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HomeMy WebLinkAboutEngineering (2) • SPECIFlCATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE M"TiViCs E.0.6 H ON SNfm a R 7) 1.ANCHORS TO SUBS(RATE SHALL 8E AS FOLLOWS: POOL OMCFEWAG AME mm Pam Om*= (A) TO DUSTING POURED CONCRETE:(W..F0-3),tty aksM OE WALL SILL MOUNTING ©CEDING MOUNTING H`FLOOR MOUNTING -1/4'0 TA'CON OR TAPCDN W'IH ADVANCED THREAUFORY TECHNOLOGY ANCHORS,As VMUFADIURED BY LT.Y,SU2OEK(WA,fe ®3 ks) SPAY AWAOB3 CPAYSN(E I FGME) -1/4.0 x 3/4'ALL P'O:NTS SOLS/-SVT ANCHORS,AS DISIMBULFD BY All POMIS SCREW.BOLT&SPECYLTY COUPANY.(jr-fe=3 kai) ((O am 111=E ff=m F.A'ts W k=DES17AJIMNE FRO=RI1a9w k=om 14OUTTNE ViEs/Q FAAG -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS UANUFACTURED NY FUMDA FASTENERS CTRECT.MC,(Min f..2 1..) 30 b 60 75 fO 1201160120 30 a0 75 90 110 160 205 30 40160175 90 121 ADO 205 TAF'CON oe -1/4'A TAPPER+ANCHORS AS 11414 6ACTURED Br POWERS FASfENOM M.AND DS RIERTTm BY ALL FOM SCREW.SOLI&SPECIALTY TAPCOF RM ASNANl3D WTA, OR ANY 0TI ER APPROVED UCCKSED OR AUEHORQED VENDOR ROMSTEAED WIN THE H3ERICNi SHVITER SY 1311;ASSOCIATION,ANC u f2 0 0 a B e f1 t2 16 9 0 e 0 4 14 12 10 9 a D a G T{READFORN TECNNOLO'Y (kr-rc-3 k j 3'-0' 4 12 10 9 0 8 6 6 14 12 10 9 8 e 6 8 14 12 10 19 B D 6 B All FYANIS SOUO-SET OR LESS 14 12 10 9 o D I it 0 u 12 f0 9 a D 6 4 14 12 IiQ 1 9 0 D D 5 ��IAP W/GP 11 72 10 9 B e ° i N 72 10 0 0 e 6 0 u 12 10 9 A B D 6 AL1)-,.HORS EWB DUENNT MTD POURED CONCRETE OF TAPCON OR TMCON WITH ADVANCED 11O8P9FOW TUMIQ.04y ANIONS AND TAPPER+ t♦ 12 10 9 B 7 53 u 14 12 10 0 e a B 6 14 12 10 o e a 6 s TAPPER* ANCHORS 15 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 I/2'. 4,-0. 14 12 10 9 a o 6 0 N 12 10 9 a a 6 0 14 12 10 9 a A 9 55 14 12 10 9 8 0 0 4 14 12 10 9 a a 6 43 1/ 12 10 B B 9 4 35 AL2)VJCWUY DISEDYEHT OF 1/4'0 a 3/4'Al POINTS SO-1D-SVT ANCHORS SHILL BE 7/a*INTO THE POURED CONCRETE_NO BIBLOMEW! 14 12 TD 9 a a _L 45 14 12 10 9 0 D a 35 14 12 10 9 0 0 a 45 INID SRKSO SHILL B:FERINTTED,1/4"0-20 5.5.LIACN27E SCREW USED 91ALL BE 1 1/2'LONG M"UW SHOULD STUCCO MST,AND I 12 10 9 73 Sa 15 - 14 12 10 9 0 8 fi S 14 12 10 9 D 7 SS 4 •SQ<Y�ASIU6 Or 0.4.'FOP 1'LItA4UY FOR WALLS q7(H HO STUCCO, u 12 10 9 a B 6 6 14 12 10 B 0 a 6 53 la 12 10 4 8 0 4 4.5 �''X trl��10 14 12 10 9 e 7 a - 14.12 10 9 9 ISS 5 35 14 12 t0 a A5 5 J 13 AL3)ON CASE 71W PRECAST STONE.POST CONCRETE PANELS.PAVERS OR ANY V TER BE FOUND ON THE D3511140 WALL OR RLWR 14 12 10 9 0 75 4.5 - 14 12 10 9 0 a 6 43 14 12 10 19 8 8 45 frnmcHoRs S1Al Be LONG ENowH TD REACH THE YAN STRUCTURE EEK N0 SOD WALL,FINISHES.ANCNORACE 9YLL.BE AS 1N19CATFD ON 11 l2 93 75 a3 45 -i- 14 12 10 1 0 1 6 17.5 53 4 14 12 10 4 9 8 a f3 JS N075S Af)k AL2)ABOVE.FOR INSTALLATIONS ON'WM SDM6 OR DFS WITH OR WITHOUT META,STUDS CONSULT THIS ENCOLFR.FOR 3333....._- fASfALLATlON IN7L1 EIFS WAN kRTA1 STUDS SCT SFtfET 20- 8•-0• 11 12 1b 9 a B B - 14 12 10 9 8 a 6 S f4 12 10 9 a ISS'0 S3 -.,.u.- 3_3_33..-.,._..,-.-3-333,.. 14 /2 10 0 3 55 J - 14 12 10 a5 7�5! i- ] 14 11 D 65 55 4 3 - la f2 70 9 a a - - 14 12 to 9 8 OS s 75 14 12 10 I S 8 6 4 - (0) TO DUSTING GOHCNEIE BLOCK:(,ASTM C-DO) - 14 12 b 65 55 3 - - 14 12 10 9 6 03:! 33 14 12 10 0 7 5 u 3 -114'0 TAPCON OR TA'COH WITH ADVANCED 7HRE14VORN TECF0K7LOGY ANCHORS.AS MANUFACTURED BY I.T.Y,SUADCL 14 f2 10 9 e a - - 14 12 t0 0 a 7 5 4 14 12 10 9 75 SS + 3 -1/4.0 x.3/4•ALL POINTS SOUR-'.ET ANCHORS•AS DISTRIBUTED Pr ALL POINTS SCREE.BOLT 4.SPEQI'tt NM.ANY. 14 I2 t0 B 03 a - - u 12 9 7S 6 45 35 - If 0.5 7 SS 15 JS -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY I LORM FASTENERS DIRECT,M. u 12 10 a.s 7 4 - - I< 12 10 9 73 53 4 - 14 12 9 7 75 4.9 -1/4'0 TAPPER.AYCY.ORS u MANUFAcnIfiSC!BY POWERS FASTENERS,INC.,AND DLSIR4RTED 0Y ALL F'DIIITS SCREW,COLT&SP(:CALTY H /1 7 SS 1.3 - - 14 12 9 73 53 4 - 1S /2 9 7 8 43 1 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUNORt2ED VENDOR REC15iERED VATH THE AUERA'NI SHATTER SYS7EbS AMOMTION,INC. 14 12 10 9 8 65 - 14 12 i 0 ° 4 - t4 72 f0 8 65 5 35 - NOTES: g'-0 333_3.:�__.._._.__. 14 t2 03 1 15 -1 14 12 a 63 S5 4 3 - 25 93 6 5 4 3 - - ILI)MNIMUM EMaMUENT INTO CONCRETE DLACK OF TAPCOH.BLUE TAT W/CAP A.%HORS AND TAPPER+AKINDRS IS 1 1/0 ATA TA'WN 14 12 9.5 73 a - - 14 .2 93 I a 6S S -I- 14 112 D 0 6.5 4 - 13 95 65 5 S5 - _ - 14 12 10 0 °S 6 -1- 14 12 0 °S5 4 WITH ADVA'iCED TFaiFMFDRM TECHNOLOGY ANCHORS IS 1'. B.-0. 14 12 10 9 a - - 14 12 10 9 73 <5 - - 14 12.05 7 ?3 I - - 8.2)MPL1"EMBEDMENT OF 1/4-0 x 3/4-ALL POND SOJO-SET ANCHORSSINCA.BE ENTIRELY 043MDED DITO THE CONCRETE MOCK ND 14 11.5 73 0 4 - - - f♦ ft T SS S 1S if a S5 45 33 - _ EMBEDMENT INTO SNOW SHALL BE PmwnuD.1/4.0-20 ss LLA'Haa;SCREW USEtI SHILL BE I 1/2'LONG Wt011W 5]Lot"STI/ 1;12 B 05 4s - - 14 12 L5 7 53 '- - f1 OS T SS b 43 - - D2917.ANO t'UaNMN FDR WALLS WITH NO STUCCO. 115 8.5 5-5 4 - 14 12 9 7 0 f.5 - - 14 11 7 SS 45 15 10•-0' 14 1' L' 9 73 - - 14 12 10 8'65 3 - 14 12 6 5 S 4 - B.1)IN CASE THAT PiFtcr?s7aNE.PRECAST OCNCRETE PATTES,PAYERS OR A!Y vENEER BE FOUND aN THE DasnNG WALL OR FLOM, 4 1 7 S 3.5 - - 13 23 S3 S f 3 - 10 73 S 4 3 - - - ANCTIOfS SHALL BE LOTS.ENOUGH To REICH THE MIM STRUCTURE BF}11N0 SW WALL FINGHM ANCHOW.GE SKILL.BE AS I6NCATED ON 14 11 75 1 SS I- - 14 f t51 0 6 5 4 - 25-j.-59° -57 4 4 NOTES e.t)k CLC)A�FOR INSTALLATIONS CH VINYL S10LNa OR EUS WITH OR WT01GM METAL SRAS CONNL.T TNS ENC:hEER, OS 8 5 - 14 12 8 65 $3 4 - 11 10 65 S 1 3 FDR NSTA a)W LYTJ ISFS WITH META,sniDs SEE:FEET 20. 11'-0'14 12 t0 - - - - - tf 12 9 7 6 43 - - 14 103 7 - 25 95 S - _ - 12 9 4 43 4 13 - - 9 7 43 3.5 1 (C) MCHORS SHALL BE INSTALLED FOLLOWING ALL OF TNT RECODUENOATIONS AND SPECIFICADOHS OF TAE ANCHORS MANtEFACIURE& 1'. 7 - - - - - 14 105 7 55 45 - - - 13 63 53 43 f5 - - f• 13 75 e S - f2 9 0 45 4 - (0) SEE SCHEDULE BE1W TOR EDDE DSfAVCE REED YETtST/5 SPADING REUTION49P FCR AY{310RS 10 - - - - - 14 12 0 63 a3 - - - 13 10 65 5 EDCE OTSTIyHCF VFILSE1s SPACING SCHFDUL FOR ANCHORS: 45 - - _ _ _ 11 0 53 4 33 - - tl 6 ♦ ] MDGMUM ANC710R SPALONCS ARE VAUD FGR LOGE DISTANCES bD%GATED BELOW.FIM E 0.LESS THOU THE M:AI D.ITIODDCL ANp1OR SPAM. 6 - 13 95 6_S 5 i - OS 8 5 1BY UULTIPLYMG SKIING SIIOWTI ON SCMUUC Br THE FOLLOWNC FACTORS. - _ _ _ _ - 14 105 7 3.5 4.5 - - 11 63 JS 43 35 R DUCED SPAMM 09fMEU USSMC FA^f0.R 51NALL NDE f!E LESS THAM UA7MUN SA^OLG 1NDKAiW FOR FA/3f AY(}xit TYT'E13-0 - - - - 14 113]38512 9 a C 4 - - FACTOR - - - - 10 75 5 4 3 - - - 7.5 53 4 J - - ACTUAL _ _ _ _ _ _ 12 9 a 45 4 - - - B.5 7 5 4 - _ _ _ ETJGE TAPCON TIiREADFORM THCEWD�OGY POINT SOD SET I�E TAP W/CM TAPPER t 1J 93 63 s - - - - { HHV BLADE OR ENCTANCE 14•-0' is 12 - - - - - - 14 105 7 S3 - - _= 11 02 N15 45 - _ - - ED. MM.SPAaMc.=3' Mal SPAr3RC-J' FNH.SPACING-3 112' WL SPACMC-3' 3 To-7s - - - - 8 "7 45 3S - - - 7 5 SS i T'=" - - - 1 HV BLADE W/ xm CON k Fas4J'ma7vE mAFLLE Frmc a P�NCRCONCRETE ETE EA.ocxa- ODCRETE COWPESE B1DOf IS ° - - - _ - - 11 a ss ILS - - - - 9 85 f5 - - - - Q WL EA-.r CONCRETE BLOCK 1@t EIl+J 1/Y IRt F1L.21Ji M.M-3 1 UX EM.r {ai CAe3 1/t N.E.R•2 1Jf - - - Ds 6 s - - _- - - BLADE WORKING 3' 1.0 Oso 1.0 _.----_A_ ___3333. 1.D Os4 T.0 15'-0' U a5 83 41 t4. 2 1/2' - O.Bf 1.0 - 0.67ID - - OS a b - -1- - a5 - JN UNISON♦ 2' 0.710$1 _ _ -2513 6 - - - •• - t0 _ _6 - _ /22 033 - - - - am - - -1- - RONA SUILDlt1'G CODE(Hon High Velocity Hurricene Zone `AAA"�p,T!COLT''•,,, ®20)5 EkSnUW NEEAL SUPPLY, INC BERTHA HV GENSF ': Q S �---- - Accordion Shutter System /167-0�-Ecoimc- r r KV.BlAX#1 w/OR W/O RV.WN OW BADE American ShUfier Systems F�EV,ii oFx6Dno9 AAIT i mwl By... NE. TILJT TESTING &ENGINEERING COMPANYSTATE DF GM 9x,Utl S,Re.303•\4Y A GOND-N5,TID95IAssociatlDn, in6, OLD TT-192 411}/i5i�C 4j13/15 Phme:(305)871-1530.Fac:(3W)871-1531 42608 Westroods Drive ITiLO� \ N� LRAMANG No ., '`14-m-Zt-9.9- West Palm Beach, FL 33407 FSS10N AVti I.AA` YALTIR A r,LT 4,P.E. - 15-085 P.E. fA II H`fA` rLDRCA U9.f 14157 5 SHEET E. �'�LJSI NATURE/DATE a 13 OF 20 C fj O �) 0 1-4 a Z C 4 v tz / i. JW'" d T in N � � a � � s W 3 0� c H 0 qe U o O C, z ow g W E o W � �•5 k K3 J nd 2�`�Oi QS2Cd� 93, U) � ovp�� m ■t.^. » I¢•1.- L�d7 W N Nm Qyo 4 4 N � ■ U.� of. E i Q (1! �onno+»N,nn»VV InAI I»Nllallla�ill�iil`+111�l111�11 IAI hi nN.NNNYana ' l I �.....na�aanraNn'�al+inn �� 41+IY I n All 1 H�A I I n9n'i i p I ff nI 1 1»1 1 11 1 z i5 G W gx RN 1�A Yq annaN a�N N.»»N»Nan aaan manna vnEnl»'�n"�la�lnv�nN r,n YI»I I INI i lal I � .� "Irv,»l' F) n aNO a�aa.............NfNn a^nn�n�N nNa, �'a�a a,�n�Na n+�Na,.A�a'�,1 N�1 ■ �. 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