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<br />iI' - r
<br />t1GO PLR »
<br />t230 PLF L-2 »
<br />1619 PLF »
<br />t2' - O
<br />1109 PLF »
<br />1118 PLR L -2 »
<br />1513 PLF »
<br />tr - 8
<br />1044 PLF »
<br />1116 PLF L -2 ,
<br />t436 PLF »
<br />13' - 4"
<br />1398 PLF » P
<br />1381 PLF L4 » SL • I
<br />1364 PLF »
<br />!4' - O"
<br />1321 PLR » P
<br />1311 PLR L•2 » SL - 1
<br />1199 PLF »
<br />!6' -O
<br />1152 PLR » P
<br />1048 PLF L -2 » 6L - I
<br />1131 PLR »
<br />W - o
<br />1016 PLF » P
<br />628 PELF Lr » 8L - 1
<br />960 PLF »
<br />18' - 8
<br />911 PLF » P
<br />110 PLF L, -2 w 6L - I
<br />$93 PL F »
<br />KF » P
<br />629 PLF L -2 » 6L - 1
<br />164 PLF »
<br />?r - 8"
<br />189 PLR » P
<br />923 PLF 1. - 2 + SL • 1
<br />606 PLR »
<br />» - DENOIT,S 0 0 REHAtZ X CONT. PLACED M BOTTOM 00LiR66 AND
<br />1p' 0949* BEAM POURED SOLO WITH 2° • P81 GONCRHTE.
<br />» P - DENOTES PR8 6TRE68ED U LI NTEL UN 8 9 RESAR X CONt.
<br />PLACED IN BOTTOM COURSB a 16' VIEW* BEAM POURED SOLID
<br />WITH 2500 P61 CONGRHt6
<br />» S - DENOTES IN BOTTOM COUR69 f (6) - 3 / ib' $MOOt11 6tIR"6
<br />At $" Ow, At EACH ENO IN A 16' VEEP F'�E ?,/LM POURED SOLID
<br />WITH 7°00 PSI CO �.�•• -_..�- - - - -_
<br />wiBttNG ROOF TRUSSES
<br />(1) SiMPSON 149TA20 6TRPA6 POLIRED
<br />IN TOP OF BOND BEAM WACED 24 CC-
<br />FILL ALL NAIL WOLES TO E J6TNG WOOD
<br />/ BEAM W1114 100 X i V2' NAILS
<br />AINGLEt POLRW BOND BEAM OT14
<br />(1) "3 REdAR CONTINUOUS TIED TO
<br />ALL VERTICAL RODS I
<br />EXISTING WOOD BEAM
<br />Si,IPPORtING ROOF
<br />MN R -22 INSULATION
<br />IN ALL Att1G ARLAa
<br />6EN LiNTQ, C W
<br />+5 VERtICAL. RODS FROM
<br />FOO TWGIS TO BONO BEAM
<br />WITH 24' LAP MINIi" 01
<br />ALUM S.H. W
<br />L
<br />MASONRY SILLS
<br />E ISt1NO FOOTINGS AND 4'I U 00
<br />CARPORt. CONTRACTOR OR OWNER
<br />Nit VEAIE7 T14EREt I8 MINIMUM 12'
<br />NICKEN W" C<%Co " ON ALL
<br />AREA$ OF 6LAB WNERO N04 BLOCK
<br />1"J,S 1E11Li. BS LOCATED.
<br />r CAP POURW OVER
<br />TOP EXISTWb $LAS TO
<br />BRING UP t0 SAME' LgVE L
<br />AS EXIOTi40 HOUSE
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<br />80AR0 ON ALL CEILING AREAS
<br />3/4' P.T; "No un4 U4' TUFF R
<br />INIR LAt10N BOARD AND V2" GYPSUM
<br />LAY BLOCK WALLS t0 L
<br />6 1" OF E:X16T WOOD
<br />ATTACH M 3/4" P.T. BUCK STR IP
<br />THAT 18 THE MUML91 WIDTH OF YOUR
<br />WINDOW FRAME USINrs .091 X 13/8"
<br />T- NAILS MA)CMU"1 10" OC
<br />CAULKED 'WINDOW PER Y<
<br />WINDOW MANUFACTURES 8
<br />RECOMMENDATIONS TO M
<br />LOAD AND COMPRESSION
<br />FOR YOUR JOB LOCATI01
<br />6ECURING WINDOW TO BUCK STRIPS P
<br />YOUR MANUFACTURES iNVRLICOON TO ME
<br />I AN M N 1
<br />W LOAD 0 GO PRE G RAt NG FCC
<br />WIND 3$
<br />1
<br />YOUR OA X 6 LOCATION. ALL ANGHCR 6CRE'11S
<br />"UOT PENETRATE BLOCK WALL A MINIMUM OF
<br />I V4" AND THERE SHALL ESE A MAXIMUM 1/4'
<br />SPACE BETWEEN BUCK AND WINDOW FRAME
<br />BLOCK WINDOW ATTACWf1ENT D TA
<br />a" X 8" X !6" KNOCK OUT BLOCK
<br />TOP COARSE WITH 1 0 5 HORIZONTAL
<br />RE13AA TiED TO ALL VERTICAL ROGB
<br />BOX STEEL LINTEL$ OVER ALL WINDOW
<br />AND DOOR OPENINGS, NO 6 5 RE13AR
<br />REOUIREP ON E3EAM6 UP TO 24'O"
<br />", 11TH NO MORE THAN 606LB8 PLF
<br />OPTIONAL POUTER BOX LIN DETAIL
<br />a" X 8" X :6 KNOCK OUT BLOCK
<br />TOP COARSE WiTH i 0 5 HORIZONTAL
<br />" REBAR TIED TO ALL VERTICAL ROD$
<br />b a X 8" X 16" KNOCK OUT BLOCK
<br />OVER POWER STEEL LINTELS, WITH
<br />f 1 EACH 0 3 RE13AR IN THIS COARSE
<br />'JA4EN SPAN OF LINTEL IS OVER 12'4"
<br />OPTIONAL POUTER STEEL LINTEL DETAIL
<br />8" X a' X !6" KNOCK OUT BLOCK
<br />TOP COARSE WITH 1 0 5 HORIZONTAL
<br />RE3AR TiED TO ALL VERTICAL RODS
<br />`O" 8" PRECAST LINTEL BLOCK
<br />OVER ALL OPEN NGS. I EAGN
<br />*5 REOAR IN THIS COARSE WHEN
<br />SPAN OF LINTEL OVER 3'2"
<br />OPTIONAL STANDARD PRECAST
<br />DRILL, I X 6" HO LS INTO EXISTING BOND BEAM
<br />AND WOXY 0 9 REBAR FROM NE1) BONA t9EAM
<br />INTO V161ING $OND 8MAM.
<br />,PAIL.L I X 6' HOLE INTO E WAL.L6 24' OC
<br />AND EPDXY 1 9 REESAR FROM NSW BLOCK WALL.
<br />INTO EXiOTING BLOCK WALL. REOAR TO BE3 16'
<br />LONG WITH 6" DE At END TIED TO VERTICAL
<br />ROD N NeW WALL CELL.
<br />EX16TINNG WALL
<br />O9 VERTICAL ROD TIED AT TOP AN
<br />BOTTOM AND AT EAC14 ROO IN E6MEEN
<br />NEW WALL
<br />DR 6' WOLE INTO EXISTING FOOTINGS
<br />AND O I~3 REOAR FROM NEW FOOTIN"
<br />INTO EX16Tl TNGB
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<br />.ARIA ENG EEF2 Q INC.
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