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<br /> — '� � STAT�OF ; ; ���5'oNs
<br /> SELF-DRILLIN6 TAPC�N XL • � REV 'DESCRSPT]ON �DATE APPROVAL
<br /> PANCAKE HEAD SCREV 8/16' X 2-1/4' �E� j �11 +� j� i �/ � A NOTE IN V SIONSSE 4-16-04 DM
<br /> N12-14 X !'L�NG P�• E 12' MAX. O.C� . : � y ,r/ `^P . j��
<br /> B 12' MAX� U,C, � . �' . •.' t �� R� �O�1Y ��� `��/`�� H NOTE REV SIONS 6-17-09 CS
<br /> I� V1ND IOCKS ATTALH '{4�';'�•;r:�.�r:: ,380 �/ ������������ �
<br /> i VITH 2 EACH 3/16'1d -Q
<br /> --,{ RIVETS-21NC COATED ;�r•;�� .. , �.WI '/IS Y A1 ���`��, m.270 X2
<br /> I
<br /> � .'. EXISTING C�NCRETE ��,. +rA �1�� a,53o�- 1.750
<br /> viHn�ocK e �8• �+*,� ��,uN 28• �I f I j E! 1� /
<br /> EVERY OTHER VINDLOCK B
<br /> CORRUGATION EVERY OTHER ' ,812 5� 10
<br /> � � CORRUGATION R.234 X2 �
<br /> OPENING VIDTH+ 2-3/�' 3'� 0f.016
<br /> CURTAIN W1DTH* 2-1/2' I��,-�y Q v d 03,@00
<br /> STEEL JAMBS CONCRETE/FILLED BLOCK JAMHS I T 3.732 01.220
<br /> LH GUIDE MOUNT SHOVN RH GUIUE MOUNT SHOVN R.B31 X2 �
<br /> � 4�788 �
<br /> / R.345
<br /> Vy+9B fPLF> VY i98<PLF) �'�'.+''j ..�.,. ` a6� Q %2 1.000' O.D.
<br /> f� ; .. :;s' / ' � , .a STEEL PIPE
<br /> i' :.. �` � 1.oat
<br /> '. • y t=,065'
<br /> I� ,r.�;•,.. ,' � 't'
<br /> c-_cr._�__ . .
<br /> Vx+299 Vxa299 Q '
<br /> CPIF) wrnw cuaT�a CPLF) ,
<br /> Vx-�OS Vx-q05 g90 3.542
<br /> <PLF) <�F> • d
<br /> VY'115<PLF) .739 9,746 •'
<br /> VY-115(PLF) i•I9D jV0 1/4'➢1 PONERS
<br /> WEDGE-HOLTS W/ 1-1/2' 1L682
<br /> MIN, EMHEDMENT IN
<br /> CONCRETE OR TVJO 1/4'A� ASTM A653 WITH Fy = 37 KSI
<br /> STEEL JAMBS CONCRETE/FILLED BLUCK JAMBS STEEL SCREWS W/FULL GALV, STEEL IN ACCORDANCE
<br /> �H GutDE MOUNT SHOVN RH GUfDE MOunIT SH�vN REAR VIEV PENETRATION INTO MIk. 1/8' stn[v�cv
<br /> STEEL, IF EXISTING ]S MASONRY, WITH ASTM A653 G90
<br /> SUPERIMPOSED L�AD DIAGRAM FILL CELL W/2500 PSl GROUT,
<br /> DOOR MDUNTING,BRACKET DETAIL
<br /> GENERAL NOTES I1� GUIDE TO JAMB ATTACHMENT FASTENERS BEG1N�'FROM
<br /> B DESIGN BASED�N CERTIf1ED TESTING LABORATORIES,INC„TESF REP�RT
<br /> ND, CTLA-983M-3 FLOOR AND END 3-1/2'BELOV TOP OF 1lALL OPENING.
<br /> l. TMIS ROLL-UP➢OOR SYSTEM IS DES[GNEO IN ACCORDANCE V[TH THE FLORIDA 9 ANC1i0R NOTES� 12• TEST DOOR VALL OPENING S12E�10'-0' x 8'-0'�
<br /> HUILDING C�➢E. A. EMHEDHENT LENGTH D�ES NOT INCLUDE STUCCD F1N1SH,
<br /> 2. THIS R�LL-UP DO�R HAS BEEN TESTED IN ACC�RDANCE VITH ASTM E-330 AND B, fOR HOLLOV MASONRY,P1LL ALL CELLS C ANCHOR V]TH 2500 PSI GROUT.
<br /> C�MPLIES VITH ANS1/DASMA 108. C� ANCMORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURER'S
<br /> SPECIFICATI�NS
<br /> DESIGN LOhO�'19'� PSF 30� DDOR OPERATION TYPE TO BE PUSH-UP.
<br /> -22�7
<br /> 3. VIND LOADS FOR BUIIDiNG�PENINGS SHALL BE DETERHINED BY A PROFESSI�NAL
<br /> ENGINEER US7NG APPROPRIATE WINO SPEED AND DESIGN CR[TfR10. THIS DO�R . .
<br /> NAY BE USED MHERE THE DESIGN LOAD MEETS�R E%CEEDS THE DESIGN LOAD ��T�DCR
<br /> FOR THE BUILDING OPENWG. 1Kse carn�o[N1[w mtwrtNis su�Nttt[n ar duas caNi�fN�raat'uilw�or��aoaRsi�nr ruiva[ JANUS INTERNATIONAL CORPOR/1T10
<br /> FND Nl1Y NOT!E REPRGOIK[0�R USED TO M�MI(/�CTW[ANYiMiNG IN PMT IXi IN VM0.E FOR I�MI
<br /> 4. SUPERINPOSED LUADS ON THE JAMHS FROM TH1S DOOR ARE DESIGNED AS Vx P�POSE OTN[N TWW TW1i VWCX IS N[C[SSAItY fOR PREPMI1T10N 0�DIDT 0�[NGI1&ERING VI71WT �Tn+�w� 134 JANUS INTERNATIONAL BLVD TEMPLE,GA 3017
<br /> AND Vy HEREIN� CONTRACTORS SHALL NAVE BU1LD[NG ENGINEER VERIFY 1ME E%PRESS PERMISSION ff JNNUS VHICM MAY RfC/iLL DOCW[NiS�T Ml7 itME� ��Q-$s'j-ZBSOIF07(��O-SBZ-2ZEO
<br /> ADEQUACY-OF BU3LDING STRUCTURE TO RESIST SUPERIMPOSEL LOpDS Vx,Vy i1PPUCD ftWSM �c 2012 Janus(nternallonal CotpOtBtlon All Rlpht9 Reserved
<br /> AND eRACKET �oAnS SHOVµ UNLESS OTHERWISE SPECIFIED DIHENSIONS ARE IN INCHES AND TOLERANCES �„�T�,�,�,
<br /> 5. PLL VELDING SNALL BE PERFORMED BY OUALIFIED VELDERS 1N ACCORDANCE ARE� CERTIFIED WIND LOAD RATED
<br /> V]TH A,V,S� SPECIFICAT�ONS,LATEST EDITION. ALL VELDING EIECTRODES SHALL DECIMAL FRACTIONS ANGLES HOLE DIAMETERS "PaiOV"�= °"T` 26 GA SERIES 750 D�OR ASSEMBLY
<br /> CONfORM TO A.V,S�A5�1 GRADE E-70.
<br /> «,00+ "'"�" MAX, SI2E 10'-0' X 12'-0'
<br /> 6 DDORS SHqLL HE PROVIDED VITH IOCK MECHANISMS AT THE OPTfON�F iHE �XX ±�03 t 1/ib t O�3O' UNDER �2SS -,003 HECKY NELSON 11-14-02
<br /> OVNER. .XXX t,00s ..00b �E° S"` °�""'"`"'"�� T 10 0 3 B
<br /> .251 to ,500 _,003 DON MILLS 11-14-02 B
<br /> 7 ALL 8[ILTS AND VASHERS SMALL HE GALVAN�2ED�R STAIM.ESS STEEL V1TH tD08
<br /> A MINIMUM TENSILE STRENGTH OF 6D KSI, OVER .SOO -A03 �P�6 sa�t� �Ei' 2 " �' 2
<br /> DUN MILLS 11-14-02 NONE
<br />
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