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HomeMy WebLinkAboutPRODUCT APPROVAL 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 .G1 NERAL LIMTTATIFUSE FOR.BERTHA(, VALAQV ACOORDIM SIM,P21M WORKING IN . 5 T.MAX.ASID.DESIGN"PRESSURE RATING;+110,- 110 P.V.f. 2 MAX.SHUTTER`SPAN::96° 3.ALLOWED MOUNTINGS:A,0;G&H ON SHEETS 6;71 AS WELL AS LMNDNOS M,0.:T.U&W ON SHEETS 16&17. CENTERMATES 2Q. {BOTH W/ 4'.OR.2 :ARE'MEOWED WITH,�t IN.A$YUNET OR OPPNG LAUT 1N CASE OF OPPOSING (@) � 1v �'ygUT, 5 MUST BE INCLUDED ONLY AT E:aMOR ACCESS SIDE OF TYP.EA END •. • • r • • r • .,y r r y 5.'(A)Ery WINWw BLADE ii SFV1L ONLY ALLOW A MMMUM-OF 5 OPENINGS. (3"P HOLES)IWAD EAT SPACINGS SHOWN ON SHEET 4. AMAX.5 YRNO077S y • .y • • , , (B)M1 Ct£ARANCE TOP OR BOTTOM EGOE OF W WINDOW MAOE(D ALLOWED AT HV OF ANY 3'0 HOLE FOSHA4 BE 72`. f. •. WINDOW BLADE 9 - (C)RBST OR LfyS,T BLADE COMING-OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 • •�' • 1 's� rp (D)HV WINDOW B1ADE':®MUST BE USED ALTERNATE:TO A SOLID W SLADE( 7HROUCHOUT'SHUIIER'S WIDTH. } TES SNANl ALWAYS BE'INSTA[LED ADJACENT TD-A SOLID.W o �.. • • • • "¢ » ' A ry 4 BTACE T AT EITHER SIDE OF THEM. SR TABS..FAOE. SEE END _ _(F)POLYCJRBONATE HV�NGO..W N BE INSf CONNECTION ,SHEEYS. y� y ,__ -+ — - _ 'f y ONLY STALLED AND LOCKEND USIN A FN.SETTING T001 P bVIDE)BY A55A, ,� r s + INC. 10&'18 TYp. - � FULL HEIGHT.—' NSn '6.SEE ANCHOR SPACING SCHEDULE FOR'.INSTALLA71ONS INTO WOOD FRAME 1 1 BUILNNGS ON SHEET 15,AS LIMITED.BY SPAN AND DESIGN LOAD(SEE.NOTES P P 1114 1 &2 AEOVE). �« 7_SEE ANCHOR SPACING SCREDULE FOR INSTALLATIONS INTO POURED iv. JU I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY Lli SPAN AND DESIGN LOAD(SEE NOTES t&.2 ABOVE).. }-"f .. B.MIMMUM SEPARATION TO GLASS SCHEDULE PER ASTM.E-1996: SEETPLAN O&8 RFOOM UIREMENTS) .CW _ �� 5 WtNO 20NE NDIIMUM SEPARATION TO CLASS •-----UNUMRED Y ._ -- -- t THRU 3 Y MN:SEPAOAIION TO MASS E%LSDNG cuss 4EV TION ,EE SCHF-0IAE,.�oN SHEET 11 FC(t RUdf(1). 4 8.25' �. _ AI ON THIS$tifFT FOR 13ADES Q&QA� ... --_--_ _—_.__�__—_ �—_--_.�— ___ �.�---___�___ __—_—__ — __ 0 P. QTYP• SYMM RICAL CENTERMATES 21 Q E- - ____ _y / I W/2 OR AND" �...,� i ) W/a {s NarE 4 ABOVE) P4.MN� jl(pICAL C1)`HV L3L.ADE WORKING IN UNISON VVITFi HV WINDOW BLADE !A, SHUTTER* ----'r fflFf�yrAy1'y.3�.::y FLORIDA BUILDING,CODE(Non High Velocity Hurricane Zone Al. - - @2017 EASTERN METAL SUPPLY,.INC. ••' +„ 02017 TILTECO.INO. .•f� BERTHA HVTF, 1----_ An A //�� Accordion Shutter System ZTLE C V,CN.C. ■ . . ■ M H.V.BLADE#1.W/ON Wf0 H.V.1NtJD(KAt BLADE American ShUHer S stems YAZV!11�CIZ TILLIT TESTING & ENGINEERING COMPANY Inc. EY:N ODCRI- DATE pRuvN i1i Lc. •46. 61ss N.M.35ft Sk,St Jos.4tRaT9A GARCttIS,.FLC�fu 33: Assaalation. c , ot0 ,s-Oas 7/zr/1 DATE. 07/27/17 tt Phoire:(3OS)67t 1830...Fox:(305)671-1531 4268 WestrOOdS Driye .. 2. DRAWING No y A ` AHI a moi:67t«oOool com, .W2SC'P01T11'BeOCh, FL 33407 3 17-107•7 ,L�y SVJ 6tAt �'l l�' ES-0006719 4 !— 07 r? WAITER A.TWT Jr.P.E. ••:«.r.r" FLORIDA.Lk.g 44167 5 .. SME1=T P.E. SEAL/s1GNATURE/DATE_, 6 19 OF b 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 MAXIMUM ASD QESf N P ESSURE RnT1NG to s f�AND CORRESPONDING MAXIMUM AOR S�AG(NG tin 1 MHEDULE FOR A MEN MAX `a11�TIEfi�PE�N. dFC(�]VE A.$D,D�1CN PRESSURE RATING A CORRFSPONDING MOUNTING TYPE, .. (SEE MOUNTINGS ON SHEETS 16.do 17).' l___) E'er 4-=:z'T fes.AT SOUT/HE}�RN P No. SPRUCE PINE ! S, UCE PINE SOUTHERN PINE No.s2 1'P/ MIN. G=0.55,. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2pdCW/MIN.G-,0.55, �5, fiR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD UNPA.1510 W/ MIN. G=0.43 W MIN, G=0.36 SPAN(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N• 0& R FLOOR MOUNTINGS, M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WAC( MOUNTINGS B.O.WALL 1doUNI7NG5 BA:WALL MOUNTINGS 6:0. WALL MouNnNcS W &X W& X W &X P & Q S&V S&V S&V 1mxlQax t�E MO6 p� Otttt rcc�i FaivsE aaxc t1� as7+xi+5a Fi�v�Lalli ge) LESR xwhc= Tinc Gd} .ttv31�ura`Tamei L�^r6rta) fEs1a 1q�uT wavxl Rmc t� Rl9ftNCb'�ER1S4%FAHO(�} usx Ncrac ram Fm+c1Pry Oso1 ac1nA FRSvx FASEc{� ra 1E9'R TSARE fH�f771G(F!J 30 40:.60 75 90: CLS 30 ad 60 75. 90' OS 30 90 60 75.90 OS 30 40 60 7S. 90OS 30 4q, 60 75 90 -OS 30 40' 60 J5 90 05 30 40160175. 90. OS 30 4D. 80 7S 90 O5 30 90' 60 75 90 OS 30 40-.60 75 90 05 Y.-0`08' 12 1010 9 8 -$: 6:5 6 6' 6 6.1210 11019 8 8 6 6 6 6 6 6'12.TO 10 9 8 8 ;6 6 616 6' :6 6 5 414 4'3 12, (21212 12 12 12 12 12 72 72 1212 1217. 12 12 12 4•_0•'12 10 10 9 8 8 6 6 6 6 8. '6 12'10 10 9 8 8 '6 6 .6 6 '6 6 12 10 10 9 - 8 8 .6' 6 616 -6 6 6 5 4 4. 4 3-12 12 12 12 12 12 12112 12 12 12112 12 12 12 12 12 12 12 10.i 10 9 8 8 8 6 6 6 6 SS 12110 10 9 8 8 6 6 6 6 6 S 12 10 10 9 8 -7 -6. 6 6 b 5 5. 6 5 414 4 -3 12 12 12. 12 12 12 12,112.12 12 12112 12 12 12 12 12 0.5 12 10 10 9 8 6.5.:6 6, 6 6 5.5 4_5 12 40 10 9- 8 5 6 6 8 .5 5 4.5. 12 TO 10 9 6 3.5' 6 6 6 6 5 4.5 6 5' 4 4 3.5.- 12 12 12 12 12 12 12.12 12 12 12-.12 12 12 12 12 10 8.5 y_p' 22 10 10. 9..6.5 4 6- 6- "6- 5 4.5 4 12 10 14 9 S'.3 8 6 6 5 -4 3.5 72 iD 10 7 3.5. '6 6-- 6 5 a 3.5.& 5 4 4 - - 12 12 12 92 12 12 12 12 12 12 12 10. 12 12.12:0:5$;5 7.5 8'.-0" 12 10. 107.5.4.5 3 .6 6 6 5 4 3'.5.1210 10.6 J.S. - 6 '6.' S .5 3.5 3 i2. T0 :104 - 6: `8 5 53.5 3. 6 5 4 - - - 12.12 1212 12 72 12.12..12'12 i1 9.512 12 1.59 7.56:5 12 10 10. 5�3S '6 6. b.514.5 .5 3 12 10 -9. 4 - 6 6, 4.5 4 3 3 12'10 4 3. - - 6 6.4.5 4 3 3 '6 5 3.5- - 12.,12 12.12.12 id: 12.12 12 1`: 9.5r 8.5 12: 12 20 8. 6,5'5.5 10'-0" 12.10 7:5 4 - - 6 6. .5 4. 3 - 12 10 6 3 - 6` 6 '4 3.5 1,3'. -. 12 110 8 - - - 66. 4 3.5 3' 6 5 - - - - 12 12 112 12"1.5 9:5 12.12: 12 104 8:5 7.5 12 12 9 7 .6 5 12-I0`.5:5-- 8.. 6 4.5 - - 12,10 4.5- _ - lit 5.5.3.5- - 12 t0 - - 6 5.5, 4 - 6 fr - - - 12 i3 12t2'.1d 8.5 t2 12. 12 9.5 8 .7 72 12 '8 6.55.54.5 12'=0' 12'10 4.5:- 6 6 4 - - 12 10 3:5 - - 6. '5 3:5 - - 12 10' ,: _ •6- +^; 7:5'-�'- _ - _- '^b 4-5 - - - - iZ f 2: 52 0. 8S,7:5 12 42. 10 8 6.5 55 12 0. 7 5.5 4,5 4 6 5.5 - 12 7 - 12, 7 - "^. - - .54:5 - - 6.' 3 - - - - 12 12 12 9.5'8 612 t2 9.57.5 8 4.512 956:5 5 4 3 22 - - 6' - - - 12 - - - :S - - - - 12 - - - - '5 - - - - - 6 - - - - - 22 72 it 9 7.5 5 72 12 8S 7. 8 4 12 9 6 'S 4 - 12 - (1) HV BLADE OR 1, HV _BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •.SEE 11 AnONS CF USE FOR 6LADE�IRiSFiF1T 1 . f ,NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD'S SOFFIT SHALL BE AS FOLLO'W'S: ..3-SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -. -SOVTHERN PINE No.2 W/.0=OSS(N.DS) -'1/4'0 TAFCON ANCHORS,AS MANUFACTURED 6Y LLW.BUILDEX W/MINIMUM EMBEDMENT AS.INDICATED AT -DOUGLAS FIR W/0.0.50(NASD EACH SECTION ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W/6=0:43(N.D.&) EXCEPTION.SEE LIME 2 6Et.OW, -SPRUCE PINE FIR SOUTH W/0=0.36(N.O.S.) -MIN,1/2'CDX PLYWOOD(1986 APA), 2.ANCHORS TO PER N 2015 SHAU A A5 PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST-:OF CAO SCREWS AS PER NOS ZOi5 SPiiF1CATWNS. SS NUFED FOLLOWING ALL OF THE RECOMdEN0a110N5 AND SPECIFICATIONS 4F THE µCN R ANRR rurrn��•"••ems FLORIDA BUILDING CGDE-{Non..High Velocity Hurricane tone 42017 TILTECO,INC. - 02017 EASTERN METAL SUPPLY, INC. Eft",, _ BERTHA NVTM: 1 v. 9 - - -�---� A■ .�`i■A■ Accordion Shutter System * KY 9-ADE#1 W/OR W/O N.V. NDOW BIALE f TICCIT TESTING & ENGINEERING COMPANY American Shutter Sys#ems pr,th OESCRIPTION DATE DRAWN,BY: LO ^ •S, / r - Association, fnC: 1 OLO 15-085 7127/1. DAZE: 07127/17 . G� * -53ss aw.as6.SL,s*e.aa5,uRGuca GAaDErs,FLaROA 331 _ 4268 Westroods Drive 2 • ,AIS Phone:(305)671-1530.Fo::(305)871-1531 DRAWING No - -m E -0008719 ccm West Palm' Bench, FL 33407 s aNAL�� WALTER A TILUTC3 P-E. 17-107 T�' FLORIDA Uo-1 44167 5 SHEET P.E. SE4C/"3iEt9A7URE/DATE 6. 15 OF 20 x,4/2x DD35 THICK t' INSTALLATIONS W f� HV BLADE & HV CENTER,MATES 2)1 -12.000 =r^ Min..ASTM A-653 GRADE a0 ,n, VARIES v Min.0-60 S Al STEQ 43b INTO METAL STUD WALLS * gaol METAL STUDS-AT::16'i.,. „, ' 4'44 w w 38QNS AND GENERAL GOND! {iLU M N MQ�SLI�EVE /Z a 0 V D A G 0 6063-T5 ALLOY L'cIAT..0 v.'fsi2eL°iRa is Ac"NNa{®63o.c. m 63oc.^. i SYSTEM iNSTA�j. ON"TO MEjAL SUAD WALLS ASTM A-653 OWE 40 Nin.C-60 I P> �PJ.`LIQ.GLA3S SGI'IEDULE. H _.7.000". GALVANIZED FASTENED TO ETU05_ w/(2)16.1/2'TEK SOKWS;ON , EXISTING FINISH 39 ; z 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 1NT[woR.aTEXTERIOR. £RIDR rACE 1. As AacucABl.E i N: 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM .. I' ASTM E-1996 'SEPARATION aJc LEND(H k T' EwsTuyG cTrss MIN.SEPARATION 3. ALLOWED MOUNTING. MS'ON THIS.SHEET TO GLASS 10.GLASS' (SEE SCHEDULE) - 4 _ - 1 f4" — 0X3" QOLT (TTP:) " 4. ONLYfNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" f OR INTERIOIR MUST ACAL T. ! i INCLUAT ERIOR '* WITH ARUSE2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" -1 3/a 6 1'/4k 0035 THICK Nina EXISTING FINISH S $IDE DF - 250-ry t1�373 CONT C.LLV.STEEL TRACY.CWJTNLL;. AS APPLICABLE CENTERMATE. ASTM A-6SJ GRADE 40 Yin.C-60 I _ -L,.•.--I- �..11 G41,V61 FASTENED TO ENDS (2) ! w/(2I46x1/2 TEK scREws ON ,43c 434 ��----- � -R4TERIOR.rtr EXTERIOR FACE , O 6 0 C O 6' 1/4 0-20 THREADS BLADE SLACK DETAIL HVF 1$ ALSO VALID FOR ¢'�C 1I4"jGONSTRIJCTIOAf. CEMERMATE 21 APPLICATION WITH BLADE Q kkn$1C 'x 1 1/2k. NFn:Asha A-fi035'THICKw 0 6" O.C.3CPAE AO COMPONENTS Min.0-60 cav, TEE. WA_jL,,�l,FADER/SIL . INSTALItigTIC�N METAL STUDS AT 16'O.C. M n ESCNSINNO FINISH AS APPLICABLE SCALE. 3/8'= T' .-_.,._...__ •-.�::=:-.�. t(TYP.NDP BOTTOM) T 3/a'x 6 T/4':0.035`THICK Min. ONT GALV.STEEL TRACK CHANNEL, LEXISTING CLASS _ _ - _ - ASTM A-653 GRADE 40 Min..G-60 _ 1i N ! i .' i I. i I. WALVM11Z�E6./�TEEHSCREWS UDSON ' 434 436 43c SYMMETYCAL SYMfFAETRYCiAL { MAN.sEPARA11ON VARIES i I IVIE(7)R#6.1/2' 7)R 6 EXTERIOR FACE i I CENT€RMATES W/ i a _ CENTERMATE w1 :I N To,GLASS, 2' i •..I ' ' ?TNT I r (SEE SCHEDULE) Mor; I , ,EXTERIOR ACCESS SIDE,: ' ;: ERIOR ACC<sSS 4- S'(Tm) IN 3: (6 Min.) {N ¢. , _� 24 --_- __ - - - _ '1 ----------- _---- --�----------- -- ----------- -- -------- - -- -- -- - 1 2)42 -- - Z a: "' ._ �.� LOCATED AT t3?} 2 1 tiv7 I- HV HEADER/SILL..ENDS VIEW Y 1,2 3 t/a (Typ.y-, 1 (6'min.) �4 " t 6 1 2�MAX,SLACK ** SIDE CONNECTION TO TRACK (coot-) _5 1/2'tTYO•)"---- I 7" tj1/8 BLADE, SLACK DETAIL HIVE FVC FLORIDA.BUILDING CODE{Non,High,V locity .HurrieDne Zone 00 02017'plr ll� ,.. ._ 12017 EASTERN METAL:SUPPLY.INC. 1'M /{JG 02017 71LTEC0,'ING. o,.;+ ., .• BERTHA HVTM GIrP�s �' Accordion Shutter System / �. E d iNc. ArS.S.A■ rLv. RAX1 w/qR.w/o Iv. wrNDvve_[/ . i izrm=7 s'r TILLIT TESTING & ENGINEERING COMPANY AmOPICCti, ShI 4ttar Systems Ev.N DEscalerieN DAT[ "I'll sr. LG. 5zss NLtT.36te.51,St, S.-RGI-W ma,c�� ,'u1 ASSOCIO;IIOn, Inc. 1 -OLD 15 085 7 sill DAIS: 07/27/77 none:(305)871-1530,Fox:(305)871-1531. 4268 WestfOOds.Drive 2 DRAWING No ;'A /gyp t� !T�` a moi:tIK«aaaoLcom West'Palm 9eoch, k 33407 3 n WALTER A. T'Jr.P.E. 4 7-1 G7 P.E. SER[ tiE DATE FLORIDA U..d 44167 E SHEET ,.. t s 20,0 0 x,4/2x DD35 THICK t' INSTALLATIONS W f� HV BLADE & HV CENTER,MATES 2)1 -12.000 =r^ Min..ASTM A-653 GRADE a0 ,n, VARIES v Min.0-60 S Al STEQ 43b INTO METAL STUD WALLS * gaol METAL STUDS-AT::16'i.,. „, ' 4'44 w w 38QNS AND GENERAL GOND! {iLU M N MQ�SLI�EVE /Z a 0 V D A G 0 6063-T5 ALLOY L'cIAT..0 v.'fsi2eL°iRa is Ac"NNa{®63o.c. m 63oc.^. i SYSTEM iNSTA�j. ON"TO MEjAL SUAD WALLS ASTM A-653 OWE 40 Nin.C-60 I P> �PJ.`LIQ.GLA3S SGI'IEDULE. H _.7.000". GALVANIZED FASTENED TO ETU05_ w/(2)16.1/2'TEK SOKWS;ON , EXISTING FINISH 39 ; z 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 1NT[woR.aTEXTERIOR. £RIDR rACE 1. As AacucABl.E i N: 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM .. I' ASTM E-1996 'SEPARATION aJc LEND(H k T' EwsTuyG cTrss MIN.SEPARATION 3. ALLOWED MOUNTING. MS'ON THIS.SHEET TO GLASS 10.GLASS' (SEE SCHEDULE) - 4 _ - 1 f4" — 0X3" QOLT (TTP:) " 4. ONLYfNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" f OR INTERIOIR MUST ACAL T. ! i INCLUAT ERIOR '* WITH ARUSE2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" -1 3/a 6 1'/4k 0035 THICK Nina EXISTING FINISH S $IDE DF - 250-ry t1�373 CONT C.LLV.STEEL TRACY.CWJTNLL;. AS APPLICABLE CENTERMATE. ASTM A-6SJ GRADE 40 Yin.C-60 I _ -L,.•.--I- �..11 G41,V61 FASTENED TO ENDS (2) ! w/(2I46x1/2 TEK scREws ON ,43c 434 ��----- � -R4TERIOR.rtr EXTERIOR FACE , O 6 0 C O 6' 1/4 0-20 THREADS BLADE SLACK DETAIL HVF 1$ ALSO VALID FOR ¢'�C 1I4"jGONSTRIJCTIOAf. CEMERMATE 21 APPLICATION WITH BLADE Q kkn$1C 'x 1 1/2k. NFn:Asha A-fi035'THICKw 0 6" O.C.3CPAE AO COMPONENTS Min.0-60 cav, TEE. WA_jL,,�l,FADER/SIL . INSTALItigTIC�N METAL STUDS AT 16'O.C. M n ESCNSINNO FINISH AS APPLICABLE SCALE. 3/8'= T' .-_.,._...__ •-.�::=:-.�. t(TYP.NDP BOTTOM) T 3/a'x 6 T/4':0.035`THICK Min. ONT GALV.STEEL TRACK CHANNEL, LEXISTING CLASS _ _ - _ - ASTM A-653 GRADE 40 Min..G-60 _ 1i N ! i .' i I. i I. WALVM11Z�E6./�TEEHSCREWS UDSON ' 434 436 43c SYMMETYCAL SYMfFAETRYCiAL { MAN.sEPARA11ON VARIES i I IVIE(7)R#6.1/2' 7)R 6 EXTERIOR FACE i I CENT€RMATES W/ i a _ CENTERMATE w1 :I N To,GLASS, 2' i •..I ' ' ?TNT I r (SEE SCHEDULE) Mor; I , ,EXTERIOR ACCESS SIDE,: ' ;: ERIOR ACC<sSS 4- S'(Tm) IN 3: (6 Min.) {N ¢. , _� 24 --_- __ - - - _ '1 ----------- _---- --�----------- -- ----------- -- -------- - -- -- -- - 1 2)42 -- - Z a: "' ._ �.� LOCATED AT t3?} 2 1 tiv7 I- HV HEADER/SILL..ENDS VIEW Y 1,2 3 t/a (Typ.y-, 1 (6'min.) �4 " t 6 1 2�MAX,SLACK ** SIDE CONNECTION TO TRACK (coot-) _5 1/2'tTYO•)"---- I 7" tj1/8 BLADE, SLACK DETAIL HIVE FVC FLORIDA.BUILDING CODE{Non,High,V locity .HurrieDne Zone 00 02017'plr ll� ,.. ._ 12017 EASTERN METAL:SUPPLY.INC. 1'M /{JG 02017 71LTEC0,'ING. o,.;+ ., .• BERTHA HVTM GIrP�s �' Accordion Shutter System / �. E d iNc. ArS.S.A■ rLv. RAX1 w/qR.w/o Iv. wrNDvve_[/ . i izrm=7 s'r TILLIT TESTING & ENGINEERING COMPANY AmOPICCti, ShI 4ttar Systems Ev.N DEscalerieN DAT[ "I'll sr. LG. 5zss NLtT.36te.51,St, S.-RGI-W ma,c�� ,'u1 ASSOCIO;IIOn, Inc. 1 -OLD 15 085 7 sill DAIS: 07/27/77 none:(305)871-1530,Fox:(305)871-1531. 4268 WestfOOds.Drive 2 DRAWING No ;'A /gyp t� !T�` a moi:tIK«aaaoLcom West'Palm 9eoch, k 33407 3 n WALTER A. T'Jr.P.E. 4 7-1 G7 P.E. SER[ tiE DATE FLORIDA U..d 44167 E SHEET ,.. t s 20,0 0 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 MAXIMUM ASD QESf N P ESSURE RnT1NG to s f�AND CORRESPONDING MAXIMUM AOR S�AG(NG tin 1 MHEDULE FOR A MEN MAX `a11�TIEfi�PE�N. dFC(�]VE A.$D,D�1CN PRESSURE RATING A CORRFSPONDING MOUNTING TYPE, .. (SEE MOUNTINGS ON SHEETS 16.do 17).' l___) E'er 4-=:z'T fes.AT SOUT/HE}�RN P No. SPRUCE PINE ! S, UCE PINE SOUTHERN PINE No.s2 1'P/ MIN. G=0.55,. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2pdCW/MIN.G-,0.55, �5, fiR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD UNPA.1510 W/ MIN. G=0.43 W MIN, G=0.36 SPAN(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N• 0& R FLOOR MOUNTINGS, M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WAC( MOUNTINGS B.O.WALL 1doUNI7NG5 BA:WALL MOUNTINGS 6:0. WALL MouNnNcS W &X W& X W &X P & Q S&V S&V S&V 1mxlQax t�E MO6 p� Otttt rcc�i FaivsE aaxc t1� as7+xi+5a Fi�v�Lalli ge) LESR xwhc= Tinc Gd} .ttv31�ura`Tamei L�^r6rta) fEs1a 1q�uT wavxl Rmc t� Rl9ftNCb'�ER1S4%FAHO(�} usx Ncrac ram Fm+c1Pry Oso1 ac1nA FRSvx FASEc{� ra 1E9'R TSARE fH�f771G(F!J 30 40:.60 75 90: CLS 30 ad 60 75. 90' OS 30 90 60 75.90 OS 30 40 60 7S. 90OS 30 4q, 60 75 90 -OS 30 40' 60 J5 90 05 30 40160175. 90. OS 30 4D. 80 7S 90 O5 30 90' 60 75 90 OS 30 40-.60 75 90 05 Y.-0`08' 12 1010 9 8 -$: 6:5 6 6' 6 6.1210 11019 8 8 6 6 6 6 6 6'12.TO 10 9 8 8 ;6 6 616 6' :6 6 5 414 4'3 12, (21212 12 12 12 12 12 72 72 1212 1217. 12 12 12 4•_0•'12 10 10 9 8 8 6 6 6 6 8. '6 12'10 10 9 8 8 '6 6 .6 6 '6 6 12 10 10 9 - 8 8 .6' 6 616 -6 6 6 5 4 4. 4 3-12 12 12 12 12 12 12112 12 12 12112 12 12 12 12 12 12 12 10.i 10 9 8 8 8 6 6 6 6 SS 12110 10 9 8 8 6 6 6 6 6 S 12 10 10 9 8 -7 -6. 6 6 b 5 5. 6 5 414 4 -3 12 12 12. 12 12 12 12,112.12 12 12112 12 12 12 12 12 0.5 12 10 10 9 8 6.5.:6 6, 6 6 5.5 4_5 12 40 10 9- 8 5 6 6 8 .5 5 4.5. 12 TO 10 9 6 3.5' 6 6 6 6 5 4.5 6 5' 4 4 3.5.- 12 12 12 12 12 12 12.12 12 12 12-.12 12 12 12 12 10 8.5 y_p' 22 10 10. 9..6.5 4 6- 6- "6- 5 4.5 4 12 10 14 9 S'.3 8 6 6 5 -4 3.5 72 iD 10 7 3.5. '6 6-- 6 5 a 3.5.& 5 4 4 - - 12 12 12 92 12 12 12 12 12 12 12 10. 12 12.12:0:5$;5 7.5 8'.-0" 12 10. 107.5.4.5 3 .6 6 6 5 4 3'.5.1210 10.6 J.S. - 6 '6.' S .5 3.5 3 i2. T0 :104 - 6: `8 5 53.5 3. 6 5 4 - - - 12.12 1212 12 72 12.12..12'12 i1 9.512 12 1.59 7.56:5 12 10 10. 5�3S '6 6. b.514.5 .5 3 12 10 -9. 4 - 6 6, 4.5 4 3 3 12'10 4 3. - - 6 6.4.5 4 3 3 '6 5 3.5- - 12.,12 12.12.12 id: 12.12 12 1`: 9.5r 8.5 12: 12 20 8. 6,5'5.5 10'-0" 12.10 7:5 4 - - 6 6. .5 4. 3 - 12 10 6 3 - 6` 6 '4 3.5 1,3'. -. 12 110 8 - - - 66. 4 3.5 3' 6 5 - - - - 12 12 112 12"1.5 9:5 12.12: 12 104 8:5 7.5 12 12 9 7 .6 5 12-I0`.5:5-- 8.. 6 4.5 - - 12,10 4.5- _ - lit 5.5.3.5- - 12 t0 - - 6 5.5, 4 - 6 fr - - - 12 i3 12t2'.1d 8.5 t2 12. 12 9.5 8 .7 72 12 '8 6.55.54.5 12'=0' 12'10 4.5:- 6 6 4 - - 12 10 3:5 - - 6. '5 3:5 - - 12 10' ,: _ •6- +^; 7:5'-�'- _ - _- '^b 4-5 - - - - iZ f 2: 52 0. 8S,7:5 12 42. 10 8 6.5 55 12 0. 7 5.5 4,5 4 6 5.5 - 12 7 - 12, 7 - "^. - - .54:5 - - 6.' 3 - - - - 12 12 12 9.5'8 612 t2 9.57.5 8 4.512 956:5 5 4 3 22 - - 6' - - - 12 - - - :S - - - - 12 - - - - '5 - - - - - 6 - - - - - 22 72 it 9 7.5 5 72 12 8S 7. 8 4 12 9 6 'S 4 - 12 - (1) HV BLADE OR 1, HV _BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •.SEE 11 AnONS CF USE FOR 6LADE�IRiSFiF1T 1 . f ,NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD'S SOFFIT SHALL BE AS FOLLO'W'S: ..3-SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -. -SOVTHERN PINE No.2 W/.0=OSS(N.DS) -'1/4'0 TAFCON ANCHORS,AS MANUFACTURED 6Y LLW.BUILDEX W/MINIMUM EMBEDMENT AS.INDICATED AT -DOUGLAS FIR W/0.0.50(NASD EACH SECTION ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W/6=0:43(N.D.&) EXCEPTION.SEE LIME 2 6Et.OW, -SPRUCE PINE FIR SOUTH W/0=0.36(N.O.S.) -MIN,1/2'CDX PLYWOOD(1986 APA), 2.ANCHORS TO PER N 2015 SHAU A A5 PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST-:OF CAO SCREWS AS PER NOS ZOi5 SPiiF1CATWNS. SS NUFED FOLLOWING ALL OF THE RECOMdEN0a110N5 AND SPECIFICATIONS 4F THE µCN R ANRR rurrn��•"••ems FLORIDA BUILDING CGDE-{Non..High Velocity Hurricane tone 42017 TILTECO,INC. - 02017 EASTERN METAL SUPPLY, INC. Eft",, _ BERTHA NVTM: 1 v. 9 - - -�---� A■ .�`i■A■ Accordion Shutter System * KY 9-ADE#1 W/OR W/O N.V. NDOW BIALE f TICCIT TESTING & ENGINEERING COMPANY American Shutter Sys#ems pr,th OESCRIPTION DATE DRAWN,BY: LO ^ •S, / r - Association, fnC: 1 OLO 15-085 7127/1. DAZE: 07127/17 . G� * -53ss aw.as6.SL,s*e.aa5,uRGuca GAaDErs,FLaROA 331 _ 4268 Westroods Drive 2 • ,AIS Phone:(305)671-1530.Fo::(305)871-1531 DRAWING No - -m E -0008719 ccm West Palm' Bench, FL 33407 s aNAL�� WALTER A TILUTC3 P-E. 17-107 T�' FLORIDA Uo-1 44167 5 SHEET P.E. SE4C/"3iEt9A7URE/DATE 6. 15 OF 20 MAXIMUM ASD QESf N P ESSURE RnT1NG to s f�AND CORRESPONDING MAXIMUM AOR S�AG(NG tin 1 MHEDULE FOR A MEN MAX `a11�TIEfi�PE�N. dFC(�]VE A.$D,D�1CN PRESSURE RATING A CORRFSPONDING MOUNTING TYPE, .. (SEE MOUNTINGS ON SHEETS 16.do 17).' l___) E'er 4-=:z'T fes.AT SOUT/HE}�RN P No. SPRUCE PINE ! S, UCE PINE SOUTHERN PINE No.s2 1'P/ MIN. G=0.55,. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2pdCW/MIN.G-,0.55, �5, fiR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD UNPA.1510 W/ MIN. G=0.43 W MIN, G=0.36 SPAN(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N• 0& R FLOOR MOUNTINGS, M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WAC( MOUNTINGS B.O.WALL 1doUNI7NG5 BA:WALL MOUNTINGS 6:0. WALL MouNnNcS W &X W& X W &X P & Q S&V S&V S&V 1mxlQax t�E MO6 p� Otttt rcc�i FaivsE aaxc t1� as7+xi+5a Fi�v�Lalli ge) LESR xwhc= Tinc Gd} .ttv31�ura`Tamei L�^r6rta) fEs1a 1q�uT wavxl Rmc t� Rl9ftNCb'�ER1S4%FAHO(�} usx Ncrac ram Fm+c1Pry Oso1 ac1nA FRSvx FASEc{� ra 1E9'R TSARE fH�f771G(F!J 30 40:.60 75 90: CLS 30 ad 60 75. 90' OS 30 90 60 75.90 OS 30 40 60 7S. 90OS 30 4q, 60 75 90 -OS 30 40' 60 J5 90 05 30 40160175. 90. OS 30 4D. 80 7S 90 O5 30 90' 60 75 90 OS 30 40-.60 75 90 05 Y.-0`08' 12 1010 9 8 -$: 6:5 6 6' 6 6.1210 11019 8 8 6 6 6 6 6 6'12.TO 10 9 8 8 ;6 6 616 6' :6 6 5 414 4'3 12, (21212 12 12 12 12 12 72 72 1212 1217. 12 12 12 4•_0•'12 10 10 9 8 8 6 6 6 6 8. '6 12'10 10 9 8 8 '6 6 .6 6 '6 6 12 10 10 9 - 8 8 .6' 6 616 -6 6 6 5 4 4. 4 3-12 12 12 12 12 12 12112 12 12 12112 12 12 12 12 12 12 12 10.i 10 9 8 8 8 6 6 6 6 SS 12110 10 9 8 8 6 6 6 6 6 S 12 10 10 9 8 -7 -6. 6 6 b 5 5. 6 5 414 4 -3 12 12 12. 12 12 12 12,112.12 12 12112 12 12 12 12 12 0.5 12 10 10 9 8 6.5.:6 6, 6 6 5.5 4_5 12 40 10 9- 8 5 6 6 8 .5 5 4.5. 12 TO 10 9 6 3.5' 6 6 6 6 5 4.5 6 5' 4 4 3.5.- 12 12 12 12 12 12 12.12 12 12 12-.12 12 12 12 12 10 8.5 y_p' 22 10 10. 9..6.5 4 6- 6- "6- 5 4.5 4 12 10 14 9 S'.3 8 6 6 5 -4 3.5 72 iD 10 7 3.5. '6 6-- 6 5 a 3.5.& 5 4 4 - - 12 12 12 92 12 12 12 12 12 12 12 10. 12 12.12:0:5$;5 7.5 8'.-0" 12 10. 107.5.4.5 3 .6 6 6 5 4 3'.5.1210 10.6 J.S. - 6 '6.' S .5 3.5 3 i2. T0 :104 - 6: `8 5 53.5 3. 6 5 4 - - - 12.12 1212 12 72 12.12..12'12 i1 9.512 12 1.59 7.56:5 12 10 10. 5�3S '6 6. b.514.5 .5 3 12 10 -9. 4 - 6 6, 4.5 4 3 3 12'10 4 3. - - 6 6.4.5 4 3 3 '6 5 3.5- - 12.,12 12.12.12 id: 12.12 12 1`: 9.5r 8.5 12: 12 20 8. 6,5'5.5 10'-0" 12.10 7:5 4 - - 6 6. .5 4. 3 - 12 10 6 3 - 6` 6 '4 3.5 1,3'. -. 12 110 8 - - - 66. 4 3.5 3' 6 5 - - - - 12 12 112 12"1.5 9:5 12.12: 12 104 8:5 7.5 12 12 9 7 .6 5 12-I0`.5:5-- 8.. 6 4.5 - - 12,10 4.5- _ - lit 5.5.3.5- - 12 t0 - - 6 5.5, 4 - 6 fr - - - 12 i3 12t2'.1d 8.5 t2 12. 12 9.5 8 .7 72 12 '8 6.55.54.5 12'=0' 12'10 4.5:- 6 6 4 - - 12 10 3:5 - - 6. '5 3:5 - - 12 10' ,: _ •6- +^; 7:5'-�'- _ - _- '^b 4-5 - - - - iZ f 2: 52 0. 8S,7:5 12 42. 10 8 6.5 55 12 0. 7 5.5 4,5 4 6 5.5 - 12 7 - 12, 7 - "^. - - .54:5 - - 6.' 3 - - - - 12 12 12 9.5'8 612 t2 9.57.5 8 4.512 956:5 5 4 3 22 - - 6' - - - 12 - - - :S - - - - 12 - - - - '5 - - - - - 6 - - - - - 22 72 it 9 7.5 5 72 12 8S 7. 8 4 12 9 6 'S 4 - 12 - (1) HV BLADE OR 1, HV _BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •.SEE 11 AnONS CF USE FOR 6LADE�IRiSFiF1T 1 . f ,NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD'S SOFFIT SHALL BE AS FOLLO'W'S: ..3-SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -. -SOVTHERN PINE No.2 W/.0=OSS(N.DS) -'1/4'0 TAFCON ANCHORS,AS MANUFACTURED 6Y LLW.BUILDEX W/MINIMUM EMBEDMENT AS.INDICATED AT -DOUGLAS FIR W/0.0.50(NASD EACH SECTION ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W/6=0:43(N.D.&) EXCEPTION.SEE LIME 2 6Et.OW, -SPRUCE PINE FIR SOUTH W/0=0.36(N.O.S.) -MIN,1/2'CDX PLYWOOD(1986 APA), 2.ANCHORS TO PER N 2015 SHAU A A5 PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST-:OF CAO SCREWS AS PER NOS ZOi5 SPiiF1CATWNS. SS NUFED FOLLOWING ALL OF THE RECOMdEN0a110N5 AND SPECIFICATIONS 4F THE µCN R ANRR rurrn��•"••ems FLORIDA BUILDING CGDE-{Non..High Velocity Hurricane tone 42017 TILTECO,INC. - 02017 EASTERN METAL SUPPLY, INC. Eft",, _ BERTHA NVTM: 1 v. 9 - - -�---� A■ .�`i■A■ Accordion Shutter System * KY 9-ADE#1 W/OR W/O N.V. NDOW BIALE f TICCIT TESTING & ENGINEERING COMPANY American Shutter Sys#ems pr,th OESCRIPTION DATE DRAWN,BY: LO ^ •S, / r - Association, fnC: 1 OLO 15-085 7127/1. DAZE: 07127/17 . G� * -53ss aw.as6.SL,s*e.aa5,uRGuca GAaDErs,FLaROA 331 _ 4268 Westroods Drive 2 • ,AIS Phone:(305)671-1530.Fo::(305)871-1531 DRAWING No - -m E -0008719 ccm West Palm' Bench, FL 33407 s aNAL�� WALTER A TILUTC3 P-E. 17-107 T�' FLORIDA Uo-1 44167 5 SHEET P.E. SE4C/"3iEt9A7URE/DATE 6. 15 OF 20 INSTALLATION DETAILS, ON EXISTING WOOD 'BUILDINGS FOR . HV & g HV* BLADES AS APPLICABLE. X. SFU + OR L-- EOR INSTALLATIONS i WOOD WITH H-V BLADE(J) SHALL WALL FINISH BE LIMITED 05.Q sA.S.D. DESIGN SU RATING, E. SHEEI 1.9 FOR MAX SPAN & T;11 TAPCON DR T UR RATING_.a STA TIO _.W_ B E WO G. IN UNISON TAPCON WITH ADVANCEA - - - - THREADFORM TECHNOLOGY i� 1f4"0 TMCON UR 1 W/I 1/2'Min. PENETRATION tf-TAPCON WITi.ADvaNCED 7HREADFDRM fECHNOI OGY` F- -�— OF T14R AREA TO Wl f t(2 Fn PINETRAT Ota OF THREMFD AREA TO EXt57iNG WL gy m _ EX15iiNG WOOD HEADER. I a. I WOOD II/IER.(SEE SCHEDULE ON SHEET 15) I t 1 OR ((� j (SEE SCHEDULE ON SHEET 15) �.,, f�i I( 7f4'0-20x314"S.S.MACHINE �- TO ON SHEET i- - \ 1 I ) scREWS W/1/4'-20 NUTS 11 FOR BLADE Q)A''D, .v jJ I 1 OR% .it �� I �I ! �� a 12'D.C. F ON sr�r 19 FOR { EXISTING I FJ[fDFS Q dt is GLASS--4 �t ai II WALL ^(f � 1 FINISH OR I Sv t,�OPTIONAL I WALL Pa t _ FINIS1t STING MIN: i i I \ r OR;14t WOODi - MSTINC MIN. $ .HEADER"REQUIRED IO~ 9 2"x4'WOOD T t 7 j1 ( i ,'P TAPCON OR TAPCON WITH ADVANCED. 9 ¢ HEADER REQUIRED ( { i 7HRFAOFORM TECHNOLOGY W/i 1/2' EsnsnNc ► Mw EPNtAna+, j I q t I 1,} qy t I I I Min.PENETRATION OF THREADED AREA TO GLI15.5•-+{ TO GLASS(SFE SHEETSCHEDULE ON7'� MIN.-SEPARATION TO GtA55 ( ({. 'i0-( f 1�'1 t t -I EXISTING WOOD HEADER. 1i•-.-tt BLADE ASD EXISTNG (SEE SCHEDULE ON SHEET 1.1) (_' (.j i( � }{ (SEE SCHEDULE ON.SHEET 75) B:lAtFS' FOR I GLASS-^ -!- t. 21x4'CONT.SILL 1 I TI `..r PLATE-RECD. IV N HV WALL HEADER INSTALLATION (�)HV WALL SILL INSTALLATION HV WALL HEADgR INSTALLATION 'T D 1 1 ( I' I �!- MIN.SEPARATION TO GLASS T- E�(ISTING _ DIN:SEPAR0.1i0N TO GLASS ,). I_ (SEE SCHEDULE ON SHEET I I) GLASS— pang (5EE SCHEDULE ON SHEET ST} EXISTING ttt z_ D MRL SEPARATION 10 GLASS t 1 ) CLA55-+� GIASS--T WOOD PLATE CO".(SEE SCHEDULE ON SHEET 11) _ D 1/4'0-20x3/4'ss a. S.S. j MACHINE SCREWS 1 i q. �! MACHINE SCREWS W/ ( I..(i USING 1/4'-20 NUTS. i I 1 `-20 NUTS 4 ' 12 0 12"D.C.1/4 WALL O.C. " FINISH OR@OR 6 i r<t 2'z4'CONT WOOD PLATE i 1 REWD. Mm. ( � s _ }(4"0 TAPCON OR TAPCON WITH ADVANCED j t 1 OR TFiREADFORM TECHNOLOGY W( 1 1/2' 1 ! t r �Y i��`1 }� 1 �' ff !!!1 tl 2"x4 CONT. tp d1 Mn.PENETRATION OF THREADED PLEA TO 1/ 0 7APCON OR TAPCON WITH ADVANCED !1 t l t I Lt( f i SILL PLATE qI i EXISTING WOOD HEADER. f t 4 4" / 1 .t �t I I T/4'o TAPCON OR tfQjE' REO`O . i+ S THREADFORM TECHNOLOGY W/7 2' --1 TAPCON WITH ADVANCED 1-SEE SHEET 4.FDR TYPICAL t t 4 (EE.SCHEDULE.ON SHEET 15) M(n.'PENETRATI014 OF THREADED AREA INTO PLW/DOD \ : i I y.{ �: t WAti.F7H1SN 1/2'MIN,COXA THREN7FORM TECHNOLOGY SHUTTER ASSEMBLY. .... {SEE.SCHEDULE ON SHEET TS} EYJ57)NG MW 2 4 W/ 1/2 W-PENETRATION OF 2-MOUNTING SECTIONS CAN BE �! +i STUDS a 16, OC ILAX. , PLYWOOD.RECD. THREADED AREA.INTO PLYWOOD COMBINED-IN ANY WAY TO 1/2"MIN.COX PLYWOOD REO'D. REO'O.PLYWOOD TO BE WAIL FIN {SEE.SCtfED3RE ON SHEET 15) SUIT ANY INSTALLATION1 HIT WALL SILL INSTALLATION EXISTING MIN.2'x4"STUDS 0:16`D.C.MAX:RECO. ATTACHED TO STUDS IN - PLYWOOD TO BE ATTACKED TO STUDS IN ACCORDANCE ACCORDANCE WITH � WITH SECTION 2308 OF THE F.B.C. '{ SECTICH.230$OF THE �.:/.HV WALL SIILL.INSTALLATION' ♦SEE UM O Ns DF SC OF /"L HV WALL S•IUy lN1�AL E A y ION r.B.C. BLADE 1A ON SHEET 19, FLORIDA.BUILDING.CODE(NOn li h Velocity Hurricane Zone w'+` 1lfl�Aiiy ... A` 0261711LTEC0.INC. M� 02017 EASTERN METAL SUPPLY..INC. W 4i BERTHA VIM. S� Accordion Shutter System TIV Eco �. AA I.v. MAX#t w/OR w/o H.v wtwoLr BAnE 71LLIi TESTING k ENGINEERING COMPANY American Shutter Systems, V.N DCSCRIP71oM Date DRAWN BY. LC: . •�' ' A§SOCiOtIO(1, Inc. 1- OLD 15-085 7/2710- RATE: '07/27/17 6355 N.W.36tH sL Sb.345.NR4m cwmms.nzRoA 331 Pw.:,(305)871-1550.Fax:(505)871-1531 4268_Westroade Drive. 2- DRAWING No emit aneco0lao com West Polm Beach,'FL 33467 3 17-107 L }o "�•`� LtL' WALTER A LUt JJ,P.E. 4 1 7`�417 P.E7- H LE FLORIDA Ua!44167 5 SHEET F/DAT _ s 6 OF 20 INSTALLATION DETAILS flip EXISTING WOOD 813ILDIN':GS FOR i NV & - HV♦ BLA-DES (,AS APPLICABLE S ,SPAN L+ OR L- FOR INSTALLATIONS—,, INTO. V BUME i ONLY SAL LI TED T 105.0 sf. kS.D. DESIGN PRESSUREATI G SE SHEET 9 . O ; MAX WALL FINISH SPAN. & DESIGN LO INSTALLATION WI H SLADE,C11)!& WORKING IN UN159N. YAP•IT TRH OR - 4w(K50 EXIMNc ., E —2'MIN..- EDGE{7F APeuG4eLE? WOOD SEMI REQUIRED, / THRFAD`ED TECHNOLOGY STRUCTURAL ADEQUACY Ytl t i/2 Min.PENETRATION if4`0-2OR3/4`S.S. OF DWNG'WOOD SEAM 1 J - r• OF THREADED AREA TO i• PHILLIPS TRUSS HEAD !I I EXISTING WOOD HEADER. MACHINE SCREW'S TO CERTIFIED D`f r i - _, EXISTING WDaO r I ..ti(SEE SCHEDULE ON SHEET 15 -lttn. REGISTERED'ENgNEER OR x/ E� EQ t -_ _. TRUSSES OR ) 1Y/ 1/4'-20 NUTS ARCHITECT PRIOR TO '('"'— EQ a 12'D.C. SHUTTER INSTALLATION. �+: .. i i f z' t j2` RAFTER o 24" 4 FV ( 1/4"0 TAPCON OR „rr f i ,.--..-., f REQUIRED 1 OR 1 TAPCON WITH,ADVANCED ',!j/.' 1 __ / —.... ...- .257" THREADFORM TECHNOLOGY / f: )�-s=-.,c= --- 3f�kax.OT Max. Wf 1 T/2"Min:PENETRATION / J i4x EQ. EQ,i 1'x4�x7/8`CONT.ALUM.ruer l.OpxiflN?L.. OF'l1IREADEO ARTA TO ! EQ EQ,ry� 3l4' . 4 f ( EXISTRiG WOOD HEADER: /` 1 S M.S. {8U6/3-T5 LAG S RE (SEE SCHEDULE ON SHEET 15) '• S 0'C'k 1 1 -OI' 13 'Or 1.rJ (EACH 7RAFTER OR TRUSS.S70 or 13cr15 ! AT MMIIDWIDT O!"CAS�RNG WOOD i EXISTING MIN 2'x4," 1 I I _ .MEMBER (2 Min.NOMINAL EX4G�5-w^1k HEADER REOD ( C1PEN HOLE AT EACH WIDTH)Wf 2 Mm- (--. 'LAN.SEPARATION TO GLASS EXISTING 1 - STUD TO ACCEPT I PENETRATION OF THREADED ( (SEE SCHEDULE ON SHEETS 11) 5/76"0 LAG.SCREW AREA-VALID FOR GLASS "( 5 AT CENTER OF TUBE. INSTALLATIONS WITH 72pO 9'-0SPAN.THIS-ANG. t i'7-tJtt Si1AI t:� t 'n 10STA MAX.SPAN.THIS Hip[ER 4NST tN�tTf(1N DE«,s�T GL,ss— C(�� I MSTAWOOD N 1S ONLY VALID tr FM OtAn[mAw • FOR WOOF W/GIN. DOUGLAS I ONS 1IT iv FOR 1�OR (( 'I it rM BPLE GjAD GRAVITY OF 0:50 AS ODU o.I bi SNLE7 ia'FlAr -. t SEE GHEEI 4.FOR TYPICAL GHOTTER ASSEMBLY 8d17ES(Dh 4� t 1 SAM(D* 1 AOR • FiR OR OR.EQUAL.SOUTHERN PINE Na.1, 2-MOUNTING SECTIONS CAN 8E COM89£0 )HV 'CEiLINGINSTALLATION N AMr WAY TO SUN ANY INSrA.LAnON. 4U V C IL G NS LA. _ r 8U a�EPs AIRT 1 OR i I MIN, jF j ( ON shm MIN.SEPARATION TO GLASS EXISTING tSCHMU� �y x SEPARATIONj ( GLASSSap . E '(SEE SCHEDULE ON SHEET TA) I -� Set SLEET 19 i `� -•� TO GLASS 1 EXLSDNG N RrbLSO&-(9M0,, a ((DNSHEET st) 1 E jm([ c1Ass._j 1 ALTER G WAu I ocnTDON i i L_ ExISTINc 8 ( 1 E (si 7 i{ i f4• f 318}}u81. .WAS. 4`HEX GLASS- { I 2"i6'MIN.1Y Mac. 6 �. 7 .. 3/em., —WASNERHEAD TEK It 1 OR 2'x6'MN.WO#)4 t .. o. NO N SCREWS a 72" a 'I {EC FINISH DECK REQUIRED(N0 _ J;:.._....-..� ALLOWED) FMLSH ALLOWED} ,-EDGE �.- '.';. - ( 1, /--E ,OF _.. .....- ,EDGE OF DECK 19 EDGE OF DECK —� DECKAPPLICABLE ~' _ IF APPLICABLE I •�,- { 1F APPLICABLE 0';'". - P tf4'c-20x3f4"SLS. 1t 1� 1- ti l 4 i I A f TAPCON OIt Min. t P111-2 TRUSS HEAD -`2 Mme` _�`^ �»--- =-•--------�f 71„2"x4"CONT. , TAPCON WITH ADVANCED MACHNE SCREWS. 1/4.m 1APCQN:OR TAP,CON WITH ADVANCED THRFADFOttM TECHNOLOGY W/tf4`-20 NIRS /// THREADFORM TECHNOLOGY W/i Tf2"'Min: 2'MIN."""'- _'(Sltl PIATE' W I 1 2`Min.PENETRATION 1/4'0 TA.PCON OR,TAPCON.WITH ADVANCED THREADFORM:J _.-2"MIN. PENETPAT10N OF THR,5,FD it REQD t I f d i2'O.0 TECHHQt.OGY Wf i tf2 Mn.P-£NETRATION 4F THREADED .p' . r r F OF THREADED'AREA TO AR[A To fX15TNG.WGOD HEADER,{SEE 0ASRNG WOOD HEADER: AREA T0.EXISTING WOOD HEADER::(SEE SCHEb11LE ON SHEE!15) SCHEDULE.ON:SHEET f5} �-'� (SEE scHmuLE ON SHEET is) •�v� OF I se Frnt �, X MY WALK-QVER. INSTF ALLATION O HVi}I.AL�., SILL IN$ ALLi t►T� e al �ja �^J HY FLOQ(3_iNSTALLATION FLORIDA @UI101N6.,GQ[lE::(Non. Hs9n Velocity Hurricane Zone :. 4 i4 - 4'/',K ... D2077-TiLTECO,INC. - - 02617 EASTERN METAL SUPPLY. INC. t� ..� a � f-Ti Li E:C.t3 N . ;A,,■S■S■A; Acct�rd on Shutter ystern Hv MADE X11 w/OR,W/O:KV;w�.lsp w MADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DIMRIPnoN DATE DRAW 19r." LC. p dF' • Assocfatidn, Inc. t QLD 15-085 7f2�f1 -7 _5/2�,7� '• AM NW 30.SR$te 305,V WA WAM4%nZWA 331 Phan:'(SGs}071-is3o:Fax:(sos}mt=lSat. 4268 We'stroads.,Drive Y/AUER 2- a rt1 o road:N1acu90 Isom. West Palm 8e ch. FC DRAW 33407 s DRAWING No ?NAL E��'. t �+' A lICUr Jr.P.E:. 4. '••. �••,• FLORIDA Uk g 4+107 5 - SHEET P E SEAT JSIGNQJRE/DATE . . s 17 .OF 20. END INSTALLATIONS HV BLADE OR h WINDOW BLADE INTO 2"L(41' MIN WOOD SJUDS 'z'44•MIN..WOOD SVGS RMD- 21.41 4M.-WOOD Z.4-ut 'L'S. at„ l e -r",.`!/'-t i /^ SNOS ROM wow STUG4,.._ I t/dY TMO6 � � `!1 .F/ n'.s'WN. (A9 AF MCAB E) e \ / know 0 6.O.C, r It ' + i W=SIM& 1 ! ' 4 t W/i rj3..w•a, j/ USx+cARli7 PEREfRA110R.+Ntp' - , ) TO 11 oatT CDX f PL t00 cIF t" 7 \ / ""s" .F%17AN9 GU55 h PLM'+00D K Na=DS EMT, no MSDNG CLASS astm CLASS . C E,G \S'.N �... L..... Q\ TO tVA MIA �( —Vz•PAMrxma 10"I's m stir ro a/.s{s +tr tnN.a¢[ M wM(SM IfOR RXG ttA9 " - .asttTiem SGeaaLCE ais6Er PLTtmw. ttz• , ioiwa iEm a 9FET 19.FOR - ($067-T6)fAtrt. i$7©1 t/2'IBN.COx It iLR BIKE Q)NO amm QId[ AWW GtC4N PLYAOM. i1M6mb.�}/ WiiL I Gti%0719 RH. 'ON 9fEl'19 a z`Mw PU E.(LxO t/2' FMIK ttAocS@t .. CD. AT aRtER 514E A9N. I 1111. _.� .__1 ors? use 1•Gn x'wrc i ro -p?8 C:'S.kS.. r t --.-,%' - {At-Agyr..p,+ana iVyln.,9• — tosaty SMS, auu.eiM an A+af '/ 4 .•�o (003-toto+INILM S 9MSM 4 to+Ir.fi•ears ro. ` CONNESEE DETAIL X CTION SM 7 OR - mea coe rr.Vl [ ONS SEE OCTAl'x FOR ORSCE CON 4'i� t 'Ta iaACKS' SONNECOON Ex FOR i SIDE CotmCna l W AC?O r 5qE _ TO:IPN.TSS- ;� a ® �•hJ M-0'a+E�i4.67O.6- nOe $ v Vie)Q « it t«�L.p d3- St, a •€i� � Q•6«�x«53 I CONNECTION DETAIL,9 CONNECTIO AIL I D CONNECTION DETAIL{ END CONNECTION DETAIL Q END d Enp 01W PSL- V oos»aG a.tai�atm a¢T t'GR SPANS GBEATE£Ii mAv/2'-O` :CLASS fAT) TA. - T SRw R "+tic CON A'�C11Cti^a t/.y^•t4'+CON MCtiORS ttGitJz•SttS �. —•j•.� . v o.C: MMO GLA9S� FrnrnunpN o 17•D.C. PENEIRAT00 o i2"0 C. "0C. TO � 4 ♦ SEE LIMITATIONS Of USE FOR susrtt �. /, 1/2'Miv. ,.tY ON stw. 4 BLADE.7A ON SHEET 79 e ...: r { sgTOmu°Ea. (.�.T f: `.. 5 i Mme ., tON SHEET 19 RR Q).of,CR t@CR Il!DE$QI _ T �T. {: .-�.." ....5 ..- _—__ tom_—' _•5 (g0R@0R(g+OR(: 4 VpR £-0 L Q n i 6• _ �xuu z:d ive.W666 WRC_ � ©,� ,�� sTws aEo•G: F91tiN �«��3`•.'Fz1 L• .PLAN ,DETAIL END CO NECTION DETAIL (f) SND C(1NNEQ7J0 DETAIL 1;2 }►��""""'� fLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . / 92077 TILIEGO,INC;.'.... C5 wv.EASTERN METAL SUPPLY.MR �� i�,`r• t {� �, BERTHA VTM ANSA "1 . 8 NAccordion Shutter System ■ ■ ■ ■ KV, 6IADE#i W/ORV/Q N.V.W1MOW MAX American Shutter Systems TICCIT TESTING & ENGINEERING.COMPANY Y Lro.N NeseRtanoN o�TE oaawN sn LC. TM?¢ Associofion. Inc. + ao is-aBs 7/r�t DATE:' o�/z7(t� 4355 N.W.7B( 5t. t 305.NRCWIA CKtG�JtS.TLCagA 3776 F Gne:Qi05)-m 7570.Fox.i7as}ei+-7s7? 4268 Westroads I6rave 2 - DRAWING-No S 43G ,' a mw Wlecuf}Pacnm West Polm F3eoch, FL 334Ox 3 j�NAL ti�F'1 EB-0006779 17-107 WALTER A.TIWT Jr.P.E. P.E. SE1�l"/SIGNATURE/PME FLORIDA'U../as+sT s SHEET s is OF 20' .G1 NERAL LIMTTATIFUSE FOR.BERTHA(, VALAQV ACOORDIM SIM,P21M WORKING IN . 5 T.MAX.ASID.DESIGN"PRESSURE RATING;+110,- 110 P.V.f. 2 MAX.SHUTTER`SPAN::96° 3.ALLOWED MOUNTINGS:A,0;G&H ON SHEETS 6;71 AS WELL AS LMNDNOS M,0.:T.U&W ON SHEETS 16&17. CENTERMATES 2Q. {BOTH W/ 4'.OR.2 :ARE'MEOWED WITH,�t IN.A$YUNET OR OPPNG LAUT 1N CASE OF OPPOSING (@) � 1v �'ygUT, 5 MUST BE INCLUDED ONLY AT E:aMOR ACCESS SIDE OF TYP.EA END •. • • r • • r • .,y r r y 5.'(A)Ery WINWw BLADE ii SFV1L ONLY ALLOW A MMMUM-OF 5 OPENINGS. (3"P HOLES)IWAD EAT SPACINGS SHOWN ON SHEET 4. AMAX.5 YRNO077S y • .y • • , , (B)M1 Ct£ARANCE TOP OR BOTTOM EGOE OF W WINDOW MAOE(D ALLOWED AT HV OF ANY 3'0 HOLE FOSHA4 BE 72`. f. •. WINDOW BLADE 9 - (C)RBST OR LfyS,T BLADE COMING-OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 • •�' • 1 's� rp (D)HV WINDOW B1ADE':®MUST BE USED ALTERNATE:TO A SOLID W SLADE( 7HROUCHOUT'SHUIIER'S WIDTH. } TES SNANl ALWAYS BE'INSTA[LED ADJACENT TD-A SOLID.W o �.. • • • • "¢ » ' A ry 4 BTACE T AT EITHER SIDE OF THEM. SR TABS..FAOE. SEE END _ _(F)POLYCJRBONATE HV�NGO..W N BE INSf CONNECTION ,SHEEYS. y� y ,__ -+ — - _ 'f y ONLY STALLED AND LOCKEND USIN A FN.SETTING T001 P bVIDE)BY A55A, ,� r s + INC. 10&'18 TYp. - � FULL HEIGHT.—' NSn '6.SEE ANCHOR SPACING SCHEDULE FOR'.INSTALLA71ONS INTO WOOD FRAME 1 1 BUILNNGS ON SHEET 15,AS LIMITED.BY SPAN AND DESIGN LOAD(SEE.NOTES P P 1114 1 &2 AEOVE). �« 7_SEE ANCHOR SPACING SCREDULE FOR INSTALLATIONS INTO POURED iv. JU I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY Lli SPAN AND DESIGN LOAD(SEE NOTES t&.2 ABOVE).. }-"f .. B.MIMMUM SEPARATION TO GLASS SCHEDULE PER ASTM.E-1996: SEETPLAN O&8 RFOOM UIREMENTS) .CW _ �� 5 WtNO 20NE NDIIMUM SEPARATION TO CLASS •-----UNUMRED Y ._ -- -- t THRU 3 Y MN:SEPAOAIION TO MASS E%LSDNG cuss 4EV TION ,EE SCHF-0IAE,.�oN SHEET 11 FC(t RUdf(1). 4 8.25' �. _ AI ON THIS$tifFT FOR 13ADES Q&QA� ... --_--_ _—_.__�__—_ �—_--_.�— ___ �.�---___�___ __—_—__ — __ 0 P. QTYP• SYMM RICAL CENTERMATES 21 Q E- - ____ _y / I W/2 OR AND" �...,� i ) W/a {s NarE 4 ABOVE) P4.MN� jl(pICAL C1)`HV L3L.ADE WORKING IN UNISON VVITFi HV WINDOW BLADE !A, SHUTTER* ----'r fflFf�yrAy1'y.3�.::y FLORIDA BUILDING,CODE(Non High Velocity Hurricane Zone Al. - - @2017 EASTERN METAL SUPPLY,.INC. ••' +„ 02017 TILTECO.INO. .•f� BERTHA HVTF, 1----_ An A //�� Accordion Shutter System ZTLE C V,CN.C. ■ . . ■ M H.V.BLADE#1.W/ON Wf0 H.V.1NtJD(KAt BLADE American ShUHer S stems YAZV!11�CIZ TILLIT TESTING & ENGINEERING COMPANY Inc. EY:N ODCRI- DATE pRuvN i1i Lc. •46. 61ss N.M.35ft Sk,St Jos.4tRaT9A GARCttIS,.FLC�fu 33: Assaalation. c , ot0 ,s-Oas 7/zr/1 DATE. 07/27/17 tt Phoire:(3OS)67t 1830...Fox:(305)671-1531 4268 WestrOOdS Driye .. 2. DRAWING No y A ` AHI a moi:67t«oOool com, .W2SC'P01T11'BeOCh, FL 33407 3 17-107•7 ,L�y SVJ 6tAt �'l l�' ES-0006719 4 !— 07 r? WAITER A.TWT Jr.P.E. ••:«.r.r" FLORIDA.Lk.g 44167 5 .. SME1=T P.E. SEAL/s1GNATURE/DATE_, 6 19 OF b 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 MAXIMUM ASD QESf N P ESSURE RnT1NG to s f�AND CORRESPONDING MAXIMUM AOR S�AG(NG tin 1 MHEDULE FOR A MEN MAX `a11�TIEfi�PE�N. dFC(�]VE A.$D,D�1CN PRESSURE RATING A CORRFSPONDING MOUNTING TYPE, .. (SEE MOUNTINGS ON SHEETS 16.do 17).' l___) E'er 4-=:z'T fes.AT SOUT/HE}�RN P No. SPRUCE PINE ! S, UCE PINE SOUTHERN PINE No.s2 1'P/ MIN. G=0.55,. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2pdCW/MIN.G-,0.55, �5, fiR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD UNPA.1510 W/ MIN. G=0.43 W MIN, G=0.36 SPAN(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N• 0& R FLOOR MOUNTINGS, M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WAC( MOUNTINGS B.O.WALL 1doUNI7NG5 BA:WALL MOUNTINGS 6:0. WALL MouNnNcS W &X W& X W &X P & Q S&V S&V S&V 1mxlQax t�E MO6 p� Otttt rcc�i FaivsE aaxc t1� as7+xi+5a Fi�v�Lalli ge) LESR xwhc= Tinc Gd} .ttv31�ura`Tamei L�^r6rta) fEs1a 1q�uT wavxl Rmc t� Rl9ftNCb'�ER1S4%FAHO(�} usx Ncrac ram Fm+c1Pry Oso1 ac1nA FRSvx FASEc{� ra 1E9'R TSARE fH�f771G(F!J 30 40:.60 75 90: CLS 30 ad 60 75. 90' OS 30 90 60 75.90 OS 30 40 60 7S. 90OS 30 4q, 60 75 90 -OS 30 40' 60 J5 90 05 30 40160175. 90. OS 30 4D. 80 7S 90 O5 30 90' 60 75 90 OS 30 40-.60 75 90 05 Y.-0`08' 12 1010 9 8 -$: 6:5 6 6' 6 6.1210 11019 8 8 6 6 6 6 6 6'12.TO 10 9 8 8 ;6 6 616 6' :6 6 5 414 4'3 12, (21212 12 12 12 12 12 72 72 1212 1217. 12 12 12 4•_0•'12 10 10 9 8 8 6 6 6 6 8. '6 12'10 10 9 8 8 '6 6 .6 6 '6 6 12 10 10 9 - 8 8 .6' 6 616 -6 6 6 5 4 4. 4 3-12 12 12 12 12 12 12112 12 12 12112 12 12 12 12 12 12 12 10.i 10 9 8 8 8 6 6 6 6 SS 12110 10 9 8 8 6 6 6 6 6 S 12 10 10 9 8 -7 -6. 6 6 b 5 5. 6 5 414 4 -3 12 12 12. 12 12 12 12,112.12 12 12112 12 12 12 12 12 0.5 12 10 10 9 8 6.5.:6 6, 6 6 5.5 4_5 12 40 10 9- 8 5 6 6 8 .5 5 4.5. 12 TO 10 9 6 3.5' 6 6 6 6 5 4.5 6 5' 4 4 3.5.- 12 12 12 12 12 12 12.12 12 12 12-.12 12 12 12 12 10 8.5 y_p' 22 10 10. 9..6.5 4 6- 6- "6- 5 4.5 4 12 10 14 9 S'.3 8 6 6 5 -4 3.5 72 iD 10 7 3.5. '6 6-- 6 5 a 3.5.& 5 4 4 - - 12 12 12 92 12 12 12 12 12 12 12 10. 12 12.12:0:5$;5 7.5 8'.-0" 12 10. 107.5.4.5 3 .6 6 6 5 4 3'.5.1210 10.6 J.S. - 6 '6.' S .5 3.5 3 i2. T0 :104 - 6: `8 5 53.5 3. 6 5 4 - - - 12.12 1212 12 72 12.12..12'12 i1 9.512 12 1.59 7.56:5 12 10 10. 5�3S '6 6. b.514.5 .5 3 12 10 -9. 4 - 6 6, 4.5 4 3 3 12'10 4 3. - - 6 6.4.5 4 3 3 '6 5 3.5- - 12.,12 12.12.12 id: 12.12 12 1`: 9.5r 8.5 12: 12 20 8. 6,5'5.5 10'-0" 12.10 7:5 4 - - 6 6. .5 4. 3 - 12 10 6 3 - 6` 6 '4 3.5 1,3'. -. 12 110 8 - - - 66. 4 3.5 3' 6 5 - - - - 12 12 112 12"1.5 9:5 12.12: 12 104 8:5 7.5 12 12 9 7 .6 5 12-I0`.5:5-- 8.. 6 4.5 - - 12,10 4.5- _ - lit 5.5.3.5- - 12 t0 - - 6 5.5, 4 - 6 fr - - - 12 i3 12t2'.1d 8.5 t2 12. 12 9.5 8 .7 72 12 '8 6.55.54.5 12'=0' 12'10 4.5:- 6 6 4 - - 12 10 3:5 - - 6. '5 3:5 - - 12 10' ,: _ •6- +^; 7:5'-�'- _ - _- '^b 4-5 - - - - iZ f 2: 52 0. 8S,7:5 12 42. 10 8 6.5 55 12 0. 7 5.5 4,5 4 6 5.5 - 12 7 - 12, 7 - "^. - - .54:5 - - 6.' 3 - - - - 12 12 12 9.5'8 612 t2 9.57.5 8 4.512 956:5 5 4 3 22 - - 6' - - - 12 - - - :S - - - - 12 - - - - '5 - - - - - 6 - - - - - 22 72 it 9 7.5 5 72 12 8S 7. 8 4 12 9 6 'S 4 - 12 - (1) HV BLADE OR 1, HV _BLADE W/ HV WINDOW BLADE WORKING IN UNISON* •.SEE 11 AnONS CF USE FOR 6LADE�IRiSFiF1T 1 . f ,NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1,ANCHORS TO WALL,FLOOR OR SOLID WOOD'S SOFFIT SHALL BE AS FOLLO'W'S: ..3-SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -. -SOVTHERN PINE No.2 W/.0=OSS(N.DS) -'1/4'0 TAFCON ANCHORS,AS MANUFACTURED 6Y LLW.BUILDEX W/MINIMUM EMBEDMENT AS.INDICATED AT -DOUGLAS FIR W/0.0.50(NASD EACH SECTION ON SHEETS 16&17_ -SPRUCE PINE FIR NORTH W/6=0:43(N.D.&) EXCEPTION.SEE LIME 2 6Et.OW, -SPRUCE PINE FIR SOUTH W/0=0.36(N.O.S.) -MIN,1/2'CDX PLYWOOD(1986 APA), 2.ANCHORS TO PER N 2015 SHAU A A5 PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST-:OF CAO SCREWS AS PER NOS ZOi5 SPiiF1CATWNS. SS NUFED FOLLOWING ALL OF THE RECOMdEN0a110N5 AND SPECIFICATIONS 4F THE µCN R ANRR rurrn��•"••ems FLORIDA BUILDING CGDE-{Non..High Velocity Hurricane tone 42017 TILTECO,INC. - 02017 EASTERN METAL SUPPLY, INC. Eft",, _ BERTHA NVTM: 1 v. 9 - - -�---� A■ .�`i■A■ Accordion Shutter System * KY 9-ADE#1 W/OR W/O N.V. NDOW BIALE f TICCIT TESTING & ENGINEERING COMPANY American Shutter Sys#ems pr,th OESCRIPTION DATE DRAWN,BY: LO ^ •S, / r - Association, fnC: 1 OLO 15-085 7127/1. DAZE: 07127/17 . G� * -53ss aw.as6.SL,s*e.aa5,uRGuca GAaDErs,FLaROA 331 _ 4268 Westroods Drive 2 • ,AIS Phone:(305)671-1530.Fo::(305)871-1531 DRAWING No - -m E -0008719 ccm West Palm' Bench, FL 33407 s aNAL�� WALTER A TILUTC3 P-E. 17-107 T�' FLORIDA Uo-1 44167 5 SHEET P.E. SE4C/"3iEt9A7URE/DATE 6. 15 OF 20 x,4/2x DD35 THICK t' INSTALLATIONS W f� HV BLADE & HV CENTER,MATES 2)1 -12.000 =r^ Min..ASTM A-653 GRADE a0 ,n, VARIES v Min.0-60 S Al STEQ 43b INTO METAL STUD WALLS * gaol METAL STUDS-AT::16'i.,. „, ' 4'44 w w 38QNS AND GENERAL GOND! {iLU M N MQ�SLI�EVE /Z a 0 V D A G 0 6063-T5 ALLOY L'cIAT..0 v.'fsi2eL°iRa is Ac"NNa{®63o.c. m 63oc.^. i SYSTEM iNSTA�j. ON"TO MEjAL SUAD WALLS ASTM A-653 OWE 40 Nin.C-60 I P> �PJ.`LIQ.GLA3S SGI'IEDULE. H _.7.000". GALVANIZED FASTENED TO ETU05_ w/(2)16.1/2'TEK SOKWS;ON , EXISTING FINISH 39 ; z 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 1NT[woR.aTEXTERIOR. £RIDR rACE 1. As AacucABl.E i N: 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM .. I' ASTM E-1996 'SEPARATION aJc LEND(H k T' EwsTuyG cTrss MIN.SEPARATION 3. ALLOWED MOUNTING. MS'ON THIS.SHEET TO GLASS 10.GLASS' (SEE SCHEDULE) - 4 _ - 1 f4" — 0X3" QOLT (TTP:) " 4. ONLYfNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" f OR INTERIOIR MUST ACAL T. ! i INCLUAT ERIOR '* WITH ARUSE2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" -1 3/a 6 1'/4k 0035 THICK Nina EXISTING FINISH S $IDE DF - 250-ry t1�373 CONT C.LLV.STEEL TRACY.CWJTNLL;. AS APPLICABLE CENTERMATE. ASTM A-6SJ GRADE 40 Yin.C-60 I _ -L,.•.--I- �..11 G41,V61 FASTENED TO ENDS (2) ! w/(2I46x1/2 TEK scREws ON ,43c 434 ��----- � -R4TERIOR.rtr EXTERIOR FACE , O 6 0 C O 6' 1/4 0-20 THREADS BLADE SLACK DETAIL HVF 1$ ALSO VALID FOR ¢'�C 1I4"jGONSTRIJCTIOAf. CEMERMATE 21 APPLICATION WITH BLADE Q kkn$1C 'x 1 1/2k. NFn:Asha A-fi035'THICKw 0 6" O.C.3CPAE AO COMPONENTS Min.0-60 cav, TEE. WA_jL,,�l,FADER/SIL . INSTALItigTIC�N METAL STUDS AT 16'O.C. M n ESCNSINNO FINISH AS APPLICABLE SCALE. 3/8'= T' .-_.,._...__ •-.�::=:-.�. t(TYP.NDP BOTTOM) T 3/a'x 6 T/4':0.035`THICK Min. ONT GALV.STEEL TRACK CHANNEL, LEXISTING CLASS _ _ - _ - ASTM A-653 GRADE 40 Min..G-60 _ 1i N ! i .' i I. i I. WALVM11Z�E6./�TEEHSCREWS UDSON ' 434 436 43c SYMMETYCAL SYMfFAETRYCiAL { MAN.sEPARA11ON VARIES i I IVIE(7)R#6.1/2' 7)R 6 EXTERIOR FACE i I CENT€RMATES W/ i a _ CENTERMATE w1 :I N To,GLASS, 2' i •..I ' ' ?TNT I r (SEE SCHEDULE) Mor; I , ,EXTERIOR ACCESS SIDE,: ' ;: ERIOR ACC<sSS 4- S'(Tm) IN 3: (6 Min.) {N ¢. , _� 24 --_- __ - - - _ '1 ----------- _---- --�----------- -- ----------- -- -------- - -- -- -- - 1 2)42 -- - Z a: "' ._ �.� LOCATED AT t3?} 2 1 tiv7 I- HV HEADER/SILL..ENDS VIEW Y 1,2 3 t/a (Typ.y-, 1 (6'min.) �4 " t 6 1 2�MAX,SLACK ** SIDE CONNECTION TO TRACK (coot-) _5 1/2'tTYO•)"---- I 7" tj1/8 BLADE, SLACK DETAIL HIVE FVC FLORIDA.BUILDING CODE{Non,High,V locity .HurrieDne Zone 00 02017'plr ll� ,.. ._ 12017 EASTERN METAL:SUPPLY.INC. 1'M /{JG 02017 71LTEC0,'ING. o,.;+ ., .• BERTHA HVTM GIrP�s �' Accordion Shutter System / �. E d iNc. ArS.S.A■ rLv. RAX1 w/qR.w/o Iv. wrNDvve_[/ . i izrm=7 s'r TILLIT TESTING & ENGINEERING COMPANY AmOPICCti, ShI 4ttar Systems Ev.N DEscalerieN DAT[ "I'll sr. LG. 5zss NLtT.36te.51,St, S.-RGI-W ma,c�� ,'u1 ASSOCIO;IIOn, Inc. 1 -OLD 15 085 7 sill DAIS: 07/27/77 none:(305)871-1530,Fox:(305)871-1531. 4268 WestfOOds.Drive 2 DRAWING No ;'A /gyp t� !T�` a moi:tIK«aaaoLcom West'Palm 9eoch, k 33407 3 n WALTER A. T'Jr.P.E. 4 7-1 G7 P.E. SER[ tiE DATE FLORIDA U..d 44167 E SHEET ,.. t s 20,0 0 x,4/2x DD35 THICK t' INSTALLATIONS W f� HV BLADE & HV CENTER,MATES 2)1 -12.000 =r^ Min..ASTM A-653 GRADE a0 ,n, VARIES v Min.0-60 S Al STEQ 43b INTO METAL STUD WALLS * gaol METAL STUDS-AT::16'i.,. „, ' 4'44 w w 38QNS AND GENERAL GOND! {iLU M N MQ�SLI�EVE /Z a 0 V D A G 0 6063-T5 ALLOY L'cIAT..0 v.'fsi2eL°iRa is Ac"NNa{®63o.c. m 63oc.^. i SYSTEM iNSTA�j. ON"TO MEjAL SUAD WALLS ASTM A-653 OWE 40 Nin.C-60 I P> �PJ.`LIQ.GLA3S SGI'IEDULE. H _.7.000". GALVANIZED FASTENED TO ETU05_ w/(2)16.1/2'TEK SOKWS;ON , EXISTING FINISH 39 ; z 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 1NT[woR.aTEXTERIOR. £RIDR rACE 1. As AacucABl.E i N: 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM .. I' ASTM E-1996 'SEPARATION aJc LEND(H k T' EwsTuyG cTrss MIN.SEPARATION 3. ALLOWED MOUNTING. MS'ON THIS.SHEET TO GLASS 10.GLASS' (SEE SCHEDULE) - 4 _ - 1 f4" — 0X3" QOLT (TTP:) " 4. ONLYfNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" f OR INTERIOIR MUST ACAL T. ! i INCLUAT ERIOR '* WITH ARUSE2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" -1 3/a 6 1'/4k 0035 THICK Nina EXISTING FINISH S $IDE DF - 250-ry t1�373 CONT C.LLV.STEEL TRACY.CWJTNLL;. AS APPLICABLE CENTERMATE. ASTM A-6SJ GRADE 40 Yin.C-60 I _ -L,.•.--I- �..11 G41,V61 FASTENED TO ENDS (2) ! w/(2I46x1/2 TEK scREws ON ,43c 434 ��----- � -R4TERIOR.rtr EXTERIOR FACE , O 6 0 C O 6' 1/4 0-20 THREADS BLADE SLACK DETAIL HVF 1$ ALSO VALID FOR ¢'�C 1I4"jGONSTRIJCTIOAf. CEMERMATE 21 APPLICATION WITH BLADE Q kkn$1C 'x 1 1/2k. NFn:Asha A-fi035'THICKw 0 6" O.C.3CPAE AO COMPONENTS Min.0-60 cav, TEE. WA_jL,,�l,FADER/SIL . INSTALItigTIC�N METAL STUDS AT 16'O.C. M n ESCNSINNO FINISH AS APPLICABLE SCALE. 3/8'= T' .-_.,._...__ •-.�::=:-.�. t(TYP.NDP BOTTOM) T 3/a'x 6 T/4':0.035`THICK Min. ONT GALV.STEEL TRACK CHANNEL, LEXISTING CLASS _ _ - _ - ASTM A-653 GRADE 40 Min..G-60 _ 1i N ! i .' i I. i I. WALVM11Z�E6./�TEEHSCREWS UDSON ' 434 436 43c SYMMETYCAL SYMfFAETRYCiAL { MAN.sEPARA11ON VARIES i I IVIE(7)R#6.1/2' 7)R 6 EXTERIOR FACE i I CENT€RMATES W/ i a _ CENTERMATE w1 :I N To,GLASS, 2' i •..I ' ' ?TNT I r (SEE SCHEDULE) Mor; I , ,EXTERIOR ACCESS SIDE,: ' ;: ERIOR ACC<sSS 4- S'(Tm) IN 3: (6 Min.) {N ¢. , _� 24 --_- __ - - - _ '1 ----------- _---- --�----------- -- ----------- -- -------- - -- -- -- - 1 2)42 -- - Z a: "' ._ �.� LOCATED AT t3?} 2 1 tiv7 I- HV HEADER/SILL..ENDS VIEW Y 1,2 3 t/a (Typ.y-, 1 (6'min.) �4 " t 6 1 2�MAX,SLACK ** SIDE CONNECTION TO TRACK (coot-) _5 1/2'tTYO•)"---- I 7" tj1/8 BLADE, SLACK DETAIL HIVE FVC FLORIDA.BUILDING CODE{Non,High,V locity .HurrieDne Zone 00 02017'plr ll� ,.. ._ 12017 EASTERN METAL:SUPPLY.INC. 1'M /{JG 02017 71LTEC0,'ING. o,.;+ ., .• BERTHA HVTM GIrP�s �' Accordion Shutter System / �. E d iNc. ArS.S.A■ rLv. RAX1 w/qR.w/o Iv. wrNDvve_[/ . i izrm=7 s'r TILLIT TESTING & ENGINEERING COMPANY AmOPICCti, ShI 4ttar Systems Ev.N DEscalerieN DAT[ "I'll sr. LG. 5zss NLtT.36te.51,St, S.-RGI-W ma,c�� ,'u1 ASSOCIO;IIOn, Inc. 1 -OLD 15 085 7 sill DAIS: 07/27/77 none:(305)871-1530,Fox:(305)871-1531. 4268 WestfOOds.Drive 2 DRAWING No ;'A /gyp t� !T�` a moi:tIK«aaaoLcom West'Palm 9eoch, k 33407 3 n WALTER A. T'Jr.P.E. 4 7-1 G7 P.E. SER[ tiE DATE FLORIDA U..d 44167 E SHEET ,.. t s 20,0 0 .G1 NERAL LIMTTATIFUSE FOR.BERTHA(, VALAQV ACOORDIM SIM,P21M WORKING IN . 5 T.MAX.ASID.DESIGN"PRESSURE RATING;+110,- 110 P.V.f. 2 MAX.SHUTTER`SPAN::96° 3.ALLOWED MOUNTINGS:A,0;G&H ON SHEETS 6;71 AS WELL AS LMNDNOS M,0.:T.U&W ON SHEETS 16&17. CENTERMATES 2Q. {BOTH W/ 4'.OR.2 :ARE'MEOWED WITH,�t IN.A$YUNET OR OPPNG LAUT 1N CASE OF OPPOSING (@) � 1v �'ygUT, 5 MUST BE INCLUDED ONLY AT E:aMOR ACCESS SIDE OF TYP.EA END •. • • r • • r • .,y r r y 5.'(A)Ery WINWw BLADE ii SFV1L ONLY ALLOW A MMMUM-OF 5 OPENINGS. (3"P HOLES)IWAD EAT SPACINGS SHOWN ON SHEET 4. AMAX.5 YRNO077S y • .y • • , , (B)M1 Ct£ARANCE TOP OR BOTTOM EGOE OF W WINDOW MAOE(D ALLOWED AT HV OF ANY 3'0 HOLE FOSHA4 BE 72`. f. •. WINDOW BLADE 9 - (C)RBST OR LfyS,T BLADE COMING-OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 • •�' • 1 's� rp (D)HV WINDOW B1ADE':®MUST BE USED ALTERNATE:TO A SOLID W SLADE( 7HROUCHOUT'SHUIIER'S WIDTH. } TES SNANl ALWAYS BE'INSTA[LED ADJACENT TD-A SOLID.W o �.. • • • • "¢ » ' A ry 4 BTACE T AT EITHER SIDE OF THEM. SR TABS..FAOE. SEE END _ _(F)POLYCJRBONATE HV�NGO..W N BE INSf CONNECTION ,SHEEYS. y� y ,__ -+ — - _ 'f y ONLY STALLED AND LOCKEND USIN A FN.SETTING T001 P bVIDE)BY A55A, ,� r s + INC. 10&'18 TYp. - � FULL HEIGHT.—' NSn '6.SEE ANCHOR SPACING SCHEDULE FOR'.INSTALLA71ONS INTO WOOD FRAME 1 1 BUILNNGS ON SHEET 15,AS LIMITED.BY SPAN AND DESIGN LOAD(SEE.NOTES P P 1114 1 &2 AEOVE). �« 7_SEE ANCHOR SPACING SCREDULE FOR INSTALLATIONS INTO POURED iv. JU I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY Lli SPAN AND DESIGN LOAD(SEE NOTES t&.2 ABOVE).. }-"f .. B.MIMMUM SEPARATION TO GLASS SCHEDULE PER ASTM.E-1996: SEETPLAN O&8 RFOOM UIREMENTS) .CW _ �� 5 WtNO 20NE NDIIMUM SEPARATION TO CLASS •-----UNUMRED Y ._ -- -- t THRU 3 Y MN:SEPAOAIION TO MASS E%LSDNG cuss 4EV TION ,EE SCHF-0IAE,.�oN SHEET 11 FC(t RUdf(1). 4 8.25' �. _ AI ON THIS$tifFT FOR 13ADES Q&QA� ... --_--_ _—_.__�__—_ �—_--_.�— ___ �.�---___�___ __—_—__ — __ 0 P. QTYP• SYMM RICAL CENTERMATES 21 Q E- - ____ _y / I W/2 OR AND" �...,� i ) W/a {s NarE 4 ABOVE) P4.MN� jl(pICAL C1)`HV L3L.ADE WORKING IN UNISON VVITFi HV WINDOW BLADE !A, SHUTTER* ----'r fflFf�yrAy1'y.3�.::y FLORIDA BUILDING,CODE(Non High Velocity Hurricane Zone Al. - - @2017 EASTERN METAL SUPPLY,.INC. ••' +„ 02017 TILTECO.INO. .•f� BERTHA HVTF, 1----_ An A //�� Accordion Shutter System ZTLE C V,CN.C. ■ . . ■ M H.V.BLADE#1.W/ON Wf0 H.V.1NtJD(KAt BLADE American ShUHer S stems YAZV!11�CIZ TILLIT TESTING & ENGINEERING COMPANY Inc. EY:N ODCRI- DATE pRuvN i1i Lc. •46. 61ss N.M.35ft Sk,St Jos.4tRaT9A GARCttIS,.FLC�fu 33: Assaalation. c , ot0 ,s-Oas 7/zr/1 DATE. 07/27/17 tt Phoire:(3OS)67t 1830...Fox:(305)671-1531 4268 WestrOOdS Driye .. 2. DRAWING No y A ` AHI a moi:67t«oOool com, .W2SC'P01T11'BeOCh, FL 33407 3 17-107•7 ,L�y SVJ 6tAt �'l l�' ES-0006719 4 !— 07 r? WAITER A.TWT Jr.P.E. ••:«.r.r" FLORIDA.Lk.g 44167 5 .. SME1=T P.E. SEAL/s1GNATURE/DATE_, 6 19 OF b 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 4AkiA4111.4 ANCHOR* SFOR a GWEN EtAX SHUTTER SIRM, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A D Doti' hWM MME RATING AND A CORRESPONDING AIOL EKG TYPE FOR CONCRErE OR CONCH BLOCK 11,19ALIATIM 1.ANCHORS TO SUBSTRATE SHALL 9E AS FOLLOWS: (SEE M00NDNtt;E G..A H ON SHEETS GA 7) POURED L'01K51E7E/C0 -TE BIOOK I POURED:CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. Fc-3 ksi) �WAit 5111 f tOUNTiNG QCEIIING MOUNTING. FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WtTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER.(Min:rc=3✓ai) ANCHORS SP(LgNG LEGEND - 1/4-0 x 3f4'ALL POINTS SOUD-$ET ANCHORS,AS'.DISTRIBUTED BY ALL POINTS SCREW,BOLT h SPECIALTY COMPANY.(MIT,.1'c o. 3 Mai) . PAI _p6Gy�t0L4TNE..pRiS1PE RATING N NEG1TvE.PR65URE.9MWC -.NEGR :Ff+E5AWE M74{0 TAPCON aR - }fob BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mi.Fc a 2.Mai) 30 40 80 75 90.120 160 205 30 40 60 75 90 120 160 205 30 4 80 75 90 120 160 205 TAPCON VAIN'ADVANCED - t/4'0'TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY t♦ tz ,0 ..a a s 55 t4 12 to s: 8• a a. E to t2 t0 9 a. -e s s THREAOFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCWTIO1,INC. :3'--Q� 74.:12 1a 9 8 8 8 E 14 I2 10 ,9" 8 8 S 6 14 12 10 9 8 :8 :fi 0. (#tin.Fc 3 kai) ALL POINTS SOLID-SET OR.LESS 14 12 t0 0 -8 8 6' 8 14 12 1¢ 9 8 e.. s S 14'7Z 10 9 6 8. 6 9 BLUE TAP W/.CAP NOTES: 74 t2 70 9 -8 a- s 7 14 12 to- 9- a 8 6 "6 14 12 10 9 .0 8" 6 6 3APPER+ AI)IA14INUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND UPPER+ 14 12 10 8 8 "7 5.5 35 14 12 70" $ 8 8 6 6 14- 12 10 9 8 8 6 5 - ANCHORS IS 1 3/4',.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 70 a .8. 8...6 6- .14 12 10 "0. 9" 8 -6 6 14- 12 10 9 8 's B 5.5 4-ate 14 12- 10 9 a. s :6 4"',4 12 t0 9 e B 6� 4S 14 12 to 9 0. .a 4 3S' A2)MINIMUM EMBEDMENT OF 1/4`P x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE.:POURED CONCRETE..NO EMBEDMENT "14 12 10 9.. 8 B e'4.8 14 12 10 9._r'a. 6 5S 14 t2 70 9 '6 B 6 4.S 1NT0 STUCCO SHAiI.BE PERMD'1EU. 1/4b-20 S.S.MACHINE SCREW USED':SHAI!BE 1 1/,Y LANG'MINIMUM;SHOULD STUCCO ♦SEE UM 00N5 USE F9R 14i2 10 8-75 55 3:9 - 14 +2: t0 9 9 :8 .s 5 14 12 to`9. 6 7 53 4:. EXIST,AND t'MINIMUM FOR.WALLS WITH N0 STUCCO, 14 12 10 9 a 9 6 6 14. 12 "10 9 .a 8 -6 6.5 14 12 10. 9 8� 6 6 :4S BtAPE A ON SH .T+9 5'-O' :,4 .t2 tO 9 6 7 "4: - 14. t2':to 9 a.65 >5"3.5' ,4 ,2 10 .8 6.5 5 3S '3 - A.3)IN CASE THAT PRECAST SFONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE.E70STING WALL OR FLOOR, 14.:12 10: 9 `0. 7:5 4.5. - 14 72 10 9 8'- e 6 4.5 74 12 t9. s 8 e 4-5. .75 ANCHORS SHALL-8E'LONG ENOUGH 10 REACH THE.MAIN STRUCTURE'BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON 1f t2 9.5 7S eS.45'- t4 l2 10 "9 8 7S,5.5 �. 14 72 t0 9' 6" .6 4:5'3S NOTES A1)h A2).ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR WS WITH OR WITHOUT METAL STUDS.CONSULT THIS ENGINEER.FOR _ _14 t2 .ta a a 8 e.: - 14 12 10 9 -tl 8 fi 5 14, 12 10 9 8 6S 5 3S INSTALLATION INTO:EWS WITH METAL STUDS SEE SHEET 2A 6'-0' 74 12 10 9 7.5 5:5 J ^ 14 12 10 &5. 7 5.5 4 .3 14 12 8 ITS 6.5 4 3 t4 12 74 9 B -6 - - t4. 7T t0 9 8 6.5 5 .73 t4 -72 10 85 8 5 4, ..- (B) TO EXISTING'CONCRETE BLOCK:{g5tM C-90). 14' 12 a 6,&5.5 3 e 74. 12 10 9 9 6.5 4:5.3.8 14 a2.'10 0 7" :5 3.5. 3 - 1/4b TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS.MANUFACTURED BY LT.W.SUILDEX. 14 12 70 B 9. 8 - - 14 12 t0 9; 0: 7 5 4- t4 t2'. la 9 :7S 55" 4 3- - 1/4b x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT k SPECIALTY COMPANY. 7-Q' 14. 12 10 .6 6.5"4 -. - 14 12 9 7.5 6 iS 3.5 - 14 120. 7 5S 4.5:3.5'. - - - 1/4'O BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. a4 -72 10:88 7 -4 .-. -. N l2 90 9 75 5.5 "4 t4 12 .9. .7 7S 4S - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&'SPECIALTY 14 tt 7 5.5 4S - 14'12 10 9 7S.SS 4 '14 12..9 7" 6 4,5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN.SHUTTER:SYSTEMS ASSOCMMTION.INC: 4-' 12.1 12 10 ,9 8' 8:5' - 14 12 10 :0 8 8 4- 14 12 10 8 65: 5 3S NOTES _12:"85 7 553 .- - i4 12 8 6S 5.5 :4. 3 2.99S:_6 5_ -Ofi"TAFCOR-9CUETAP�7J t�AP CHORS AND TAPPER+ANCHORS 1S i if4'AND TAPCON 12 9S 75 0 - - 14 t2 9.5. 8 " 5 - - 1412. .IT 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. . 9S 6.5 5 35 - - - 14 -12 10 B eS 5 - t4 12 -B 6.5 a 412 10o" 8 - - 1 t2 "t0 9 7S'45 - 'i4, t2 SS 7 5.5 4 - 8.2)MINIMUM EMBEDMENT OF ifob x 3/4'ALL POINTS$OLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO,THE CONCRETE BLOCK.NO 11.5 7.5. 6 4 - - 14 1t 7 5S 5 35 - -- It 8 5S 4.5 3.5. - - - EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 12 8 85 4,5 - - - 14 12 85: 7 5.5 4 - 14 10.5 7 5.5 8 4.5 - - .EXIST,ANDiMINIMUM FOR WAt18 WRH NO STUCCQ. tl.5 5S 4 - - 14 12- 9 7 645 _ - 14 117. SS 4.5 3S 72 70 $. 75 - - 14.l 1 to A &5. 5 -:.74 t2 8 6' 5 4 - - 8.3)IN CASE THAT.PRECAST STONE,PRECAST CONCRETEPANELS.PAVERS OR ANY VENEER BE FOUND ON�THEFXMRNG WALL OR FLOATFOS 7 5"3,s - - 13 9.5 6.5. S" 4 3 - t0 7.5:5 4 3 - - - ANCHORS SHALL BELONG ENOUGH TO REACH"THE MAIN STRUCTURE.BEHRND SND WALL FINISHES.,ANCHORAGE SHALL BE AS INDICATED;ON It 7S 55 - - t4 t1.5'9 6 5' 4 - - 25 9S 6 5 4. 4-:- - :NOTES B.1)&8.2)ABOVE.FORINSTALLAi1DNS ON VINYL SIDING OR EIFS WRH OR:WfiH0U7 METAL STUDS CONSULT THIS ENGRNEEk$ 3. - - - 14 1. 8 6:5 55 a - - t3 10.85' S 4 3 - FOR INSTALLATION INTO EWS.W TH"METAL STUDS SEE.SHEET 20. " f210 - - - - - ib 12 9 7 6.4.5 - - 14 105 7 55 45 3.8 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER: 9.5 5 - - - - 12 9 8 4S 4 3 - - 9 7 tS 3.5 3 - - -14 t0 7 = - 14 fOS 7 55.45 - - - 73:5 eS 5S.45 .75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS. BS. 7 4.5 - - - - 14 11:5 716:. 6 - - - 12 9 0 4.5 4 - - - - -t4-"22 10 - - - - 14 22 8 a's 5.5. - - - t3 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SC4HEPULE FOR ANCHQRS• 12'-0'11S 83 4.5. - - - ^ 11 B 5.5' 4 3.5 - 8 6 4 3 - 1MAXIMUM ANCHOR SPACINGS ARE VAUO.FOR EDGE OISTMICES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING SS 9S 6 - - .- 't3 95 6.5"9. '4 - 05 9 ..5. 4 -. - BY MULTIPLYING SPACING SHOWN ON:SCHEDULE BY THE TO LO No FACTORS: -9. 0.5, - - - -� '14 10.5 7 5.5 45.. - 11 BS.55.4.S 3S - - - REDUCED.SPACING OSTAINED USING FACTOR SHALL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0't4 12 = _ _ - '74 115 7S 8 :5 _ - f2 `9 6 45 4: - - .FACTOR to.5 6 - - 70 7_5 5 4 3 -:7S 55 4 _3 TAPODN WITH ADVANCED TAPPER + - ED('E TAPCON .ALL POINT SOLID SEI-.BLUE TAP Wf CAP 125 03 - - - 12 9 6 4.5 ':4 - - - 9S- 7 B 4 - - OICTANOE THREADFORM.TECHNOLOGY .. - MIN.SPACING 8 6 - - - tJ a5 - - - - OS 7S 5 4 - _ - -V BLADE OR ED. MON.SPACING-'3' MIN.SPACING.�S' MIN:-SPACING-3 1/2' MIN,SPACING a d' 3 3/4' 4' 14-D� 14 12 _ _ -. t4 TOS 7 S.5 - _ _ i1.8S 55 4S - - _ - POURED CONCRETE POURED CONCRETE d POURED CONCRETE k tp. 7S - ••. 9 7 4.5 3S - - 7 5 35Hv Bi-AQE..W� ['pFOD�IN(2ETE CQSFEIE$fIX M7(AfrD IX77E t> .IE ftOLX 115 H - - - 11 8 5.5:4S - - - 9 6.5 4.5 - - - V .W),� C011MRREE0.8L�,SCK M•31/2'MN..FM-2 I!Y CMX E.11E3@14'COCK CONMCRETE SOCK M.N ED.e3 1J2'6R1.EA..2 f/2' tOl 75 _ _ - - - - - ,2 9 6 - _ = os a s - - - BLAnF WORKING 3' 1.0 2.90 1:0 � aaB 1.0 oBb. 1.0 3S 70' 65 - - - 15. Q. ls4 - - _ - s5 e.6 4 - _ - 6.5 s 3 - - - _ UNISON ♦ 2.1/z' - 0.71 T.Q - - O:B7 r_o ip..- -. .-. _ u 8S-':6 4 - - - !!: - - - - ,- 2' Tk71 as1 1S B:S.�S-. '' - - - - 9..8.514.5 _ - _ ^' 1 3f4• 0,91 0.43. 7.5 5ib - .• �• - - 125 9S" 6 _ -. ,- 6 To- t 1/2' 0:35... - - 0.35 - 95 70 6 5 _ _ _ _ _ 8 6 4 '- CC- T FLORIDA BUILDING CODE(Non High_Velocity Hurri7ne Zone 'Illi`1OI,A. T2. 02017 71LTECO.INC. - 02017 EASTERN METAL SUPPLY, INC. NN Elk", ERTHA�iV,M z 0 7,-L E C O TNG. A■S..S,Aw Accordion Shutter System KV.RAX#i W/OR W/0 H.V.WINDOW "TILLTT TESTING k ENGINEERING COMPANW AtnOrtcon- Shutter:Systems EV.ti DESCRIPTION DATE D wN 94: LC. 6355 N.W.36.St,Sts..305.VWGIMA GAMD 6.FLoRm Sat As$cblctlan,, Inc. / OLD 1$-aBs - 7!27!1 GATE '07/27f 17 Phone:(305)871-1530.Pox:(305),571-7537 4268 Westroods;Drive_ 2 DRAWING No 4-moa:OttC0c4a.Vm West Palm Beach, FL 33407 3' 7-107 VNALTER A.11LUt Jr.P.E. 4 IN FLORIDA Uo./44167 5 ATT9RDATE SHED P.E $ (< 6 3, OF 20 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 i+AYIMUM ANQHOR* SPACINGI ft-.) =EJEOULL FOR A GIVEN MAX. Sf UTMR SPAN.. A_S.Q DESIGN"NECAIM PRESSURE RA NTI G AND A CORR CRETE OR CONCRETE BLOCK INSTAL CATIONS (SEE MOUNUNGS L J,IT&L ON SHEET 7) .. POURED CONCRETE POURED CON BLOCK ANCHORS 5PAGINC- LAND YA>DY9M "1" AUK OVER.& I1 TRENCH I ( RAINGUARD.MOUNTING QK.WALL/FLOOR MOUNTING. QWALL/WAUi OVER MOUNTING TAPCON OR .SPAN ,._._.:_.. . ( pLaee+:i shE 99ESMI1�'.pAlihG 50.DESIGN StrAmt:tiESVOiE MW._ .p{.y(47.9fGiTNE:Ff4S97g RATAiO -. BESR.N XE6MhE P RAtUIG'(P:f TAPCON WITH ADVANCED 30 40 60 75 96 120 160 245 30 40 60 75: 90 120 160 203 3O 40 "60 75- 90 120 160 265 3D.W 6o IS 90 120 150 205 THREADFORM TECHNOLOGY 1 f2 to- 8 8 e. 6 2 12. 12 12 121.1:5 7- 7 -7 7 7 7 7. S.S:.3 5 5 5- 's ALL POINTS SCUD-SET 3'-0' 14.12 t0 '9 8 8 6 6:12 12 12 12. 12 12 9S ] -T 7: 7 7 7 7 7 -7 5 5 15.' S 1 5 15 5' 5 OR LESS U i2 10 8 8 8 6 6 12 112 112 112 IDS'B 1 6 4S 7 7 7 7 7 7 7 45 5 5 15 5 1 9 Is 6 5 BLUE TAP 14.12 t0. 9 1 V 6 6 12 112 112 112 12 10 7.5 6 7 7 7 7 7 7. T i s 5' S 5 1 5 15 5 s TAPPER+ 14 12. 109 8 0 "6 6 12 12. 12 12 13 8.5 83'. 'S 7 7 7 7 7 7 SA 4 9 5 :.,5 S 3 5 5 4 4,-0' t4 72 10 9 8, 8 6 6 12 12 12. 12 12 9S7 SS 7 S 5 5 S' S 9 .S I4 '12 '10. 9 8. 0' 6 6, t2':12 12 9.5 8 6 4.5'J.s 7 7 7 '7 7 7. 05- 5 S'.5-. -6-7- 5. 5 5. 'S 14 12 t0 -9..-8" IT 8 '6'. 12 J2 12 12: 00'73 3S. 4 7 7: 7 '7 7: 7 T 5.S 5: 5 S s 6 ,5 S. :5 14 12. 10 9 e 8 6' :8 12. 12 12 "11 9 :7- -5. 4 7 7 7 7 '7 5.5 .4. 3 5 5 S. 5 5 5'- 5,-a" 14 12 10. 9 8 8 .6 0 12' /2 1Z' 12::10 7S SS. 4 7' 7 7 7' 7 ..7 7- :] S 5 5 5 5 'S 5 5 14. 22 t0 8. 8' 6 8 6 12: 12 95.7.5.6 44 3.5 F" 7 ? 7 7" 7 5 3S 5 5- 5. -5 5' S- t5 4' 14. .12 10 9 .8 '8 6 6 12..:12 12 9S 8 6 4S. 7 7. 7 7 7 7 5S 4" 5 5 "5 5 S ,5 '5 4. '� SEE AN 14 72 to 9, 8 e 6 8 12'72 1,5 9 14 53 4 3 7 7 7 7 7 4'.9 3S - '5 5 5" 5' 5 4.5 33 - SPECIFICATIONS W-0- 14 42 10 9 8 8 6 6 12 12 12 .10 0 6 4S 3.5 7 7 7 7 7 7 7 7 5 5 5 -5 5 5 5 5' ON SHEET 13 /1. 12 10 9 :.8 8 e 8' 12 12 8 6: 5..4 ] 7'.7 J 7 7'5.5: 1 5 5 5 5 S 5 4 3 V4 t2 t0 9'" 0 8 6 6 12 12 10 8 65 5 .75 ^ 7- 7 7 7.-7 6 4.5 -- 5 5 5. 5 5 5 4.5 f4 12 }0 9 8 0 6 -6 12 12' 10 5 6.5' 5 3.5 7 7 7 6S 53 4 - - 3 5 5 5 5 4 3' - 7'-a• 14 12 '10,j9 8 8 6 6 12' 12 t2.83 7 5. 4. -3 '7 7 7.-7 7 7 J 6 'S 5 5. s 5 -5'5 76 /2'. 10 '9 8 8 6 6_12 10 6,5 5. 4:5 3 - - 7 7 7 7 6S S' 3 - 5 5 5 5 5 `5 3.5 14'12' /0' :9 e 8 'G 6 12 12 SS:ii 7 5.9 7 - - 7.. 7 7 i7 7 s - - S 5:. 5" 9 S s 4 `- Q'VALID ONLY FOR UP TO +70. -75 -14- 12: 10`.9 8. 8. 6 ^..12' 12 03" 7 5.5 4 3 7 7 7' ITS 45..]. - -:. 5 's;"-5 5 4:5.3.5 '- PSF A.S.D DESIGN PRESSURE . 14 12 '10 9 :8 8' 6 + 12 12 05 7.5 "6 4S 3b. - 7 7 7 7 7. 7 7 4 s s 5 5 S S 5 .6 RATING .1P FOR SPANS. PER 14..12.10 9.. 8 8 .6 12 -_9- .6_.4S i:- --..;.�.�_J 4- - - -- -s--5- _ 14 12 f0 9 '8 8.' 6 - 12 it 7,6. 6 5 75 c" - 7 7 7 75 6 4.5 - - S .5... 5 S. 5 1.S L } SHEET T-I 74 12 10 9 8 8. - 12 13 1.9 6 .5 JS - - 7 7 6.5 5 4 - - - 5 5 s - g,-D� t4 72 70 9 8 12 12 9S 63 5.5. 4 3 - 7 7 7 7 "7 7 6 3 5, 5 5 5.. 5 5 5 5 14 12 10 9 6 8 -. 0.5:8 -5 4. 3.5. - 7 7 7 6 S 3.5 - - .5: "5" 5 5 5 4 3 T4 12 f0 9 8 8 12 10 6.5. 5 15- - - -7 7 7 65 53 - - 5 $. 5 S 5 < 14' 12 10- 9 8 8 - 12 Oat 7 SS 4.5 3S - - 7 7 5.5 43-3.5 - - - 5' '.5 5 43 3.5 - - - r0.`-O"14. 12'10. 9 e IT i2 11 8.5 6: 5 3S - 7 7 7 7 7 7 4.5 - 5 5 s 14 �i2 Bi" 9 13 8 9S 7- 4,3 S3. 3 7 7 7 5S 4.5 - s 5 5 '.5 4.S 3.5"`:- 14 12 ,10. 9: a 8. 12. 9 '.0' 5 4 - 7. 7.. 7 '6. 5 - 5 5 5'4.5 6 - 14 12 10_ 0 0 '8 - 12 9.S 6 5 4 3. -.. 7 J 5 4 3 S".5' 5...4 15 - - - 14 't2 10 9 8 e- - - 12 10. 7 SS 4.5 JS - - 7 7 77' 7 T 35 - :5 5 5" -S 5 5 S 4 j�'''{� (f�� 14 '12 1D 9. 8 8 - - 11 8.5 '4 34. 3 - 7- 7 6 5 . - H V BLADE ONLY LY 14 12 10. 4" '6 8 :- - 11 8 55 4 . - - 7 7 7 7 4.5 - - -. 5 S. 5 5 S - 14 12 t0 9 8 1.5 6.5 5S 4S 3.5 - - 7 7 45.33 - - :5 5 4.5 &5 3 - - 12'-O"t4 "i2 10 9 B - - ^:12 9.5 6S 5 4 3 - - 7 7 7� 7 7- 6 3 5 5 5 5 "5 d 45 3S' fi'72 10. 9 6 8 6 4 3 - 7 7 SS'4S 33' r S 5 $ 4.S' 4_ 3 - 14 12 "tO 9. 8 10 7S 5 4 - - 7' 7 6. :S - - 5 5' 5 5 4 - - 74 72:.10 9 8 - - 0.6 8 5 4 33 - - 7 6.5 4S 3.5 - - 9 5' 4.3 3.5 3 - - 13'-w 14 12- 10 9 8 T 1S 8.5 6 M5 35 3 - '7 7 :7 7 7 4.5 - 5 3 5 5 14 12 :10 -it 0 - `7 5.5 3S 3 - - - T 7. 5 I - - 5 5: 5 4 3 - 14' 1Z' 10 '9 a "9 7 4.513.75 - - - 7 7 5,5: - 5 5 6 4S 4 - 14'12.10' AO 7.5 5 4: 3 - - - 7' 6. 4 - 5 5. 4 _3 _ - _ T 4'-0',l4 12- 10 9 - - - OS 8 55 4 33 - 7 7 7 4 - 5 5 5- .5 5 5 4 3 14. .12 t0 9 - eS 5 3 - - - 7 7 5 - I4 t2.-10 9 85 83 4 - - - 7 7 S - - 5 5 5 4 - - 14. 12 }0 _ - - 9 7 43 3.5 3 7 5.5 3.5 - - 3 - 15'-0`t+ 12 10 - - - 10. 7.5 5 < 3 - - - 7 T 7 35 - - s 5 5 S S 8 4 3:: 44: :72. to - 6 4.5 3 - - 7 7 4.5 5" 43 3S - - 14 12-.10 - - - :.-. a. .6. 4 ... - - 7 .7 5. - - . .74 12.70' - - Bb 6:9 4 J - - 7 5S 353314' 12'10 - - - - 95 743].5.: 3 - 7 7 7 3 - 5 S 5' .5 5 4S 35 14 12:50. - _ _ _ 0 4S 3 - - - - .• 7 fi 4 - - - 5- IS 4 14 12 r0 - - - 75 S.5 7s H' - - T 'S S 45 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone +4y11,`Q,`r...... f 02017 TILTEC6;INC. .. .. &2017 EASTERN METAL SUPPLY.INC. u � ���; BERTHA H TM A S A■ KV.Accordion,Shutter System 4 r e ? /l-LrEC0 ,..- \ ■ ■ . 61.ADE#1 W/OR W/O HN WNM BLADE 2 f ; TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N 6ESCRIPRON DATE DWIN Rr: T.C. Association, Inc. 1 Ot:p 15-obs : 7/27/1MTEc. 07/27/17 ''-�1 8TI N.W:Tth IN Sta.]E%GI NE GIRaJLS,FLOROA 337 54 Pha :(30.5)871-1530.TOM:(30871-1531 4268 Westroads Drive 2 DRAWING No /t� a-Toa me-0-1- West Pulm Beach, FL 33407 3EB-O17-107 WALTER A.'u 719 4 rr J, .P.E. b ' FLORIDA Lia 1.44167 6 SHEET P.E. Si+1SCJ3r. URE/DATE 6 14 OF. 0 MAXIMUM ASD QESf N P ESSURE RnT1NG to s f�AND CORRESPONDING MAXIMUM AOR S�AG(NG tin 1 MHEDULE FOR A MEN MAX `a11�TIEfi�PE�N. dFC(�]VE A.$D,D�1CN PRESSURE RATING A CORRFSPONDING MOUNTING TYPE, .. (SEE MOUNTINGS ON SHEETS 16.do 17).' l___) E'er 4-=:z'T fes.AT SOUT/HE}�RN P No. SPRUCE PINE ! S, UCE PINE SOUTHERN PINE No.s2 1'P/ MIN. G=0.55,. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2pdCW/MIN.G-,0.55, �5, fiR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD UNPA.1510 W/ MIN. G=0.43 W MIN, G=0.36 SPAN(D) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N• 0& R FLOOR MOUNTINGS, M, N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WAC( MOUNTINGS B.O.WALL 1doUNI7NG5 BA:WALL MOUNTINGS 6:0. WALL MouNnNcS W &X W& X W &X P & Q S&V S&V S&V 1mxlQax t�E MO6 p� Otttt rcc�i FaivsE aaxc t1� as7+xi+5a Fi�v�Lalli ge) LESR xwhc= Tinc Gd} .ttv31�ura`Tamei L�^r6rta) fEs1a 1q�uT wavxl Rmc t� Rl9ftNCb'�ER1S4%FAHO(�} usx Ncrac ram Fm+c1Pry Oso1 ac1nA FRSvx FASEc{� ra 1E9'R TSARE fH�f771G(F!J 30 40:.60 75 90: CLS 30 ad 60 75. 90' OS 30 90 60 75.90 OS 30 40 60 7S. 90OS 30 4q, 60 75 90 -OS 30 40' 60 J5 90 05 30 40160175. 90. OS 30 4D. 80 7S 90 O5 30 90' 60 75 90 OS 30 40-.60 75 90 05 Y.-0`08' 12 1010 9 8 -$: 6:5 6 6' 6 6.1210 11019 8 8 6 6 6 6 6 6'12.TO 10 9 8 8 ;6 6 616 6' :6 6 5 414 4'3 12, (21212 12 12 12 12 12 72 72 1212 1217. 12 12 12 4•_0•'12 10 10 9 8 8 6 6 6 6 8. '6 12'10 10 9 8 8 '6 6 .6 6 '6 6 12 10 10 9 - 8 8 .6' 6 616 -6 6 6 5 4 4. 4 3-12 12 12 12 12 12 12112 12 12 12112 12 12 12 12 12 12 12 10.i 10 9 8 8 8 6 6 6 6 SS 12110 10 9 8 8 6 6 6 6 6 S 12 10 10 9 8 -7 -6. 6 6 b 5 5. 6 5 414 4 -3 12 12 12. 12 12 12 12,112.12 12 12112 12 12 12 12 12 0.5 12 10 10 9 8 6.5.:6 6, 6 6 5.5 4_5 12 40 10 9- 8 5 6 6 8 .5 5 4.5. 12 TO 10 9 6 3.5' 6 6 6 6 5 4.5 6 5' 4 4 3.5.- 12 12 12 12 12 12 12.12 12 12 12-.12 12 12 12 12 10 8.5 y_p' 22 10 10. 9..6.5 4 6- 6- "6- 5 4.5 4 12 10 14 9 S'.3 8 6 6 5 -4 3.5 72 iD 10 7 3.5. '6 6-- 6 5 a 3.5.& 5 4 4 - - 12 12 12 92 12 12 12 12 12 12 12 10. 12 12.12:0:5$;5 7.5 8'.-0" 12 10. 107.5.4.5 3 .6 6 6 5 4 3'.5.1210 10.6 J.S. - 6 '6.' S .5 3.5 3 i2. 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SS NUFED FOLLOWING ALL OF THE RECOMdEN0a110N5 AND SPECIFICATIONS 4F THE µCN R ANRR rurrn��•"••ems FLORIDA BUILDING CGDE-{Non..High Velocity Hurricane tone 42017 TILTECO,INC. - 02017 EASTERN METAL SUPPLY, INC. Eft",, _ BERTHA NVTM: 1 v. 9 - - -�---� A■ .�`i■A■ Accordion Shutter System * KY 9-ADE#1 W/OR W/O N.V. NDOW BIALE f TICCIT TESTING & ENGINEERING COMPANY American Shutter Sys#ems pr,th OESCRIPTION DATE DRAWN,BY: LO ^ •S, / r - Association, fnC: 1 OLO 15-085 7127/1. DAZE: 07127/17 . G� * -53ss aw.as6.SL,s*e.aa5,uRGuca GAaDErs,FLaROA 331 _ 4268 Westroods Drive 2 • ,AIS Phone:(305)671-1530.Fo::(305)871-1531 DRAWING No - -m E -0008719 ccm West Palm' Bench, FL 33407 s aNAL�� WALTER A TILUTC3 P-E. 17-107 T�' FLORIDA Uo-1 44167 5 SHEET P.E. SE4C/"3iEt9A7URE/DATE 6. 15 OF 20 x,4/2x DD35 THICK t' INSTALLATIONS W f� HV BLADE & HV CENTER,MATES 2)1 -12.000 =r^ Min..ASTM A-653 GRADE a0 ,n, VARIES v Min.0-60 S Al STEQ 43b INTO METAL STUD WALLS * gaol METAL STUDS-AT::16'i.,. „, ' 4'44 w w 38QNS AND GENERAL GOND! {iLU M N MQ�SLI�EVE /Z a 0 V D A G 0 6063-T5 ALLOY L'cIAT..0 v.'fsi2eL°iRa is Ac"NNa{®63o.c. m 63oc.^. i SYSTEM iNSTA�j. ON"TO MEjAL SUAD WALLS ASTM A-653 OWE 40 Nin.C-60 I P> �PJ.`LIQ.GLA3S SGI'IEDULE. H _.7.000". GALVANIZED FASTENED TO ETU05_ w/(2)16.1/2'TEK SOKWS;ON , EXISTING FINISH 39 ; z 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 1NT[woR.aTEXTERIOR. £RIDR rACE 1. As AacucABl.E i N: 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM .. I' ASTM E-1996 'SEPARATION aJc LEND(H k T' EwsTuyG cTrss MIN.SEPARATION 3. ALLOWED MOUNTING. MS'ON THIS.SHEET TO GLASS 10.GLASS' (SEE SCHEDULE) - 4 _ - 1 f4" — 0X3" QOLT (TTP:) " 4. ONLYfNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" f OR INTERIOIR MUST ACAL T. ! i INCLUAT ERIOR '* WITH ARUSE2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" -1 3/a 6 1'/4k 0035 THICK Nina EXISTING FINISH S $IDE DF - 250-ry t1�373 CONT C.LLV.STEEL TRACY.CWJTNLL;. AS APPLICABLE CENTERMATE. ASTM A-6SJ GRADE 40 Yin.C-60 I _ -L,.•.--I- �..11 G41,V61 FASTENED TO ENDS (2) ! w/(2I46x1/2 TEK scREws ON ,43c 434 ��----- � -R4TERIOR.rtr EXTERIOR FACE , O 6 0 C O 6' 1/4 0-20 THREADS BLADE SLACK DETAIL HVF 1$ ALSO VALID FOR ¢'�C 1I4"jGONSTRIJCTIOAf. CEMERMATE 21 APPLICATION WITH BLADE Q kkn$1C 'x 1 1/2k. NFn:Asha A-fi035'THICKw 0 6" O.C.3CPAE AO COMPONENTS Min.0-60 cav, TEE. WA_jL,,�l,FADER/SIL . INSTALItigTIC�N METAL STUDS AT 16'O.C. M n ESCNSINNO FINISH AS APPLICABLE SCALE. 3/8'= T' .-_.,._...__ •-.�::=:-.�. t(TYP.NDP BOTTOM) T 3/a'x 6 T/4':0.035`THICK Min. ONT GALV.STEEL TRACK CHANNEL, LEXISTING CLASS _ _ - _ - ASTM A-653 GRADE 40 Min..G-60 _ 1i N ! i .' i I. i I. WALVM11Z�E6./�TEEHSCREWS UDSON ' 434 436 43c SYMMETYCAL SYMfFAETRYCiAL { MAN.sEPARA11ON VARIES i I IVIE(7)R#6.1/2' 7)R 6 EXTERIOR FACE i I CENT€RMATES W/ i a _ CENTERMATE w1 :I N To,GLASS, 2' i •..I ' ' ?TNT I r (SEE SCHEDULE) Mor; I , ,EXTERIOR ACCESS SIDE,: ' ;: ERIOR ACC<sSS 4- S'(Tm) IN 3: (6 Min.) {N ¢. , _� 24 --_- __ - - - _ '1 ----------- _---- --�----------- -- ----------- -- -------- - -- -- -- - 1 2)42 -- - Z a: "' ._ �.� LOCATED AT t3?} 2 1 tiv7 I- HV HEADER/SILL..ENDS VIEW Y 1,2 3 t/a (Typ.y-, 1 (6'min.) �4 " t 6 1 2�MAX,SLACK ** SIDE CONNECTION TO TRACK (coot-) _5 1/2'tTYO•)"---- I 7" tj1/8 BLADE, SLACK DETAIL HIVE FVC FLORIDA.BUILDING CODE{Non,High,V locity .HurrieDne Zone 00 02017'plr ll� ,.. ._ 12017 EASTERN METAL:SUPPLY.INC. 1'M /{JG 02017 71LTEC0,'ING. o,.;+ ., .• BERTHA HVTM GIrP�s �' Accordion Shutter System / �. E d iNc. ArS.S.A■ rLv. RAX1 w/qR.w/o Iv. wrNDvve_[/ . i izrm=7 s'r TILLIT TESTING & ENGINEERING COMPANY AmOPICCti, ShI 4ttar Systems Ev.N DEscalerieN DAT[ "I'll sr. LG. 5zss NLtT.36te.51,St, S.-RGI-W ma,c�� ,'u1 ASSOCIO;IIOn, Inc. 1 -OLD 15 085 7 sill DAIS: 07/27/77 none:(305)871-1530,Fox:(305)871-1531. 4268 WestfOOds.Drive 2 DRAWING No ;'A /gyp t� !T�` a moi:tIK«aaaoLcom West'Palm 9eoch, k 33407 3 n WALTER A. T'Jr.P.E. 4 7-1 G7 P.E. SER[ tiE DATE FLORIDA U..d 44167 E SHEET ,.. t s 20,0 0 x,4/2x DD35 THICK t' INSTALLATIONS W f� HV BLADE & HV CENTER,MATES 2)1 -12.000 =r^ Min..ASTM A-653 GRADE a0 ,n, VARIES v Min.0-60 S Al STEQ 43b INTO METAL STUD WALLS * gaol METAL STUDS-AT::16'i.,. „, ' 4'44 w w 38QNS AND GENERAL GOND! {iLU M N MQ�SLI�EVE /Z a 0 V D A G 0 6063-T5 ALLOY L'cIAT..0 v.'fsi2eL°iRa is Ac"NNa{®63o.c. m 63oc.^. i SYSTEM iNSTA�j. ON"TO MEjAL SUAD WALLS ASTM A-653 OWE 40 Nin.C-60 I P> �PJ.`LIQ.GLA3S SGI'IEDULE. H _.7.000". GALVANIZED FASTENED TO ETU05_ w/(2)16.1/2'TEK SOKWS;ON , EXISTING FINISH 39 ; z 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 1NT[woR.aTEXTERIOR. £RIDR rACE 1. As AacucABl.E i N: 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM .. I' ASTM E-1996 'SEPARATION aJc LEND(H k T' EwsTuyG cTrss MIN.SEPARATION 3. ALLOWED MOUNTING. MS'ON THIS.SHEET TO GLASS 10.GLASS' (SEE SCHEDULE) - 4 _ - 1 f4" — 0X3" QOLT (TTP:) " 4. ONLYfNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" f OR INTERIOIR MUST ACAL T. ! i INCLUAT ERIOR '* WITH ARUSE2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" -1 3/a 6 1'/4k 0035 THICK Nina EXISTING FINISH S $IDE DF - 250-ry t1�373 CONT C.LLV.STEEL TRACY.CWJTNLL;. AS APPLICABLE CENTERMATE. ASTM A-6SJ GRADE 40 Yin.C-60 I _ -L,.•.--I- �..11 G41,V61 FASTENED TO ENDS (2) ! w/(2I46x1/2 TEK scREws ON ,43c 434 ��----- � -R4TERIOR.rtr EXTERIOR FACE , O 6 0 C O 6' 1/4 0-20 THREADS BLADE SLACK DETAIL HVF 1$ ALSO VALID FOR ¢'�C 1I4"jGONSTRIJCTIOAf. CEMERMATE 21 APPLICATION WITH BLADE Q kkn$1C 'x 1 1/2k. NFn:Asha A-fi035'THICKw 0 6" O.C.3CPAE AO COMPONENTS Min.0-60 cav, TEE. WA_jL,,�l,FADER/SIL . INSTALItigTIC�N METAL STUDS AT 16'O.C. M n ESCNSINNO FINISH AS APPLICABLE SCALE. 3/8'= T' .-_.,._...__ •-.�::=:-.�. t(TYP.NDP BOTTOM) T 3/a'x 6 T/4':0.035`THICK Min. ONT GALV.STEEL TRACK CHANNEL, LEXISTING CLASS _ _ - _ - ASTM A-653 GRADE 40 Min..G-60 _ 1i N ! i .' i I. i I. WALVM11Z�E6./�TEEHSCREWS UDSON ' 434 436 43c SYMMETYCAL SYMfFAETRYCiAL { MAN.sEPARA11ON VARIES i I IVIE(7)R#6.1/2' 7)R 6 EXTERIOR FACE i I CENT€RMATES W/ i a _ CENTERMATE w1 :I N To,GLASS, 2' i •..I ' ' ?TNT I r (SEE SCHEDULE) Mor; I , ,EXTERIOR ACCESS SIDE,: ' ;: ERIOR ACC<sSS 4- S'(Tm) IN 3: (6 Min.) {N ¢. , _� 24 --_- __ - - - _ '1 ----------- _---- --�----------- -- ----------- -- -------- - -- -- -- - 1 2)42 -- - Z a: "' ._ �.� LOCATED AT t3?} 2 1 tiv7 I- HV HEADER/SILL..ENDS VIEW Y 1,2 3 t/a (Typ.y-, 1 (6'min.) �4 " t 6 1 2�MAX,SLACK ** SIDE CONNECTION TO TRACK (coot-) _5 1/2'tTYO•)"---- I 7" tj1/8 BLADE, SLACK DETAIL HIVE FVC FLORIDA.BUILDING CODE{Non,High,V locity .HurrieDne Zone 00 02017'plr ll� ,.. ._ 12017 EASTERN METAL:SUPPLY.INC. 1'M /{JG 02017 71LTEC0,'ING. o,.;+ ., .• BERTHA HVTM GIrP�s �' Accordion Shutter System / �. E d iNc. ArS.S.A■ rLv. RAX1 w/qR.w/o Iv. wrNDvve_[/ . i izrm=7 s'r TILLIT TESTING & ENGINEERING COMPANY AmOPICCti, ShI 4ttar Systems Ev.N DEscalerieN DAT[ "I'll sr. LG. 5zss NLtT.36te.51,St, S.-RGI-W ma,c�� ,'u1 ASSOCIO;IIOn, Inc. 1 -OLD 15 085 7 sill DAIS: 07/27/77 none:(305)871-1530,Fox:(305)871-1531. 4268 WestfOOds.Drive 2 DRAWING No ;'A /gyp t� !T�` a moi:tIK«aaaoLcom West'Palm 9eoch, k 33407 3 n WALTER A. T'Jr.P.E. 4 7-1 G7 P.E. SER[ tiE DATE FLORIDA U..d 44167 E SHEET ,.. t s 20,0 0