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HomeMy WebLinkAboutProduct Approval r b BCIS Home Log In user Registration Hot Topic { Submit Surcharge Stats&Facts i Publiotions FBC Staff SCIS Site Map Unks Searcha Product Approval 'z p USER:Public User Product Approval Menu>Product or Application Search>Application List>Applimtion Detail RECEIVED 1'� :- FL FL13757-R6 Application Type Revision J U L 12 2018 Code Version 2017 Application Status Approved ST. Luck r-ni,i-ity, PCrmittina Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@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 01 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. iJ Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 CO! Indepl.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI indeo3.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 � 7 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Eauivl.ndf FL13757 R6 Eclliv Eouiv2.odf FL13757 R6 Eauiv Enuiv3.1)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 Il Dwo1.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.pdf 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 DWg2,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 Eval2.1)df 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 FL137S7 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 Bak Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 85D,487.139S.-Pursuantto 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 emaile provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine It you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: MUM 0 MORE ec F._ Credii Card Safe "r 6.8 STREAMLINE SHUTTER p. GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING z PC0046541 CODE SIXTH 01 WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE A E NTERV ATI USE ZONE AL BUILDING CODE(IBC AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - O(IRC).THIS SYSTEM MEETS MISSILE LEVEL-D'AN IN LUDES ESSENTIAL FACILITIES AS DEFINED IN ff E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION SrATE OF DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSUREN Wr RE REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLOT11DA BUILDING COBE SHALL BELESS THAN OR UAL 70 THE POSITIVE OR NEGATIVE DESIGN ANY ASSEMBLY AS SHOWN. 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202 z rj"3 AND ASTM EiOSVI99VE330. r -IN ARE BASED ON MAXIMUM T STED PRESSURES DIVIDED Y A 1.5 4: DESIGN PRESSURES NOTED HERE I SAFETY FACTOR. F339 PRESSURE CAPACITY UES LIST HEREIN :OR fill yi6l S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND 4 W. ZONES IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED 13Y THE AUTHORITY HAVING 3URISDICTION. PLAN VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND j 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 N ow Ii DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w 13 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. S. SHSYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N a N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE Of THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Tm 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 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 OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,sigNpD,DATED AND -BOTTOM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECTWHICHDETAIL AND JUSTIFY THE TRACK ,A DEVIATION ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HLSER APPROVAL. FOLLOWING ILUCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL 13E PERMANENTLY LABELED WITH THE LLOWINGMINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES FORT 3 LAUDERDALE FL TYPIC AL ACCORDION MISSILE LEVEL D-ASTM E188 E1996®E330 TAS 201 202&263 SHUTTER ELEVATION A FLORIDA PRODU6 APPROVAL NUMBERTABLE 2: N.T.S. EXTERIOR ELEV r 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Py OF 25 K.S.I. 15. ALL DOLTS 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 3/16-05052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. 16, ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ 17. TOP AND BOTTOM DETAILS MAY HE INTERCHANGED AS FIELD CONDITIONS REgUIRE. FACILITIES 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE SENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. d 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. :5 3WASOVE �301 ABOVE -'5 3WASOVE 30'ABOVE 22 SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. GRADE GRADE GRADE GRADE 23: SEALANT SHALL BE USED ON ANCHORS OR PIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 11. r7Z' 2-1/e 2-ar I-sla, 3 1-7 M2 2 2 TABLE 1: 3-112" 3.518* 9 TABLE I NOTES: i2o" 4-118' 4-1t4* 2' 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 24111 2 ACCORDION SHUTTER SHUTTER SPAN SOHEDULE'ABOVE ARE 1141V -- 4-7/8" tl SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: 9 mill, AT EACH RESPECTIVE SHUTTER SPAN. 1. HA15-606 -D AS MIAMI-DADE COUNTY AND BRUWARD COUNTY FLORIDA. V" ��NE PoSrnVF NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUITER 2. _ DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD CC SHMM DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN p BETWEEN THOSE INDICATED ABOVE,THE PRESSURE PRESSURE ZONES I THROUGH 4 OUTSIDE DESIGN PRESSURES FOR THE NEXT HIGHER 09F THE HVHZ,PROVIDED THAT SHUTTER HAS A $CALM IMF) tPSF1 MINIMUM SPAN OF AT LEAST 3 100 100 SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30*SHALL al I HAVE 2�7XMINIMUM SEPARATION FROM GLASS WHEN s 301 ABOVE GRADE,AND 1-5/6'WHEN>301 79 _76-1 ABOVE E. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, 144' 3 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITHASTM E1996-09. `\\\\\� L-1111" 'I A 100/65/9 NAR7 f-2. PROJECTION VARIES \`��ppN..••••••. I 2.874' 4.874"MAX. 0.1�15•1I 62"_-L"'I -.-•10 69"-t }I 1I0Hi.97 -•••% } � 0.060' IlPl L[EIL"r DI FID,I4�6 0.062" 0450' IS IG Iq• •• O D.125" 1.830" -0.0621.7°8" 0.100 1,708" 0.100" N 0.080" 0.063' -0 _A7 sT ( e - 070' -IY . 0.096 0.060" 0 " 0.062" ODA f 9mU.125• 0.630 -4 06 1 1.993� .. 9F'#/ - o � 0,63 0.062 0.062' 0.143C- i�N 0.630' 06300.971"} 0.143' 1 U 0.06O' 3" Z 0.062 2 x10691O)nfi 1069" ' f O0`_\ SUPPORT LEG OPTIONAL } .069' 2 " D062" W 0.06 8 -5.745'MAX. `VmY h z _s ta�•=B= tggd; ' e D 5.745'MAX. N a 6 OWALL O BUILD DUT WALL 3O STREAMLINE CEILING TRACK 0J STREAMLINE WALL TRACK (5)HEAVY HEADER SILL 60 LITE HEADER SILL o m a SCALE:FIALF 512E SCALE,HALF SIZE SCALE:HALF SI7.E SCALE:HALF SIZE v SCALE:HALF SIZE SCALE:HALF SIZE �C1 WHERE SHOWN,SCREW BOSSES 8.FELT GROVES ARE OPTIONAL r^ ON ALL EXTRUSIONS ro 0.874'1- }--2.655" 0.875' -2.1a975S"r �-_'_ � 'I 510. {t IIr•`I�.''2.195" .195" 1.23 0" 1 229" r 0 0'05" 0.060' ftwiii t¢ =SID 0.7 5 09 q� ri �I Q:i(n �- I G, I `•' 2.362" zEO. -�-I{r---- :t.-___1^ �N„ `✓1°' I M o 110.305" �I[ _'^ •-;:�. 4.84' m a 7 1.°69• '1 8_31' p1� �NO4.510" " . 0.075' CU 105" 0.105• 69 0.075 D 05 0.994 I 4.510" - - TE:TESTED THICKNESSOFU.0. �• g'mJ• a 4.510• �-3.506"� BARE METAL W/O PAINT IS 0.039" m SILL SILL ADAPTER Og EXTENDED SILL Jp EXTENDED SILL ADAPTOR 17 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADC SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE S SCALE.HALF SIZE ► l _F+ 1'. mqp 0.1150,477' 0. 06 0"-J1 h a m1.570 050 0.143' - 0.080• 0.590" 0.341 0.143" 0.070' 10.245' 1.708 0.143" 0.096" 7 T �e9 0.080• 0.117' 4.753• a m d 0.090"ry -0.096" a- a gy}� 4.510" - ♦-0.160• ''' 0.080' �gR nn J7.-.-' 0.094" 0.227' 0.682' 0.630' 0.060"1 L i j WPe4o11IBWRLe9�IMaDOPd 0.693 15-2339 ` NOTE:THICKNESS OF BARE E2.822" - 4W METAL W/0 PAINT IS 0.039' 1 625" �!0!&]ITPTIOMt Jg 6.8 STREAMLINE STACK JG RADIUS CEILING HEADER/SILL 17 6.8 STARTER ig WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE•HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE 99 Ll 1.950" • iLLlLtii Hl,// /PEM5549M '/SP FF•: 0.610" STAINLESS STEEL 280"H NYLON WASHER OR ASSEMBLY 1 ALUMINUM Q L/ 0.320"9 HOtE o jp x0.054" 0.357" y� NYLON v 4 N= T"N` A 10 x 2-3/4"410 HT S.S. 0.276" `b F00 1J g 0.880 O.OS WHEEL `"tO VE! x0,120'o INSERTS SCREW W/TC ULTRACOTE -�• 0.592" '� �_ ---T- INTO COATING - �p TRACK {TYP TOP Sc BOTTOM} N0.062"-�- I TYP.AT EVERY OTHER 0.750• NYLON BUSHING W/WASHER: �-�-". ��kpj '...10AoF .� 11t m l 8 51 -t INSIDE JOINT AT TOP. 0.070" 7//16"0 x I"@ INTERIOR JOINT BOTTOM 0,15416"0 x 1/2'0 INTERIOR 30INT TOP '-� �--0.137' ��i�Q�I,g ........ - ANGLE CYLINDER-SOLt4 BRASS,NICKEL PLATED EtTHER CAN 8E USED ON EXiER[OR t//f tt7ENtttit �tw1J `S 19 22 ROLLER ASSEMBLY HOUSING-ZINCDICAST�POWDER COATED 7Q �' SCALE HALF SIZE SCALE'HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 2G BOX CENTER INSERT UrIL g< OR KEY/THUMB TURN OPERATED INSIDE. SCALE HALF SIZE SCALE.HALF SIZE wu QN, D' d• 23 BRASS PUSH LOCK &SCALE:HALF 512Eig mixR0.155" mix 1.976" O W i3 R0.500" 4.000' 2.125' ,p 0.54(1" p.236` 4.286" 1.603" ++� 0.623' -2.720" 0.267" $ R 0.798" D.090" 0.319" m 0,531' 0.531" m ni 0.064" °� __ %26, n 2.250" 0.2 o -_1- a, 0.09 d �- 07" 1 d Q.254• -' 1 1 0 0 0 \Z6 ^ 0.6rr ff 0.607' � O,LIB"+ 110.224" � D.239'- m t� JI 0.060" 0.496" f:j y n m m:.a 1 un a a C 1--�-2.750"--� i_2.000----- LjOlftr' .0 .i,-i 1.750"�, �, .Hw27 RAINGUARD 2g DECORATi FLOOR TRACf< 3.476"SCALE+HALF S12E SCALL,HALF SIZE 0222"y r O.Zgp' �*-- z� 1.001 O,D62'CL.,- 04U' 4-0,176" g 30 SCA6. UNILfE:HALFATE SIZE31 MALE SCALE rBi�iF slzE TER 3Z FEMALE BOX CENTER 8 SCALE-HALF SIZE 0.062' o g 5.500"x 13/16"W10E- f--�0.900' :40C 1 7/16"0 STAINLESS m A 1 167 Tn STEEL NUT Fx 1 fi � D.t25• 1 I 30 -1 T"Onp" 5/16-18x1 MACHINE SCREW '"/�'„� �oa' 0,438" 5/16'0 ZINTERNAL STAINLESS STEEL a FF 0.121' f 4.500' �---}0.689' POWDER COATED,ZINC DIE-CAST THREAD `�', 2 HEAD STYLE VARIES �- 1.050" DELTA MODEL zrZ2` SECTION A 36 T-LOCK ADAPTER 3"/ T-SCREW INSERT 3g THUMB SCREW �� � a��da INDUSTRIAL SYS EMS _ (OPTIONAL) SCALE-FULL SIZE SCALE:FULL SIZE � Q -�D.259" `100 1 AOCBill 35 BOX LOCK SCALE:HALF SIZE r<i 0.319 SCALE,HALF SIZE 1- END STRIP 1" d I -l.6zs•-{ l.soQ•- f'-Z.DD'r s" Z" & 3" EXT ►- } �ro.iz SCALE: HALF SIZE 0.175" O.U93� iA�H"( F b -4.125' CCPAfQD'IRYKLEDIWWPE - Q.zsO• 0.093•o.aBs• $ 1 5-2339 rAoeoPTlaDmax, 1 7ApQ• -----} 3g 2X7 ANGLE ?_0 ALT, 1" ENG STRIP 21 1.5"x3"X0.093" ANGLE 25 2"x3"x0.125" ANGLE �$ SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE T1 JiANKL! NNARDO,V_E. ANY ANCHOR PER ANCHOR EDGE DIST. !% EXISTING / SCHEDULE t_m 18"O.C. GLAZING SEE END STRIFC -- SCHEDULEFOQMAxt No E004 '•� '_ 4 A ,ANGLE EMBED z SPAN WHEN LIS {� yj� " ; gg� LEG D RECITON II I I LO B / / 1/4' OR 6.BaSTAR o H EMBED. 17 a (INTERIOR) l. 4_L.y 2 'J.} 17 ���yyyJJJ _.IMAX. WITH 210R 2 Qrwk�p .•F MIN.0.062"THICK 6063 T6AWM. ' ANGLE 1"x 1"MIN.TO 2"x S"MAX. 21 25 �/as19 1 �w ED-1 c _ -_ ____ 30 (ANGLE LEG MAY BE REVERSED) + FASTEN ANGLE TO TRACK W/ 1//11 I iL1'I ail DIST. 8 ANY ANCHOR PER ANCHOR (2 IP10x1'SCREWS AT p j c n CORNER,TOP&BOTTOM;AND SCHEDULE @ 18"O.0 ATTACH TO 6.8 STARTER W/ •�7 �L D 13 13 13 13) :912 x 1/2"GALVANIZED OR S.S.SMS, +R 12 x 1/2"GALVANIZED OR Z 30 S.S.SMS,3/16"0 ALUM.POP w ,1 J 6.80"(T YP I / 3/16'0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W" z �- --I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 9 NUT 018"D.C. ALTERNATE END STRIP DE A L BOLT&NUT 0 18"D.C. (T' � (EXTERIOR) S/16-18 llMBSCREWINTOTHREADED WITH 6.8 SIAI2I'ER AND ANGLE mdWd=„ INSERT 3 AT]/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ OW SCREW BOSSES. too FROM BO OM OFSHUTTER.RECEIVING END STRIP SCHEDULE .+ TYPICAL PLAN VIEW HOLE SHALL BE 3/6"MAX WIDTH,UP TO PSF SPAN 6 SCALE 3"=T-0" 1'HEIGHT. 62 OB: R 1•B!O(2.77 /072 10V 82 EO USE 111 BRASS PUSH LOCK 82 76 OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2'B!O®(3.7') 82 85" SEE END STRIP SCREW DD THREADED CENTER MATES r SCHEDULE FOR MAX. {OSs d INSERT 77 AT 1/3 SPAN TO 2/3 AN FROM SHOWN ON RANDOM �� SPAN WHEN USING 43 BOTTOM OF SHUTTER. (4.7') a � 20,40a,40b OR 40c, a�d rn RECEIVING HOLE SHALL Be 3O DETAILS 3/8"MAX WIDTH.UP TO 13 ®° 7 1/d" OR 6.B STARTER 1"HEIGHT. 30 1"BIO__82_ 0" 8i~0.' MAX. WITH 21 OR 2S. 5� m N lY °C TL '7r .7') 82 2 4 Q O 0 40 USE APPROPRIATE - - D 132 75" STARTER STRIP 70 _ • ' S 93" 40 2GPRONDE CLOSURE 093' FOR �A 13 _ 6 83' BUILDING COIJDi DONS. E wj ' 23 21 80 B FASTEN STARTER STRIP aF5 e 0 TO TRACK W/12)1,10x1" (INSIDE) 7 7 SCREWS AT CORNER,TOP I xu i26• 12. ALTERNATE END STRIP DETAIL 8 BOTTOM ��yk zry SCALE 3'•=1'-0'• ANY TRACK W/SCREW yEE� 13 J 'O^F ss fi0 1B" BOSSES. j a o9' W ! SILL 1 LL FOR GREAT"SPANS OR LOADS IRAN O W SHOWN IN ENO OMP SCHEDULE,ENO eII 9STRIPSREQUIRE A1•X1'.090•CUP ANGLE _ 1� V) O A SPAN USING ANYWD,SCHEDULE&f1441/4-MK ANOIORON TIIE EXISTING GLASS a a 0 I v 13 SGEN 00.IIb009DLTTD END 57I11P. op P1 W Egg 30 N 3 J USE(1)BRASS PUSH LOCK (INSIDE) ¢d¢ ¢ 9 USE It)BRASS PUSH LOCK arm OR(1)5/16-18 THl1MB ! SAI OR I11 5/16-10 ThiUMB 30 L13 �.n SCREW I O THREADED S SCREW I0O THREADED � a'- INSERT 37 AT t!3 SPAN SILL �n INSERT 7 AT 1/3 SPAN zaES TO 2/3 A, FROM 1 Y6 TU 2/3 5 AN FROM F I"Ii fi BOTTOM OF SHUTTER e BOTTOM OF SHUTTER RECEIVING HOLE SHALL HE 3/8"MAX WIDTH,UP T /T"HEIGHT. 23OTYPICAL OUTSIDE CURNER CLOSURE — s 30 CC1 DETAILS WO/CORNER POST Sn R NTS p;5 10 WPAOpOFR/MLIFMPJDDPE. 13 \ 32's " 23 (OUTSIDE) 15-2339 `SIL 1. USE Ill BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PAGE DElOIIFTIOPI BOTTOM OF SHUTTER I TYPICAL INSIDE CORNER CLOSURE ¶9 CC2 DETAILS WO/CORNER POSTg MULTIPLE SHUTTER ASSEMBLY NTS YCI Ci SCALE.3"=1'-0" SuIQ I Y .. .. FRANK L BEHNNIDO,P.E Cl CONNECTION TYPE I�g4lP1f7f3///�+i;::�7 REFERENCE ANCHOR EXISTING 11057 SCHEDULE FOR MAX. STRUCTURE SPACING i' C1 CONNECTION TYPE 1C' 1/4-20 MACHINE BOLT 9, \ REFERENCE ANCHOR I/Z" W/NUT @ 12"DC OR ` /•• p \ SCHEDULE FOR MAX ® 014 SMS Cal 6-0 C SPACING rI�Z" ITYP.TOP&BOTTOM ) -_O R4 baN ALUM. TUBE ` ��O•" 11JJ�T 0~V ' 2 FASTENERS 6063-T6 ALLOY I u0~j 5 OR 6 DRI �T(C• EACH ANGLE SEE TAB A FOR SIZE. J 1"x 2"x 1/B'• II/ �„ I ALTERNATE 714811 BOLT n o // I is OR 2"x 2"x 1/B'. I C1 CONNECTION TYPE MN GLASS tt _ t�q y�1' gp ANCHOR ALUM ANGLE 0 r - .... ' SCHEDULE REFEREEFOR MAX SEPARATION 13 I I• I •I SPACING PER TABLE 2 r a ZX R3 AH4i LUS i.....__ 1.. Zm 8�� z THREE 3/16"0 ALUM, ° 'is I' GLASS 1 Oiw C wW POP RIVETS OR o 17 ---�� I OR DOOR-1` Xln vaiF THREE H12 SMS,TYP I \\ U to 3/16"0 ALUM POP 17 RIVET OR 012 SMS I !IC'q(j� £u TD 4L u1 TABLEA(m) _ Ca 16 o.c.ITrP) \.<�.`:c_:_= :+�/ £kNq�f 5UR( on w= 6 PRESSURE VS ALLOWABLE LENGTH 0^ li MAY USE MALE OR — o N \ F PSF ND B✓0 N 810' 2-,I-klv/B' 3'N I/B FEMALE LOCK-SLAT w n ° 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 62 130' 1B8' C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 119' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR :II' WASHER ITYP.) y g el 119' 172' CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR r9A X. 92 119' 165' Cl° g _ I 14x3/a"SMS 9"0 C F 3 0 ANGLE TO TUBE CONNECTION to tr' ee(dxi g ]02 110' 160' a G - 2"x 2-6x 125" .O`6y HH 120 104' 147' EXISTING HOST EMBED. 6063-T6 ALUM TUBE TABLE STRUCTURE zJid °J 15D 9T 131' PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 1 BIT' 114' 'k1/ I8" PSF WLTFi BJO 3WrTTH�1go EDGE DISTANCE REFERENCE ANCHOR SCHEDULE FOR MA% E SPACING O 62113" lov ---72 lor 07" FASTENER(°l 18"O C. CI)(USE ANY ANCHOR SHOWN ALTERNATE BUILD OUT MOUNTSECTION a' 82 101' 147 IN ANCHOR SCHEDULE) SCALE 3 1'-0" 92 9S L39' 102 BIT,or 13 B3' 2" >20 l72 w ry ISO 79" l09" - 200 fig" 99" Z n F u r � 7AA 2"x2" o3/16 RIVET OR Kl2 SFIS 090"6063-T6 *'F 13Col IS"O.C. OR 1/4-2U ALUM TUOE TYV ✓�d7 T'O =NUI&BOLT(TYP.j, t7 <F-�' w ONwALUM.POP d$� GLASS < �ZmR 012 SMS ALUM. TUBE .C-.ITYP.) gNa OR DOOR £ u6063-7G ALLOY 2'•x S"x1/8•'SEE TABIF R FOR SIZE. NERS xCONTINUOUS - GLE ALUMINUM ANGLE ���1-x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE/16"0 ALUM ORIENTATION TYP,ALUI4.•ANGLE.TYP 11 - 17 -0 ETS OR t7 12 SMS,TYP xt/8" 4 CONNECTION TYPE17OR 2'x 2"x 1/B" REFERENCE ANCHOkALUM.ANGLE SHEOULE FOR MAXUSE MALE OR FEMALE \\ SPACING WPOiWTFRN1ILlN30N90PE LOCK-SLAT" - — `------EXIS71NG CONCRETE. 152339 t3 13 BLOCK OR WOOD FRAMING x l4GY� - S OUTSIDE` EE INSIDE SILL MOUNT SECTION rAac n4gaamoll 012 x 1/2'•GALVANIZED / SCALE:3"x F-U" F OR S S.SMS,3/16"0 ALUM NA CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20— SIDE CLOSURE OPTIONS y� Ni'S MACHINE BOLT&NUT SCALE:3"v V-0" @ I FRMKL tfAA00t P.E. C5 CONNEC110N TYPE F 1 54 REFERENCE ANCHOR EXISTING p SCHEDULE FOR MAX STRUCTURE V n O 1Y SPACING GLasSa x" GLASS vi Ct CONNECTION TYPE 5"MAX' /-114-20 MACHINE 806? OR DOOR ti w y OR DOOR---- IU I-j REFERENCE ANCHOR I9 / W/NUT P 12"O,C OTJ EC NO I-a F a SCHEDULE FOR MAX, #14 SMS - X._ i- z O SPACING tgT 6"0 C=} MON 13 1:w a GLASS 13 ]S x u_� 1/2" (TYP 70P&BOTTBh71 1/4"-20 THRU BOLT W/ CLASS X N 0 m EPLASS PI N O N C /2" �-u N•l!i _ Z EPnRATlO =m a NIL x 1/2"SM5 @ 12"0 C pen x z z 1- w ~LO/2 NUT{y3 12"0 C OR S I-wE- OR 3/16"0 ALUM POP 12 x t/2"SM5 @ 1I"O.0 E.S. PER 1- @ TABLE 2 a./ a_ Q N ��5}O"(6 0R '" hOR 3/16"A ALUM POP TAOLE2 Z M RIVETS 6"O.C. OR 1/4"D w w Q OR 6 J .,RIVEIS@6"O.L. E.S. ALUM POP RIVETS@12"OC. C �j/ss�R 1/4"cb ALUM.POP RIVETS /' 11 ANDA - _ t//@12"O.C.C.S. - 1/4"MAX.FROM PIIJ. 1/4"MAX.FROM PIN ASSEMBLY SEPAR75CN tt ~w J ANO 10 GUIDE TO BUSHING 112"TYP. GiAS 0 US NG TaBL13ASSEMBLY WASHER ITYP.) WASHERITYPI 3: 14,I4�i/2" t/2TYP EXISTING CONCRETE, w 3 CONNECTION TYPE ORGI DOOR wOOwm �'*I�w+ No m i BLOCK OR WOOD FRAMING EdGE REFERENCE ANCHOR - X z Z l- a 1p x / —C4 CONNECTION TYPE OtST SCHEDULE FOR MAX Y o a i+3 . 15 REFERENCE ANCHOR SPACING �m �w '� / EUGE SCHEDULE FOR MAX SPACING AS SHOWN " 1 •-C3 CONNECTION TYPE IN DIAGRAM ON PG 9 w I' REFERENCE ANCHOREXISTING CONCRETE, w o 53OOR 66R .,� SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING P1 f � Sp ACING ALT FASTENER /2,. 114"MAX,FROM Pit! LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING 7/7." it4'FiAX FROFi BACK ANCHORS NOT ftE0'D B INSIDE MOUNT SECTIO REFERENCE ANCHOR -- WASHER ITYPI mp WITH THISLOCATION SCHEDULE FOR MAX 19t=L� PIIJ GUIDE TO SCALE!3"x 1'-0" SPACING -� BUSHING WASHER INSIDE MOUNT SECTION --5 CONNECTION TYPE ITYPI A REFERENCE ANCHOR SCALE:3.._1._0.. SCHEDULE FOR MAX. yrnv C,PMi I EXISTING CONCRETE, SPACING t�g*'O m / BLOCK OR WOOD FRAMI EMBED, "2vgi c '-- TVP soiTa� CD BUILD OUT MOUNT SECTION EXISTING CONCRETE, SCALE•3-�T-0" m p BLOCK,OR WOOD FRAMING E off' NOTEt FOR DETAILS A.B.D.AND E ON THIS SHEET, EDGE DIST_ EXISTING g THE BASE TRACK MAY HE INSTALLED IN SECTIONS /J�' 4 CONNEC ION TYPE EMBED STRUCTURE WITH 1ltr"GAPS.PROVIDED THAT EACH SEC.TION HAS w REFERENCE ANCHOR 5 CONNECTION TYPE <.4 A MINIMUM OF TWO SETS OF ANCHORS ANO ISA •0 E SCHEDULE FOR tdAX. REFERENof m CE ANCHOR EI MINIMUM OF 12-LONG.THE SILL OR CEILING TRACK W6 SPACING LE USED WITH THE BASE TRACK MUST BE CONTINUOUS S SPA�UNIFOR MAX OVCR THE GAPS BETWEEN SECTIONS. 3 15 (DuP., (} R(D GLASS u' w w O W OR DOOR MINCLASS i~• F 1412 x 1/2"SMS @ 12" EPARA710 13 = O x a 73 cr. O.0 OR 3/16"H ALUM, PER y1 Z m LL W iti 7 7 EBB r w 7 7 PUP RIVETS @ 6"O.0 TADLE 2 W r VI 2 W X O z i- GLASS OR w I- » OH 1/4"0 ALUM.PDP 'I M< DOOR MN.GLA S x z u"I D G SL G U¢ S MN GLASS �T:=Z V^' RIVETS @ 12"CC. T O 4 P A to w q A W r m VI PER TABLE 2 y! SEPARATION l7❑5,a �^^.� u Y�'-? Z�' & FER TABLE XZCZf- r� ._ a�Lx4 1/4-20 S S MACHINE a o n �J AND 1/4"MAX FROM PI-- u1 ,y SCREW&14UT @ L ASSEMBLY t/ 1/2' GUIDE TO BUS"—RING a 12"O C. GLASS `L W TYP. WASHER(TYP,) F, - OR DOOR - MAX.FROM PIN m O 1/4"MAX FRDM PIIJ e *! w o pB :kiJ14"GU U[ I U GUSHING W 'a CONNECTION TYPE 1/2" Gi1iDE TO F?USHNG" [ N x S b WASHER ITYP I EDGE REFERENCE ANCHOR OO WASHER(TYP) • p s in EXISTING CONCRETE, DIST, SCHEDULE FOR MAX COItICiiffPoWILffitLifpOFE N BLOCK OR wo0p EXISTING CONCRETE, SPACING AS SHOwIJ 2 CONNECTION TYPE FRAMING 4 CONNECTION TYPE W DIAGRAM ON PG 9 REFERENCE ANCHOR .5-2339 OR - BLOCK OR WOOD OF REFER E NLE ANCHOR SCHEDULE FOR MAX. "x 3"x I/4"CONT - 3 CONNECTION TYPE #12 x 112"SMS @ 12" SCHEDULE FOR MAX SPACING SPACING ALTFASTENER PAC�IfUO17FT70NI 063-T6 REVERSED SED REFERENCE ANCHOR O C OR RIVETS 9 ALUM . CXISTING CONCRETE, IIAY BE LOCATION FRONT AND $SHOWN DASHED) SPIACIN GE FOR MAX. POP RIVETS @ 6"O.E. BACK ANCHORS NOT REO'U BLOCK OR WOOD FRAMING OR 114"D ALUM POP WITH THIS LOCATION �� or RIVET 5 @ 12"0 C. (} )V/AQ11U1LD OUT p WALL MOUNT SECTION E CEILING / INSIDE MOUNT SECTION �/ 99 SCALE:3"=1'-0" SCALE:3"e 1'-0" SECTION O SCALE,3"=r-D^ y ' R L OERNxRDG,P.E. HN GLASS GLASS SEPARATION z0 ' OR CO." PER 7ABLF.2 1300 . _P• I SAI'r a ox GLASS OR FUN DOOR `*:' NOP 00465 '� Q z GLASS OR "M GLASS 'n.(L a OR SEPARATION X M In cr W PER TABLE 2 Q=a MN GLASS W J STA �^�p E r W SEPARATION PER TABLE ItI- I l7~ 2 w w h Q (Q I fn z Iza B— ul L72 1=2 w0, 13 x zoo 4 ��'gm J /2" E J U z Cl CONNECTION TYPE W o S{ E= - 1 1/4"MAX FROM PIN GUIDE 20 Q 4 REFERENCE ANCHOR T_ J v a W Egg N 250 w SCHEDULE FSPAL NG +�� TU BUSHING WASHER(TYP 1OR TWO 1/1."0 WOOD aujInOCG MAXEWTH 2't REERENCE(ANCHOR / �F / 250" IDDTHREADED PENETRATION SCHEDULE FOR MAX 666G "T"INTO CENTER OF 2X STUDS /m SPACING /�N M i 1g 18 EMB "T' 14 SMS @ MIOSPAN BETWEEN /w O , STUDS FOR TRACK TO 1"x 4" / UIS. / EXISTING HOST STRUCTURE M PLYWOOD A TUBE CONNECTION - r STUCCO FINISH 1"x 4••x A25•' 6063-T6 ALUM.TUBE y{y' O WALL MOUNT SILL DETAIL DECORAIIVL FLOOR TRACK DETAIL O Wq� THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3'•=T-0" SCALE:3 V-0" e1�11�ED EXCEE05 itiE MAX.ALLOWABLE ANCHOR SPACING. !�F O WALL MOUNT SECTION THIS DETAIL MAY z , R GALSO BE USED SCALE:3 1'-0" AT TOP � GI C ACCORDION SHUTTER w w $ PER PRODUCT APPROVAL H -GLASS MN GLASS OR DOOR N 2 SEPARATION ,3 D in r+i a M " PER TABLE E n EXISTING WOOD(G=0.42) LW 5 APPLICABLE AT TOP X M z TRUSS OR RAFTER .p AND OR BOTTOM C a a N a (Q 24"MAX.O.C. 1-1/2'1-1/2" 2"OR3' E N MAITERIALFIN15 I I .1 .i 5 6 1/4"MAX FROM PIP)GUIDE 2"x 5"x 1/B"6063-T6 1/2°MIN. - TO BUSHING WASHER(TYP 1 ' �' 2.175' ALUM.ANGLE v!/THREE '- s 2'x 3'x)e'x CONTINUOUS OR -7 -- r 3 fi 1/4"TILE fTYP) 1/4"0 WOOD LAG I' it it w T: 2'x2`xye"xCONnNUOUS I k FINISH MATERIAL SCREWS WITH 2-3/4" II gp rg1W e(�A 6061-76 ALUMINUM ANGLE3/4"PLYWOOD MINIMUM THREADEDPEN .91 MIN.THICK6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT 7"O.0 EACH TR "T"N WOOD(D 5 6 O EACH RAFTER OF TRUSS. 9 ANGLE FASTENED TO FASTENED TO ANGLE WITH1/4-20E OR 5116"0 A325 GRAUF THRU BOLT(a 12"D f. 24"O.C.MAX WHERE - a EXISTING 3 KSI CONCRETE ANDMAC9'O.C.SCREWS THE 3°FROM ENDS GAL V.OR S S LA T TRUSS MORE EBEYOND g� AND 9.O. FOR THE BALANCE LAST TRUSS MORE iHAN� u E q HOST STRUCTURE WITH - 'EI 0 �— 5"0 C W/1 ULTRMCON TO CONCRETE/CMU iF 6", EXTEND ANGLE 7D _ y,"p ELCO ULTRACONS AT EXISTING CONCRETE NOSE 5"O C.W/1-1/4"MIN.EMB. a 3"FROM ENDS AND 4°O.C. 2-1/2-MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8' NEXT TRUSS. FOR BALANCE WITH L3; MIN EMB. IPI WOOD SG=0.42.TO 0.55 r N W w MIN EMBEDMENTAND 2 MAX.DESIGN LOAD AT W-02 MAX SPAN: EXISTING CONCRE I E. 1� _ tum MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR 'o2 M G WFTN�RRV2 UIINVIIWFE STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'-G"MAX SPAN: W000 FRAMING.SEE 2"x 5"x 1/8"CONT X w a z F- SPACING,TYP. 3 52 P.S.F. ANCHOR SCHED ALUM ANGLE(6063-T 61 tta a 15-2339 OBUILDOUT MOUNT STR UCTURE YPE OF Q A 'c�tcno■1 HO SCALE.NTS IMAX.DESIGN LOAD s 72 P S.F) I TRUSS MOUNT SECTIO PASS THRU DETAIL m Hb SCALE•3"=1'-0" OK N 99 `"J SCALE•3"=1'-0" FqAryKL E¢NNARDD4 P.E.. • EXISTING HOST ALT.LEG DIRECTION 1 0R0004651�1I7 ,_t STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN ./ �' 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED G CONCRETE IM HOLLOW BLOCK,3'MINIMUM ,,. •r l_s,,�-/i/ EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 3/2" !SPACING,AND 3'MINIMUM EDGE DISTANCE ` 70P OR BOTTOM 'I AX/ (2)6063-T6 ALUMINUM = �. ANGLES PER BEAM ENO,SIZE _ 0 6549 O PER SPAN TUBE SCHEDULE EMBED. � SPAN TUBE PER DESIGN SCHEDULE 19 EDGE OF ACCORDION 3 z ACCESS HOLE 1Uf �O '•. F /4-20 MACHINE BOLT W/NW '• S E d - 12"O.0 OR>«34 x 3/4"SMS 6'0. E SHUTTER BLADEC. / 3.5'MIN - .. //ss {Y 1 TJ TYPICAL 11-- 1/2"MAX. ccggcc 3'MIN 316 a �Q. �aQ4 EDGE 2.875"0 HOLE CID RECEIVE DISTANCE MIN.GLASS13 m 'O ;Y' �r ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION 2 a wMAXW a N S 6 IEVERY OTHER BLADE GLASSMUM OF 3 WIND,WS PERDOORH 3*MIN i �z LIGHT-N-VIEW WINDOW . O¢ EDGE }r1/2"14A X Ilia 1li�ii b CI S N.T,S•' EXTERIOR ELEV DISTANCE L 5 6 MW N U1 m 3 16 1/4'• x.14AfROM PIN GUIDE ill o U• ` TO BUSHING WASHER 1"f YP 1 enii FD- ACCESS 1/4-20 MACHINE BOLT W/NUT p ^i1w 1/2' HOLE 12'O.0 OR a14 x 3/4'SMS W O.C. m' E 2.875'0 HOLE 7O -SPAN TUBE PER w RECEIVE ROUND EMBED. DESIGN SCHEDULE C WINDOW ASSEMBLY j 1/2• ��(2)6063-T6 ALUMINUM _ AX. ANGLES PER BEAM END,SIZE EXISTING PER SPAN TUBE SCHEDULE p ff! - HOST 1 4"(7 THRU BOLTS SEE BEAM z 3 STRUCTURE �CHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m I EPPIIBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM EE SPACING,AND 3'MINIMUM EDGE DISTA9I E C p }}--0.125' 0.125" 0.032" 0.032" 1 MAX.DESIGN LOAD-t 72 PSF Q o S _= I 3 SPAN TUBE SECTION16 0.196" B N.T.S. VERT SECTION r � SPAN TUBE SCHEDULE G CF / \ 1 ALLOWABLE TUBE NUMBER OF ANCHORS PER MMIMUMANOUS FI SPAN THRU�OLTS ANOM LENGTH 4 ROUND SIM B SPAN I �- I U WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP-T BOffOM pj Q I ASSEMBLY TUBE I^TUBE TUBE TUBE TUBE TUBE TUBE TUBE d r9 I Ya6k 60. 123.0' 135.7 2 2 2 3 4• T 5 / m 0.125- 00' 101.7, 108.0• 2 2 3 3 T T a>�a d a i \ _ 123• 10.0' _94.4• - 2-_ -2- 3 3 T_'-T 2k8k 50• 129.1' 167.' 2 2 2 3 4' 7' � � \ 08' 114.8• 124.7_ 2 2 3 3 _ T_ I r 0.126- 123' 102.8" 109.8•- 2 2 4 4_ 10" iD• gggg 1gg1 - 60• 139.0' 108.91 2 2 3 3. T _7" yyg p1 �-}0.188' ) 0.729' 98' 122.7- 158.T 2 2 3 4 7" 10• 02.875' 1 {d3.250" ! 12T' 115.1" 137.b' 2 3 4 8 iP 13' A BO' 158.1"- 24D.0' =-2 _-2 =3 4 I_7' =10' / 018 6, BB' 140.' 220.9' 2 3 4 - e 10• 16' ��®�� [( LIGHT-N-VIEW WINDOW \ / 123" 132.2' 203.1" 3 3 5 7 13 19• tttlff 99 \ i/ SPAN TUBE SCHEDULE NOTES: 0oP11RiRBW1ILLe�wwPE N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB x x e ANGLES FOR 2"xS"S.2"x6"BEAMS. 15-2339 2. USE 2'xS"xl/4"ANGLES FOR 2"x8"&2'x10'BEAMS. eaAt.o 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE Pffl Ne 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 WIN DOW BELOW THE BEAM.HID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS S N.T.S. ' EXTERIOR ELEV ABOVE AW BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. 0 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE - FDAN%L6F1tNARDO P.6 . 1111 rPE0046S19 Spens Uo Tp 6'-tl" 2.5•MIN EDGE DISTANCE ,`1 0 n rj Spans UD To B'-3" Spans Un Tp 0I 0' o IaIKK ANCHOR OA CONN TYPE CONN TYPE CONN TYPE . �.•' m Cl C2 C3 C4 C5 Cl CZ C3 C4 CS C] C2 C3. C9 CS •iL:' .Q 1/4•ITR TAPCON OR ELLQ 43_16 0"16.0"15.0'18.0 16,0"16.0'16,0" 9A" 13 0'•16.0•'16.0" 9.5 5.5" @.5'34.5^ - NO PE604 ULTRACON WITH L-3/4' 93 16.Q"16,0"10,5 14,5'16,9"14,0'12.0" 7.0" 30.5'16.0"15.0" 7�5" 4.5" 7.5•' 10_5" _*- �p _ EMBED(3192T9 MIN CONC) 62 16.0"k6.4T 8.5" 12.5"16.0_'16__0" 9.S' S, b,5" 15M0"15.0" 7.5" 4.B' 7.5" 10.5" -"O I L:1 614 70 16.0"I3.b'• 7.0" ii.p"k8.0"15.5" @.0" S. Y,5' 11.5"15.0" 7.5" 4.5" 7.5" 3(1.5" �✓O , z ®= ` - 7 / B COMBINA TIOfq C)••. STATED _ 1D0 19.0" 7.S" 9.S" 7.S" 10,5"15,0' 7.S' 4,5" 7.5" 10.5'15.0" 7.5" 4.5" 7.5" 30.5• 2 x 5 TYP. "1� 8 I/4•MILLENIUM MILLFAST 43 16.0_L6.0'"15.0'16.0"1610"16.0"16,0" 9.0`1 33.5"16.0"16.0" 9 / 0 [OMHwAT1OIrY�'� •,, W17H 1-3/4'EMBED(J275ps1 53!18.0"16.0"1].0"IS-0"16.0"16.0"13.0" 7.0" 10.5"16.0"13.5" =s MIN CONCRETE) 62 16.0"15.8" 8.5"]3.0"]6.0"16.0• 8.5" 5.5" 9.0" 1313-35"k3.5" 7.0" 4.5" 7.S" 9.5" O /// NAL W 0 70 16.0"12A" 7.0" 11.0"1.6.p"34.0" T.0" 4.5" 8.0" 30.5"13:5" 7.0" 4.5" 7.5" 9.5" 290 t3.5" 7 0" 4.5" 7,5 4.5" 13.5" 7.0" 4.5"' 7S" 4.5" 33.5" 7,0" 4.5" 7.5" 9.5" -•- aS4 W$ '� 1/4"ELCO CRETEFLE%SS4 43 16.0"16,0"16.0"16,0"I6.0"16.0"16.0"13.5'16.0"16.0"16.0"Sts" B.0" 13.0"36.0" Z Timggg� W(2'EMBED 33 1 x 5 1TYP.l Z x 5(iYP.I W u [4 ( SOp51 MIH 53 56,0"16,0"Sff.O"]&tl"16.0"L6.0"16.4•']9.0"SS.S'16.0"16.0"10.0" 6.5' 11.0"14.0" (y? CONC) 62 16_40•'16.0"II.5.16,0'•16,0"I6.b"12.5" 8,0" 13.0"16.0"16.0"i8.0" 6..6.."_5" 11.0"14.0" q=:A= s1D 15.0-16.0 10.5"ib.p"16,0"16;q"105" 7.0" 1I.5"15.0"16.0"ID.O" 6.5" 11.0"14.0" e � 10D 26.0"10.0" 6.5" 13.0"l4.0"36.0"]0.0" 6,5" 13,0"Iq,O"36.0"10.0" 6.5" L1.0"14.0" W Gi Cl- MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING �0 CI CZ C3 C4- C5 CI C3 C4 CS Cf C2 C3 -'C9 CS 1/4"ITW TAPCON OR ELCO 43 16,0"'I6.0" 7.5"' 8.b'• 16.0••16.0"16.0"15.0" 5.5" 16.0"16.0" 9.0" J.D" 4.0" la.D" SPACING DIAGRAM FOR C1 & C4 CONNECTION TYPE: ULTRACON WIT"1-3/4' 53 16.0"16.D" 5.5" 6,5 16.0'"16.9"12.0" 4.5" 20.8"14.5'7.5" ]o.0" -C2 CONNECTION TYPE USING PIECE �D WITH OUTSIDE EMBED(3193ps1 MIN CONC) 62 16.0"15.5" 4.5" 5.5"' 160"16,0" 9.0" 4,0•' 14.5"14,5" 7,;5" 10.0" ANCHORS ONLY n ---- - - Cl CONNECTION TYPE USING PIECE©WITH 70 36.0"12.5" ME .q"' T.5^ 31,0"14.5" 7.5" 204_0" OUTSIDE ANCHORS ONLY _____ 100 14.5" 7.5" 10.0 14.5 7.5" 10.0"14.5" 7.5' 10.0" 'F k/4"MILLENIUM Mt{1FAST 43 15,4"16.0"11.0'13.5"16.0"16.0"13.0" 6.5'• 9.5" 16.0•'13.0" 7.0" 4.0" 6.5" 30__5" WITH 1-3/4"EMBED{3275psi 53 I6_0"t6A" @,0" 11.0"I5.0"]d,0" 9.0'• 5.0 T.5" 2640"30w5" 7.5" ANCHOR NOTES: m MIN CONCRETE) 62 16.D"31.5" 6.0'T 9.0" 16,0"13.5"7.0"4.0"B.5` 11.0"10.5"-S.5" 5.5" 7.5" p� Lp 70 16.0" 9.5" 5.5" S.q" 16,0" Cl11.5' 5.5" 5.5" B.5"105" 5S" 5.5" 73" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING H� $ tly5 ]00 10.5" 5.5" 5.5' 7.5" 10.5" 5•S" S.5" 7.5" 10.5"5.5" S.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE E a n D LIMITED TO THOSE SHOWN IN TABLE 1 P 1 O n = 1/4"ALL-POINTS SCUD-SEF _1-3/4•MIN EDGE DISTANCE (9 )' t1� S ANCHOR W/7/8'EMBED& Ci C2 C3� 51 Cl C1 C3 C4 C5 Cl C2 Fm C9 -q Z, ENTER ANCHOR SCHEDULE BASED ON THE IXISTING STRUCTURE MATERIA(, Vim'. ANCHORTYPE AND EDGE pISTANGE,SELECT pE51GN LOAD GPEATER THAN OR v - 1/4-2055 MACONC SCREW 4316.6']2,0" S.5" 7�S" 16.0"12 5" 6.5" },q'• 5�0" 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHATTER AND SELECT SPAN GREATER E (]OOOpSi MIN CONC) 53 I6A"L5.0" B.5" @.0' 16,0"16.0• as 4.0" BA!IS..5"'10 0" 5.0" q.0" 7.0" T�nHaAnN O0.EQUAL TO SHUTTER SPAN. £ 62 16.01T t1.R" 5.0T 7,0' 36,0"22.5" 4.5' 3.5" 5.0" !OA"10.0"$.O" k.4" 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. - E 5�7 70 16.0" 9.0'" 3,0" 7.0" j 100 10.0" 5.0" 9.0'" 7.q" 30,0' S.6' 4.0" 7.0"10.0" 9.0" i a,b" FT 4. EXISTING STRUCTURE MAY HE CONCRETE,ASTM C-90 HOLLOW CONCRETE 2/4'ALL-POINTS SOUR-SET _ 3'MIN EDGE DISTANCEM BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ,g ANCHOR W/7/8•EMBED Q Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 I C4 CS_ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF !R ipT-20 5S MACHINE SCREW 43 I6.0 I6.0"36,0"16.0"16.0'16.0"16.0"3I.5"26.0"16,0'"26A"11_0" 7.0_" 11.0"160" CONNECTION TYPE. m (3000pe1 MIN CONC) 53 16.0"16.0"13.5'16.0"26.b"36.0"14,0"' 8S' 13.5 16.0"16.0" 8.5 5.51 9.5" 12.0" U2 Sfi-4"160T'I0,5 15,0"15.0"Ifr,p"11.0" 7.0" 11.0"16.0'•16.0-' 6S" 5.58.5" ILO" S. ONLYONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE i •� 70 16.0 15.p9A" 14.0 16,0 16.0" 9,0" 6A^ i0.0"33.0"16,0•' B.5^ 5.5" 9.5" 12.0° 100 16.6" 25, B. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 8.5 5.5" 9.S"3Z.0 S5•' 32.q"16.0" 6.5" .0" EMBEDMENT 1!41 POWERS 55 DROP' 2-5-S B.5'• 5.5' 9.S" k2 /e"M[N EDGE DISTANCE IN ACCORDANCE WITH MANUFACTURERS"RECOMMENDATIONS. ANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4.20 SS BOLT AND Cl CZ C3 C4 C5 Cl C2 C3 C4 CS C3 C2 U C4 c5 FINISHES. o i•EMBED(3000pst MIN _43 16.0"16A"14.0"16.0"16.0"ICU"14.0" B.0•` 12.5 36.0"24.0" 7.5" 5,0" B.q'_11 S. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o a 4 CONC) 53 16.0"16.D"_9.5" 14.0"1.6.0"16.q" 9.5" 6.0" 10.0"16,0"11`5" 6A" 4:0�' T.0" B.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING ' €� L: 62 36.0"12 5" 7.5" i2.0"16A"kd.S' 7.S' S,0" 8.5" I1.5"l3S' 6.0"4,0" 7.0" B.0" MEMBERS NOT Pt.YWGOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR " TO 16.0"10.0" 6.5" 1o,5"16.0"12,p" 6.0•' 4.0" 7.5" 9.0" 11.5" 6,0" q.0" 7.0" B.0" StDE CLOSURE PtECES. W �e 100 11.5' 6.0" 4.0"' 7.0" 6A" ISS` fr.4" 4,0" 7.0" B4O" 31,5" 6.0" 4.0" T.6" OA" 8. WHERE LAG SCREWS FASTEN TO NARROWFACEOF(STUD FRAMING,FASTENER �I¢ 1/4•POWERS 55 p0.0P•IN 3"1/2• IN EpGE DISTAHGE SHALL IS IN TAB EOFINR WOOD WM41NGMINaG SEWS UD 3 W/1/4-20 SS 8017 ANp C3 C2 C3 C4 CS Ci C2 C3 C4 CS C3 -C2 'C3 Cq C5 HAVE PHILLIPS PAN HEAP Oft HEX HEAD. A 1"EMBED(3000ps1 MIN 43 16,0"16.0"15.0"16.0"16.0"16.0"14,5" 9,6" 13,5"16;0"IS.O" 7w5" 5,0"_9.D" 12.0 g, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2•ENGAGEMENT OF THREADS IN 6 CONC) 53 16A"160"10,;•5"15.9"L4.Q"i6,p"1D.0" 6.5_10.5'i8A"12.0" 6.q" 4.0" 7S1. 6.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER �[ x 62�15_0"13.0" B.0" 12.5"Lb,O"15.0"8 00 S.0 9.q" 12.0"I2.0" 6.0" 4.0" 7.5" 8.5' HEAD(SIDEWALK BOLTj,U.O.N. sb"•--�'" 70 16_0"10.5 7.0" 11.0"16.0"12.5" 6,5" 4.5" B.0" 9.5" 12,0" 6.D" 4.0" 7.5" 6.5" ,(Sp k 8.5" 22A" 6,0' 4.D" 7.5" 7.5" 6.5" DESIGNATES ANCHOR CONDITIONS WHICH A0.£NOT ACCEPTABLE USES. _ _ 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, Ail SMS W/2'EYEWAt1 -(� C3 _C4 7 LS Cl E2 C3 C4 C5 CI CZ C3 C4 Gi NUT OR WASHER WINGNUL ARMOR INSERT W/2"EMBED 43 16.0"116.0" 11.5"14.0"16.q"16.0"1640':7.5" 100'•16.0"16.0" 9.D" 4.5" 6.5" 13.5' WPO�QflUNTLtB5NPf10PE {2000psI MIN CONC) 53_16.ff'16.0" B.5" 27.0"160"16.0"11S' S.5" 8.0" 16.0'"14.0" 7.0" 3.5'-5.5" 10.0" 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 1.Jr-2338 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9A 4.5"16.5- 34.0"14.0" 7.0•' 3.5" S,5" 10.0" It WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT 8E USED TO OGUET 70 28A•'t2.0' 6y0" B.0'• 16,0"14.5' 7.5" 4.0" 6.0" 10.5'14,0' 7.0-13.51, 5.5•' ma. DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL ►A88 dean du 300 14:D" 7.0" 3.5" 5,5" 10.0"I4.0" 7_0" 3,5"q4O'.' 0.0"14,0" 7.0" 3.S' S.5" 1q.0" CONCRETE SCREWS TO HOLLOW BLOOCK 'e- II12SMS W/2.75•EYEWALL 43 160_'1b.0"_16yB"16.0' 16.0"16,0"ID.O" 6.0"ISO"LLS" 6.0" 9.5" 16A" ARMOR INSERT Wt 2.5- 53 16.0"26.0"f2A"T6.p"16.0"16.4"73.0" 7.S" 5.0" B4O"' 13.0'n EMBED(200DO MW CONC) 62 16.0"16.0"9.5" 13.5"16.0"16.0"11.5" 6.S" 6.0"16.D" 9.0" S.0" @0• 13036.8"t6,0" B.0" I3.5"36.0"i6.0" 9.5 55" 4.0"26.0" 9.0�5.0" 8.4" k3.9'_100 16.0" 9.0" 5.0' B.0" 13.0"16.0" 9.q" S.p" 3.0"14,0" 9.0" 5.0" 8,D" 13,0" �® ® R i PPUT.A.14k Mu Im ■mm©mm���������� mmm' 'o©m©©m �. ' Kim KU ru mem m�LMIALUIA Mo . m ; � mom � mUAFdA%////® Mo®®®31MF E aL3 9M %%//////l/%� M . .• m FYI MFRS ////. ��//ice/ ;, ' am%G i/ , . O, ��� ,/ . Vol MEN /�////%/%// '//// ■ma©�©[�lmm0i�mmOmmm®mOmmDDO®m0�m ■mm®mmms�mommomm©m©mmmm©©o©mm©m© ������ ■rmm©mmmmmm©mo�av© m_mm®mem/©��//��Qommmmmm ® %%% jam%% ///////iaj/y �®®�6h�[�/ j�//�//h���/�j�// /i��i, a/aiiaii�/ � %��A M� �i//�///�/��//�', % % i/�///////� yi i/i� �� %%% yi/� wo //�ii�i�/iiii�/.�ii%iii, IN /, �� W, /ai . 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK YRANNLeERNMp4 P:E _ 2'MIN EDGE DISTANCE \`````tt 1 i 15111! 1FE004550-9 ��•!i.fi 1 t LOAD Pa..Up To 6'-0" Spans Up To 8'-3" o ANCHOR CONN TYPE CONN TYPE CONN TYPE x lin Ci C2 C3 .C4 C5 Cl C2 C3 C4 CS CI C2 C3 Cl CS ~ N0 PEgO46 !12 BMS Wf 2"6YEWALL 43 15.0"26,0" 7.5" 9.Q"116.0"115.5"10.5" 4.S" 6.5" 15.5' 0.5" 4.5" 4.0" 7.0. ARMOR INSERT W!I4 j4' 53 16.0"10.5" 5.tl" 7,0" 16.0"11,0" 5.0" 3.5" 5.01' 31,0^7.0" 3.5 3.S' S.0" ' �k EMBEDS G' O 62 14.0'I 7.5"4.0"6.D" 19S" 9.0"4.5" �.0" 7.0" 7.0" 3S" 3.5" 5.0" -'7u c * *_D N zm 70 l2.S" 6.Q" 3.S" 5.5" 22S"T,5' 3.T' 335" SCr 7.B" 33" 3.5" SA" Q _.»._ V..�_» : STATE OF w m G 100 7.p" 3.S" 3.5" 5.0" 7.D" 3,5" 3.5"5.0' 7.0" 3S" 3.5"5.0" '•'"<O ANCHOR SCHEDULE: WOOD G=0.55 %`$�' .a^'', o5m '/: .NALSN �uI'u . O � IIllitltl`` lU O 3/4"MIN EDGE DISTANCE Z �f._tI i f3 Soans Up To 5'-AD 0" EMS UO To 8'-3" SLlans Up To u'-0" � �tq 0g gg p fio (Fs CONN TYPE CONN TYPE CONN TYPE z 0" g o" ANCHOR �+..ppp7.lflll F+{ fGD6M x [1 C2 C3 I C4 CS Cl I C2 I C3 C4 I CS Cl C2 I C3 I C4 CS 1/4"LAG SCREW WITH 1-3/4 43 16.0"16.0"13.5^12.5"16,0"16.0116,0" 7,5" 9.0" 160 16.0"14.5' 4.5" 6.0" 35.0" MIN THREAD PENETRATION 53 16.0"16.0" 8.S" 70.0"16;0"16.0"18.0" 6;0" 7`0" 16,0"36.0"11.5" 4.0" 5.0" 16:0" 62 26.0"!6A" 7.0" 8.S""-160"16.0"id.5"S.q" 6.0" Sfi.O"160"1L5" 4.0" 5.0"16.Q" W 11C� 7p 16,0"16,0" 6,0" 7.5" 16.0"16,_;_0"12.5" 4.0" 5.5" 16.P'15.0"11.5' 4.0" 5.0" L6.0" Oru f06�16.0"325"4.0" 5.0" 16.0"2b.0"11,5" 4.0" 5.0" 16.0"26,0"SLS•' 4.0' S.0" 16,0" w 7/16'WOOD BUSHING wmI 43 16,0'16_;_,_0" 8.0'_10.0"I6.0"15.5" 8.5" 4.5'. 7.0" 1S^S' B.S" 4.S' 4.5" 7.0" 1.13'MIN EMBED D.114-20 53 1b.0"10-5" 5.5" 8.0" 16.0"11.0" 6.0" 1,5" 5.5 11.0" TA" 3.5" 4.0" 5.0" tgn 55 MACHINE SCREW 62 i4.0" B.0 »4,5" 6.5" 14.5"9.0' d,5" 3.0" 4.S" 7,6` 7.0" 3.5" 4.0" 5.0" `i v s� 70 12.0" 6.0"3.5" 5,5" 12.5" 7.5" 3,5" 4.0" S.S" 7.0" 3.5" 4.0" 5.0" 100 7.6° 3,5" '� d.6"SA"75" 3.5 9,0" 5.0" 7.0" 3.5" 4.0" 1.0" ^5 3 !14 SMS OR!Iq WOOD 43 16.0"16.0"12.5'14.5'16 0"16 0"16.01• 0.01• 1q.0"16.0"16.0"11.5" 5.0^ 7.0" 16.0" SCREW WITH 1.3/41 MIN 53 16.6"26A" 9A"_11.5'16.0"I6.0"YSA" 6.0" 8.0" 16,D"16.0" 9.5" 4.D" 5.5" 13.0•' W THREAD PENETRATION 62 16.0"RAW 7,5'• 9.5" 16.0"16_;0"11.5" 5.0" 7.0" 16.0"16.0" 9,5"4.0" S,5' 13.0" �� o Q1a00aaimtmx. 7D 16.0"i6.0"6,5" 8.S" 36.0"26.0"10.0•' 4.5" 6.0"14.0"16.0" 9S" 4.8" 5.5" 13.0" uaii 100 16.0" 9.5" 4.0" 5,5" 13.0"16.0" 9,5" 4A" .5" 13.0"16.0" 9,5" N 6 c n a0 ANCHOR SCHEDULE: WOOD (6=0.42) 3/4'MIN EDGE DISTANCE Z g" LOAD Spans up po B-Q" Spans UR To B'•3" 5p„ORs,Up To 1'-D" r FF'537 O ANCHOR CONN TYPE CONN TYPE CONN TYPE 3 g` = fps11 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 3 g G 1/4'LAG SCREW WITH I-314 43 16-0"16A"4.0" 16.0'•i6.0"16.0"16.0" 5.5" 7.0•' lfi.0•' MIN THREAD PENETRATION 53 16.0"16,0" 6,5" B.p" 16.0"16.0"12.5' 4.5' S.5" 16.0"15.0" 7.5" 3.0" 4.0" ILO" �^v 62 16.0"16,0"S.S" fi.5" 16,0"25.0" 9.5" 3.S" 5.0" 1S.0•'15.0" 7.5" '3.0" 4.0" v 70_I6.D"13.5"4.S" 6.0"16.0"160" B_0" 3.0" 4,0" i1CS'_15.0" 7.5" 3.6_ 4_0"11.0" 100 15.0" 7.5" 3.0" 4.0"S1A"150" 7.5'• 3 0 4.0 11.0"SS;D" 7,S' 3.0" 4A�' SLO" ^fir af0 5MS oR si4 wOpD 43 76.0"Y6,0"_- 10,5"16.0"ifi.0"12.5" S.5" 7.0" 16A"23.0" 6.5" 3.5' 5.0"10.S" '' Do SCREW WITH 1-3/4"MIN 53 16.0'16.0" 6.S" S.D" 16.0"16.Q". 8.5" 4,0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 3 THREAD PENETRATION 62 16,0"11.5"SO- 7.0" 16.0"13.0" &S, 3S" S.0" 20,5'20.5`5.5" 2.5" 4.4" 7.5" { tm- 70 16_0" 9.5" 4_5" 6.0" AD"A 5.S" 3.0" 4A" 0.0" 10.5'; 5.5"- 2.5° 4.0•' 7.5" 300 20.5'S.5' 2-5" 4.0" T.S" 10.5" SS"ZS" 4A" 7.5" 105' S.5" 1.5' 4A" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a - 4"MIN EDGE DISTANCE a f Ci Snzns U°To 6u-6" SRgns UOTo B'-3" 5°ans UR To 22=4" t+��c LOAD CONN TYPE CONN TYPE CONNTYPE 0I- ANCHOR (p5Q x Cl C2 C3 C4 I C5 I Cl C2 C3 ( Cl CS Cl I C2 C3 C4 C5 5/16'STW TAPCON%L W/ 43 16,0"16.tl"16.0"16,0"L6,0"16,0'16.0"15,0"16.0"16.0•'16,0115.0" 9.0" 14,0"16.0" J 2-f/4'MIN,EMBED 53 16.0"16.0"i5A" 25_!2_0"16A:26.0"21_!0"16A"260"t60"I2.0" 62 16.0"lfirytl"140"16.p"160"AT 1SA" 9,0,•,�' 14.0"16_0'•16A"12A" 7.5" 12:0" 7D 16.0"t6,0 11.5 16.0 16.0 16.Q/12.5" 8.0" 12.5"16.0"36.0":22 0" 7,5" 12.0 200 36.0"12.q�7.5„' f2.0,'i6.Q_'i6.0"12.0" 7.5" 12,0"16.8"16.0"12.0" 7.5' 5/16'ELCO ULTRACON W/ ¢3 I6.°'L6.0"il°.5"19,0"16.0"36.0'10.5' 6.5" 9.S" 16,0"11.0"I 5.5" 6.5" 9.0" 2-1/4"MIN.EMBED 53 I6.0"13.5"17.5" 31.0"16.0"14.0' 7.5" 7,S' 33.5" 9.0" 6,5" pplplROR1YISLt4IHyDRfB `ROI 62 16.0"10.D" 6.0" 9.d"16.0"11.0° S.5" 6,5" 9.0" 9.0" 6s" 15-2339 tom•S! TO 15.0" 8.0" 50" SSS" 5,5" 7,0" 9A" 6.S' - 5.5" 6,5" -. 1+6.5'' 9.0_ - W$ 2"MIN EDGE DISTANCE PAae ot< PTI_91!! CS C2 C3 1. f6 6. C2 C3 Cd_CS CA_ C2 C3 4!12 SMS W/2"EYEWALL 43 I6.Q"16.0" 9.5" 11.5"16016,0"14.0" 6.0° 8.Q" 16.0"14.5" 7.5" 3.5"IS-" ILLP a � ARMOR INSERT W/2'EMBED53 16.0"16.8" 7.0" 9,0" 36.0"16.0" 9,S"r 4,5" 6.5' i6.0"[I.5" fi3O" 3.0' 4.5" 8.S' 62 16.D"13.0" S.S' 7.5' 16.0"14.5" 7.5" 3.5" 5.5" 12,0"11.5" B.O" 3.0" b.S' 36.fY'22.5' 6.5" 3.0" 4.5" 9.D" 215" b,q" 3.0` 4.5" 8.5" ANCHOR NOTES;SEE SHEET +-Iu� 100 11.5" 6.0" 3.0" R. S,'5' 11.5" 6,0"3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5' S.5" 9 FOR ANCHOR NOTES.