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Florida Building Code Online Page 1 of 2 % SCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us j BCIS Site Map Links j Search Florida Product Approval USER:Public User Permitting5T,Lucie GountYr Product Approval Menu>Product or Application Search>A It List>Application @t FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tc-alum.com Authorized Signature Frank Bernardo frank@engineeringexpress.com file C GI)v Technical Representative Thomas B.Johnston J� Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 REVIEWED FOR tomj@[c-alum.com �'"� @@q�,B NCEQuality Assurance Representative COME ® e '�°�* Address/Phone/Email — ST. LUCIE COUNTY Category Shutters ®C C Subcategory Accordion Compliance Method Evaluation rt from a Florida Registered Architect or a Licensed Florida Professional ......1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.odf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indeo3.odf i 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 Eguly Eauivl.odf FL13757 R6 Eauiv Eguiv2.pdf FL13757 R6 Eauiv Eguiv3.1)df hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbm... 1/7/2020 = Florida Building Code Online Page 2 of 2 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 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 tI Dwal.odf Approved for use outside HVHZ: es Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Ye Created by Independent Third Party:Yes Design Pressur A Evaluation Reports Other:See i alla[ion d awings for allowable spa r sure FL13757 R Evall. df combinatio and additional limitations of use. a ed by Independent rty:Yes 13757.2 16.8 Streamline Shutter Large Missile Impact Resistant Accordidr,.$hutter S tem Limits o Use Installation Instructions Approve or use in HVHZ:Yes FL13757 R6 II Dwa2 odf Approved use outside HVHZ:Ye Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resists Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.odf combinations and additional limitations of use. reated by Independent Thir es 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 Dwa3 odf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information,anchorage,etc. FL13757 R6 AE Eva13 odf Created by Independent Third Party:Yes ME w" 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 mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: IGS SecurityMetrics Credit Card Safe http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvgk-7yHMuovbm... 1/7/2020 I I PROJECTION VARIES \\\\\\ m I/AOoa6509 enaoo,P.E._ 0.1 •874° y- 4.874'MAX. L' _ .• 0 0.125" 0.062" 0.450" 0.080° -*' No PE'0p466q N 1.708 0.100• 1.830" 0.062" ^! -� ' * - n 1.708° 0.100' 0.080" 0.063" -� 0.195" 00 L 0.19 2.820' 'O .STAT-e 0.060° 0.070° 0.060" 0.125" in 0.630" N 1.908" �ORIDA W M BSo t � t 0.630' 0.062"� Q 0,062" 1.993" i ,¢$ 0.630" 0.630' 0.062" -� 1�)CK �{ {I--- 0.0 / N• - �1"_ -� �• X069° }0.971°�� 0.143" G� ANLL Y L0,200^ + 0:'U6o" ' 1':070^-� 0.143° N 1711IIIl} Ww o S 0.062• I 0.062' (),200" ` 0.060° rn 0.630' a Z ui U✓ }1.069" ` i• 1 0.630° 0.06" 'n Q 1.069" l^~�' 0.062 UQk z z 5.745"MAX.. SUPPOROPTNAL �-1.069' ppbZ� x1.069°� 0.062" D' WW V4W E 5.745'MAX. 3 IL z (DSCALE: 2 BUILD OUT WALL O STREAMLINE CEILING TSTREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL ow SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZESCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE O WHERE SHOWN,SCREW BOSSES 8L FELT GROVES ARE OPTIONAL _ ON ALL EXTRUSIONS m 0.674" + 2.655" 2.195" 0.510" I� 1.230" m r ,1.229" 0.105" w0.060" 0.725° 0- o M 2.655" I 7 p m .. 1 0.10 0.105•• -" r1 �; 1I�I }1 m r._ 2.362" .069" 0.105" I _ 4.94^ 005N . $ �.831" 1.069" 0.0 °5" m f I 0.075" n I O aslo^�<_.__ 0.994itr ^ o.7e1° p o�° g NOTE:TESTED THICKNESS OF ¢ o 4.510" 3.506" � BARE METAL W/0 PAINT IS 0.039° H O7 SILL O SILL ADAPTERO EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE LL t SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE LL �T to gig € 0.609.43 7"7" 0.14- 0.0800.341" oaNI; 1 .570"7,061, 0.510" 0.143" ( 0.590" 0.341"�� 0.245ll -6"1.7 .143" Too4.753° .0.090" 8 4.510" 0.096" 0o.080° U•682"0. 4 07 - . W YPJMITFA@AKK@@L8e.S1e ffiqq:g �4�8eR PE NOTE:THICKNESS OF BARE 2.822' 15-2339 1.625"� 0.420" _ METAL W/0 PAINT IS 0.039" suLe.FAME oESCNRION: 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL6.8 STARTER WALL SILL CLIP WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE g a� FRANK L.BENNAR00,P.E. 1.950" `1\11111 1 1 1 1 17, 4PE0046x9 .iis: T{{ 0.125" W240" " STEEL 280"{-f ALUMINUM OR T-A HOLE `owo 0. 50' Ill0.276'0.357" * N0 pep •:� �� p w „o, #10 x 2-3/4'410 HT S.S. "'6SN 0.680 WHEEN V 0120" INSERTS SCREW COATING/TC ULTRACOTE 0.591 ;O: 49NINTO 'n r r TRACK (TYP TOP&BOTTOM) N 0.062"t ••, 3T4", a = 11-- In �"( eOF W n1 H_F NYLON BUSHING W/WASHER: %LPj ,Ripq ui I TYP.AT EVERY OTHER 0.750" i O �5"MAX. 0.870" 7/16"p x 1/2"@INTERIOR JOINT TOP 0.154.4 �-0.137" �i�N C� �m INSIDE JOINT AT TOP. 2 w� �N 18• 7/16"0 x 1"(�INTERIOR JOINT BOTTOM �,AC EfJG 1 w C °_ 000TZTT2 CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR �'II I I I 0 h- 1 g ANGLE HOUSING-ZINC DICAST,POWDER COATED Z Q 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT rrnn ¢ SCALE:HALF SIZE 24 26 U S0. SCALE:HALF SIZE NOTE: MAYBE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE:HALF SIZEyrm ae OR KEY/THUMB TURN OPERATED INSIDE. - Z w f{o.zso• 23 BRASS PUSH LOCK W 0�9bw� V W l§Z SCALE.HALF SIZE N LLy.ssw 7R0.155" Lu 1.978" c W w R0.500" 4.000' 0.236" 1.742° 0.286° 1,603° 0.267" ~ 0.500" 0.623" 1.710' 1.224" " 0.090" 0.319' m 0.531° 0.531° m N m ri ri 0.064 m \26.--N ^ 2.250-i m Fie m0.2 �.0.250" 26' 0.607" 0.607" W0.118" �0.224" a `1 � ��� i "' th"4.es2.000°� 0.060" 0240' '^. nmi itorn Li 2.750"-� �I�~ � �RAINGUARD 28 DECORATIVE FLOOR TRACK 6" l D24D, n t� SCALE:HALF SIZE SCALE:HALF SIZE 0.160" _I 0,222"-f t- La 1.001 0.062" 0.062" 11,1162-4}-0.176° U e 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE-HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE E p E 3 7 m -1L 0.062" o o s }---}0.400" 5.500°x 13/16"WIDE ' ,L7" 7/16"0 STAINLESS m LSTEEL NUT T ,- n 30 _ ^ 0.125' �r O1 w�----� }3g� 6' 0.188 v I �� 0 I° 0.438" o TY 5/16-16x1 MACHINE SCREW 5/16°0 INTERNAL STAINLESS STEEL � m 0.121" i 4.5OD" 0.689" POWDER COATED,ZINC DIE-CAST THREAD ^ n a d SECTION A HEAD STYLE VARIES m^ 1.050°f e� DELTA MODEL 2022 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW - Q �ea s INDUSTRIAL SYSTEMS SCALE-FULL SIZE SCALE FULL SIZE ^ o (OPTIONAL) m o o.z54^ 400 40b 40c a sa a s O35 BOX LOCK SCALE:HALF SIZE N 0.319' SCALE.HALF SIZE END STRIP 1" o >� t-2.000"-f 2" & 3" EXT }-1.625°� 1.500- 0.125" ZY0.125" SCALE HALF SIZE p a D.O50" 0.093" M � o ^ 0.125" IT T p o MUSIC � @�C g: R0 . DORRIMIPRA0(LM)Y4R 00PS 0.250- 0 0.093• ^^ 15-2339 SCALE, vwneoescRiprxoNl I 7.000"-� 39 2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"0%0.125" ANGLE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE ' - NKSL BENNAR00,P.E. ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 18"O.C. EXISTING DIST. 1 GLAZING SEE END STRIIC O {� N SPAN WHEN�WSCHEDULE Na E* - { A .ANGLE EMBED C5 F20, EMBED. 17 (INTERIOR) LEG D RECITON II II 1/4" OR 6.8 aSTART���,�I O t7 17 MAX. WITH 21 OR 2Fr�NO•. 0 c MIN.0.062"THICK 6063-T6 ALUM. i BR .y °u m 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 EDGREVERSED) DIST. (ANGLE LEG MAY BE FASTEN ANGLE TO TRACK W/ /1 1 I = 38 ANY ANCHOR PER ANCHOR 2 @10x1"SCREWS AT n ( ) L U.sa�p5 mak SCHEDULE @ 18"O.C. HCORNER TOP&BOTTOM;AND / UI Sa Q 5�t by i7 O t3 13 t3 ATTACH S'0 6.8 STARTER W/ oL m H2 ov 13 F12 x 1/2'GALVANIZED OR S.S.SMS, &12 x 1/2°GALVANIZED OR Z qQN p w 30 S.S.SMS,3/16'0 ALUM.POP w w o J w F 6.80"(TYP.1 } 3/16°0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE U~w Z USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL Bolr NUT @ 18"D.C. (EXTERIOR) s/16-18T�iUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE N W d,:W �• INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=V-0" ANY TRACK W/ b FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. 13 w TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE:3"=T-0" 1'HEIGHT. PSF SPAN 1'B/O(2.7') 62 108" �} 72 100" Gj p 82 94" USE(11 BRASS PUSH LOCK 11 80" J OR(1)5/16-18 THUMB LOCKING DETAILS FOR 132 75" LL SCREW I 0 THREADED 2"EU (3.7") 62 95" SEE END STRIP .6 INSERT 37 T"'/, SFAN CENTER MATES 72 88" N`I'L' TO 2/3 AN FROM SCHEDULE FOR MAX. BOTTOM OF SHUTTER. 30 SHOWN ON RANDOM 2 6" SPAN WHEN USING W 8 RECEIVIN G HOLE SHALL BE DETAILS 3'810(4.7') 62 6" �W�W 20,40a,40b OR 40c, 3/8"MAX WIDTH,UP TO 13 �p 72 79" '1=g Fa 1"HEIGHT. 30 2 74" ¢¢ ALT.1"B/O 62 110" I-' 1/4" OR 6.8 STARTER N n 0 m WITH 21 OR 25. e O (2,� 72 102^ 'fa' -: MAX. O� � VIE 82 95" 2m m zo 112 61" 40 40 USE APPROPRIATE -a ---- -" - "-- - -- 1.5'X3" 145 93" 40 2Q 32 75" STARTER STRIP TO PROVIDE CLOSURE L 73 x0.093' S2 8T FOR 23 60 81"57 FIR, BUILDING CONDITIONS. zt 64 78" FASTEN STARTER STRIP (INSIDE) 70 S" TO TRACK W/(2)#1Ox1" d 73 73" SCREWS AT CORNER,TOP 2'x3' 45 139" L BOTTOM x0.125" 52 129" ALTERNATE END STRIP DETAIL o 57 SCALE 3"=1'-0'• ANY TRACK W/SCREW {rte 13 w- 60 120" a`a m 25 64 116• BOSSES. 70 111" i a¢ 73 109" L3 SILL Na W FOR GREATER SPANS OR LOADS THAN yLn SHOWN IN END STRIP SCHEDULE,END _ IS STRIP$REQUIRE A 1"X1".090"CIDP ANGLE `�3 88 (n MID SPAN USING ANY ANCHOR ON THE tl �, qj v \ EXISTING GLASS I Z \`^ ANCHOR USING B II14x]/4'7EK b 13 SCREW OR I/4-20 BOLT TO END STRIP. p �1 Iia USE(1)BRASS PUSH LOCK 30 Naw USE(1)BRASS PUSH LOCK YCS iS ^ OR 111 5/16-18 THUMB a a m OR(11 5/t6-111 THUMB (INSIDE) 30 13 za INSERT 0 AT 1R/E3 SPAN SILL 52 i r c SCREW 10Iy0,� THREADED ua'^ l/ H !C! INSERT G7)AT 1/3 SPAN TO 2/3 AN FROM m TO 2/3 S'�F'AN FROM BOTTOM OF SHUTTER. OUTSIDE �iAa BOTTOM OF SHUTTER 66 RECEIVING HOLE SHALL BE ( ) 3/8"MAX WIDTH,UP G 5Qp 1"HEIGHT. T&-23 r. TYPICAL OUTSIDE CORNER CLOSURE CCt DETAILS WO/CORNER POST 35 �(OUTSIDE) i ��F a NTS 13 COWWOHIRO&LBE10AMPA 31215 15-2339 SILL _ USE 111 80X LOCK AT 1/3 �L61 SPAN TO 2/3 SPAN FROM RADl DESCRIPFION: ul z H BOTTOM OF SHUTTER _ TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY 9� NTS 7- vin SCALE:3"=1'-0" Q FRANK L BENNARDO,P.E. Cl CONNECTION TYPE RR4wrwgn,,,�/c?;..". REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE _ SPACING l Cl CONNECTION TYPE 1/4-20 MACHINE BOLT REFERENCE ANCHOR 1/2' W/NUT(°1 12"O C OR `4 O P \ SCHEDULE FOR MAX. ® #14 SMS(1° 6"O.C. SPACING 1/2' (� / \ (TYP.TOP&BOTTOM) _ j U 'D r.4 ALUM. TUBE 1 U 2 FASTENERS 6063-76 ALLOY I 6T 0 m EACH ANGLE SEE TABLE A FOR SIZE. J L�� 5 OR 6 OR Jp T x 2"x 1/8" I I ALTERNATE THRU BOLT 00 BDRgJ 01 / , OR 2"x 2"x 1/8" I 0 0 ,L ggs F55 ALUM.ANGLE REFERENCE ANCHOR MIN GLASS Www �11�I F7QQ �iS< ((I SCHEDULE FOR MAX. SEPARATION 13 0= 1:JQ �E,Q W� H THREE 3/16"0 ALUM. ° ii SPACING PER TABLE2 ZX POP RIVETS OR I GLASS a m WILD DNJ� w THREE#12 SMS,TYP ° 17 OR DOOR X N F tltl 1u 3/16"0 ALUM POP •:� 3� 17 RIVET OR#12 SMS 1 i \q E�w U)Cc w TABLE A(cc3� C°7 IS"D C (T YP I \ r I _.- —..i�;/ <TER�\ Z m �o u N qTF 5 OR 6 OR w 0 PRESSURE VS ALLOWABLE LENGTH �'3 0 w= MAY USE MALE OR _ 29QYll 8' 3°x1°x1//8' FEMALE LOCK-SLAT 0 \ PSF No B/0 Na B/0 � w 62 130" 188" 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 72 124" 179° C5 CONNECTION TYPE Ci CONNECTION TYPE _ IIII GUIDE TO BUSHING CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER{TYP I nw SCHEDULE FOR MAX. :• 19 Y1 9 82 119' 172' NTS SCHEDULE FOR MAX. 92 114" 165' SPACING 102 110" 160, #14x3/4'SMS p 9"D C 120 '- 1/ ANGLE TO TUBE CONNECTION rn rn ¢n 104" laT 2"x 2"x 125" 7v r. Iso TABLE B(cca) EXISTING HOST o 9T 131' EMBED. 6063-T6 ALUM TUBE 200 BB" 114' PRESSURE VS ALLOWABLE LENGTH STRUCTURE m< � 5 CONNECTION TYPE v 2"x2'x18° 3'0'x18 EDGE DISTANCE REFERENCE ANCHOR cf PSF WITH AO WITHD SCHEDULE FOR MAX .,E SPACING 62 113' 166" FASTENER E 3 72 107" 15r n° 18"O C. Cb ALTERNATE BUILD OUT MOUNT SECTION cg o (USE ANY ANCHOR SHOWN a a� 82 101" 147' IN ANCHOR SCHEDULE) SCALE:3"=1'-0" IS 92 95" 13V r R 102 90" 132" ' 120 83' 122' 150 74' 109" w h 94° - 2"x2..x 3/16 RIVET OR#12 SMS 090"6063-T6 13 I- -op (nl 18"0 C OR 1/4-20 ALUM TUBE TYP. in o W MN GLASS ] Z uw_ 17 N_ EPARATION S NUT&BOLT(TYP I ¢� PERT BILE Oviw ¢ 3/16"�ALUM.POP E ¢m 3 tl C LL ALUM. TUBE RIVET OR#12 SMS �Qa GLASS 2 x 0 Z E z a E OR DOOR ¢ ¢ Q E'1 6063-T6 ALLOY @ 18"O.C.ITYP.I N u o N r- 01 d oq 9 SEE TABLE 9 FOR SIZE. 2"x 5"x 1/8" S 0 G 2 FASTENERS x CONTINUOUS �I ALUMINUM ANGLE w CI A EACH ANGLEa� m 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 p@ ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. R POP RIVETS OR 17 ORIENTATION TYP. 17 d 5.6, B 17 THREE#12 SMS,TYP. W EO EO !( ' ° OR 2"x 2'x 1/8'• 4 CONNECTION T7PE _ �� tl 13 ALUM.ANGLE EDGE DIST REFERENCE ANCHOR Lqq > B ' USE MALE OR FEMALE SCHEDULE FOR MAX. z111tl BR SPACING CDPI(9R YRRW8(LE0AVU)0P LOCK-SLAT EXISTE 13 13 BLOCK OR WOOD FRAMING 15-2339 i SCALL[ - O INSIDE SILL MOUNT SECTION PAGE DESMIKII10Nt #12 x 1/2"GALVANIZED (OUTSIDE) EE SCALE:3"=1'-0" OR S S SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT& NUT SCALE 3"=T-0" (al 18"O.0 � I I FRANK L.BENNARDO,P.E. C5 CONNECTION TYPE 0F 0OI/5 9 REFERENC Z ANCHOR EXISTING SCHEDULEE EFOR MAX. STRUCTURE Z o] � SPACING � •1 GLASS a o�' GLASS w Cl CONNECTION TYPE 5"MAX 1/4-20 MACHINE BOL�f�e.•' •,Q OR DOOR u y OR DOOR w w REFERENCE ANCHOR W/NUT Cal 12"O.0 r G N r r w 5 SCHEDULE FOR MAX. 19 #14 SMS Cal 6"0 G- NoZ. 13 X. MIN 13 7= =w SPACING { �p4. ON Z r N.v=i w 1/2" (TYP TOP&BOTT6M) MN. N N w GLASS N r Z t'm /2•• -'TO A.eil 1/4"-20 THRU BOLT W/ GLASS a m #14 x 1/2"SMS 12"O.0 EPARATION l0 N Q LOCK NUT Cal 12"0 C.OR EPARATION 2 Q na PER X w2 r r Q MS(al 12"O.C.E.SPER r. OR 3/16"0 ALUM.POP TABLE 2 Q Q om R�OR/ '� (OR 3/16"0 ALUM.POP TABLE 2 ZLo RIVETS(a1 6"O.C. OR 1/4"0 L NOR 6 J �ALUM POP RIVETS 12"O.C.RIVETS(al 6"O.C. E.S. �x �°R 1/4"0 ALUM.POP RIVETS / 0 77 qNp // i1U (al 12"O.C.E.S. 1/4"MAX.FROM PIN MN.GLASS wwr u Q�E` O / 7/4"MAX.FROM PIN ASSEMBLY GUIDE TO BUSHING SEPARATION 13 r w D atm z¢ 1/2"TYP. O AND 10 GUIDE TO BUSHING WASHER ITYP.) PER TABLE jmNw� gi �w� ASSEMBLY WASHER(TYP) o =� ON �w� / 1/2" 1/2"TYP. EXISTING CONCRETE, m GLASS M Zum W V"Iw z w BLOCK OR WOOD FRAMING '�' 3 CONNECTION TYPE OR DDDR X w o Z F m EDGE REFERENCE ANCHOR Q u¢Q N K w w / 4 CONNECTION TYPE ❑IST. SCHEDULE FOR MAX. E 001 ow w REFERENCE ANCHOR SPACING `^ �❑ DISGT SCHEDULE FOR MAX. Q SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG.9 L7 r REFERENCE ANCHOR EXISTING CONCRETE, 53 0 OR 6 6R SCHEDULE FOR MAX BLOCK OR W00O FRAMING 1/4"MAX FROM PIN >$ k— J7 SPACING ALT FASTENERLOCATION FRONT AND C7 CONNECTION TYPE /2 GUIDE TO BUSHINGOM BACK ANCHORS NOT RED'D INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ WASHER(TYP1 W=E WITH THIS LOCATION SCHEDULE FOR MAXPIN GUIDE TO SCALE:3"= V-0" SPACINGBUSHING WASHER A INSIDE MOUNT SECTION 5 CONNECTION TYPEITVP) A REFERENCE ANCHOR p m SCALE 3"=1'-0" SCHEDULE FOR MAXa_ I EXISTING CONCRETE, SPACING BLACK OR WOOD FRAMI EMBED. zfn ¢IIyy __ CD BUILD 0 MOUNT SEC u 3 TYP BOTTOM EXISTING CONCRETE. SCALE =1'-0" R BLOCK OR WOOD FRAMING E w 3 g m NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET. EDGE DIST. EXISTING = a V THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE E BED STRUCTURE d WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w REFERENCE ANCHOR 5 CONNECTION TYPE A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. REFERENCE ANCHOR R MINIMUM OF 12"LANG.THE SILL OR CEILING TRACK W EO E S 6 SPACING SCHEDULE FOR MAX b USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING ry OVER THE GAPS BETWEEN SECTIONS. 3 16 may, IL' w 1/2" `�',R 2O wr GLASS w r w 0 _ OR DOOR- MIN 4412 x 1/2"SMS 12" GLASS 13 j 'A w w a d d EPARATIO =w w p O.0 OR 3/T S ALUM PER N oNm �m=o- g ,w z w POP OR 1R/14'E0 ALUM POP TABLE 2 Q ¢Q Q DOOR ILII 13 =r 0 U m 6a g r N=O W X O Z r GLASS OR+�MIN.GLAS =1 = bm MIN GLASS 13 Ir Zum RIVETS(x112"OC f uw,a PA PER TABLIE2 XwOZ� m SEPARATION L7 C N Q z PER TABLE 2 X w 0 Z I' F-I Ou a 1/4-20 S.S.MACHINE Q X Q O7 AND OB m u O 0. 1/4"MAX.FROM PIN SCREW&NUT Cal E m ASSEMBLY 1/2" G B � 1/2" GUIDE TO FROM G 12"O C pq GLA55. Q d TYP. WASHER(TYP) a OR DOOR 1/4"MAX.FROM PIN m _ w 1/4"M .FR PIN21 °°° X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2"` GUIDE TO SH G K �' iv Q Wm O WASHER IT 1 11i �B WASHER(TYPI EDGE REFERENCE ANCHOR S•in EXISTING CONCRETE, DIST SCHEDULE FOR MAX D0PYRWfFRhWLB9dWimP.L BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.4 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: "x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS(x112" SCHEDULE FOR MAX SPACING PAGEPAOB DBiWIORON: 063-T6 ALUM,ANGLE REFERENCE ANCHORO.0 OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, AY BE REVERSED 0 SCHEDULE FOR MAX POP RIVETS Cal 6"O.0 LOCATION.F RS T AND RE O'D BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING OR 1/4"0 ALUM,POP WITH THIS LOCATION aq� O 12"O.C.WALL MOUNT SECTION RIVETS(al O WALL/BUILD s D O CEILING / INSIDE MOUNT SECTION 4 SCALE:3"=1'-0" SCALE:3'=1'-0" SECTION 71 SCALE:3"=1'-0" 00 MIN.GLASS - - - }pA NK L EENNARDO,P.E. GLASS SEPARATION Z� 7111 4'P600}�49 OR DDCR PER TABLE 2 r � GLASS OR Q•' l! H Q DOOR No '. X.4 GLASS OR P 004654 N w n DOOR MN.GLASS X N N SEPARATION — r1I 110 N_ ¢=K MIN GLASS W w PER TABLE 2 �_�' - V Q ti SEPARATION a ti m STA ~ Z F- PER TABLE 2 1 f I 12_ ' 'A 11 ° _ �^ 13 X Wow J � zoOT o L �Q u7®LL2u�< 1/2 1 1/4"MAX.FROM PIN GUIDE f G Cl CONNECTION TYPE ¢ N Zk a«m a REFERENCE ANCHOR -'o z TO BUSHING WASHER(TYP.) 2B ¢n y �� W W N SCHEDULE FOR MAX ¢ W TWO 1/4'0 WOOD .250" SPACING ¢� 3�. LAG SCREWS(1 24" Ny.0 Z C4 CONNECTION TYPE p D.C.MAX.WITH 2" � W ui 3 THREADED PENETRATION REFERENCE ANCHOR C "T"INTO CENTER OF 2X STUDS SC/� SPACIDNGE FOR MAX77E, I 00 P 8b EMB."T' 14 SMS Cal MIDSPAN BETWEEN /w G / 1B STUDS FOR TRACK TO 1"x 4" DIST. /PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISH i"x 4"x 125" a 6063-T6 ALUM TUBE THIS DETAIL TO BE USED WHEN STUD PACING O DECORATIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL SCALE: -0" EXCEEDS THE MAS X ALLOWABLE ANCHOR SPACING. 3"=1' SCALE:3 1'-0" OWALL MOUNT SECTION THIS DETAIL MAY �N SCALE:3"=1'-0" ALSO BE USED �:o° m AT TOP Z m]L O�mcQ � a 4e S E w $' ACCORDION SHUTTER � PER PRODUCT APPROVAL o —GLASS MIN GLASS OR DOOR _ 'D SEPARATION V1 I' PER TABLE 2 13 2 O APPLICABLE AT TOP Z vl a EXISTING WOOD(G=0.42) o AND OR BOTTOM Q ¢ Z TRUSS OR RAFTER n X ¢ C6 24"MAX.O.C. X w ¢ a E EXISTING FINISH MATERIAL I i 1/2'MIN. 5 6 1/4"MAX,FROM PIN GUIDE 2"x 5"x 1/B"6063-T6 0o TO BUSHING WASHER ITYP) H 2"x3"x1/g•"x CONTINUOUS OR 2.175" O8 ALUM ANGLE W/THREE 2"x 2"x W x CONTINUOUS 1° 1/4"TILE ITYP.) 1/4"0 WOOD LAG r I F FS e m 6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" 3/4"PLYWOOD MINIMUM THREADED li ��g���"� I 0.9'MIN.THICK 6061-T6 ALUM TRACK X PENETR "T"IN WOOD C°l --1/4"W A325 GRADE THRU BOLT 7"O.C. EACH RAFTER OF TRUSS. 5 6 rg@ m FASTENED TO ANGLE WITH 1/4-20 ¢ O 24"O.C.MAX.WHERE @ ANGLE FASTENED TO g OR 5/16"0 A325 GRADE THRU BOLT(1 12 0 C MACHINE SCREWS AT 3'FROM ENDS ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE -- GAL V.ORS S HOST STRUCTURE WITH _ AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN WO ELCO ULTRAC'ONS AT EN 1) 1/4"o ELCO ULTRACON TO CONCRETE/CMU a ttt��0 5 3'FROM ENDS AND 4'O.C, EXISTING CONCRETE HOST 6", EXTEND ANGLE TO w $ 5"0 C.W/1-1/4"MIN.EMB. 2-1/2°MIN. STRUCTURE 3000 PSI MIN NEXT TRUSS. w 3 C ) OR 1/4"0 LAG SCREW 9"O.C.W/1-7/8" w FOR BALANCE WITH 13/x" Ca �� w MIN EMBEDMENT AND 2%' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: MIN.EMB. IN WOOD SG=0.42 TO 0.55 �ww11,91 EXISTING CONCRETE, 13 NF Zum MIN EDGE DISTANCE, 762 P.5.F. HOLLOW BLOCK OR / STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT 6'-0"MAX SPAN: W DOD FRAMING.SEE CONT z a z¢ ODWRIGIRFIWKLBBiURWPE SPACING,TYP. t S: P.S.F. ANCHOR SCHED. ALUM AN (6063-T6) ¢"' ¢~ 15-2339 t BASED ON TYPE OF F J n HD BUILDOUT MOUNT STRUCTURE u° SCALM - SCALE:NTS IMAX.DESIGN LOAD s 72 P 5 F) ¢ PACE OFSCRIPfI0N1 Hb PASS THRU DETAIL O SCALE 3'=1'-0TRUSS MOUNT SECTION " SCALE 3"=l'-0" EXISTING HOST ALT.LEG DIRECTION IPl►OOOY6544 j�j 'PSE'.d STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM .• //// EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW TOP OR BOTTOM ASSEMBLY 1/2° SPACING,AND 3"MINIMUM EDGE DISTANCE AX (2)6063-T6 ALUMINUM 0 - -- -- ANGLES PER BEAM END,SIZE c' 0 6549 :O - I 1/2" PER SPAN TUBE SCHEDULE EMBED. _ SPAN TUBE PER - II1�1 DESIGN SCHEDULE -'9 U p N EDGE OF ACCORDION Z i ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ �0 F~4'• 3.5'MIN SHUTTER BLADES f u 12"O.0 OR 614 x 3/4"SMS 6"O.C. i��•• 8p � M1 //s WW UI� TYPICAL rn - 3"MIN 1T- 5 6 �J 7 I�JI 14 2.875.0 HOLE(TO RECEIVE EDGE 3 16 w _p ROUND WINDOW ASSEMBLY) MIN.GLASS U4 0 8LL DISTANCE I� &a U q MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION 73 w ZO j W W pN W PER EVERY OTHER BLADE GLASSDOOR =p z U3 w d u N D: w 1 LIG HT-N-VI EW WINDOW Ewo 3"MIN �aZ op w p k EDGE 1/2'MAX 6 N.T.S. EXTERIOR ELEV x O DISTANCE r w a .+ F, $ N m ZNm z f 00 O 3 16 1/4"MAX.FROM PIN GUIDE v1`i �y p fG TO BUSHING WASHER(TYP,) ~ it i ACCESS 1/4-20 MACHINE BOLT W/NUT @ .A w 1/2' HOLL 12^O.0 OR 614 x 3/4"SMS 6"O.C. 2.875"0 HOLE TO SPAN TUBE PER W_ RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY I - 1/2" (2)6063-T6 ALUMINUM E- p m -fT1AX. ANGLES PER BEAM END,SIZE �i O A EXISTING -1- PER SPAN TUBE SCHEDULE Fri,p•o.§y., HOST 1/4"70 THRU BOLTS SEE BEAM Zm$ STRUCTURE SCHEDULE FOR REQUIRED NUMBERS a e EMBED IN CONCRETE OR HOLLOW BLOCK 3'WITH INIMUM 0.125" ---}}}���0.125" SPACING,AND 3°MINIMUM EDGE DISTAIkE i% p 0.032' 0,032"- { 3 g m III MAX.DESIGN LOAD=t 72 PSF 2 p 0.196" 3 SPAN TUBE SECTION y / \ $ N.T.S. VERT SECTION o / \ SPAN TUBE SCHEDULE / NUMBER OF LL , A LL TUBE NUMBEROF ANCHORSPERMINIMUM ANGLE + ROUND SUS S SPUTTERPAN THRU-BOLTS ANGLE LENGTH WINDOWAN ASSEMBLY OMTOPBOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE e� 2'x5k 60• 123.8" 135.2' 2 2 2 3 4" 7" Q � 0.125' 96^ 101.7 106.4' 2 2 3 3 7" 7' U a S,2 9 \ / - 123' 88.9" 94.4° 2 2 3 1 3 T 7" 2k6 x 60" +zs.r157.0^ _z z z a a^ _ T 0.125" �' 114.8^ 124.1' 2 2 3 3 7" 7" i 123" 102.8' M137.6" 2 2 4 4 10" 10" (42.875" -_ (-X0.188° \ eek 60" 138.0' 2 2 3 3 T 7` _ g E � 03.250" ) 96` 122.7' 2 2 3 4 T 10" ki' 1 1 0.125' 123' 115.4" 2 3 4 5 10" 13" 'o. 5110'kW1406" 2 3 4 B 0' 16•LIG IT-N-VIEW WINDOW \ / 0.1875" 123` 1322" 3 4 5 7 � 13" 19, 888SW d� �e GV N.T.S. SABIC PLASTICS SLX1431T-UL-94HB ��_�i SPAN TUBE SCHEDULE NOTES: COPE Rf fFRWLIIBKAM0PA x x x x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339 2. USE 2"x5"x1/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCALM - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESOi7Pf7DAl 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. Z S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 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 $ N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. O 6. LAP BEAMS ARE NOT ALLOWED. " ._ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. L aENNAR001 P.E." ANCHOR SCHEDULE: CONCRETE FRANK 1 1 1 J 2.5"MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Q� LOAD NN TYPE CONN TYPE CONN TYPE _` NO PFO04 ' s ANCHOR (ps0 Cl C2 C3 04 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 - 1/4'ITW TAPCON OR ELCO 43 I6.0" 15.0 16.0" 16.0"16.0 9.0 13.0"16.0"16.0" 9.5" 5.5" B.S' 14.5 - ULTRACON WITH 1-3/4" 53 16.0"16.0"10.5"14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.S' 7.5" SO.S' * � N EMBED(3192psi MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.5" 5.5" B.5" 15.0"15.0 7.5" 4.5" 7.S' 10.5" a = 70 16.0"13.0" 7.0" 11.0"16.0"15.5" 8.0 S.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.S' 10.5" 7 / B COMBINATI01%O�•. STATE �� kA1Cm 8S " 100 15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S ITYP l q / 10 COMBINATIOw •'•,F(ORID �",mJ 1/4°MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5 amiss/O -- Ul I✓L��tt .n WITH 1-3/4"EMBED(3275psI 53 16.0"16_0"11.0"15.0"16.0"16.0"11_0" 7.0" 10.5"161_0"13_5" 7.0" 4.5 7.5" 9.5" O //// NAL o MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16.0"16.0" B.5" 5.5" 9.0" 13.5"13.5" 7.0" 4,5" 7,5" 9.S' IJJ 111111 W U n 70 16.0"12.0" 7.0" 11.0--116.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.S" Q pj 4 100 13.5" 7.0" 4.5" 7.5" 9.S' 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" gL m 1/4' 0 CRETEFLIX 554 43 16.0"16.0"16.0"1fi.0"16.0 16.0"16.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" / d ry O w 1 x S(TYP.1 2 x S(TYP.) W O J w W/ EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0 16.0 16.0"30.0"15.5"16.0 16.0"10.0" 6.5" 11.0"14.0" CO C) 6 6.0" 12.5"16.0" 16.0 12.5 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0" 70 6.0"16.0"10.5"16.0" 6.0"16.0"10.5" 7.0" 11.5"15.0"]6.0"10.0" 6.5" 11.0"14.0" O1 W xw e 16.0" .0" 6.5" 11.0"14.0"16.0"10.0 6.5 I1.0 14.0 16.0 10.0 14.0" 7 W i1 g I-MIN EDGE DISTANCE V NOTE: "5"INDICATES ANCHOR SCHEDULE SPACING Cl C3 C4 Cs Cl C2 C3 C4 Cs Cl C2 C3 C4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"my TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0 16."16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.D" _ [2 CO ON TYPE USING PIECE OO WITH OUTSIDE ULTRACON WITH 1-3/4° 53 L16.0" 16.0" 5.5' 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5"T-H 30.D" RS ONLY n EMBED(3192p51�18�LCONC) 62 15.5" 4.5" 5.5" 16.0"16.0" 9.D" 4.0" 14.5"34.5" 10.0 , - C4CONNECTION TYPE USING PIECE E)WITH\ 70 12.5" 4.0" S.0" 16.0"15.0" 7.5" 11.0"14.5" 10.0" OUTSIDE ANCHORS ONLY 100 7.5" 10.0"14.5" 7.5" 10.0"14.5" 10.0"1/4'MI LENIUM MI 43 16.0"11.0"13.5"16.0"16.0"13.D" 6.5" 9.5" 16.0"13.0" " 10.5" 1 TWITH/1-3/4"EMBED(32 5 1 53 16. 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" " 7.5" CHOR NOTES: Q3MIN CONCRETE) . .0" 9.0" 3.5" 7.0" 4.0" 6.5 11.0 10.5" " ra ANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING.5" 8.0" 16.0" .5" 5.5" 5.5" 8.5" 10.5" " 7.5" NLY.ALOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE100 10.5 . S.5" O.5" 5.5" 5.5" 7.5" 10.5" 5" 7.5 LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pv oC Z 1/4'ALL-POINTS SOLID-SET I-1/4"MIN EDGE DISTANCE a Z ClC2 C3 C4 CS ClC2 C3 C4 CS C1 C2 C3 C4 CS 2• ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m< u ANCHOR W/7/8'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATERTHAN OR -o Z 1/4-20 SS MACHINE SCREW 43 16.0 16.0 B.S' 10.5 16.0"16.0"12.0" 5.5" 7.5 16125::11113.: 0 12.5' 6.5" 3.0" 5.0 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER UO e (3000psl MIN CONC) 53 16.0 15.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.D" 6.0" 15.5 10.0" 5.0" 4.0" 7.0" O THAN OR EQUAL TO SHUTTER SPAN. W 62 16.0"11.0" 5.0" 7.0"116.0"112.5-16.5" 3.5" 5.0" 10.0"10.0 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. g c4 •�..� 70 16.0" 4.0" 4.5" 6.0"116.0"110.5"15.5" 5.0" 4.0" 7.0" o 0 $ 100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE a o 6s BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER - a 41 1/4'ALL-POINTS SOLID-SET 3•MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8•EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3' C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF S 1/4.2055 MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.0 11.0"16.0" CONNECTION TYPE. �.A -o R (3000ps1 MIN CONC) 53 16.0 16.0 13.5 16.0 16.0 16.0 14.0 8.S' 13.5 16.0 16.0" 9.5" 12_0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0 16.0"10.5"16.0"16.0"16.0"11.0" 7.0"111.0"116.0"1116.0 8.5 S.5" 9.5 12.0" ONLY. •� 70 16.0"1 15.0" 9-0" 14.0"16.0'•16.0" 9.0" 6.0" 10.0'•13.0"16.0" B.5" s.s' 9.5 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0B.5" 5.5" 9.5"112.0"116.0"1 8.5" 5.5' 9.5'•112.0"116.0"1 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4°POWERS 55 DROP-IN 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOTINCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 I.C3 C4 CS Cl C2 C3 C4 CS FINISHES. 0 1"EMBED(3000ps1 MIN 43 16.0"116.0"114.0"16.0"16.0"16.0"14.0" 8.0" 12.5 16.0 14.0" 7.5 5.0 8.0 11_5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o e CONC) 53 16.0 16.0" 9.5" 14.0"16.0"16.0" 9.5" 6.0" 10.0"16.0"11.5' 6.0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE ATE WOOD FRAMING S a 8 g MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR 62 16.0 12.5" 7.5" 12.0"16.0"14.S" 7.5" 5.0" 8.5" 11.5 11.5" 6.0" 4.0" 7.0" 8.0" 70 16.0"10.D" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. g n!W 2 s Io0 6.0" 4.0" 7.0" B.o" 11.5" 6.0• a.o" 7.0 a.D" 11.5 6.0" a.D•' 7.0'• s.o" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-i/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN. WOOD D.3/4" m I/4°POWERS 55 DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINCa. L�G SCREWS SHALL Ja W/I/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. �., 1°EMBED(3000p51 MIN 43 16.0"16.0"15.0" 16.0"16.0"14.5" 9.0 13.5"16,0 15.0" 7.5" 5.0" 9.0" 12.0" 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN 6 CONC) 53 16.0"16.0"10.5 I5.0"16.0"16.0"10.0" 6.5" 10,5"16.0 12.0" 6.0" 4.0" 7_5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER , p " 62 16.0"13.0 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N. L 70 I6.D"10.5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 0.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. pg 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0"17.5" B.5" 12.0" 6.0" 4.0" 7.5" 8.5" TT Y{1¢ 2'MIN EDGE DISTANCE s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, B S #12 SMS W/2'EYEWALL Cl C2 C3 C4 CS Cl C2r7.5 C4 CS Cl C2 C3 C4 C5 NUT OR WASHER WINGNUT. CORTEmRFANi(LBOMNDOPE ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16.0" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (2000ps1 MIN CONC) 53 16.0"16.0" B.5" I1.0"16.0"16.0"11.5' 8.0" 16.0"14.0" 7.0 3.5" 5.5" 10.062 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 6S" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TODRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL PACE DP9CRIPIION: 70 16.0"12.0" 6,0" 8.0" 16.0"14.5" 7.5" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLACK 100 *7.0" 3.5" 5.5" 10.0"14.0" 7.0" 5.5" 10.0 14.0" 7.0" 3.5" S.5" 10.0" #12 SMS W/2.75°EYEWALL 43 16.0"16.0"16.0"16.0"16.0" 14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0"ARMOR INSERT W/2.5" 53 12.0"16.0"16.0"16.0"15.0" 11.0"16,0"16.0" 9.0" 5.0" 8.0" 13.0"EMBED(2000psI MIN CONC) fit 9.5" 13.5"16.0"16.0"11.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.D"70 8.0" 13.5"16.0"16.0" 9.5" 5.S 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" ``...v�///�L 100 5.0" 8.0"113.0"116.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" . e: �• 11 �► m • ����� �����m�������� ®� ¢tet®®�� 11 ••. �mmmmmmmmommmmmm ©mommmmmmmmmom � • . .... . . . . . Fill Elm PAC. 3"MIN EDGE DISTANCE i / �m MR Km9mia MM Ir �iiaiiiiiiii� - iiiii�iiii� � ,i/°i//�,� _ MILLFAST M moi%//i � % %ilii/ ®®�� ® ii jo •�• %% ml/ MEMO EMEM .: �mmmommmmmmmmmommmmmmmmmommmmmm IN ma mom mm L oAe°AA: : iammON 1-3/4"EMBED ■mmmm©mm©mmmmmommmmmmmmoommmmmm �A�O As ■mmmmmm©mmmmmmomm©mmmmmmmmmmmmm KM Immm MIMI mm'//////.'m////%////%%///%%//ai INI'//ai%/////,%///ai%///ai%////a%//ai, V/001",///a//////a%///////,�%////'////////%//////%//// t t - • 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2'MIN EDGE DISTANCE \���1�.•„ G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" LIC tl •'• {�'7 i �� CONN TYPE CONN TYPE CONN TYPE L -= x ANCHOR (P5O Cl C2 C3 C4 CS Cl C2 C3 Gl CS CI C2 C3 C4 CS # NO P6004654! #12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" 3 x ARMOR INSE0.T W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" S.0" :m - EMBED _ t1t u - 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.D" 7.0" 7.D" aN 0 m I_ (/ 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" STA B a O W M 8 E T 7E OF lOD 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" '•F�ORIOA,.••' wr.M u'^ ANCHOR SCHEDULE: WOOD (G=0.55) y �Y�!S��NAL 3/4'MIN EDGE DISTANCE YfYl II111j111 W �>uQQLLps{�� ri Spans Up To 6'-0" Spans 2 To 8'-3" Spans Up To 12'-0" r O LOAD CONN TYPE CONN TYPE CONN TYPE Z Iii p m pf 7J ANCHOR (psf) 7 75 x y - CS C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS WW 1/4'LAG SCREW WITH 1-3/4 43 16.0-116.0"111.5-12.5'16.0"161"16.0" 7.5" 14.0" 16.0"16.0"14.5' 4.5" 6.0" ICU' _ MIN THREAD PENETRATION 53 16.0"116.U' 8.5" 10.0"16.0"16.0"16.0" 6.0" 16.01.1fi.0"II.S" 4.0" 5.0" 62 16.0"116.0"17.0" B.5" 36.0"I6 .0"14.5" 5.0" 161"16.0"11.5" 4.0" 5.0" 16.0" W 70 16.0'•16.0" 6.0" 7.5' 16.0"16.0"12.5" 4.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" U)p m "I 100 16.0"11.5" 4.0" 5.0" 16.0"16 0"11.5" 4,0" 16.0"16.0"14.5" 4.5" 5.0" 16.0" ~ 7/16'WOOD BUSHING WITH 43 16.0'•16.0" 8.0" 10.0"16.0"I5.5' 8.5" 4.5" 15.5" 8.5" 4ts.S 5" 7.0' 1.13'MIN EMBED&1/4-20 53 16.0"10.5' S'S" 8.0" 16.0"11.0" 6.0" 3.5" 11.0" 7.0" 5-D"SS MACHINE SCREW " �� �� �� ,� �� "62 14.0 8.0 4.5 6.5 14.5 9.0 4.5 3.0 7.0 7.0 5.0 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.S' 3.5" 5.S' 7.0" 5.0"p ____ 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 5.0" 7.0" 5.0"; #14 SMS OR#14 WOOD 43 16.0"16.0"12.5"14.5"16.0"16.D"16.0" 8.0" 16.0"16.0" 16.0"SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.0" 1fi.0"16.0" 13.0"THREAD PENETRATION 62 16.D"16.0" 7.5" 9.5" Ifi.0"16.0"11.5" 5.0" 16.0"16.0" 13.0" C Q ' v 70 16.0"16.0" 6.5" B.5" 16.0"16.0"10.0" 4,5" 14.0"36.0" 9.5" 13.0" Pili ND-,`�'p m 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4,0" 5.5"I 13.0"16.0" 9.5" 4.0" 5.5" 13.0" QD C,q ANCHOR SCHEDULE: WOOD (G=0.42) _ Zm<� p F 3/4"MIN EDGE DISTANCE m g Spans Up To 61-0" Spans Up To 8'-3" Spans Up To 12'-0" rn �� CONN TYPE CONN TYPE CONN TYPE E 3 j O ANCHOR $ x rn CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS p g 1/4°LAG SCREW WITH 1-3/4r4316.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" ]5.0" a 7 MIN THREAD PENETRATION16.0"16.0" 6.5" 8.0" 161"Ifi.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 11.0" d 0 Ifi.0"I6.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 111" o16.0"13.5" 4,5" 61" 1fi.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0" 151" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"157. " 3.0" 4.0"#14 SMS OR#34 WOOD 161"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" 10OSCREWWITH 1-3/4'MIN16.0"16.0" 6.5" 8.0" 16.0"16.0" 8.5' 4.0" SS" 16.0"10.5" 5.5" 2.5" 4.0" 7S" THREAD PENETRATION 161"11.5" 51" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5'10-5' S.5" 2.5" 4.0" 7.5' 4e 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4. " 8.0" 10.5" 5.5" 2.5" 40 7.5"10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4'MIN EDGE DISTANCE gG Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" m 1j LOAD CONN TYPE CONN TYPE CONN TYPE D I3 (®®s m O ANCHOR d6€p$ x (Fsf) Cl C2 1 C3 C4 I CS Cl I C2 I C3 C4 CS Cl C2 C3 C4 I CS .�.I 5/16"ITW TAPCON XL W/ 43 16.0"16.0"116.0"16.0"116.0"16.0"116.0"115.0"16.0"16.0"16.0"15.0•' 9.0" 14.0"16.0" ,6 Yt 2-1/4"MIN.EMBED 53 16,0"16.0"16.0"16.0"161"16.0"16.0"11.0"16.0"16.0"16.0"12.0" 7.5" 12_0"16.0" ° �m 62 16.0"16.0"141"161"161"16.0"15.0" 9.0" 14,0"16.0"16.0"12.0" 7.5" 12.0"16.0" p• 70 161"16.0"11.5'16.0•'16.0"16.0"12.5" 8.0" 12.5'16.0"46*0" 12, 12.0"161" 100 16.0"12.0" 7.5" 12.0"16.0"161"12.0" 7.5" 12.0"16.0" 12.0"16.0"5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0" 6.5" 9.0"2-1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0 14.0" 7.5" 7.5" 13.5" OWIWOFII87MIXLN1iWm0PE62 161"10.0" 6.0" 9,0" 16.0"11.0" 9.0" 6.5" 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.S' S.5" 7.0" 6.5" RCALEez 100 9.0" 5.5" 6.5" 9.0" 5.5" 6.5" 6.5" PAGE DESCTIIPYIONs In u 2"MIN EDGE DISTANCE Cl C2 C3 C4 CS Cl %3.5 C5 Cl C2 C3 C4 CS #12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"161"161" " 16.0"14.5" 7.5" 3.5" 5.5" 11.5" ARMOR INSERT W/2-EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" " 16.0"11.5" 6.0" 3.0"14.5- 8.5" Q 62 16.0"13.0" 5.5" 7.5" 161"14.5" " 121"11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET70 161"SOS" 5.0 6.5" 16.0"12.5" " 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES. LJ LJ e 100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 61" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.S' 6.5"