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HomeMy WebLinkAboutProduct Approval � m•^ . ! 8' s ` .4 6 �1 BCIS Home Log In user Registration Hot Topics 1 Submit Surcharge i Stats&Facts Publications FBC Staff ! BCIS Site Map, Links Search E H Product Approval ®R�m" r • ,USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Cl 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@engexp.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 Y' Address/Phone/Email Category s—ShuttersT Subcategory lAccordion r�T e Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 127 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bernardo,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. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.pdf FL13757 R5 COI Indep 3.pdf FL13757 R5 COI Indeo.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 EClUly Enuiv 2.Ddf FL13757 R5 Eauiv Eauiv 3.gdf FL13757 R5 Equiv Equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 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 R5 II Dwo.Ddf 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 R5 AE Eval.Ddf \7n/pressure 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 of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwo 2.1)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eval 2.Ddf span/pressure combinations and additional limitations of use. Created 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 R5 II Dwo 3.1)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo 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 R5 AE Eval 3.)d anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: GI'8drt Gard:.: . Safe 6.8 STREAMLINE SHUTTER �� -- GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ z �• • y 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING 0.QB CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE *' INTERNATIONAL BUILDING CODE(IBCI AND INTERNATIONAL RESIDENTIAL CODE IRC).THIS SYSTEM UNLIMITED WIDTH -Q JA �M MEETS MISSILE LEVEL'D'ANDINCLUDFSESSENTIAL FACILITIES AS DEFINED IN 4E1996.09. %y••SAFETY FACTOR. IF 6 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION O ��2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �� 0F DEEpTERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSUREFLOR UA BUIILDING CODE S IHNALL 6E LESS THAN OR NU TAL OETHE POSITIVE O NEGAATIVE DESIGNaPRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. €€3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1BME3996JE330. 4 ` 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED YA 1.5 .01M $ 20 SYSTEM AC�RDANCDESIGNED WITHNAST1996-09.ITIS ACCEPA BLE GLAZING CODE UNLESS DP�tONAL WIND PLAN VIEW •N•9 g CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. m �L •+ 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND uuII a wL LOAD DURATION FACTOR Cd a 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.FORWIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. B. 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 OFT"HESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER (6� "f m d6LG15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE ��yyrCCONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR =gfVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. �,pNp, ON 111. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �Y1®� ?4 t d DOCUMENTS. HURRICANE PROTECTIONMUM a € 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUII.OING. BOTTOM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,$JOINED,DATC-0 AND. TRACK SEALED IIT A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION'.AS A CONDIITON TO THE BURRING OFFICIAL GRAMfiNG HIS APPROVAL. LOCKING MECHANISM,SFE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PUN NEWS S y INFORMATION; TOWN&COUNTRY INDUSTRIES L $I'. TYPICAL ACCORDION FORT LANDERRALE FL MISSILE LEVELD-A STME3886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&2O 02&203 N.TS. E%7E0.IOR EIEY FLORIDA BUILD 14 CODE APPROVED TABLE 2: .• 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.15, ALL BOLTS AND WASHERS((IXCLUOING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16.0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL F' 5 16. ALL SKITTERS SHALL HAVE LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR §- BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 3 � 17. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REpUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATION$.USE REMOVABLE ANCHORS, SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS d d e6¢ 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 30". SPAN ll 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 530•ABOVE >30ASOVE 53WABOVE 3(r ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE t1 I 22. SHUTTER MAYBE INSTALLED WITH UPM(2 ADDITIONAL BLADES OF SLACK. !C p 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE 7r 241V 1-518• 218' 1.518" D 88' 3.12' 1-7V 3-W 1.7110' n TABLE 1: tzo 4.1re r atu 2• E TABLE 1 NOTES: 1. DESIGN PRESSURES SHOWN IN'ACCORDION ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 N07FS: SPAN SCHEDULE 1. F Z:'UEFINEDASMIAMI•DADECOUNTYANDBROWAROIAUNTYFLDRIDA. ,A�LmxwolP AT EACH RESPECTIVE SHUTTER SPOT. 2. TVH:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY P031TN6 NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 SHUTTER oE810N DESIGN SPANS Is NOT PERMITTED.FOR SPAYS 3, NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ecALn SPAN EB8u Res GNe BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A Paa.oaernLPn DESIGN PRESSURES FOR life NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". Pl SFl PBFI SPAN SHALL BE USED, 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30•SHALL HAVE 2-T/B"MINIMUM SEPARATION FROM GLASS WHEN 5 3T ABOVE GRADE,AND 1-5/8•WHEN>30' ABOVE GRAOE. 70. 70 .. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE �1 -12V �o-� �63 LNDICATEOABOV11THESEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. @ 144' `45---� 40 6• E1999b090N FOR�iL49S OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM -NNNtW.P.E "0 PROIECEIONVARIES �a x.9]4• 4.874MAX. o.us • - 7 $ 006r 0.450• 0.080• I Z 0.125 1.708• 0.100' }-1.830• 0062• *: M 1.706• 0.100' ^I ---I- �_ .090• 0.063- 0,197 063• .1 0,19s J.0�1 0.196 T. 0.060• 0. 0.060• H x.820• �� !r �L 070 •ti .7. 0.126' T In 0.630° 0.630' O.OG2'w 1.993'�� 1.909' •., ,.a 0.630' 0.06x'g 0.630• 0.06Y H 1 L �3•I p,� %� � 8 1 -_lam.-^�' 069°-I 0.971• F0.971•j 0,143' 0.0 ""x• 069• 0.062 Lp,xpp' 0 60• 0. 1 70'� 0,630' �-1.069• v0 W 8 5.745'MAX. UPPORT LEO OPTIONAL 1 0.2000.062' 0.2 w 9 -I.O6V' 0.062• 1.00* w F 5.745 MAX. g O SCALE,MAIF SIZE O WALL BCALD.pA F SIZE L O SCAEE HALF 512E AMLINE (LING TRACK O SCAT&HALF STYE EAMUNE LL TRACK O SCALE HALF SIZE/SILL O S[TA E HALDf 512EILL N WO i FERE SHOWN,SCREW I BO SSE AL O FRT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874•}- 2.655 0.875° TW'9 -��0.510• 2.195' 1.x36' d 3.229' .1 5' 0.060' a 7;ro OF,='R11,,1.069• N .831 Ito n $ O.lOs• f I Z•767'• 4.510' ° 1 T n 4.510' ~ 1.069' ,0.105' n' 0.075' ��Q v k � �4.510• _ _� V."r' -1- NOTE;TESTED THICKNESS OF 35? 0.781• _L 07.1 �4.510'� �_3,gpp•� BARE METAL W/0 PAINT 150.039' E � O7 SILL Og SCALE,HALF 512E SILL ADAPTER gO EXTENDED SILL Ip EXTENDED Stll ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 8.8 STREAMLINE SLAT/BIADE & SCALE.HALF SIZE SCALE,HALF SI2E SCALE,HALF SIZE SCALE.HALF 512E SCALE,HALF SIZE1 a ��0.477' fag � s 0.143' �� 0.080•H 1 ras9o• 0.34V11 '.16• slo0.oW�o.x4s 0.143 .-'708• 0.060•4.753' 11r0.090' ° C�YIUGMDWFm.E 044• D.2zr 0.682, 0.630' 0.060• f 0.693• 15-233-2339 N_D ;THICKNESSOFBARE t±2..2r7j 3.626•-{ 0.420• scan - - METAL W/0 FAIMT IS 0.039•6. PAeeoescuo7xua: K 15 B SCAM HALF STREAMLINE ZEE STACK 1fi SCALE,HALF SIZE IUS CULING HEADER/SILL �7 SCALE,HAALFSIZE TER18 SCALE,WALL ILL IALF SIZE 8b SCALE,HALF SIZE 81 99 1.950' -t�-0.125• 0.610• STAINLESSSTEEL .200'}'{ OA NYLON WASHER OR ASSEMBLY ALUMINUM 0.357" T �I'.'I[�� 0.320'0 HOLE50 0.276' g 41Oxz-/4.410HTSs. p' S 0.88000���_0.0 NYLON FEL •�• J =TRACK SCREW W TC ULTRACOTE '0.591' *L O.1T 27 or INTOCOATING I 1.100'-{f0.240' �� r DYP TOP 4 BOTTOM) 0.062' .�•:, ga pry i O {V♦W ON BUSHING W/WASHER: ig II 1YP.AT EVERY OTHER 0.7`+0' 7/16'0X1/2.0 INTERIOR MINT TDP 1 5'MAY. INSIDE301NTATTOP. 0'870. 716-0x 1•®INTERTOR JOINT BOTTOM LYLTNDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON MERIOR 1 g ANGLE HOUSING-ZINC DICAST POWDER COATED 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT ag z `• SCALE.HALF SIZE SCALE-HALF SIZE NOTE: MAY DE KEY OPERATED OUTSIDE 24 26 � m W D SCALE HALF 512E SCALE,HALF SIZE 7-y OR KEY/THUMB TURN OPERATED INSIDE. IST M s }°'�0 43 BRASS PUSH LOCK SCALE,HALF SIZE N L7RO,SDtr .000' 2.125•0. 0.236' L74Y 0286' 1603'ob27• 1.710' 1,224• 0.26T 0.090Os31• 0.571'0.790' 0.319'0.064' 0.2 �`'s 0.09 �-� WY a 1, I o.6o' I °.6ar 0.110.1 .01224• 0.239• r• I �i"k1�'2.Op0' 0.060• 0.496' I ry 0.240` --LLL .7...: IR 'p ►7`js�'i m 1.758'-j ' I 27 SCALE, ALF 28 DECORATIVE FLOOR TRACK 3.476• � SCALE HALF SIZE SCALE,HALF SIZE 0.160' 0.22Y-{h ttt•5••$ 1.001 0.062'p,p42• 0.062' p,l)6' 30 UNIMATE LOCK 31 MALE BOX CENTER32 FEMALE BO CENTER l`7 + SCALE-HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE '--53 s� 0.06Y �� 5.'OO•x x--} 13/16'WIDE 0.400' -N- i S I' '� .I6T 7/16-0 STAINLESS STEEL NUT 6 NYF ]D F Y, 0.125• T Ot3Bb' 1_ OnOPB S/1°-1&A MACHINE SCREW I II 0.436 gg 5/16'D INTERNAL 3 NLESS STEEL f 0.121' J j�4.500' �f0.6B9' POWDER COATED,ZMCDIE-CAST THREAD ^. § SECTION A HEAD THUMB RIES �_ l.oso• - pELTA No 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3g 4iUM6 SCREW INDUST OAnY MS O(OPTIONAL� O SCALE,FULL SIZE O SCALE FULL SIZE o p,254• 4D 406 40 �s�l.��.. �� 35 BOX LOCK SCALE HAL 5RE 0.319 ' SCALE HALF SIZE 1_ END STRIP 1" d-Id-- � `a f-2.000'-� 2" &3" EXT lilt �1.62s-1 f--1,500'. '1'- -I I.0.121SCALE HALF SIZE #BFFF g O.OSO• 0.093-1 ! 7T i�rPe� O.OL15' S O.Its oro�r�rtRw.L®,waorE ' 0.250' ,4 $ 0.093' Io.o9s �A.6 5-2339 1 L i PA�.4P6CPTPRUH, - - 7.0120• I 2p ALT. 1' END STRIP 2t 1.5'x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 3g 2X7 ANGLE SCALE,HALF SIZE SCAIF HALF 517.E SCALE HALF SIZE S� SCALE HALF SIZE .`SlS d 77L m1N�A9/4 ANY ANCHOR PERANCHOR EDGE DIST. HE SCHEDULE 0I O.r- EKISTLNG DIST. GLAZING SEE END STRIP SPAN WHEN US OR SPAN WNFN USI NGLE FMBE �J pk 20,40a,4000R EMBED. 17 pI (INTERIOR) LEG�V�E`AITON a�S a 1/4' OR 6,8 STARTER UUUIII IC 1 ` 2�1C 17 WITH 21 OR 25. °•• Iq � `MIN,E V r rCKMIN 6063-70 ALUM, 30 ANGLE 1'KL•MIN.TO 2* 9'tWL 21 23 /y// GIST a (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACT(W/ B ANY ANCHOR PER ANCHOR (2 AIOA°SCREWS AT > yt w€€ SCHEDULE 0 18•D.C. CORNER TOP B 00TFON• AND Q s 2 3 73 13 13 ATTpCHIlO 6.8 S7ARTEi(D, m w B 13 *12 K 1/2°GALVANIZED OR 5.5.SMS, S112 x S GALVANISED OK Z 30 5S.SMS JJ16'O AUfM.PD, .00` TV 3/16'0 ALUM.POP RIVET,OR 1/420 WYET N 1/4.20 MAC. W USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT 0I D.C. ALTERNATE END STRIP D AIL DOLT ANUT®1b•o.c N (EXTERtoR) sn6.18 j�uMBSCREW 1NfO THREADED WITH 6.8 STARTER AND ANGLE INSERT(77J AT 1/3 SPAN TO 2/3 SPAN SCALE,3'.7'-0' ANY CKBOSSN/ ,ap o TYPICAL PLAN VIEW FROM BO OMOF SHUTTER RECEIVING ENO bTR3P SCHEDULE i E HOLE SHALL BE 3/8'MA%WIDTH,UP TO EE SCALE,3".1'-0• 1*HEIGHT. 3•Br0(2.7T .. Up[SgEEI BRASS PUSHma LOCK SEE END STRIP MSEI RIOARF95FAN LOCCENTER MALES OR YB/O(J.77?.. __ SCF-D STRIP IEDULE FOR MAX. pp0 ZZI�TT'/ ANN55 R T�p1R. p SHOP/p�NN�NDOM J•Bhp®q ° (2 j SPAN WHEN USING Y� A 3%8' qqI xaHO AP BE 13 ® Y2- KR' 20,90a,40008404 Fa, 1"HEIGHT. T O 1/4° OR 6.8 STARTER wrn� L 0 ALT. Q T7 K WITN21 OR 25. zy M 000III111 EC: 1 USE APPROPRIATE d - 5 _ ,[^^�'I� 4 20 PROVIA STRIPE may/ A0"3• SZ$-4 ,(I PROVIDE QOAIRE Fl) 1� RF1 13 •LSI FOR \/ 3 1 BU8OW0 CIWDIBONS ( (INSIDE) TOS TRACK W/TEN STAR IZI010KiTER P SCREWS AT COANER.TOP.o�• _ _ ALTERNATE END STRIP DETAIL s eorron O 9 Q/ §ccc SCALE,3-.1'-0" ANY TRACK W/SCREW 13 y is I O ,._...._ BOSSES. G p I SILL �� I fOA CNeATfn sous 0a wnosrrnx I 0 I SMOYrtl INfN05 AI b[NFpILLe.tiro 7 sAi.s 0.eW�Ne A1'n•D90•au Nw7e �a � 9 9 .{ N NIPSPAN INIL`p NflN10AYOn1Me EXISTING GLASS 4 v G 13 ummascNewncpoLi i0 exp57�iRn. ®99 I US %ORASg PUSH LOCK 3C �ada SSE 1 B �gSTPfUp�1pBLOCN (INSIDE) NSJE�I t6.j-,'AT+IRF ADED 3D 13 Y qI• N�S�y9�3 OATHp;/3 SPAN SILL 1 I � TO EE2/TT3 ST AN Fpp099 SPAN Y g� �OTTO OF SHPTUOER f FP, BOTTOM OF SHUTIR. (OUTSIDE) RECEIVI G HOLES ALl BE 1"MEIGM�.WIDTH.UP TT 3 4 TYPICAL OUTSIDE CORNER CLOSURE �ry1�1� p `g •��� CC1 DETAILS WO/CORNER POST NTS "'RRR...���!l1111 13 a arrmmxrlwKLUlxuoora 13 31 15 13 3 (OUTSIDE) 15-2339 SILL USE N)BOX LOCA AT FROM ° SPAN TO 2/3 SPAN FROM € BOTTOH OF SHUTTER 19 TYPICAL INSIDE CORNER CLOSURE y�❑ �y CC2 DETAILS WO/CORNER POST 3'.1'-0° MULTIPLE SHUTTER ASSEMBLY NTS SCALE, Q 111 P �Pi CI CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STflUCTURE SPACIN (JYY 7 CI CONHEC110N TYPE //4-2D MACHINE BOLI \ REFERENCE ANCHOR iR' W/NUT @ 12"O.C.OR }� ' / \ SCHEDULE FOR MAX ® OIL SMS p 6"O.C. SPACIN 1/2' ITYP.TOP L BOTiDP,I ALUNL TUBE EACH SANGLE SEE_60113IS TAR A IOR SIZE �R b R , / ��\3fq,A 1'x 2"x VB" ALTERNATE THRU BOLT O IB ■7 OR 2"X 2"x V8' I CI CONNECTION TIDE MN GLASS a: �9 3 ALUM.ANGLE pEFEflENCE ANCHOR z < SCHEDULE FOR MAX.. T z 73 F N., tm W0 THREE 3/1G'B ALUM, e i SPACING = 4 m M 9 G POP RIVETS O I I GLA55 6 THREE 012 SMS,TYP. 0 77 OR DOOR X N r W 3/16.0 ALUM.POP 1 `��` I RIVET OR 012 SMS 6 TABLEAImT QO 1B'O.C.ITYP.) \ L- 50 OR +\�0 w � ; 76•Lulm MAY USE MALE OR ®®® Pg No WO FEMALE LOCK-SLAT wo I F G2 I1p. IBV' 13 ALTERNATE THRU BOLT 1/4"MAX.FROM IN f ri 124 179' CS CONNECTION IYPE Cl CONNECTION TYPE GUIDE TO BUSK G I CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR pEFERENCE ANCHOR :- \ WASHER ITYP.) Bi 119' O7 NT5 SCHEDULE FOR MAX, SCHEDULE FOR MAX. iV9 SPACING I e 92 1L4• 165• '`' � 14x3/4'SHE FC 9"O.C, m$ g 101 I18' I60• ANGLE TO TUBE CONNECTION n H im IOr MT EXISTING HOST EMBED. Z 2 x 25" TABLE B I=) 6D�3-T6 A&TUBE ISO 9T 13V STRUCTURE B6' 1Ir PPFSSVREVSAUOWAffiEIExGR CONNECTION TYPE C 'g riR,xi/7001 31PA1ryry• EDGE DISTANCE REFERENCE ANCHOR WSJ 3 PSF WDII WO WOM SCHEDULE FOR MAX. E F SPACING �! iU 3 61 Hr 166" ASTENER DO 1B"O.C. O ALTERNATE BUILD OUT MOUNT SECTION Mr 5 72 tar (USE ANY ANCHOR SHOWN Cb SCALE,3"•T-0" ^• 12 101• 14r IN ANCHOR SCHEDULE). O 91 95. 13V 102 9P l3T tm 6r u M IN 74• I09' W F6 641 9e• 2'x2'z 3/16 RIVET OR 012 SMS .090'6063-T6 MN[V.A55 1B"O.C.OR 1/4-2 ALUM TUBE TYP. la PERTABLEX. a T S • !# NUT&BOLT(TYP.. t 3/16"0 ALUM.POP C0g411 F - GLA55 2 x oZm a ALUM.LUBE RIVET OR 012 SMS < 6063-T6 ALiDY (A 1B"O.C.(TYP.) P,g OR DOOR z ' SEE TABLE.A.FOR SIZE „"x S"x 1/8" 2 FASTENERS CONTINUOUS d♦, y Y EACH ANGLE ALUMINUM ANGLE 9 F@ a 1'.2'..0 3"6063-76 OPTIONAL ANGLE IN THREE 3/16'0 ALUM. ORIENTATION TYP, 17 9 ALUM.ANGLE,TYP. 17 g POP RIVETS OR 7 t THREE 412 SMS,TYP, x 2'x 1/B" 4 CONNECTION TYPE 6 s a o o ALUM.ANGLE/6^ SCHEDULE FOR MAX, NCHOR 13 USE MALE OR FEMALE SPACING a6RW3rtPWKL901WLOrE LOCK-SLAT EXISTING CONCRETE, SS-2339 13 13 BLOCK OR WOOD FgAMING - INSIDE SILL MOUNT SECTION Pwd�Eo6�x1.1:ox, 012 x 1/2"GALVANIZED (OUTSIDE) EE SCALE•3'.V-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM.VE RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS �y NTS MACHINE BOLT&NUT SCALE.3'.t'-0" O.C. TYPE yj C5 CONNECTION ON NCTIONNCHOR EXISTING O SPA[N LE FOR MAX. STRUCTURE GLASS RR W' GLASS R Cl CONNECTION TYPE r7 5^MAX. 1/4-20 MACHINE DOLT j ! Oq ODOR OR DOOR— REFERENCE ANCHOR 1 W/NUT @ 12'O.C.OR ' vl F r w D SCHEOULE FOR MAX. 014S @ 6"Or- -c C. sw<u a," MK r gg W SPACING /Y" (TYP.TOP L BOTTOM) .c}, MN. 3 HH GLASS 1a Hn T >i VL--20 THRU BOLT W/ <=6:< 014 x v2-SMS @ 12.O,C, ttpn ><W LOCK NUT OR Sr W r OR 3/16.8 ALUM.POP < 0 6 OR 12 x V2.5H5 @ t2'O.C,ES PER o f RIVETS @ 6-Ox-OR 1/4-O TABLE2 i OR 3/16"m ALUM,POP TABlE2 �, ALUM.POP RIVETS @ 12-D.C. w th•2: E RIVETS @ 6'O.C.ES. \ 2: _uu yy� •I R 1/4-O ALUM,POP RNETS / M o1 AND 3O 1/4•HAX.FROM PIN HN QASS w �-+ U' < d g]TV O.C.E.S. t/4•MAX FR M PIN ASSEMBLY Z.3 / V V TYP. G PER TABLE 2 r p xa� $ Zy�s 38R O9 ANO�O GUISE O SHIN WASHER)TYP.) 4 VISw .MiS B WASHER ITYP.1 � ASSEMBLY GLA55 t=e, 2-J YW / /Z.TYP. EXISTING CONCRETE, Q 3 CONHECTON TYPE DR DOOR oozf wa BLOCK OR WOOD FRAMING G REFERENCE ANCHOR ¢ u Q w / CONNECTION T1PE IS, SCHEDULE FOR MAX. SPACING < REFERENCE ANCHOR Q SCHEDULE FDR MAX. ^ 00 (7 SPACING AS SHOWN 1: CONNECTION TYPE IN DIAGRAM ON PG.9 w a �0 6q �^ REFERENCE ANCHOR EXISTING CONCRETE, SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4`MA%. ROM PIN LOCATION.FR NT AND fR WAS TO 5 LNG \ lr"--IaE9W ClC1 CONNECTOR TYPE / LOCATION.FRONT AND REFERENCE ANCHOR WASHER ITYPU N C 1/4'MAIC FROM BACK ANCHORS NOT REn'O O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 1 W PIN GUIDE TO WITH THIS LOCATION SCALE,3".V-0" SPACING CONNECTION T)PE F BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR y g ITYP3 O SCALE.3-.V-0' SC FOR MAX. a. E%)STING CONCRETE, SPACING o rL / BLOCK OR WOOD FRAM) EMBE z // Co BUILD OUT M01I SECTION ��•-�� TYP.BOTTOM EXISTING CONCRETE. - SALE 3" TE, n BLOCK OR W000 FRAMING /,•-.� f X(STING NOTE,FOR BE 'LS A,B O AND E O!THIS 5 EET E G 1 T ' STRUCTURE s' TSE BASE TRACK MAY D'E MSTALLED IN SECTIONS ��TYPE EMBED, WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR S'CONNECTION TYPE A MINIMUM OF TWO SETS Of ANCHORS ANO IS A SCHEDULE FOR MAX. REFERENCE ANCHOR c.�\ S MINIMUM OF 12•LONG.THE SILL OR[EKING TRACK W SPACING SPACING FOR MAX. USED WITH THE BASE TRACK MUST BE CONTINUOUS ` 3 OVER THE GAPS BETWEEN SECTIONS. 3 16 1/4" 6 w S2 ^lVJ � GLASS V2^OR DOOR 11" GLASS 012x SMS@ 1L W r� O.C.OR 3/16"0 ALUM. PER H gHa » POP RIVETS@d"O.C, TABLE2 ozr GLASS OR =O� OR1/4"El ALUM.PDP Ra DOOR WS t3 Z.W� RIVETS@12"O.C. I uh PER TAEAE2 XW 2r1:dy 0 �< W1/4-20 5.5.MAC < oarQ1 ANDQB1/4"MAX ROM PISCREW b NUT @ = w,6j� ASSEMBLY10P,WASHER DOO /4^MAX. ROM PINGLASSw _ 1/4-MIDE TO 0 5 1 C, N /REFERENCE NCHO WA511ER(TYP.)ASHER ITYP.) E XISTING CONCRETE, I SCHEDULE FOR NA /LOCK OR WOODEXISTING CONCRETE, {CONNECTION TYPE H DIAGRAMCINGSON PG,9 "RF£RCHOR15-2339 OpRAMING BLOHO CK OR WOOD FpAMIN6 REFERENCE ANCHOR 1� SCHEDULE FOR MAX. 'x3^x 1/4-CONT, CONNECTION TYPE 012 x 1/2^SMS @ 12• SCHEDULEFORMAX. SPACWG63-T6 ALUM.ANGEFERENCE ANCHOR O.C.OR 3/16.0 ALUM• SPACING.ALT,FASTENER EXISTING CONCRETE, AY BE REVERSEDSCHEDULE FOR HA%. LOCATION.FRONTANDBLOCK Ofl WOOD FRAMMG SPACWG POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'DS SHOWN DASHED) OR 1/4-0 ALUM.POP WITH THIS LOCATION S� $ Op WALL MOUNT SECTION RETS 12O.C. E CEILING ASIDE MOUNT SECTION F WALL BUILDOUT SCALE,3•.Y-0" O SCALE,3".1'-0" ..SCTI SCALEoi 3•.1'=0" �_J MN D.wss `No. GLASS SEPARATION O1GLASS ORDOOR == G1A55 OR GLASS 5 a DOOR 4=¢ SMARATION MN CLASS x¢j' Pea TAM Z W•- .c�i • 2F' SEPAIIATION TARLE2 i d N r % IT 13 wow c sz8 C1 NECiION TYPE TO BUSHI^ W `Xjy� - 1 MAX.FROM PIN GUIDE 29 w REFE ENCE ANCHOR .ywi BUSHINGWASHERWASHER ITYP.) - G SCHED LE FORMSPAMAXX uN 367 TWO 1/4'0 WOOD 250. 4 LAG SCREWS 24 4 CDNNECRON TYPE ,250 0 0.[.MAX.WIT�2'^ REFER THREADED PENETRATION ENCE ANCHOR NO SLHEDUIE FOR MAX.SPACING < T'INTO CENTER OF 2X STUDS / EMB.'T' 14 SHE MIDSPAN BETWEEN S @ TUDS FOR TRACK T01"x 4' `EXISTING MOST STRUCTURE �+ PLYWOOD L TUBE CONNECTION STUCCO FINIS T' 4•x.1 55 603-T6 A�UM.TUBE `\ THIS DETAIL TO BE USED WHEN STUD SPACING N DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL gig d d E%LEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE•V.T-0" SCALE.3'.V-0" �y Ng I�' $ OWALL MOUNT SECTION THIS DETAIL MAY SCALE,3'.1'-0' ALSO BE USED O AT TOP $m< ACCORDION SHUTTER m W 3 3 PER Pp000GEAPPROYAL f —GLASS dy' = o SEP GLASS� OR DOOR 3 N P TASLEII © = EXISTING WOOD(G.0,421 R APPLIC'ABIE ATTOP 2 N I TRUSS OR RAFTER AND OR BOTTOM % isp Q (p1 24"MAX.O.C. - - 2: N EXISTING FINISH MATERIAL r 1/4-MAX,FROH PIN GUIDE 2-x$-x VB"6063-T6 I w q 4R s 2'x7'xS{'xCONTiN000500. - 2.175' (Q� TO BUSHING WASHER ITYP.) ALUM.ANGLE W/THREE �I W OILS '�P L' 2`x2•x `x CONTINUOUS 1/6'TILE ITYPA 114'0 WOOD LAG S- '•�� K nawF011SH MATERIAL SCREWS WITH 2-3/4' M 6061"T6 ALUMINUM ANGLE 3/4'PLYWOOD MINIMUM THREADED 8 if 897 _ PENETR.-T"IN WOOD @ 5 6 { Oyjpp 0.9'CIVIL THICK 6061- AWM TRACK Fir_114"O A32S GRADE THRU BDLT @ 7'O.C. EACH RAFTER OF TRUSS. S!& {a�P ANGLE FASTENED TO FASTENED TO ANGLE WIM 1/4-20 S OR 5/16'0 A32S GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX WHERE AA1 i 9 EXISTING 3 KSI CONCRETE MA[HOIE SCREWS AT 3'FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND AA MOSTSTRUMME WITH AND 9"O.C.FOR7HE BALANCE LAST TRUSS MORE THAN A 1/4-0 ELCO ULTRACON TO CONCRETE/CMU •! WOELCO UlTiU1W"I AT 6',EXTEND ANGLE TO w i 3'FROM ENDS AND 4'O.C. EXISTING CONCRETE MOST S.O.C.0 LAO MIN.EMB. W w 2-]/2'MIN NEXT TRUSS.' eee Q STRUCNRE(3000 PSI MIN) OR 1/4'0 LA0 WOOD S @ 9',T W/1-7/0' 1.w o W y1 1 x i FOR BALANCE WITH 1�' a MIN.EMB.IN WOOD SG.0.42.TO 0.55. I-In 0 MIN EMBEDMENT ANo 11'y' MAX.DESIGN LOAD AT 5.0'""SPAN: EXISTING CONCRETE, L�= k MIN EWE DISTANCE, *62 P'S'F. w� m HOLLOW BLOCK OR %w =F OMWOVIIANSLQNRLOFE STAGGERED YRTH 3'MIN. MAX.OESICsN LOA_AT B-0'MAx SPAN: WOOD FRAMING.SEE 2'x 5'x 1/8'CONT. _� a 15-2339 SPACING.NP. f 52 P,S.F. ANCHOR SCHED. ALUM.ANGLE 16063-T61 _ FID BUILD MOUNT BASED ON TYPE STRUCTURE O M race oesau g SCALE.NTS IMAX.DESIGN LOAD•72 PS.F.) F Hb PASS THRU DETAIL TRUSS MOUNT SECTION E9 SCALE 13"-l'-O' O SCALE,3'.1'-0' 2; EXISTING HOST ALT.LEG DIRECHION RS WITH 718'FUN 12•MLN FROM EDGE OF ACCOROTON STRUCTURE EMg D N CANCRETC OR HOLLOW'ALL POINTS SOLID SET OBLOCK,3-MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 1/2' SPACING,AND r MINIMUM EDGE DISTANCE ? (�Q TOP O0.BOTTOM •"' A55EMBLY (2)6063-T6 ALUMINUM ANGLES PER BM END,SIZE j �, + 1/2• PER SPAN TUBE SCHEDULE EMBED. — SPAN TUBE PER *1 A *s ACCESS HOLE DESIGN SCHEDULE Q EDGE OF ACCORDION i _ 1!4.20 MACHINE BOLT WJNUT W 9Q,� 3.S MN SHUTTER BLADES $a 12.O.0 OR 714 X 3/4'SMS 6.O.C. ���g,^'/CC •„ (L�`j nPICAL ^b f/2.6NX. q i T� 3"MIN 3 6 Ul Q l7 2.`75'0 HOLE(TO RECEIVE 0I5 MILE MBLY) pp iR c,m w B ROMMMUM 0 3WINDOW WINDOWS EXISTING 4 SE ARA 3 g g j 6 PER EVEICY OTHER BLADE GLASS DOOR 1 LIGHT-N-VIEW WINDOW � qC� Eoce r1/2'MAX p[ $ N.LS. EXTERIOR`LEY EDGE B O ddddOffff m 3 1/4' AX. ROM PIN BUIDE �I BUSHIND WASMEfl T P. �Waq ACCESS U4-20 MACHINE BOLT W/NUT 0 HOLE it O.0 OR 714 X 3/4.5M56.O.r w 2.875'0 HOLE N `SPAN TUBE PER W' 0 1 RECENE ROUND EMBED. DESIGN SCHEDULE WI NOOW ASSEMBLY i (2)6063-T6 6 ALUMINUM ANPER fly H' q A�M1,IAAXII GLESLES PEPER BEAM END,312E 5 e g EXISTING 1 3� PER SPAN TUBE SCHEDULE HOST 5QtEDUULEE FORLRREEQUIRED N NUMBERS Z STRUCTURE 1/ ppji EMBED IN ODNGRE7E OR HOLLLOYIOEL�OCK 3 MINIMUM ED ���---0 13S SPACING,AND 3-MINIMUM EDGE DIS7AIiCE O oxv 0.032' MAX.DESIGN LOAD=3 72 PSF ` os96 •� "I 3 SPAN TUBE SECTION ;SSSS 1 VERTSECTION 8 n \ sPAx7uUESCHEDULE ' \\ ALLOW" TUBE NUMBER OF ANOWBR%SPp& MINIMUMANOLE • ROUND TUBE SHVTTER SPAN THRUBOLTS ANGLE IENOTN WINDOW BOB 8Pµ TOP 00TTON TOP- BOTTOMTOP_ 80TK1U -TOP 00TTOU L' S jj yq 4 ASSEMBLY TUBE TIME TUBE TUBE TUBI TUBE TUBE TUBE a A� _ ...........__._. AA0 2/ _......._ZZ..._ 2_. i 4• P t �R pp qp $At b w a6• .181_r 2 _.._.._.._.._ i ..._._,_t...,...__T.._ 'y it60.•��� tzi• ea.P' "X ax z z i.. a r r ...........- CP 1140 '".T 2 Y 2 i 0.12V a6' 114.8''.13�.P..2_....._...._........_..-' .,. -....__'.... r q \ T+B'Y ta' - t9aP +DBP 2 - 2 i i _r r dd D2.975' y3�xso' fTO.iae• I at2Y - _..?1r tssr x x a 4 T'_ ?o•.... 1 ' 72Y t754' Iv..w 2 3 4 6 IP ._1Y ga \ nin 04' 1se.t• NOP 2 2 9 4 _r 1P �� n LIGHT-N-VIEW WINDOW \ / 1/QP 21P.P O 4 a 1P ^1a OPPIBRUNL6IWJXOPE \ / MIMM 12T tB2r 201,1• i a a 7 iT iP G N,T.S. SAOIC PULSTICS SLY1431T--UL-94118 / BPAN TUBE SCHEDULE NOTES: ANGLES FOR r.S'&2•z6'BMS. 15-2339 2. USE 2°XS'Xl 4'ANGLES FOR YXB'&7X10'DEAMS. cuLX+ 3. USB BEAM TI EOULE FOR DETAR 3/8. 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO RIP BEAM SPANS. S SPAN TUBES MAY BE USED IN A MID•SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W ROUND WINDOW BELOW THE OEM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMRARONS(INCWDNG--NS 8 N.T.S. EXTERIOR ELEV ABOVE ASffD BELOWS THE OERMLAP S�,WITH THE SHUTTER SPANTAKEN AS THE SUM OF7NE SPANS O 7. ALLB MS AND AANNGIES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE:CONCRETE .a", q,;E• 4� 29 MIN EDGE DISTANCE Sm"UP llw^ ;•tl4� �y' >L� OONN TYPE! 1 CONN TYPE OOXM TYPE sN ANOWR (�_Cl. CS'' p q.i OCS C1.al r,c0' p.:iG'6• Cf I C3 CJ G M I/1'1TW TAPCON OR[100- -4J IQF 16.0".15.0"16.0"1400 I6.Pi1dP 9.00..13:9'10.0"140'9.5^ SS' 8.5-11.5" • . ORT. WITH 1_W " St.1dP 16.0'lOd•14.5.LCR:16_0'12-W 7Ar:10:S116,V15.0-17.5-14S-' 7.5•10.V .Q� �F EHBED(3t92911 NIN CONC) 6i 16.0"16.0•B.5't2.57 16.0'16,0'•9.5" 5.5_0.5'IS:P ISO-7.5' 4.S 7.5•10.5• 'Y 7D 16;0•LU.O'l.0"St.O'I6.P8.01 5.0• 7.5•11.5 ISP 7.S 4,S 7S 10.5" T/ B COMBINATION _ ]OD 15.0•:75 4.S 7.5'LO.S 15.0"7_5 i.5' 7.3'10.5.15.0°7.5' 45 7.S 10.V 2*S T 9/�0 COMBINATION ry//y �• �g� 1/9•MIIIENiUM WLLFAST 43 140"16.0"ISO'16.00 16A'/Q0"16.0`9.0'U.5'I6A'340°8.5" S.S. 9A"SIS' O ///I •,r�{(3 WITH 1-3/4•EMBED(J77SO 53 I&W 1400 II.P ISP 16A-16.0.13.0- 7.00 10.5"16.0-133'7A' 43' 7.S' 9_S °cl 'L' 3 NB/CONUETE) 62 ISA"15.00 BS"IYP 16.0'1400 O5 5.5• 9A•II3.S 133.7.00 9.S' 7.S 95 _ IN R-� < V'a 70 10.0'n o 7.0"II.P I6.P ICW 7.0• 4.5" Sr I05 133'7A"4,5' 73" 93' 100 lY5•7.00 4.5' 75 95.13.5'].0` 45 7.S^ 9.5'13.5•7.0' 4.5' 7.5' 91• H m w 114•ELCO CRETER.E%551 dl ldP 36.0-�I6.P 140"i6_�0'IQ0-16.0'1]_S'l6_.v I6A`16A"135'8.0•I}0-]6.00 W/2'EHIR:D(3250009 NIN 57 l0.P 16.Pj16.P ULD"140"Ifi0-160'!0_0'135 16.0-16.0.10._0"B.5•ILP 11.0- co,T 62 I&D 16.0•'32.5 16.00 SBA`16.0'_17;5',8.0•t7.0"16.0"16.0`140'B.S 11.0'39.0` 0 3 70 1GP 16:0'10_5 16.0-16.0_16_0-.10.5'7.0-11.5"15.7 1Q0^10_00 6.S 11.0'14_0- IOD 16.00 1D.P BS'II.P 1400 16.0'10.0.6.S ILP I4.P ILP 70.00 6.5•13.0.11.00 ipQ 1'HIN EO_G9 DISTANCE NOTE.•S"INDICATES ANCHOR SCHEDULE SPACING. ..p.C9..•C5 CS C2 h 61 C5�'Cl CI._Q•...CI•CS. < IN'ITW TAPCON OR UOD 93 161E 140'LS H.P IIP 16A-14F 5.0" 5.5•16.0,16.0.19.0" 3.0" 4.0'19.00 SPACING DIAGRAM FOR C2 &C4 CONNECTION TYPE: -C2 CONNECTION TYPE USING PIECE WITH OUTSIDE ULTRA[ON WIfH(d/P 53 T160,l(,V400 3 6S•1400 1600 12.0" ' 4S•L4P 14,S-7.5" 10.00 319 9MIN CON , ANCHORSOTNLIY4( t0- q 42 55"Or SS^i6.P 16A•9.0• �/4.0-ia,,^14,5 7.5" 10.00 OUTSIDE ARCH RS ONLYINO PIECE®WITH 70 3"•�0'i 4.0'IR.O.15.0.7.5• / ILP 14.5'].5• •;:'>i 10.9• O�0D' s'y//////l/QJ Io:c i:-FVis10.W 14.57s' 19.D - - U1`MILlEN1UMWWAST ,43 .0"E34.0't 1]131 16.0'16;0"170•6.5' 9.5"1QO"II.0'].0' 4.0^ 65"10.5' WBWUM 1.3/{'EMBED(]175ptl 516.0•0.0.11. 36.00 P.9.0" 5.07.5"10.0"]O.S S.S• SS" 7.5AryCHOR NOTES: 4.y........_.._._..__11...... 1_111. _ -1 C 8E /... 9.00 tb0'17.5 •7.04.0-63"1fA^^10.5.5.5• 5.5'i.5' 1. SPANS AND.LOADS SHOWN HERE ARE FORDETERWNING ANCHOR SPACING..._... __..____1111.__1111..1111_._ _... __ _ _1111..;5 5.5' 80';_IRO'113'S;6'„ .5.6' 0.5^10.5.5,5^ 53" 7.S• -- ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADSRUSTBE.5` SS" 75 10.00 5.5" Ss 73.10.5.5.S 5.5`I.S UNITED TO 71105E SHOWN IN TABLE I(PO 11, �O • i 1/1'A14POIMTS SOU65ET 1.1/PMIN EOGEINSTANCEi,J Pi ANCHORIN/7/PENBEoe d C7 L7 U CS Cl C3 p U p Cl p p d CS 2• ENTER ANCHOR SCHEDULE BASED ON TME E)05TiNG 5TitUCTURE MA7ERU{4 �m ANCHOR TYRE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR 1/43055 NAOONE SCREW 93 16.0_'16M B.5'd4.lr IQP 16.0011.0'S5 ].Y l6_C ILS 6.S YO' S.0'10.0' EOUAL TO MEOATSVE DESIGN LAAO ON SHUTTER AND SEIECFBPAN GREATER JOOD NIN[ON _---1111._11_1___,1 _ 7H/Ul( 009 C) 57 SQO"15.0'6.5' 16.00 16.0'B.5' 9.0' 6.0't3.5'10.0016_6'• 4.0• 7A' 00.E UALTOSHUTTER SPAN. ____._.. 11_ _11ILP 5.00 16.0'13.5 6.5" 7.5' SP IO.P 10.00!5.04.07. MOUNNjG SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE__. ._.___.._ _1111_ 7 SEE 16.009_D' 4.5• IQP 10.5'SS_J.0'i.0' B.P 10.00:5.F 9.0• 7A'1..0-SP 7,00 140-5.0' 4.0' 7.00 10.00?S.P 9.0- 1.7 4. FISTING STRUCTURE MAY BE CONCRETE ASTM G90 HOLO D CONCRETE _ ]•NIN.EDGE-DISTANCE ' BLOCK OR WOOD FRAMING.REFERENCE/G(CHOR SCHEDULE FOR PROPER lN•HOR Wl NTS SMBED 6L ANCHORT'O'U ASEDONTYPEOFE%ISTINGSTRIICNRCAN OAT'IN eTE PNCM05 W/7/00 EMBED a 6 p q'LT4 R Cl -p C) GI CS C3:.CI C] G [5 CONNECTION�^&SEE CONNECUON DETAILS FOR IDENRFICARON OF O 44-2055 HACMiHF SCREW 13 16.0'I6.P 16.PE140.140'16.00 16.0-11.51 16.0.16.0'16.Or mc,7.0•LLP 16.0- CONNECTION I,rt. (SOOOP51 WNODNq 57 10.0^tI6.0 13.5'1Q0.16.0'16.0" 119'16_0016.00 8.S 5:5' 9.5.IL S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON{RACKED CONCRETE 63 16.0']6.0.10.5`:16.00 16.00 iI 11.0'7.0'SI.F/6.00 16.00 0.5" 5.5• 9.5_U.S. ONLY. 6 IrEQ A 36.0^15.00 9A•114.00 I6.P 16.00 9.0' 40'110.0-113.0-16.00 B.5" 5.5• 9.5"11.00 R 100 3QP1 B.5" SS•19.5 12.00 lfiP B.S' S.S 9.00 1Y0'140'8.5" 5.5' 93"11.00 4 IN EACCORDANCE WRH MANUFAILTI RRS�CRGMMf 1DATIOK'r'• MBEOME TEO a; U4'POWERS 55 DROP.W 2•S/e'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OROTHER 8 .................._.........._ ...._.... ............_ FINISHES. 'S$ W/1/4-20 Ci C2 p i U I-CS CI C7 p U CS CI C2 p G CS S^ y 1'EHBED(iWOP9 MIH 93 10.0"16.0014.0-`iQ0.1400 i6.P 14.00 B.0"12.5"IQP 19.00].5" SP 8.0.1115 7. WHERE E%lSTING SiRUCNREIS WOOD FRAMING GOD FRAMING CONDITIONS �Hq S3 15.0'16.0"9.5•16.0'�34041fi.0'9.5. 6.0"10.0_' VARY.FIELD VERIFY THAT FASTENERS ARE IN701(DE�DATE WOOD FRAMING 33 f) 62 iG0"IT. 7.S W. I6.P 14.5"7.5" S.P 0.5°11.5"11.5",60• 4.0• 7.00 400 MEMBERS NOTPLYW000.FASTENING TO PLYW00015 ACCEPTABLE ONLY FOR y •q0-'-+ IT.00 45•105 16.00 13A"6.0" 4.0" 7.5` 9.0"11.5'6.0"4_0" 7.0' 8.00 SIDE CL06uURE PIECES. 9���q d 100 ILS 60" 4.0• 7.0• tl.P 11.5.6.0" 4.0" 7.1 B.0"II--16.0" 4.0" 7.0• 8.0• S. WHERC LAG SCREWS FASTEN TO NARROW FACE OF SND FRAMING FASTENER t1 C 0 3.1/3-MIN EOOE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2•E 4•(MIN.)WOOD S1TU0.3/4• 3� I/4'POWERS 55 DROPIN -_... 1111 .. 1111. -671-62 ._..............._ __.__. _........................____ EDGE DISTANCE I5 ACCEI'fAeLE FOR WOOD FRAINNG.LAG SCREWS SMALL IF9� n W/1/4.20 55 BOI.7AND C1 C2 p U c5 Cl p. O3 G C5 tt C2 C3 f U CS tNVE Pf1IUUPS PAN HEAD OR HEX HEAD. 1•FNDED(3000M"IN L43 16.00 3400 ISA'1400 1600 16A^14.5 9.00 13.5"1G.P 15.0'7.S" 5.0'• 9A•12.0,.. 1111_..._........_...__._.._...._........_._....�..__.............__._.............._...._...................._..._......... 9. MACHINE SCREWS SMALL HAVE MINIMUM OF 1!2 ENTGAGF ONT OFT WARINV I", 7 I6P 1600105 ISP 16.0-16.00'10.00 6.5"10.5"36.D'/2.00 6.0" 4.00 7.5' B.5• ME ANCHOPM AYMAVEEITHER A PAN IfEAD11_... .......... 1111. ..._.._. ........ _ _2_1L9.0_&0'12,5;16.0"15.0_0__,A.G;' 9.0"U.0"13_7.6_U"4;0'17.5' B.5' HEAD(SIDEWALK BOLT)•U,O.N. 0 1600 SO.S).0 1L0-36.0't_3_5"6.5" 53' eA_' 9.5^11.0"6.0" 40"17.5• e.S•- - ® OESIGNAlES ANCHOR CONDI710N5 WHICH ARE HOT ACCEPTABLE lISFS.N 12.00 6.0" 4.0• 7.S BS•12.0•8.0" 4.0• ).5' B.Y 12.0"GP�4.0'17.5• •8.5' 3•MIN EDGE DISTANCE • DESIGNATES ANCHORS WIN ARE REMOVABLE BY REMOVING MACHINE SCREW, SIN ��• 4125MS W/3'EYEWALL CI CE CJ U p Cl C2 p U CS CI U C3 G CS NUT OR WASHER WINGNUT. t6PIW9IHWNL6BOMa107E ABHOR INSERT W/2-mum 93 140'Ifi.F 11.514.0'160016.0016;F.7.5'10.0016.0'I6.P 9.0^ 4.51 6.S 13.S IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (30 0 0 9 9 WNCONq 53 16.0"15:0-_&S il.0"16_00 16.0'.111.5 ..F B.Y 16_0'19_0"7A'.__3.S 55 30,O- 15-2339 61 ib-0"350°7.0' AS'16A"16 0-9 0 <5 65 14_0 14 01 10' 9 5 5 5 10.00 R. WHEN ANCHORING TO HOLLOW BL SGS DANS SHOULD NOT BE USED TO uuu DRILL INTO MOLLOV10lOCK NOR S/10 LD IMPACTDMl3 BE USED TO INSTALL oESCIXm 70 10.IY ILO"400 0.P 160-L4.5-(75" 40 600 10_5 140'70' 75 SS 10_0'. CONCRETE HOLLOW'IO MOLIIW7BLOCK 100 11.00 7.00 35 55 1000 LAP 70" JS SS 1400(i0'70',3S SS_10.00' /125X5 W/7175 tYE1VALL 43 16.0,1fiP 16.0016.00 16.00 1&0"mo"10.0"14.00 160'16.0"11.5 6.0` 93.1610- ARMOR INSERT W/2.S 53 L6.P 140•ILP I6.P 140•��I�QP���,1�5�.007.5•ILLI 140.1d0'9.0- 5.0• O.P 110- �9 e ENE FD(7006009 CORq 62 1400 I6.P 9.5'f73'16.00 IQO•I11.5°6.5" 9.5'IQO•LGF 9.0• 5A' 6.0'U.0- �.._ ._..-_..__ __1_1_11._........._..._.._._ ._- co) ' 70 16.0'16.0-QO"IS.S'IQP 16,0��93" 5.5" S.S 14.0°SQO'9.0- SP QP 13.00 100 140,9.0' SA" eA"1].00 IS 9.0" S.P 8A•I3.P I60'9.00 5.0" 0.0-13.00 EEMEMMM ma .. �MM uAR3RMM dddl� ddOOdO©O0©mD©m© KIN Mm mE////// /NEN EM win %/ "EVE/ r// ik !!6 ■ r .- ■ddd - // - dd /yy�� drz7C�fdddd0 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK m r HIM EDGE DISTANCE �; ,.:d••c. �� $aron UDTo 6'0"�- Sonna UO TO B•3'�- �LOiro UOTo 17'-0' 7 . ANCHORWA COmralm CONN7 CONN TYPE v C2 Cl C4 Cs a Cl 0 1 C4 Cs u tl l o a cs 0.465 S P12 sM5 w(r EYEWALL 43 11w 16.0• 75" 9.0"16.0'mr&5" IS MFG. "&5" 4.r {.01 7.01 6 ARMOR INSERTW/1-3/41 `$I 0'10.5 S.0'l.0"10.a lL01 0.0' 15• .7.0" ].5" l.5 S.0' * / EMBED i'1 09A• 4.s" 7.D^ 3.5` 75'IDL7.5' 15• ].0'i 3.5• 75'100 .01 ]S" 6.0" ).0• J.5' 7.01 15 3.5 5'A' %' • _����: ANCHOR SCHEDULE:WOOD(G=0.55) "Ni 3/4•MIN EDGE DISTAHCE ( lQ 62 €y= SD1m UD TD 6101 221m DRTOR'-a._.._. sham UD To 12'•0• ui W 3 AN[I10R ( CONN93 LOW 7Y1'E INNTYPE CONN TYPE Z fim B Cl 0 NTN CS U I C2 0 CI cs Cl C2'C3 C4 CS W N9 � p 1/4•IAG SCREW W1N11-J/4' e3 iG.01 1&0"1L5"125•IG.r EQO°IQO'7,5 &0"16;0"16.0"11.5 9.5 6.0"16.01 T� J E HtM THREAD PENETRATION 5] 16.0"140'6.5"10A•H"A 10.01 16.01 6.1- 7.0^16.0•L0.0.113'V.0' S.0'16.07, Nd 61 16.0.10.0'7.0• E.5.16.0"t&01 NS 5.0' 6.0"16,0'16;01 11.5 9_01 QO'16_0' DWj, ...._...._ "a G TO 16.01 10.01 6.0^ 7.5 16.0.16,0'ILS'4.01 0.5^16.0"16.0•11.5`4.9' S.0"16.0" ` 100 i6.01 IIS 4.0^'5.0,'16.0'16.0'UT 1.0• 5.0"1&0'16.D-115.4.0• 5.0"]EO' 7(16'W0l1DBU9NNGWAN 13 10.0'BA• 8.0'16.0.39.5'BS' /.5^+4.S' 7.r 8.5' 4.S i IS 1,0- LLT•MI INESCRG 1-IO __......-____......Ron - l...._..--A' ]S' 7.0' ].5" 1.0• 5.0• , SS MACIONE SCREWr4 ,_6Z,I4.01 8.0^ IS" S.r 14.5 9,01 1.5 ].0• 7,0^ 3s' 4.01 S.70 1.0" 6.0^ 1S' is i wS 7,5' JU E. 7.0• 15• 4.0' 5A100 7.0' ].5" 4.0" 5.0' 7.0• ]S• 7.0'13.S 9.0' b_0• •• SCREW%0 H 1.3/4 MIN 3 01 " 4 " 1 16. lcw lL5 1.5 16.0'16,0"10.0°B.0"Ia0.16.0.16.4,11.5'5.01 7.0"16,0' ,g p SCREW W[M 1-3/4'MIN 5] 16.0.10.0'9,01 L1.5"10.0.10.0'!15.C'6.0 9.0".10.0"16,0"9.5• 4.0' 5.5"........... J4Wim$ d 1HAFA0 PENETM7ION 61 16.0'10.0' IO.P 1bC'11;5 ANIT,7A" GIE 16.0.9_5_0_C 5�,5 70 I6.0"16.0• LS" 1i.6'36.0"9.5' �A• 5.5" SN ANCHOR SCHEDULE:WOODS(G=10.42)40^ ss 17.o•3QD•9s 4.0• s.r u.a• �+Q2p __--- 34'MIN EDGE OIOTANCE Soem UVTo a'•lY.. SDam UD T.Rrr 30nm 1107012.0• LOAD ��r��\•. � r�CGfff ANCHOR ( CORN TYPE Cowl PE CONN 7TPp pm CI C2 tl C4 CS Cl C2 0 CA CS Cl C2-J C7 C4 CS p 1/4-LAG-lCREW WRHIW4' 47 16.0.16.0"9.0.10.0"16,0'16.0"16.0-S.5 7.0"18.0"IQ0'9.5" ].5" 4.5 15.0• a MINTHREAD MITIRATIOt1 ...._........_..................................................... ..........._........._,...._._'......._..._........""... 53 1Q0"160"65I6.0'It.S'4.S 5.5.16:0^15.0°7.5'"3.0" 4,0'11.0• --• 111T' 63„16.d!16;0` ,.16;0`100`9S' 7S' S.0^15.0"15.0`7.5" 7.0" 4.0'I34' u 'nl 36A'ff., 9.5" 6A"ii., 10.01 0.0• 3.0-14.. 11.5.15.0^7S' 3.0^ 1.0.13.0" t06.350;•75_1.0" a.01 IRV 15.0.7s• 3.0" 4.0.11.0.13.0^7s• 3.0^ /.0•11,0' '+ s175ns oR a1 vrmD ei i5.v'iQw e`s-las 16.0.1QD•12s!ss za•16.01 q_D•a5 s•_s.o•w.5 FSCREW WITH 1.3/01 MN S] 16A'10.01 6,S• B.0"16A•1R0"&5• 4.01 SS'16.0-ID.s•5.5 33• 4.01 7.7.5 THREAD PFNETMTION 62 16.0'11.5'QO' 7.0'16.01 110"6,S' ].5'S,0''los 10.5"S.S. 2.51 4A^ 73" 70 10.01 93"4.5'_6.0'16.01 1L0^55^ 3.0- 4.01 0.0"10.5 S.B• 7.5^ 4A" 7.5 100 IO.s s.5'3.5^ 44' )S•10.5 S.S 3.5 {.0• %.5'10.5 S.S• 2.5 4.0' ].5' a L S, �� ANCHOR SCHEDULE:GROUT-FILLED CONCRETE BLOCK QR-q e@iy€6e _____.._..._......„_....... 4•MIN EDGE DISTANCE M p¢R 0� ....................._.......................................................- 1 LOAD s6ana DDna•-o' s4ana uora e':i• soam UDvO nw" ����� i o PS CONNTYPL' CONN TTNB CONHTRE CI CANCHOR I2 CI C4 C5 Cl,.. 0 0 1 CI C3 Cl O 0 G 0 5/I6.11W TARVNxi W/ 43 10.0'16.D'16.0'16.0"16.0"10.0.16.0"15.0"16.0"116.0'116.W IS.O•9.0.11.0'1Q01 fi�y 2-I/1p•,H1M.I7C9ED 53 IG.7 30.0'16.0'16.0.16.0'14.01 1Q01 11A'!16.6"16.0'10.01 1].01 73.12_0"7Q0' yypp i 62 16.0'1a01 N.0"16.0`IQO"IG.O'15.0"9.0•14.0"]6.0'16.0'11.0•7.5.12_0'I6.0' Y C YY•.9 '¢ 70 14.01 34.02 II,S°IQO'16.0'14.01 12.5^fl.01 11.5"16.0.16.0'37.Q"7S'13.01 16_0" __ 100 14.01 17.01 7.5° 1L0°16.0.16.0.32.0°75'1i.0"16AY 16.01 18.0` I�tl gCiS 22-16"Elm EMSED ON W( 43 36.0.16.0.103.14.0.16.0'16.0"_10.5 65' 9.5^16.0.11.01 55 8.5 9A' 2.1/4•M1M.EM0ED 11.0°16A-14.01 7.5` 7.5.3J.5'9_0" 6.5' aDnvAUTrxOlatN 1. 6A" 9.0"1fi.0'11.0'3.5° _6.S` 9.0" 9.0^ Q5^ 15-2339 g k 70 15.0"B.0• 5.0' 6.0"15.5'9.5' 5.5" 1.0• 9.0' 6.5" f00.9 F®R "Ki 63• 9A' S.5" 6S",9.0'_G�l �/ 6.5' ee9tt&sssl� 2-MIN EDGE DiSfaNCE������ ^ CI 0 tl u Wr74' Cl tl C4 CS C1 Cl tl U CS 112 SMS W/r EYEWALL I3 16.0'16.0"9S 11.5" 0'0.01 9.0"16.0^14.5]S' ].5• 5.5.11.5 �' ARMOR INSERT W/1•ENBED 53 16.0^16.0°7.0" 9.0' 1.3^ 6.5 16A°1LS QO• ].0' 4S• 0,5 _63 10.01 3J.0'Ss" l.5. • ].5 - ,5• _.... 9FOR ANCH RO SNOTES.N 3.0 4 100 11.5 6.0• ]A' 4.5^ 01 3.0• 4S^ 9.5•11.5'6A' ].01 4.S• 8.5'