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Florida Building Code Online Page 1 of 2 Business:, Professional Regulation BCIS Home Log In i User Registration i Hot Topics Submit Surcharge I Stats&Facts I Publications ContactUs I SCIS Site Map Links Search i RJtl Product Approval :USER:Public User • Product Approval Menu>Product or Application Search>Application List>Application Detail File Copy MimiFL# (7RL.?n 7- Application Type REVIEWED FCR Code Version 2017-- p� Application Status Approved CODE COMPLIANCE Comments ST. LUCIE COUNTY Archived ❑ B®C C Product Manufacturer Town an o`untry dustrie , Address/Phone/Email est M0� cNab Road Ft.Lauderdale,FL 33.309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com r Quality Assurance Representative Address/Phone/Email Category S utters 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 and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI IndeDl.Ddf FL13757 R6 COI Indeo2 odf FL13757 R6 COI IndeD3.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 Equivalelnce of Product Standards Certified)By Florida Licensed Professional Engineer or Architect I i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb:.. 1/6/2020 Fl_13757_R.6guujv091D_SL FL1375Z R6uliy Egulv7.'.odf EU3.ZV R(,�F_auiv EDulv3.oiir I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 j Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 .Summa:.SummarV of Products I 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 Fi 1'-757 96 )1 Dwn t odf 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 :Eva,IgatiomReports Other:See Installationrdrawings,fo�al owable span/pressure FL137S7 R6-&E' Eva11.Dd( combination` as nd additional limitations of use. Created by Independent Third Party:Yes rte° 13757.2 6.8 Streamilne Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLQ_757 RQ Il DM?_-P_i_f AppYWed•for use outside HVHZ:Yes Verified By; Fran HBe ar o,P.E.PE0,0�694___� Impact Resistant:Ye"s� " ""�T�^- "Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation drawings for allowable span/pressure ft.,LJ7S7 R6 AE._ , 2df.. combinations and additional limitations of use. Creafed by Independent Third 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 FL13757 k6 If byiti3:Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo PE-0046549 Impact Resistant:Yes Created by Independent Third Patty:Yes Design Pressure:+110/-128 Evaluatlon Reports Other:See product drawing for additional information, FL13757 R6 'AE Eva13,po anchorage,etc. Created by Independent Third Party:Yes 8adk Next 6,nial tic::7601 Blair St+a,�q_oa�i,TaJzliassee Fl.32399 tm •-859.4 The State of Florida u an AA/EEO employer.Copvrioht-200Z•7013 Slate of F�i'dh.::L'dYLSILsC Qtl?1:91::Arcesstblllty 5f it•rttaii:;Refunel Statement. Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic Lita!l to this entity.Instead;mntact the office by:pttoge or by tradlilonal mall.If you have any questions,please contact 850.487.1395,-Pursuant to Section 455.275(1), Florida Statutes,efrGctitio.October I,2012,licensees licensed unddr Chapter 455,F.S.must provide the Department with an email address if they have ene.The emalls provided may be mod for official communication with the licensee.However email addresses am public record.If you do not wish to supply a personal address,please provide the Department with an email address which can he made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval ra�Accepts: Credit Card Safe i '�tltPt��'B _ I I 6.8 STREAMLINE -SH-UTTER- - - - - ------ � :.:.. ..•, GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ - No.PE0046aa 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = CODE SDCP)i VMON'(Z017),FOR U$EVlITHIN AND QUTSID.E THE-HIGH VELOCITY HURRICANE _ ZONE;AND THE:INTERNATIONAL BUILDING CODE(IBC)'AND INTERNATIONAL RFSIDENTIA CODE UNLIMITED WIDTH e D IRC).THIS SYSTEM'MEETS MISSILE LEVEL`'D"'AN INLIVDES ESSENTIAL FACILITIES AS DEFINED IN p p ASTM E1496-09.SEE:PRODUCT EVALUATION:REPORT FOR MORE INFORMATION. SECTION STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED*FOR USE WITH THIS SYSTEM SHALLBE % FIORIDP_ }}UU 8s DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH.THE GOVERNING CODE.PRESSURE S .. C REQUIREMENTS AS DETER11INED IN ACCOROA'NCE WITH ASCE 7.10 AND.CHAPTER 15D9 OF THE �� IVxCG?' (/� -m a FLORIDA'BUILDING CODE SHALL BE LES5.7HAN OR��QQUAL.TO THE POSITIVE OR NEGATIVE DESIGN :j. i i ; } !h u 7 n�t�I „ .PRESSURE CAPACI"fY VALUES LISTED HEREIN FOR ANY ASSEMBLYAS�SHOWN. f j Z� ui �xg.� 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. , i 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 �' iI z o SAFETY FACTOR. ! - Z' q L o 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATIONTROM'GLAZING REQUIRED FOR ALL WIND 1 LNIj ZONES,IN ACCORDANCE WITH ASTM 1996-09.71S:ACCEFTABLE'8Y CODE UNLESS OPTIONAL PIAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WINDa I LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w u II I D WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USEC. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. -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 PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE, g 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE KY: CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Y T�{r�bJL..LLL Ayr t°ri o VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM p/�'�* ! t11 �+o n THE 11. ANY MODIFICATIONS OR DDITIOTES NS TO THESAILED E APPROVAL DOCUMENTS WILL VOID THE APPROVAL V i uI I t .•�. m�' DOCUMENTS. I, . L2. WHEN THE SUE CONDITIONS DEVIATE FROIj THESE AkROVAL D000FfENTS THE BUILDING HURRICANE PROTECT]ON BOTTOM OFFICIAL MAY.REQUIRE YHKr SITE SPECIFIC:D000MENTS BE PREPARED SIGNED DATED AND TRACK �O}� SEALED.SY A LICEIJSED:ENGINEER.OR REGISTERED.ARCHITEGT:WHICH�DETAILAND:IVSTIFY THE 3 DEVIATION..AS A CONDITIONTO THE BUILDING OFFICIAL.GFJMNG HIS/�{ER.APPROVAL.: LOCKING MECHANISM,SEE 13. EACH MATI`ON:ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE fOLLOWING MTtitMual TYPICAL PLAN TM TYPICAL ACCORDION INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE,FL. MISSILE LEVEL D-•ASTM.E1885,F1996&E330 1 SHUTTER'.ELEVATION TWZO1':202'&203 Q a FLORIDA PRODVC{APPROVAL,NUMBER ABBE 2, 1 N.T.S. EXTERIORELEV n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE SIREN H OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16. BOX SHUTTERS CK AT CENTER HAVE A CLOSURE ECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ NON-HVHZ ESSENTIAL OR FACILITIES. \ n131I� 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED ASFIELD CONDITIONS REp0UIRE. 18. .FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS:.USE.REMOVABLE ANCHORS. SHUTTER $ aL.Fi6, • 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS .412 9111 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30,ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE Ei 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL.BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO 2))ADDMONAL'BLADES OF SLACK, t !!!@ 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS'WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-114' 15/6' 2-318' 1518' I I ------TABLE 1: ae• 3.1rz^ 1-718^ 3518 1-71V d r. TABLE 1 NOTES: 120" 4-1/8' 2' 4.114' 2' ' ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-78' 2' 21 Ix= < :g SHUTTER SPAN SCHEDULE'ABOVE ARE > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: - - $rIR� I •,, o SPAN SCHEDULE . 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA AT EACH RESPECTIVE SHUTTER SPAN. 2, NOA-liVH2:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY- POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FCOWb�' J,5-2339 SHUTTER 'DESIGNDESIGN SPANS IS NOT PERMITTED,FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPANBETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ PROVIDED THAT SHUTTER HAS A �PSF RE PR PSSSURE, DESIGN PRESSURES FORTHE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". [AD9B8Lt.! SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL .8�• 72" 100 100 HAVE 2-7/6'MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1-5/8'WHEN>30' OD' 70 70 ` ABOVE GRADE. -• 5, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 NOT PERMITTED.FOR SPANS BETWEEN THOSE 120• 83 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHERSPAN SHALL BE USED. ✓ .PSEBA 09ON FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM/ 144' 43 40 / . ,} PR03ECTIONVAPJES ' 2.074. _ 4.874•MAX. 0 } 0.115^ � � �'f;'� YS,,:• � 'Tt5� I 0.062•r id 0.450° 1`4.060• ' a0 SS,9 0.325 .ii .nj�11�' • 1.7v4a8•9s• i 0.100• .U, �-lTaos• o.loo• : 1 34-I 6-0,106'-2• '0,063.a 063,` 0086•► , r- • _ I _=Q.•�O..•' Op •�•'s2rQ81)O{'A •• ;� ao0 6. LL 0.630' 0.621 .062' I 0.002.° 1993' 0 ' 0.630. v fB. s$ w �, I iY•,;, .. „_._L-+ 'L_069.-f t-10.971' -0.971•} tt. Ie� „ •. r•`• I . `Z,r1 1� r-•� 711111 W 0.343° u I Ii.0.462 X0'200' F 1 0.062 1p;200' i yQ't50' 0.050' 0.630 v t-.--(-•-'0.630'. WUxz ro `ir ' .0.061' I ( �l.os9• 3:os9�I �' - :a : I fv:�rl a ' {' '• . T . ,r( O: ' ��-� • ZX SUPPORT LEG OPTIONAL 06W� 8N J5.745•MAX. CI yyQ1pW `5.745•MAX. q3 1 WALL y O 5LlILD aLF WALL O STfiEAi LINE L"EILI+dG TRACK O STREAMLINE WALL TRACK HEAVY HEADER/SILL LITc HEADER/SILL ro 2 3 4 5 5 E ow ,p ALE HALF SIZE SCGL'f HALE S12[. SCALE-'HAL-P SIZE SCALE:hALF S12E SCALE,HALF SIZE SCALE HALF S12E i Imoi 0 WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPRONAL h f ON ALL EXTRUSIONS vv0.ey74'{- 2.fi55•.� 0:875 Y 0.510 2.195' I .Jf�,� t gC �0.7 is• 2.655' iI.�; �� I;`u.�•rii i{r+t�-`'1-.2«29'. oIy (1+'`N �'i I�Y'r'=oil�or`$";,1` 0.0�60• 2`43 0' te�mr y ,Y Lug" aIt9 m RI 1- ! {--•i- �q��o n I�r I ..8 �, •f N. illi Jt,10 ''• 5 17-0.105• m I362'.1:.t 4.84' � ' 1.069• ( ��----jjjj -�• .v $ ° LI� ( I. 0.631 n .n tn; i '^• I =�' ��+�' ja�O-�j oaos• � N - a �<5, TESTED THICKNESS OFd o 0.781•, �- -4,510'-•-------� �_3 SO5 I BARE METAL W/O PAINT IS 0,039• ' i^ SILL l SILL ADAPTER ra`EXTENDED SILL t� EXTENDED SILL ADAPTOR 4 .ADJUSTABLE SILL BOTTOM r;6.8 STREAMLINE SLAT/BLADE L T� SCALE HALF SIZE' �! Q SCALE HALF SIZE �+' SCALE HALF SIZE �t SCALE HALF SIZc ��/ SCALE HALF SIZE SCALE HALF SIZE 444 III 0.060. O'47T 1.570"�0 510• 0.143°i� 0.133'�� 0_:590' 0.341• 0-070- -.;P.245' {-:1a06•� O.la3• O.o96'=i -1 1 CJ •r 0115' 0.090. CT-1,1 b . i .�j. z 4.5_0' ' - 1 0.]46' a � ..� a ^ -- ''0.160• A hit, D,68z _- --- ;63G 0,0bv22T• �" �Jo.6- ' 15-2339 4 NODE:THICKNESS OF BARE #--2.822°-T I I -•�-p;6 _ 6 METAL W/0 PAINT IS 0.039' '=.+ 6reL[I Phaf E6:�i[(Fpt1y I.t[ 6,8 STREAMLNE STACK 18 R'ACIUS.GEI!i(JG HEADc`R%SI_L 'AF.TER 18 WALL 'SILL- CLIP lgb WALL SILL SCALE HALF'S12E 'SF ALE:HALF SIZE D${ALE •ALF SIZE O SCALE' ate'$4ESQEO SCALE HACr;St2E p.. - X59 __.-.-+•-.•.-----�•--'^"' - - \,tl 111111/s, t�yPuw61t91t!U1BD0"Y.E r i•,-1.950"-} "' ._.�_..........._..._. -- ```. .. �}-0.125" 0.630'�STf1NLE§S STEEL .0.280'{-{ NYLON WASHER OR ASSEMBLY -•�•.-•.--•.�._.0.4 7 ALUMINUM 'TG., V T •"W. 0.320.0 HOLE �- B-- .¢ 0.357''`to'rASO x 2-3/4.410 HT S.S. 0.276'"I1 ..a� '-INSERTS SCREW W/TC ULTRACOTE � 0,591• 7{. 8 ni WHEEL ";O '1- 2U-r INTO COATING 'a+0.062°~ };'p:240• ( ( TRACK (TYP TOP&BOTTOM) "K v.__.____......_-.._-._ I nt0 w M B E --� I) .hgLON BUSHING W/WASHER: ii .'•�IIDh f•: -1 -0 TYF,AT EVERY OTHER .0.750" 7/16'0 x 1/2'0 INTERIOR JOINT TOP L���;,, �i 0� •••"'• cWi r-'� ! INSIDE JOINT AT TOP. �'e�6"' 7/16"0 x 1'@ INTERIOR JOINT B TTOM 0.154°y' 0.33T /jl.A \� (J] LLN a n / t. E'N t11 8 CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON E)TERI R 7jI'I IJ I;I;I t No W 0 •2 ' �•1 ANGLE Ri:)I,.LER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED Zf '-gas SCALE HALF SIZE 22 BUSHING ASSEMBLY DE' .IL 26 BOX CENTER INSERT (JjL SCALE HALF SIZE OTE: MAY 6E KEY OPERATED OUTSIDE SC ALE HALF SIZE O SCALE HALF SIZE of mg R KEY/T1iUM0 TURN OPERATED INSIDE. ZX �&N O 3b K H}o.zso t�.. ii:ASS PUSH LOCK I11tU u woz3 eCALE,HALF SIZE o R0,155' �, ,. a %i n """'___�_ 1.978' i o w W 0.500 r'•"_",...- ---"" 0.236" 1,742 0.286'�-1,66]'-•` O h 0.500" o:lp' 1.224"r.,-�0.267` ' O,b-13• � 0:790" I p.09d' (0.319' m -0.52PA3 ^ + �r0.531' N 4191 1 m 0,25x' i ':'..;; 3�, , .� ._:1.;;! d o •Z G' � f¢ i I '� i a v",L,t's '✓ I•+ 0.224• 0.239" )•• !v � r .n:G1 n n�n n . oO.fl60'+ 0.496' ..0.240" .1- ui.n.m m.n y 1. t•p_ o 2:750' 'i t-2.000'• p 27 RAiNGUARD 28 DE+_ORA'TNE FLOOR 'TRACK. SCALE. HRLK SLZE SCA E HALM S1 E o.16o•., "�T. y0�4o qll� 001'T 0,062' 0,062" 0.222 Q 0620.176"l/30�UIJItdATE LOCK 3y MALE BOX C[NTER 32 rEMALE ECX'CENTERv SCALE H1.LF SIZE' SCALE HALF SIZE C SCALE HAL•SIZL 0 i 5:500'x 13/16"WIDE }--'}0.400• v 7�- 7/16.0 STAINLESS oc _....L.�...--� .t a'.. STEEL NUT ' a ' n y .D.i25•• .. 4 5/16-16x1 MACHINE SCREW Cp �'. L--35/16'01NTERNAL1 STAINLESS STEEL a+ ;s0121' L. -4 gpQ• }----}0.689' POWDER DIE-CAST THREADII HEAR SNLE VAR7FS n1' SECTION A -SCREW.INSERT' T UMB SCREW �- 1.OSo^DEUR HCOEL 20Z27 L'1 I V i 1 LuaousTRlAI sYSTI M.S O'sCALE ;ULL 51Z _ O SCALE FULL s2 F o a.zsa 40c 40b 40c _��c�t�Cti�� p�fj 35 2b9 LJCK SCALE;HALF SIZE �� 0.319 1 ALEHrtLF'SIZE "� :-L END STRIP 1" � • 2" & 3" EXT m }-1.625• 1.$00' •T1-0.125" I .B�. ; i PT - D.OSO' SCALE HALF SIZEktyrL s 0.085-A1 I Y0.125" � il&i�E:�� - L a 0.093' 6xraonFa4XLL99yROF_ 0.2$D• i.N ry FOSS" n 115-2339 L I eaacess9lp - :r ; 9:000• II .ALT. 1".END STRIP ¢1 1.5x3"x0.093" ANGLE P5 2"x3"x0.125" ANGLE 99 ;3g 2X7 ANGLE �J SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE h. i R CNNARDD,- t11/fCi14�IE1�9! I ANY ANCHOR PER ANCHOR 'EDGE DIST; SCHEDULE 0 SB"O.C. "F�( NI DIST. ` tf GLAZING --END ST--� `LE �-o SEE END STRIfC�� �SCHEDULE FCU:C MrO,'. NO .E00< SPAN WHEN!WWG4. t7 .a4.: LEG ftEC1Ti).11 t ' .F I 6 ` 20,40C,40b-4 K ce_ EMBED,' ie�rY (INTERIOR) I 6 tat,a� IJ i OR 6.S STAKT€R�'_ O� E.. gR�' LT, q YA 1Tt----�--f bIAX. WITH 21 OR Z§,,'Q .. 0 "t:v MIN.0.062"THICK 6063-T6 ALUM. I i\C •jj 8.� ;30 -. J.. .b I ANGLE 1'x 1'MIN.TO 2"X 5'MAX. ^ ==-• 1 ( ANG ,riss/. 'W'f•,' PP++QQ tt DISm (ANGLE LEG MAY BE REVERSED) ri - ti Jt t/t C"S DISE. ;, �'� �;-AN".I ANCHOR PER ANCHOR (2�)A OXIN SCREWS TRACK W/ _ f I��, ¢¢. "'w• \SCHEDULE @ 18,O.C. -CORNER TOP&BOTTOM;AND f (�• .. i ° ATTACH 4'0 6.B STARTER W/ G ¢ _ i3 i�„; 112 x 1/2'GALVANIZED OR SS-SMS, 1 �� a<12 x 1/2"GALVANIZED OR 3/36.0 ALUM-POP RIVET,OR 1/4-20 S.S.SMS 3/16'0 ALUM.POP (� o . >"+ f 6 80"(T YP f } lc `USE(1);BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT FA 19'O.C. V ! ! LVET OR 1/4-20 018 M.C., u3 r" 111 AL.T c".RNATF F..NJ STP„P D_T„f� BOLTA NUT[§I SB”D.C., L (EXTERIOR) S/16-18 LIP_, EW INTO THREADED VATH 6.F.. STARTER AND AN(.>LE� In O, INSERT .AT 113 SPAN TO 2/3 SPAN SCALE:3"=P-Ii': ANY TRACK W/ FROM 60 OM OF SHUTTER. SCREW BOSSES. 7•t W W TYPICAL PLAN VIEW OLE SHALL BE 3/8' AX WIDTH,�UP TOG END STRIP SCHEDULE O .J SCAL2 3'•=t'-0 1"HEIGHT. 1 B10�.�. P"F+ N Od USE LTi BRASS PUS:C LOCK OR(1)5116-iH.TNUM5 7�$ S'RY.W i": TrtREACE-0 LOCKING DETAILS FOR 2 B!O I'.K7'1 SEE END STRIP :< IN:iEgY A^.TJ3'SIPAN CENTER MATES I, xy '�} f SCHEDULE FOR MAY_ T7>r N=qDM SHOWN ON RANDOM d BL'�T�J11 OF:>Hp I'TER \ yt n SPAN WHEN USING RECEIVNIG HOI,:SHAM BE j.1a I 13 DETAILS 3'!d4.T•) g 2D,404,40D OR 4Dc, tj o yy Hie.11 WrD T H.LP'f .. t1 / a - `S r ' //�! L/4" OR 6.8 STARTER .C 30. ALT.1"810 11- Z Lj•-•�'••�!((---�•—i. MAX, WITH .,OR 25. y G v p �M 1.5y . � A TF. � L„Qij0 0V. USE APPRGPRt12: TRP TO STARTERF Oc CLOSURE x0. FOP 093 SII))) �un w cu:LDw r r•Of:DmONS, 3 s �Y` V� O �• FASTEN STARTER STRIP o .I (INSIDE)1• ,, .re � TO TRACS W1(21410.1 91 v iSCREWS AT CORNER,TOP xo125' T ALTERNATE END STRIP DETAIL. 3 BOTTOM SCALE 3-a!-O' 1' ' J"FLY TRACK WJSL REW BOSSES. S 't _ II za¢ FOR GRUTEF SPANS OR LOADS THAN N SHOWN IN IID STI9P SCHEDULE.END a STRIPSREQWREA I9(C.090'CUPANCL a i` j>7 MID SPAN'Mr ANY ANCHOR ONTNB EXISTING GLASS ANCHORS 1147208OLTT0 tA'TTR t .......-. _-.... dd S �. T> ANCHO OR1/4-3080LfI4 I4'rK y' USF'I11 BRASS PUSH;.CCK I J N V w USF.(1)BRASS PUSH LOCK INSIDE _(7 L' CI�C• (€ OR L 1 4/14-18.Ti MEI ' r ,r: �', 2R tFlTHUMH ) rl SCA .1 T.+R6..OE0 "' i. 1-- U ER_at}�.'C TMREl DEC LNSEP.T.Lf77 A�t/. SPAN iNSP�n tJ.3 SPAN SILL N RO`.� '•02%- AN PROr:1 BA.'TOK GF:SP+U i'CER . ' IrV!"q• � a BOTTOM OF SFtUTTER I � t�L I ISL p P RECErnHG.WOCE SkatrL'BL 1 _ N. WIDTH.Uf''It- TYPICAL. CL i"!f,LIC11 T' � TYPICAL.. OUTSIDE CORNER CLOSURE DETAILS WO/CORNER PCS7' — r rst •. !� NTS 1 } T3 J. • r / 30 L9KrAGiU}III�XVTDP.0 \``SILL -• 1 (OUTSIDE.) 15-2339 USE III BOX:ACK AT 113 PSL I T T oHI ^ 3121 SPAN FRO"^ .. BOTTOM OF SHUTTER 0TYPICAL INSIDE CORNER CLOSURE. a a CC2,CETAILS wa/C`QRt4ER POST 6.4 MU!.TIPI-E SHUTTER ASSEMBLY /1 $ NTS 79. SCALE 3"'=V-0" /il I emascsr� -..- Ci CONNECTION TYPE - REFERENCE ANCHORLISTING HOST SCiI+EOULE FOR MAX yTRUCTURE 's + _ SPACING '.•EJ-� �, fi Ct CONNECTION 7YPE 1 � 1/4_20 MACHINE BOLT f'rr N REFERENCE ANCHOR' 1 1JZS^' 'A:NUT(•D 12"O C OR J I \ SCHEDULE POR MAX ` � 014 SMS(9 6' 0 C SRhCIx+G_._. fur ..'*' ,j (TYP TCP&BOTTOM) �' fa b ,',TE i2ALUM. TUBE 70--tz' FASTLnERs R. 60G3-'16 ALLOY EACH ANGLSEEYABI F A POR SIZE. I vl • P B R %�� 'G;J1 tt� / 2"x t/B" r ALTERNATE THRU BOLT Q / A. 'a —� REFERENEEI ANC OR MN GLASS a. _ >: g ALUM.ANGLE ... I HE FLP MAX ARA'i N �` 1 SCHEDULE SEPI 0 "� 13. .�. Y •�•.Ir 1 SPACING PER:TApCE i. THa=_E3/lser,Lun f I ( ) iulaW -Wng 'WQ POP RIVETS-OR MS ' G(.nSS THREE 1152 SMS.TYP 1`S - - - ,.. .R DOOR -JITt1 .' Ku�NF �V . 3/16''a ALUM POP 17 RIVET OR It SMS '14 re r Lor OLwu W TABLE A(cm) y 18Dr. (7YP1 PREMUVSALLOWAB-ELENCiji ` �,'�� u �^`� 04-Rb;G •:N Z _ PSF N1I MAY USE MALE OR o Bj08• 3No 9(0 FEMALE LOCI(-SLAT 62 130' 16B'. - ``J ALTERNATE THP,U BOLT. 'f j � 1 Itf"M4X XPOM PIt, / _ CS CONNECTION TYPE CI CO!uNECT1UN TYPE /X "'„ Lh.uLl� IiUIGE •+JBVSrM'N 72 ]2i° 379' \CCS TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER(Iva) w $ 92 S1S` 172° `\ NTS SCHEDULE FOR[.TAX SCHEDULE FOP MAX 992 124' j 16S SPACING ' _. ,j-"• 1- 102 110 ;J 414x3!4"SMS:Z 9-C C 1 160- f v' ANGLE TO TUBE CONNECTION torn 4 m 110' 109" 14T !' 2"x 7."x 124_ ? 'O I 9T 131- TABLE B a4 EXIST HOST~ o-_$d A 5 ( ) 8�0 / f.063•?6.ALUM TUBE z 3 m� 1 200 PRESWRE VS ALLOWABLE IFAGI71 STRUCTURE I i a_ �'_�< ea I 114' L ^ftjiit6O`N Y.i q C EDGE DISTANCE g-FERE`CCE'A"'CHOP S a 2'x2�c118' 181 PSf W[TH 0 0 S* LE fOR MAX c d s?ACIDACING •.+ '� rn o 62 113" 166' "+=ASTENE.R(m 18"0 C P—•ti—* ALTERNATE BUILD OUT MOUNT SECTION = 3 g 72 loT 1ST L Cb 82 101' 14T I (USE ANY ANCHOR SHOWN �.%' SCALE 3'-1'-0- a IN ANCHOR SCHEOUL F.)----- 9? 92 9S 139' 102 90' , 1 I ,'`,•� o $ 120 83' 122• \ M iso 74' 109' ( 2 %2...% X 01, >• 3/16 RIVET OF-12 SNS ( i 090"6063-T6 ( {t I- •L o (E 18"UC OR 1J4-20 7 �. ALUM TUBE TYP °( N '' I MPARsTa, T zuw NUT&80:.T(TYP 1 -0. ..3/16•'0 ALUM POP .. � ' �,,,, ,,,,°, IF.fR 75E�E'. ✓'L � ��jl � �� 1I,�, GLASS u z 6 RIVET OR ii12 SNS I :� . X K C All. ALUM TUBE A 6063-T6 ALLOY (Ai 18"UC )TYP 1 'a� OR ODOR 4, 0¢I- Q4 n A3' SEE .16ME_Q.POR S'ZE ./-'2" tiEi1�4r's [> p .2 FASTENERS x CONTINUOUS pEACH ANGLE P'x 2'. 093-6063-TS j ALUMINUM ANGLE 'INSIDE THREE 3/16'•d ALUM OPTIONAL AN(.-LE ALUM ANGLE,7YP g 7 - - �, .. � '•d POP RIVETS OR 1� ORIENTATION TYP. I ��J .per` S'L YE gp[$• THREE#12 SMS.TYP > xa n P %2"%1/8" - • C q i3 ORALUM ANGLE 2"x 2"x 1/8' 1\�_ U_ IS. -R[F(RE(fE� .N ACHOP 6 ""rte ' SCHEDULE FOR MAX 1 - USE MALE OR FEMALE SPACING WPIAPRFA44LLtf1lJ0WP,E LOCK-SLAT \ �EXISTING-CONCRETE. 15-2339 � > O. v13 BLOCK OR WCGO FRAMING @l. (OUTSIDE) @ INSIDE SILL MOUNT SECTION MR iii2%t/z'GALVANIZED 1. (C1JT51LE aE � 1 PAGE DtSt'AL+116N: CCpl TYPICAL CORNER CLOSURE DETAILS GR s S SMS.3/16 0 ALUM p I SCALE 3-a V.0" PDP RIVET,DR 1Jc_2q ,IDE CLOSURE OPTION'S NTS MACHINE BOLT& NUT SCALE 3"-T-0" SI� (d1 1B"O C (� _j f 1_6ExN0no.r.� C5 CONNECTION TYPE - ----- -- -- - Ij&5!1 u _ REFERENCE ANCHOR EXISTING z0 1' SCHEDULE FOR MAX STRUCTURE SPACING o n. y 5.rAX GLASS w�'''"- G!ASS wm Cl CONNECTION TYPE '/�-217 MACHINE BOIi OR DOOR ;� O^ w REFERENCE ANCHOR /^W/NUT 12-0 C OR CL - } r NIr OR ODOR F- SCME.DUL£FOR MAX, C 4414 SYS @ 6"O C No is I O¢z- retro- SPACING. __.'�... + MN Dx U"' tr2< (TYP TDP 8 30TTBt4; .. nr1 V7 N N w { GLASS N n' w m _ �--7/2•• Yi1 �. 1/4"-20 7HRU BOLT W/ GLASS X m 4$PAkA'KA: uCCC- ¢ - It� '� ' + LOCK NUT 12"0 C OR P:R411 ¢_x¢ 111L x 1/2"SMS @ 72"0 C CER X a,�O+z r• F �(/T/ _� lx.l i���•. T "�,••Ikj @ .ay Ery.- OR 3/16'0 ALUM POP 1 TnSL°: a°j ga o m f./. SDR 6 R! t ��, 12 x 1/2"SMS @ 77"O C E. TrSLE_ w @ F J w y .'MCI �� �' �0 OR 3/16"0 ALUM POP j RIVETS 6'0 C OR 1/4"0 �J w o `(�. �1' a RIVETS @ 6:-O C E 5 i i .., „= ALUM POP RIVETS @ 12'0 C R'/L-0 ALUM POP RIVETS ! i' N ©1 AND O ,i )r W ( 1 J 7qU .Eg}.2 @ 12"C C E 5 ^'-I'� p "" 1 M ll, 3 1.,"MAX FR,9M C Ir MN G1A55 W .i'- 4 U7 .0"B �1/4'MAX FROM,.PIN ASSEMBLY _ S-PARATION }. �'� Om" p X' OS ANO©0 .. '= GUtOE tO"BUSHit: 1J2;TYP �U U Hua- F-R TABLE �H-C� -7 Om 3..Er� AS {' 1 .. WASHER(TvP) DT� / l WASHER IT P) (III.---��- =Fi` �1.{W Oti 918 lz7- .-•4-.1/2"TYP EXISTING CONCRETE,7E, mj / � GLASSt yl LL,N 3 v W."Q _ �. > ' S I I 'l. /'. 73 CONNECTION TYPE OR DOOR ui�3u `�"�` BIOCK OR WOOD FRAMING " T %'gyp z r ti CCIG REFERENCE ANCHOR x6a WK H u _ 4 CONNECTION TYPE ` x1/OI`' SPACiNGE FOR MAX i�p �Q / ,{ -EDGE REFERENCE ANCHOR / / OIS7 SCHEDULE FOR MAX - J R _✓� SPACING AS SHOWN / I Z C'�CONNECTION TYPE IN DIAGRAM ON PG 9 _y /�1 r tD'/_1nA 1LJ RIFE RENCE ANCHOR EXISTING CONCRCTC= w p �lr i.�1n-ry' SCHEDULE FOR MAX lJ SPACING ALT FASTENER BLOCK OR WOOD FRAMING _ .� /)_ `f'AJT:RON PIt. LOCATION FRONT AND Cl CONNECTION TYP e X „ - GUIDE 0 BUSHINr I� \ REFERENCE ANCHOR WASHER(TYP) N j k (t/4"MAX FROM BACK ANCHORS NOT REQ'D �g,j INSIDE MOUNT SECTION m: WITH THIS LOCATION �J SCHEDULE FOR MAX. ,I —.L��i' •' FIN GUIDE TO SCALE 3"=T-0" SPACING - EUSHIN5 CONNECTION TYPE ��t u j G WASHER a �`�INSIDE MOUNT SECTION �' REFERENCE ANCHOR !�'�'� P i(TYPI SCALE 3"=1'-0" LE FOR MAX tmmEXISTING CONCRETE, CHEDU S �ZBLOCK OR WOOD FRAMIEMB.CC: . !L' J i }BUILD OUT MOUNT SECTION g EXISTING CONCRETE, `•, SCALE 3"01'-0' '0 E� 1.E BLOCK OR WOOD FRAMING =NOT3 EDDG IU S. EXISTING ,+7$ c S. THE B FOR DETAILS A.B D,AND E ON THIS 5'ME£T 1/F/ - ^MJECi1C•1 TYPE l .STRUCTURE m THE BASE TRACK MAY B. INSTALLED IN SECTIONS ?/ .� i REFEREIICE ANCHOR f EMBED .S CONNECTION -YPE 2 WITH M4"GAPS•PROVIDED THAT EACH SECTION HAS O /` SCHEDULE FOR MAX, A MINIMUM OF TWO SETS OF ANCHORS AND ISA cCe: 1 �'. REFERENCE ANCHOR S R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK y 6 SPACING ! !y/A'_ SCHEDULE FOR MAX S USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING S n OVER THE GAPS BETWEEN SECTIONS. (DO�., RO2 GLASS R DOOR rC+ w12- Gi :xA55.; t3 r u ='c R'jjer 3 H12 X 1/2"SMS @ P nAfr J = z OC OR 3/16-0 ALUM P'- 0412 rN OVIm 1 .-N-per 7 t.a L w,7D POP RIVETS @ 6"OC 1I' a '",3N,;RAs L N W OR 1/4'0 ALUM POP I Q t:/C<~ 4 G.?OR DR. exnnCi- 1 2.��v m OkR CIiJ}9 8[5yy �. __ i RIVETS @12'OC F-ioa ` �^ yLC:Za XI �i ti MN GLASS r t u m h T:eLE) C r { o SEPARATION 'A i9 M Q ? •. �il! K+ C� fA T«LE. X? 3: u t _ 1/L_20 S S MACHINE I , Q o ~ Q7 AND OB I {✓;•��r; .r_ rl.:i.F. -N { IL's' I I C .� SCREW 8 NUT @ {� L u N ASSEMBLY (TYP)$H97,' P 1'.G 12'OC q 0 1 t *'?. kt SHER ITYI ., GLA55 t/4"MAX.FRCH PIN OR DOOR--'-�tI �kl (T Y. aUW ''TFii15�+INu x111 t �/ i `?---[4 CONNECTION TYPE t/_"� Lf OE T79U5n:N,_ 9j kikla�tg}g ^6= WASHER(TYP I ,Ifs/ /i/�/ EOG./ REFERENCE ANCHOR j -tom WA HER(T-Y0) �.a. 1 6 .^EXISTING CONCRETE. y J ply. SCHEDULE FOR MAX bYAFHtE7xRtCSN:VG77pt - I'x I oL OCK OR WOOD ��% SPACING AS 5 OWN t,. 'LC2 CONNECTION TYPE k ! FRAMING EXISTING CONCRETE,' -{ONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 OR e.� { - BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX Stair x 3-x 1/4'CONT 1 / e LQlINECTILN TYPE H12 x 1/2'SMS @ 12- /J SCHEDULE FOR MAX SPACING �QO OL9CA17RpH G63-T6 ALUM ANGLE I f,r` f _ 'R_FEFCN;E ANCHOR 0 C OR 3/16'0 ALUM ! SPACING ALT FASTENER EXISTING CONCRETE. � ..O,I7 SCHEDULE FOR MAX / LOCATION FRONT AND y BLOCK OR WOOD F3AMING •AY BE REVERSED PCP RIVETS @ 6'O C BACK ANCHORS NOT REQ'D 1 , S SHOWN DASHED); SPACING OR 1/L"0 ALUM POP.--/ WITH THIS LOCATION �� ti (� e: RIVETS@12' OC WA__ MOUNT ,_CTION CEILING / INSIDE MOUNT SECTION. /=1 `O SCALE 3--V-0- �•jCC`ONU�-- O ��% SCALE.3'=T'-0" MIN GLASS _ __ r-��,,,� GLASS SEPARATION' -- - -_ .- _ _ t111 l' -.O.Py 7 OR ODUR'—� PER TABLE 7 ///''-GLASS OR W _ :3.tCDaR _ Np-a 2 = GLASS OR ? _. w a S XarDOOR MIN GLASS b' - wLA '''E7E77n++///��� y _ 1 SEPARATION V - I a= t�MIN GLASS w w w. "AL?: .rvt r+ P. SEPARATION Zr PCR Tt:,:C 2 /�ffltil'�I o'aw1 �� V r W'U G 13� wan !1. Y cc:_ �'><c. 3 �a2: C7 CONNECT{ON TWE 7 3 x waI/ W z° (� �dW: a� MAX FROM PIN GU DE a _a O s 1 ^ I{ TO BUSHING WASHER(TYP I a N SCHEDULE FOR MAX I ; `•'a z pgS0 W $: zr' O WOOD ACIN.G' .c� LWAG SCREWS24- ..� _ N cC1: rr: MAX WITH ''4 CONNECTION TYPE W `IG} 250'J ` THREADED PENETRATION REFERENCE ANCHOR i b W"T" T"INTO CENTER OF 2X STUDS / /� SCHEDULE FOR MAX 1 11 / m.! SPACING /I9; ti r, 1 SHt. EMB -T' ig ` ! -- 14 @SMS MIDSPAN BETWEEN /�. a JJ.{•c. }.{B STUDS FOR TRACK TO 1"z 4" �i A [.• . W , TUBE CONNECTION ,. `, , F /'-EXISTING HOST STRUCTURE PLYCOD b / / A STUCCO FINIS•'— 125" w `'6063-T6 ALUM TUBE xa !EXCEEDS DETAIL To BE USED WHEN STUD SPACING N DECORATIVE FLOOR TRACK DETAIL ( WALL MOUNT §tL DETAIL u` s !EXCEEEDS THE MAX ALLOWABLE ANCHOR SPACING{ SCALE 3'"c 1'-0' \✓-SCALE 3'-V-0- ��'4 cc. WALL MOUNT SECTION THIS DETAIL MAY » p SCALE 3".1'-0' ( ALSO BE USED-6a m £[ AT TOP 04 �� U< E rn g ACCORDION SHUTTER a ! T "•s u7 e T 3 G -ERPRODUCT APPROVAL r r �\ { ���o i"GLASS rl c m p PUN GLASS I OR DOOR r( SEPARATION ITiI ° PER TABLE 2 t3 = S AP PLICA BLE AT-I-OP ( ; + x Q { rA Z" EXISTING WOOD ER 421 AND/OR BOTTOM TRUSS OR RAFTER j a s I Q a @2c••MAX D c —� �--•'—s�z--�_+_;;� I a 2'OR3; 1 1 I m it Y N EXISTINGFINISHMATERIAL 1/2'MIN. (51 n 1 F '� 1/4"MAX FROM PIN GUIDE 451110 I}'. SV.( (S�( k 2"x 5"s 1/8"6063-T62'x3"xyt'%CONTINUOUS OR 2.175" TO BUSHING WASHER 7YP ,erALUM ANGLE W/THREE m �11 ,. 3 6 i -1/4"TILE ITYP1 ALUM WOOD LAG y 2"%2'x!4"xCONTINUOUS--�. c�•� •-^-x-'•rr FINISH MATERIAL SCREWS WITH 2-3/4` -� --T I S&a 6061-T6 ALUMINUM ANGLE I 41� ";«» :n� ^"�;;•�A„`z„r:'„•QY``'U:/'••� MINIMUM THREADED - •�i. r.' '50 ' ( WNW PLYWOOD ;( J *MIN.THICK 6061-T6 ALUM TRACK PENETR "T"IN WOOD @ ( S 1/4`9 A325 GRADE THRU BOLT(d 7"O C EACH RAFTER OF TRUSS. FASTENED TO ANGLE WITH 1/4-20 OR 5/16"V A325 GRADE 1HRU BOLT @ 12 0 C 2L"0 C MAX WHERE 1 �j ANGLE FASTENEC TO MACHINE SCREWS AT 3`FROM ENDS I' { EXISTING 3 KSI CONCRETE 9 AND 9`O.C.FOR THE BALANCE GALV OR 5 ANGLE EXTENDS BEYOND HOST STRUCTURE WITH (/,�5, i LAST TRUSS MORE THAN I i E �_ ELCO ULTRACON TO CONCRETE/CMUp G '/l0 ELCO ULTRACONS AT EXISTING CONCRETE HOST ',r ( 5"0 C W/1-1/4"MIN EMB 6' EXTEND ANGLE To W 3! I t `a 3'FROM ENDS AND 4"O-r- 2-1/2"MIN. ;.'1 NEXT TRUSS W �•z FOR BALANCE WITH L3'; STRUCTURE(3000 PSI MIN) FFF OR 1/4"9 LAG SCREW @ 9-0 C wn-7/B' W,� - HAX.DESIGN LOAD AT S-0'MA PAN ' !, MW EMB IN WOOD SG=042 TO055 MIN EMBEDMENT AND 21,J X-§--' EXISTING CONCRETE. 1a ! 1 - ii, ��,i'++w MIN EDGE DfSTANCE, f 62 PS.F. I ! 11 _ 34�Iu. -- HOLLOW BLOCK OR STAGGERED WITH 3'MIN. NAX.'DESIGN LOAD AT 6'-0`MAX SPAN: WpOD FRAMING SEE / .:.� NL7 Ma OYM]ISRGVLLR\:JRROp>i --- -•2"x 5"s 1/8"'CONT SPACING,TIP. .t 52 PS.F. ANCHOR SCHED J� ALUM ANGLE(6063-T6) a� ar 15-2339 ' BASED ON TYPE OF. _ E .a HC BUILvOU.T. I;OLiNT STRUCTURE :a.� y ct etFatJvnON"_�,-,J SCALE NTS IMAX CESIGN LOAD c 72 7 5 F)1 ` PASS THRJ DETAIL Hb TRUSS MOUNT SECTION X99 SCALE 3"=1"-0" �'' SCALE:3"r=1'-0- rA�,+��yexxA?cv Ax EXISTING HOST 7�ALT.LEG DIRECTION - -- - - - - - --—--—-- - ,A,6Rlpi}4g// _ STRUCTURE., 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12"MIN FROM ^EDGE OF ACCORDION ROUND WINDOW fI .EMBED 1N CONCRETE OR HOLLOW BLOCK,3'MINIMUM .-!•tom EDGE OF SHUTTER, .T f SHUTTER BLADES r D 3'MIMEDGE DISTACE ASSEMBLY �4 (i)6T6 ALUMINUMTOP OR BOTTOM ANGLES'RF BEAM END. SZE . tR' PER SPAN TUBE SCHEDULE IlSI EMBED.(i.. _ f "'r,P4: .SPAN TUBE PER -a 'a ;' AXCESS KOLR•/_M11/1,DESIGN SCHEDULE �� BWDA •; r` ` MACHlNEBCL EDGE OF ACCORDION z 2 t 24 O C OR 14 x 3./4T SMSU6'O.0 BL , ''O�C�'• ,C F}.,r• ` 444 ^ SHUTTER WADES g/1J 3.5•MIN { J i a i `'�iAss' io TYPICAL 3"MIN EO(iE �4 Z 2.875.0 HOLE(TO RE{EIVE J' OISiANCE "` � vv y a o ROUND WINDOW ASSEMBLY) I MIN.GLASS r, r z! � S MAXIMUM OF 3 WINDOWS 1 EXISTING SEPARATION S 11 -. ui s-+W:q. PER EVERY OTHER BLADE r + rr�++ u 1 i DOOR--�i._-.-_.. =o V Ln�.4L� 1 LIGHT-N-VIEW WINDOW aE i i 3'MIN (-r, �` �O u a I I DISTANCE EDGE 712'MAX uWW $ N.T.S. EXTERIOR ELEV = �,..,-....:.. -i— — I :�--•--1C . r � T f p pL? �'' yyy((( L• a'J: ,1:4"17:.x_'FtTDfi.P!d Rl IL•E. N n��/'{,!.%,''A,)i ACCESS 1/4 20 MACHINE BOLT WINUT wk . 7! -1/2' HOTS I 12'0 C OR*14 x 3/a•SMS 6'O.C. '� 2.875'0 HOLE TO 'I—'•'' - i. ' �...: SPAN TUBE PER ^� RECENE ROUND EMBED.' � (y�; DESIGN SCHEDULE WINDOW ASSEMBLY +; 1/ --(2)6063-T6 ALUMINLM I LH-fT1AX. ANGLES PER BEAM END,SIZE 4 o R EXISTING T n•)'1 PER SPAN TUBE SCHEDULE I HOS . .1/4'{8 THRU BOLTS SEE BEAM 1 / STRUCTURE SCHEDULE FOR REQUIRED NUMBERS z 1/4'ALL POINTS SOLID'SET.ANCHORS WTTI 7(8"MIN m f f EM8ED IN CONCRETE OR-HOLLO'1!BLOCK 1•MIMMUM E 0.125'-I r •{ 0.125' F/ SPACING,AND 3'fAtNiMpM'.EDGE DIS'TAP(�.E 0.032'.-�••f f / MAX.DESIGN LOAD t 72 PSF 2 0� .�-y ` SPAN TUBE SECTION p o>1y-j �f �, i 3 R � ���� '�\ ( 1 i ` 8 N.T.S. VERT SECTION SPAN TUBE 8G[EDLLE AILOWABLETUBE NUMBER OF ANCHORS PER OF MWFAUMANGLE )! 2= ! ROUND I 3 TUBE SHUTTER; SPAN I THRU-80LTS ANGLE I LENGTH ly i WINDOW I i SIZE SPAN TOP BOTTOIA TOP 1BOTTOM TOP BOTTOM TOP BOTTOM iJ I wASSEMBLY ry ! I I i TUBE TUBE I.TUBE TUBE TUBE f TUBE i TUBE TUBE T'! ' I BBLot i 7TA.9' B : .2' ]: s r r d F '•�� .� j ) I 1 0.125• 721• I 38.0' .Oa.a• 2 f 2 3 ? T• r Th �' `lam.. i.i r \` I I TxBk : W„ f 1:J.7• t57 B- I x_ Y_ '_ 2 _ 3 _ i• 7' il� } 't � e; � J/�/ I� � ���'/�'�`•.�\\�� i i ones v _v.�.++u- Azar t>_ ? ___? ;_...�. s �...._ ._..7_.._ a23' s +ozr "..tGsd' 2. 2........I.....a- ...4 W v..._ ( pk H `� '•t !'/( U� I ' ........Cd..: ' r 7- yD ._f 0.186" ( 1 .....J—._...__.f__._ ' K{(E 02875- �.if' )' i' 2*4k 5V• 7 R2r 153,T 2 2 a 4 r to• a ��p[ s 03.250• I'. 0.125' f 411 { I L^r ! 115.41 137.5 ? 3 . i 5 hr Ix 1 -fi r Std �tjj� ` __'80' 156r 2a0.o' 2 `. 2 3 4 r to' Wi$ {`4 ' 01675 ..r' _....?.__;....__�...._.........-a.......�.....-�,... 10`..... 18' nU7`,rGsi � 1[_ LIGHT-N-VIEW WINDOW 29. �\ r ? «m7m 7FAw LwrnnE N.T.S. SABIC PLASTICS 51X14317-UL-74H6 _ SPAN TUBE SCHEDULE NOTES: i—(�, E2^x3 x x x 'ANGLES FOR 2'x5'&2•x6•BEAMS. 15-2339 2. USE 2'x5'xl/4"ANGLES FOR 2'x8"&2"x10*BEAMS.,. !; 3. USE BEAM SCHEDULE FOR DETAIL 3/8, raa[0�scravTxnaf 4. TOP&BOTTOM BEAMS MAYBE USED TOGETHER OR IN COMBINATION WITH OTHER - CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUSTBE LIMITED TO TOP BEAM SPANS. 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMLTATION5(INCLUDING SPANS ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPAN N.T.S. EXTERIOR ELEV ABOVE AND BELOW THEBEAM. O $ 6. LAP BEAMS ARE NOT ALLOWED. 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. a I( ANCHOR SCHEDULE. CONCRETE - . 7.."�"'I"A6p'P'�'- - IL11! ,F, L. 4 2.'MITI EOGE DISTANCE AF�1ip TO 6'-0" Simians UD 70 B,_3„ •>•`.P3^2_Vp Tom xa" 'T/•, Lii�$ti N �J��:.' hNp10 CONN TYPE CONN TYPE CONN TYPE O. ClLOAD I Ci C3 "C4 C5 'c1 Cl 1.0 1 C4 .C5. L1.1 C2 'n' C4 C5 ". :VO PEGG + 114'TIW TAPCON O co 43' 7G:D'I36,0"15:6;IY6'0"116.0"16.0"16:0^ 9:0"113.0"16:0"7610" 9:5^ SS" b_b'. 14J' - ULTRACON W1TN 1•J/4 53'.16:6"''18.0`1015'ii<:5"16:0"16.0"12:0 7:0".70.5"16.0"35.01'9 715"'iS 7:5' 10.5'. EMBED(3192PSi MIN CON .62. 16.0'.160"195'!32.5'1&0"MO'9:6' 5S" eS+ 15:0.15.0" 7S" <.S' 7.5" 16.5" ^'0 '.z 0' 16-0'13.0" 7.0 112:016.0"L5:5'80 S0' >.5 iIS'iSA"!7:5' 4:5"7.5:. 10:5: '-17}/ B COME4INATiD>y;��y•,. 5TA7g 0.-4: SDO 15,-175` 4,5"im- 305'15:0 T.5' 4,5 ZS'"10:'15.6, 7.' 4.5 7.5. 10.5' / i0 tOH31vGr1U, '�•••r<.CRt4 _ �� b ¢q G7 <'Ml AST 43' 36.0'76.0^15.G"916.0"16:0'IG.O"36,0":.9:6" 13.5'15.0"14.(.^1 B,5' 5.5" 9A"33.5' I � �j S '�"••.... LL^X6251:n MIN CONCRETE)BED,(3275A'.! 6Y id,0115_6"". OS''!II:O`16A"id:6"SLS S,5 14 D l7,5"17.5 7.0` SS" 7 S, '4:5" ///h/QNt�(_j -(� .0,'4G -70 Y64:! 147..70 11].036.0°340 7.0. +�S�j,11.0 10_6"139170" 45 7.5 .9.5 - 9JT �¢�a`"Zo j00, 1370 a5"�I7R'39 4' IJS 70 iS 7S` 9S".135170" 45 7.5'95" 0 114"E.CO CRETEFLFJ(S54 43'16.0"160. 1G16.tl 260"175 166 16.0"164'125"'60 13.016.9" r SITYP S' tGP' ��O Ra'�� IV/2-EMBED(3350ps1 MIN 53 l6.0'16.1". 16.0110.0" 6.5 1LO'14,0." 'W' V W'• :z CONC) 42. 16:0"18.0"'12:5'36i0'iY6:0']16.0•'12,5" 6:0'133.0 16,0"18,0"10:0"-8.5 12A0"14,0" y Ax TO 16.0"Sfi.O"170:5'.16.0y16_0'tfi.C"70.5"'7:0"i'3S_350 ]b.0..10.0" fiS" iF,O 14.0^ N D n 100 16:0".10.0!6:5" 32'.0":14:0"18:0:'�iDl9"'6.5' 71.0^134:0"10.0"130.0"'4.' 11,01 14:0 � , o W � aj 1'+MIN EDGE DtSTASCII _ _ NOTE "S INDICATES ANCHOR SCHEDULE SPACING Ol 'tI ! C3 'Ca :C5 -Ct 1'C2 C3 C4'1 C+- CS .CZ C} L4 C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 114*1EY7 TAP.gDN OR ESCO 43 16:0"!16.0.'7'" B.D"'!16:0"1610 I i4.0" 5,0" 3:5" 16104 16.0^ 9:0" 3.0 4:0-14.0' C2 CONNECTION TYPE USING PIECE WITr OUTSIDE VLTT1AC011.WFTH,1-31+" S3� f6;0"28.0:SS" 6:5'��j16:016:0'12.0' X1.4.5` t6:6'..145 7;5' jf/ ,Y 10.0 ANCHORS ONLY EMBED(3191Fd M.N 49NC) 6a, 16..0..^.2155" 45 5S i1G,0"1d0 90 fjS 10: 45`14.5 7.5" 4 10.0' - C4 CONNECTION TYPE USING PIECE®WITH � ( •�--,. 70 36A"{7T 5 4.0 S D 3lfi.0'150 7.5- �` 1 0' la 5 7 S il' 10.0" OUTSIDE ANCHORS ONLY 14,3 75':y+j ^'/120.0' 14 5 7 5 ✓ SD.O" .t(4 1ZLLENIUN M1LLFa5F' 41 36.0 16.0 11L0"1]'16.0 16.0 113 0" 6.5 915' !Ll".13 0 710' t�L WITi{1 7/.t!Et4gEO.(1275CN 53 16 0 i2b 0y B 0'I't 0:1.,1&0 9 0' SD" 7.S' I6'0"lOS S,5" S.5^ 7:5" ANCHOR NOTES:KIN'COYCAE7E) 6 16.0"1'1 S' 6,0"90 1d0 13.5"i 7,0" 4,0 6.5' I1,0"la V.. S.S.- /.S."%3S".7,5' fu 70 18:0'1 F9.br-,5.3"1'0.0"j16.0"1T.5" 5.5"tiF'•f 5. R,S"10.6' S.S"•J✓✓ /5.5^ LS" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y a m ru 100 30;5"5.5^ i/iM1 S:5`17.5" 1D.S 5:5" /W S:St 715'10.5" S,.S S.5" '7.5^ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE g MllI.EDGB D35TANCE LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). }°"�p•t7 62y Ir 1/a':ALL;POJN'i'S.SO,LID_m , - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING SRUCTURE MATERIAL, V ANCHORY7r7/B'EMBED& Cl C7 CS ':C'4 i CS Cl C2 a'. C4 CS 'Cl G i.C3'�Ca�LS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR �7 a 714.7QBS 11ACHI14E SCRLNI '13. 1610116.0'4 0:5"{10,5.."!16:6'SBA?12:0"'S;S' 7.5«Sbal"12:5: 6."5"_f 3.0{ 5.0'110A" UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (306017s714IH{Otic) 51 16,0'US 01 6 S,�8.0'':16.0"16 0 &5 a:0 G 0" 15.5 30 0 S.V 4.0" 7 0" THAN OR EQUAL TO SHUNTER SPAN. 1O f- yB 6i' 10,0"13 0 5 D i.0'116.9'!'1 ,i5 5 0" SO,D SD 0 Sl0" 1.0" 2p" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFIC AMON OF CONNECTION TYPE. "" I, w o IDB 10.01 S:V% 4:A'1 7.0' 10.0" Y.V /1 4,0^ 7:0' 20:0 S.0" .:''-r a,Q" 7,0 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE g 3'MN EOt'sE O15T`AHCE. BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 1; 1(r^.ALL•POSt/1,5,pllD•SET - ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE C AIICHOR W% :EMBED.& CB I C2. C3 ''04 1 CS .Cl I C2 I C3 C4 'CS .Cl C2 I C3 C4 I CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDEIMFICATION OF w 1/4.2055 MACHtNE SCAEIV, 43 16.0"115.016U13'!16:01b.01n.0-16A"11.5"76'.011G';Uff.11.0 7.0'111:0"1A4'.D" CONNECTION TYPE. 3000 d MD1t01iC "� ( P ) 53 16:0"Y34.0'i 7].5^116.0"1G1Y'SGA"14:0'!8.5^. 13.5"1&0"..16.0 8.5,1'.5"7 9 s 12=0"' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 42. IG:O"136.0"50.5".16.0^16:0"IS:O"11.0".;7.0" 11:0"116:0"36.0" H,5"15.5- 9.5" 12.0" ONLY. •�.I 713' 15.0"'15.0.' 7:0"14.0"7bA"16.0":9:0"P.8.0 10.0 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16:0"1@:5'.53".4.5'If1.0"IG:O":8.515.5' 9.5"112 01 16.0" e!5 15.5" .9.Y 1.7_0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 'J` U4'POWERS SS:OItCIf-tN 2- 8 8711 EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER lY/7(4-20553O,LT AND CF i C2 C3'• F5TC9 "Cl .C2. .7 C3�CS: FINISHES. -_ _ d E _ CS �C1 G2 i.q_ L 5. •-.. 1'.EM66p(30GU^O HIN ._d1;.16.0.1.36.0 14.0"16:Oc SG.O"16:0714.0•' B.0' 52.5'16.0 L4.6' 7:'L 5.11" 8:0" 11S 7. U/HE E EXSSTING'ST1l11CNREIS.WOOD FlW11HG;.VtODD FRAMING COF;p1RPNS 122! F CONC)' 53 160'(16.0',9.S•:1<:0`18,6"76:0` 9.5716.0"10:0"36.0.1L5' 60' a.O" 7,0" @.0" V:OIY.flWR1FY TATFATE,YERS ARE7KT0 ADEppDATE WOOD;fRAM1NG- ' - MEMBERS NOT PI.YWO=tFAS7ENINGTO:PLYWOOD 1. ACCEPPl3LE ONLY FOR3:6 051 11.5"iSS• 6.6" 40 7 D" Boo"4,0�17S 9.6" us' 6,0"{1 0 7 07 H:O" SIDET1.O�URE PIEEfS. I,� 100 11:.5';*6.9''A'0'7.0"16.0'IIIrI 4:0 1 7.0' &0" 11,51 6.0't 4.0.7A"19.07 B. WHERE SAC•SCDiEW5 FASTE•N'TO NARROWTACE OF STUD FRAMING,FASTENER -t _ 3- I'MW.EDG.E DISTANCE SHALL OE LOCATED ItJ:CENTER OF ltP`S?NAL 2'YA:':({L4Ri.)WDOD 95 S) ." 1/4'POWERS SS DROF-IN .__ ._ - _ �'�'-�.. _._ EDC'E'.OSSTANCE iS ACCEPTABLE FOR WOOp FRaM7)rG; t,SG 5CRONSTVIIALL Stl�+y t W11/4-10 SS BOLT AND CI 1 Q ! C3'I G4•^CS Cl 1.C2 1 C3 1 C4.I to I Cl I C2 i Y3 u: CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. j I '>r 1"EMBED(3000psl MITI i3' 16:0'1 iG.O"125,0"]6.4'.',16.0"16:0'14:'.9.0" 7.7:5"1b:0"]5.0' 7.5' 5:0' 9:0"110" •( --- =i- 9. MACHCNE SCRE'J/S SHACC HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN I t --CONC) 57:SbA"115.0'..SOTS 1S9'16,0"1b,0{30_4• 6.5' 10.5`7610'12.0^ 6.0_ <.0 7:5;`8.57 $ - - •. ._ L I BASE ANCHOR.AND MAY HAVE.EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 0 16.0"113 0 B:0`112.5';16:6"15 0-9 6 5.0"}9.0^1124'112.0"�6.0' 4.0" 75' 8.' HEAD(SIDEWALK.BOLT).O.O.N. ,, "UJM1---aW 70 16:A".120 5"'7A"1Y0 16.TE"125" 6S .4:5' 0.0" O.i 2 0 6A"0 4,0'0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOTACCEPTABLE USES. _. �pJp�i- 100:1L0'I 6, 410^ .7S •B:' 0 12_ 6A" 4:0 7.5"18.5" 110 6:0" 4, 7:S" 5.5^ t ® tIC'G,.�"1 - i ..: •2`MIN'EDGE D157ANL< • DESIGNATES ANCHORS WHICH ARE REMOVABLE By REMOVING MACHINE SCREW, Ioigl��§IL�'7 `in 112 SMS W/2'EYEWALL. UT OR WASHER WINGNUT. Gl C2r..CS"!14. , f5. :ClCI. CI Cl:C3: C4'.I CS .ClCI C2 ):C3. C4+ t5' m'rkarna.`YLmf,4LdPC ARMOR iNSER'IY/2`FN9ED d1' 16.01]6.G'.111:5;14.0'Iif.,O"36.016,0`F7.'IID.O"116.0'16:0' 7.0' 4.5"..';55" 33.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE c2000Ps1 MBI CONC) ' --" ---"_6.0 _._.___...._-. __......_. 5- 339 53. 16:0.15.V..I&S`111.0:15,0"16.01],:' 4.S''6.V 176;-11.0 7.0' 3.5' S5' 30:0 SI. WHEN"ANCMORING�TO�HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO +c.4Lu 62. 76:0^15:0'7:0:'i 9.''I&or 56.0" 9.0" 4.5 �.6.5'! 14:0'14.13" 7.0' 3,5": SS` SO.O DRILL INTO HOLLOW BLOCCKK,,140P S1,16WD IMPACT DRILLS BE USED TO INSTALL 10 16'.0"12.SY.1 4:0":B.ff`:16:6"245•."7:S'1 4.U•.'6.0"110.5'34,0 7:0` 3:5• S,' 10.0' CONCRETE SCREWS TO'HOLLOW BLOCK` }AQ[OSSCAB'ET76,.' .7.0.i I 7.13- 3:5: 3S^ 16A" 'Y s12 SMS W/2.7S'EYEWALL 4J 15.0'116.6 iSG,O"'7601fw�Q'SG0'26:9",SOLO"78,Q'116�.026013.5' 60 Tt 9•,16:0" A0.MOR INSET-W/2.5' 5J 16:0"•166'12:6'•160:16,0"16015.0'.7.5" lL 16:0 760 9,0" SO [&0^ 11.6" ��'.f. EMBED(200094 M%ODNC) "62, IC0'l6.0'!'-9.S''1J5"y76:0"16.011:'.5" 6:5"' 9.5"16:0'36. 9.0-15.0__T_BMOp 1M0" 70 16:QT'16.0^-&0^11::5"116:0'16:0'.9.5" S+5` O:S 1a:0 16.0'1 9.0" 5.0`)B:0 17.0". 1 V I I 5.M1 8.0" 13. 1b.6 A.ff'I-S.O" 8:0 ]];0"16.OY 950" 5.0-18:0'IIIA- ;'s I ANCHOR SCHEDULE:.CIO�NCRETE (CONT.) - -- •>x=KL 6ENN3AD0.P,C. Z"31f6:l2 ,ED .1)15TAif4E 3"116'P32N PGE DISTANCE VO SF tY` _ .t �61E0 54.7 Qg . pg9 �i 5 ap ns Up To 6,•0,• S�jFOns!?p To 8'-3" Swns Uo To 6'-0" Saan;U0T4 B'•7': Sa>n§Un To 31'-0` LOAD 'CON21'lYPE CONN T1PE COIN 1YP"r CONN TYPE CONN SYPE CONN TYPE _ 110 PEC046549••'• ./ O ANCHOR srh ( 'C1 C2 i C3 I C4: .CS Cl i.C1 1'C3 'C4 C5 01 C2.I C3 i C4 C5 C3: C2 C3 Ca { Cr Cl I C2 i C7 C4 I CS Cl 1 C1C3 t C4 :CS C *• •7C= SII61 ITW TAPCON XL WSTH.:a3 16:0-16.1r.a-acc•f16,Q,16.01•116.0'14 I'll I'll 7:0'112.07 iGA"1£0"it•0",�16_Q"36.0 1- U-11S.0 6.0 1"314'EMBED(2B99pst MIN 5 16mp"t16,,.0 14,•U"f1.6 C11t6.G"16:0",.34:'5"9;0'^Sa,O"126,0"x6.0'A.G^b.4" 34.0"2.5^36:0"'16 O''la.S"16.'0 jI6.0?isle!75.0"1 0.0 13. •16.0"lG.a"!Q,S^ d 0 I0:5'130' •'" CANCj. 62 3b.0'!26,A'11.5'26,016:0"If 0,'.11.5" 7S"112X0"'1G.0"26.0'9:0'n ,6,0"Il�q,p•;2..5;GCLlb,O"'11. 16:D'".!Sb,4x 15:0 11.5"'75" 12.a 0"1.0"19.5" 6.0`ISA.S'S].Cl" ''•, _57.17$CF 70 2.OISS tt 9:S".15.0"`16;0`SS,O"'11.5^ 11.5"160.9.0 t d 0'10.4"Sx$5 160'.G4 2D.6"IS.O'42&4"16:0'10.0't S"•Y4.i';Sd,O,'26.0"4 4.5''S:0"'14:5 k1.0" �i(`� %'�;ONiOT: 60.CI32.5"16.0".'9.p" G,0".10,0"112,5'db.D'1 9.0" 6.0:�SA.O`k2•S.16.0' S.6.fl" SO.S.130`IG.O 9,3'.'6:C 10.51111210*1b.0{4.5" !,4"i1Q.S"13:4' / N �Ca (7;I1, N Ci, Sllb'ELCO ULTRACp ITH a43 76.0"it bb"fi76:0"260' !G4 16A"?16.0^33:5'i1G.6".SAD'.I6,0'12.0' 8.0"•13-5'16,0"36.0'26.0"26,0"t16:tl 110.0"iG.4 36.0"°15.4"26.0"126.0"xbA`.29:0":9.0"!35.0"rx6:0 rr777l t� 0 •�!1! o rg.az "' 1•/{"EMBED(3500ps1 53 ifi,q"`l."SG-0'":1-6';0"160,,16.0'26,0'15:5'!10.0`1G.D"'IG;O 3,6�A"J 9,5�"!'6S_!11_5M 33,5'16.0"I6.0"�26:0"fld:0"ii6. ICA 16.0:51:0"16,0';I60."16:4"t10.: !T.5':13„5'�1'S,p" G( ' kj V„ 5� CONCS. d1'-26,0"3d.C122.5"f&!Y'ISGO"iG0"12,0" B.0^.'14A 16.4"ib,4'"9.5"i_:t5.5_,+72:5'j,13.4'Sb.A'16.4^lTi.0.'1,16:0"•16�4"1fi.4"'13.5".4:4"'115-6"36,4"26.6't10:5".y 75".1••-2.5'r5A_ �� �Q 704 16:U'.76:0"130:5 i6.W�iG:O"16,0"ilp:4 T0' 12:0",13#5 18A_j,9S" _y 115"113.5"16,0'15.0'i11 S'16.0"1B.0�1G!0"Sl:a" 7r9"r13.G'160'16.p"ii0'.3"I J:S"aLS"15A' o,t tQ z�w 140:l4:C 4,5"' B.S" SI.5"F 13:5'26,6"',O,S" b.5" f.i.>.1135"1G 4 95- d S" 33 S'I13S'16,6"IY0:5'7 75a"15.N,'18'A"I0:5' 7:IC.,12.5";35.0"16.0"!10.5"IJ.S"1'}.7:7!1.5.4^ aN(3w.�y f '3A4'S$gOWER57APPP�q ' ", 3.112'NIN EAGE OTSTANCE J•MIN EDGE DISTANCE P, 4`E16 MAED(3000pat. CS C;: C5 Cl ! CZ! C3 C4yI CS Ci ! 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