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K.O. OR U-BLOCK TIE <br />BEAM PV 1 #5 BAR GONT. <br />Ix4 NAILER 0 P41NDONS <br />Ixb a SL. &L. DR. <br />V41NDOksl AND DOOR <br />AS PER <br />SPECIFICATIONS <br />1/2 " C-7YP. BO. a KALL5 <br />ON Ix2 NO. FURRINry <br />STRIPS 0 24" O.G. W <br />AL -FOIL INSULATION <br />SEE FOOTIN& DETAILS <br />THIS SHEET AND <br />FOUNDATION PLANS <br />PRE-ENC71NEERED I-V. <br />ROOF TRUSSES 2411 O.G. <br />SEE TRUSS NOTES FOR <br />REQUIRED CONNECTOR <br />METAL DRIP <br />EVOE <br />--------------- <br />ELEV. VARIES <br />TYP. FASCIA 4 <br />SOFFIT <br />6" N. ROI I ED <br />FIBER&L. MESH <br />NIRE OR <br />PRECAST CONG. <br />LINTEL a EA. MA5. <br />HALL OPN6. - FZEFER <br />TO LINTEL SCHEDULE <br />#5 BAR VERT. REINF. <br />HOOK INTO TIE BEAM <br />ABOVE <br />#5 BAR DOk4EL H/ 10" <br />5TD. HOOK (LAP MIN. <br />25" W VERT REINF. <br />BAR) <br />ARCHITECTURAL FIN15H <br />ON 5" r-..M.U. HALL <br />MAIN FLOOR LINE <br />REF. ELEV. O'-O----�� <br />TYPIGAL ONE STORY NALL SEGTION <br />ONE STORY <br />A <br />5D2 NOT TO SGALE <br />FIN. FLOOR ON 4" GONG. <br />SLAB W (bxb-kqI.4 x HIA <br />H.H.M. (OR FIBERMESH) <br />CLEANED, COMPACTED <br />TERMITE TREATED FILL <br />TYP. HALL GON5TRUG. <br />MAIN FLOOR LINE <br />REF. ELEV. 0'-0" <br />z <br />x <br />< FIN. 64RADE <br />--CLEANED, COMPACTED 4 <br />TERMITE TREATED FILL <br />3" MIN. <br />COVER <br />FOOTINO DIMEN51ON 4 REINF. <br />NO. OF #5 <br />GONT BARS <br />ONE STORY <br />1611 <br />b1i <br />(2) <br />THO STORIE5 <br />11-&11 <br />1041 <br />(3) <br />STEMI/�ALL FOUNDATION <br />NOT TO 5GALE <br />-----T,rP. HALL GON5TRIJO. <br />TYP. 4" <br />IN. eiRADE <br />GONC. 5LAB---\ <br />1-f� <br />M AIN FLOOR LINE <br />---------------------- <br />BAR5 r-.ONT. REF. ELO. 0'-0" <br />0 <br />0 <br />i�k <br />3" MIN. <br />CLEANED, COMPACTED, 4 <br />r-,OVE:R <br />TERMITE TREATED FILL <br />ONLY USE MONOLITHIC FOOTIN& <br />FOR MAX DIFF. OF 20" BETHEEN <br />EX15TIN(9 6RADE TO FINISH FLOOR <br />SP2 <br />H <br />SD2 <br />PRECAST LINTEL <br />W/ (1) 05 OIAM. <br />POURED SOLID <br />FERItETER 5EAM/LINTELS <br />OVER DOOR 4 WINDOW <br />KNOCKOUT 5LOCK <br />W/ (1) as DIAM. <br />POURED SOLI <br />L j <br />DOUIBLE <br />PRECAST LINTEL KNOCXOUT IBLOCK <br />LESS THAN 4'-W SPAN EACH W1 (1) S <br />FF —C: 2� <br />DIAM. POURED <br />SOLID <br />KNOCKOUT IBLOCK KNOCKOUT 15LOCX <br />. . <br />W/ (1) 05 DIAM. W1 (2) S DIAM. <br />FIOUFSE) [ED) POURED SOL <br />x. <br />_r) <br />POUf;m0 A 4: <br />SOLID <br />WS41— <br />PRECAST LINTEL PI;ECAST CAONC LINTEL <br />L ...... i <br />FWECAST CONIC LINTEL <br />41-9)" TO V-011 SPAN W-0" TO 25'-0" SPAN <br />V-0i" TO 25'-0" SPAN <br />Ff 5-cf-31 Ff D-G-41 <br />NOTE: PRECAST LINTELS SHALL 5E "CAST CRETE" OR EQUAL. <br />USE FIRE -STRESSED <br />PRECAST LINTEL FOR SPANS GREATER THAN W-4" <br />THE KO. 5LOCK AIBOVE THE LINTEL 15 T14E MINIMUM REQUIRED. <br />ADDITIONAL GROUT <br />FILLED CMU 5LOCKS CAN 5E INSTALLED 5ETWEEN THE K.O. 5LOCK <br />AND THE LINTEL FOR <br />HIGH REQUIREMENTS. THE K.O. 5LOCK A13OVE CAN 5E THE SAME AS THE WALL TIE <br />BEAM. <br />B LINTEL <br />NOT TO SCALE <br />SP2 <br />#5 (P IN CELL POURED 50LID <br />.4 SEE FLOOR PLAN <br />—T <br />TYPICAL MASONRY SHEAR NALL <br />NOT TO 5GALE <br />4" C.ONCREI SLAB <br />HITH F113E <br />x b" CONG. <br />9 H/ (1) #5 GONT <br />6UMED 6,RADE <br />K.O. OR U-BLOGK TIE BEAM <br />W (1)-#5 BAR HORIZ. GONIT. <br />0 LIPPER 4 LOHER 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 />LOVER T.O.M. <br />Pf�k PLAN <br />I <br />#5 BAR VERT. REINF. <br />IN FILLED CELL <br />STEPPED MASONRY TIE BEAM <br />NOT TO SCALE <br />5P2 <br />4 MIN. <br />PRECAST GONG. LINTEL W <br />SEE SCHEDUI F BEARINO 0 <br />EA. END <br />7 <br />(1) #5 BAR HORIZ. IN <br />6ROUTED P.C. LINTEL <br />4#k <br />NOTE 2 BELO4 <br />(1) #5 BAR VERT REINF.-1"" <br />IN FILI ED GELL <br />NOTE: <br />1. EACH JAMB OPENINO To BE RBNFORGED Pq/ <br />(1) #5 BAR VERT. IN CONC. FILLED GE1 I <br />2. PRECAST LINTEL FOR OPENIN& 6PREATER THAN OR EQUAL <br />TO 6-0" TO HAVE #5 BENT BARS INTO JAMBS AS 5HOHN <br />3. PRECAST LINTEL5 SHALL BE <br />"CAST CRETE" OR EGUAL. <br />000F� TYPICAL PRECAST LINTEL <br />NOT TO SO ALE <br />SD2 <br />VERTICAL REBAR CENTERED IN GELL <br />SEE PLAN FOR LOCATIONS. FILL CEI I <br />PqITH COWGRETE OR 64ROUT. PROVIDE <br />DOPqEL TO MATCH VERTICAL REINF. <br />11-4" <br />NOMINAL <br />NOTE-5: <br />—REMOVE ALL PROTRUSIONS EXTENDINC71/2" OR MORE INTO <br />CELLS OR GAVITIE-5TO BE OROUTED. <br />SPACES TO BE &ROUTED SHALL BE FREE OF MORTAR <br />DROPPINC75, DEBRIS, L005E A667RE6ATE-5, 4 ANY MATERIAL <br />DELETERIOUS TO MASONRY &ROUT. <br />TYP. VERT. FILLED GELL <br />000jp"� MASONRY REINF. DETAIL <br />j NOT To SCALr= <br />502 <br />HONER ENG. (TEMPERED C-70 <br />GONG. CURB <br />4" CONCRETE 5LAB <br />NITH FIBERME5H <br />x GONG. FT6. <br />(1) #5 GONT. <br />P <br />X <br />FOOTIN6 DIMENSION 4 REINF. <br />NO. OF #5 <br />r-ONT BARS <br />ONE5TORY 1211 11-511 (2) THIKENED SLAB EDOE <br />TNO 5TORIE5 -511 1 [-&If (5) D2 NOT TO SCALE <br />SP2 <br />MONOLITHIC FOUNDATION <br />NOT TO SGALE <br />SLAB RECESS SECTION <br />NOT TO SCALE <br />ND BEAM <br />lu-BL <br />OCK" (T-YP) <br />r <br />VERT. FIH ED CEI I <br />REINF. DONEL W <br />tu 13OND BEAM REINF. <br />BOND BEAM REINF. <br />'Al <br />FIH ED CELL ND BEAM <br />AT CORNER CORNER BAR <br />\4�� <br />TYPICAL KNOGK-5IJT7BEfZ-. <br />4 FORM AND POW TIE BEAMS <br />CONTINUITY OF TIE BEAM REINF. <br />AT GORNER5 DETAIL5 <br />i..N t <br />lu <br />;2� 0 <br />y <br />F- <br />502 <br />NOT TO 5GALE <br />TO. REINF. (TYP) <br />Ir <br />I FOOTINO (SEE 5HT. #2,) <br />FOR 517F 4 TYPE) <br />10- <br />CORNER BARS <br />VVERTIGAL FILLED GELL <br />REINF. DONEEL AT CORNERS <br />CONTINUITY OF REINF. IN FOOTIN65 <br />MIN. 6" EMBEDMENT W <br />2' 50. x 5/16" KASH. <br />(4 PER 51DE) $ AT <br />24" O.C,. AT TOP <br />x CEDAR TRIM <br />2xb PT HOOD JAMB,-1 <br />3 �- <br />C7ARA(5E DOOR CONSTR. <br />AS PER C7ARACf= <br />MANUFS SPECIFICATIONS <br />OARAOE DOOR DETAIL <br />SP2 NOT TO SGALE <br />A or 6 <br />DETAILIN& DIMEN51ON <br />7 0171— <br />�z 4d <br />OR 2VMIN <br />L <br />< <br />DETAILIN6 DIMENSION <br />BAR <br />SIZE <br />19>00 HOOK <br />qOcHOOK <br />A or 0 <br />A or (5 <br />0 <br />#3 <br />#4 <br />411 <br />all <br />511 <br />#5 <br />1 <br />511 <br />3 5/411 <br />1011 <br />33/411 <br />all <br />(oil <br />41/211 <br />1211 <br />41/2 11 <br />#-7 <br />10" <br />5 1/4" <br />14" <br />5 1/4" <br />#a <br />IlU <br />all <br />.911 <br />1(911 <br />(oil <br />#cJ <br />1511 <br />11 3/4" <br />q 1/2" <br />1,111 <br />q 1/211 <br />#10 <br />11" <br />13 1/4" <br />lo3141 <br />1 1 <br />22" 1 <br />10 5/4" <br />rfD'%*� STANDARD HOOK <br />� �5E) �2 NOT TO 5GALE <br />I <br />G /V <br />its <br />s <br />ty <br />\>> <br />/v <br />/* <br />- 0 <br />0 <br />0 w <br />z <br />0 b <br />6 - . <br />Ft <br />of �w <br />0 � <br />W 0 <br />w <br />O�M�N 11 <br />0��mw.c <br />< L, ,� . 0) <br />w 0- <br />z <br />m ca c <br />�; <br />0 uj <br />z (D 0 <br />0 0 <br />Z C) <br />LL <br />w z <br />C, <br />0) <br />*h <br />e <br />LL <br /><lf <br />w <br />of <br />Of <br />0 0 <br /></, A <br />vo vt ('\ 0 <br />U) <br />U) <br />< <br />O;s F- z <br />z c1j z 0 <br />2 z <br />.000- U) C, < <br />> u- (n U-1 -0 <br />m Z 0 z <br />LL <br />< u- LD <br />00 U) <br />< 0 W 0 LL 2 <br />0 2 Lo <br />U) 0 <br />0- z< 0 -w- i Im <br />-::i z < 0 LI) W <br />T n- a - (D < <br />'wo <br />X: 2 _j z z 0 <br />w �- 0 5 0 < 0 - <br />0 z of 3: w <br />0 0 ca <br />>- w z < Z) (D < T- <br />co �: - 0 �- z X <br />w W W F w W w <br />Z w -.1 <br />U) <br />w w 0 0 < <br />-j 2 X w H� �- < <br />u- uj <br />W u- U) (n 0 < cn <br />z <br />7 <br />U) <br />z <br />F— <br />z <br />ui <br />> <br />0 <br />< <br />0 <br />co <br />—j <br />u— <br />Q <br />U) <br />< <br />0 <br />0- <br />z <br />< <br />3f <br />U) <br />(-) <br />Lu <br />z <br />F- <br />0 <br />z <br />ui <br />—j <br />< <br />—j <br />0� <br />D <br />w <br />C) <br />< <br />UJ p <br />r*-- <br />-j <br />U) <br />FIRST ISSUE <br />12/04/13 <br />SECOND ISSUE <br />FOURTHISSUE <br />ADDENDUM <br />ADDENDUM <br />2 <br />ADDENDUM <br />3 <br />REVISIONS <br />SEAL DATE <br />SHEET <br />SD2 <br />