Loading...
HomeMy WebLinkAboutProduct Approval s• BaS Home Log In j User Registration Hot Topic ; Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Ste Map Unks Search ■fit ' Product Approval USER:Public User ?'aduRApproval Menu>Product or Application Search>Application List>Application Detail FL FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I 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@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. . Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.odf FL13757 R6 COI Indep2.pdF FL13757 R6 COT Indeo3.odf i 1 Referenced Standard and Year(of Standard) Standard Year ASTM E1686 2006 I 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 R6 Eauiv Eauivl.odf FL13757 R6 Eauiv Eauiv2.odf FL13-1757 R6 Eauiv Eouiv3.1)df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol: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 R6 AE Evall.Odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.Ddf 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 R6 AE Eval2.Ddf 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"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 DwD3.1)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 R6 AE Eval3.Ddf anchorage,etc. Created by Independent Third Party;Yes Bach Next contact us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AAJEEO 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 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 emails provided may be used for official communication w@h 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: M o®99 Cmd t Card Safe 6.8 STREAMLINE SHUTTER ,111 !!(r FIVNKLBENNMOO�p.E. ,``ll � FOR USE WITHIN AND OUTSIDE THE HVHZ iic" q 'k GENERAL NOTES: ��Y; 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING LC NO PEO04654 CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI NAL BUILDING CODE RBC)AND INTERNATIONAL RESIDENTIAL CODE -UNLIMITED w10m [IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"ANb INCLUDES ESSENTIAL FACILITIES AS DEFINED IN AASSTtM E1996-09,SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION �'O srare OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALT.BE i t4 srATc O, � DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S Bw m R UIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLO IDA BUILDING CODE SHALL BE LESS THAN OR E?UALTO THE POSITIVE OR NEGATIVE DESIGN (( N C °D PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY ASSHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202 03 AND ASTM E1886/E199VE330, e 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM ED PRESSURES DIV t Y A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED q� ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UN SS FOR ALL WIND S OPTIONAL Ptah VIEW W CRIT ERtA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. �+ 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND W a li LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESEw' I m ' DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a 0 WIND LOAD CALCULATIONS 1N ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL RE USED, 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N a SITE: 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUA71ON AND SHALL x ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER A © n+ 61GiS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR h VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. rrl. ii. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS, z 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION Y OFFICIAL MAY REQDIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,St1;NED,BATED AND -BOTTOM y SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH.DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS�.{ER APPROVAL LOCKING MECHANISM,SEE s 13. EACH SHiiWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS OF o s INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION t MISSILE LEVEL D-ASTM E1886 E1996&E330 _SHUTTER ELEVATION a FLORIDA PRODUCE APPR202 OVAL NUMBER TABLE 2• �N,T.S. EXTERIORELEV 14. ALL EXTRUSIONS SHOWN SHALL B ' E 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. MINIMUM SEPARATION FROM GLASS 15, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/I6"S3 5052 _ ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR IiVHZ NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES r{ 17. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS RE UIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMWVABLE ANCHORS. SHUTTER I 19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 530'ABOVE >30'ABOVE 530'ABOVE >30'ABOVE 0 2 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE y 22. SHUTTER MAYBE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK. CE@ 23. SEALANT SHALL BE USED ON ANCHORS OR TTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-618" 2-318" 1-518" TABLE is 99" 3-112" 1.718" 3-518" 1.7/8" TABLE 1 NOTES: 120' 4-1V 2' 4AW 21 ! 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2' 5' 2' ACCORDION SHUTTER 99 SHUTTER SPAN SCHEDULE"ABOVE ARE k ptle > SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: him a �iaAT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ!DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. i 2- LINEAR INTERPOLATION BETWEEN SHUTTER 2. NDN- VHZ.DEFINED AS Ail LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY itRtrlNRR KLW#W PJL DESIGN POSITIVE DESIGN SPANS 15 NOT PERMITTED.FOR SPANS 15-2339 SHUTTER AESlON DESION '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - C SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHATTER HAS A i DESIGN PRESSURES FOR THE NEXT HIGHER A 90 p8F (P9F) MINIMUM SPAN OF AT LEAST 30". t SPAN SHALL BE USED.- 4. INSTALLATIONS IN WINO ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 100 t00 HAVE 2-,j8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/6'WHEN>30' BCT 70 70 ABOVE GIIADE. 5- LINEAR INTERPOLATION BETWEEN SHUTTER SPANS ISNOT PERMITTED,FOR SPANS BETWEEN THOSE ' '19 120' 53 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL DE USED. r•1 144" 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM �ILIII ! E1996-09. \ A&Z0 65�19W 0, E PROJECTION VARIES -\7 2.874' y- 4.874"MAX. }-0.115• I -T-- PEDD4 .�• g 0.062" 0.450• 0.080' _ * 65q :O c 0.125• 1.830" 0.062° c 1.706"- 0.100• f- ri _ 0.080" 0.063" I -Q I 1708" 0.100• _rt _0.195" o 2.020' s7A1'roF•0.195" 0.096' L 0.060" 0.070' „ 0.060" (�•'..c� -� 0.630" --{ 0.630" 0.062"� 1.908" TORIDA0.125" in __t_{ 1.993"� i • •''•0.630•--f� . 0.630' * 0.062' ^1 )( --I' 0.143" �� .1-" V'4.069"-t } (0.971" }0.971"1 0.143' ry 11 ITlltltt ttOtt0=^TJO� 0.06 :070"� 0.630" O.fi30"0'200' . 00620.200 Q -•• 0.062i�L�-1.069' SUPPORT LEG OPTIONAL }-1.069"-} 0062" }-1.069"-4 0.062 X0.200" $N9 � 5.74zz 5"MAX. W -5.745'MAX. rr BUILD OUT WALL 3 STREAMLINE CEILING TRACK (4,STREAMLINE WALL TRACK \J HEAVY HEADER SILL LITE HEADER SILL C,Wd � 4 O WALL J� SCALE:HALF SIZE O SCALE:HALF S17E ��/ SCALE:HALF S12E `✓ SCALE:HALF SIZE SCALE:HALF SIZL 'D 67 SCALE:HALF SIZE A WHERE SHOWN,SCREW BOSSES 8.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874•j- 2.655" 0.675" F 10' 0 OOmfiD" gI lI;j 0. 2.19J�.5�. -;# 1.2I30" � ._._ .._ �oS D.7f5' ' t.1.229"� � as _' 09 2.655" �aO r26 105" 4.84" r... �a c 1.069' -" t---'Y f' O.075'.631 1.069• 0.075" n O Ii 0.105" 4.510' .,_... ____ 0.994'10.044 •E 3 �----- 1 •-___.__..._ __. -L NOTE•h STED THICKNESS OF a � g, 0.781' -�- _--_.---_ •---• �--4.510"� �-3.506"� BARE METAL W/O PAINT IS 0.039' O SILL ADAPTER O EXTENDED SILL �O EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM �3 5.8 STREAMLINE_ SLAT/BLADC g' SCLALE HALF SIZE B SCALE HALF SIZE SCALE:HALF SIZE SCALE-HALF S12E SCALE:HALF SIZE C� SCALE HALF SIZE F • W gigg ppq qqdd -r 0.477' 0.341• --1.570"�JO510" 0.080 O6 0.143" U'143- _0.590 0.070"4}1'T0.245" 0 1.708" 0.143" 0.096" 0.06' O¢SZ G U �eC09IY - - o.us• I®D.oeo' 0.117• e aas3• $ _ d 0.090" -0.096" a 4.510•- { H0.160" � ,I 0.080' ' 0.227' 0.682" 0.630' 0.060" 0.094" f i�I IzrmarrRWrlLtewlaoorP I I I 0 693" ---111---rrr----III - 15-2339 NOTE:THICKNESS OF BARE 2.822" METAL W/O PAINT IS 0.039" M40 O�aOKIONI t5 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 5TARTER Ig WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SCALE+HALF SIZE SCALE HALF 512E 99 _ _ ' i(uNN L�gENNM4o P.E 1.950" ``,1111ttitfTltl /P&016 9 ;;.�,��`. 4.614" STAINLESS STEEL -280'f--) NYLON WASHER OR ASSEMBLY _ 4 0' ALUMINUM 44Cp;' Lt• ,t, 4.320°f!HOLE rD.OSD" 0.357" y:*: No NYLON v*•' 7'i w PF30 x 2 3/4"410 HT S.S. 0.276" Jy,. .xT n a.860 0.0T L5 WHEEL p'o x0_120•o INTO SCREW COATING/7C ULTRAL177E T- 0.591" "�49 t- m 0.062 1.1a0" f}4.240' LTRACK ChFruPe�BDrroM7 y j� ;t�': �sr���� 8$ t t TYF.AT EVERY OTHER 0.750' NYLON BUSHING W/WASHER: ,f�•• �i�/ bOR JOINT TOP _A t1J r 5' '-�-I INSIDE)DINT•ATTOP. OX70flCYLINDER-SOLID BRASSY NICKEL PLATED 7116"0 x 116"0 x (®I�NTERIOIR 01NT80TT'OM 0'15+4"-� �-°•137" �ri��M,�E N�1�3 ,w o� ANGLE EITHER CAN BE USED ON EXTERIOR t f f f f 11110" W o "3: 19 HOUSING-ZINC DICAST,POWDER COATED SCALE HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSER ` S SCALE:HALF SIZE NOTE: MAYBE KEY OPERATED OUTSIDE ryX74 �a x OR KEY/THUMB TURN OPERATED INSIDE. SCALE HALF SIZE SCALE:HALF 51ZC G � f }0.250" L3 BRASS PUSH LOCK W °oma SCALE:HALF SIZE •�t R0.l55" Nae x N R0.500" M1.OW 2.978' 2,125'" 0.500' 0236'. .`__1.742' 0,286" 1.603" 4.267 " PI 0.623 0.790° 0. -10..252341'I.' -- m 0.064" _ 126 n 2.250' 0 0.2 '^ 0.250' I --1- o n .o "moN0.6x7" -� 1 0.607' 1 0.115, 0.224" 0,239"- 11 r}^ 0.06q" tl.496" yl umi h �i IF; I N "i a Bid �} �2.754'� 2,000'-•-� 1j0.240" 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3,476"- SCALE:HALF S12E SCALE.HALF SIZE 0.160" 0.240' riiiit?t`v. t.00140.062'0.062" 0,222"-{r 0'BO 0176" •a 30 SCALE: LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER' g 3 SCALE:HALF SIZE SCALE HALF SIZE SCALE,HALF SIZE tph -1--- 0.062' m g 5.500'x 13116"WIDE- }-{0,400' _ I LOc AA 1G7' _ 7/16"0 STAINLESS STEEL NUT STAINLESS STEEL r -^,•c'o a•- 0. t1--" -•0•.438" 5116-18x1 MACHINE SCREW'0.188 TYP, 51160N0.12 1• 4.50D" {-0.684" POWDER COATED,ZINC OIE-CAST TREAD Mllii_ a HEAD STYLE VARIES SECTION A F- l.bsD' eAAllll De TA MODEL 2t't2 36 7-LOCK ADAPTER 3! T-SCREW INSERT 3g THUMB SCREW Q 6a INb�STRIAL SYS EMS (OPTIONAL) SCALE-FULL SIZE SCALE,FULL SIZE c� 1 S d 3S BOX LOCK _ SCALE,HALF SIZE I"", 3 -1^x0.254' 4DD ob *IOC igg SCALE:HALF SIZE X19 END STRIP 'I" 53 qe ---•z.00D"--1 2" do 3" EXT b E--1,625•-{ �'--1.500"--f •1Y0.125" -0.454" I � U. 25' SCALE: HALF SIZE 4aj93°7 0.125" 0.125' 0.250' o IN 0.085" 8 0.093' twPVNaltt 2339 1pwwPE !4 i L ►A9t CPAIUOFIlONt 7.DDD" ---} �� 3g 2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0:125" ANGLE SCALE-HALF SIZE SCALE.HALF 512E SCALE:HALF S1ZE SCALE,HALF SIZE , \) NANKL B ,ART,P.E. ANY ANCHOR PER ANCHDR EDGE DIST. •"� /i� SCHEDULE 18"O.C. EXISI7NGG DIST,' GLAZINEE CSTAIR S uuu111 SCHEiJDUD LE FORrK-' NO EON r 0 9� A ,ANGLE EMBED--- yl z SPAN WHEN s"d :U�(RR ; s� LEG D RECITON 40a,40b--0-- t7 pa INTERIOR L/4" oR 6.8 1 OR 2, tiAla NN EMBED. R1 ( ) 17 J 4 7C 17 - l L WITH 21 OR 2S Z MIN.0.062"TfIICK 6063T6AWM.ANGLE 1"x 1"MIN.TO 2"KS"MAX. 21 25EDG -- -- 30 (ANGLE LEG MAY BE REVERSED) F(A7STEN ANGLE TO TRACK W/ r IiLTIW U DIST. 8/ ANY ANCHOR PER ANCHOR CO �>¢ 2 !10x1'SCREWS AT SCHEDULE @ 18"O.0 RNER,TOP ft BOTTOM•AND UI q W o u •�ATTACH TO 6.8 STARTER W/ t m z O 13 13 +3 SL2x 1/2"GALVANIZED OR Z �T IDFY 13 j 912 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS,3/16.0 ALUM.POP PI 9 30 3/16"0 ALUM,POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 6.eo'lrvP t ALTERNATE END STRIP DAIL ---I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B Nl1I 18'O.0 WITH 6.8 S I AR IER AND AMGLE BOLT�l NUT a 18"O.C. � N fu (EXTERIOR) 5/16-18�1UMB SCREW INTO THREADED 3 IN CAT 1/3 SPAN TO 2/3 SPAN SCALE.3"=V-0'• ANY TRACK W/ c W y, FROM BO M OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. 1rj H TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO PSF BPAI [" SCALE 3"=T-0" I'HEIGHT. 1'BIO(2.77 1i 1D 82 4' / USE(1)BRASS PUSH LOCK 132 7S- 0 CREW _�hp R 6OR(1)S/16-18 THUMB LOCKING DETAILS FOR 2•glp(3.7•) 82 95 SEE END STRIP In SCREW I 0 THREADED CENTER MATES (p� A INSERT 37 AT 1/3 SPAN SCHEDULE FOR MAX. L.17 TO 2/3 AN FROM -.. SHOWN ON RANDOM 2 �� SPAN WHEN USING TS�R BOTTOM OF SHUTTER 30 DETAILS 3'BIO(4.1") 62 11D1 20,40 a,40b OR 40c, ,a.,e a RECEIVING HOLE SHALL BE 13 ©p 7 TD' 3/8"FIAXWIDTH.UPTO — 1/d" OR 6.8 STARTER PJ 1"HEIGHT 3p / ALT.1'810 2 tD' 'Po /U(, WITH 2I OR 25. G,p. z0 112 75 h \ O 40 USE TERAPPROPRIATESTRIP 132 76' A` J�IIIII ` STARTER RIP 70 g t 5 93• b 40 20� PROADC CLOSURE r _ x0.093' r 83" - BUILDING CONDIRONS.60 g FOR 13 i 23. 21 64 e FASTEN STARTER SI PIP c INSIDE 0 TO TRACK W/(2)MIOK1" -m v ( SCREWS AT CORNER,TOP I ti 1 2'k3' 45 ,3B' 8 BOTTOM AD.tzs• x 2 ALTERNATE END STRIP DETAIL //'' / Now I g"r 60 SCALE 3"-1'-0" ANY BUSSES.ACK W/SCREW P 13 J Q xs B , ti Id mz 70 E lal 1SILL +'amu rOR GREATER SPANS OR LOADS I,IAN 0 W SI[OWN IN END STRIP 6CHEWIE,END O STRIPS REQUIRE A 1'x1•,050•CUP ANGLE ,N- V) MID SPAN USING ANf ANDIOR ONTIIE EXISTING GLASS a 0 S ] Z 13 SUEWOR114W•xlEBOLTID ENDS UP. --- ---- �� ; G / 30 Q o j USE(11 BRASS PUSH LOCK (INSIDE) USE(t)BRASS PUSH LOCK OR 111 5/16-18 THIJNIB c -0R 11)5/16-18 ThIUI'B � 13 ��n SCREW IplO THREADED tS y� 3 SCREW Iyy O THREADED ar INSERT�37 AT t/3 SPAN SIt.L 2 INSERT yyyy7 All/3 SPAN zD,g TO 2/3M AN FROM 1 J O 2/3 SVAN FROM E l a BOTTOM OF 511U7TER d BOTTOM Or SHUTTER (OUTSIDE) Aggg IN RECEIVG HOLE SHALL BEG6 �y 3/8"IINX WIOUPT 1"HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE f -- -- 5 30 �y (C1 DETAILS Wo/CORNER POST 0 R 13 CO WP040RPPANIL[OPWODPJi NTS 13 \, - 215 13 23 (OUTSIDE) 15-2339 SILL 31 ` USE I11 BOX LOCK AT 1/3 5p SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER g TYPICAL INSIDE CORNER CLOSURE �qrw 99 �4 CC2 DETAILS WO/CORNER POST 1,� MULTIPLE SHUTTER ASSEMBLY NTS ;f i SCALE.3"=V-0" a I Q Elms I $ti I FMNK L OENNAROO,P., .• - - - RIEFERENCEIA(NCHYOR _ /-EXISTING HOST SCIIEDULE FOR MAX. STRUCTURE SPACING MAX. _. Cl CONNECTION TYPE 1/4-2011 MACHINE BOLT =�.. \ REFERENCE ANCHOR 112"� W/NUT 12""00 C OR _* o \ SCHEDULE FOR MAX. H 14 SMS SPAC114G 1�2" (TYP.TOP&BOTTOt) Lq 2 FASTENERS ALUTA. TUBE `I 'o .. TACT O~ 6063-T6 ALLOY __ EACH ANGLE- SEE TnRI�A FOR 512E. I _ 00 80R fiG } z ��/�s ^ 1/8" I l rr ALTERNATE TIiRU BOLT n O /1 frI y •Ir r/r Cl CONNEC71ON TYPE a w OR 2"x 2"x 1/B" REFERENCE ANCHOR FIN GLASS ALUM.ANGLE ° r "--- "'-' I SCHEDULE FOR MAX SEPARATION 13 m.. pG m B4& 13 I II II, SPACING PER TABLE .�4 zw 8n Satl THREE 3/16"0 ALUM. ° I_ 1„ II� I Nwam.. Ww $'NWKKKRIII i POP RIVETS OR I GLA55 1 THREE 412 SMS,TYP. 1T i OR DOOR—II I^✓I a {� . 3/16"m ALUM POP II l ` u R=w~ NI'�� 1al 7 RIVET OR 412 SMS II.-•• ., - -_ tli� CNE. �L7F rDp 1111 A \ (118"O.C.IT 1'P1 \_: - �Nq lE sOR O17 w= TABLE A(w) - \ j D pRFS5UR6 VS ALLOWABLE LENGTH l7 yr 12 MAY USE MALE OR 2'x2'x1v/B• 3,N X118' FEMALE LOCK-SLAT eq PSF N°1Nn '1 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN ¢¢ 61 130" IBB' C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE R BUSHING G R 114• 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE APICHOR REFERENCE ANCHOR WASHER)TYP.) m +� 8 _ CC3 - SCHEDULE FOR MAX SCHEDULE FOR MAX B1 119' 172' NTS 91 1M, 165' SPACING ANGLE SMS Ll O OC y o ••'� nNGLE TO TUBE CONNECTION �C� I� 101 1101 160" 14T -- 2"x 2"x 125'" TABLE 6(CC4) E%IS TING HOST EMBED 6063-T6 ALUM TUBE STRUCTURE - 5 CONNECTION TYPE 7 1� 9T 131" PRESSURE VS ALIAWABLE LENGTH _ 200 gp^ 114" EDGE DISTANCE - REFERENCE ANCHOR Ing PSF WR}I BIO WRH 14r0 SCHEDULE FOR MAX F3 r•Gj SPACING W 62 117' 166^ /l 72 107, 157, FASTENER(0l 18"O C. I(`b ALTERNATE BUILD OUT MOUNT SECTION 3 (USE ANY ANCHOR SHOWN �J SCALE:3"-1'-0" 82--- JOV l4T IN ANCHOR SCHEDULE). 92 95" 139' 102 90' 131' / 3jM1/ 120 63' I72' W h 150 7q^ 109' / a W ~7 24x2 x a 090"6063-T6 -13 I- y w O 3/16 RIVET OR 412 5h15 n I4N RATIO 7 ALUM TUOE.IYP v� EPATABLE (ut 18"O.C. OR 1/4-24 IT �F"' PER TABLE L O N u a NUI&BOLT ITYP.t 3/16"m ALUM.PUP LJ a GLASS 2 4 °a c eS RIVET OR It 12 SMS ALUM. TUBE i a OR DOOR a 6064-TG ALLOY Lm]B"O.0 (TYP.) E,'n - w---- �m SEE TABLE B FOR SIZE. 2"x S'x 1/B" e 2 FASTENERS x CONTINUOUS IE EACH ANGLE ALUMINUM ANGLE 7•„2'•x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 G . THREE 3/16'•-ALUM. ORIENTATION TYP. - e ALUM.ANGLE,TYP y POP RIVETS OR 11 — 1T - "' S 6ggggQ 17 THREE R12 SMS,TYP m \ ET] E $ Cg , w ee@ 0 0 1"x 2"z 1/0" - 4 CONNECTION TYPE F" OR 2"x 2"x 1/8" D I IlE FERENCF ANCHOR IS 13 ALUM.ANGLE `-'`�''`- SC HEOULE POP MAX —USE MALE OR FEMALE -_ SPACING 00nR[ HWWLIBWALOPE LOCK-SLAT' -� EXISTING CONCRETE, 15-233973 13 BLOCK OR WOOD FRAMING OINSIDE SILL MOUNT SECTION rAaeoaaamay 1412 x 1/2"GALVANIZED (OUTSIDE) LL SCALE:3"a F-0" CC4 TYPICAL CORNER CLOSURE DETAILS off s s SMS,3/164-ALUM SIDE CLOSURE OPTIONS POP RIVET,OR I/4-2U 147'5 MACHINE BOLT&NUT SCALE:3"=l'-0" 18"O.0 . _ FRANK L.BERNARDO,A._& C5 CONNECTION TYPE 9 lj549 REFERENCE ANCHOR EXISTING a zo j SCHEDULE FOR MAX STRUCTURE 5 O SPACING _ GLASS a u X" GLASS ui Ci CONNECTION TYPE 5"MAX /'`ttt_20 MACHINE BOLT(��. ••1 '-.� OR DOOR y OR DOOR---- w REFERENCE ANCHOR/ / W/NUT @ 12"O.0 OT k u N SCHEDULE FOA MAX. 19�`, W/ SMS NO - ]QZ- rNIO� SPACING @b"OC- {- _ 13 i w¢ Fo 13 7-_=J 1/2r ITYIT-P TOP 8 BO ii0FT1 } MIN. '/i N N GLASS f..4 m .."-b LF` pH 1/4"-20 THRU BOLT W/ CLASS X m EPARATION Q /2- C LOCK NUT @ 12"0 C OR EPARATION N w 1114 OR 3216'0 AIS LUM POP PER ¢1.Z a z H k O t'• T W : 12 a 1/2"SMS @ 12"O.t E.S. PER W 7 TABLE 2 n o w ` [5}OROR f OR 3/16"m ACVM POP TABLES H RIVETS(a b"O.0 OR 1/N."0 = N w o (3 OR 6--+ C ui Rt VEiS @ b"O.t E.S. t z ALUM.POP RIVETS @ 12"O C. Q //SST �,xs 1R 1/4"m ALUM:POP RIVETS /' - M 11 AND Q /!rl k1;Uy s P 12"O.C.C.S.------- ASSEMBLY 1/4"MAX FROM PIIJ MN GLASS w F'� TaK 124"MAX.FROF!PIN SEPARATION <u7$$$ O9 AND 10 J GUIDE TU BUSHING 7JY'TVP. GUID 0 BUS G PER TABLE2 73 i-an 3r p$9 ASSEMBLY WASHER ITYP"1 w PER l7 YP 1 �- Z x T w R aM 112" 1/2"TYP EXISTING CONCRETE, m GLASS TtrtrUr p.zuw gig t•tw m m /'�BLOCK OR WOOD FRAMING w 3 CONNECTION TYPE OR DOOR--yl U' 1Nq 39 m �� EDGE RE SCHEDULEFORANCHOR AX u I - X z EI a N z x /'� -C4 CONNECTION TYPE OISAT / EDGE REFERENCE ANCHOR SPACING _ U.A IO W w / DIST SCHEDULE FOR MAX - Q .1� SPACING AS SHOWN w -C3 CONNECTION TYPE IN DIAGRAM ON PG.4 iA {5 OR 6 OR REFERENCE ANCHOR EXISTING CONCRETE, w o U •,� SCHEDULE FOR MAX, BLOCK OR WOOD FRAMING rvI t SPACING ALT FASTENER t2., i/4""MAX USHINGt! ^! LOCATION.FRONT AND C} CONNECTION TYPE GUIDE TO BUSHING rt / , S AN BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION SCFERENCE ANCHOR 122" 19 WASHER ITYP.1 it .E + _L it4'NAX FROM WITH THIS LOCATION SCHEOLILL FOR MAX / PIIJ GUIDE TO SCALE 3"-1'-0" SPACING 5 CONNECTION TYPE LY$$ BUSHING WASHER �`:J INSIDE MOUNT' SECTION REFERENCE ANCHOR 1-gd B (TYP 1 SCALE:3"=T-0" SCHEDULE FOR MAX rn $m f EXISTING CONCRETE, SPACING / BLOCK OR WOOD FRAMI EMBED 'z E Co BUILD OUT MOUNT SECTION _m ^- TYP ROTI OM EXISTING CONCRETE, SCALE•3"�.t'-O" BLOCK OR WOOD FRAMING - E fir! NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET. 7 EDGE DIST. EXISTIN THE BASE TRACK MAY BE INSTALLED IN SECTIONS .—C'1 CO/dNECTIOtt TYPE EMBEp STRUCTURE sy Iy - 4 WITH 1/4•'GAPS,PROVIDED THAT EACH SECTION HAS uds REFERENCE ANCHOR 5 CONNECTION TYPE SQ 71 A MINIMUM OF TWO SETS OF ANCHORS ANO i5 A m FD SCHEDULE FOR 71Ax REFERENCE ANCHOR a{ t3 MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W,_ _ _ _S 6 SPACING SCHEDULE FOR MAX $ USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING sy h OVCR THE GAPS BETWEEN SECTIONS. 3 15 8 GLASS 7! OR DOOR HIMGLASS w� 012 r,1/2"SMS(5111" EPARA70 53 I,W. ¢w,,.,� O.0 OR 3/16-0 ALUM. PER y oma 13 mw a2 '-w :3 POP RIVETS @b"OC TABLE r�=rr gdp I-"^ O' OR 1/4••0 ALUM PUP q K 4~ DOOR GLASS OR MN GLA I=Z 13 =S'=w RIVETS(•d 12"0C T o0. v AI ,A� � 3- MIN GLASS K r u m N PER TABLE 2 SEPARATION U Q M Q �'"`�� u �".Z 4 PER TABLE 2 _ XZ0Zl- �g} _ q�Qq N 1/4-20 S S MACHINE a w o Q }AND`•' i/4"MAX FROM P N_ � `J SCREW 8 NOT @ U y ASSEMBLY 1/2" GUIDE 70 BUSHIIJG 12"OC. w i/2 TYP. WA TIER fTYP.) 1` GLASS OR DOOR 1/4"MAX"FROM PIN m m o 1/4"MAX FROM PIIJ_ . E GUIDE 10 BUSHING w --C4 CONNECTION TYPE 122" Gt1'If7E TO8t1$HtNG X £ WASHER ITYP I EDGE/ REFERENCE ANCHOR O WASHER tTYP I q 5 6 EXIST ING CONCRETE, 0157. SCHEDULE FOR MAX f. s P' BLOCK OR WOOD EXISTING CONCRETE. SPACING AS SHOWN 2 CONNECTI(Nl TYPE OR 0.PA7GIRRVtKLLetF4'aaPJE _ FRAMING BLOCK OR WDUU FRAMING REI IN DIAGRAM ON PG 4 REFERENCL-ANCHOR_ 15-2339 " SCHEDULE FOR MAX. eGtr1 x 3"x 1/a"CONT ! /' --,1 3 CDNNEC110N TYPE it 12 x V2"SMS @ 12'. SCHEDULE FOR MAX SPACING 063-T6 ALUM,ANGLE REFERENCE ANCHOR SPACING ALT.FASTENER FACe fM1PJlTPTIONI //// O C OR 3/76"0 ALUM CXISTING CONCRETE, �t —•L POP RIVETS @ b"O.C. REO'U BLOCK OR WOOD FRAMING E TAY BE REVERSED � SL}TCCIULE FOR MAX LOCATION FRONT AND k 5 SHOWN DASHED} SPACIDIG OR 1/4"0 ALUM POP WITH THIS LOCATION RIVET S @ 12"0 C. WALL MOUNi SECTION CEILING Z 114SIDE MOUNT SECTION li SCALE i 3--1'-0•" SCALE,3"-V-0" t Y 1 WALQUILD OUT L/SECTION SCALE:3">V-0" MN GLASS 1111 ! p L 09 NM00,P.E..1 z� GLASS s6PARnrroN OR DOOR PERTABi.F.2 1320 D w o u G!A55 OR I t DOOR - s.•.;c; •7 Q Z GLASS OR KN GLASS _ � =.w4 N w'x DOOR SEPARATION Q= w PER TABLE 2 MN GLASS w =r w SEPARATION M F" PER TABLE 2 W I• K D I V Zr _ _ F w7 wN - r , FG ... N N =2w = ='Z2 //71711 U Z I'Z'¢M _ 13 X w0:^ Llz Cl CONNECTION TYPE 0 (u g•$ F"I.I.- MAX..FROM PIN GUIDE Q W O TTTN 128 c o. SCHEDULE FOR MAX. T '-' c� Oz �\ BUSHING WASHER/TYP 1 250 w SPACING u Wz TWO 1/4"0 WOOD - 0uJ LAG SCREWS La'3 21." C4 CONNECTION TYPE / �� 250"Yl Na ui 0 C MAX WITH 2" REF EP.ENCE ANCHOR / THREADED PENETRATION /O� / SCHEDULE FOR MAX /Wo N/ 1. 18 IB FFii "T"INTO CENTER OF 2X STUDS SPACING EMB "T• 14 SMS @ MIUSPAN BETWEEN �2 DIS / /w : G STUDS FOR TRACK TO V x 4" /- / EXISTING HOST.STRUCTURE PLYWOOD€ TIJOE CONNECTION STUCCO F1I4ISH7-x 4-x.125" 60 3-T6 ALUM TUBE 'y p O DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL w� THIS DETAIL TD BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3'=1'-0" F EXCEEDS'HE MAX.ALLOWABLE ANCHOR SP gCING. too O WALL MOUNT SECTION THIS DETAIL MAY ALSO BE USED �a2 r SCALE:3"m T-D" m x 7 AT TOP ' c N yE f_ _ m�ACCORDION SHUTTERtd PER PRODUCT APPROVAL r o —GLASSo _MN GLASS OR DOOR_ 'OSEPARATION 73 = y, IA PER TABLE IA n EXISTING WOOD IG=0.421 ��c l3 APPLICABLE AT TOP — TRUSS OR RAFTER I`�411Y' S J! AND ORBOTTOM L m a Q LO 24-MAX.U.C. 1-1/2'1-I/2" 2.'OR 3" E vai EXISTING FINIS11J[L 11 I' � MATERIAL � ; 1/2"MIH 5 6 1/4"MAX FROM FIM GUIDE 2"x 5"x 1/8"6063-T6 ';� I I io ' TO BUSHING WASHER ITYP 1 ALUM.ANGLE W/71 EE JJfI m N i l 665 _ —2.175" 1/4"TILE(TYP) 1/4"0 WOOD LAC [Al w S 2"x 3"x 3�"x CONTINUOUS OR (3� . � 1 4 2"x2"x3'e"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" 1 A 6061 T6 ALUMINUM ANGLE JI MINIMUM THREADED J 3/4"PLYWOOD PENETR "T"IIJ WOOD @ 5 G xI .9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT @ 7"O.0 EACH RAFTER OF TRUSS. U Y ANGLE FASTENED TO // FASTENED TO ANGLE WITH 114-20 E OR 5/16"0 A325 GRADE THRII ROI__T Lnl 12"6 C 24"O.0 MAX WHERE _ g� 0(STING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV OR S.S ANGLE EXTENDS BEYOND p HOST STRUCTURE WITH ._ AND 9"O.C_FOR THE BALANCE LAST TRUSS MORE THAN—/ aw !GGG J E1 0 �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU ,i % 3:0EL000LTRACONSAT EXISTING CONCRETE HOST 5"0C W/1-1/4-MIN.EMB. 6". EXTEND ANGLE TO _ at� 3'FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW L209"D.C.'W/1-7/6" NEXT TRUSS, wWr FOR BALANCE WITH I3'4" MIN EI-IB. IN WOOD SG=0.42 TO 0.55 11 = MIN EMBEDMENTAND 2�L" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 3 z w W MIN EDGE DISTANCE, EXISTING COIJCRE T E, =F Z w m > t 62 P.S.F. HOLLOW LOCK OR 'A l7 p'A Q OWBP}RFNIIILBIWODPE STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT 6'-D"MAX SPAN; WOOD FRAMING SEF. 2"x 5"x 1/8"CONT. G w o<~ 15-2339 SPACING,TYP. t52 P.S.F. ANCHOR SCHEO. ALUM ANGLE(6063-T6) E BASED ON TYPE OF { .) BUILDOUT MOUNT STRUCTURE w ���1MON' R HD IMAX.DESIGN LOAD s 12 C SCALE NTS [ ____ _ Hb PASS THRU DETAIL TRUSS MOUNT SECTION y� SCALE 3"=1'-0" K. SCALE 3"=1'-0" EXISTING HOST ALT.LEG DIRECTION 1 A � N,;fIDB, .E,.`, STRUCTURE 1/4'ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM � 12'MIN FROM EDGE OF ACCORDION •ROUND WINDOW 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE •• ,/ - EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY I AX/ (2)6063-TG ALUMINUM _TOP OR BOTTOM SPCSIZE _* o 6549 1/2' PER TUBE '• EMBED. I SPAN TUBE PER DESIGN SCHEDULE 0 o i'. EDGE OF ACCORDION i ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT �0,�'.• E Fes' 12"O.0 OR#14 x 3/4"SMS 6'0.C. SHUTTER BLADES 4S5 TYPIMIN CAL _ - 1/2"MAX. _� 14 1 )I 5 6 _ ��t41 3'MIN �j, � rn �7 QQU.• i+• EDGE 3 ifi . UQ 94:WM ¢S 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS ZX U& ROUND WINDOW ASSEMBLY) Q SEPARATION 13 a 2 5 W LLWW! N O MAXIMUM OF 3 WINDOWS EXISTING GLASS OR PER EVERY OTHER BLADE 1.+y DOOR N$UT L3JL¢Sx�ii ow IN i LIGHT-N-VIEW WINDOW IN O k EDGE }r1/2"MAIC a n .� $ N.T.S. EXTERIOR ELEV CI DISTANCE I S 6 N N O LL 3 16 1/c••HAx.fROH PUJ GUIDE I� 007 ` TO BUSHING WASHER(TYP) oa ACCESS --1/4-20 MACHINE BOLT W/NUT p A_ I/2" HOLE 12'O.0 OR*l4 x 3/4'SMS 6"O.C. N m P 2.875.0 HOLE TO 7 SPAN TUBE PER w� RECEIVE ROUND EMBED. DESIGN SCHEDULE I * d WINDOW ASSEMBLY 1/2" _(2)6063-T6 ALUMINUM T4AX. ANGLES PER BEAM END,SIZE s EXISTING PER SPAN TUBE SCHEDULE `rQ6 6 G K HOST 1/4'0 THRU BOLTS SEE BEAM Zm< STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c -� 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B-MIN m EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM }}-- SPACING,AND 3'MINIMUM EDGE DISTARCE �, p 0.125' 0.032, 0.125' MAX.DESIGN LOAD= 772 PSF ! $5 0.032" I - ,�-_ 3 SPAN TUBE SECTION 0.196" N.T.S. VERT SECTION / \ SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBER OF NUMBER OF MINIMUMANOLE TUBE SHUTTER SPAN THRU410LT9 ANCHORS PER ANGLE LENOTTi s ROUND 91ZE SPAN _ _ _..-_.__.._ _ a° I WINDOW TOP BOTTOM TOP BQTRIM TOP BORTOP TOP_T BOTfDM $ 1 I p[ ASSEMBLY TUBE I TIRE TUBE TUBE TUBE TUBE TUBE TUBE S 1 m" 216# 60' 123.0' 135.T 2 2 2 3 4• I T 97 101.r 106.9' 2 2 3 3 r � r \ / - 123• 09.9' 91.4' _ 2-_ -2- 3 3 r T Ij7r9c 00- 129.1' 167.1' 2 2 _ 2 3_ 4' T' / / \ 21811_4.1. 114.8• 1Z4_T_ 2 2 �go 0.126' 123' 102.0' 109.6' Z 2 4 4 10"�I 10' e 138.0' 1960 2 Z 3 J T _7" (--T 0.100' ( ) 0. 8' B8' 122r 155.7' 2 2 3 4 7' 10' 02.875' 12 P e 03.250" ) 123' 115.4• 137.6' 2 3 4 5 10' 13' 2 2 3 4 7' _10'_ Q@ U 1 ` / 01 7 870' B7 140_8'_ 229. 2 _3e_J LIGHT-N-VIEW WINDOW �\ / "5" 7 13 y7B= UU g �1 ttlPlfaQRRWKIBYNf60PE 27 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB = SP1111 AN TUBE SCHEDULE NOTES:"ANGLES FOR 2'x5"&2"x6•BEAMS. 15-2339 2. USE 2"z5'x1/4.ANGLES FOR 2"x8"&2'x10'BEAMS. sGMh - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. ►Aae opgr�lTsnora 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE A96 LOW THE 6, LAP BEAMS ENOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE F KLBENNARtf 2pIE.J - i t t p 4046349 ;:.1:•I: Z.S'MIN EDGE DISTANCE - ````� SbeOs up Ta 6'•0" SRaOs Up To 013" Spans Up 7o LZO, ' o aa ANCHOR t OAD CONN TYPE CONN TYPE CONN TYPE s G Cl C2 C3 I C9 I CS C1 C2 L"3 I C4 C5 Cl C2 C3 I C4 CS k : 3/4•ITW TAPCON OR EtC4 ,_43 16.0"16.0"35.0"18.0"le.q"16.0"18.0" 9.0" 33•D"16,0"16.0"f' 4,5" 5.5" B.5" 14.5" NO I'E004 74 ; - 53 36.0"16.0"055"14. 6 B" - ULTRACON WITH 1-3/4- 1, 5"i.0 1.O 12.0" 15.0" 4.S` T.5" 10.5" `tf EMBED(3192pA MIN CONC) 62 16.0"18.0" B.5" 12.5"16,0"16.0" 9.S" 5.5" B,5" 15,0"15.0" 4.5' 7.5" Y0.5° -$'_ * q vvN�T•• 70 X6.0"13.0" 7.0" ik.0"3&D"15,5" &0" S.0•' 7.5' ILS"SS.O" .5" 7,5" Y0.5° Z 4N1; ' 100 29.0" 7.5" 4.S" 7.5" 10.5"15.0" 7.S' 4,S" AS:' 10.5"X6,0" .5" 7.5•' 10.5" 7 x S(TYP. T 7 8 COMQtWA TtOF;��-. STATE ; M S 9 t 10 C014BINA TIOIrr; .� $N 114•MItLENiL1H MILLFA5T 43_28.0"16.4"35A'16.0"X6.0"16.0-116m, 9.0" 13.5'26.0"16.0" 5.5" 9.01,11315" WITH 1-3/4"EMBED(3275ps1 53 18.0 "16.0"11.0"15.0"16.0"16.0"11.0•' 7.0" 10.5"16.0"13.5" q,5" 7.5" 9.5"Mitt CONCRETE} 62 10.4"L5.4" &5'1 13.4".16.tl"16.0' 9,5" S.S" 9.0" 13.5'5,3.5" S' 7.5" 9.5" O / >70 18.0'•12.0" 7.0" 11.0"L6.0"34.0" ZO" -4,5" B4O" 10.5"13,5" .E 7.5"9.6 /7th�t (� U___ 100 13.5" 7.0" 4.5" 7.5' 9.S" 13.5" 7,0" 4,S" 7,5" 9.5" 33.5" ,5" 7.5" P.5"1/4'ELCO CRE 51.Ei SS4 43 16.0"18.0"16.0"36.0"E6.pT'16,0"16.0"13.5'26.0"16.0"16,0" 0" 13_0"16.0" T x 5 IT YP.1 2 x 5(TYP.) W W/2'EMBED(33500 MIN 53 16.0"16.0"16.0"10.0"H14.O" 6.0"16.0"10.0"IS.S"16,0"16.0"Id.O" 6.5" XX.O"1-0.0" CONC V N1} fit 16.4"16.4"SLS`1G0"16.0" 10. 6_0"30,5,'.' 7.p" 11.5'15.0" 6.0 " 5:S' 11.0"14.0"10.0"G,5" 11.0" 0.0"i&0" 6,5" 11.4"14.0"16.4"SO.p"B.5" IX.O"34.0" G 1a of 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING ,ull1 tX C2 'C3 _C4� CS _C1 C2 C3 fi4 C5 Cl C2 -C3 C4 CS 1/4'3TW TAPCON OR ELCO 43 16.0"16.0" 7.5" 6,0" 16.01'16.p"16,0" s.D•• ss" 16.01.16.01' 9.D" 3.0" 4.0" X4.o^ - SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: IT UUMACON WITH 1-3/4" 53 1&D"16.01' 5:5" 6.5" 16.0"16.0"12.0" 4.5" 100"14.5" 7.S" X0.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE EMBED(3192Ps1 MIN CONC) 62 X6.0"15.5" 4:5" 5.5" 16,01,16.0" 9.0" 4.0^ 14,5"34.5" 7.5" 10,61, ANCHURS ONLY -- - ---.-.. .._�._ ,_ - CL CONNECTION TYPE USING PIECE(@7 WITH � a 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5' 11.0"14,5" 7.5" 100" OUTSIDE ANCHORS ONLY. - __ _ 10'W 14.E 7.5" 10.0"14.5" 7.5" 1/4"MILLENIUM MILLFAST 43 166.0"16.0"11.0'13.5"16.0"16.0,'L3. 6.5" 9.5" 16,0"13_0" 7.0" q,0" G.5" 30.5" N�3 WITH 1-3/4'EMBED(327SW 53 16_4_36.0" BA" 12,_0"16.4"16,0" 9.0" S.0" 7.5" 360"10.5" S•5" S.5" 7.5" ANCHOR NOTES: ul MIN CONCFtem) 62 LB.O"11.5"�6.0" 9.0" 16.0"13.5" 7.0"4.0" 6,5 11.0"10,5" 5.5" 5.5" RS" M1; 70 X6.4" 9,5" 5.5" B.0" 16.01,JL5' 5-S" S.S' 8.5" X0.5" 5.5" 5.5" 7.5" 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING r 100 10.5" 5.5" 5.S' 7.5" 10.5^ ss^ 5.5" 7.5" 10.5^ Ss" 5.5" 7•s" ONLY.AtLOWAII15 STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMI7ED TO 7IIOSE SHOWN IN TADLE 1 p 1 �•E*O m ZO --� 1-1/4'HIM EDGE DISTANCE (9 )• a� t! pro I/4•Ate W 7/8'SOLt6•SET - - - '- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, u ANCHOR W/7/8'EMSCR& Cl CZ C3 C4 CS CI C2 C3 Cq CS Cl CZ C3 C9 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR �b Y 114 20 55 MACHINE SCREW _43 16.D"L6.0'_8.5" 10.5"16.0"16_0'12.q_ 5.5" 7.S" 16.p"12.5" G.5" 3.0" 5.0'_10.D" EQUAL70 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT'SPAN GREATER 3000psI MIN CONC 33 16.8"15.D" 6.5" 8.0" 26.0"16.0" 8.5" 4.0"6�0" 15_;5"30l�0" 5.0" 4.0" 7.0" THAN OR EQUALTO SHUTTER SPAN.- ­62- PAN.- -62 16.0"11.0" 9.0" 7,0" 16.0"12.5" 6.5' 3.5" 5,0" 10.0"10.0" &0" "4.0" 7.0^ 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. D S0 36.4 9.0" 4.S' 6.0" 26,0"10.5' S.5" 3.0" 4,0" 8.0" 20.0"S.0" 4.D" 7.0" p 100 10.0" 5.0" 4.0" 7.0" 30.0" 5.0" 9.0" 7.0" Sd.O" 9.0" q.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o s 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER t/4'ALL-POINTS SOUO.5kT .__..___. __.......e....___ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE °' ANCHOR W/7/0'EMBED R Ci C2 C3 C4 C$ CI CZ C3' C4 C5 CI C2 C3 C4 CS CONNECTIONTYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-2055 MACHINE SCREW 43_16.0 16.0 26.0 16.0 16.0 16.0"16,0"12.5"16.0'•1&0"16.o"1X_0" 7.0" X o.."16,0' CONNECTION TYPE. (3000pet MIN CONC) 53 L6.0"16.0"13,5'16.0"16.p"I6.0"14A" B.S' 13,5•]B4O"IG.D" &5" •5.5" 9.5" X2.o" S. ALL CONCRETE ANCHORS SHALL BE 1N5TALLED 70 NON-CRACKED CONCRETE 16.0"10.5"16A"16.0"16.0"11.4" 7.0"Sl.O"16.0"IBM-8.5" 5.5-19.55 3Z.0" ONLY. 6 •�"[] 7tI 16.0"115.0"190*114.0'116.W'16.0" 9.0" 6•D" 9.S"13.0"1 " 9.5" 120" 6• THE CONTRACTOR IS RESPONSLBLETO ENSURETHE ANCHORS ARE INSTALLED YOD 16.0"18.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.G 9.5" 12.0"LE-2:1-111+11 ;N" 9.9" 11.0" IN ACCORDANCE WITH MANUFACTURERS"RECOMMENDATIONS.EMBEDMENT 1/4'POWERS SS DROP-IN 2-5/8•MIN EDGE DISTANCE __ LENGTHS SMALL BE AS NOTED AND DO NOT'INCLUDE STUCCO OR OTHER W/1/4.20 SS BOLT AND CS I C2 I C3 I C4 I CS I Cl I CZ I C3 I C4 CS Cl C2 C3 C4 CS FINISHES. 1'EMBED(3000P51 MIN 43 16,0"1610"114=0"16,0"16.0"16.0 14.V' 8.0•'112.S"116.0"114.0'17.5" 5.0" B. 32.5_ 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOOD FRAMING CONDITIONS 2 s CONC) •"$3 16.0 0160"�" 9�5" 14,0"16.0"16.0" 9.5" 6A" 10.0"16.D"3L5': 8A" 4;0")0" 0.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQVATS WOOD FRAMING62 16;4" 7S" 32.0"16.0"14_5' 5" " &'5'• 11.5"11.5" 6,0" 4.0" 70" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD L5 ACCEPTABLE ONLYStDE CL4(1RE PIECES.70 15.0" 6.5" ID.S"16.0"12.0" 6.0" 4.0" 7,5" 9.0" II.S' 6.tl" 4.0" 7,0" 0.0"YW 11.5" 7.0" B.0" 5.1)"14.0"17.0" B.0"113,5"16.0'14.0" 7.0" &0^ $. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER XH•POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE _ SHALL BE LOCATED IN CENTER OF NOMINAL 2"X 4• MINTT WOOD MD.3/4' £ g EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. lAG SCREWS SHALL d $ff a W(1/4.20 SS BOLT ANO Cl •C2 C3 C4 CS Cl C2 C3 C4 CS C1 -C2 C3 C9 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. R 1`EM$ED(3g00p,I MHi 43 16,0"16_0"35.81,16.0"1b.0"]6.0"14.5" S.p" 33;5"16.4"15;4" 7.5^. 5,6" 4.q" 12.4" CONC) Fi 3_16.0"16.0"1051,55.0"16.0^16.0"]OA" 6.5" 10.5"]6,0"12,0" 6,0" 4.0" 7.5" 8.5" 9. MACHINE SCREWS SHALL HAV%MINIMUM OF 1/2"ENGAGEMENT OF T'HREAOS IN e p 2 16.0"13.41, 8.6"12.5"16.0`1 25.0" 8.0"5,p' 9=5" 12.0 32.4'• 6,7" 4.q' 7.5" &5" BASE ANCHOR AND MAY HAVE ETHER A PAN HEAD,TRUSS HEAD,OR WAFER gg HEAD{SIDEWALK BOLT),U.O.N. 9 . 0-16:0"10'51, 7.0_' 11.0"16.0"12.5" 6.5" 4.5" B.p" 9.5" 12.0" 6,0" q,0" 7,S" &5" p] DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 4 12.4"6.0" 4.4"-7.5" 8.5" 22,0" 5.0' 4.0" 7,S" $.5" 12,tl" G,O" 4.0" 7.5" 8.5" r MIN EDGE DISTANCE w DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �i • o- R325M5 W(2'[YEWA11 Q� --[4 CS Cl C2 C3 Cq C5 CS C2 C3 CA CS NUT OR WASHER WINGNUT. ARMOR INSERT W/2"EM$ED 43 16.0"16.0"33.5"I4_0"16.0"16.0"16.0" 7.5" 10.81,i6.0 16.0 9,0 4�S" 6.5 13.5 a1MRoliTIAlML9RlWCgpE (2000Ps1 MIN CONC) 53 160"16.0" 0.5" 11.0"IG.O"16.0"_31.5'1 5,5" 8.5" 16.0"14,0" 7,0" 3,5' S.5" 14.0" il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11Jr_2 39 �62 26,0"15.0" 70" 9.5' 16.0"16,0" 9,0'" 4.5" 6.5" 14.0"14.0" 7,0_3.S' S.S" 10.6" 3Z WHEN ANCHORING TB HOLLOW BLOCK 505 DRILLS SHOULD NOT HE USED TO 8t••w. - '�--!/!/ y 70 160, 2.0 12.0,. 6�0.. 8,0" 16.0"14.5" 7.5" 4.0" 6.q" 10.5"14,0" 7.9" 3.S" 5.5' 1&0^ DRILL INTO HOLLOW BLOCK NOR SHO�)LD IMPACT DRILLS BE USED TO INSTALL Hue P_lla��PROIn CONCRETE SCREWS TO I10LLOW BLOCK __�..- ,_ 104 22,01, 7_0"-.3_S' 5,5" t4A"140" _0' 3,5" 5-S" 10.0"14.0 _7.0" 3.5" 5.5" 10.0" A125M5 W/2.75'EYEtiVA1L 43_16_0_16.0"16.0"1G.0"16:pi116.0"16.0"l5-F 14.0"16,0 16,0"11.5" 6,0"9.5" 10.0" ARMOR INSERT W/2S' S3_19.2F.16A"12A"36.0"16.0"1&0-11 15A' 7S" 11.01,16.0•'36A" 9,0"S.4" 8.0" 23.0" 4 g EMBED(2000ps1MIN CONE) 42 16_0"16.0"9.5'33.5"16.0`" 9,0"_ 70 16.0"16.0" 8.D" 1'1.5"16.0•'16.0" 9.5" 5.5" B.5" 14.0"16A•'9.0" 5A" 8A" 13,0" Q _- 100 16.0" 9.0" S.tl" 8.0" 13.0"160" 9.0" 5.p•' 8.0" TWO'16.0" 9,ti"5.0" 80" 33,0" rt Emulamm mmHg . MM Im mmm' ommr-gym • . R411 . . 0III Fill 101 MEW ISO /mas : . �i/i ilii i� 0/101 1-2/4'EMBED 01/01/1/101 qZOis i�INM I a '°/ .jamANCHOR W1 1-1/4'EMBED /.�i.�ii ' MIN, iii/ �ii�//i�iia o©mmmmomm©MEMO©mL/4-20 SS MACHINE SCREW MEN m©mmmm©mmmo �� 8: o soda Ramanff � � 11%I 3-11V MINm©mm m m mmmmmoEDGE DISTANCE t•�m©A Mom NA j///.%/% f0/hGy//�®3iS///®/iammu EM ••• ����//�' %i%/ an wIlffrIMIX . VON 10 EXISTING HOST ALT.LEG DIRECTION 1 A � N,;fIDB, .E,.`, STRUCTURE 1/4'ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM � 12'MIN FROM EDGE OF ACCORDION •ROUND WINDOW 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE •• ,/ - EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY I AX/ (2)6063-TG ALUMINUM _TOP OR BOTTOM SPCSIZE _* o 6549 1/2' PER TUBE '• EMBED. I SPAN TUBE PER DESIGN SCHEDULE 0 o i'. EDGE OF ACCORDION i ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT �0,�'.• E Fes' 12"O.0 OR#14 x 3/4"SMS 6'0.C. SHUTTER BLADES 4S5 TYPIMIN CAL _ - 1/2"MAX. _� 14 1 )I 5 6 _ ��t41 3'MIN �j, � rn �7 QQU.• i+• EDGE 3 ifi . UQ 94:WM ¢S 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS ZX U& ROUND WINDOW ASSEMBLY) Q SEPARATION 13 a 2 5 W LLWW! N O MAXIMUM OF 3 WINDOWS EXISTING GLASS OR PER EVERY OTHER BLADE 1.+y DOOR N$UT L3JL¢Sx�ii ow IN i LIGHT-N-VIEW WINDOW IN O k EDGE }r1/2"MAIC a n .� $ N.T.S. EXTERIOR ELEV CI DISTANCE I S 6 N N O LL 3 16 1/c••HAx.fROH PUJ GUIDE I� 007 ` TO BUSHING WASHER(TYP) oa ACCESS --1/4-20 MACHINE BOLT W/NUT p A_ I/2" HOLE 12'O.0 OR*l4 x 3/4'SMS 6"O.C. N m P 2.875.0 HOLE TO 7 SPAN TUBE PER w� RECEIVE ROUND EMBED. DESIGN SCHEDULE I * d WINDOW ASSEMBLY 1/2" _(2)6063-T6 ALUMINUM T4AX. ANGLES PER BEAM END,SIZE s EXISTING PER SPAN TUBE SCHEDULE `rQ6 6 G K HOST 1/4'0 THRU BOLTS SEE BEAM Zm< STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c -� 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B-MIN m EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM }}-- SPACING,AND 3'MINIMUM EDGE DISTARCE �, p 0.125' 0.032, 0.125' MAX.DESIGN LOAD= 772 PSF ! $5 0.032" I - ,�-_ 3 SPAN TUBE SECTION 0.196" N.T.S. VERT SECTION / \ SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBER OF NUMBER OF MINIMUMANOLE TUBE SHUTTER SPAN THRU410LT9 ANCHORS PER ANGLE LENOTTi s ROUND 91ZE SPAN _ _ _..-_.__.._ _ a° I WINDOW TOP BOTTOM TOP BQTRIM TOP BORTOP TOP_T BOTfDM $ 1 I p[ ASSEMBLY TUBE I TIRE TUBE TUBE TUBE TUBE TUBE TUBE S 1 m" 216# 60' 123.0' 135.T 2 2 2 3 4• I T 97 101.r 106.9' 2 2 3 3 r � r \ / - 123• 09.9' 91.4' _ 2-_ -2- 3 3 r T Ij7r9c 00- 129.1' 167.1' 2 2 _ 2 3_ 4' T' / / \ 21811_4.1. 114.8• 1Z4_T_ 2 2 �go 0.126' 123' 102.0' 109.6' Z 2 4 4 10"�I 10' e 138.0' 1960 2 Z 3 J T _7" (--T 0.100' ( ) 0. 8' B8' 122r 155.7' 2 2 3 4 7' 10' 02.875' 12 P e 03.250" ) 123' 115.4• 137.6' 2 3 4 5 10' 13' 2 2 3 4 7' _10'_ Q@ U 1 ` / 01 7 870' B7 140_8'_ 229. 2 _3e_J LIGHT-N-VIEW WINDOW �\ / "5" 7 13 y7B= UU g �1 ttlPlfaQRRWKIBYNf60PE 27 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB = SP1111 AN TUBE SCHEDULE NOTES:"ANGLES FOR 2'x5"&2"x6•BEAMS. 15-2339 2. USE 2"z5'x1/4.ANGLES FOR 2"x8"&2'x10'BEAMS. sGMh - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. ►Aae opgr�lTsnora 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE A96 LOW THE 6, LAP BEAMS ENOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK .RANNLBENNMDO P.E. 2°MIN EDGE DISTANCE Spsns Up To 6'-D" Spans Uo To 8'-3" Spans UO To 12'•O" UC LOAD CONN TYPE CONN TYPE CONN TYPE �• ` s. ANCHOR (P56 C1 C2 C3 I C4 CS Cl.I C2 I C3 C4 I CS Cl I C2 I C3 J.C4 I CS -* NO PE004654 112 S145 W/2"EYEWALL 43 16.0"ifi.0" 7.5" 9.D" L6 15.5" B.5" 45" 6.5" B,5" 4.5" 4.0" 7.0" - -_ 3 Aft OR INSERT W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0"#3! 5.0" 11.0" 7.0" 3.5" 3: .0 ^-uEMBED 62 14.0"7.5' 4.U" 6.5" 14.5" 9.D" 4.5" 4.00"7.0' 7.0 ." ." .0" �= -70 11.5"-0.0" 3.5" 5.5" 12.5" 7.5" 3-5" 3.5" 5�5" 7.0" 35" 35 5.0" ST'• STATE OF ;'-"tlNII93.5" 5.0" 7.D" 3.5" 3.5"-5.0" 7.0" 3.5" 3.5" 5.0" '�S '•2,/OgIDA . uti , ANCHOR SCHEDULE: WOOD (G=0.55) 3/q"MM EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-3" sans Up To 12'-0" G LOAD CONNTYPE CONN TYPE CONN TYPE WN s ANCHOR (D60 C! ' C2 C3 C4. CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 I C4 C5 1/4"IAC SCREW WITH 1-3/4 43 16.0"L6.0"11.5"12.5"16.0"16.0"16.0"173'19.0"116.0"16.0"14.5" 4.5" 6.0" 16.0" 3 irca MIN THREAD PENETRATION 53 16:0"16,0_' 6.5" 10.0"16.0"16.0"180" 6.0" 7.0" 16.0"16.0"11.5" 4.0' 5:0"_160" In C s w 62 16.0 16.D" 7.0"5.5"1'6.0"16.0"14_5" 5:0"_6.0" 16_0"16.0"LL.S" A_0"5.0 16.0" 0 iu 9=VXmrl- 70 I6.0�'16.0" 6.0 7.5'.I6A"16A"12_5" 4_0" 55 16.0"16.0"ILS' q,0" 5.0" 16A" ..I 100 Xw,11.5"4.0" 5.0" 16.0"16_0"11.5" 4.0" 5.0" 16.0"16.0"1L5" 4.0° 5_0" 16.0" 7/16'WOOD BUSHING WITH 43 16_0"16.0" 8.0" 10_0"L6.0"15.5" 8.5"-4.5 7.0 IS_S' 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED®1/4-20 53 16.0"10.5" 5.5" B.0" 16.0"11.0_' 6.0" 3.5" 55" 11.0" 7.0" 3.5" 4.0 'S.0" rn SS MACHINE SCREW 62 14.0" 8.5" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 35" 4.0" 5.0" n�9 p °(gyp 70 12.0" 6:0"3.5'x- 5.5" 12.5" 7.5'T 3.5" 4.0" O 1'vwu -__- .5" __ _'- .- !DO 7.0" 3.5" 4.0" 5,0" T-o 3,5" 4.0" 5.0" 7.0" 3S" 4.0" S.0" 3 s14 SMS OR s14 WOOD 43 16.0"16,_D"12.5"14.5"16.0"16_0"16.0" B_0" 10.0"16.0"16.0"11.5" .. 7.0" 16.0" im 49 1' SCREW WITH 1.3/4"MIN 53 L6.0"16.0" 9A" 11.5"16A"16.0"15_0" 6.0" 0.0" 16:0"16_D" 9.5"_4.0" 5,5 13_0" Nd THREAD PENETRATION 62 16.0"16.0" 7.5"-9.5"16.0"16.0"11.5" 5.0" 7.0" 16_0"16.0" B5" 4.0" 5.5"13.0" 70 lKF 16.0"6.5" 8.5" 16.U"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4:0" 5.5" 13.0" ¢g 100 16.0" 9.5" 4.0" 5.9' 13.0"16.0" 9.w, 4.0" 5.S" 13.0"16.0" 95" 4.0" Y' 13.0" �� w ANCHOR SCHEDULE: WOOD (G=0.42) Zm� 3/4'MIH EDGE DISTANCE - - r LOAD Spans Up To 6'-0" Spans Un To 8'-3" z: ANCHOR (P� CONN TYPE CONN TYPE CONN TYPE - C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS a 1/4'LIG SCREW WITH 1-3/4FS, 16.0"16.0" 9.0" 10.0"16.0"16.01-116,0--15.5" 7.0" 16.0"16.0" 9.5" 3.S" 4.5" 15.0" m ri MIN THREAD PENETRATION16.0"16.0" 6.5" 8.0" 16.0"16.0"12.S" 4.5" 5.S" 16.0"15.0" 7.5" 3,0" 99^0" 1L-0" ry 16.0"16.0" 5.5" 6.5" S6.D"16.0" 9.5" 3.5" 5.0" 15.0"15,0" 7.5" 3.0" 4.0'•I11.0" KRAAL® 16.0"13.5" 4.5" 6�0" 16.0"16:0" 8.0" 3.0" 4.0".11.5"1S.0" 7.5" 7.0" 40" 11.0" .0" 7.5" 3.0" 40" 110"L5.0" 7.5"�3.011.0"15.0" 7.5" 3.0" 4.0"IN - - ---.- -- --si4SMSOR014WODD 16A_16.0" 8.5" 10.5"16.0"16.0_'12.5" 5,5" 7.0 16.0"13,0" 6.5" 3.5" 5.0"SCREW WITH 1-3/4'MIN 16.0"16.0" 6.5" 8.0" 16:0"16.0 8.5" 4.0" 5.5" 16.0"10.5" 5.5". 2.5" 4.0"o THREAD PENETRATION 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.55.0" 10,5"10.5" 5,5" 2.5" 4.0"j' 16_0" 9.5". 4.5" 6.0" L6_0"ME 5,5_3.0' 4A" 8_0�30.5! 5.5"_ 2_5" 4A"100 105" , 25" 4.0" 7.5" 10:5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5' 4.0" a d ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE ¢ �s LOAD Suana Up7p 6-0" So"s Up To B'-3" Spans Up To-12'•0" d$ 3 $$$ s ANCHOR (Psn Cl CONN TYPE CONN TYPE CONN TYPE C2 C3 C4 CS Cl • C2 I C3 I C4 I CS C1 1 C2 I C3 C4 L CS 5/16'ITW TAPCON XL W/ 43 16.0"116.0`116.0"16.0"16,0"16.0"16.0"15.0"16.0=16.0 16.0"15.0=9.0" 14.0"16.0" ¢¢¢ a tl 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16_0"16.0"12.0" 7.5_M116-21- F670" 2.0"16.0" Y 62 16.0"16.0'!14.0"16.0!'16:0"16:0^15.0" 9.0" 14.0"MAX"16_0"12.0" 7.5" 12.0"16.0-' i 70 16.0"16.0"11.5"16.0"16.0"16.0°12.5" 8.0" 12.5"16.0"16.0":12 0' 7,5_l2. 10 fii 0' t 12.0"16.0"16:0°12.0" 7.5" 12.0"16.0"36_0'12.0" 7.5" 12.0 16.0" 5 5/l6•ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0 16.0"16.0'10.5' 6.5" 9.5" I6A"11.0" 5.5"l 6.5" 9.0" 9 2-1/4°MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0• 7.5" 7.5" 13.5" 9.0" 6,5" OCRIIfifROWKLIB1WD01E �m 62 16.0 L0.0" 6.5" 9.0" 9:0" 6_s" 15-2339 S 70 15.0" 8A5.0"X8:0" 15.5 B.5" / ' 7.0" 9_0' 6_5" . A �a_- _. 100 9.0" �/ S.S� S�, y-D•• 5.5" 6.5" 9.0" 6.5" C6oe� 9JIJ. L. _ _-1"MIN EDGE DISTANCE -__ _ CS C2 C3 C4 CS CL C2 C3 C4 CS C1 C2 C3 C'4 f5 s12 Ems W/2"EYEWALL 43 16.U"16,0" 9.5' 11.5 16.0"16.0"1A.0" 6.0" B.0" 16.0" 3.5" 5.5" 11.5' ARMOR INSERT QW/22'EMBED 53 L6.D""1"! 6.0° 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 70.16_0" _1_6.0"12.5' 6.5" 9?0" 13_5 6,0 3.0" b.5" 8.5" ANCHOR NOTES:SEE SNEEi ,I �� 100 11.5"X6.0" 3.0" 4.5" 8.5" 11:5" 6.0" 6.01-13.n" 4.5" 8.5" 9 FOR ANCHOR NOTES. L.l Ll