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K.O. OR U-E3LOCK TE <br />BEAM H/ 1 #5 BAR GONT. <br />IX4 NAILER @ NINDON5 <br />Ixb @ 5L. &L. DR. <br />HINPOI,q AND DOOR <br />AS PER <br />5PEGIFIGATIONS <br />1/2" OYP. B0. 0 HALL5 <br />ON Ix2 HP. FURRINe <br />STRIPS @ 24" O.G. PV <br />ALFOIL INSULATION <br />SEE FOOTIN6 DETAILS <br />TH15 SHEET AND <br />FOUNI,->ATION PLANS <br />PRE-EN61NEERED HID. <br />ROOF TRU55E5 @ 24" O.G. <br />SEE TRU55 NOTES FOR <br />REGUIRED CONNECTOR <br />METAL DRIP <br />ED&E <br />T.O.M. <br />--------------- <br />ELEV. VARI <br />E5 <br />TYP. FASCIA 4 <br />SOFFIT <br />6" V4. ROLLED <br />P41RE OR <br />FIBER&L. MESH <br />PRECAST GONG. <br />LINTEL @ EA. MA5. <br />HALL OPN(9. - REFER <br />TO LINTEL SCHEDULE <br />#5 BAR VERT. REINF. <br />HOOK INTO TIE BEAM <br />ABOVE <br />#5 BAR DOHEL W 10" <br />5TD. HOOK (LAP MIN. <br />BAR) <br />25" W VERT REINF. <br />ARCHITECTURAL FIN15H <br />ON 5" G.M.U. HALL <br />------------------ MAIN FLOOR LINE <br />---------- <br />ll Ill <br />REF. ELEV. 0 -0 <br />TYPIGAL ONE STORY HALL SEGTION <br />ONE STORY <br />A <br />� �2 NOT TO 5GALE <br />FIN. FLOOR ON 4" GONG. <br />SLAB H/ bxb-HI.4 x V41 * 4 <br />H.H.M. (OR FIBERME514) <br />GLEANED, COMPACTED 6 <br />TERMITE TREATED FILL <br />TYP. HALL GON5TRUG. <br />-MAIN FLOOR LINE <br />REF. ELEV. 0'-0" <br />d) <br />z d) <br />I 't <br />x <br />< FIN. ORADE <br />____.GLEANEr,>, COMPACTED 4 <br />TERMITE TREATED FILL <br />A* <br />4 <br />l' �� <br />511 <br />MIN. <br />COVER <br />FOOTIN(5 DIMEN51ON 4 REINF. <br />NO. OF #5 <br />GONT BARS <br />ONE STORY <br />1611 <br />1511 <br />(2) <br />THO STORIES <br />I I-ali <br />1011 <br />(3) <br />STEMV4ALL FOUNDATION <br />NOT TO 5GALE <br />_____TYP. HALL GON5TRUG. <br />TYP. 4" IN. C-ARAVE <br />MAIN FLOOR LINE <br />---------- ------------- 1 <br />BARS GONT. REF. ELEV. 0'-0" <br />3" MIN. GLEANED, COMPACTED, 4 <br />TERMITE TREATED FILL <br />COVER <br />ONLY USE MONOLITHIC FOOTINO <br />FOR MAX DIFF. OF 20" BETHEEN <br />EX15TIN6 6RADE TO FIN15H FLOOR <br />L <br />SP2 <br />PRECAST LINTEL <br />W1 (1) 05 DIAM. <br />POURED SOLID <br />PERIMETER EW-AM/LINTELS <br />OVER DOOR 4 WINDOWS <br />i a!m <br />r m <br />DOU15LE <br />PRECAST LINTEL KNOCr,.OUT IBLOCK <br />LESS THAN 4'-0" SPAN EACH 1111 (1) 05 <br />FE—C 21 <br />r) IAM. POURE <br />SOLID 7 <br />KNOCKOUT 5LOCK KNOCKOUT IBLOCK <br />W1 (1) @5 DIAM. W1 (2) 05 DIAM. <br />.6. <br />POURED SOLID POURED so 1D_7 <br />.1 Z <br />V <br />Jb.fl , . z <br />z <br />. <br />FOURED A <br />SOLID <br />(1) <br />FIRIECAST LINTEL PRECAST CONC LINTEL <br />PRECAST CONC LINTEL <br />*-W TO V-0" SPAN V-01" TO 25'-0" SPAN <br />CW-0" TO 25'-0" SPAN <br />Ff =-,—c E, <br />NOTE: PRECAST LINTELS SHALL 5E "CAST CRETE" OR EQUAL. <br />USE PFM-STRESS;�D <br />PRECAST LINTEL FOR SPANS GREATER THAN 14'-4" <br />THE K.O. IBLOCK A50VE THE LINTEL IS TI-E MINIMUM REQUIRED. <br />ADDITIONAL GROUT <br />FILLED CMU 5LOCKS CAN 5E INSTALLED 1BETWEEN THE KO. 5LOCK AND THE LINTEL FOR <br />HIGH REQUIREMENTS. THE K.O. IBLOCK A50VE CAN 5E THE SAME AS THE WALL TIE <br />5EAM. <br />rip <br />j <br />LINTEL <br />NOT TO 5GALE <br />#5 0 IN OR L POURED 50L <br />'D7 <br />I E] EIL ZZMIEEEM�,�al M 1:10 1 <br />SEE FLOOR PLAN <br />4T -14 <br />H H <br />H <br />50-2 <br />Lu <br />TYPIGAL MASONRY SHEAR V4ALL <br />NOT TO 5GALE <br />4" GONGRETE5LAB <br />PqITH FIBERME5H <br />.5" x 5" GONG. <br />=-r5 H/ (1) #5 CONT <br />6UMED e4RADE <br />FOOTIWv DIMEN51ON 4 REINF. <br />NO. OF #5 <br />GONT BARS <br />ONE STORY 1211 1_&11 (2) THIKENED SLAB ED&E <br />THO 5TORIES -4511 _511 (3) �! �5D �2 NOT TO 5GALE <br />MONOLITHIC, FOUNDATION <br />NOT TO SGALE <br />K.O. OR U-BLOGK TIE BEAM <br />N/ (1)-#5 BAR HORIZ. GONT. <br />0 UPPER 4 LOIAER T.O.M. <br />#5 BENT BAR 25" EA. KAY <br />INTO HORIZ. TIE BEAM 4 <br />VERTICAL REINF. CELL <br />UPPER T.O.M. <br />PER PLAN <br />LOHER TD.M. <br />PER PLAN <br />—.#5 BAR VERT. REINF. <br />IN FILLED CELL <br />STEPPED MASONRY TIE BEAM <br />NOT TO 5GALE <br />502 <br />ND BEAM <br />-JlU-aLocKll (TYP) <br />P VERT. FILLED CELL <br />REINF. DOVEL W <br />lu I <br />13OND BEAM REINF. <br />z . <br />BOND BEAM REINF. <br />............... <br />'E"3'E"'AM <br />FILLED CELL <br />\-BOND" <br />AT GORqER <br />5 CORNER BAR <br />TYPICAL FOR <br />KNOGK-0_UT_f3DZ_. <br />4 FORM AND POUR TIE BEAM5 <br />GONTINUITY <br />OF TIE BEAM REINF <br />AT GORNERS DETAILS <br />NOT TO 56ALE <br />PRECAST GONG. LINTEL W 4 MIN. <br />BEARINC7 @ <br />SEE SCHEDULE <br />­4­4 <br />EA. END <br />(1) #5 BAR HORIZ. IN <br />6ROUTED P.G. LINTEL <br />TO. REINF. (TYP) <br />NOTE 2 13ELON <br />FOOTIN& (5EE 5HT. #2) <br />FOR 51ZE 4 TYPE) <br />(1) #5 13AR VERT REINF. <br />IN FILLED GEH <br />2� 0 <br />NOTE: <br />CORNER BARS <br />1. EACH JAMB OPENINOTO BE REINFORCED W <br />< <br />(1) #5 BAR VERT. IN GONG. FILLED CIS L <br />2. PRECAST LINTEL FOR OPENIN& 67REATER THAN OR EGUAL <br />��ERTIGAL <br />TO 6-0" TO HAVE #5 BENT BARS INTO JAM55 AS SHOHN <br />FILLED CELL <br />REINF. POHEL AT GO <br />3. PRECAST LINTEL5 SHALL BE <br />"CAST GRETE" OR EGIUAL. <br />J= GONTINUIT--( OF REINF. IN FOOTIN65 <br />E TYPIGAL FREGAST LINTEL 5 �P2 NOT TO 5GALE <br />25DE2NOT TO SCALE <br />.000,1 <br />VERTICAL REBAR CENTERED IN CELL <br />SEE PLAN FOR LOCATIONS. F11 1 1 <br />HITH GONGRET`E OR OROUT. f <br />DOHEL TO MATCH V`E__RTIGAL <br />N�MINAL <br />NOTES: <br />—REMOVE ALL PROTRUSIONS EXTENDIN& 1/2" OR MORE INTO <br />GELL5 OR CAVITIESTO BE OROUTED. <br />5PAGE5 TO BE GROUTED SHALL BE FREE OF MORTAR <br />DROPPINC75, DEBRIS, L005E A66RE&ATE5, 4 ANY MATERIAL <br />DELETERIOUS TO MA50NRY 67ROUIT. <br />TYP. VERT. FILLED GELL <br />MASONR-1" REINF. DETAIL <br />NOT To SCALE <br />502) <br />ONER ENG. (TEMPERED 5L.) <br />GONG. GURB <br />4" GONGRETE 5LAE3 <br />-7. <br />NITH FIE3ERME5H x b GONG. FTC <br />(1) #5 GONT. <br />Ln <br />X <br />SLAB REGESS SEGTION <br />NOT TO 5GALE <br />MIN. b" EMBEDMENT H/ <br />2" 50. x 3/16" k4A5H. <br />(4 PER 510E� $ AT <br />24" O.G. AT TOP <br />Ax CEDAR TRIM <br />2xb PT NOOD JAMB--- <br />OARA&E DOOR CONSTR. <br />AS PER &ARLACGE DOOR <br />MANUFS 5PEGIFIGATION5 <br />OARAOE DOOR DETAIL <br />SD2 NOT TO SGALE <br />A or 0 <br />DETAILINC7 DIMEN51ON 1,/ <br />4d <br />OR 2VMI <br />DETAILIN& DIMEN51ON <br />BAR <br />51ZE <br />I&Oc HOOK <br />ci0o HOOK <br />A or <br />A or (5 <br />0 <br />11 <br />311 <br />2 1/411 <br />roll <br />2 1/4" <br />#4 <br />411 <br />511 <br />311 <br />#5 <br />511 <br />33/411 <br />loll <br />5 3/4" <br />-911 <br />41/211 <br />1211 <br />41/211 <br />#_7 <br />loll <br />5 1/4 <br />141f <br />5 1/4 <br />.911 <br />#cJ <br />1511 <br />11 5/4" 1 <br />ct 1/2" <br />Icill <br />cl 1/211 <br />#10 <br />15 1/4" <br />lo31411 <br />22" <br />10 5/4" <br />STANDARD HOOK <br />NOT TO 5GALE <br />�2 <br />f <br />1. <br />G /V <br />s <br />.. ON.: <br />Q <br />(D ui <br />_j z F- <br />g <br />0 SO <br />cr �-'. R <br />0�m <br />LU 5 <br />uj w <br />r4. <br />0 uj.R <br />T T <br />z (D 0 <br />c x cD <br />a) <br />z <br />T� <br />z <br />o <br />19,4.1 , 0) <br />VY <br />------ <br />:z uJ <br />cp <br />&L <br />Of <br />0 <br />0 <br />_j <br />cn <br />o <br />L� F_ <br />�) �_ z <br />z N z 0 0 <br />-�i z <br />,,,0-.'0 c/) < <br />> u- En W -0 <br />W <br />ww 0 z <br />- x I u- <br />0 <br />F-- z ow 0 Q �15 <br />< (D W 0 LL Z <br />_j (n <br />0 <br />ow Z< W_i 1w < <br />�L- 0 w <br />i-E M"n w < <br />w z z 0 <br />0 -3 0 < 0 - <br />00000 z w ui <br />>- w < :3 (D < <br />CO z < z 0� <br />0� <br />2 <br />w w 0:� 0 w w <br />Of co w ZD - w _j <br />cf) <br />w 0 < �_ < <br />w 0 CD (if LL W <br />M _j <br />u_ Fn (n 0 < cf) <br />C) <br />z <br />(6 <br />Lu <br />z <br />0 <br />z <br />< <br />z <br />> <br />0 <br />< <br />0 <br />i <br />_j <br />ILL <br />0 <br />w <br />U) <br />< <br />112- <br />z <br />< <br />U) <br />Z <br />< <br />0 <br />cr_ <br />z <br />ui <br />_j <br />(D <br />D <br />F___ <br />UJI <br />0 <br />< <br />CN <br />UJ 0 <br />I,-- <br />_j <br />U) <br />u <br />FIRST ISSUE <br />12/04/13 <br />SECOND ISSUE <br />THIRD ISSUE <br />FOURTHISSUE <br />ADDENDUM <br />ADDENDUM <br />2 <br />ADDENDUM <br />3 <br />REVISIONS <br />1 <br />SEAL DATE <br />SHEET <br />SD2 <br />