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HomeMy WebLinkAboutProduct Approval 71312018 Florida Building Code Online .1,:•-*,,,74:fg-tt'iolrtNISI t4t*tt ;',‘ _i,.4.:.ft«,1:2, - .?,:ft" Itttigtiffel:SVOtttif4itiMtgegtitbliftildti C'‘" *tql !":7`P4r441 _ oPOI BCIS Home I Log In I User Registration I HotTopics I Submit Surcharge I Stats&Facts I Publications I Contact Us I KIS Site Map Links I Search I . oida • P:67). Product Approval 41": 11", USER:Public User 2mSgotSonstgaMgm>Product or Application Search>Application list>Application Detail %,V4N3Yit::?.7,:sinn # FL13757-R6• RECE/vED Application Type Revision Code Version 2017 OCT 0 Application Status Approved Perin/thug LUcie(744rtn1ent -aunty Comments • Archived 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 Thompi47--.1qhnsten 44(. "3CIP Address/Phone/Email 400 weifMcNab Rd. Ft.Lauderdale,FL 3330 (954)970-9999 tomi@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer B Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. 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. li!Ai Validation Checklist-Hardcopy Received [1. Certificate of Independence FL13757 R6 COI Indenlock FL13757 R6 CO! Inclep2af FL13757 R6 COI Indeglosil 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 https://flaridabuilding.orglpr/pr app dtLaspx?pararn=wGEVXQwtDqvgk7yHMumbniRcEiVwSIVIE9kgdupliirWisKqqkMAsTEIN9NY03d%3d 1/2 • 1 7/312018 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect F1.13757 R6 Equiv Et jvl.ndf F1.13757 'R6 Equiv EDuiv2.Ddf F 37 16 _•u'v _• 'v3.!cif Sections from the Code `i Product Approval Method Method 1 Option D ' Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 , Date Approved 10/10/2017 ., Summary of Products FL.# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl,odf ' Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes , Design Pressure:N/A Evaluation Reports N Other:See Installation drawings for allowable span/pressure FL13757 R6 AE Evall.pd� 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 �1 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.pdf 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 span/pressure FL13_57 R6 AE Eval2.r�d 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 R6 II Dwg3.psif Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128: Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.p anchorage,etc. Created by Independent Third Party:Yes I- Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EED employer.cgpvrioht 2007-2013 State of Florida.::Privacy Statement::Accesslbll'ty Statement::Refund Statement Under Florida law,email addresses are public records.U you do not want your e-mail address released In response to a publlc-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 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 email: 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.lb determine if you are a licensee under Chapter 455,F S.,pleaseclick hag, Product Approval Accepts: . t �+� C l� 'ScutaitR'mErik 1C. httpsi/floridabuiiding.orglpr]pr app_dU.aspx7param=wGEVXQwtDgvgk7yHMuovbmRcEiVw5ME9kgduPjgrWwKggkMAsTBN9A%3d%3d 2/2 • -_ 6.8 STREAMLINE HU ERR �� >:1:L13 FOR USE WITHIN AND OUTSIDE THE HVHZ ...'‘e.• ` . GENERAL NOTES: _.. No PE* -;.'3, .. • 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING :A•? 6545 _ CODE'SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE -•O: - ZONE,AND THE RJTERNATIONAL BUILDING CODE.(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNUNITED WIDTH (1)i .0iii,ry (IRC)).THIS SYSTEM MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN �p SiA1EOF S 'ASTM ESS9S-O5.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. e..SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL SE ''.' •:<<OR:DP,•_• M Elm = D.^TtRMINST)PZ SEPA.r.ATE ENGINEERING IN ACCORDANCE WITH NE GOVERNING CODE.PRESSURE »- --� �R EMEN AS DETERMINED IN ACCORDANCE WITH ASCE 7.10 AND CHAPTER 1659 OF THEFLORIDABUILDINGCODESHALLBELESSTHANOR UALTOTHEPOSITIVEORNEGATIVEDESIGN EQHEREIN FOR Y 3. TESTING W PC�UCTED IN AS CCORDANCE WITH TA 2 1/202 203 ANDWASTM E18B6 E1996 E330. •//4. DESIGN PRESSURES NOTED FIEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DINDEU�Y A 1.5 SAFETY FACTOR. 60 5. THIS SYM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND I � NZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL li ig P VICRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 1. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHESE PRODUCTS.WIND za R. it(�' o U3 LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 1 l l Q 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN WADS TO USE WHEN REFERENCING THESE • �i N DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.65 R SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMI I I tU FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ^ "' t e61G15-23'OF THE FLORIDA ADMINISTRATIVE CODE. ;, '1 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE % ' t 'CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM I ' ' ' -, 'a RITHE STRUCTURAL SUBSTRATES DETAILED HEREIN.11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �. • M.DOCUMENTS. HURRICANE PROTECTION -e 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOH SEALED BFFICIAL Y A 110E U ED ENGINEEIIER R REGI DST REt MARCHITECTWHICTS BE H DET LANDUSiIFYED T HETRACKDEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVALLOCKING MECHAMEN SEE 1I. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUMTYPICAL PLAN VIEWSINFORMATION: g •TOWN B COUNTRY INDUSTRIES • FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996 B:E3300 SHUTTER ELEVATION FLORIDA PRODUCT APPRO AL NUMBER TABLE 2: N.T.S. ExrERIORELEV • 54S n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U,O,N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. AU.BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS t` 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. 1 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON•FiVHZ ESSENTIAL ° '� HVHZ FACILITIES s �� It BOX LOCK AT CENTER OR SIDE CLOSURE. i 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. • 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS,USE REM VABIE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS $ �¢ I 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10'. SPAN >�¢� 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. S 30'ABOVE >30'ABOVE S 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE Laid Ill,q 22. SHUTTERMAY BE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK. 72• 2-114' 1-6/8' 238' 1-018' 1 23, SEALANT SHALL BE USED ON ANCHORS OR ACKS WHEREVER WATER SEEPAGE IS POSSIBLE. K, 3,12' 1-78' SSB' 1-78' � TABLE 1: TRTABLE I NOTES: 120" 4.118' 2' 4-114' 2' I. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-78' 2' 6' 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: RRR 10 41 SPAN SCHEDULE .I. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. iPWRlth: AT EACH RESPECTIVE SHUTTER SPAN. 2, NOIWHVIi�:DEFINED AS AU.LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2, UNEAR INTERPOLATION BETWEEN SHUTTER FL'OT IDA. •:15-2339 EMU I iratSPANS IS NOT PERMITTED.FOR SPANS '9. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND DESIGN DESIGNUR BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF T..E HVHZ,PROVIDED THAT SHUTTER HAS A wpm, . • I- BRAN PRESSURE PRESSUREE DESIGN PRESSURES FOR THE NEXT HIGHER ZONES SPAN OF AT LEAST.39', . ' �Fl MID SPANSHALL BE USED. 4. INSTALLATIONS- IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 3D•SHALL - B 72'�� ' 100 100 HAVES-7 8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1.5/8'WHEN a 30' ABOVE GRADE. • CB70 70 5, UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 11 ,. I20" INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. ED 536. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED W,ACCORDANCE WITH ASTM • 144' 43 40 E1996-09. Eli • • u - - .. w. ... t9W1N - - - - `,`��-�� ` _iii•r vi P.E. ---.. - PROSECTION VARIES • 1 2.074' -T-' 4.874"MAX. 4Q•p:• '.r•✓"..•, '!,- r' }0.115' ,- :*• Nope • r1 • 7 II o 0 0.080• sas 1 - T -o.1z5• o.06z• o.aso• 6 _ o9s O_ O S -1,708"-'{-0,100• f--1-B]D" i 0.06x• ti =,'LI' * n 1.706' 0.100• '•I I �--;I-� 1-r O.OBO" ____Iso 'Q.. •* 4N _ r 0.195�` 0.046' , .�:y D.19S con% I I r 0.060'• -1 N 2.820'-- .. 9TE pF f ti >_T _ 1- 0.060•-1.' u` 0.062 7.. O {---1.908'' RIDP r`" E -1f1 r I o.1zs"3 1��' 0.630 F I �I 0.630^. + _ v L.. , -{-► I -1.993^--� ,� �Q ........• �raT � '"' 3 •o.n67• l_ +:Ir o.os f VA F 7[V N ,.,,,:.1.._;.'.1. 0.062' 0.030' I 1 I •-'-- n �- ry-j 1- 0.)71" XT. 1 0.971-�1 __.. _L_•L•• L 1 'j5' ". _0-' 1 1• kos9'., T - r I I. i o143•-1 'tr-�u-� -t• ru' t 1-11 Ttr111I1�1 IU cwz 6` _J `�ClI'lh '�I'l� •� I ..I.0y�60• 0.050' i.D70°Y L.__ S I f .it 0.630• _4 W U., si. 0.062• 0.200" r1.06,4•0.062' L0.200" \• .� 0.630'----f.^i f .0.0 1� L I I JI 0.062"1 nfAn liaes 1LL, 1-1.069" 77S"\,........._ ��,' ,,:•,r ���'' _v.) m O pO • SUPPORT LEO OPTIONAL 1- JrlI 0200' 1_1.069^1 0.06r 00' w i;4..A q FY 5,745 MAX. \ 3 069'} nIf''0.062" 31 6.745'MAX. T-q7 Q'I a c 4 Oj WALL5.745" BUILD OUT WALL 3 STREAMLINE CEILING TRACK 0 SIREAMLINE WALL TRACK ' 5',1 HEAVYHEADER/SILL O LITE HEADER/SILL �. ' SCALE,HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE ,• ' .0 C1_ WHERE SHOWN,SCREW BOSSES pt. 1. 8.FELT GROVES ARE OPTIONAL • A , ' ON ALL EXTRUSIONS -'0.8744} 2.655 -0.675 2.195 .-10.51.0. t-2.195 4.-1.230•-• W 4.9 d 1.229' '- 0.105 1 0.060• 2.655' I 10 I N �r iI Tn \•._•_-•II I .1 2.362' i '. uj • _ • a o.1Ds� to a.ea• y 1.069' �.._J (. 1.) I i 1. 10 m j'lt: �i`Ji-J.-.,_>. 4.510' 1_3 -z r LI T 0.105 1 1.069" 0.lOsl �i In. ' 0.075 ®I. !I •0.075 i ? ek OJzi 0.105'. II I 1111 r I I I �1!!i 4 0.994",� 0 044' 4510` �_^.;..;_ -- -- ..-.. -L NOTE:TESTED THIOCNESS OF F' 0.783'i_� -� '-�.�...._..is } 4.510' OA7 3.506' I BARE METAL W/O PAINT 1S 0.039" v O SILL O SILL ADAPTER O EXTENDED SILL TD TT EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM T3 6.8 STREAMLINE SLAT/BLADE .. SCALE:HALF SIZE SCALE-HALF SIZE SCALE,HALF SIZE SCALE'HALF SIZE SCALE,HALF SIZE I.--71q SCALE:HALF SIZE - a I 1. -11.1111IIiI 0.1 ' t0080' 00.341" 1.570'-{-10 5100070d6 �I i 0.143' 06`x' _1 0.245' I O s� i "1' _ 1 I-L708•�r0.143" 10.096' "I /Ilk it ` I 0.060" T - � "' I . U---�-r 1 O.33S !®0.080" 0,317 4.753• '� c I 0.040•H ri 0.096" 1 1 i 6,1 II 4.510' t 1 �>ra �/ ^ i-0.180' ^I 0.080• I ; o,oso• 0.227' 0.682'• I }0.630• 0.060" is I j, CONEJETPIWIL�1PmP8 0,693• . -I 15=2339 E NOTE:THICKNESS OF BARE 2.822• 1-1.625•--I --0.420` srvt+ METAL W/O PAINT IS 0.839' � EPP A WRIPTICIP 0�5 6.8 STREAMLINE STACK T6 RADIUS CEILING HEADER/SILL T7 6.8 STARTER 1_8 WALL SILL CLIP 11ii'WALL SILL •• Fi SCALE,HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE ff • _ .�. ___�_.__. -_...._,.--_ _..___....__._._..__ .. _. ._ .. _... .. _. ." ..-._ ... .... _ _. _ ____ -. "`-`-'°'°- FiNNKL eEi NM00 P • - 11111111)17,/, EFE00/6549I 4'i, - _ - - `•�1,.p K �.v��j, :. -'}-0.125 0.610• STAINLESS STEEL F-1.950"---- 280'-•} ,.490' �111 HER OR ;'<c-..•• 4._ ) :," '� I _ '----0.157. . �` •��l 1 ASSEMBLY o 0.50' i ti , . N°' )1 I �. 0.320'0 HOW T---••• nn • 1-"- ! ��q o I�I��II'#E0%2.3/4'4307R$.S• 0576"� =� �s9 ^. 0,880" ti iLt1t1 ti t7 7 n � m .INSERTS SCREW W/TC ULTRACOTE 1 0.591• �,(� n • fl.OSY I`'f+HF21. 1.-,�o [0.120'T INTO � O• i bN :-1.100'-T j-0;240' -It TRACK (TYF TOP&BOTTOM) 7J 0A62'•tt i -37:1‘v--•Ap•,A$ire a T- '.V .��Ia-1. --1 11 I I _.•.•.•- NYLON BUSHING W/WAS ER: .(__. •...-;::/r).'5."i .CoDAF Ii mN tjRixB. I �-f-40.759• .......••'. q L •--_---4 TW.AT E1F.RY()Trick fr'"'"-' 7/16'0.-.1/2'@ 1NTER:C4:101:11-TOP 0.154' 10.137' '0141- f N�' ��ly (�] y '�'� Il'1SIDE JOINT AT TOP, 7/16°0 x 1'CP INTEIUORJOUlf BUCTOM ,7 :! EN 15W� CiUNDER-SOLID BRASS,mom.?LAZED EITHER CAN BE USED ON EXIE010R 7j 111111111 W O .2 Tg ANGLf. HOUSING-ZINCDICILST,POWDER COATED . zt. ;>QQ6 SCALE HALF S;ZC 22 ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT (,4 a01 g SCALE;HALF SIZE N0TE: MAY BE KEY OPERATED OUTSIDE SCALE:.HALF SIZE SCALE:HALF SIZE 11( N� ;� OR KEY/THUMB TURN OPERATED INSIDE. W p t-}0.250• 23 BRASS PUSH LOCK SCALE.HALF SIZE /IILel 1%9 1 (111Z 2.125' . �� R0.15S I 11.742' 0.286' 1.603' 80.500' •.000'0.500' 0.623• 0,236' 1.710' 1.224' . o 26T fl l-� 0.531•f 1 fl 0.790' 0.090' 0.319" m 0.531' 0.004• T i ;is :: i I e.--1- ro o P X26' �,•.I to.60-Tr. II i 0.607' m . 10' Y 0.118.1 I :4 Tt Tr, GI••+• •^ ei 1i � 'T T"0.729• 0.za9' T 1 ° °" �� �ij n ��' a•+-27 RAINGUARD 2$ DECORATIVE FLOOR TRACK 3.476• � �� I oy�• 0.z4o• ?gm g' e O SCALE.HALF SIZE O SCALE:HALF SIZE 0.160' 1 t- 1 a 1 1.001 CLOW 0,062+ 0.062• 0.176' 30 UNIMATE LOCK 0 MALE BOX CENTER 0 FEMALE BOX CENTER E s 1 SCALE HALF SIZE SCALE HALF SIZE SCALE;HALF SIZE 0.062' 1 g fE f 5,500.5 13/16'WIDE }T-{0.900' • I �tOc• m A I ®A 1 .16T .[_ 7/16'IDSTAINLESS 1 + }_ STEEL NUT -* a r - - 4 1 , @ _' a e06 .i 0,125°^ 1 ...., n ,- 0� 0.438' .� I. 0.168• � 5/16-10x1 MACHINE SCREW .'�••,� ::. •' _l_.__ T'• 5/16'0 INTERNAL STAINLESS STEEL N ' 0.121' e^^i°jE}} 4.500' SECTION A�9, POWDER COATED,ZINC DIE[AST THREAD NERD SME VARIES "'V. 4_ 1.050.4 iiSii" IllDELTA MODEL202236 T-LOCK ADAPTER 37 T-SCREW INSERT 3$ THUMB SCREW ;, I„_1ewflusTRIAL sTSTEMS (OPTIONAL) CALE FULL SIZE SCALE FULL SIZE o 0.259• QD �ai 35 BOX LOCK SCALE.HALF SIZE ^I 0,319 END STRIP 1" � e SCALE,HALF SIZE t--2,000'--t I 2" & 3" EXT 1 ' }•-1.675' }-1.500•••• 0 Zr0'1�°SCALE; HALF SIZE Q 0.050• 0.043• lin 1 0.125 • 7{a" Ta 0.085' T $ " n S, 0 0.125' OOP IIa'�DII3ILtBGIROPZ 0.250'-, o 0.085' m 0.093• en ' /5-2339 PALM acS4aRm4Il .L. I 1 -.-1 1 7.000' •} 20 ALT. 1" END STRIP 21 25 1.5 x3"x0.093" ANGLE 2"x3"x0.125" ANGLE 73139 2X7 ANGLE SCALE:HALF SIZE O SCALE:HALF SIZE SCALE.HALF SIZE 1_ SCALE HALF SIZE l — ANY ANCHOR PER ANCHOR EDGE DIST. �a l ••:' •.4��/�, SCHEDULE cm 18"O.C. EXISTING GIST. ----' ` •\I 1«if• !..,. GLAZING - SEE END STRIFE', • ,' .J •- _. / : ; IN0 CHEULE RIFE', i E004 0 _j gg ry r / - ' 1 I •Yr�qq ` L. In TFti/4• IIN_OR'S`y EGO • ri�_ EMBED. , r 2 GI.,, (INTERIOR) 4 1 ,I ` iS (t 1 / / I o'J(. �. Ot '"Oj ��. _ ry•' -MIN.0.062"THICK 5063-76 MM. 1 I 1.,� r✓'1 'r CCS•'•• �i t '1;. �17 -. -:'��J;rs�:•.:.rs-r: ., -:rte—' ANGIC 1"A 1•PSF1.TO 2•x S'MA+.. 1 �...,_._.•, , . j / ••� ... /1, S/�,' J. .�4' EOM] �I .'-....._.._ •.�: r' ti•==='-.—.- (ANGLE LEG MAY BE REVERSED) 1 I .� a //I _ - 1 r `--------•=\� ,�••- I. FAS'.E{1tNGi.[TO TRACK W/ !•I r�- _ ` _ _ e \, �;•_ E,t •, (2)PIRO"SCREWS AT Il f �' �� NY:.H�IOP.FER ANCHOR ��I`.- ,._i tOKlyEfy TOP&BDTf OM AND (1�(� Q q�V t7 Y- ATTACH ITD 4.0 STARTER W/ m / �7, - scH�DULE�1e"o.c C,y �^13 `. - `-(13 •- 13 r 012 x 1/2'GALVANIZED OR • Z I E« a -- - ®J S12 x 1/2•GALVANIZED OR SS.SMS, S.S.SMS 3/16'0 ALUM.POP �jJ 9 CI 40 3/16'0 ALUM.POP RIVET,OR 1/4.20 RIVET OR 1/4-20 MACHINE s w 6.80"(T rP.l USE(1)BRAES PUSH LOCK OR(1) MACHINE BOLT B NUT IR UT O.C. ALTERNATE END STRIP DETAIL BOLT L Nur®le•o.C. 3 c - (EXTERIOR) r./1.6-1.13r.SCREWINIDTHREADED WITH 6.8 STARTER AND ANGLE ANY7RACKW/ Noa°yua INSERT1/3 SPAN TO 2/3 SPAN SCALE.3".=-'-0" /�l�/MOM BO BOF SHUTIE .RECEIVING END STRLp SCHEDULE 1 SCREW BOSSES. f 11 ,4 D . TYPICAL PLAN VIEW HOLE SHALL BE 3/B•MAX WIDTH,UP TO SCALE 3"=1'-0" 1.•HEIGHT. 1•010(YT) PSK SPAN ,,, nz ttl0' 112 BO• - "4445 USE IT BRASS PUSH LOCK 132 T OR(II /16-tB THUMB LOCKING DETAILS FOR refo(3.T) 62 t SEE END STRIP tl SCREW I O THREADED CENTER MATES TZ xn -,INrAl. I SCHEOULEPoRMAX. W'g _ INSERT D.AT 1/3 SPAN ® ed }y TO 2/3 SPAN FROM SHOWN ON RANDOM F'� � w1 SPAN WHEN USING $ BOTTOM OF SHUTTER (3�9 p�pR,$ 7.870 d.T7 B2 - CI , 20,40a,40b OR 40c, Lam., o 5 RECEIVING HOLE SHALL BE \ (1 ay� m3/B"MAX WIDTH,UP TO 13 + T 1AX 1 OR 6.8 STARTER vl� e 1-HEIGHT 1,, �, • (t& I= d ALTA"1370 6 1� k i g _MAX.) W[TH 21'OR 25. 2' t!Og� f RO -1-17:- 0 i 7b' "'. i��*42 STRERRS�TRRP TO m�O 1.571.7' ' �_ ; I FRJNDE CLOSURE £ ® 00, 6_31___&._ TDR i.,.-',•• g S —_ xo'�• ' BUILDING coNOInONs. ; g r� 91 64 -76" FASTEN STARTER STRIP • I� (INSIDE) TD TO TRACK W/(2)H10x1" Obi IL Al SCREWS AT CORNER,TOP I • 63 13263', ALTERNATE END STRIP DETAIL s BOTTOM. L, CIL '23• SCALE 3"=1'-O- ANY TRACK W/SCREW �"�� A 13 Q6.m pB 70 , BOSSES. t:, e E • d6� 7l uO7' .a 0 SILL AN . W �SHOWNRIEND5511UPSPATZ I OOIASP,BID v1 O 21NWs REQIISE A Illi•.BSB•aIP NM1TNE 111111:�Ick F- uJ HID SPANS9NONBNNCNORONTNE EXISTING GLASS' � , a a v mom SL1EtxJIE a/144/4•TEN E O 13 SCREW Ca I/440 BOLT TO ENDSRUP. . i` 110 � v,r'„ USE(ti BRASS PUSH LOCK (INSIDE) �. alUSE 1 BRASS PUSH LOCK ' aimORI 15/16-18THUMB �PipOR It��/16-18 THUMB `/� aSCR�WIpI�0THREADED INSERT I T?,)OAT 1%3 SPAN ����^,� 3O 1/-0 Z g o: 40 2R/3 SPAN FROM SPAN SILL1 stg i) 'r 1 TO 2/3 ST'7tN FROM '� "tet gu0 E" BOTTOM OF SHUTTER l BOTTOM OF SHUTTER. ' f• (OUTSIDE) IIRECEIVING MOLE SHALL BE ' _ • d 3/B"MAX WIDTH,UP T• �,-' 1"HEIGHT. ® ` � kV4 TYPICAL OUTSIDE CORNER CLOSURE !. DETAILS WO/CORNER POST r`�'L®® = _�-'�r=���J�� ��� i5 mi h NTS '`-�� F ®C' j� I ®' ar1i31010AELEEKM F2. \y® \ 1 ® Ir- �@ ®� `SILL (OUTSIDE) 15-2339 USE(1)BOX LOCK AT 1/3 num SPAN TO 2/3 SPAN FROM ►No40m�rmR4 BOTTOM OF SHUTTER ® TYPICAL INSIDE CORNER CLOSURE F W VI DETAILS WO/CORNER POST g MULTIPLE SHUTTER ASSEMBLY NTS z�� SCALE 3"=1'-0- • MARX L.BDOIMCO/PLE _ Cl CONNECTION TYPE itis l/ I•,Vii: _ REFERENCE ANCHOR EXISTING HOST •• 1 f/// ,_----- -- SCHEDULE FOR MAX STRUCTURE � i't / _ ,,- SPACING _ �, 1 „+.lf Cly.. /� Cl CONNECTION TYPE Ott I • 1/4-70 MACHINE BOLT A ` REFERENCE ANCHOR I i1 1� W/NUT(6 12"O.0 DR = : N0• .,_ p1 / : SCHEDULE FOR MAX K 4 SllT,(+L 6"G C _2* i . /, * / ,� SPACING — + 7 �T__ (TYP.TOP 8.BOTTOMf -13 /p t ID ry 7F'. ALUM TUBE !f ••1 \ - I !7 I , - , • ( .p•1 T 2 FASTENERS I I lIh ;0,�. EACH ANGLE 6063-TB ALLOY J .I-�% a �tl ll 0 c SEE 71.H.!-K:^ ,I'"' 1.1---1,-,-- {-1 �w '.I (10nCioov !} tG jet '�1 �o. 1 "• un ��.Iif`1S,^fi(74'- :;.. _A'y �i`�ir ,(� t.t : ` � _ _AL%mi."., THOU 001,1 iil _- PFT1'x,...ua" / � ._ CI CDN"eEL'iIDN TYPE ( ''� a KiI 2ALUMME -- 3 uN- ur IPOP RIVETS OR I GLA55w THREE 012 SMS,TYP ° �� Yi 17 - ,� OR DOOR— _ +� F4- '_ yypppy���myyy�4� 3/16"m ALUM POP ': I i`' / \ '( S .: >Ce i 031 W . RIVET OR 012 SMS ! I - -,(4..........4 �,—u� I r /��t+' pw TABLEA(OC3i. 6918"OC.ITYP) ;:. �_:._ -I�� R ��� 'L. 50RR((A''�j__OR IIII i ~j 1.ar! NO PRESSURE VS ALLOWABLE MGM MAY USE MALE OR `�` _ u,_..r. �� O N "! IV 2 'xl/B' ] �UEr FEMALE LOCK-SLAT Om p 1 .liv, NOB/0 F� ,_ 111111 ?�ter t3 ALTERNATE THRU BOLT f���� I t�� �- 1/4"MAX.FROM PIN 62 130' 174' C5 CONNECTION TYPE Cl CONNECTION TYPE 9/rr"' 3 iL: `'-_-J ZUIOE TO BUSHING 72 124' 177 ® TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR / t C'-.' ',DASHER(TYP I p 92 119• 172' NTS SCHEDULE FOR MAX SCHEDULE FOR MAX ; .1 '''0 i9 W dg 92 IIT 16S _ SPACING Al14x3/4"SMS(°l 7"0 C ice.• 8 gi' C 1@ 110" 160' WI 0,41.-....:.:.1,,, ANGLE TO TUBE CONNECTION N _ 170 109• 147 2"x r x.125" ?..� is) o7 131• TABLE B(am - EXISTING HOST' EMBED. 1 ea STRUCTURE -/ 6063-T6 ALUM TUoE �;Z'g d .. 200 aa• 117 PRE4URE2YSg/8'ALLOWABLE 7170 EDGE DISTANCE REFERENCE ANCHORAv° t00 PSP VAT09A3 WITH SPACING FOR MAX �� _..t,= 0 62 113' 16V FASTENER(d 18"O C.1111 t 3 3' 72 107 157 (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a,EF g 61 101• 147 IN ANCHOR SCHEDULE/. SCALE.3`c 1'-0" 0 f4 92 9S 139" �a ,�,w _ _1 " S 102 97 137 -L �'� N 170 63' 122" ,6r 94' . � ��'/. - atX 15D T4' 109' ' I- C 200 H.W 3/26 RIVET OR 1112 SMS 090"6063-T6 z MN CLASS ® j v=!W O o.• (B 10"O,C, OR 1/4-2+ O I ALUM TUBE TYP. '^o EPARA710N x =' �' S E NUT 2.BOLT ITYP I 17 �� [� PER TAOLE M I o VI� a � i I{ E 3/16"t•ALUM POP -- d`g -- GLASS 7 x •ozm 1TC ALUM. TUBE RIVET OR q12 SMS z"`. OR DOOR Mir 4 a Q i� 6063-16 ALLOY ;I: p 1B"O.C.ITYP,) E u n~ a s�a$a SEE TJ+BLF B FOR SIZE. 2"x S'•x 1/B" u�. - L-1 2 FASTENERS x CONTINUOUS I _ _stria GGG EACH ANGLE ALUMINUM ANGLE '''!FI-4)43. tiff 1"x 2"x 093'6063-16 i -� II OPTIONAL ANGLE 1 Il L T!.©� • pTHREE 3/1fi"0 ALUM. _II_'©,© !ii ALUM.ANGLE.TYP. - I ORIENTATION TYP �� �)" � POP RIVETS OR ® I W 'L'==?==�I THREE 072 SMS,TYP. __ _ " itili'�,.���� I 1 014 b�N`\` ps i"x 2"x 1/8" I—'I_ W -� S �i`+ OR 2"x 2"x 1/8" �''_ -'^'•ate REFERENCE '� ® ALUM.ANGLE �����n �� SCHEDULE FOR MAX 11111111 • 1. USE MALE OR FEMALE _`�_ �_ SPACING W'YI@RR119HL68B900PE LOCK-SLAT EXISTING CONCRETE. ® ® BLOCK OR WOOD FRAMING 15-2339 tsrnq • I- (OUTSIDE) EE INSIDE SILL MOUNT SECTION /AVM 01911:1137171310 O�Tm■+ 1112 x 1/2'GALVANIZED SCALE+3"o I'-0" 1 lip OR S.S SHS,3/16"eb ALUM. - v TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT 8,NUT SCALE 3"c 1'-0- 151 (�10"D.0 , • 1 OC '._. C5 CONNECTION TYPE �a[�t a� 9 , L g,. RCFERENCE ANCHORSCEXISTING •��` - - - j SPACING FOR MAX STRUCTURE .4 ,T..•l'f �I:.T.., GLASS 0:t1 o GLASS �'"- ' a C1 CONNECTION TYPE IV E 5"MAX —1/4-20 MACHINE AOL'Tgr•' '� •,Q OR DOUR 4 W o u a, OR DOUR 7 u w -+ REFERENCE ANCHOR �' 09.-' .�_,., W/NUT @ 12"D C at No '"u n�' r w]7 SCHEDULE FOR MAX. 5 L: H 14 SMS(cl b"U.C.- • ?- 2� t3 I_Ir-,r,�w SPACING--•---- /oar 1J1•• _ ,.. ITYP.TOP S BD71 OI 2, O I MN =_ (flEll� -x� Z og FIN 13 X N N J 1."ft.'" N 7 4 r _JJ2 W 1 1/4"-20 THAN BOLT WJ BLASS K .n'0 F IL•> 1/2"SMS @ 1,..O C ,,.:n z r- w1 .• 4 .T i ;Q�•, TT n v ._ ,j :uF.G -1 _ 41 0 • OR I-VIP nOH s]-�.-�? I �•I-r, 11 I G. J"�TT rl S -A`Pr Lora Ir.,T .b "'r.r D. '• GP 3/16"0 Aua =D� I - r i<: - — '•. c .. ( .. Vrt/T'SN:1' 12"bC.Y.S 1.4 Li, `, ;, ._i ;, a�.'iiim, r r„��1sLros DC GRvvB L• �: 1 I ,, S+• 1, £ItIg _ OR 3/16•'PA ALUM.POP ADLEI ( 1 C] _1 __ /if,. - ,'F c�•- /ll .a t's. AWM POP RIVETS(d 12”O C. % r'•�.` 3) w ///! 4F nweTB p 6"U.0 E S -1tI I ti _.___.L i /,I_ 1 �11�U 111 1/4"N ALUM PO'RIVETS I / _ r x'` it ANO r3 !•,.�.± y' uC w IL "'� ( �lN'-1•-• �1 I 1/L^MAX FROI%I PIN 1=� MN CLASS w�I- b4a� uw 17"V f, E S. - ASSEMBLY— -- SEPA.4ACCN�0 ` / _ - GUIDTOBUSiNG ll'© I. •GUIDETOBUHING YP 3 •,/ GLA55 4 N r p m �~wog 11,2_. 1/2"TYP EXISTING CONCRETE. / ' III --•C3 CONNECROH TYPE OR DOOR--•r _ x, CI I- f 3 L w -,// - G BLOCK OR WOOD FRAMING %"e ' T;EP'ERENCE AI;CHOR •• ....a 0 a Y .o • �• P. / II� r �'��.ll 01ST SCHEDULE FOR MAX. I! E u m Ir �W z 4., ,I Ili 4 CONNECTION TYPE _ SPACINGWil v 'Y �O EDGE , REFERENCE ANCHOR, il . < • SCHEDULE FOR MAX. I H //+ �� �OIST. SPACING AS SHOWN m T- 3 CONNECTION TYPE IN DIAGRAM ON PG.9 p In 5 0 AOR •T ;�`, Q} it REFERENCE ANCHORw Q �4I�0' Ijj " '' ,( SCHEDULE FOR MAX EXISTING DONCRETE, /p I • 1/4"MAX FROM PIN BLOCK OR WOOD FRAMING 3 t SPACING ALT FASTENER CI CONNECTION TYPE ,Ag11J2„ �`�� WASHER TT YP LGUIDE TO NG gig �f F'X F LOCATION.FRONT ANO REFERENCE ANCHOR/ II . ` 1!4"MAX FROMBACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX ii e .d PIN GUIDE TO WITH THIS LOCATION / I 5 CONNECTION TYPE C g SCALE.3"=V-0" SPACING -�� BUSHING HASHER O INSIDE MOUNT SECTION N REFERENCE ANCHOR Nt-,- 8 ✓Z ITYPI A SCHEDULE FOR MAX p D 0 11� SCALE 13 V-0" EXISTING CONCRETE, SPACING 3§ El BLOCK OR WOOD FRAMI EMBED _ 4..zg i a e �, / CD BUILD OUT MOUNT SECTION ., • ......_%/ !TYP BOTTOMSSCALE:3"e 1'-0" - EXISTING CONCRETE,REE I BLOCK OR WOOD FRAMING ��r,LJ HA - EDGE.151. EXISTING P m V E Q NOTE.FOR DETAILS A.5,0 AND E ON THIS SHEET, ... 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS ,jf, 4 REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS �. SCHEDULE FOR MAX. REFERENCE ANCHOR p® A A MINIMUM OF TWO G T OF ANCHORS ANO ISA m „` Ir' SPACIPIG SCHEDULE FOR MAX gill ' R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACH w �e. ♦© I,I�E' A USED WITH THE BASE TRACK MUST BE CONTINUOUS } .A6 SPACING ry OVER THE GAPS BETWEEN SECTIONS. -i oII YI E�7�7w r $ 1/2•• L;J"RO K[o cc _n I Q Fr� Se LL 7 7 w Q I� � I' G ^ ti, GLASS Milli ¢ OR DOOR GLASS lull.13 �V:TV' 0: 7'4 illi_ w • R12x1/2"SMS @12" PAR4TI•• =Z =-I �w7] e�� • ¢ X11 O.0 OR 3/16-0 ALUM, PER In�p`''m ILII rI•AZQZ ep�al �1 c� f l• w,lj7 POP RIVETS@b"O.[ TABLES X7DZ Ia- GLASS OR..MNaA ® =Z Z=_ pRI��B G'5O� N m OR 1/4"0 ALUM POP it-S°- la _ a DOOR^acPARATION N u p N Q d 1 /IN GLASS e ZZZum RIVETS @12"OC 1111111117 E uN PERTABLE2 XW5=1- SEPARATION N z O y f L: a .-- 11111 T E a liffil 1/4-20 5 5 MACHINE PER TABLE 2 1 aaOC QT AHD® '� r �I 1J4"MAX.FROM PIN CN 11I u 0. ASSEMBLY 1/2" GUIDE TO BUSHING "IM,6 SCREW B NUT @ I I I I_ uIn1/ - ,Ir j���12"O.0 TP WASHER ITYPI r ; `�f _GLASS , I n _fl�f� 1J4".HAX.FROM PINPhillip 1 I I1 1/4"MAX FROM PIN w II I��I ,� w Q ,O GUIDE TG BUSHING OR DOOR ■_�1... xGUIDE TO BUSHING .l �Ii/ J/ 4 CONNECTION TYPE I1J2' 4WASHER(TYP,) ���1 ry WASHER ITYP 1 ���� EDGE/ REFERENCE ANCHOR O�OFRIALCERINTIPE .§-x ©0 SCHEDULE FOR MAX Z. EXISTING CONCRETE, p15T I Z m SPACING AS SHOWN 2 CONNECTION TYPE n BLOCK OR WOOD EXISTING CONCRETE. 4 CONNECTION TYPE REFERENCE ANCHOR 15-2339 FRAMING IN DIAGRAM ON PG.9 y�J{�, _ ■■ `` BLOCK OR'WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scum • I " "x OR"x 1/6"CONT , y/ �1 '�` 3 CONNECTION TYPE 1112 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING P ° �+ 063.76 ALUM,ANGLE � � REFERENCE ANCHOR SPACING ALT FASTENER EXISTING CONCRETE, " O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND LjTF{' SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING AY BE REVERSED POP RIVETS@ 6"G C BACK ANCHORS NOT REO'D n \S SHOWN DASHED �A>' SPACING OR 1/6"0 ALUM POP WITH THIS LOCATION 191 RIVETS(u1 12"O.C. O WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION OWALL/BUILD OUT SCALE.3"0 1'-0" SCALE-3"0 1'-0" SECTION • ___. .___..___.__ SCALE 13"=1'-0" • • • • • MIN CLASS - - • LII F111WK SE_. GLASS SEPARATION z,_I - - - � h ., - DR DOOR PER TABLE 2 ®o O `��1 " 2--..!. f • W �p �y _ r`u�vUi DOORS OR :3`4. ' Ft).......... i�.�� - ` ; _ a - rDO0R8 4R roN Gt Ass :* 7 No P:,046 .. '•4 1 ‘......<1. X IA w .- SEPALIONS - 12; rn i = 'I 4 I'S MN fl,ASS 0: aILI r PER TAOLE 2 ---�- �� T L.7 I T E r SEPARATIL�'1 a r ii SiA AAA A I `I` / yy `` 21- 4.KR ikv E? ` wrq l E.4 q l:' l BS .1 0 I i 1 -N ,- ''•.v+• I 131 i` ,:! s,s'/O.o •I` 4.,t �+ _ L o 51 ' oo Luuf�l I�; f/� p1I pts r ¢ h V'� I _ IU�_a r 13 1 w a'n ® n_I' 1L I S� 01 LL� !?" OE udCI ONNCTIONTYPE iii 7 in ' I �U/�,-I 1/v'HAx.FROM PIN GUIDE u a REF ERENCE•ANCHOR 1 _I o z Z-� �'''p EN � TO BUSHING WASHER,I7 YP.Ielp 4.uj SCHEDULE FOR MAX _ '"f v a WW'�,..t W c z • SPACING----=•-•.---.7 _. �I a a • TWO V/.•11 WOOD _ •4- ,• 210" •••• .........:T' !'- - _ N 3r LAG SCREWS WS(d124" ,250 Laf �• yad �0,�� O C.MAX Y/ITN 2" h -0 CONNECTION TYPE f jt• J /`/• q THREADED PENETRATION w/' J REFERENCE ANCHOP �f l tV ,'//� �W W T"INTO CENTER OF 2X STUDS m SPACING• FOR MAX. Ai-rdn••^ 7 .4 EMB "T' 14 SMS p MIDSPAN BETWEEN W. STUDS FOR TRACK TO 1"x 4" / ' s Q • PLYWOOD S TUBE CONNECTION /' EXISTING HOST STRUCTURE t^,1 • STUCCO FINISH 1••x 4"x 125" 1° 6063-T6 ALUM TUBE r THIS DETAIL TO BE USED WHEN STUD SPACING DECORATIVE FLOOR TRACI( DETAIL ()WALL MOUNT SILL DETAIL , 1� �`T [EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE 3-=1'-0" SCALE.3"=1'-0" . g IC R Q O WALL MOUNT SECTION THIS DETAIL MAY :,6n n SCALE:3"=1'-0" ALSO BE USEDAT !W.I..e • • ACCORDION SHUTTER >X TM PER PRODUCT APPROVAL i- a o y r o -GLnss W g 'dp r I FEF GLASS OR DOOR F _ `0 SEPARATION- 13 7 ;L: APPLICABLE AT TOP N z PER TABLET ,:.4. . EXISTING WOOD 10.0471TRUS b I AND/OR BOTTOM X a X 4 (T 245 OR RAFTER D.C. 1- /.'1-1/2" n 2'OR 3" 1 I w Y In EXISTING FINISH I. 11 MATERIAL 1. :/2'MUa, q.• l''.•:ii (, 6 r, l 1/4"MAX.FROM PIN GUIDE i I 1! o -- !�' 1 ., 2"x 5'•x 1/B"6063-T6 • „ , TO BUSHING WASHER ITYP L ALUM ANGLE..W/THREE II II ' m 2'x 3'xY0 xCONTINUOUS OR 2.175" I � I 1 II Ii ii r I I ` ; 2"x 2"x)fi'x ANGLE I i • . ff ,I l3J 6 . • L�SJ FINISH TILE(TYPAL SCREWS 4•'m WITH 2- 11 I , —I W �`- ��� C i".................. MATERIAL WITH 2-3/4" 6061-T6 ALUMINUM ANGLE - �2,%?$S���tF2ttin:K j�Z;:j>u��:::1w:::S�)):::::::::C):��'� MINIMUM THREADED � � , ° ' . r 191 3/4"PLYWOOD PENETR "T"IN WOOD(Al � ������ Cr MIN.THICK 6061-T6 ALVM TRACK '—1/4"m A325 GRADE THRU BOLT 7"O.C. II ANGLE FASTENED TO �A� FASTENED 70 ANGLE WITH 4.20 �6 EACH RAFTER OF TRUSS, �.1�` -©� ]in 0. inn,.: . 3 KSl CONCRETE '/_ /I MACHINE SCREWS AT 3"FROM ENDS GALV.OR S S. GRADE THRU BOLT(al 12'"0 C. ��� � ' 24"O.0 MAX.WHERE .,¢� !-- II:. ,f•' HOST STRUCTUREV/I1M / "� AND 9'O.0 FOR THE BALANCE -""'r___ ANGLE EXTENDS BEYOND ' I/4•'m ELCO UL TRACON TO CONCRETE/CMU LAST TRUSS MORE THAN a Yi O ELCO ULTRAC 4 OACS AT EXISTING CONCRETE HOST • 51/..40"0c "O.C.W/1-1/4-MIN.EMB. 6", EXTEND ANGLE TO a w 7'FROM ENDS AND 4"O.0 2-1/2•MIN. STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW(a 9"O.C,W/1-7/B" NEXT TRUSS. ,,,w'- MIN EMBEDMEETAND 2)S' MIN.EMB. IN WOOD 50=0 42 TO 0,55 1-m x c ..MAK.DESIGN LOAD AT 5'-0'MAX SPAN; ,AwwMiNEOGEDISTANCE, f62P.5.F. EXISTINGCONCRETE, ® i I� STAGGERED WITH 3"MIN. ti HOLLOW BLOCK OR m 1-o NQ L•.rte,:,I,."a.=:�!.4311 MAX.DESIGN LOAD AT MAX SPAN: WOOD FRAMING.SEE • • SPACING,TYP. "x 5"x 1/8"CONT. X z z r t 52 P.S.F.PSFANCHOR SCHEO i ALUM ANGLE 160 63-7 61g w a Q HO i BUILDOUT MOUNT BASED ON TYPE OF E '�N SCALE-NTS STRUCTURE IMAX.DESIGN LOAD r.72 P 5 F 1 a Hb PASS THRU DETAIL Q TRUSS MOUNT SECTION di C SCALE 3"=1'-0" K SCALE i3"=V-0" EXISTING HOST ALT.LEG DIRECTION `�O.r. iSh 1. - _ _ STRUCTURE 1/4'AU.POINTS SOLID SETANCHORS WITH 7/B'MIN /,'' --" 12"MIN FROM EDGE OF ACCORDION + EMBED IN CONCRETE OR HOLLOW BLOCK,T MINIMUM �0 ••V-0../ 4e ROUND WINDOW i•;PACING,AND 3'I488MUM EDGE DISTANCE -:•\!.V y. ` '��'. EDGE OF BHUTTER, SHUTTER BLADES ASSEMBLY P 1 1,2" .L..,'\ Ti 3 ,1A% (2)6063.76 ALUMINUM TOP OR BOTTOM I I :EE S ANGLES PER BEAM ENo,SIZE C t''' • ,.1,6549 \O 1 I ,.' -•• 1/2" PEP SPAN TUBE SCHEDULE •_t't ` (�..,,,S �L„�.-- _ EMBED. I _1 - • r-' Li .:V _,r, DESIGN SCHEDULE • o N •Q^ _ j •yI , P )=•- ACCESS HOLE I( y ^I I''• EDGE 'i / 3/4.20MACtiRVEitOLTW/NUS&p '© E F I, ^I ( rE d u �L., _ 12 O.0 OR<14 x 3!4`SHG G'D.C. (� r.= 6 `^ ^ I`'� "i / SHIITTERU'J,O:S £ ,/ _ '-- _.". ... -%,-' %,;319, Cs,; qu¢'. 3.5'NTN, f II __.._ ._ ._._. ..___.._. A,is e .. - 3.. _ ,;3 ('I t'' II. TYPICAL 3 ' I^ I I .I -. _..• I` •I) y';1-^•, 11/2'MA%. ......41t;�� -...t ..--.-11 1/11 il. 3. E f z h ofm EDGE L:� i 4.- .�'1 �m I $ 2.875.0 HOLE(TO RECEVE DLSTANCE MIN.GLASS �9 t ROUND WINDOW ASSEMBLY) E'•tISTWG Q SEPARATION i1f® ja. oti 6 MAXIMUM OF3WINDOWS ©TATSOR 's-- PERTARS7_, F PER EVERY OTF3ER BLADE DOOR•-- • j;.7 r7 4,. N 8:-co . LIGHT-N-VIEW WINDOW •o1r ' DISA6ei ill 1/2'MA% lir 2tn 3"MIN 644J(�� vi 1 8 NTS. EXTERIOR • ELEV i W m - -_ 1{I ©0 i'{., iv Rry \\���� Olt V. I� ©m ( t/4"M X.FROM PIN GUIDE ~WOO �, 0 ' , `_� D OUSMING WASHER TYP !*Rnt l F B C c /.CCESS 1/4-20 MACHINE BOLT W/NUT 4a T7 to Jill 1/2" HOLE 12'O.0 OR 014 T 3/4'EMS 6'O.C. Y 2.875'0 HOLE TO 1�- _ SPAN TUBE PER •A!L_k w RECEIVE ROUND EMBED. , II +!+ DESIGN SCHEUUL* WINDOW ASSEMBLY uy (2)6063-T6 ALUMINUM g �a�C q f��44A%. ANGLES PER BEPER SPAN TUBE S END,SIZE 2.6 o m tC • EXISTINGHOST '/��S 1 \"-1SJ414'B THRIPOI�R BOLTS BEA UMBEILSEDULE ` - _1.i nURE - STRUCfURE 1/4'ALL POINTS SOLID SET AN OILS 7,1A•MIN 1 1\ SPACING,ANDS3'MINIMUM DISTAFICE MINIMUM c'r` ���plll 0.125•-,- 0.125` o `0.032° . o.O32"-I- -^ I MAX.DESIGN LOAD a t 72 PSF 1 ..H -_ 0 SPAN TUBE SECTION Si 0.196' / N.T.S. VERT SECTION �, i A --- � 9$a / \ � SPAN TUBE SCHtDULE / \ - ALLONASLE TUBE NUMBER OF ANCHORS NUMBER OF MININUMANGLE 1 Z ROUN•D TUBE SHVfTEA SPAN THRU430LT9 ANGLE P� LENGTH I EEg• WINDOW 81ZE SPAN TOP BOITOi1 TOP }Don'ON TOP 801TOM' TOP I EOTTON • I Ina ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE I TUBE I 1183E 1,1;1111 1 / '1 1 w 1238' 1350__8 2 2 3 I 4• r \ / ,ri !I � __ IC' 101.r 100.0' .- � z 3 3 I r t r 12d2g4% I / '- 1zr 80.9' . 04..4 -r 2 Y-2 3 3 - r I r 4 '� W ` 129.1• 157.0` " 2 233 3 4r7"" r id d i i ;�6 OilS' 98' 1143' 124.r �2 2 3 3 Tr ''. \ / 0.125• 123• 1028' 109,' 2 2 4 4 10' 10' III l � BO' 13B.P 1999• 2 2 3 3 r T '9 02.875' r'TO• I I BE• 12Zr 155.r 2 2 3 4 r 10• 03.250' r 123' 11W 1375 2 3 4 5 10' 13• iit`t BD' 158.1• 240.2' 2 _, 2 3 4 7' I 10' I ME-- 1• \ _ / Y5,f0'x Or 14EUT 2290 2 3 4 0 10' ..r 18' • O.7B7S 723• 137E 203.1' 3 4 6 7 13' T 1? a �.• ''� • LIGHT-N-VIEW WINDOW WPAiOMRiNttLt9MBODE .344, 9 N.T.S. SABIC PLASTICS SL%1431T-UL-94HO \ _ -' SPAN TUBE SCHEDULE NOTESzrj'2339 I. -LAE 203'x1/4.07(2 x3'x1/4'ANGLES FOR 2•xS'8.2'x6'BEAMS. • 2. USE Z'xS•xl/4'ANGLES FOR 2•x8'a 2"x10'BEAMS. cauel I• - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. e 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHERORIN COMBINATION WITH OTHER S. SPANagifinggEFEBI SPTUBBEOSNMAYIBEEUUSED IN A MIDD--STP AN CONDITIU ON1WITTSHUTTERS SPANLIMITED TO NING 4PG ABOVEAM E AND OS. BLADE W/ ROUND WINDOW BELOW THE BEAN.NGLES ID•BOLTS)BES SHALL SAVE TOP BEAM LIMITA S THE NCLUDING SPANS ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM' Q M �.._,. �- . 6. LAP BEAMS ARE NOT WED, 0 7. AU.BEAMSS AND ANGLESLES TO BE 6063-T6 ALUMINUM. - RIC9'JC+6$SCHEDULE:-Co•PIC:^EYE .aa _ amem%FA. 1111 /;'rF _ 2 5'MIN EDGE DISTANCE _ _ _ ‘�` t. G LOAD Spann LID To 6'-T Spa"5 Up To C-3" Sparoilp To 13'-0_' . CONN TYPE CONN TYPE CONN TYPE I 01040' __,.._.. tp:n..rt ! +:, ! Hca w cl Ie.Itl,., cs CI cz ci c�J CS rvOF'ED1 ,t.. '•� • 4"17W TAPCOI:DA- , 43 16,0": j 15.0"16.0"2.16;11 16.i 9,0" 13.0"20,0"26.0" 9_5" 5w5" (1.0 14,5' =_ *: •• ULTsW.CDl1 WITH 1.7/7` 53 16.4"1400' :V.5"14.5'16.0'56.0"11.0' 7.0" 10.5"160"150" 7.5" 4.5" 7.5' 10,5" -_'O 1 * p W ."- 1l.._-..__.. ..__ I 0E0(3192651 NDI COW:) G2 15.0"�16_C" 8.5" 12.5"16.0"10,0" 9.5" 5.5" 5.5" 15.0"15.0' 7.5" 4.5" 7.5' 10.5' -�1 Z -.'ro-ti:0,430"L�.O•' LLyO"w.u"Ess O.a' S�.o" •-- .4.....,,,,,;., " 11.5"15,0" 7.5.14s" 7s' lOS' JJ rs. ,n'• srn7Eo t,( 4Aljm 2p -100 215.0"/,5" 4,5"17.5°10.5"150" 77.5'.(4.5,' 7.5" 10.5"15,0' 7.5"145. 7.5' 10.5" 1--_„__(T(P i __I ((/ (;pt LG:19'NAI ION. :D.."'. •(OHIO',0:7 l'" ll49' 'I••"I•fiL•• • H r;57 ?J 15....C.:4,./.. .00 0 160 170 ,r0 IU 0 u' :3.716.0"--I6 6. ..!- S.�S 111 13.5 .. s '••... IC F 1 _ /,./ y 104 !l3 1.3/4"GNOE9(1 7Spol` to 0_to d 11 U Ia 0.16 0 ,W,0':'31 C /0''!Us'16,0"13,5" 7,0" 4 s IE.9.5"' Ip pMAt_ O i.G_ F:;B C09CREIV) 92 564 11';•0" OS" 15.o:160"15.0' S" 53"19.0" 13.5"13.5" 7_0" 4.5" 75" 9." -•_•••--=- -- tI - ^'i '"ii, 81 III ` 9a Q L-ej " lu ,,,,, ,,,,,,w TO ILIA°112.0"%.0�' 11.0"16,0"14.0" 7,U 4_5" B.0" tO.S'135" 7.d' 4.5" 7.5" 9.5" 100 17.5'"=7.0T' 4.5' 7.5" 9.5" 13.5" 7.0" 43' 7,5" 9S' L35" 7.0" 4.5" 75" 9.5" r ao -1 54 9l :/.•C.CO C0.E1C LI 455-1^ 43 /.6.0711 .r l6.0"l6.U"16_0'16.0 16.0"1-3-.5"10 0 16.0"16.0"12.5" 0.0" 13.0"16,0" (( -I 17/2'5,1880(33506;MDl 53 10.5.16.0"16.0"16.0'16.0"16.6"16.0"110.0"15.5"16.0"16.0"10.0" 6.5" 21.0"14.0" 1 x 5 1716 0 !x 5 ITYP,)____ . ON r:RNC) 55 16.0 2R.C"12.5"16.0'16.0"16.0"12.5 8.0" 13.0"16.0'165"10.0" 6.5" 11.0"14.0" )L ... 0.__..SO' __._...._-0 .�..__-..0" W II<;,.<SA•..7 70 Su.O"16.0"10.5"16.0"16.0"16.U"10.5- 7.0" 11,5"15.0"16.0"10.0" 6.5"31.0"14.0" •'•I'r W u N 1�Y ____ ,_•_-_ 1GG 16.0"10.0'.1 6.5" 11.0"14.0"10.0'10.0" 6.5' 11.0"14.0'16.0'10,0" 65" 11.0"14.0" II�,�(/Y W ' 1"HIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHRDU SPACING ( .. .4D p tTTci C3 C4 CS Cl c2 13 14 Cs Cl C2 © Cl CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 6 1/4.OW TA,'COD OR HCo 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" s.0"®���I��14.0^ •'F ULTRACON WITH 1.3/4' 53•_18.18.-0 15.0' 16.0"16.0"12.0"/j�/C MEM %jjj,'' /10.0" - 1CHORECTION TYPE USING PIECE Q WITH OUTSIDE ANCHORS ONLY EMBED(3192651 MIN CONC) 62 16.0"15.5" 4.5" 9.D"5/j// 14.5'14.5" t%,./4.7/,10.0" - Cl.CONNECTION TYPE USING PIECE®WITH 11-.........,05. 70 16.0"125"I 4.0"' ' ' ' 7,5"%/4 :"145"�',V ji/ 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7,5"/!/�///•'/-'"410.0"14.5" 7y5'%//7. /,'..,0/24,11)!14.5^ %//[,A 10.0" I/4'MILLEHIUM MIIIFIST _1?_16.0"16.0"11_0" 16.0"16.0"13.0" 6.5" 9.5" 16.0"13.0"MIIMY'1 10,5" 8 WITH 1-3/•I"EHEED(3375Oe!_53 16'.0"16.0" B.0" S10"16.0"56.0"9.0" S,0" 75" 16.0"10.5'®�/iSIr//®7.5" ANCHOR NOTES: 4 b p q MIN CONCRETE) 02 16.0")11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0"[-;fj 8 •�7N ///-/% N 7.5' I"tl G 1 1�_1.• - 70_16.0"9.5" 5S",8.0"'16.0"my, S.5'?,.,Ai®E l A S,5 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DOR SPS II ANCHOR SPACING y $ J,,,,,,, ONLY.ALLOWABLE STORM SHATTER SPANS FOR SPECIFIC LOADS MUST BE -100 IU.S_'S.S'r//////5.5",7 5 1A.5"-678,7!,,,5.5"®��%j///5.5" %.S' UNITED TO THOSE SHOWN IN TABLE 1(Pg 1). =''', LI S 1.1 4'MIN EDGE DISTANCE • !Iii. m z l/4"ALL•POlNTs 50170-SE7 - -L--- 2. ENTER ANCHOR SCHEDULE BASED ON THE XIS ING STRUCTURE MATERIAL. '?m<g O ANcNoN,SY/7/8'ENDED 0 Cl I Q I C3 I 14 CS Cl L'2 C3 Gi C5 Cl C2 C3 CA Ci ANCH00.TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN➢R a C! 44.47 55 M4Cl1ISE 5021W 43 28.0",16.0^'8.5" 10S'16.0"46.0"12.0. 5,5' 7.5" 16.0'125' 6.5" 3.0"•5,0" La A" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ',. .x_ m z g (304000 MIN DOM) 53 16.0"T35.0'1'6.5"18.0" 16.0"16.0'8.5" 4.0" 6.0" 15.5"10.0"5.0"%////4,0"7A" THAN OR EQUAL 10 SHUTTER SPAN. m 62-1.60"11.01 5.0" 7.0' 160"12.5" 6.5" 3.5" 0.0" 10.0"10.0^ 5.0"7////4.0" 7.0" .• 9 • 70 16.0" 9.0" 4.5" 6.0" 16.0"10.5' 5.5" 3.0" 4.0" 8.0" 10.0" 5.0"/�///4.0" 7.d' 3. SEE MOUNTING SECTION DETAILS FOR OF CONNECNONTYPE. ;. g 1.. trio 19.d'I 5.0"O• ,../4,0" 7.0" 10.0' S.0"y���4,0" 7,0" 10.0" 5,0"St,4.0• 7.0" 4. EXISTING STRICTURE MAY BE CONCRETE.MTN C•90 HOLLOW CONCRETE o BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER q) $E 1 1/4"ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE _ ANCHOR TYPE BASED ON TYPP.OF EXISTING SIRIKZL:^E AND APPROPRIATE ANCHOR V7/7/8"EMBED 6 Cl I C2 tl 14 C5 a f2 n c4 C5 Cl ¢C3 cA c5 CONNECTION T/PE.SEE CONNECTION RETAILS FOR IDENTIFICATION OF 1/4.20 SS MACHINE SCREW 43 16.0"116.0'16.0"16.0"16.0'7.16.0"16_0"11.5"16.0"16.0"160"11.0" 7.0" 11.0"16.0" CONNECTION'TYPE, (3000851741N CONC) 53 16.0";36.0"13.5"16.0"160"16.0"14.0" 8.5" 13.5"16.0"160" 8.5" 5.5" 9.5" 12.0' 5. AU.CONCRETE ANCHORS SHAD_BE INSTALLED TO MOH-CRACKED CONCRETE A 62 16.0°116.0"10.5"16.0"16.0"16.0"11,0" 7.0" 11.0"16.0"160" 8.5" 5.5" 9.5" 12.0" ONLY. ..1=C3 `70 160.15.0" 9.0" 14.0"140"16_0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5" 12.0" 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0"1 8.5"15.5",9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"160' 0.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT d - 2.5/8'MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS 5511 AP•IN - o ...nil WI 1/4.20 SS BOLT AND Cl C2 C3 C4 C5 Cl COC3 C4 C5 Cl ClC3• C4 CS ,111 �._._ _-.. S 1"EIC) (3D00;518101 a7_16.U'16.0"t,�.0"16.0"16.0"16.0"14.0"D,,.60"12.5"16.0"14 0" ?,5" 5.0" 8A' 11,5" 7. WHERE EE LD VERIFY G STRUCTURE IS V100D FRAMING,WOOD FRAMING FRAMINGONS a 317..1 Corm) 53 1t 0_16;0' 9,5" 14,0"160"16_0 9.5" 6.0" 10.0"16.0"115" 6.0"•4.0" 7_U" 8.0" VARY.FIELD THAT FASTENERS ARE INTO ADEQUATECWOOD 33 99 69 `62_RAF 1z:5" 9.5"32.0"16.0"ia,S' 7.5"5.0° 0.5" 1L.5"ILS' 60` 4.0" 7.0" 6.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR gM il I !• � _-_ 70 066..0"10.0" 6.5"10.5".16.0"12.0"'6.0" 40" 7.5" 9.0" 11,5" 60" 4.0" 7.0" 0.0' SIDE CLOSURE PIECES, g q al q Iiw_1.1.5,s.0 4.D" 7.0^ 8.0"111.5" 6.0" 4.0" 7.0" 8.0" 115' 6.0" 4.0' 7.0" 8.0". B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SND FRAMING,FASTENER uu R O _ 3.1/2"MDI EDGE DISTANCE SHALL BE LOCATED IN C NTER OF NOMINAL 2"x 4"(MIN.)G SCREWSOOD STUD.SHALL Lid d 1/4'POWE4LS 5511 AN IN EDGE DISTANCE IS ABLE FOR WOOD FRAMING. lh W/1/4-20 S5 BOLT AND CI T Cl I C9 C4 ' C5 CI Cl tl Cl CS Cl C2 CT CA C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. • TI 1'EMBED(300089 MW 43 16.0"16.0"15.0"16.0"160"36.0"14.5" 90" 13.5"16.0^110_7.S' 5.0' 9.0" 12.0" g,, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADSIN CON") 57 16.0"166 0' lOS'15.0"160 16.0"10.0"e_s' 10 5' 16.0"12.0" 6.0^ 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER q --�,.� 62 16.0"13.0" 8.0"_12.5"16.0"15.0" 6.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 9.5" HEAD(SIDEWALK BOLT),LION. a m' .Eta = 70 16.0"10.5' 7.0" 11.0"16.0"12.5' 6.5" 4.5' 8.0" 9.5" 12.0' 6.0" 4.d' 7.5" 0,5"_.-_ ®i DESIGNATES ANCNOk CONDITIONS wHTCH ARE NOTACCEFTABLE USPS. �•19 _ 00 12.0" 6.0" 4.0' 7.5" 8.5" 12.0" 6.0"4.0" 7.5';8.5' li0" 6.0" 4.0" 7.5" 6.5" T MIN EDGE DISTANCE = DESIUT GN TES%BASHANCR Wt 6NWHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, E 612 SMS W/2'EYEWALL Cl C2 tl CO I CS Cl C2 CO' C4 C5 CI C2 C3•'CA ••CS calIONNFRVOLDINaloOPS ARMOR INSERT W/2'EASED 43 15,U"16,0"11.5 14.0"16.0 260"16,0" 7.5" 10.0"16.0'16.0" 9.0" 4.5" 6.5" 135". 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN AN2101 SCHEDULE. ' 15-2339 (2000631 MIN CONC) 53 16.0 16.0" 9.5" 11.0 16.0 16.0"11.5" 5.5" 8.0' 16.00"14.0" 72' 3.5" 5.5" 10.0" 11 WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT RE USED TO mum • f- 62 16.0"15.0" 7.0' 95"1160"16.0' 9.0' 4,5" 6.5" 14.0"14.0" 7.0" 3.5"5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL ow.aesa+WDaNI 70 16,0"12,0" 6.d' 8.0" 16.0"34.5" 7.S' 9.0" 6.0" 10.5'14.0" 7.0" 3.S' 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK '100 14.0" 7.0' 3.5" 5.5" 100"14.0" 7.0" 3.5" 5.5" 10.0"14,0' 7.0" 35" 5.5" 10.0" - 012 5115 W/2.75"EYEWALL 43 16.0"16.0"16.0"16.0"16.0"10.0"16.0"10.0"14.0"16.0"160"11.5" 6.0" 9.5" 16.0' a ARMOR INSERT W/2S 53 16.0"16.0"12.0"16.0"16,0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 0.0" 13.0" • '�9 G EMBED(20D0ps1 MIN COOL) 62 16.0"16.0"9.5" 13.5.16.0"16.0"11.5" 6.5" 0:5" 16.0"160"9,0" 5.0" 0.0" 13.0" /�\ 70 16.0"16.0" B.0" 11.5'16.0"16.0" 9S' 55" 8.5" 14.0"160"90^ 5.0" 0.0" 13.0" fir,/) 300 16.0" 9.0" 5,0" 0.0" 13.0"16.0" 9.0" 5.0" 14.0" 13.0"140' 9.0"15.0" 8.0" 13.0" J • *K .. 1'A 3/4"H1N EDGE DISTI6(CE t - 7/4•NLN EDGE DISTANCE „ _ •'' 57'L2. � ;"� G _ .�"_...CU(U1Hmfi ^.',,. gnHsis:iR. mauTmmiiE." - 3 Spm-Vn T*3% §.wnoo ioarol .. sppayR_RAI.!...,',5114.5117 .. ,cam 1! . AROMA • LOAD(psnICNOR 1OgO cOPT1 TWO COIR TM COM rnE i Sat• I i s II u1C1IC3 CI CS CI C2 ClC3 cocaIis CI ex • : (P'0 et ,a !C3! talcs CI I C2 * C31C4 : C5 cf ! C2IlaIw ���/p fl' 1.e'•; 1/4'LAG SCREW OR 11ANGIR�7 ,16_0'316,�tf10'1549'160.16.0".16,0"16.0' D3' 16.0'I40'16.0"116.0 i G6" 16E IH^EtCO pmaNATE 33 70.0.116.0'16.0"114317 360"143•!16.D10.r 16.0'116.0'}6.0"176,0"16,0"123.*s.0^1 f,t BOLT WITH 1.5'NW 7161EAD 40 16_7 40"16.0"11.7 167 1&0"167 mere., 163'10.0.12.2'•16,0' 4.4' 10.1" panto,HALE,ORPLUS)W//B 16.0'1163'16.0'!163"16,0"347!16.7110.7 10..116,'10.7116.7110," 0.04 69'• iul U's 1 PEIIEIP.A1l011 .62 14.7 140'16.0" BSS' 160`id,0"17.8'16.0% G' 10.7^33,4.9.4",j:U.�+!�.4' 6A„ 1-7/6"MIMED .r2_16_D' 6.7 160.175.5,"161x, 1.0`1163'160"113" 16,0"16.0",1J.}"163'6.1!10.2" (9 : ag .I $ Its 'X76 {GD'16_0'163" 6B' 163'14.6 9;4 1 45'32' '7.4" 109' 61 ~109.177' 47' 63011212110210. 76 76A'�163112.6"163"16470.9^160'_6.T 1117 16.V",N)1 t6A" a�'! 7.5; Z .5mg1� 90 16.0"140"116.*'5,7' 16,0`12.3"7.5"12.3" 3.1." 5.6' 9 t S.2&6 2.3 13.7' • * 90 16.0' 160 10 5 140'160.115160' 9 0"•B,9^ 116. 01 17 T�i24.• S 7' Q q 105 140"14.1".160"' 4. 77.7'10.6 b.l'fr_03�' 7.6^ 4.5" ,OZ 43' .0"7 3,0",�3.0' . 705'16.0';140,"1611 0.0 y16.B i66JD` 99 7 1i,6�,0"n.e''7,1. 115';'6,' 113' 7,S" ,'1.0' w GI Ium m i N • Q •120 16,0'22.0' IZ'-9.7'�'9.2" 5.2"11(6"'7.7' ].7'�69"x7ti' 5.6'✓„O,.'��'7.6` 120 160`IG.O'16a't 7.7'FC4A'106.1,B.Y'7q.7' ....Lr 9.9',11.0''5.0'. 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ANCHORS SHALL OE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1_8 I8 s ill RECDHMENDATIONS. - NI u1� 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR 5W1LL BE LOCATED IN CENTER OF NOMINAL 731041N)WOOD STUD(La,3/4'EDGE DISTANCE IS �_� AO:WASTE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BEIUSVALLEDTONON•CRACKEDCONCRETE ONLY. . • . ' .. jig d,$ 1 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN MOWNSCHEDULE. , kli MINIMUM EMBEDMENT MD EDGE DISTANCE EXCLUDES STUCCO,6010 MUCK,AND OTHER i WALLFII116HES. 5, ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPAILSAHD PRESSURES iii,pi .INDICATED Ill SPAN SCHEDULES)SHALL APPLY.6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONSMAY VARY.FIEWTOVERIFYTHATFASTENERSAREINADEgUATEWOODDFRAMINGMEMBERS,NOTNITO ':aQ1 PLYWOOD. 11sKmrtaRVa 10100a7E, • U.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OP THREADS IN BASE *MOHAV OR AND MAY E EITHER A PAN HEAD, HEAD,OR WATER HEAD('SIDEWALK(BOLT) 15-2336 LANA. 37. 02X2 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ae4ae. • 1- LI. * DESIGNATES ANCHORS WHICH ARE REMOVADLE AND NAY BE USED FOR DIRECT 0155.0.75171103010 MOUNT INSTALLATIONS. 14,WHEN ANCHORING TO HOLLOW BLOCK,505 ORRIS SHOULD NOT OE USED TO DRILL 50U110 HDLLOW BLOCK,110R SHOULD IMPACT DRILLS BE USED TIT INSTALL CONCRETE SCREWS I , TO HOLLOW OWDE o ,