Laserfiche WebLink
K.O. OR U-BLOGK TIE <br />BEAM W 1 #5 BAR GONT. <br />lx4 NAILER a HINDON5 <br />Ixb 0 5L. 6L. DR. <br />HINDOH AND DOOR <br />AS PER <br />SPECIFICATIONS <br />1/2" C7YP. 130. a HALLS <br />ON Ix2 HIP. FURRINIS, <br />5TRIP5 0 24" O.C. Hof <br />ALFOIL INSULATION <br />SEE FOOTIN& DETAILS <br />THIS SHEET AND <br />FOUNDATION PLANS <br />A- <br />I <br />502 <br />PRE-EN61NEERED HIP. <br />ROOF TRU5o5E5 0 24" O.G. <br />SEE TRL)55 NOTES FOR <br />REGUIREP CONNECTOR <br />METAL DRIP <br />ED&E <br />T.O.M. <br />---------------------- <br />ELEV. VARIE5 <br />TYP. FASCIA 4 <br />SOFFIT <br />6" H. ROLLED <br />FIBER&L. MESH <br />PRECAST GONC. <br />HIRE OR <br />LINTEL a EA. MAS. <br />KAU OPNrzp. - REFER <br />TO LINTEL SCHEDULE <br />#5 BAR VERT. REINF. <br />HOOK INTO TIE 13EAM <br />AE30VE <br />#5 BAR 001-EL H/ 10" <br />STU. HOOK (LAP MIN. <br />25" W VERT REINF. <br />BAIR) <br />ARGHITECTI.R.AL FINISH <br />ON&' G.M.U. HALL <br />MAIN FLOOR LINE <br />REF. ELEV. 0'-0" <br />TYPIGAL ONE STORY NALLSECTION <br />ONE STORY <br />NOT TO SCALE <br />FIN. FLOOR ON 4" GONC. <br />SLAB H/ bx&-HI.4 x 1,41.4 <br />H.H.M. (OR FIBERME514) <br />CLEANED, COMPACTED 4 <br />TERMITE TREATED FILL <br />TY P. HALL GONSTRUiC. <br />MAIN FLOOR LINE <br />REF. ELEV. 0'-0" <br />FIN. CYRADE <br />COMPACTED 4 <br />TERMITE TREATED FILL <br />FOOTIN& DIMENSION 4 REINF. <br />NO. OF #5 <br />GONT BAR5 <br />ONE 5TORY <br />161 <br />6, <br />(2) <br />TP40 STORIES <br />11-511 <br />loll <br />(3) <br />5TEMNALL FOUNDATION <br />NOT To 50ALE <br />___�TYP. HALL GON5TRUG. <br />TYP. 411 IN. 67RADE <br />c.oNc.,5LAE1­\ <br />MAIN FLOOR LINE <br />7± --------- ------ AK <br />4� BAR5 CONT. REF. EL6�. 0'-0" <br />X <br />x x..,.­, <br />GLEANED, COMPACTED, 4 <br />MIN. <br />COVER TERMITE TREATED FILL <br />ONLY USE MONOLITHIC FOOTIN& <br />FOR MAX DIFF. OF 20" BETHEEN <br />EX15TINS7 CRADE TO FINISH FLOOR <br />L <br />SP2 <br />PRECAST LINTEL <br />W/ (1) 45 DIAM. <br />PouRED `oLl`7 <br />PERMTER 5EAMA.NTELS <br />JS <br />OVER DOOR 4 UJINDO <br />104OCKOUT BLOCK <br />1111 (1) Ob DIAM. <br />POUREP WLIP <br />POURED <br />D <br />SOLID, <br />PRECAST LINTEL <br />41-011 TO 91-011 $PAN <br />KNOCKOUT 13LOCK <br />W/ (1) Ob DIAM. <br />POUPW SOLID -7 <br />DOUBLE <br />PRECAST LINTEL <br />KNOCKOUT BLOCK <br />LESS THAN 4' -0" SPAN <br />EAC44 W/ (1) 03 <br />DIAM. POURED <br />SOLID <br />KNOCKOUT BLOCK <br />W1 (2) 45 DIAM. <br />PMFEE) Ip <br />15 1 <br />-------- <br />PFIECAST CONC LINTEL <br />PRECAST COC LINTEL <br />9'-W TO 25'-Vu SPAN <br />V-0" TO W-01" SPAN <br />F15—cl-3-1 Ff=_C:74 <br />NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. USE PRE -STRESSED <br />PRECAST LINTEL FOR SPANS GREATER THAN 14'-4', <br />THE K.O. BLOCK ABOVE THE LINTEL 16 T14E MINIMUM REQUIRED. ADDITIONAL CAROUT <br />FILLED CM 15LOCKS CAN BE INSTALLED BETWEEN THE K.O. BLOCK AND T14E LINTEL FOR <br />HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN 13E T14E SAME AS T14E WALL TIE <br />BEAM. <br />LINTEL <br />NOT TO 5GALE <br />#5 IV IN CELL POURED <br />4 <br />1 1-1 EILM <br />JLEjE::jL E%_E:1�1 <br />SEE FLOOR PLAN <br />H <br />502 <br />TYPIGAL MASONRY SHEAR HALL <br />NOT TO SCALE <br />4" CONCRETE SLAB <br />HITH FIBERMESH <br />b" x 6' COW.. <br />FTIS IAV (1) #5 GONT <br />A95LHED 6RADE <br />K.O. OR U-BLOCK, TIE BEAM <br />H/ (1)415 BAR HORIZ. GONT. <br />a UPPER 4 LOHER T.O.M. <br />NP BEAM <br />#5 BEW BAR. 25" EA. HAY <br />#U-BLOCK" (TYP) <br />INTO HORIZ. TIE BEAM I <br />VERTICAL REINF. GELL <br />UPPER T.O.M. <br />AN— 7111v <br />AP VERT. FILLED CELL <br />REINF. 00lo-EL IIAV <br />v- <br />e4 <br />PER PL <br />T WOO— <br />BOND BEAM REINF. <br />1 <br />. <br />. . . . <br />11 <br />Jil. <br />50 ND BEAM REINF. <br />l <br />LOWER T M <br />PER PLAN <br />... <br />.. <br />III <br />. . . . . . . . . . . . . . 7=74-.. <br />I <br />I [[11111 <br />A <br />F '0 GELL <br />ILLE <br />N BEAM <br />AT CORNER <br />-5 CORNER BAR <br />#5 13AR VERT. REINF. <br />IN FILLED GELL <br />TYPICAL FOR <br />4 FORM AND <br />KNOGK-OUT BLK. <br />POUR TIE BEAMS, <br />STEPPED <br />MASONRY TIE BEAM <br />NOT TO 56ALE <br />GONTINUITY <br />OF TIE BEAM REINF. <br />AT GORNERS DETAILS <br />NOT TO SCALE <br />PRECAST COW_,. LINTEL H/ <br />SEESIGHEDULE <br />7 <br />(1) #5 BAR HORIZ. IN-/ <br />&ROUTED P.G. LINTEL <br />-7 <br />E_ <br />502 <br />NOTE 2 BELOW <br />(1) #5 BAR VERT REINF <br />IN FILLED GELL <br />4 MIN. <br />-BEARINiS a <br />EA. END <br />NOTEs <br />1. EACH JAM13 OPENIN& TO BE REINFORCED W <br />(1) #5 BAR VERT. IN GONCG. FILLED CELL <br />2. PRECAST LINTEL FOR OPENIN& OREATER THAN OR EGIUAL <br />TO 6'-Ou TO HAVE #5 BENT BARS INTO JAME35 AS SHOHN <br />5. PRECAST LINTELS SHALL BE <br />"CAST CRETE" OR EGUAL. <br />T-1-71GAL PREGAST LINTEL <br />NOT TO SCALE <br />VERTICAL REBAR CENTERED IN CELL <br />SEE PLAN FOR LOCATIONS. FILL CELL <br />P41-M COWRE I OR CAROUT. PROVIDE <br />POHEL TO MATCH VERTICAL REINF. <br />r <br />NOMINAL <br />NOTES: <br />—REMOVE ALL PROTRU5,ION5 EXTENDIN& 1/2" OR MORE INTO <br />CELLS OR CAVITIE5TO BE 6ROUTED. <br />SPACES TO BE 6ROUTED SHALL 13E FREE OF MORTAR <br />PROPPIN65, DEBRIS, L005E ACCARE&ATES, 4 ANY MATERIAL <br />DELETERIOUS TO MASONRY SIROUT. <br />TYR VERT. FILLED GELL <br />MASONRY REINF. DETAIL <br />NOT To SCALE <br />502 <br />50 <br />OHER ENG. (TEMPERED C <br />GONG. CURB <br />11 <br />4" CONCRETE 5LAB <br />11 <br />x 5" GONG. FTO. <br />P41TH FIBERMESIH <br />wl (1) #5 GONT. <br />X., x <br />FOOTIN(9 Olt-IIENSION 4 REINF. 4n all <br />NO. OF #5 <br />GONT BARS <br />ONE STORY 11 1211 11-8.1 (2) rm�� THKENED SLAB EDGIE <br />THO 5TORIE5 _51. I._811 (3) E) �2 NOT TO SCALE rN <br />5P2 <br />MONOLITHIC, FOUNDATION <br />NOT To SCALE <br />SLAB REGESS SEGTION <br />NOT TO SCALE <br />UJI <br />0 <br />-1 <br />f= <br />5P2 <br />T&. REINF. (TYP) <br />FOOTINO (SEE SHT. #2) <br />FOR 51ZE 4 TYPE) <br />—A <br />CORNER BARS <br />VVERTIGAL FILLED CELL <br />REINF. DONEL AT CORNERS <br />GONTINUIT-r OF REINF. IN FOOTINGIS <br />NOT TO SCALE <br />L <br />2xb PT P4000 JAMB-� <br />ISARAISE DOOR CONSTR. <br />AS PER CYARACE POOR- <br />MANUFS SPECIFICATIONS <br />MIN. 6" EMERXI'MENT H/ <br />2* 50. x 5/16" HASH. <br />(4 PER SIDE) $ AT <br />:24" O.G. AT TOP <br />GEDAR TRIM <br />0ARA0E DOOR DETAIL <br />502 NOT TO SCALE <br />A or 6 <br />(b <br />L <br />a <br />< <br />VETAILIN& DIMENSION <br />ml� <br />'a / <br />BAR <br />51ZE <br />000 HOOK <br />qO0 HOOK <br />A or <br />A or (5 <br />D <br />511 <br />2 1/411 <br />6 <br />21/411 <br />#4 <br />(oil <br />411 <br />311 <br />311 <br />#5 <br />1 <br />33/411 <br />1011 <br />33/411 <br />(oil <br />41/211 <br />1211 <br />41/211 <br />10 <br />51/411 <br />1411 <br />5 1/41' <br />ills <br />511 <br />(oil <br />1611 <br />(oil <br />#cl <br />113/411 <br />q 1/2 11 <br />lqIl <br />q 1/211 <br />#10 <br />1-111 <br />13 1/4" <br />lo51411 <br />22" 1 <br />10 3/4" <br />STANDARD HOO< <br />NOT TO SCALE <br />If ffx".Oto. <br />jfl,�AG /V <br />S <br />"W4 <br />Z S <br />it ;,,h <br />ri <br />wx?l i4q. <br />*3 "o <br />E <br />08 <br />(D <br />_j Z <br />w <br />F- <br />cr <br />0 C., <br />uu <br />uJ <br />(D w <br />w z <br />0 <br />a. <br />m CD <br />ca CO <br />N <br />z <br />w <br />0 W <br />z <br />LL <br />W <br />Z <br />00 <br />141 0IV <br />c) <br />w <br />n- <br />0 s.w <br />< <br />w <br />a 0 1-- <br />z <br />z 04 Z <br />00 <br />Z. z <br />U) < <br />> u- I,_ Fn <br />w <br />< a X: w <br />1: Z X <br />m af W <br />u_ 0 z <br />Ld <br />u- 0 <br />z a <br /><OWO <br />0 0 <br />0 0 Z75 <br />u- Z 73 cn <br />0 2 <br />.3c us <br />< <br />--i'm > <br />!L zi z <br />S2 (L <br />< 0 FW_ <br />a. <br />m 2 <br />Lu �- 0 <br />ww <br />_j z z <br />0 < - <br />000m <br />>-wZ< <br />0 <br />z w 3: w <br />< =) () < m <br />m 3: - 0 <br />w w w R <br />0 1­- z x 1'- 6 <br />w 0 � 0 W w <br />w 5; co <br />w 0 <br />0 <br />Z:D < (J) w _j <br />g w t- <br />w -, <br />Cr F- u- <br />�W_ w< <br />in (J) a U<- (n <br />0 <br />b <br />z <br />ui <br />z <br />0 <br />z <br />0 <br />< <br />0 <br />co <br />0 <br />< <br />< <br />X <br />U) <br />(-) <br />w <br />z <br />0 <br />09 <br />z <br />_j w <br />_j <br />< <br />_j <br />w <br />Z) <br />:E < <br />F_ <br />UJI <br />0 <br />< <br />:D <br />C14 <br />W 0 <br />U) <br />FIRST ISSUE <br />12/04/13 <br />SECOND ISSUE <br />F URTHI UE <br />ADDENDUM <br />ENDUM <br />2 <br />ADDEN)UM <br />3 <br />REVISIONS <br />SEAL DATE <br />SHEET <br />SD2 <br />