALANCE WITH 1-'i -- '- - MIN EMB IN WOOD SG=0 42 TOO 55 MIN EMBEDMENT AND 2 AMAX.DESIGN�.OADAT 6'-0"MA%SPAN:, EXISTING CONCRETE, + MIN EDGE DISTANCE, 3 62 P.S.F. HOLLOW BLOCK OR ✓ ' mty 2[m< IK+ STAGGERED WITH 3'MIN. MAx.:DEStGN LOAD AT 6._O_MAX SPAN; WOOD FRAMING SEE_ 2"x S"x v6"'CONT ' X'w 2r- SPACING,TYP t 52 PS.F ANCHOR SCHEO a BASED ON TYPE 15 2339 F� O � ALUM ANGLE f6063-761 p uiL0Olk..•�riCUN�T ... STRUCTURE 5[.AtE TY S. IMAX DESIGN LOAD a 72 P SF 1 a':. FAGP nEfLRIPTTtlgt.y gg PASS THRU.DETAIL SCALE 3"-10'" +�'. �9 Io, �... P Hti TRUSS MOUNT SECTION Il '= SCALE: =1'-0"' . ... EXISTING HOST .. 'ALT.LEG DIRECTION 4F.. �,¢ _ FSIFf7 J H7".A,P.F. STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN t 7 Aja 12'MIN FROM .T EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER, _ t SHUrMR BLADES ASSEMBLY OW 1I2 SPACING AND 3.MINIMUM EDGE DISTANCE TOP OR BOTTOM ', _ { {J' '1� AX .- .12).6063-T6 ALUMINUM ! ". .._:.... f ao ...-t ANGLES PER HEAM ENO,,STZE• UND WIND . '. EMBED'. t� ._Ii2' PER SQJA*AESCHEOULE. $P+1F+),TUBE PER �•''' DESIGN SCHEDULEqu EDGE OF ACCORDION zw . ' VA'20.MACHINE BOLT W/NUT E 2'O.0 OR#14 X 3/4'SMS 6'O.C,SHUTTER BLADES3.S MIN;TYPICAL { 1%2'MAX3'MIN �" `R EDGE :.-'.. �5da ,'; 2.675'9 HOLE(TO RECEIVE DISTANCE . is Lod o,z ROUND WINDOW ASSEMBLY) , .) MIN.GLASS C z w Z�'`, �daN O:fait MAXIMUM OF 3 WINDOWS t EXISTING IJL SEPARATION �+Oj JjjU� Ui�:� _t PER EVERY OTHER BLADE- GLASS ORP• .'. .., g 1 oa LIGHT-N-VIEW WINDOW 3'"'" ¢Z eT 1+L-_+ EDGE .a $ N.T.S. EXTERIOR ELEV _$ .. .. _.. .DI f°'' STANAe CE , 3 ; L_}ri. saAlr xao�.I�..Duiac Sr. ACCESS ,24OUMACHINE C OR 914XOLT H_.a T SPIiN TUBE PEP. 3/4'SMS 6*D -" SMS 6`O.C, 2.875.9 HOLE TO d HOLE ...I rrr RECEIVE ROUND EMBED DESIGN SCHEDULE �y WINDOW:ASSEMBLY _j r : 1/2" " '(2)6063-T6 ALUMINUM ►�A� 6.�k� o 'S�'�MAX. ANGLES PER BEAM END,SIZE Rd iO n .per- EXISTING )<1 PER SPAN TUBE SCHEDULE TT++�r pRc d • , - ....HOST .SCHEDULE FOR RE SEE BEAM + ,SIRUS:II}R � REQUIRED NUMBERS . EMBED IN CG h'CREOTE'TaR HOIA"C4W BWCWIC'TM3 MI/iIMUM ,m 0.125'. * n i.q,125• SPACING•?,N0.3 MINiMtJM:EOGE DTSTAIfCE 3 .It_Di0?T. 0.032 .II c �. MAX.DESIGN-LOAD-t 72 PSF o g m v . SPAN TUBE SECTION � �`' .�•� "�' t C 8 N.T.S. VERTSECTION o o' --t1 f• : . .SPAN TUBESCHEDULE ' G It t ALLOWABLETUBE NUMBER OF ANCHORS PEFT' MNUUMANGLE LL TUBE SHUTTER SPAN THRU-BOLTS .ANGLE - LENGTH _ j _ WINDOW sQE SPAN j TOP.''BOTTOM TOP BOTTOlx roP...BOTTCM t TOP'' •BOTTOM g&{. •c .. m ASSEMBLY j TUBE j TIME. ,TUBE TT18E 'TLBE TUBE j TUBEY� TUBE ,,,5 I 80 3A 1 12 13 2- ., 3.1 2• 1 a 7. g q,/ a az75. 46-- '.i.1417"' �1Gb:8 i 2. ! 3 '1 TS. r"" r GS1t G77i` £ 173- 1 .84 4':A! 2' S 1 S 2 Y 7. 6 � :—...,- {' '~'^.' •'` � CO-. '! 129.1- 157.0- ,„ �.:.;-,:_,.-'•.,'. � 1'. ./f. 4.Izs ..! 2 2a ' s3 2 r _ ar z-.tz9 � ,zr. 102.r to9 .1r . .: es i z � z a a ,o' to- i3B.4' tt114' .2 2 42.1375` - :93.250' 188' :. tt , �� �S ,z2r ,ssr 2 2 s a z. r ,o•- ,zr 1 naa tags 1 2 s. ! ,4- 1 tx 99t`' I Bo 1 16&t za0,0' 1 z. I z 3 ..a r -'3 10- �g a i `, / 01875 25 �aB4 +Y rs9 x...: .. 1. 10 ;: 16rC Ct ' FQ LIGHT-N-1ElEW,_W:INDOW : lz ,3zs zoat s a 5 r, ,5'y iB li 5 29+�n N.T.S. SABIC PLASTICS SLX1431T-UL-04HD •! SPAN TUBE SCHEDULE NOTES: j Yet SE2-X3 X x x '•ANGLES FOR 2"x5'&2'X6'BEAMS. s 15-2339 2. USE 2'x5'.1/4"ANGX FOR 2'x8°&2'X10'BEAMS. SeALe. 3. USE BEAM SCHEDULE FOR DETAIL 3/8, PA .per 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER ~ CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. Z BLADE W ROUND WINDOW .5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND t BELOW THE BEAM.MID-SPAN'TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 71ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS _ 8 N.T.S. EXTERIOR ELEV ABOVE AW6 BELOW THE BEAM. 6. LAP BEAMS ARE NOT ZR 7. ALL BEAMS AND ANGLES TO E 6063-T6 ALUMINUM. CO.. FR!LVK1.elr€7ARn0,.P k�. . ANCHOR SCHEDULE: NCRETE 2.S MSN.EDGE DISTANCE. U To -LOAt! Cl_I aCONN TYPE-b SoaCCINN TYPE 3 ANN TYPE �`Q��• -YYY7 03 /.l1GHajl' .... -(Cst). CI" C2".CS^� (x" CS" ti CZ C2' C3- C4 C5" u..1-.C2.. c3., CA] es„ 2JA...TTW TAPCON OR ELCO 43 ISA 116 a Y5 q. 3. b.A-18 0.SDA ULTRACON WITH.1-3/e, x:53• 246"760 EMBED(3142ps1741N CONC);; by 26:0".16'0 9,5 71'2.5"16,0-26A'.'9.6- SS's 6,S'.15:4^L5 a" 7S" :S S' 7.5`'24_.5" 7o S6D"AAO 7 D. 13:0 160 l59�B 0 5:D"s 7 5 11.5 150". 7;S 4 5" 7 S'SOTS" 7 / 8 COMBf1.`A-TSOMy'd� S'TA'jL :--p: ,ro g= I> s4.5P 17 7;r 4XI 17-5 SITY6I ... .103' 16.0, 0"150.1160 160:.i4A'1& 9W,135`lfi.v 60^,8.5"_55" 901'13.5" '$ / 10 CbMOf,P«:TfO(✓�7�� LL �N 1/41.MILLENSUM M1LlFAST t42t{CONt:RETE)WITH BED,(32757Ni 62`16:0"1350 854 K4 ♦�u.6 t_K SG:4"85 S:5".:�44 1341137.0" .45" 74` 9;5" '��/. tl(-, W�U o 70 S64".12b 7oFTi.D`16A 14,0'!7.0 4'StIBO 145".139!J30".'XS 75"..9.5" . f 11X7 235'70 45 X7.5 95 13.-170 4:4''75' 95°.135170.. 5^ 7.5` �9:5': a � 1F4`.ELCO CRETEFlEX 554 41 14.Q°14 4 3.6.6:14,0 IG 4 15,6 1b b' 2315"k6 Q 1 b•4"...lb 4'17 5".0 0" 230".36:D" 4s SI7YF:P.- 52.`£'P ( .( cii0 2'EMBED(3350psf MIN 53 6:0'16 b 16.4 16.0 16 4 16.P 26 0"ID.6.LYS. 26.4 16.0"lA Q'.`b.5"11.0"24A" - .. �. �.•'A G0.'C), '62 36b.`II6.0"12:5"36;D lY6tl 160(124 6A '73A"16A'280 l0A"'65" 11.0"1410' _ -1 a O cs' 00 36:0"160 85 ili6"1144 1610' Sb 0.64":1110 14 b'160"I300''6 S" 1YLYY'14,0" V)cc 1 <... ....., m " W .. .0. 1, O w f 1 MIN EDGE DISTANCE - NOTE, -S-INDICATES ANCHOR SCHEDULE SPACING (( / SID C3: a I CS C4 C5 Ct cz C3'_.I C4 res ;CS a a3 �ea: G5�� ,SP.ACING DIAGRAM FOR C2 & C4 CONNECTION TYPE. ' S(4'TPN TAPC011 OR El€OD, a3 160'•414.6" 7$ 8.0 I6 G 16.0"10.0" 50 . 55' ICW"16 0 9 0".3.0 4:0 14.0' 77 CZ CONNECTION TYPE USING PIECE 0 WITH OUTSIDE I ULT4AC0(Vi3YH S 3%'3 ' S1 1b0 S6 0 S.'S 6;W 16 0 16:012.0 i'1 45 I4A...145 7 S .- 39.0° N Gi A CHORS ONLY EMBED{31527rtHNCONC)! 62 160 255" 45 IvS"264 24A. 40 ✓ 40 244 345^ 75" ,� r' IILD". - CL CONNECTION TYPE USING PIECE(Fn WITH ( 70-16L T5" d0 50 164 15'0 7S'^ 110 141 1C.0" OUTSIDE ANCHORS ONLY ^i N, Iw..• "__ 101 145. f•,;5 400 1#:5"t T3` ;y OQ'.145" 7.5 '�' 304" 1' 1114`A7LLEtt UM N[LLFAST a3 16:0 16-0 11.0 13:5^260 16 D' 13,b } S" 26'A:' y �W1TH S 3If EY.B-D tis.1-,.53 16 4£k4.6' 8.0 2ti0 160 Sfi:O' 90 5.0"17 5' 16,0„30.5" S I? ' ANCHOR ETES: A ,MIN FO`1CR7G), 61 S6A.#1Y 5"+6 4 ,94-Z6.0"1315' 7 Q" a,0"1615".111,6'10 73' sl5t S v TS". a -70 36 0 9.S 1 S S'1 8.0-36.011 I3:5' 53-a-"7- S.5"I.B.S"'�SO:fi S. F 5.'S 7S". 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y g'o 2 300 14 5 -515" /i�SS 7 S 10.5" 551: S.S 7!5"'lO5 5.5"' / IS"'`.75^ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST 0E �q(-1 ul 42§2 1%q`ALL-Pp7lt75 SOt_t}SSS, .. -1-1/4 MIN EDGE DISTANCE UNITED TO THOSE SHOWN IN TABLE 1(Pg 1). o 't u C3 'C4 CSC! t3'i C3'- Ca TCS CS I:I _C3 [ai' 451- 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, u ANCHOR VU /B','EMBE04 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v yy f SE;�=?O SS €tCHIt4E5CRtW- '43 164 160#04"17.0;5 16.G:16:0'32.4 SS" ?S;.IbO"12S 65:.1,30" S ::3Q0" EQ UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ¢ Y (3L00pd MRf CJNCY 33 160:75 D'" 6 ) 0 Y�5�4"iG0` 8.S a U"'I 6 0 15:5`104 S q'", 4 0^:7;0".. THAN OR EQUAL TO SHUTTER SPAN. - $' b2 16.0 X14 754 ^.7''.0 264"12:5" 6S t 35""}'5.0 it all.lov. Cow- ,r 40 '.7;a"- ^.. o " 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. •'"" o 10.5" SS 1;3,0" 4i 0 B'0;10 4 S O. r' 4 0 :7;0" 3 g 10,0^. :0. :4cD 1 70 la.O" 5r0 /.4 0 TO" 200" 5.0"•'' 4.0 '7.0"- 4, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE g 8 t/4'Ail POItITS¢Oit0;5Ei' •.3'MS3I'EtY"E''DISTANCE .. A CBLOMOR TYPE K OR BAS D ON TYPG. E OFREXISTING STRUNCE CTURE AND APPROPPRIIAATE 5 .. gANCHOA V{�7,/8";EMBEQ.2L.. Cl C2 L3'7_C4C5. Cl C2. Ci. C4 C5' C1 C2. .C9 C4. CS. CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF iD iL4^2055 MACHINE SCRT'N 43 16.0 360'"164-x8:0 lb TY 16:0"160�13.5"Ib 0 240`26 0"li 0•'I 7.0" u.0"14A" CONNECTION TYPE. MTt!'CO31G) a3 16 p i6 4"k3 t14:O IGD. S6A' 14 O�'Y$'r^.' 13 5 iS:O".S6 0" B 4".5:5` 9.S"12.0:' S. ALL CONCRETE ANCHORS SHALL BE INSTAU.ED TO NON-CRACKED CONCRETE M1 6A 14 a„16 0 10.5"16:0 26:0'I4;0"11 D 1 7A^ 1.1,0 16;0."16.0 8:5".1 55 9.5'12:6'• ONLY. • 70 16,0,:150 4 0 :34;a Sbli"16:A` 40 1'6.0`.2Q N'33:0.26:4"8.5" '3 S` .415`-dZ0"- 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURETHE ANCHORS ARE INSTALLED 14D 26:08:5.5.51 F.9.S!Fb0'15:0 B 5'3.5,5. 9S" 1210 36.0 $.S' 5.5` 9:S' iZTi".: IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT -S($MIWEDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DONOTINCLUDE STUCCO OR OTHER .m II4"FDWERSSS:OROP-IN :.--^ FINISHES. IY/':I/4-20558O5.T AND' C2 C3 Ct..i..t:+F CS 'CS: LZ:'d C3' C4: •CS:` C2C2G3 tt: CS;: u aolC 17,EM4Ea(3000;6€MLN; . ..43 SCi:O!1b O"la 0".16:0 164"k6;0"14,0" 6.0" 31,5"Ib.O".14 0 T,5'S'S 0" BA^12.57.. 7. VJFl6aaE'E%15TTNG''SiTLUGTIIRE:ES•WO011FF1RMING W00D''FRAT43A'G Cpnt7TI70NS g ry! CO(IC} 53 16Wi 160 9.£1410 260.1G:0"'9i 6.0" 109..26:0"135" 6.0" 140 70.,'Bt0" VAAY.'flELD VERIFY THAT FASTENERS ARE 7K(O AOEQSUA"'E WOOD FRA3'tltiG 3 ' ^� MEMBERS NOT PI1,,YW000:FA5TEMNO TO PL'YWOO6 f ACCEPTABLE ON(:T•01% Y ..:62 tb 0 f.2Z 5"7 S 72.0 160"244' 7 S' S4" 4 5 2 D:5"2257 6.4"4 O" 7 0 9;0' SIDE ROAaURE P1EC)iSH. =11 70 26111:10 0 641.50.r.116.0"12:0" 150 4.01.73 9.0" Y1S 6,0"' 4 0• 7 0- 810` $ IDD S1 5 i'6=0' 40 1'7;3 t 8.0^ 2141 6.0 4:a" 7,0. .6:6"'33.5 6:0'" :S,D ?-tl :4:0".: 8,; WHf"RE�U1Ci S�p,E145•p/iSTLN'TOT#AR 041 FAC2,OP5TUO FRAMING,FASTENER 3.4/7 MW E4,G6 D25TAxCE _ 'SHALL BE tACATED IN'CEi.TEROF.N.9.111 2'.xA ((M)N..WOOD SZU0..3/a' 5I 3u U4•f!OWEIf555 DROP-IN ...- ..CA. ;...T ._:_... _, SeD".A STANCE-IS-ACCEPTABLE F04WOOD'Ffpk L�(i'SCRElYS;S}IALT; 2 Wf 114,24 SS BOLT AND Cf.; C1 C3 C4 C5 u £L C3:.# Cd CS:' Cl CI��T:C3�C4 C5� HAVE PHILLIPS PAN HEEAAOD OR HEX HEAD. I• EEE .Q I'EMBED(3000psi MIN ,43 1& 16,0`150"1610 Ile LV'"6:0"144"4 4 4 123 S"14 0 55.0" 7:5" 5 0 9 0'.`120". ggg T' CONC) 53. 18;0.16,0 10^4'150 lb0"16:0'#100165' !05"749320 80 i0' 7S^ B.S". 9. MACHINE SCREWSSHALI:HAV MINIMUM OF I/2'ENGAGEMENTOFT4RTAD5IN + �dg .. BASE ANCHOR AND.MAY HAVE-EITHER A PAN HEAD,TRUSS HEAD,OR WAFER •tlT�-� 62 36 0..21 D' B 0 12:5 16 4 15:0"4 8I 50 #9 a 22 4 8 0._4.0'75 8.S' HEAD'(57D,CWALk(800'}OZA, a •••��� a 70 160"5105"1711 11;0"3160.1'S" 6S 45".. 80 63-220' 6A7:40 73 :8:5". � �� 1 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. , p I IDD 52,6.6.0 14.0117 B;S" 3Z0 40 .'4A" 75" 8S 120 6.6:40" 7S'8.5"' Jill f IC fat 1g¢. -'T MIN EOCE:DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, dti�11#1!1219 {'F s 12 SMS W/2'EYEWALL. "'CS -GZ:Z��Gt 'C5: :CI'.1.=C2'+ C3: C4.. C5.: .Cl. :C21'C3. C27r: C5'. NUT OR WASHER WINGNUT. 02i�+7T7Nh:L31CA+ASOPG ARMOR INSERT W/T EST,S,W ,i1 16.0'f�36 0 I31.5"114tO 1&0" 4.0'!160 Q:S"11a 0,26 0,26 0' 4:0^.4S'.':6:5': *3:S'. 11: MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000TnI MIN HNC) .. 53. 15:6"l ib4 8.4":111.4 lsA'Y6:C"[32S S:.S". Ba 24.3',.340'74""..35" 9.5^]D:.b" ''ANCH 52 7b 0 SS 0!?D r B.S 160"16,0"{ Ot 4$" b 5 I4 D S4 O" 1 A 3'S S5"10:G" 12. WHEN"ANCHO4ING•TO"HOLLOW 91fJCK,SDS DRILLS SHOULD NOT BE USED TO SfJtIP-7 ----�- DRN,L INTO,HOLLOW8L0€ tiOA:SItO(IID IMPACT DRILLS BE USED TO INSTALL p pypR. 7b 26 0:12 a" 6 p +8.0"SI6 0 243" I S 4 0-b 0 1D r 24 0' 7 6 3'S S 51 30.0" CONCRETE SCREWS TO HOLLOW-BLOCK• '1G1 240-:70 15 19•:5 20.0 :14:0"+70 35'.1 SS_10 144 2. 3 ISS" IG:O° '12 SMS W/27S'EYEWALL 43 36,0 116.0 S6 Q"154:0 36.0 50.0'24.3-1-I.0.0-"'r24 0"€140"36 r it S".:fi 0-"'9 4,16A". - ARMOR INSERT W/2.5- '.53 Ib�6'3ff0 12 a".1&D 264'56.0'115.6 75::110 16:0"..260" 90 .50 CBO':13.0" �S EMBED t20DOp:1-l�tv}CONC) '67. 26,6.+}kA'9.5"11.3.5 116 0'.16.M�1 S 4 5 9 S x6:0 26 0 40 "4'0.1"B 0 2A[r' ' ��..��ti... 70 160'!16.6 &0 112:5 1160"45:0' 49 SS 65 130"160 90 :501'TBA:'13'6! 53,0"Ib:O" 4.0'. S:A'..18.0" 13:6"k60.+3.0" 5,6 !8,0:11:01 g • . -. .. Mao LL,,BENfl1RD4 Rg' . 11111I III'l/t tPCO'J465+9. ANCHOR SCHEDULE:::C0NCR,ETE (CONT.) g, ,}� �� .. Ir3/35: W EDGE.R35TAttCE 7+T 8`M3N EDGEA357ANCE'• UCEN,gF !/ Y•7 ' Spans Up 706'-0" Spa.%Up To:'8:-3" Spa!gl-Q2 To 12'A"'- Spans UC To 6'-0" ,S�anF UnTO B'13^ °Spam UpTe 32-b qdp 00 $49 jn; ,OSA CONT(TYPE CONN TYPE CONN 37PE .. CONN 7YPE .. CONN TYPE CONN TYPE .. ANCHOR (Psf) .C! 1 C2 ''C3.! C4:!.CS Cl :'I`.C2 C3 -C4•-05 Cl C2 I'C3'i Gt CS C. C2 1 Ca .Ca.i CS Ci 'C2 i C3 'c4 i CS Ci:! C3. C3• C4 CS ' E 46 5jid1;ITYJTAPCON%L WITH..:43 L5.0(l6.fl,y'1&d'i18:0"11&0 16.0"160 12U.�36.0"16A"16.0..114!7:0" 12:07 16.0"IS."6.0.+38.0"16.0"S50"36«0".16:0"1I3'.1ff.0"26:6'•16.0":11.5" 9L5" 32,4'f6:0" b €`t 0 113fd•'EMBED(2899Psi MIN :53 160"{160 33:4"'Y4:4"i&Q 2C 0".i 34.5J 9.0"a14c0"16dY-'16.0 9 0 a 6.0'!10.0"22c5*1&OP ld:0"lld.5'l4.4"ilid M 15:0•t 9,0'•.1di5"160 100'3 9 ST Q d.-`IO�"'21:bA s� 'GONG): 52 36 0:160+L3: !,Y5.0-1mo 1B:0",11 5 7�yY2:D.,,:.{1d:.0"1fi:0 9 0 6 0".I.IO.D'.32: 2G.6+3b.0-'11.5' 16:0'126 Q 16 D'S1:S".7 5_12:D' 160.1.6�0� 9.5' 6.0 }. 10.5 2].D" �;T STaTE,CF �pn,'.: W 0 '70 Y6 D 1155}:0:5'-15:0"26.6 ,d.0'5=95". 6:0"'ISOS'11yS'16.4}4 0 i 4.0^120.0"12S"Y&4 16:00SD 6 IS-.0'„;35.0"Ie:O"�1Q.0+10'11 9S' 6.0":1105 13:0'• y✓�`3+ ilGT ltJ'� yl v N S , ,Zo�-:100'Sb D x'9.0:f.b 0"'10.4"':ILS"16.0^d•9.0" &d" 10.0- 12S"-16:0" 9 0' X6:0'f10.0"12;5"_I&0.:5.5'1:61. 10:v t3.0"16:0" BIT f 6:0" 10.5+13:0"16:0' 95' 0::. S/��•'�L e�h -9 Sjlb�ELCO`ULTitACON YlYTH 143 ]6:016,Qf16.016:0^+16.0^N-17111 0"13,5".16:0,55-0'.,A6;0`12.0' 8:0'.}13:516.0"16.0°'1&0'1160(16,0";1b 0. iG0"Y6.0 15.0 16.0"C16A"18.OY 13.0:9.0_,£1503&0"' Yttll l- p113t, T- 0 •_qua s. f{`.EMBED(3500ps1M[N 51' 18.0".{16.0"1240'"16:4"#1&0"• 36 d' 80"} 36': Znvl>aD BO4 16w0: S" 45' LSS�3'S"Sfrd"36 Q':24A"16::0."}1&0 16,43r�5. 9D"'Sf S.O°16.0't&0'E06 j75"iY2S SO" L)ai g<W1E.0"-36.0"i3D5 1&Oy1b 6. 0" 7.056:0 9S 165'°111.5"13:5"16.0_'16.U-131.516.0'.'166:160:1Yi'A:175'.LS.O}16.0'i6:p`�f4,5175-:125. 15.11' Z,, ppm. ,.�.u5"'6"S"611.6"IS3S".1.J4�.9 5'1'.419' 11.13.5^160'Y0.5{7S"1Ia"'.'i150.IA'A"IDiS"-7.5! I2.S'150.16.0"30 S 7:.r+.',}2..,"13.0^ 10N 9 ✓1 T14"3D4554DWEFaTAPP R ,fir .... 11/2.MFtt EDGE0I5TANCE'. _ - .. 3':MIN EDOEDISTANCE - �'/W � 1 Wj 1-3/4 EMBED,(3000 ce �,'� C3 1.CI C3 fR €.CS [3 C2 C3 C4 CS-i Ct-f G} 1-C3` G1 i'"CS CI C2 C3 C4 :CS CI: %CI G Y..C4 CS LI C2 C3 i C4 CS y Usk P33N.CONC] ::.43. 15 0 14„S"!6.5..-&:E16,, 32.5'1.7.0 .4:0 6# 12-5...,T.4 ;35., ;4Z 5.5":It 116 cr A3 S'.16A.:36 4"15.0"114.4a,5 8 4 tt 5_- ^rw ;\•, w`°"^ .„ 53 140 B:5'.=4 6:5!'414-0. 9.6'x45 '30":..d.5 40" 6.0" OA'+ 30 1.4.0" 160 ]60'j.95 l3.5#1&0"S60" 9:5 5b :6'�24 ` 83;5" 45 6D30 / 3.0 +:•#"0' II50 i20SS5S' S40S5 xD7004"jL'>30 bid" 0 i b:5 C ANCHOR SCHEDULE: HOLLOW-:CONCRETE BLOCK.. _ .. .... X, MIN EDGE DISTANCE, .... 23/X`:MBi EDGE;D.SSIANCE ...... 1.6 `Spans Up To 6'-0 �Px(16,'I%#j/Y08'3' '" Sp32kX-Up T'e 2x0 - Cpalts'UaT�&0`, Spitlx Up7e 8!-3 .pg!;3 t#DTof7 0`. CONN TYPE :. 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