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TYPICAL ROOF <br />SEE <br />BLDG. <br />SEC. <br />1/2" 6rP. BD. 0 GL6. <br />K.O. OR U-BLOCK TIE <br />BEAM W 1 #5 BAR GONT. <br />Ix4 NAILER a NINDON5 <br />Ixb a 5L. 6L. DR. <br />V41NI20H AND DOC <br />A5 PE <br />5PEGIFICATIOI <br />1/2" GYP. 150. 0 HALL <br />ON Ix2 HD. FURRIN <br />STRIP5 0 24" O.C. P <br />ALFOIL INSULATIC <br />SEE FOOTING DETAILS <br />TH15 5HEET AND <br />FOUNDATION PLAN5 <br />PRE-ENOINEERED �-V. <br />ROOF TRU55E5 0 24" O.C. <br />SEE TRU55 NOTES FOR <br />REQUIRED GONNEGTOR <br />METAL DRIP <br />EDGE <br />T.O.M <br />ELEV. VARIE5_______1� <br />'IA 4 <br />TYP. FASO <br />SOFFIT <br />6" N. ROLLED <br />P41RE OR <br />FIBER&L. MESH <br />PREGA5T GONG. <br />LINTEL 0 EA. MA5. <br />kqALL OPN6. - REFER <br />TO LINTEL 5GHEDULE <br />#5 BAR VERT. REINF. <br />HOOK INTO TIE BEAM <br />ABOVE <br />#5 BAR DONEL W 10" <br />5TD. HOOK (LAP MIN. <br />25" PV VERT REINF. <br />BAR) <br />ARCHITECTURAL FIN15H <br />ON W G.M.U. HALL <br />MAIN FLOOR LINE <br />-------- <br />Oil <br />REF. ELEV. 0'- <br />TYPIr,AL ONE STORY NALL SEGTION - <br />ONE STORY <br />5D2) NOT TO 5GALE <br />FIN. FLOOR ON 4" GONG. <br />SLAB I^V bxb-NI.4 x V41 ' 4 <br />H.H.M. (OR FIBERMESH) <br />GLEANED, COMPACTED $ <br />TERMITE TREATED FIH <br />fift-1-0 A llll�w lll�* I �Z_ <br />MAIN FLOOR LINE <br />REF. ELEV. 0'-0" <br />z <br />X FIN G7RADE <br />—-GLEANED, COMPACTED 4 <br />TERMITE TREATED FILL <br />3" MIN. <br />COVER <br />kq <br />FOOTING DIMEN51ON 4 REINF. <br />NO. OF #5 <br />GONT BAR5 <br />ONE STORY <br />1611 <br />61 <br />(2) <br />TAO 5TORIE5 <br />11-bli <br />1011 <br />(3) <br />STEMV4ALL FOUNDATION <br />NOT TO 5GALE <br />_____TYP. NALL CON5TRUC. <br />TYP. 4" IN. GRADE <br />GONG. 5LAB----\ <br />1. MAIN FLOOR LINE <br />_F. Al, -0" <br />BARS GONT . RE ELEV. 0' <br />6:m . �1- ''!' ` /\\ <br />CLEANED, COMPACTED, 4 <br />31, MIN. <br />COVER TERMITE TREATED FILL <br />ONLY U5E MONOLITHIC, FOOTING <br />FOR MAX DIFF. OF 20" BETNEEN <br />EX15TINO GRADE TO FINISH FLOOR <br />FOOTING DIMEN51ON 4 REINF. <br />0 <br />NO. OF #5 <br />GONT BARS <br />ONE STORY <br />1211 <br />(2) <br />TV40 5TORIE5 <br />_&11 <br />11_&11 <br />(5) <br />MONOLITHIC, FOUNDATION <br />5P2 NOT TO 5GALE <br />H <br />502 <br />FIRECAST LINTEL <br />W/ (1) 45 DIAM. <br />POURED SOL <br />PERIMETER 5EAM/LINTELS <br />OVER POOR 4 WINDOWS <br />R <br />DOU15LE <br />FFZECAST LINTEL KNOCXDUT IBLOCK <br />LESS THAN W-W SPAN EACH W1 (1) 05 <br />Ff _-C_2j <br />DIAM. POURE <br />SOLI <br />KNO0<OUT 5LOCK KNOCKOUT 5LOCK <br />UJ/ (1) S DIAM. UJ/ (2) S DIAM. <br />P0UREp SOL FMIREP so <br />107 <br />POURED <br />.'/.. <br />A <br />z <br />.. . . <br />L4A <br />SOLIED <br />(I)SO <br />(1) 450 <br />FRECAST LINTEL PFECAST C040C LINTEL <br />PRECAST CONC LINTEL <br />W-0" TO V-W SPAN W-01" TO 25'-0" SPAN <br />V-0" TO 25'-0" SPAN <br />FF-C-31 FF_C__4] <br />NOTE; CAST LINTELS SHALL 5E "CAST CR!ETE" OR EQUAL. <br />USE FIRE-STRSSSED <br />PRECAST LINTEL FOR SPANS GREATER THAN W-4" <br />THE K.O. 5LOC:K A15OVE TI-E LINTEL 15 THE MINIMUM REQUIRED. <br />ADDITIONAL GROUT <br />FILLED CMU 5LOCKS CAN 5E INSTALLED 5ETWEEN THE K.O. 5LOCK AND THE LINTEL FOR <br />HIGH REQUIREMENTS. THE KO. 5LOCK A50VE CAN IBE THE SAME AS THE WALL TIE <br />5EAM. <br />"r u <br />LINTEL <br />NOT TO 50ALE <br />#5 (P IN GFI I POURED 50LID <br />SEE N <br />J* FLOOR PLA <br />_T <br />LLJ <br />% <br />TYPICAL MASONRY SHEAR NALL <br />NOT TO 5GALE <br />4" GONGRETE SLAB <br />NITH FIBEI <br />THIKENED SLAB EDOE <br />NOT TO 5GALE <br />x eo" GONG. <br />5 H/ (1) #5 GONT <br />60MED 64RADE <br />K.O. OR U-BLOGK TIE BEAM <br />W (1)-#5 BAR HORIZ. GONT. <br />a UPPER 4 LONER T.O.M. <br />4F#5 Br=NT BAR 25" EA. WAY <br />INTO HORIZ. TIE BEAM 4 <br />VERTICAL REINF. CELL <br />UFFER T.O.M. <br />PER PLAN <br />LOPqER T.O.M. <br />PER PL N <br />I Jfl- "I I <br />—#5 BAR VERT. REINF. <br />IN FIH ED GEI L <br />STEPPED MASONRY TIE BEAM <br />NOT TO SCALE <br />502 <br />rD <br />502 <br />PRECAST GONG. LINTEL PV 4 MIN. <br />BEARIN& @ <br />SEE SCHEDULE EA. END <br />­4­4 +­__.1 <br />(1) #5 13AR HORIZ. IN-/ <br />GROUTED P.G. LINTEL <br />NOTE 2 BELO4 <br />(1) #5 BAR VERT REINF. <br />IN F11 I ED GEI 1 <br />NOTE- <br />1. EACH JAMB OPENING TO BE REINFORCED kq/ <br />(1) #5 BAR VERT. IN GONG. FILLED GEI I <br />2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL <br />TO 6-0" TO HAVE #5 BENT BAR5 INTO JAME35 A5 5HOM <br />3. PRECAST LINTELS SHALL BE <br />"CAST CRETE" OR EQUAL. <br />rF� TYPIGAL PREGAST LINTEL <br />NOT TO SGALE <br />VERTICAL REBAR CENTERED IN CEI I <br />SEE PLAN FOR LOGATION5. FILL CELL <br />NITH GONORETE OR C-A;ZOUT. PROVIDE <br />DOVEL TO MATCH VERTICAL REINF. <br />d� <br />r <br />NOMINAL <br />NOTE-5: <br />—REMOVE ALL PROTRU51ON5 EXTENDIN6 1/2" OR MORE INTO <br />GEH 5 OR GAVITIE5TC) BE GROUTED. <br />SPACES TO 13E GROUTED SHALL BE FREE OF MORTAR <br />DROPPIN65, DEBR15, L005E AeC-RE6ATE5, 4 ANY MATERIAL <br />DELETERIOU5 TO MA50NRY GROUT. <br />TYP. VERT. FILLED GELL <br />MASONRY REINF. DETAIL <br />e0i <br />NOT To SCALrE <br />502) <br />HOk4Ef;Z ENG. (TEMPERED OL) <br />11 <br />GONG.GURB <br />4" CONCRETE 5LAB <br />x b" GONG. FT6. <br />HITH FIBERME5H <br />I <br />(1) #5 GONT. <br />SLAB REGESS SEGTION <br />502) NOT TO 5GALE <br />�02 <br />ND BEAM <br />IU-BLOG <br />K11 (1-'M) <br />P VERT. FIH ED CEI I <br />REINF. DOPsIEL Pq/ <br />�p 13OND BEAM REINF. <br />lu <br />0 <br />NO BEAM REINF. <br />E30 <br />F11 I ED CELL C49RNER BAR <br />AT CORNER <br />_�ND BEAM <br />TYPICAL FOR <br />4 FORM AND POUR TIE BEAMS <br />GONTINUITY OF TIE BEAM REINF <br />AT GORNERS DETAILS <br />I <br />tu <br />NOT TO 56ALE <br />TO. REINF. (TYP) <br />Ir <br />FOOTING (SEE 5HT. #2) <br />11 <br />FOR 517F 4 TYPE) <br />11 1 T <br />1 L A <br />CORNER BARS <br />VVERTIGAL FILLED CELL <br />REINF. DONEL AT GORNER5 <br />GONTINUITY OF f;ZEINF. IN FOOTIN(55 <br />NOT TO SGALE <br />MIN. 6" EMBEDMENT PV <br />2' 50. x 3/16" KASH. <br />(4 PER SIDE) $ AT <br />24" O.C,* AT TOP <br />x CEDAR TRIM <br />2xb PT NOOD JAMB, F <br />GARAGE DOOR CON5TR. <br />:0� <br />AS PER 6ARACME Do <br />MANUFS 5PECIFICATION5 <br />000<� OARAOE DOOR DETAIL <br />E02 NOT TO 56ALE <br />A or 6 <br />DETAILIN15 DIMEN51ON I <br />I <br />L <br />< <br />OR 2VMI <br />DETAILING DIMEN51ON <br />-13 <br />BAR <br />SIZE <br />IWO HOOK <br />c`100 HOOK <br />A o r 67 <br />_1 <br />0 <br />A or 6 <br />D <br />#3 <br />511 <br />511 <br />2 1/4" <br />(oil <br />21/411 <br />#4 <br />roll <br />411 <br />311 <br />all <br />311 <br />#5 <br />-111 <br />5" <br />5 5/4" <br />loll <br />3 5/411 <br />#(0 <br />(oil <br />4 1/2 <br />1211 <br />41/211 <br />loll <br />-711 <br />5 1/4" <br />1411 <br />51/411 <br />1111 <br />all <br />(oil <br />Ifoll <br />(oil <br />1511 <br />11 5/4" <br />c[ 1/2 <br />Iqll <br />ci 1/211 <br />#10 <br />I-p <br />15 1/4" <br />10 . 3/4" <br />221l <br />10 5/4'1 <br />KOFD� STANDARD HOOK <br />��5D�2 NOT TO 5GALE <br />I pff"1011-o- <br />f /V <br />4,% Z., <br />..zs <br />k, <br />\>> -V3 014. <br />Mi <br />*I,- <br />E <br />0 <br />z <br />Lu <br />0. E <br />UJI <br />(D LLJ <br />0 <br />go <br />< �2 <br />CD <br />LU Z <br />F_ <br />0- <br />w <br />'m , co <br />z <br />— <br />z 0 <br />0 <br />:) c x <br />m <br />z <br />LLJ <br />Z <br />%�� \ - <br />C) <br />N <br />r <br />10 tv - <br />$ <br />1 <br />C6 <br />- <br />0 <br />11 Z, -_ <br />w <br />0 "u, <br />L.L <br />0 <br />.1f <br />w <br />� 1 7 <br />1 <br />0 <br />z <br />z N z <br />0 0 <br />D <br />w 0 W. wo <br />-,� z <br />04 < <br />> u- Fn <br />w m-: 0 <br />wf <br />i'- w <br />0z <br />- <br />ow <br />LL <br />x u- CD <br />00 U) <br />0 w 0 <br />u- 0z 2 <br />0 <br />C) <br />z< 0 <br />w F <br />_f x 3; <br />9: ::i z <br />Ln E <br />< 0 U) w <br />w a-0 < <br />af X: _j <br />W �- 0 5 <br />(n _j <br />0 < z z 0 <br />0 0 () co <br />>- w z < <br />z X 0 3: Lu <br />< (D < <br />m �: - <br />w w w 9 <br />w w <br />0 z w <br />w 0;� 0 X w <br />D w <br />5; m <br />w 0 <br />Z _j <br />W_ < �_ < <br />m w 0 <br />-W F- -uj <br />F_ x LL W <br />U) 0 I._ < U) <br />b <br />z <br />c/) <br />Ljj <br />z <br />:D <br />2 <br />2 <br />0 <br />0 <br />z <br />< <br />z <br />w <br />> <br />0 <br />U) <br />LLJ <br />M <br />0 <br />z <br />< <br />U) <br />Lu <br />0 <br />z <br />_j <br />< <br />0� <br />U) <br />< <br />0 <br />_j <br />U- <br />b <br />C) <br />U) <br />< <br />C) <br />z <br />0 <br />_j w <br />_j <br />_j <br />(D <br />< <br />w <br />< C14 <br />W p <br />FIRST ISSUE <br />12/04/13 <br />SECOND ISSUE <br />THIRD ISSUE <br />FOURTHISSUE <br />ADDENDUM <br />ADDENDUM <br />2 <br />ADDENDUM <br />REVISIONS <br />SEAL DATE <br />S_ HEE-T <br />SD2 <br />