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ONUNf1ON 830V3H "PIYM C „O—,C �iG1Rl�'YI�•(.I,1�1111l 1e �ue a •UM=r 1 ra' ali �a�m�m��air:a�r�{�mooiI"ur•�oa�mimo�a�A R!d##�Ep�/:7i�Ed•7F.E7 iLf ®ik7�p�;7� [� �®Ri�aOOp a OQ� 1110i13�7w _ Ja NGL ff'vitaiil�K MOM W7iwu . �Lfd0��0 ��V�Od��9 . 03 :Rl�1=03 Iwas�iilor,rya�y [�] e L�C7®09 am MO'p:i��i�LL�[Cl�133�r7i ra 555m woL�iO �■■t�7�CfiO�mm�im R�[kl!%�i �RIMaIUM1an®iESOLaila irmt�a�ea ivirviivm sa® r�oiAEao Mon.M ii mlInL�7��dOQmO�� L�7 �[L�[�■�.''�rIjlO�w�QQ �:L•7L'iR7i��R# ��i i��tiavtvi� ��a�i�id �rad�ai®ealviv �ral>vaoc�� o�avi�!i�a 1, ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min, f'c . 3 kai) -""- - 1/4"0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LTW. BUILDER. (Min. f'c . 3 kai) c CPAI P" ND - 1/4"0 x 3/4" ALL POINTS $OUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT TAPCON OR TAPCON WITH ADVANCED & SPECIALTY COMPANY. (Min. TO . 3 Nei) 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC, (Mln. f'c . 2 kai) 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED HRFAOFORM TE NO BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c . 3 k8i) ALL POINTS SOLID -SET BLUE TAP W/ CAP NOTES: TAPPER+ A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". • SEe LeaJAttONS Or Use cCR A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOUO-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. I/4"0-20 S.S, MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO BLADE ,ry�; ON snEE1 10 EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, IN CASE HAT PRECAST AJ) TSTONE,CAST CONCRETE OR YBANCHORAGE EXISTING OR FLOOR, ANCHORS SHALL BE LONGENOUGH O REACH THE STRCTURE8HINDSAO WALLFINISHES. SHALL BE AS INDICATED ON NOTFS A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR W17HOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20, TO EXISTINC CONCRETE R .ADVANCED `B) 1/4 0 TAPCON OR T TAPCON THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT,W. BUILDEX. - 1/4"0 x 3/4' ALL POINTS SOLIO-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4"0 TAPPER+ ANCHORS A5 MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTE13 SYSTEMS ASSOCIATION,. INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER4• ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 11, B.2) MINIMUM EMBEDMENT OF 1/4"0 X 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4' 0-20 S.M MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, E.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE POUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES 8,1) & 8,2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR DIPS WITH OR WITHOUT METAL. STUDS CONSULT THIS ENGINE€R. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE nICYANf"C tx• n 1 ■ _r r[ ■ ar A yr r• ` r -- -v,, ., wnr run niwnvna, EDGE DISTANCE VERSUS PA 1mr., enwrnm it AhCHORc. MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E D, LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REtlUCFO SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN. MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, ACTUAL D FACTOR EDGE TAPCON TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W CAP / TAPPER + DICTANCE E,O, _ MIN. SPACING . 3" MIN. SPACING . 3" MIN. SPACING . 3 1/2' MIN, SPACING . 3" MIN. SPACING 3 3/4" 4" POURED CONCRETE & CONCRETE BLOCK POURED CONO OF CONCRETE BLOCK MN. ED.+3 POUR 0 CONCRETE & CONCRETE BLOCK POURED CONC ETE & CONCRETE BLOCK ZdNC7iE CL\JCRETE STOCK MIN. E0..3` 1/2" AMN. ED=2 1/2" WN. ED..3 1 X. WN,,3" MIN. CO."3 1/2" MN. ED.•2 1/2` 3` 1.q _ 0.90 C.B7 LO -� 0.98 1.0 0,54 1,D 2` _ 1.D 0.67 t.a 1 3/4" IIIBA o p�{ 02017 TILTECo. ..... '•�,t�Ey� iNc. T ~ ,Tl, A ` , , � E ©INC. � ')'�. � IG ,OF '• ! TILLIT TESTING &ENGINEERING COMPANY B]55 N-W. 70tn, 54., Ste. SOS, NFGINV GARNfNS, FLORIDA 331 Ph— : (305)871-1530 . Fox (305)871-1831 a-maA: t:lleco0aal.eom E6-0008718 WALTFR A. TILL'T Jr, P.E. FLORIDA Uc. # 44167 A ot�'- --"p,' .-011 f •• ,• RIDp � [I'Ty. Ik A( •....• yt 'vA 1I + • k \ r,tl C L GTI,it 6F /IIATT A��r�71A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 High Velocity Hurricane 7 EASTERN METAL SUPPLY, INC. 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