Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code OnlinePage 1 of 3 ,. l r lfi� , s r BCIS Home Log In i User Registration Hot Topics Submi[Surcharge `.Stats&Facts Publications FBC Staff .BCIS Site Map Links :Search F-4.M ._.. u ness$ Prod.uct Approval "( essi, USER:Public User '•>'' ," , I. . ar;is>An,;::rati:x�;.'s°.>Application Detail - -s FL# FL13757-R4 Application Type Revision Code Version2010 Application Status Approved Comments Archived Product Manufacturer Ta�wnand Country Tndustrles, , 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 Address/Phone/Email Category *Shutt 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 Frank L. B.ennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By - ORLANDO-L. BLANCO, P.E. Validation Checklist-Hardcopy Received Certificate of Independence Fl..3.3757Tt.Q_4es Irde ::,d` FL1.3757 R`. CO. rt Ind.r, Fs_.=-375:18-_C inde 3.-)d, Referenced Standard and Year(of Standard) Standard ' Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 http://www.floridabuildinR.orc/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 5/15/2015 Florida Building Code Online Page 2 of 3 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect R6 E2 ................._...................................................-._......_._.__......._.................... FI-1-3757 te^3 n _ r;: :• u Sections from the Code .Product Approval Method Method 1 Option D Date Submitted 10/25/2013 Date Validated 10/25/2013 Date Pending FBC Approval 10/30/2013 Date Approved 12/13/2013 Date Revised 04/21/2015 ___............ __.�_..__..__.. Summary of Products FL# Model, Number or Name IlDescriDtion 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes rL:?t7 7........JR4.,II...........H.:>�f _._ ... 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 _(-__?75'i R- AEl._y:<`-_R�_. :[,.[_¢f span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. J13757:2-7--l' 11 6R7Streamline;Shutter-:_- Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes ==4._3.3757 R4 Ii 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 -1.1:5757 R4 AE. Eval Rot::.rxi' span/pressure combinations and additional limitations of Created by Independent Third Party: Yes :use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level I "E"for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use.in HVHZ: No Fi_13757 R; 11 dwo13757.3.odf Approved for use outside HVHZ:"Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, =1.7.37 57 R4 AE Eval rot 1.3757.3.cdf anchorage,etc. Created by Independent Third Party:Yes "Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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: httn-//vvww floriflnhiiildin o,_oru/nr/nr anndtl_2sna?naram=wCTF,VXOwtDavgk7vHMuovb..- 5/15/2015 j11111111II1i111„�' 6. 8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE. O' INTERNATIONAL BUILDING CODE gBC)AND INTERNATIONAL RESIDENTIAL CODE Q11%THIS SYSTEM UNLIMITED WIDTH �F�'• N�.'1& MEETS MISSILE LEVEL"D"AND INCLUDES WIND ZONE 4&ESSENTIAL FACILITIES AS EFINED IN 1 ASTM E1996-05. SECTION 1 �� •��/D �( Q�.�� 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED.PER SEPARATE ENGINEERING IN-ACCORDANCE-WITHJ±E-CQVERNIMG+� �PRESSUBE TOPTRACK -_ REIp REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-SO AND CHAPTER 1609 OF THE 2010 i51� FLoi2IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN uJ = a PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. z = g 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM <¢ (9.a E1886-OS/E1996-05/E330-02. a ¢w (9.6 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z X N 0 9 w. SAFETY FACTOR.. Lu 4 - 5. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND PLAN VIEW W w w m LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. m 3 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE z o o: - DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a 5 o w WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.65 SHALL BE USED. 7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC u SITE. z 8. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL z¢ ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER N61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE pA{3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR d VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM i`�•! (V� �Ir,E�� a, THE STRUCTURAL SUBSTRATES DETAILED HEREIN. y 10. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL. DOCUMENTS. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND HURRICANE PROTECTION __ O s 9 g SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE -BOTTOM = u¢ B°s DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. TRACK E 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUMG t •. o INFORMATION: LOCKING MECHANISM,SEE `J\ TOWN&COUNTRY.INDUSTRIES1'' 3 FORT LAUDERDALE,FL TYPICAL PLAN VIEWS c g MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL ACCORDION TAS 201,202&203 FLORIDA BUILDING CODE APPROVED 1 SHUTTER ELEVATION 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 251 N.T.S. EXTERIOR ELEV L 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A TABLE Z: lam E 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. MINIMUM SEPARATION FROM GLASS . 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR 's BOX LOCK AT CENTER OR SIDE CLOSURE. NON-HVHZ ASTM WIND�� „ 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. HVHZ ZONE 4&ESSENTIAL N-5- f 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 91-59 9 H 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". FACILITIES SHUTTER gg ° � g 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS J 20. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE SPAN fill ABOVE-NOTED BUILDING CODE 5 30'ABOVE >30'ABOVE <_30'ABOVE >30'ABOVE x� - 21. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. GRADE GRADE GRADE GRADE Q , 22. SEALANT SHALL BE USED ON ANCHORS OR TTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. € 72" 2-1/4" 1-5/8" 2-318" 1-5/8" n TABLE 1: 99" 3-1l2" 1-7/8" 3-5/8" 1-718" v TABLE 1 NOTES: 120 4-118 2 4-1/4 2 a .6 ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2" jig SPAN SCHEDULE SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: � e MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED N D AS ALL LO COUNTY AND R THAN D COUNTY FLORIDA. COMBGHTnWXLBENN4100P.E POSITIVE NEGATIVE 2. WO-N--HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 2. LINEAR INTERPOLATION BETWEEN SHUTTER i'[O a. 10-TCM-0002 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A scALEI - 03 (PSF) (PSF) DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DEECRIPTIONI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL - 72" 100, 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' 4 99" 70 70ABOVE GRADE. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 53INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144" 43 40 E1996-06. \11111111rr1rr rr°rr PROJECTION VARIES F,y''•' }} -{ 2.874" � 4.874"MAX. •1A'L� 2 _ II = b: o 0.125" -n• S - ° 1.708" 0.100" :n 1.706° 0.100" .N cP•. N I • .. .: 29 0.195" 0.096 L. 0.195" �- 2 820" �' •• Q o N •' ' 0.125" r 0.062" 0.450" ry 0.080" -1.908'-) '�2 ®• �• \4 'T "o 't 1.830" 0.062 1.993 - -_I- 1 10 \�\ z .ate {IU30�._ _-__ f 143 OF143" tl:09U" ..�.^, ..� 200 0.060" 0.070" r 0.060" - -0.062" m -0.630" a >U.,'L 0.062" I 0.062" 0.200" 0.630" P. 0.630" .1 0,630" 0.06 0.062" Z < L7 .f-1.069"-I f---f 1 f .� .. r� m W �-1.069" j_ ° 1.069"-{ �---0.971" - 0.971"1 I I .0.200"� 0.062" 0" zll) N9 3 X 0.060". 1.070'1� 1-1.069"4 -{'0.062" w 5.745"MAX. 0.060' - NrL 3 J Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL 6 rLifTE IIFfiDER�s51[L °w V SC 1!E�HA1L.5 SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE �S C"'LETHALF`SfZCz' 'i a WHERE SHOWN;SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALLEXTRUSIONS a 0.874"H 2.655" 0.875" m n . T2.195" 0.510° .2.195" 1 230" � � � .� . - 1.229" 0.105"- 0.060" _ of 8 ~ m m o,77�5" 'IIj� N Cn Q ��� r � �z��m 1.069" 0.105" f I rNmi4.BM1" N ri . 4.518" d 0.105" I 1.069,. '0.105" 0.075" os,- -i; iv ' ...105° N �1 0.075"fL ���4.510" 0.994"{ 0.044" .c 0.783" '�- I I 0.075" -�" TE:TE�/O ESS a Efl } 4.510" } 3.506" BARE BARE METT IS 0.039'Ea.....O7 SILL Og SILL ADAPTER EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8gSTRC�°ALSAT/BLADE r SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE -SCALE:HALF SIZE SCALE hIALF SIZE"'""' ' q SCALE:HALF SIZE 9 G e$ 1 0.080" 0.477" 1.570"-} 0 510" 0,143" 0,143"- - _ 0.590" 0341" - 06 _ 0.070" 00 Fr .L0.245" 0 51 52 P 1.708"� 0.143" 0.096" 0.060"-tl-r 1- c 0.115" 0.080" 0.117" $� � P. 4.753" i 0.090" 4.510" { N g 1 -0.096"4 oleo" c' I 0.060 0,044" 02COPAiWNFF@dMLBENAIBBOP.E 27" 0.682" 0.630° 0.060" 0,693" 10-TCM-0002 s NOTE:THICKNESS OF BARE F 2.822" I---1-0.420" SCALE: 03 1 625" Y METAL W/O PAINT IS 0.039" °�r r. PAGE°ESCPIPTIONI E @6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL17y6 8 STARTER Ig WALL SILL CLIP tgb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF-St2E SCALE:HALF SIZE SCALE:HALF SIZE I,,,,"•FRA N ReD0RANK46 EN �IY1,•P. 149 r280��Jo' - -�}-0.125" 0.610" STAINLESS STEEL NYLON WASHER OR a; 2�••• T ASSEMBLY 0.4 0° ALUMINUM - 0.320"W HOLE x0.050" I`- 0.357" ?cn: ,9 " 0.276"{-E }N o - NYLON `?'O voi w voi #10 x 2-3/4"410 HT S.S. I IIy - y O o - 0.880' 0.05 WHEEL "u a °o� INSERTS - SCREW W/TC ULTRACOTE T�' 0.591" IIp INTO COATING rn Tr •�¢� LO Al n *o`` TRACK (TYP TOP&BOTTOM) ry 0.062" f- `` JJ------__ --- - NYLON BUSHING W WASHER - II _ - - I 73 �0 �.2ll- ZNZEBIS2R7IlINL7Oy-M 70x .J I o SI�L�R 0INT AT TOPI"@ - ' _ 37, - -- W 3 =° - �:'y CYLINDER-SOLID BRASS,NICKEL PLATED 7/16"0 x INTERIOR JOINT 60TT0 W U M 1 g .ANGL EITHER CAN BE USED ON EXTERIOR Z'' OASSEMBLY - HOUSING-ZINC DICAST,POWDER COATED Q�'�Z o scFL6 niF slzE 24 BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT U' L--.;,+' SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 26 Z� r m W OR KEY SCALE:HALF SIZE SCALE:HALF SIZE - wW j f Daso" 23 BR7ASS�19F 3 3 ESCALE. R0.155" O tE 2.125" a R0.500" 4,000" 0.236" 1.742 0.286" 1.603" 0.500" 1.224"-- 0.267" 0.790" .620.090" 0.319" 0.531" 0.531" m 0 cl 0.064" �6 n _ d -2.250" II • 0.09 .� 0:250" o 0 6 0.607' 0.607" II m - 0.116" '1 Y T- 0.224" 0.239" 0.4 1.758" lNIr; m o 2 0 A �, 27 RAINGUARD 28 DECORATIVE FLOOR TRACK g,g7g SCALE:.HALF SIZE F LE•HAL•F^SIZE`-•- 0.160"-} - 0.222"-( t- 0.240" _ y - 0.062' 0.062" 0.062" 0.176' \ t7 a 30 yUNlMA7ELOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE RACF`SIZE�' O SCALE HALF SIZE O SCALE:HALF SIZE - a 1E"3 0 T 4-0.062" 5.500"x 13/16"WIDE' �--{'0:400"167" 7/16"0 STAINLESS I o� STEEL NUT 1 30 _ .. m Q 0� b TYP. I „ s n` 0.438" 0.188' 5/16 18x1 MACHINE SCREW N n I 5/16"0 INTERNAL STAINLESS STEEL r N - 0.121" ��^�a x 4.500" }---}0.689" P DER COATED ZINC D - THREAD t - SECTION A a v HEAD STYLE VARIES1.050 Qe� DELTA MODEL 2022 3g: TOLgAP1 ER 3 T-SCREW.INSERT 38 THUMB SCREW INDUSTRIAL SYSTEMS •r SCALE:FULL SIZE SCALE:FULL SIZE ^ m 4OD 40b 4OC ¢ D` 1 (OPTIONAL) 0 0254 OO 3rj BOX LOCK SCALE:.HALF SIZE SCALE:HALF SIZE - -1- �t�T f2.000" { 0.125" -.•c. 64 i 1 1 0.125" SCA HACFy51ZE;" 0.05."1 - 0.093" --. �: 0.125" 4@ hO.OBS" tle ^ o 0 0.125" WPMGHIBWML.110"moopl. o.zso^ o N o 0.093" 10-TCM-0002 0.085" SCALE, 03 1 L -fl__ vave oesca:vnvN: F � 7.000" I 9 V 2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093 ANGLE 25 2"x3"x0.125" ANGLE 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .� SCALE:HALF SIZE IIIIj1111111111111,1•• ANY ANCHOR PER ANCHOR EDGE DIST. .�•. SCHEDULE @ 18'O.C. EXISTING DIST. GLAZING _ SEE END STRIP - SCHEDULE FOR MAyY. 9 ' A .ANGLE EMBE y�oz SPAN WHEN USINGT 9'.• ••�= ' LEGD'RECITON Q p 20,40a,40b OR 40 - EMBED. 17 ~ (INTERIOR) II II tl F 1/4" OR 6.8 STARTER F _iMAX• WITH 21 oR 25. ._. .. MIN.d.062"THICK 6063-T6 ALUM. _ _ - -_--30—- _-__-� ____ r(ANGLE1 T. "x-5°'fdh5� _.__- _ _ - ._. . _� �u•-35-(.1� _ DIST, FASTEN ANGLE TO TRUCK W/ Z >U' (9 a 38 ANY ANCHOR PER ANCF.IOR I (2)FASTEN N SCREWS AT r11 Q SCHED L'E @'18 O° 'C:�-'�' CORNER,TOP&BOTTOM'AND U a W Z AT TO 6.8 STARTEf(W/ 13 13 13 it12 x 1/P'GALVANIZED OR Z N 13 #1 x GALVANIZED OR S.S.SMS,- .a 9 3 u 30 S.S.SMS,3/16"0 ALUM.POP Qf W n 6.80"ITYP.) 3/16°0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE ' USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOLT LL NUT @ 18"O.C. U) (EXTERIOR) 5/16-IB�UMB SCREWINTO THREADED WITH 6.8 STARTER AND ANGLE ANY TRACK W/ INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN SCALE:3"=l'-0" 1"HEIGHT. 1"B!0(2.7") 62 108" , 72 100" p 4D 82 94" - 3 USE(1)BRASS PUSH LOCK 112 80" y OR(1)5/16-18 THUMB 112 SCREW I O THREADED LOCKING DETAILS FOR 2"B/0(3.7") 82 95" SEE END STRIP INSERT 37 AT 1/3 SPAN CENTER MATES 72 88" w TO 2/3 AN FROM SHOWN ON RANDOM 10 82 83" SCHEDULE FOR MAX. v y E BOTTOM OF SHUTTER. z�T ry SPAN WHEN USING 1Y NRECEIVING HOLE SHALL BE 30 13 DETAILS 3'8/0(4.7') 62 72 866" F 20,40a,40b OR 40c, =4w 2* c 3/8"MAX WIDTH,UP TO 4° 82 74" 1 4" OR 6.8 STARTER �y N m ¢'^ m 1"HEIGHT. h - / 1�1 E a p m 30 ALT.1"Bf0 62 110" (b _. MAX. WITH 21 OR 25. ov F� (2.7') 72 102:, O N 1 R44 2D 112. 81" \ 40 40 USE APPROPRIATE U 132 75" ` STARTER STRIP TO m E p 3 - - - 1.5"x3" 45 93" 406 20 PRONDE CLOSURE E d 73 x0.093" 52 87"57 83" FOR BUILDING CONDITIONS. - .E 3 23 21 fi4 78" FASTEN STARTER STRIP v s E I (INSIDE) 71< 3 73" TO TRACK W/(2)1110x1" d 2"x3" 45 139" SCREWS AT CORNER,TOP H x0.125° 52 129" ALTERNATE END STRIP DETAIL &BOTTOM. ow 57 123" ANY TRACK W/SCREW60 SCALE:3" 1'-0" 13 a 25 64 126" BOSSES. 70 111" Y a¢ 73 109'. d Li3 SILL E N n W FOR GREATER SPAIIS OR LOADS THAN 'n I O I 511OWN IN END STRIP SCHEDULE,END STRIPS REQUIRE A 1"XI'.D90"CLIP ANGLE •••3 g®5 5 (n HID SPAN USING ANY ANCHOR ON THE EXISTING GLASS � 11 npg tt O Z ANCHOR SCHEDULE&914x3/4-TEK CC DR6 l5i 13 SCREW OR I/4-20 DOLT T D END STRIP. y g&a g I USE(1)BRASS PUSH LOCK 30 ^ow USE(1)BRASS PUSH LOCK (INSIDE) v1SSS OR I11 5/1fi-18 THUMB a a ei OR 11)5/16-18 THUMB SCREW IAL�O THREADED 30 13 ��a SCREW DO THREADED INSERT 7 AT 1/3 SPAN 2:aa INSERT 37 AT 1/3 SPAN SILL x TO 2/3 TO 2/3 5 AN FROM �u'ia BOTTOM OF SHUTTER l/ BOTTOM OF SHUTTER. (OUTSIDE) RECEIVING HOLE SHALL BE Y 3/B"MAX WIDTH,UP T € 1"HEIGHT. 23 Y 0 TYPICAL OUTSIDE CORNER CLOSURE 3s 30 wR DETAILS WO/CORNER POST -�- A LL NTS CCIo_TRANKLEDWRDDPB 13 30 13 15 13 23 10-TCM-0002 (OUTSIDE) g SILL p431 32 SCALE, 03 USE(1)BOX LOCK AT 1/3 PAGE DESCRIPTIONI SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY S NTS �Qiw SCALE:3"=1'-0" a s a . - a\\IN1111rrrrr,r,r . ANCHOR SCHEDULE: CONCRETE NKLE 5, 2.5"MIN EDGE DISTANCEiP rJ SnansiUO To: - -SDanx Up To 8'32' Spans Up To 12'-0" O ANCHOR LPsf) CONN TYTYPE '� ONNeTYPE�'" CONN TYPE y 6l m _ CI .D2i C3 C4 .qS C11Y ,1 C3 C4+ ,;CS-r Cl C2 C3 C4 CS 1(4_TW TAPCON OR ELCO '``-43% 16.0"16.00 5.0 16.0"1 ''_ 6!0 ¢(D! 9.0" 13.0' 16;Q'1( 6.0" 9.5" 5.S' 8.5" 14.5" 1' ULTRACONIWIYItx]3/41, 5 16,0" 10,5 i4."F 16.0"16.0'12. 7 0 10.5"16.0 15_0" 7,5" 4.5' 7.5" 10.5" ry29 q b IV m,•• EMBED(3192ps1 MItJ CQf ) 62 1G.0"16.0 8.5" 12.5"16.0'1fi.0' 9.5" 5.5 8.5' 15.0' 15.0" 7 5' 4.5' 7.5" 10.5" - I� o a 70 16.0 130" 7.0' 110' 16,0 155' 8,0' 50 7.5' 115 15.0" 75 4.5 7.5' 10.5' / 8 COMBINATION ��/� I „ 1 „ 225- 2 x S IT YP.)_ .-__4 L __ -T 1/4'.MILGENIUMIMILEFAS�-=43-15;0_15.0`15: 16.0_16:' 16 M 16. 0 13;5'•112 16.0'°B,�S:5'_-9;0-13: - _ - -- _ - V. WITH 1-3/4°EMBED(3275ps1 53 16.0'16.0"11.0 15.0"16.0" 16.0' 11.0 7.0' 10.5' 16.0"13.5" 7.0' 4.5" -7.5 9.5" W •?:p. MIN CONCRETE) 62 16_0"15.0' 8.5" 13.0"16_0'16_0' 8.5" 5.5' 90' 13.5"13.5" 7.0 4.5' 7.5" 9,5" O _� j U S�'W a - - _ 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.D" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" 3 Q 9 U' 100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" ,c m$z$ _-- _ - 1/4"ELCO CRETEFLEX 554 43 16.0"16,0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" 3 1 x 5(TYP.1 2 z 5 ITYP.) _. - W/2"EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" - W� W CONC) 62 16.0"16.0 12.5"16.0"16.0" 16_0"12.5" 8.0" 13.0"16.0" 16.0"10_D" 6.5" 11.0"14.0" U11lltTe 70 16.0"16.0"10.5"16.0"16.0" 16.0" 7.0" 11.5"I5.0"16.0"f 0.0" 6.5" 11.0"14.0" - 100 16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" lop W V 1"MIN EDGE DISTANCE NOTE! "S"INDICATES ANCHOR SCHEDULE SPACING. ,10� a c1 cz c3 C4 cs c1 C2 C3 Ca c5 c1 cz c3 ca cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5"1 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9,0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY - EMBED(3192psIMiNCONC) 62 16_0"15.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE(a WITH _ 1 mac¢ 70 16.0" 12.5" 4.0" 5,0" 16.0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY -- - .. LL 100 14.5" 7.5" 10.0"19.5" 7.5 10.0"14.5" 7.5" 10.0" 'Dig Y - 1/4"MILLENIUM MILLFAST 43 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.5" 9.5" 16,0"13.0" 7.0" 4.0" 6.5" 10.5" W 8 WITH 1-3/4"EMBED(3275p1 53 16,0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" 5.5 7,5" _ ANCHOR NOTES: - - 1 e MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0" 13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5" .� 70 16.0" 9,5" 5.5" 8.0" 16.0" 11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y ¢m ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE j c m _10-0110.5" 5.5" 5.5" 7.5 10.5" 5.5" 5.5" 7.5" 10.5" 5.5' 5.5 7,5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pa K In z 1/4°ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE _ o 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, - O_m-,Z v ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS Cl C2 .1 C4 CS Cl C2 C3 C4 C5. ANCHOR TYPE AND EDGE DISTANCE,SELECT DESIGN LOAD GREATER THAN OR v e 1/4-20 55 MACHINE SCREW 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER Q (3000ps1 MIN CONC) 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 6.0" 10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E w d •� 62 16.0"11.0" 5.0' 7.0" 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. �Y/..: o 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" 7,0' E �+ u 100 10.0' 5.0" 4.0' 7.0' 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0' 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE 4.w a o S BLOCK OR WOOD FRAMING.REFERENCE EINCHOR SCHEDULE FOR PROPER 1/4,ALL POINT SOLID:SET 3°MIN EDGE DI NCE _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE „°l, ANCHgR1W/�7/B�bMT1E0& Cl C2 C3 C4 C5 Cl C2 C3 Cor. CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF i y .1/4 20 SS f1ACf11NE SCREW 43 16.0"16.0"16.0"16.0"16.0' 16.0"16_0"it 5 6:0':16.0"16_0" 11.0" 7.0" 11.0" 16.0" CONNECTION TYPE. o. (30f)Opsi1M1J � 53 16.0".16.0 13.5 16.0"16.0" 16.0"14.0" 8.5" 13. 16.0"16.0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"10.5"16.0"16:0"16,0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. ••� 70 15.0" 9.0" 14.0"16.0"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 F 100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" B.5 5.5" 9.S' 12.0"16.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT d 1/4"POWERS SS DROP-IN 2-5/13"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 6 W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS FINISHES. a , S 1"EMBED(3000psi MIN 43 16.0"16.0"14.0" 16.0"I6.0" 16.0"14.0" B.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0__11.5" 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS ��Co 53 16.0"16.0" 9.5" 14,0"16_0"16_0" 9.5" 6.0" 10_0"16.0"11_5" 6.0" 4.D" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING 8`� ---- MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 8 �. •LR'"'I- .,, 62 16.0_1,2., .0"12.5" 7.5" 12.0"16.0"14,5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. 5 �''�-ill 70 16.0"10.0" 6.5" 10.5"16_0"12_0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" B.0" u ' 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4,0" 7.0" 8.0" 11.5". 6.D" 4.0" 7.0" 8.0" - B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2°MIN EDGE DISTANCE C, SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" $ 1/4"POWERS SS DROP-IN _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN , LAG SCREWS SHALL W/1/4-20 SS BOLT AND Cl C2 -C3 C4 C5 ClrC2C3 C4 C5 Cl C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD.1"EMBED(3000p51 MIN 43 16.0",16.0"15.0"16_0"16.0"16_0" 13J5"160"15,0" 7_5" 5.0" 9.0" 120"CONC) 53 16_0"16.0"10.5"15_0" 16.0"16.0" 10_5"16.0" 120" 6.0" 4.0" 7.5" 8.5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS TNBASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER --- 62 16.0"13.0" 8.0" 12.5"16.0"15.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N.u 70 16.0" 10.5" 7.0" 11.0"16.0"12.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5"100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5' ® ICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR CONDITIONS WH k® Z"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINES a d ,$. P #12 5M5 W/Z"EYEWALL cl C2 C3 C4 CS CI' C2 C3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. CONRIOM FRANKL BEN*J=PE ARMOR INSERT W/2•EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps1 MIN CONC) 53 16.0"16.0" B.S., 11.0"16.0"16.0"11.5"-5.5" 8.0" 16,0"14.0" 7.0" 3.5" 5.5" 10.0' 1O-TCM-0002 5 62 16.0"15.0" 7.0" 9.5" 16,0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCALE: - 03 DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT'DRILLS BE USED TO INSTALL PAEe DescRlrrlpnl 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4,0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK E 100 14,0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" ti 12 SMS W/2.75"EYEWALL 43 16_0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"I6I6^0"16_0"11.5" 6.0" 9.5" 16.0" ar ___ ARMOR INSERT W/2.5" 53 16.0"16.0"12.0"16.0"16.0"16.0"15.0" 7.5" 11,0"16.0"f 6.0" 9.0" 5.0" 8.0" 13.0" Y EMBED(2000psi MIN CONC) 62 16.0"16.0" 9.5" 13,5"16.0" 16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0 13.0" 11 70 16.0" 16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" (`(o JII �' 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" ,"1: NK 8 ��P.E.-_- Cl CONNECTION TYPE 4s REFERENCE ANCHOR EXISTING HOST �0" SCHEDULE FOR MAX. STRUCTURE ``,�Gj•• SPACING 7. i' Cl CONNECTION TYPE f MAX, A 1/4-20 MACHINE BOLT cam:O a \ REFERENCE ANCHOR 1/2' W/NUT(M 12"O.C.OR 2 A SCHEDULE FOR MAX. 014 SMS(ul 6"O.C. P- p e SPACING 1/2 (TYP.TOP&BOTTO M)�2L''Y " j ^7 ALUM. TUBE " 1 2� Z == co 2 FASTENERS rc�n .�-I�y� 6063-T,6 ALLOY ,. YrVJ 'cy' EACH ANGLE .. >,• F -_ i�', 4C SEE.TABLE.A FOR SIZE. __._ I l7 v: (S1pROR/ qZ F _ - q ui 1� 1' x Z"x 1/B" - - II I ALTERNATE THRU BOLT -- 2 j ( - 11 OR 2"x 2"x 1/8" 1' �—Cl CONNECTION TYPE _f�� ' ALUM.ANGLE r1 ___ REFERENCE ANCHOR MIN.GLASS w¢o o Z Q QUQ a t' SCHEDULE FOR MAX. SEPARATION 13 F u L7 W w Z o z IN THREE 3/16.0 ALUM. c k " SPACING PER TABLE 2H¢POP RIVETS ORGLASS = ¢m W WTHREE 1i12 SMS,TYP. I I I OR ODOR X A t¢- NPOPRIVE 12 TABLE A(CC3) 17P.)S —- �// ATFRS OR 6 0R a PRESSURE VS ALLOWABLE LENGTH ` �3OMAY USPSF 2NoB%�B" 3"x3"xl//8"' `—` MNOB/0FEMALE wo62 130' 188" 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN C5 CONNECTION TYPE ���YgjEGONNEC1T16GUIDE TO BUSHING 72 124" 179' TCLOSURE DETAILS REFERENCE ANCHOR REFERENCE`ANCR r-° _, WASHER(TYP.) rn y 82 1191 172" NTS SCHEDULE FOR MAX. SCHEDULE FOR MAXts 92 114° 165' SPACING iI I �a g 102 110" 160' ===J 4114x3/4• SMS @ 9"O.C. I-�,3 m / ANGLE TO TUBE CONNECTION ' ' m 120 104° 147' 150 97^ I. TABLE B(CC4) EXISTING HOST EMBED. 606376 ALUM.TUBE o� m� 20D STRUCTURE O Zm s 88" 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE � a z F P5F WITHYX WIITT}Ix1/�O EDGE DISTANCE REFERENCSCHEDULEEANCHOR u FOR MAX. d SPACING 62 113" 166' 72 I07" 157' FASTENER(aT 18"%C O ALTERNATE BUILD OUT MOUNT SECTION = 3 5 (USE ANY ANCHOR SHOWN Cb a c 82 101' 147" IN ANCHOR SCHEDULEI. SCALE:3"=1'-0" v 92 95" 139° o A 102 90" 132° S 120 83° 122" - 150 74" 109" w � 200 6A' 94° 1. .090"6063-76 MIN.GLASS 13 w _" s 3/16 RIVET OR 012 SMS =Owo 18"O.C. OR 1/4-2 17 ALUM.TUBE TYP. o W EPARATION i Z u NUT&BOLT ITYP.I. ��� PER TABLE ut o1n� 3/16"0 ALUM.POP ¢a 2 T ALUM, TUBE RIVET OR 012 SMS �Q� GLASS X 0ZQ �g6g €BBB 18"O.C.(TYP.) Zww OR DOOR ¢ p¢I_ ���� ' IS 6063-T6 ALLOY C� g N E a s SEE TAB FOR SIZE.' 2"x S"x 1/8" a u 2 FASTENERS x CONTINUOUS d` EACH ANGLE ALUMINUM ANGLE 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 r POP RIVETS OR n` ALUM.ANGLE,TYP. - THREE 3/16"0 ALUM. ORIENTATION TYP. _ 17 17 17 THREE N12 SMS,TYP. EO ' 1"x2"xt/8" K I - OR 2"x 2"x 1/8•• `_4 GONNECTIpN!!T,yPE^. Bgdd,, pppppp o y 13 ALUM.ANGLE IST: REFERENCE AN c SLIM USE MALE OR FEMALE SPAC IN E f-OR MAX. � D 8 LOCK-SLAT fAPYBxM RWIXLENNxNOP.E 13 BLOCKIORNG CWOODETE 10'TCM'0002 scA4e1 03 x (OUTSIDE) EE'-1NSfbtI)SILL"�`iOmT:=SEG:TION PAaeoescRlPTiox: H12 x 1/2"GALVANIZED SCALE:3"=V-0" OR S.S.SMS,3/16"0 ALUM CC4 TYPICAL CORNER CLOSURE DETAILS SIDE CLOSURE OPTIONS NTS POP RIVET,OR 1/4-20 MACHINE BOLT&NUT SCALE:3"=V-0" (al 18"O.C. .. •'p L.�t1 NAR�rP,.E:..._ C5 CONNECTION TYPE -- REFERENCE ANCHOR EXISTING - �•'•, zo j SCHEDULE FOR MAX. STRUCTURE SPACING E"MAX. ' 0 0 ¢ 1/4-20 MACHINE B GLASS �0w^ GLASS- �w C1 CONNECTION TYPE Qom• OR DOOR F wy OR DOOR �� REFERENCE ANCHOR 19 W/NUT(u7 12"O.C.aF F:�+� .SCHEDULE FOR MAX. O 1t 14 SMS(m 6"O.CS QzSPACING y ~❑vxiww 1/2'• (TYP.TOP&BOTT-PPL%;• C)1 ' ' -13 x w Q•- 13 D= =J MN NIH. VI J GLASS F.z u 1/4"-20 THRU BOLT W/ EPARATIo Q=m Q q14 x 1/2"SMS(a7 12"D.C. EPARATION Z-Z tQ- ���2�• �', �.a LOCK NUT 12 O C OR PER X t- i �O E I" 16"0 LUM POP w M OR 6 _ �i �z —142 x-1/-2—SMS-(n1-12—D FE:S.E'ER— _ wk. OR 3/ A TABLE-2— S O� —�Ra-74rYm-dl+ll-i 1ABCE y: _� RIVETS�i"D.C. OR-1/4"0 —_ --RIVETS(SO--b"O C E 5 �_ =J�L�PrPUP"HIVE'TS-jnTTZ" _ Q V ��.� 7 , a _ OR 1/4"0 ALUM PDP RIVETS / m 11 AND 3O MN GLn56 S$ '(�12 O.C.E.S. / 1/4"MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 w 7 D U1 a Q LL lW'1 O9 AND 10 1/2"TYP,. GUIDE TO BUSHING PER TABLE 2 1-m=❑'- t(0 Z$ - _ GUIDE TO BUSHING . , m w w Y `$w 2 ASSEMBLY WASHER(TYP.) w WASHER(TYP.I __ _ WW go4 a / 1/2" 1/2"TYP. EXISTING CONCRETE, m GLASS. _ .. m�oNQ W .+W:��mii w 3 CONNECTION TYPE OR DOOR—ytt� w BLOCK OR WOOD FRAMING - II X z❑z EDGE REFE R ENCE ANCHOR Qw¢Q. w / 4 CONNECTION TYPE DISL SCHEDULE FOR MAX. g Q. p w m REFERENCE ANCHOR SPACING '�N /.1Pi0� % EDGE SCHEDULE.FOR MAX. Q a / DIST, SPACING AS SHOWN w _ - - 3 CONNECTION TYPE IN DIAGRAM ON PG.,9 N 5 IR 6 OR REFERENCE ANCHOR EXISTING CONCRETE, "� ❑ >�O 16 SCHEDULE FOR MAX, BLOCK OR WOOD FRAMING _ - 1/4"MAX. FROM PIN -\ SPACING.ALT.FASTENER r� - _ C1 CONNECTION TYPE /2 - GUIDE TO BUSHING ' LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION - y PIN GUIDE TO WITH THIS LOCATION B SCHEDULE FOR MAX. 5 CONNECTION TYPE 19w' Y SCALE:3"=1'-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR F8 m _ (TYP:) Q m I SCALE:3"=1'=0" SCHEDULE FOR MAX., n a m EXISTING CONCRETE, SPACING 8 / BLOCK OR WOOD FRAMI EMBED:. I, i. OD BUILD OUT MOUNT SECTION -�" EXISTING CONCRETE.'- 'SCALE 0" BLOCK OR WOOD.FRAMING L` NOTE:FOR DETAILS A.B.D•AND ON THIS SHEET, EDGE DIST EXISTING 4 CONNECTION TYPE STRUCTURE a v `s THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. m WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS W REFERENCE ANCHOR ;S•=CONNEfvTION!'LLYPEg�' A MINIMUM OF TWD SETS OF ANCHORS AND IS A 1 EO E SCHEDULE FOR MAX. REFERENCE ANCHOR - MINIMUM OF 12.LONG,THE SILL OR CEILING TRACK w 6 SPACING SCHEDULE FOR MAX. o USED WITH THE BASE TRACK MUST.BE CONTINUOUS - SPACING C. OVER THE GAPS BETWEEN SECTIONS:. 3 16 /1„RO L��11 •w 1/2" l�1''' ❑ _M GLA 55 ..w F ❑ p - OR DOOR MI'L I- D p _ 2 w H12 x 1/2"SMS 12" GLASS 13 j w w w w Q tl y �f Fw .@ EPARATI x Zum tiw77 tl !� O.C.OR 3/16"0 ALUM. PER. — vI ❑IA Q 13 F,w x m y H m D D POP RIVETS @ 6"O.C. TABLE 2 ❑Z H GLASS OR D IA w pp 4�� NxWw X MN.GLA T j m OR 1/4"0 ALUM.POP Q U Q DOOR =t-z N m MIN GLASS t3 -H Z x m RIVETS(la 12"D.C.--- L u w PER TABLE 2 XZ 0 Z F d° SEPARATION l7 ❑Q w .PER.TABLE 2 JC Z❑Z F- - p Qa _ o g g� g 1/4-20 S.S.MACHINE " a 0 Q O7 AND OO - 1/4"MAX.FROM PIN v w e SCREW&NUT(aT F vN ASSEMBLY 1/2" 1/2" GUIDE TO BUSHING - Q 12"O.C: _ Q TYP..WASHER(TYP.) w r H6 F pY GLASS w w m 1/4"MAX.FROM PIN n OR DOOR 1/4"MAX.FROM PIN m ❑ a tl X GUIDE TO BUSHING w —C4 CONNECTION TYPE 1/2'• GUIDE TO BUSHING 9 \X .Y WASHER(TYP.) EDGE REFERENCE ANCHOR - Q WASHER(TYP.) a S 6: .EXISTING CONCRETE;- DIST. SCHEDULE FOR MAX. �a MS t3 9 I E OOPYRfOMFHAN(LBOOIWOOP.E _ N BLOCK OR WOOD � SPACING A5 SHOWN -- -ONNEGTIO�y T�YPE FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCTIOR 10-TCM-0002 © OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. d SCHEDULE FOR MAX. SPACING SCALE: - - 03 3"x 3"z 1/4"CENT. 3 CONNECTION TYPE H12 x 1/2"EMS Lal 12" SPACING.ALT,FASTENER PAa¢o¢SCRIPTION: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"H ALUM. EXISTING CONCRETE; (MAY BE REVERSED SCHEDULE FDR MAX. POP RIVETS 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING - AS SHOWN DASHED) SPACING ' Ca BACK ANCHORS NOT REO'D OR 1/4"0 ALUM.POP WITH THIS LOCATION w RIVETS(la 12"D.C. r S O T SECTION O CEILING / INSIDE MOUNT SECTION aF �WABUILrDOLTiIE� „ p WALL MOUNT \-/'" 0" SCALE:3"=P-0" . SCALE:3"=1'- SECTION SCALE:3"=1'-0" O