Loading...
HomeMy WebLinkAboutProduct Approval FRO •ii[a.� BCIS Home Log In i User Registration Hot Topic i Submit Surcharge Stats&Facts J Publications FBC Staff SCIS Site Map j Links ,Search 41-nn'-dastisa }. j Product Approval a, USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-116 r� 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 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. s Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 CO! Indeoi.odf FL13757 R6 COI Indep2.pdf FL13757 R6 CO! Inden3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Epuivl.pdf FL13757 R6 Ecuiv Eouiv2.pdf FL13757 R6 Eouiv Eauiv3.pdf 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.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PEOD46549 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.Ddf 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 TI Dwc12,Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PED046549 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.pdf 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 Dwo3.pdf 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.odf anchorage,etc. Created by Independent Third Party:Yes Bask Next Contact US::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State or Florida is an ANEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement.::Accessibility Statement::Rerund 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 emalls provided may be used for official communication with the licensee.However emall 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,FS.,please click here. Product Approval Accepts: W2®R M Cred'R Card IID is 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THEFLORIDA G NOPE-004GS41 N E WITHIN AND OUTSIDE E HIGH IN IGH VELOCITY Up CODE SIXTH EDITION Ol ro THE UUME ZONE AND THE INTER CODE((IBC)AND INTERNATIONAL RESIDENTIAL CODE THIS SYSTEM MEETS MISSILE LEVEL"D'AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH- M196 21996-09.SEEEVALUATION PRODUCT RE TFO R MORE E 1N F 0 R T ' 0 S ON STATC OF2. 0�TTIVEANDNE NEGATIVE D SIGN PRESSURES USE SHALL BE PERSEPARATE ENGINEERING NG IACCOA CE WITH THE 0VERNNGCODE.PRESSURE Ih z 1REURE ENTS A DETERMINED ET M1 EO ACCORDANCE 0 IDA UILOINGCODE SHA BESSTH OREUALTHPOSITIVE R NEGATIVE DESIGN 1LSURECAPACITYVALUES VA UE5USTED HEREIN FOR AN A5'M@LyASSHOWH 3: TSTINGWAS COMOUaACCORDANCEEINWIT1TA201/2022 3ANI ASTM E1886E199E330.4DESIGN PRE,SURE NOTE HEREIN ON MAXIMUM PRESSURES DIVIDED YY A I.S SAFER FYFACT 5 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, 44"' 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY.ITY. FOR a WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED, In B. T � SRSYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC uj x 9. THEE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME m PRODUCT APPROVAL USE OP THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER of 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. io. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE 6 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION TRACK DEV14ASTIHO ASA CONDITION TO THE BUILDING OFFICIAL GRAffflNG HI OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,si&Nrp,DATED AND BOTTOM By LICENSED E S ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE Q EACH L�yER PeER APPROVAL LI LOCKING MECHANISM SEE 13. INFORMATION:ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM TYPICAL PLAN I TOWN&COUNTRY INDUSTRIES H FORT LAUDERDALE FL TYPICAL ACCORDION I MISSILE LEVEL D-ASTM E1889 E1996&E330 202&263 SHUTTER ELEVATION FLORIDA PRODUCE APP ROVAL NUMBER TABLE 2: 1 N.T.S. EXTERIOR ELEV V 3 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 15. ALL BOLTS AND WASHERS NpCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS H MINIMUM TENSILE SIREN HOF 60 K.S.I.,U.O.N.POP RIVETS SMALL BE 1/4-0 On 3/16v 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL .91-1 BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ IN 17. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS RE [RE. FACILITIES A 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT 70 FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :5 30'ABOVE >30'ABOVE :9 30'ABOVE >30'ABOVE 2t. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 22. SHUTTER MAYBE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. GRADE GRADE GRADE GRADE 23. SEALANT HALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72', 2-1/4' 1-618" 2-3/8" I_S/w 1. 993.1jr I . TABLE 1: -7/8 + 3-SW TABLE NOTES: 4-118' 2* iw 2' q ACCORDION SHUTTER AT EACH RESPECTIVE SHUTTER SPAM I NPNI�.DEFINED AS MIAMI-DADE COUNTY AND OROWA 1, DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718' 2' SHUTTER SPAN SCHEDULE'ABOVE ARE _L- S* 1 2' MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE himill I� I,, I RD COUNTY FLORIDA. POSITIVE NEGATIVE z LINEAR INTERPOLATION BETWEEN SHUTTER 2: 9w!DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY snamn DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A E�Aw - DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". te"F LEAD SPAIN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ SPANS LESS 7 30-SH 72' 100 100 HAVE 2-7M6*MINIMUM SEPARATION FROM GLASS WHEN%30 H WITH N MAN ALL -ABOVE GRADE,AND 1-5/6'WHEN>30' or IS 70 ABOVE 6 E. 45- LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120' 63 53 INDICATED ABOVE,7HE SEPARATION FROM GLASS FOR THE NEXT HIGHER$PAN SHALL BE USED. 1 1441 1 43 6. ES1996-EPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTMffiffiffi �q 09, .PRO�874"M lE5 }--2.874• _`\��NV�.`•...s -If}-0.115' � -0.0�62" 0.450' iq 0.080' 0.125" 1.708" 0.100' 1.830" 0.062 1.708• 0.100' N o.OBD^ o.063' rr o s<rOA0.195" 2.820' 0 60"0.195" 1 1 0030" 0.062". 0.125' rCOF465q :O a�+ N 1.993" o0.062 * .O6z• 0.062If1-I i r 0.143" a.o 09.....• Gg 0,630' ---'•--� 0.630' 1,2 Y110-�--� ' 1 11-'111 % - �appggAU<NI069"-} - 0.9710.971"1 0.143' b6D' :70 0.06 0.062" 0.630" 0.630" m9t.111 0.0622 1069' k.069"42 "• 0.02. 00SUPPORT LEG OPTIONAL -1.06 W1. 9y ODW 111 ug�=S QtVT`oi� ' -5.745•MAX. E �l BUILD UU'I' WALL 3O STREAMLINE CEILING TRACK (�STREAMLINE WALL TRACK O HEAVY HEADER�LL U LITE HEADER SILL Nds� �IWCAL,L.. vHALF 512E SCALE,HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ID 13 n " WHERE SHOWN,SCREW BOSSES . 81 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874.1- 2.655• 0.675' 2.195" �f-}0.510' 2,195"--{ 1.230' - � j � 1 1229' ( I I 0.060" II1}-_ fly a! 1 5" ^ �•-�,° 1 -1A692'.655' --1- r-ri-1-roI�;.�:._l.os•:_:. -r-i'rt: ,-___i!,.IIi_____-.8_3 1.•.I-:l_J_._PN___ -![ o0.7 .8 2.362' 4.64" ^ 6 ! ry o.lor N 1.069 1 ' I 0.075• nO0.075"' 0.105" i4Ao.oN0.los' 0.9944.510' 1. NO NOF ARE MET0,781' -4.530' AL W/O ?sm•�a y,+y 7a$��3o8•, 0f _ N OSILL ADAPTER O EXTENDED SILL 1p EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 1 6.8 STREAMLINE SLAT/BEAD[ g' SCLHALF SIZE 8 SCALE HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE ALE SCALE:HALF SIZE 5 1< SCALE:HALF SIZE Fi polli� D.4n �a,t262 0.143" 111 0.080' 1.570' 0 510" 0.590" 0.341' ,06 0.070' 0 245' 0.143" 1.708' t0.143' 0.096" Y 0.060'-k-T m --T 0.115" (o- 0.080' 0.117' 4.753' 4 I& d 0.090' 3 ^ liff D.096" e e 4.510' I D.leD^ n rj 1 o.Deo 1' 0.080' ' U.044• 0.227 0.682' 0.630' 0.060" `i I DFBAIfDW1(LI@1WD0►E I 0.693'J -- 15-2339 NOTE:THICKNESS OF BARE 2.822• � -1.62$"-{ 1 0.420' ll L _ METAL W/0'ANT'S 0.039' O15 6.8 STREAMLINE STACK 16 RADIUS CEILING FIEADER/SILL 17 6.8 STARTER 1g WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE 99 s1 . 1.950, 1 `il1iiiittti7 fP�B)x016S4�N0MOp,�7.EY- . O.SZS" r14 IF 610" STAINLESS STEEL tiYLO I WASHER OR ASSEMBLY ALUMINUM 0.320"0 NOCE (a �0_Q_50" 0.357" 0.88q NYLON n0 .e + SCREW WI TC ULTRAW7E EE7' s91" _ 0046548 •: - n 051• WHeEL 1..0� 0,120+p INSERTS �.. • _._. 1.19tl'-}}-0.24D" �•-I r INTO (NP TOP&BOTTOM) �.�•, Sp :TVP.AT EVERY OTHER 0.750' NYLON BUSHING W/WASHER: � G: µtm ST:5` •--'-i 0.870"tt ��ii 7116"0x1/2"@ INTERIOR IOINi TOP / / n110A '' UG $$p, J �/ 71I,Rg CYLINDER-SOLID BRASS,NICKEL PLATED Elni R CAN 86 USED ONEXTERIORM '//�,,,,#,,EN�',,, 111 �'" .•- 77ii i9 ANGLE HOUSING-ZINC COATED w 0 'xL 22 ROLLER ASSEMBL O Z scALE HALF SIZE SCALEvHALF SIZE NOTE; OUTSIDE 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT' UI �qp S OR.1 UMS TURN OPERATED I SCALE HALF SIZE SCALE:HALF SIZE 7y tla H{a.z59^ _ BRASS PUSH LID LLyIIWT N x SCALE:HALF SIZE '34 NI�0Nx R0.155" 1.978" O W dF p R0.590" 4•0D0'0.900' 0,236" '--1.742• 0.286" 1.6 3" a q 0.623, -•1.710" -1.224"_ 0.267" 0.090" 0.319" 0.531' _ 0.531" I+i 04069" @ 26• n 2.250" d 0.2 +t 0.250' .._�- 0.09 ., I `' -�yO- -T- r3 c p X26' �� 0.607^ 0.607• I {'9 9 0.118"1 (( ' £ . ( 1{-0.224" 0.239` �•, *+ m n(nI 0i ri I:E 4 �-••--2.750" T�Z.pOp"---•-� 0.060" 0.496" LO,241" : vI n m n M i i•• 1 d a 1.758" ..- 1. all 27 RAfNGUARD 28 DECORATIVE FLOOR TRACK J g a SCALE:HALF 512E SCALE.IIALF SIZE " 0.160" 1.001 0.062" 4244" m 0.062• 0.222"1 t 0.062' -0.176' �. 30 UNIMATE LOCK 3t MALE BOX CENTER 32 FEMALE BOX CENTER SCALE:HALF SIZE SCALE F[ALF SIZE SCALE-HALF SIZE .S -4-0.062• ,.E as 5.500`x 13/16"WIDE- {-0.40Cr A 167' 7/16"0 STAINLESS T• STEEL NUT H t 1- k rl - 30 �� ^ 1 a -OTYP" ._, 5/16-18x1 MACHINE SCREW `+ 4y 0- 0.438" •�, 5/16"01NZRNA0 STAINLESS STEEL N 0� I-- 4.500' �-}0.689" POWDER COATED,ZINC DIE- SECTION A HEAD STYLE VARIES `^v 1.050'• DF TA MO�2022 3g 7-LOCK ADAPTER 37 SC SCREW INSERT 38 THUMB SCREW �� � pa ai INiJSTRIA SYSTEMS (OPTIONAL) SCALE•FULL 512E SCALE-FULL SIZE 0.254' 400 44b 44C 0 R I!¢0 a x65ya 3g BOX LOCK SCALE:HALF SIZE 0.319 $ e SCAL&HALF SIZE - END STRIP 1- L F p -•z.99o--t ` 1.625 2" do 3" £XT ' {-1.590"-► --�� -Trp.lzs" S 0.054' p•1 5- SCALE: HALF SIZE p 0.125" 0.09 S T0.085" c � a 0 0 -9.125• ' 0.250" c 0.085" g 0.093'14 1 txPtnutt5 ffittYcotk 39 FF�Cf:JIfCCRIPII0//1 - i! 7.000• ^'--E 39 2X7 ANGLE C@8SCAL_F!HALF END STRIP 21 1.5x3x0.093ANGLE 2g 2"x3"x4.125" ANGLE 512E SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE . R1V m ARDOtE i 1F P.T.. ANY ANCHOR PER ANCHOR EDGE DIST. EXISTIDIST.. SCHEDULE 18"0.r- ,.7 GLAZING SEE END STWR; - SCHEDULE FOk Mrv,? NO 11004 y� N A .ANGLE EMBED y�=N SPAN WHEN USMG: - a y 20,40a,40b BR$OS, ' LEG D RECITDN II II OJ / 1/q• OR B.B SiAR R-� o H�- EMBED. 17 (INTERIOR) - �I R; 17 F-.•, --.THAT(• WITH 210R 2rr •' 1&0 g MIN.0.062°THICK 6063 TG AWN.30 LC .r �� �• ' ANGLE 1°x 1°MIN.TO 2°x S"MAX. _ 21 25 ff (ANGLE LEG MAY BE REVERSED) EDGF�c.....-- — __ 2ANY ANCHOR PER ANC )SIOx1N SCR6YJS AT W/ 11] �;U e DIST - `-' SCHEDULE @ 18"O.0-HDR CORNER,TOP 8.BOTTOM;AND �3U1 dS 41 p i 13 ATTACH TO 6.8 STARTER W/ = D _ 13 13 13) �� 812 x 1/2'GALVANIZED OR S.S.SMS, S.S.#12 x 1/2^GALVANIZED OR Z 30 S.S.SMS 3/16"0 ALUM.POP pJ ti 9 6.80"(TYPA l MACHINE ALUM. OR 1/4-20 RIVET N 1/4-20MACHINE W" _ USE(1)BRASS PUSH LOCK OR(1) MACHINE BDLTBNUi@18°O.C. ALTERNATE END STRIP DETAIL BOLT�Nl1i�18^O•c. U) u (EXTERIOR) S/16-1e7.�iUMBSCREW INTC)THREADED WITH 6.8 SIARfER AND AMGLL aad d INSERT(3Y7)fOAT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ p yWyII y FROM BO M OF SHATTER.RECEIVING END STRIP SCHEDDLE SCREW BOSSES. p TYPICAL PLAN VIEW HOLE SHALL BE 3/B"MAX WIDTH,UP TO p F Bp 6 SCALE 3"=1•-0'• 1"HEIGHT. VBIG(2.7-) 82 OB Pi tu��i 10 2 A- USE(1)BRASS PUSH LOCK 132 76 OR 11)5/16-18 THUMB LOCKING DETAILS FOR 2'BID(3.7') 62 D5" SEE END STRIP SI RE'IpKO THREAOE❑ 1 a IN ER7 77 AT 1/3 SPAN CENTER MATES - SCHEDULE FOR MAX, m{'T� TO 2/3 AN FROM A SHOWN ON RANDOM SPAN WHEN USING BOTTOM OF SHUTTER 30 13 DETAILS 3°BID®(4•T) D �• 20,40a,90b OR 40c, F� RECEIVINCI HOLE SHALL BE TII a '3/8'•PIAX WIDTH.UP TO ° IZ' OR 6.8 STARTER M 1"HEIGHT. 3p ALT.1'RIO D RI M, _ AX• WITH 21 OR 25. 5 E ODI PBZ DiK °� a4+ (g O 4De USE APPROPRIATE g O 7t 20 75" pA��jl STARTER STRIP TO 1.6"x3' 03° II yO 20PROIADC CLOSURE - x0.083' iiII BUIrOR 3 8BUILDING LOIJDIOONS.p9-" 8J, FASTEN STARTER STRIP E 0 6 TO TRACK W/(211110x1• gI v (INSID ) SCREWS AT CORNER,TOP 8 BOTTOM x012S • 1291 ALTERNATE END STRIP DETAIL py ^ ANY TRACK W/SCREW _ SCALE 3"=1'-0" 13 I ss 60 15. BOSSES. ry d � 0 11• E I as 1 w 1 u FOR GREATER SFANS OR LOADS TITAN Q SILL W SHOWN IN END STRIP ECHEDUUF,END §9Q STRIPS REQUIRE A 1'xl•.090'CUP ANGLE C rd dd 15I MID SPAN USING ANY ANOmR ON THE EXISTING GLASS j (n ANCIN, SCIRDNEl1140/1'1EK --- , 0 I ? 13 SCREW"OR 1/4•20 BOLTTO END STRIP, yR aI q J v 30 i o w USE UI BRASS PUSH LOCK USE 11)BRASS PUSH LOCK F--' OR 111 5/16-IB THUMB (INSIDE) 19 OR 11)5/16-1B THUMB 13 �a SCREW 1 0 THREADED EE d SCREW I O THREADED 30 a INSERT 5137 A7 1/3 5PAN Sll-l. INSERT yp7 AT 1/3 SPAN zaej TO 2/3 AN FROM 1 Qe a TO 2/3 STAN FROM =IJIn BOTTOM OF SPLUTTER BOT TOM OF SHUTTER (OUTSIDE) R RECEIVING HOLE SHALL RE / a 3/8••MAX WIDTH,UP T� 1• HEIGHT. 23 TYPICAL O(1TSIDE CORI4ER CLOSURE - gq a 5 CCI DETAILS WO/CORNER POST $ 13CO [OPaEO1IFiVttLtBIWDpPE NTS +3 31 215 13 23 (OUTSIDE) 15-2339 SIL 1. USE 111 BDx LOCK AT 1/3 PAalDtlOiIIRIONI SPAI1 TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSUREp� 99 i CC2 DETAILS WO/CORNER POST 1; MULTIPLE SHUTTER ASSEMBLY C NTS Yr SCALE.3"=1'-0" //11 Ii E E In a zit I $ti I - s • r _ FRANK L DEMNM00,P.0 SCHEDULE FCl CONNECTI ANCHOOR R STRUCTURE,EOST \� �q f 11 011 TYPEj ACING 9 C1CONt CONNECTION TYPE MAX. 1/4-20 MACHINE BOLT - \ REFERENCE ANCHOR 1/2" W/NUT @ 12"0C OR `� 0 SCHEDULE FpR MAX ®2, 114 SMS(ol 6"0 C SPACING ITYP.TOP A BOTTOM) � 0»yN t ALUM. TUBE i0�••• AT 0 m 2 FASTENERS 6063-T6 ALLOY I wr EACH ANGLE - SEE 7ARIF A FOR SIZE. W o 80R 66 J Z 1"x 2"x 1/B'• I iI I ALTERNATE THRU BOLT PE OR 2"x 2"x 1/B" I RIEFERNENCEIANCHON OR MIN GLASS tt o x In®rr"j, k> d ALUM.ANGLE o --- -'- ' Y SCHF.OIILE FOR MAX SEPARAT04 13 -. u4X �pL m ` 13 I,I,._.. , SPACING PER TABLE 2 j a zHry EUS THREE 3/16"0 ALUM. 0 '•li 1, I"� I GLASS 1 1 am WW $'J2'" wry, POP RIVETS OR o 17 - i I OR DOOR—1� N w a a THREE 812 SMS,TYP .I I u r,'A'^r '�+� 3/16"0 ALUM POP j - a=w N w i 17 (Ra11BTOC.�T 1'P 12 115 I .. ... _ —__i�/� A(TfR'A'A)�� SUR OR £zj .�i0 ul TABLE A(ca) \ - - f \ —- �`D m PRESSURE VS ALLOWABLE LENGTTI MAY USE MALE OR - \ — p E2 PSF 2Na Blb 3.3x1/6 FEMALE LOCK-SLAT w GI 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN ' 62 13D' 191' C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING n 121" 119' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE APICHOR •" WASHER I7YP.1 yd SCHEDULE FOR MAX SCHEDULE FOR MAx 62 119' 371' _- N T S O p 91 114" 165' SPACING - �I/ 14x3/4"SMS(al 9"OC F�B �u 702 110" 160" _ i'� ANGLE TO TUBE CONNECTION Wlip 120 104 11r EXISTING HOST �� TABLE 6(a4) 2"x 2 x 125" o EMBED 6063-T6 ALUM TUBE y`3t y STRUCTURE X323± ($s5 150 9T 131' PRESSURE VS pl10WABLE LENGIH 5 CONNECTION TYPE 1W 80" 114' II// - Jg^ EDGE DISTANCE REFERENCE ANCHOR PSF WRH 1J0 3W[�iH 1!8" SCHEDULE FOR MAX E SPACING 62 113' 166" FASTENER Col 18"O C. 12 IOr or USE ANY ANCHOR SHOWN C�ALl'ERNATE BUILD OUT MOUNT SECTION a �- 02, • 101" lar IIJ ANCHOR SCHEDULE). SCALE 3 1'-0'• ?' 92 95' 139' .d 102 91' 131' r-1-2-01- er 12r W ,y fs0 79' for i 200 64' 99' - -.. w .. _. ... 2-x 2"x - 13 Fv=wO 090"6063-76 3/16 RIVET OR tE 12 SMS - INN GLASS 7 _ (al 18"O.C. OR 1/L-2U ALUM TUBE TYP. i� j EPARATKIIJ - =L z u J �9 NUIBBOLT(TYP.) 17 F PER TABLE '�' DVI a 9L21 3/16"0 ALUN.PUP C•la� GLASS X RIVET OR N12 SMS 2 to m ALU.. TUBE1:0 a a IC 11 O 6061-7G ALLOY (m 18"O.C.ITYP.) 1:0 OR DOOR ---£ U to SEE TABU@ FOR SIZE. /_211 x s'x 1/1" u� 4 d € 2 FASTENERS ALUMINUM ANGLE CS StE a EACH ANGLE ALUMINUM ANGLE 4g!Yp V x 2"x 093"6063-76 OPTIONAL ANGLE INSIDE 3 76 THREE 3/16"0 ALUM ORIENTATION TYP. 77 w .• N {2 ALUM.ANGLE.TYP 17 -- - S 6 G dq o POP RIVETS OR 17 THREE p12 SMS,TYP 0 0 1"x 2"x t/0" - 4 CONNECTION TYPE 44ySp , OR 2"x 2"x 1/8" ' REFERENCE ANCHOR p"�T �yE 13 ALUM.ANGLE —'`/'' SCHEDULE FOR MAX ME IY R �A USE MALE OR FEMALE _- SPACING OWIRfH HMLIUR WAPL LSE MALE __EXISTING CONCRETE. 152339 13 13 BLOCK OR WOOD FRAMING z MJI1L p (OUTSIDE) EE INSIDE SILL MOUNT SECTION EAi!°90UIROMI tt12 x t/2"GALVANIZED SCALE:3 1'-0" CC4 POP RIVETTYPICAL CORNER CLOSURE DETAILS OR s SMS,3/16"0 ALUM SIDE CLOSURE OPTIONS BOLT 1/4-20 HIS MACHINE BOLT 8 NUT SCALE:3"=1'-0" g� La le"O.0 1 h PRANK L MN0 7 P.E C5 CONNECTION TYPE * L"V4 ?'� r, REFERENA EXISTING 1 p SCHEDULSTRUCTURE 50 R SPACING GLASS a o_"' GLASS Cl CONN5 MAX r1/4-20 MACHINE BOLY(tP" OR DOOR ti u y OR DOOR--• ww REFEREN ®� / W/NUT @ 12"O.0 OR CC: No d h u N F e-w p SCHEDUL1 �Qz`" �'A=p,� SPACING tk14 SMS(al 6"OC= - L w¢^ MN 13 p V2•' ITYP TOP&BOTT8h- MIN. 13 UI N w GLASS N f`u m /2" -() 1:!` O 1/4'""20 THRU BOLT W/ GLASS X m EPARATION LO_`h4 LOCK NUT 12"0 E OR PARATI ¢x w Q N 14 x 1/2"SMS @ 12"0 C PER ?f z p Z. w In PER E F?F OR 3/t6"0 ALUM POP TABLE 2 ¢1.1 p¢ � 'iZt/2'SMS @ 12"O.0 E.S.' T'ABLC 2 z I- RIVETS @ 6"O.0 OR 1/4"0 S n �OR IM11"O ALUM.POP ALUM.POP RIVETS @ 12"0 C.RIVETS@6"O.0 E.S. \ z W R 1/4"0 ALUM.POP RIVETS /' it AND 3O MN GLnS5 w t2ed @ 12'"O.C.ES. -- - ASSEMBLY _ 7/4"MAX FROM PIN ..tt4"MAX.FROM PIN 1/2"TYP. GUI-OrT TU--SFINGSEPARATION 13 y,�jAN010 GUIO TU TUSHING PER TABLEZI- TC'^WWASHER ITYP.1 --- �Z N wLASS z j ASSEMBLY WASHER ITYP.) lflflfll - tt2" L/2"TYP EXISTING CONCRETE. F 3 CONNECTION TYPE OR DOOR--ryl N~Duan $� / BLOCK OR WOOD FRAMING u 3:I III / w EL7GE REFERENCE ANCHOR - X Z¢Z� N s Q/ - 6 w C4 CONNECTION TWE DIST SCHEDULE FOR MAX om ow 61� REFERENCE ANCHOR o ESTE SCHEDULE FOR MAX SPACING AS SHOWN -C3 CONNECTION TWE Ila DIAGRAM ON PO,9 0 w I" OR REFERENCE ANCHOR EXISTING CONCRETE, w o O 6 6 CHEDULE FOR MAX. BLOCK OR WOOD FRAM114G O 6 n J SPACING ALT FASTENER t2,• 1/4"MAX FROM Pal tyi LOCATION.FRONT AND CT CONNECTION TYPE GUIDE TO BUSHING BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/2" WASHER ITYP.) N iti'hLAX FROM g INSIDE MOUNT SECTION SCHEDULE FOR MAX / " 19 iI WITH THIS LOCATION PIN GUIDE TO SCALE,3"=1'-0" SPACING -= $ BUSHING WASHER OA INSIDE'MOUNT SECTION 5 CONNECTION TYPE ITYP.1 �f I REFERENCE ANCHOR SCALE:3"=1'-0" SCHEDULE FOR MAX �rn m J EXISTING CONCRETE, SPACING `J�a 0,, / BLOCK OR WOOD FRAMI EMBED .ir �'j K 4N M� CD BUILD OUT MOUNT SECTION m< � TYP BOTTOM EXISTING CONCRETE, SCALE-3"=P-0" `m O BLOCK.OR WOOD FRAMING E r�g NOTE:FOR DETAILS A.B.D,AND E ON THIS SHEET, COG GIST, EXISTING THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION AN TYPE EMBED STRUCTURE ,gr WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w REFERENCE ANCHOR 5 CONNECTION TYPE X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m EO E SCHEDULE FOR MAX REFERENCE ANCHOR 5i i3 MINIMUM OF 12'"LONG.THE SILL S CEILING TRACK W SPACING USEDWITH THE BASE TRACK MUST EI CONTINUOUS 6 6 SCHEDULE FOR MAX �IYj�, OVER THE GAPS BETWEEN SECTIONS. 3 15 SPACING w 1/2.. >R(Z) 6 C) H fI GLASS MIN I �? o O � a OR DOOR w w ASS I12 x 1/2"SMS(u1 12" EPRATIO 1 = w¢ t3Ir a C C g ¢' O.C.OR 3t 16"0 ALUM, PER N Z u W to 7 7 38 V 95 L9 e �wa7 POP RIVETS(a)6"O.0 TABLE 6N i3 0 T.0 X O Z I- GLASS OR Ip N w m ¢ = N w w OR 1/4•"0 ALUM POP Q K¢ DOOR MN.CIA = Z W Py e 73 Yx.,=_r RIVETS 012-00 =- of PaA Vi MN GLASS N r u m N PER TABLE 2 SEPARATION '2200 .` u y 2 0 Z N pZOZ+- ( (R� 'Q�Lt:Q SZ 1545 pppryry 1/4-20 S S.MACHINE !:ERTABLE 2 4 J O d `%'AND06 1/4"MAX FROM PIN •"t A SCREW&INUT(M v N ASSEMBLY i/2'" 1/2" GUIDE TO BVSHIING _ 72"0C. Q TYP. WASHER(TYP.) w GLASS OR DOOR t/4"MAX.FROM Pth7 m W o _ 1/4"MAX.FROM PIN_ a E ttt---yyy X GUIDE ID BUSHING w '4 CONNECTION TYPE it 2" CyatliOc TO�IUSHING - C SE WASHER ITYP I EDGE REFERENCE A14CFIDR L,.J WASHER ITYP) V.am EXISTING CONCRETE, S DIST. SCHEDULE FUR MAX //. CQ11E0iTRVMLR}1LYCOPE ry BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE FRAMING CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR � 15-2339 OR - BLOCK OR WOOD FRAMING REFERENCE ANCHOR x 3 3 CONNECTION TYPE #12 x 1/2"SMS"x 1t4"CONT —,� (a 12" SCHEDULC FOR MAX SCHEDULE FOR MAX. eeAih SPACING PAc�ounuP�tRxI ' 863-T6 ALUM.ANGLE /} REFERENCE ANCHOR 0 C OR 3/16"0 ALUM LSPACING OCXISTING CONCRETE, AY BE REVERSED CATION FRONT AND ALT.FASTENER..� SCHEDULE FOR MAX POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'O BLOCK OR WOOD FRAMING - 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION �y CQ WALL MOUNT SECTION RIVETS @ 12"DE CEILING INSIDE MOUNT SECTION99 2I SCALE:3'b P-0" SCALE:3"-1'-0" �'�ALL,/BUILD OUT- SCALE, UT $ sECTION p SCALE,3"=1'-0" .y �J 1• MN GLASS GLASS SEPARATION Z,j 111y l' %KLP9RNM(p.REl OR DOOR PER TAIN F.2 13p0 iaw .. _ .01: 6M t _ Ih•4 N DOORS OR DU iWa GLASS OR _*: NDPU0465 '6 NW 6. u Goon "N GLASS ' X N" - SEPARATION - /ry TF d 3 m MN CLASS W w PER TABLE 2 `� ' u j _ h - SEPARATION a i-m ~rT' 57A p r- PER TABLE 2 w h C F,40 /R za Y^' f�tz0LUi z 1z" moo fall o�v 13 Ewa13 x ' -� - /2 1 MAX FROM PIN GUIDE E Jua Ci CONNECTION TYPE X wav^ m 20 u REFERENCE ANCHORTwd �iF1 BUSHING WASHER(TYP) eve SCHEDULE FOR MAX. - pn RRRR 6511 TWO 1/4"0 WOOD .250" SPACING _ ¢N � W LAG SCREWS(a7 24" C4 CONNECTION TYPE `j N� L'xi p O C MAX WITH PENETRATION REFERENCE ANCHOR w Nt THRINTO C NTEROF p SCHEDULE FOR MAX I �z50 %D O INTO CENTER OF 2X STUDS /2: f SPACING r. r/ ' 18 `t EMB "T' 14 SMS(a MIOSPAN BETWEEN /E ��N 111[ 16 STUDS FOR TRACT{TO P'x 4'• PLYWOOD A TUBE C014NECTION EXISTING HOST STRUCTURE f STUCCO FINISH 1"-I.- x.12S' 6063-T6 ALUM TUBE THtS DETfiit 70 BE USED WHEN STUD SPACING ON DECORAIIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL m�P EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3'=1'-0" SCALE.3"c 1'-0" a OWALL MOUNT SECTION THIS DETAIL MAY 9F�i SCALE:3"a 1'-0- ALSO BE ,SED m AT TOP m e �$ ACCORDION SHUTTER PER PRODUCT APPROVALw ' ¢ t- o —GLASS °1 . 1" r MR GLASS OR DOOR Ih- pi _ '^^ SEPARATION t3 ] 4`77 N APPLICABLE ATTOP w Z PER TABLE v=i r EXISTING WOOD(G=0.4 2) I"Q xj AND OR BOTTDM Q a X Q TRUSS OR RAFTER (^D 24"MAX.O.C. iL OR 3" MAI FINISH TERIAL1 1(2'MIN- 5 6 "•�_1/4"MAX FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 __ _ Y TO BUSHING WASHER(TYP i 2'x 3'%3�"x CONTINUOUS OR �t 2.175' 3 � � ALUM.ANGLE w/THREE 2'x2'xY'a"xCONTiNUOUS t "'VVV _,.�•, _ 1/L"TILE(TYP) 1/4"0 WOOD LAG 606146 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" as d +� 9 3/4"PLYWOOD MINIMUM THREADED II U gpp 0.9"MIN.THICK 6061-TS ALUM TRACK X ' PENETR.-T-IN WOOD(M 3 $$$ OR 5/6"IbA32GRADE DE 7HRU BOLT 7"O.t 5 fi iii FASTENED TO ANGLE WITH 1M EN `; �O EACH RAFTER OF TRUSS. ANGLE KS1 CONCRETE £ OR VOR A32S GRAOF.THRU BOLT(Fi1 12"O C S� �. Y EXISTING3 KSt CONCRETE - MACHINE SCREWS A73°PROM ENDS GALV OR S.S 24"O.C.MAX WHERE EL STWRAC 3 WITH AND 9'Q.C.FOR THE BALANCE ANGLE EXTENDS BEYOND 1{""pl ELCO UCTRACONS A7 EXISTING CONCRETE HOST E b �.— 1/4"(c£LCD ULTRACON TO CONCRE TE/CMU g SEX7END ANGLE TO T TRUSS MORE IJ x i 3"FROM ENDS AND 4"O.C. f 5"0 C.W/1-1/4"MIN.EMB. 2-1/T MIN. STRUCTURE 3000 PSI MIN NEXT TRUSS, a FOR BALANCE WITH I MIN EMS. LAG WOODS L0.42,T W/1-7/B" MIN EMB. tN WOOD SG=0.42.TO 0.55 MIN EMBEDMENT ANp 2Y1' MAX.DESIGN LOAD AT 5^•0"FiAiE SPAN: ^"rA EXISTING COWCREIE, t3 ] w MIN EDGE DISTANCE^ +62 P.S.F. HOLLOW BLOCK OR w F u m STAGGERED WITH 3"MIN. •DESIGN LOAD AT 6'"0'MAK SPAN: W 000 FRAMING.SEE t��'h d WPTPAffRUKtiB11Yt0}E SPACING^TYP. t52 P.S.F. 2'r 5"x 1/e"CONT ANCHOR N TYPE .� ALUM ANGLE(6063-T6) d w a d Z. 15-2339 { BUILDOUT MOUNT STRUCBASEDTURE U TYPE OF E-+JQ p HO SCALE+NTS STRUCTURE 1MAX.DESIGN LOAD: PAC■oactttmuNI PASS THRU DETAIL Hb SCALE,3"=1'-0" T 1 TRUSS MOUNT SECTION a SCALE•3"=1'-0" 1 LJ EXISTING HOST ALT.LEG DIRECTION I lRw+ld jfeS:E:Iy STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN y 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED G CONCRETE IM HOLLOW BLOCK,3"MINIMUM � ••I_.�•/ //i/ EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY l/2° SPACING,AND 3'MINIMUM EDGE DISTANCE ` AX (2)6063-T6 ALUMINUM TOP OR BOTTOM ANGLES PER BEAM END,SIZE _ D 6549 •: 12' PER SPAN TUBE SCHEDULE -7( EMBED. 1 SPAN TUBE PER - DESIGN SCHEDULE o N �C EDGE OF ACCORDION L_9 ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT O,� E FW ' SHUTTER BLADES S Q - 12.O.0 OR#14 x 3/4"SMS 6"O.C. �s• 6 ��33 n /i aS 0 3.5"MIN �N 7/ •1 dl TYPICAL I• 1/2"MAX. r��111 1Ei`•4 3•MIN 3 16 � Q W` 8 EDGE z=F 2.875"0 HOLE AASSEMBLY) DISTANCE - MIN.GLASS 13 z p ROUND WINDOW EXISTING Q SEPARATION µ,Q QL�( H MAXIMUM OF GLASS OR SC II�� t' a PER EVERY ODOOR N u w N 7 e s 3"MIN 1 LIGHT-N-VIEW WINDOW DISTANCE 112-MAX , N plYlNEJf1J1 "rQu W $ N.T.S. EXTERIOR ELEV Nm 5 6 p t•J 3 16 1/L'•MAX.FROM PIN GUIDE n W F l31 ` TO BUSHING WASHER ITYP ilu q W aACCESS -114-20 MACHINE BOLT W/NUT Cil -Z 1/2' HOLE 12"O.0 OR 014 x 3/4'SMS 6'O.C. y 2.875'0 HOLE TO -SPAN TUBE PER W RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY .; 1/2' 1- YYYp -(2)6063-716 ALUMINUM }I �AX. ANGLES PER BEAM END,SIZE 6'9 9 Z IY EXISTING PER SPAN TUBE SCHEDULE d HOST U4, "¢THRU BOLTS SEE BEAM m STRUCTURE CEDULE FOR REQUIRED NUMBERS 1 4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m }� EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM EE SPACING,AND 3•MINIMUM EDGE DISTAT•/ - C p 0.12S" }}--0.125' 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF a $S _ I 3 SPAN TUBE SECTION 0.196" / 8 N.T.S. VERT SECTION pti SPAN TUBE SCHEDULE ti I \ ALLOWABLE TUBE NUMBER OF NUMBER OF MMIMUMANGLE SPAN THRU410LTS ANCHORS PER LENGTH TUBE SHUR19l ANGLE 1t + IsROUND SIZE SPAN -TOP, IJ WINDOW TOP BOTTOM TOP BOTTOM TOP GOITOM TOP GOfTOM C cq� ASSEMBLY TUBE 1 TUBE TUBE TUSE TUBE TUBE TUBE TUBE SU 21 2k6k 804 123.8' 135.2 2 2 2 3 4' 7' d \ 0.125- 96' 101.71100.9' 2 2 3 3 T T 123' 889' -867 - 2 2- 3 _ 3 _-71 _ kl z21.61.21.61. eo 9 ' 128.1• 16'79.0 7' ' 2 z _ 2 _ a a• 7• 0.125' 987- 8•114. 124.1' 2 2 9 3 T_ 7' �p / 123• 1029• IOD _ 2 2 4 4.� -10' �10' [PEi 80' 138.0' 108.81 2 2 1 3 3 7- _7- ggg \_- O.1B8' ) y B6' 122.71 155.71 2 2 3 0 70 10• 02.875" 03.250" 12 173' 119A' 137.6' 2 3 4 9 10• 13' d qg¢ ) 80' 1681' 2a0.0 2 2 3 4 2*kIWx -w _7' 10' p § ` / 0 1675' 140.8'- 228.8' 7 _3 __ _ 10" Mail LIGHT-N-VIEW WINDOW \� / 173 iizr. 203•'' a a 6 ' 13 -19= «Lfff S 29 ��� OOP0IWIBWIILBMNWPE N.T.S. 'SABIC PLASTICS 51X14317 UL-94HB - SPAN TUBE SCHEDULE NOTES: -x'ANGLES FOR 2'xS"81.2"x6•BEAMS. - 15-2339 2. USE 2•x5•Kl/4•ANGLES FOR 2"x8"&2•x10•BEAMS. sr�ILaI - R 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAae orxxlm {f 4. TOP IS,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 AMID-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, 99 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE 6. IAP BEAMS DARE NOT ALLOWED. BELOW THE BEAM. 0 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 1 a jr ANCHOR SCHEDULE: CONCRETE (RANK L BENNARpO P.E. 2.5'MIN EDGE DISTANCE ��� �'•-1 T "• G - n - Spens Up 7p 4'-0" Svans UP To B'-3" SEarm UO To 12'•0" )TI� LOAD CONN TYPE CONN TYPE CONN TYPE S ANCHOR Gpt) Cl CZ C3 C9 CS- CL CZ C3 C4 C5 Cl C2 C"3.1 C4 1 CS q3 16.0 X6-6' 1.9'36.0"19;0" 6 6.•• NO PE004 ij4•IiIY TAPCON OR ECIXi _ _ 5 - .4"1 0 9.0" 1370 36.0"iff.q" 9.5" S.5" B.S" 14.5" _*; ULTRACON WITH 3-3/4" 53 36.0"16.0"L0.5"14.5' "18.0"12.0" 7.0" 10,5"16,0"15.4" 7.5" 4,S' 7.S' 10.50 EMBED(3192ps1 MIN CONC) GZ 16.0"16.0^ 8.51• 12.5"16.0"16.0" 9.S" 5.9" 8.5" 15.0"15 0"7,5" 4.5' 7,S"10.5" _"O * yI:J 70 16.0"13.0" 7.0" 22.0"18.D"M.F. OA" 5.0"7.5°11.5"15,0" 7.5" 4.S" 7,S" 10,5" G 12"i44 z u=xmmma' 100 19.0" 7.5"4,5" 9.9" Loa'15.0" 7.5' 4.5" 7.F' 10.5'15.0" 7.5" 4.5" 7,5" 10,5'' 2 S(TYP. 7 / 0 COM BNATIIO (}�%_ STATE O q / 10 C014BINA 7l0r1; •.a FIQ 114`MittEN1UN MIttFAST 43 18.0"I6.4"15.4.15.8"19.0"16.0"56.0" 9.p" 13.5.16.0116.0, 8.5" S.S" 9.0" 13.5" ORIO WRH 1.3/4'EMBED(7275ps1 53 16.0"i6.0"11.0'15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4,5' 7,S' 9,5" ti S/ W LL MIN CONCRETE) 62 18.8"35.0"8.5"53.0"L6.0"16.0" 8.5" 5.5" 9.0" JlD.5 13S' 7.0" 4,5" 7,S" 9�S" O ''%/aNAL tl/ttu ss 7Y C 70 18.0•-1270 7.0" 31.0"16.0"14`_0" 7.0'" -4.5" B.0" 13.5" 7A' 4,5" 7.5" 96" >,t,_ .6" T.04.5" L5' 4.5" 23.5" 7.4" 4.5"75" 33.5' 7.O" 4.S" 7.5" 9:$"CRETEFLER 554 43 16.0"18. 16.0"iG.O"14.0"16.0"16016,0"32,5" Z W/T EMBFA(3350psl MIN 53 16.Q"16.Q"i6.0"38.00 16.0"16.0"16.0"10.00 15.5'16.00 16.0"10.0" 6.5" 11.0"14.0' I S ITYP.1 7.x S(TYP.1 ry Con) 62 16.0"16.0^32.5"16,4"16,6"16.0"12.5" BA" 13.0"16.00 16.0"20.0" 8..5" 11.0"14.0" w,T". A=U111p105• 70 10.0"76.0"10 5"16-6.0"16.0"16 0"10.5_' 7A" 11.5"15.0"16.0"10:0" 6:5"11.0"14_-„0" 3t1�y d6p 300 38.4"10.0" 8.5' 53.0"14.0"16.6"1Q.0" 6.5'-X3.4"14.0"16,8"10,0" 6S" 11.0'14.0" IW 1"MIN EDGE DISTANCE NOTE "S" O INDICATES ANCHOR SCHEDULE SPACING by _ v C1 C2 C3 C4 CS CE C2 CT C4 C9 Cl C2 C3� C4 C5` SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELOD 43 16.0"16.0" 7.5' 8.O' 16.0"16,0"16.0" 5.0" 5.5" 16.0"16.0-19.0.. 3.0" 4.0" 14.0" llLTFACOH WITH 1-314° 53 16.0-116.0- 5.5" 6.5' 16.0"76.0"52.0" 4.S" 28,0"24.5" 7.5" 14,o" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE EMBED(3192ps1 MIN CONC) 62 16.00 15.5" 9.5" S.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 1000" ANCHORS ONLY G Cb CONNECTION TYPE USING PIECE WITH 70_]4.0"12.5' 4.0" 5.4" 16.0"25.0" T.S' 2170 19S' 7.5" 10_-0" OUTSIDE ANCHORS ONLY pry Y00 14.5" 7.5" LO.O"14.5" 7.5" 30,0"14.5" 7.5' 10,0" {i _� iJ4"MILLENIUM MIUPAST 43 16.0"187"11.0"13.5"16,0"16.0"13.0" 8.5" 9.5" 16.0"13.0" 7.0" 9.0" 5S" ]0l5" y P WITH L-314'EMBED(3275pst 53 2&6_15`O" 8.0" 13_0"36.0"36.0" 9.0""S.0' 7-_,,5" 5.5" ANCHOR MOTES: W .� MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.9" 11.0"10.5" 5,9" S.5'• 7.5" y 70 16.0" 9.5" 55' SA, E6.o"21.5' S.5" SS" 8.5" 2D.5"5,5" 5.5" 7.5" i. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 100 10.5" 5.5" S.S' 7.3" 10.5" 5.5' 5.5" 7.5" 30,5" 9.5" 5.5" 7,5' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE rn rn a� D is LIMITED TO THOSE SHOWN IN TAOLE 1 P 1. _ _i^3/4"MIN EDGE DISTANCE L 9 ) p� a 0 214'ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm.°1 B u ANCHOR W/7/8'EMBED& Cl C2 C3 C4 �CS Cl C2 C3 Cq CS Cl C2 C3 C4 CS ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR E, 114-20 SS MACHIN�SCFIEW _43 16.0"157' B.5"44.0" 57';.. 12.P' S.5" 7S�' 16.,0"12-_5" 6.5" 3.0" 5.0"50.0" EOUAL70 NEGATSVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 3000031 MIN CONC 53 X6 0"15.0" 6.5" 6.0"16.Q• 6150 4.0"fi.0" 15.5"10 o" 5,0" q.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. 62 16.0" 9 0 9.0' 6.0"SLS 5.5' 3,5" 5.0" 10.0"SOA" S.D" 4.q•' 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. • 70 16.0" 9.0" 4.5" fi.0"10.5" 5.S' 3.0" 4.0" B.0" S4.q^ 9.0" 4.b" 7,0" � 100 10.0" S.0" .0•• 10.0" S.0" 4.0" AO" 10,0" 9.0" 4-n.. 7,0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 1/4•ALL-POINTS SOLID-SET _ r MIN EDGE DISTANCE _ _ BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR W/7/B'EMBED 51 Cl C2 C3 C4 CS Cl C2 C3 09 C5 CX C2 C3 CA G5 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR ID£NTIIICAMON OF �p 114-2q 55 f4ACHINE SCREW 43 "LE X6.0"26.0"14.4"16.6"15,0°I4,0"22.5'16.ff'16.0"14.0"2I�0" T.0" 11.0"3b.0'• CONNECTION TYPE. (3000p31 MIN CONC) _53 16,00 16.0"13.5"16.U"16.0"16.0"19.0" 8.5' X3,5'16.0"16.0" 8.5° 5.5" 9,5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE "I •� 62 16.4"26.0"10.5'16.0"16.0"16.0"IIAT, 7.0" E3A"18.0"26.0" 6.5" 5.5" 9,5" 12.0' ONLY. 6 70 16.0"15.0" 9.0" 14,0" 12.0"4. 16.D0"15.0" 9.0" .D" 10.0"13.0"16.0" B.S" 5.5" ]6.0" 8.5" 5.5" 9.51162"o'.116.0-1 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED & itl0 " 12."1670 B.5" 55.5" 9.5'" 12.0"15.0" 8,5" 5.5' 5" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS S5 DROP-IN 2-S/8'MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER WJ 1!4.20 SS DOLT AND Cl C2 C3 T71 C5 CI CI CT C4 CS CA C2 C3 C4 C5 FINISHES. 4 CONC11 )ED(3000psi MIN •• 3 16 0"16.0'_9.5-14.0_16.0"16.0" 9.5" IU.O" _4 p" 1-43 16 0' 810 7 VARY FIEFI.DSVEN'RGIFY'fHUAR/i IS WOOD ARFRAMING, ]„MTIO ADEpOUATE�WMOIDD CONDITIONS a 6: 6X 1670 12.5" 7.5' 32.0"187"RV 7.5" 5.0" 8,5" I1.5"11,60 6.0"4.4"7A" E.O. MENDERS NOT PLYWOOD.FASTENING TO PLYWOOD LS ACCEPTABLE ONLY TOR SIDE ThURE PIECES, �y s • 70 16.0"10.0" ff.5" X0.5"16.0"12.0" 6.0" 9.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.p" e.q" S W�of zi q 100 11:5. AM"1 4n"I 7.0"1 8.9" 11.5" 6.0" 4.0" l.q" 8.0"111.5"16.0" 4.0" 7.0" 8.0" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF jSTUD.yFRAMING,FASTENER 3M•POWERS SS DROP-IN 3-1/2 MI EDGE DISTANCE SHALL IS ACCENTER BBLEOFOR WOOD FARMING LAG S�REWS SHALL B d d 1 $ Wl 114.28 SS BOLT AND Cl C2 C3 C4 LS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. !II 1"EMBED(3000ps1 MIN A3 16,0"16,0"15.0"Ib.O"L5.0"16.0"14.5 9.0' 13,5"16y0" CONC) 53 18.0"360"_10_5"X50"167^16.0"10.0"6S" 10.5"16.0"12.D° 6.0" _9.0" 75" 8.5° 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGE MEry}'DF THREADS IN e p d2 12.5"16,0"15.0" 9.0" 5.0' 9.0" MIT'12.0" 6.0" d.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD.TRUSS HEAD,OR WAFER q a. - HEAD(SIDEWALK BOLT),U.O.N. 70.1680"10.5"7.0" X1.0"16.0' 12.5" 6.5" 4.5' 8,D' 9.5" 12,0'.' 6.0•' 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 100 0" 7.5 B,5" 12.0" fi 0' 4.0' 7.5" B.S" i276A" 4.0" 7,5" 8,5" 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, tit SMS Wj 2•EYEWALL C! CZ C3 C4 C5 Ci CZ C3 C4 C5 Cl C2 C3 C4 CS NUT OR WASHER WINGNU7: ARMOR INSERT W/) EMBED 43 36.0"16,0"11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"36.0"16.0" 9.0" 4.S" 6-5" 17,5' tOPOIDRilGMLSI/RR3D7E (2000ps1 MIN CONC) •-- __ -_..T._10.0^ 11 MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. iar,-23 9 �53_16.0"16.0" 8.5" 31.6'•36.0"35.0"51.5"5.5" 8.4" 35.0' 34.0" 7.0" 3.5' 5.5 6R _ 62 36,0"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 OCAte• 70 16.0"117 0" ff.0" 8A" 16.00 14.5' 7.5" 9.0" 6.0" 14.50 34.0' 7.0" 3.5"5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL tABR pr�cannow, •7•.0" 3.5" 5,5' 10:0"14.0" 7.0" 3,5" 5.5' 30.0"14.0" 7.0" 3.5" 5.5" CONCRETE SCREWS TO HOLLOW BLOCK -912 SMS W/2.75'EYEWAU. �3 16.0"16.0"1bA"15.D'I 16.00 36.0"16.0"10.0"19,0E 16,D"16.07'11.5" 6.0" ARMOR INSERT W/2.5' 53 EMB16_0"36.0"12.4"16.0"16.0"X67"15.0" 7.5"11.0"16.0'•16.0" 9,0" 5.0" 8.0" _L ED(20ODps1 MW CONC) 62 36L0"10.0"�9.5" 23_5"16.0"167"11.5' 6.5" 9.5" F6.0"16.0- 9.0" SA" 70 16.0"16.0'• B.0" 11.5"38.0"16.0" 95" 5.5•' O.6" 24.0"16.0"9.0'' 5.0"e,D" 33. -- 300 169V 5.0" 8.0" 13.0"16.0" 9.0" 5.0" B-0" ]3.0"167" 9.p" S,0" 8.0" 1].0" CONN TYPE • 3-2/8-MIN EDGE DISTANCE ® � 1 i Lill M Eq Emma . ®� MEN m1maxamommim mmm©oomc�©o - MEN M cafe 1-1/4-EMBED //%//O/� ®%///%%////f///!//LES%/f///.' /.'///f///%//f/l/%%///!i���1�F1�7 •' /ice %/////%/i%////,%% .,,. ' NOIRE, %/ Silo 011!0�(%/f�!!%/'/�///%�//. •' i/// [E51 "///�%//.EEI� /%/�////%//�///// Sol /// ////i'///////////p/%/////%m Fm /tilt/a •' �i �i!ii �i�!�� •' ����,i� . � i/m i mil / ��. ' ��i//o/!/1 /io, '/1%/ O///%%/0/ ll. �/IIIIIW41 %%%Y/O///.Y/%%/�l%//.�%//%J%/O%�/O% m®/ MENEM EN /own i/1.11/////////,® •' %I1//.� • ' %��� •' '///moi, ■mo�mmm©m�moomom©om©m©o�mo©� oeoeoo� .. Is lsl ///i%!!y%!!///.Y!/�l/1/i/y!/�'//!%%%!//M0l y/!!!/®®[M1%/ll%/l///ll�m S m©mmWON ' ©m - © mm©mm000©m©© EM0MM %//1EMW�//%i%//!//!!///01� ' %/ /yY �®y///���%/%jj%///%� ' �/��/!''iii% ////!'1 %% '!�!�///�/ 10 4. a x ANCHOR SCHEDULE. HOLLOW CONCRETE BLOCKSIVOK L MRA7aD pE:. rEaotsse9 (, 2"MIN EDGE DISTANCE __ t a`{ LOAD Spans Uv To 6'-0" Svens UO To B'-3". Spans U o 12'•0", _ Jam~` LJC I-r+ CONN TYPE CONN TYPE CONN TYPE O ANCHOR ll x (i�13 cl c2 c7 C4 CS Cl CZ C3 C4 CS Cl C2 C3 C4 C$ _* ND p�004654 = � #12SMSW/2"EYEWALL 43 YS-0"i6.p" 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 5.5" 15.5' 8S" 4.5" 4,tl" l.p" _ -^"- 3/ ARMOR INSERT W/i-lj4' S3 Y6.0"10.5"5.0'• 7.0" 16.0"11.0" 6.0" 3.S' ffffiNV 7.0" 3S" S,pfti EMBED r=C^E< -62 14.0' 7.5" 4.0' 6.0 19.5" 9.0" 4.5' 7.0" 3.S" 3.5"5.0" ��1 47 74 1l.5" 11,, 3.5"5.5"12.5" 7.S' 3.5" 1.4" 3.5' 3.5"5.8'" '�',T�;• STAT100 7A" 3S" I ].5"50"70"-3.5'7 7.0" 3S" 3.S" 5.p" i s p/OBD •:• ��1 m 5 ANCHOR SCHEDULE: WOOD G=0.55 G 3/4"MIN EDGE DISTANCE Va qr ri Suns Ua TO 6'-0" SaanS Uv To 8'-3" sms Uo To LZ'-0^ U1 aS(Ogj i� 4016 fn0 LOAD CONN TYPE CONN TYPE CONN TYPE L aiQzO O ANCHOR Ri z 1P69 Cl c2 C3 C4 CS Ci C2 C3 C4 C5 Cl C2 C3 C4 C5 w QN g� 1/d`USG SCREW WITH 1-3j4 43 16.0"16.0"11.5°32.5"16.0"16.0"I6.0" 7.S" 9.0" 16A"16.0"39S" 4.5° 6.0" i6.6' tY-/ z� MIN 7H0.E11D PENETRATION 53 16.0"16.0" B.5" 10,0"16.0"16.0"16,0" 6.0"aff 16,0"I6.p"11.5" 4.0" 5.0" N `G 62 L--26.0" 7.0" 8.,_S'16_-0"16 0 24.5" S.P' 1fi.Q"1660"21.5" 4.8'S.0"l6.iY° W l' 7Lu 0 16•,_0"16.0" K.F. ZS" 16.0"S6A_'11_5" 4A" 16.p.''16,0"1L$' t06 I6.6`115"4,4" 5.0" 16.0"16A"11.5" 4.0" !L5' 7/16'WOOD BUSHING WITH 43 f6.0"16.0" B.0" 10.0"I6.0"15.5" B.5" 4.5' 7.0" IS.S' B.5" 4.S" 4,S" 7.0" t.13°MIN EMBED&1/420 53 L6.0"345' SS" 6.0" 16.0"11.0" 6.0" 3.5' S.S" 11.0" 7.0" 3.5" 4.0" 5.0" Iqs 55 MACHINE SCREW 62 14.0" II" 4.5" 6.5" i4.5" 9.0" 4.5" 3.0" 4.5 7.0" 7.0" 3.5" 4.0" 5.0" o ,Lamm 70 12.0" 6.0"3.5" 5S" 12.5'" 7.5" 3.5_" 4.0"' 5.5' 7.0" 3.5' 4.0" 5.0" C-+ IOD 7A" 3.5" 4A° S.0" 7.0" 3.5" 4A" 5.0• #14 SMS OR#14 WOOD 43 16.0"16.0"12.5'14.5'16.0"f6_0"16.0" 8.D" 10.0"16.0"16.0"11.5" 5.6° 7.0" 16A0" SCREW WlSN 1-314"MIN 53 16u4"16.0" 9.8" I3.S"ifi,6"16.0"15.0" 6.0;; 8.0" 16.0"16.0" 9S" 4.0" 5.5" 13.4" ly" THREAD PENETRATION 62 16A"16.0" 7.5"'9.5"16.0"16.0"11.5" 5.0 7.0" 16.0"16.6' B.S" 4,p" TV 13.0" ' 70 16.4'"16.0" 6.5" 8.S' 16.0"5T 14.11" 4.5"6.0"14.4"16.0" 9S" 4.p" SS"13.p" !a-•SC 100 Y6.6' 9.5" 4.0" 5.S' 13.0"16.0° 9.5" 4.0" a ANCHOR SCHEDULE: WOOD (G-0.42) Op r! V4'MIN EDGE DISTANCE ri Spans Uv To 6'-0" Svans Uv Ta B'-3" Semis Up�o 12!-0;' € LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR sTA (psi CI [2 C3 C4 I CS I Cl I C2 I C3 I C4 C5 Cl I C2 G3 C4 I CS O 1/4"tAG SCREW WITH 1-314 43 16.0"116.0"19.0" 10.4"f6.0"16.4°16.6'i S.S' 7.4" 35.0"16.4" 9.S" 3.5' 4.5"15.0" MIN THREAD PENETRATION 53 16.V416011 6.5" 6.0".16.0"16.0"12.5' 5 4. ' 5.5" 16.0"15.0" 7.5�' 3.0" 4y0" 11.0" m .^y 62 ME t6.0" S.S" 5.S" 16,0"16.0" 9.5" 3.5" 5,0" L5.O"15.0" 7,5" 3.0" 4.0" d 70 16.0"13.5"4.5"6.0" 16.0"16.6" B.0" 3.0" 4.0" 11.5"L5.0" 7.5" 3.0" 4_-0" 11,0" 100 iS.O" 7.5 3.0 -4.0" 11:0"150"7�5" 3.0" 4.0" 11.0"15.0" 7.S" 3.0" 4.0"SLO" #145M58R#Y4 WOOD 43 16.0'_16.0" B.5^10.5"16.0"I6.0°12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5° S,0"10.5" 00 SCREW WITH 1-3/4'MIN 53 16.0";6.0'• 6.5" A. 16.0"16.0". 6.5" 4.0" S.S' 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 3 THREAD PENETRATION 62 16.0"11S"5,0" 7.0" 16,4"13.0' 6. 3.5" 5.0" S.S" 2.5' 4.6' 7.5" $IDv0Atl�100" TO 160" 9.5" 4.5" 6.0" 16.0111 1:0" 5.5" 3.0" 4.0" 0.0" 10.5'; 5�5' 2.S" 4.p" 7.S', 360 10.5'S.S'2-5" A.0" J.5` IQ.S" 5.5" 2.5" 4.6" 7.5" 185" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK q dq 4"MIN EDGE DISTANCE K I[IL 0¢ LOAD Scans Uv Tv 6_'-6" Spans UD To 6'-3" Sons Up To 12'•0" � a ANCHOR Ips@ CONN TYPE CONN TYPE CONN TYPE Ij C3 C2 C3 C9 I C5 Cl I C2' C3 I C4 CS Cl CZ C3 C4 CS $116"TTW TAPCON%L W/ 43 16.0"116.0"116.0"16.0"116.0"16.0"16.0"15.0"16-0"116.0"16.0"115.0"1 9.0"114.0"11W �b 2-1/4'H1H.EMBED 53 Y6.4"i6.lY"1fiA"15.0"15.4"16.0"16,;01,13.0"16.0"16_0"0"16.6'12.0" 7.5" 12.0"I6A" jdm.le, 62 16.•„_0"15.0"14_0"16.0"16.0"16:0:15.0" 9.0" 14.0"16.0"L6.0"12.0" 7.5" 12,0" 7O l6.D"15.fl"13.5"l6.U"16.0"16.6"I2.5" 8.0" 32.5'16.0"t6- 10 2". .0" 7.5" 12.4"16.0_ _ IOD Y6.0"12.0" 7.5�' 12.8"16.0"16_0 1I• 01' 7.5" 11.0"16,0"t6p"IZ p" 7.5" 12.p„II6,0_' 5/16'ELCO ULTRACON W/ 43. 16.0"L6.0"10.5"14.0"A6.0"36.0°10.5" 6.5" 9.5" 16.p"11.0"�5.5" 6.5' 9.0" a 2.3j4°MIN.EMBED 53 16.0"13.5" 7.5" 13.6"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5" aDFYN9IIRXVILN3lWIl0iE m 62 16;0"t0.0" 6.0" 9.6' 16.0"11.0•, 5,5 6.5" 9.0" 9.0" 6.5 15-2339 �F 70 15.4" 6.0" 5,4" 8;01 1S.5' 4.5' 5�5" TA" 4.4" 6.S' q6 z 100 9.0" 5.5" 6.5"- 9A_' S.5" 6.5" 9.0" -6.5" F - v`tg 2"MIN EDGE DISTANCE V 0.a`• P1X9S! - C1 �C3 1 6 Cl C2 .012 SMS W/Z'tYEWAtL �3 i6.0"159 9.5 13.5"16.0"16uQ"14.4" 6.0" 6.0 16.0"14.5" 7.5" ARMOR INSERT W/c2°EMBED 53 16.8"16.0" ],0" 9.6' 16.0"l6.0" 9.5 4.5" 8.5" 16.tl"13.5" 6.0" 3.0" 4.S' 6.5" C~~ 62 16.0"13.0" 5.5" 7.5" 16.0"19-5" 7.S. 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 6.5" Ll TO_16,_D"10.5' S.W. 6_S' L6.0"12.5" 6.5" 3A" 4.5" 9.D" IIS" fi.Q" 3.0" 4.5" B.5" ANCHOR NOTES:SEE SHEET 100 YI.S" 5.0" 3.0" 4.5" 6.5" 11.5" 6.0"3.0" 4.5" 6.5' 11.5" A n" J.0" 4.5" B.5" 9 FOR ANCHOR NOTES.