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EXTERIOR FINISH (2) GOAT <br />STUCCO SCRATCH AND FINISH <br />(1) #5 VERT. REBAR IN FILL CELLS <br />25" MIN. REBAR LAP <br />4"X4" INSPECTION PORT @ <br />EACH FILL CELL (TYP. <br />IF STEM WALL REQUIRES MORE GRADE <br />THAN 6 BLOCKS, THE <br />ENGINEER 15 TO BE NOTIFIED <br />PROPERLY COMPACTED 501L z <br />CLEARED OF ORGANIC MATERIAL <br />AND TERMITE TREATED <br />20"X12" 5TEMWALL FOUNDATION <br />4 <br />W/ (2) #5 REBARS CONTINUOUS. <br />01 <br />51 <br />TYPE "5" MORTAR <br />W PT BASE NAILER <br />-3 1/4" WD BASE <br />-SHOE @ VINYL AREAS <br />bmil MIN. POLYETHYLENE VAPOR RETARDER <br />WITH JOINTS LAPPED b" AND SEALED <br />INSTALLED UNDERNEATH THE SLAB <br />5 BLOCKS MAX. ENTIRE WALL TO BE GROUT FILLED <br />OPTIONAL EXTERIOR YIALL SECTION <br />SCALE: 1/2" = 1'-0" <br />1/2" PLYWOOD OR 1/16" <br />0.5.B. PLYWOOD CLIP <br />REQUIRED <br />CONTINUOUS ALUMINUM DRIP STRIP <br />INSTALLED FOLLOWING THE <br />MANUFACTURER'S RECOMMENDATIONS <br />PRE-ENGINEERED ROOF <br />TRUSSES @ 24" O.G. MAX. <br />DESIGNED BY TRU55 <br />MANUFACTURER <br />FIBERGLA55 SHINGLES <br />OVER UNDERLAYMENT <br />COMPLYING W/ ASTMO 4669 <br />TYPE II AND TYPE IV <br />SEE <br />ELEVAT <br />ON <br />TOP OF <br />SEE ELEWAM <br />8"X1b" BOND BEAM W/(1)#5 REBAR <br />CONT. FILLED W/ 2500 P51 CONCRETE <br />8" G.M.U. TYPICAL ` <br />LIVE LOAD = 20 P5F <br />DEAD LOAD = 10 PSF <br />OUR-O-WALL CONT, EVERY <br />OTHER COURSE <br />EXTERIOR FINISH (2) GOAT <br />STUCCO SCRATCH AND FIN15H <br />.4 <br />(1) #5 VERT. REBAR IN FILL CELLS <br />25" MIN. OVERLAP. <br />4"X4" INSPECTION PORT @ <br />EACH FILL CELL (TYP.) <br />SOIL MINIMUM BEARING <br />2000 PSF GRAD <br />BOTTOM OF FOOTING MIN. 12" <br />BELOW FINISHED GRADE <br />24"X12" MONOLITHIC, SLAB, <br />W/ (2) #5 REBAR5 CONT. <br />01 YIArLL SECTION <br />51 5CALE: N.T.5. <br />1/2" PLYWOOD OR 1/16" <br />O.S.B. PLYWOOD CLIP <br />REQUIRED <br />GONTINUOU5 ALUMINUM DRIP STRIP <br />INSTALLED FOLLOWING THE <br />MANUFACTURER'S RECOMMENDATIONS <br />SEE ELE6'EAM <br />8"X1b" BOND BEAM W/ (1) #5 REBAR <br />CONT. FILLED W/ 2500 PSI CONCRETE <br />8" G.M.U. TYPICAL -- <br />LIVE LOAD = 20 P5F <br />DEAD LOAD = 10 P5F <br />OUR-O-WALL CONT. EVERY <br />OTHER COURSE <br />EXTERIOR FIN15H (2) GOAT <br />STUCCO SCRATCH AND FINISH <br />(1) #5 VERT. REBAR IN FILL GELL5 - <br />30" MIN OVERLAP <br />1 x2 PT <br />NAILER <br />—STD. 90 HOOK (SEE DETAIL) <br />SEE ROOF LAYOUT <br />FOR CONNECTORS <br />1/2" <br />DRYWALL <br />MIN. R5 INSULATION W/ 1X2 <br />—PT FUR STRIPS @ 16" <br />TYPE "5" MORTAR <br />�1x4 PT BASE NAILER <br />---3 1/4" WD BASE <br />/�—SHOE @ VINYL AREAS <br />4" SLAB ON FILL <br />GLEAN POISONED AND COMPACTED SOIL <br />(COMPACTED TO 95% MODIFIED PROCTER <br />PER A5TMD 1551) W/ bmil. MIN. <br />POLYETHYLENE VAPOR RETARDER WITH <br />b JOINTS LAPPED b" SEALED AND <br />INSTALLED UNDERNEATH THE SLAB. <br />PRE-ENGINEERED ROOF <br />TRU55EB @ 24" O.G. MAX. <br />DESIGNED BY TRU55 <br />FIBERGLASS SHINGLES <br />MANUFACTURER <br />OVER UNDERLAYMENT <br />COMPLYING W/ A5TMO 48b9 <br />TYPE II AND TYPE IV <br />SEE <br />ELEVAT ON <br />1/2" CEILING DRYWALL <br />--STD. 90 HOOK (BEE DETAIL) <br />SEE ROOF LAYOUT <br />FOR CONNECTORS <br />TYPE "5" MORTAR <br />GLEAN POISONED AND COMPACTED SOIL <br />4"X4" INSPECTION PORT @ (COMPACTED TO 95% MODIFIED PROCTER <br />EACH FILL CELL (TYP.) a PER ASTMD 155?). <br />_ 4".�LA9 01d FILE: • • . • .. , " " � j <br />��- �1 ' "• � ..; •�e• I I I L I I I I -III —III .III III .._III I I III- <br />III. �•' III- I-1II.— 1-1 I I I I1 11 I! 1 <br />24X24X12 GONG. PAD W/LLE-1 ' 1 1-1 1 <br />#5 REBAR EA. WAY <br />—111 1InI1 1II= <br />04 COLUMN AND ROOF SECTION @ BACK PORCH <br />51 5CALE: N.T.5. <br />5AlNED OR TOOLED <br />1/4" T. DEEP FILL9*0 <br />POLYMER-40LHITj <br />- G,FAI ANT_ I- <br />-J <br />GUT MESH @ <br />TO BE MADE WITj&h4* <br />OF PLACEMENT (25't00j;C5 <br />MAX.) <br />NOTE. HILTI 1/2- KWICK BOLT If W/ 8" MIN. <br />EMBEDMENT MAY BE USED IN LIEU OF <br />ANCHOR BOLTS OR EQUAL <br />(2) ROWS 2X6 BLOCKING @ THIRD. - <br />POINTS. (1) ROW @ 8' WALL U.N.O. 2X6 STUDS @ 16" Or, W/R-11 INSUL <br />2X6 PT BOT. PL. <br />51MP50N 5P1 @ BOTTOM <br />OF EACH STUD \ 1/2"0 MECHANICAL BOLTS @ 48" OG. <br />W/ 2"DX3/16" PLATE WASHER TYP. <br />4" THK GONG SLAB W/ bXb W1.4 <br />X W1.4 WWM OR FIBERME5H <br />- Q GARA6 F.F.E <br />-[ - \ n ELEV. -0'-4" <br />III".- GARAGE SLAB: 4" THICK GONG. <br />� I II III <br />I. <br />b MIL VAPOR BARRIER =III a nl- 1 -rl lii III=!I SLAB W/ bXb 10/10 WWM OR <br />11161, _ FIBER MESH ON b MIL VAPOR <br />"X1'-0" MONO FOOTING BARRIER <br />W/ (2) #5 RODS <br />�02' LOAD BEARING WALL @ GARAGE STEP <br />CJ. SCALE: N.T.S. <br />(2) ROW5 2X6 BLOCKING @ THIRD <br />POINTS. (1) ROW @ 8' WALL U.N.O. <br />SIMPSON 5P1 @ BOTTOM_ <br />OF EACH STUD <br />4" THK GONG SLAB W/ bXb W1.4 <br />X W1.4 WWM OR FIBER MESH <br />NOTE. HILTI 1/2" KWICK BOLT II W/ 8" MIN. <br />EMBEDMENT MAY BE USED IN LIEU OF <br />ANCHOR_BOLTS OR EQUAL - <br />2X6 STUD5 @ 1 b" Or, 2Xb PT BOT. <br />FL. <br />1/2"0 MECHANICAL BOLTS @ 32" OG. <br />W/ 2"DX3/1 b" PLATE WASHER TYP. <br />r Tq n- <br />�—III <br />I I III II 4 � �1111 III-T" <br />III=11 _ <br />� GARAGE SLAB: 4" THICK GONG. IIII I=Ill <br />� �illl SLAB kV bXb 10/10 "NM OR <br />6 MIL VAPOR BARRIER i2011 FIBER MESH ON b MIL VAPOR <br />V-8"XV-0" MONO FOOTING X BARRIER <br />W/ (2) #5 RODS <br />� 03\INT. LOAD BEARING WALL <br />C,1 /1 SCALE: N.T.S. - - <br />MASONRY COLUMN - - <br />(4) No.5 VERTICAL REBAR IN GROUT <br />FILL CELLS (TYP.) <br />No.2 TIES AT EVERY <br />6"Xb" - W1.4 X W1.4 OR FIBER <br />MORTAR JOINT (TYP.) - <br />4 <br />MESH <br />4" GONG. SLAB WITH bXb-W1.4XW1.4 <br />REINF. OR FIBER MESH & VAPOR <br />(3) No.5 REBAR OVER FOOTER <br />BARRIER <br />HORIZONTAL REBAR5. USE CHAIRS AT <br />3" EDGE DISTANCE (TYP.) <br />-_ <br />47R_ <br />_I <br />6 MIL MIN. POLYETHYLENE VAPOR <br />-J <br />— <br />RETARDER WITH JOINTS LAP 6" AND <br />-1=i==1 <br />C1 <br />= I I_I t _ <br />I —I SEALED INSTALLED UNDERNEATH THE <br />2, <br />SLAB <br />W (3) No.5 REBAR EACH AY W5ITHIN <br />RIP <br />FOOTER OVER CHAIRS KEEP 3" EDGE <br />PROPERLY COMPACTED 501L CLEARED OF <br />DISTANCE (TYP.) <br />ORGANIC MATERIAL AND TERMITE TREATED <br />MA50NRY COLUMN DETAIL <br />�05 <br />\ 51 SCALE: N.T.S. - - - <br />b"xb" INl A X N1.4 V4.1N.F <br />— � !� - r . ' • --i r-rn - m ._ •m-- i-r-r=rrt � �i rrIII <br />— <br />1 _ <br />— I- III--III—iIi <br />-I—III III -1 1.1 I <br />1 #5 CONT. <br />COMPACTED FILL <br />]WI : 11I __III —I I I I I I- <br />1-111--=1 L 1 VAPOR BARRIER (b MIL) <br />12" <br />THICKENED END SLAB <br />CONTROL JOINT SLAB ON GRADE <br />1 01 <br />51) <br />o BELOW FIN15H FLOOR <br />z t <br />} <br />ku <br />i 2% SLOPE <br />� r <br />l <br />04.\ry <br />Ztu <br />-- ,umT. <br />} <br />- v � cv r <br />! z <br />m ! �tuL� <br />4 <br />N irLoa0 <br />Z �=iEL v <br />w u1i�n� <br />w V�AzQu1 <br />v z zzQnF- <br />uw o � (3, uj I U W .� <br />N>oda ' <br />OL <br />o D � <br />! ug d <br />d? R <br />`x <br />fV �` <br />CV Y <br />i <br />f: <br />m <br />m <br />o ! <br />m <br />Z <br />O <br />IT - <br />IQ O <br />zZ <br />z <br />r <br />''r: <br />Z <br />OU <br />a <br />Q <br />Id Lu <br />o? <br />_m <br />K <br />o <br />m <br />01 <br />x <br />/ 0 1 <br />4 54 4 -- 4 4' <br />1 8' <br />BELOW FINISH FLOOR <br />5000 P51 CONCRETE SLAB W/ FIBER <br />ADDITIVE ON 1 b MIL. PLASTIC V.B. ! <br />LAPPED 6" AND TAPED OVER GLEAN, <br />COMPACTED AND TERMITE TREATED <br />FILL DIRT. STEEL TROWEL FINISH. <br />2% 5LOPE ! <br />02 1/2" MECHANICAL BOLT @24" O.G. ! <br />51 MAX W/ 2" SQUARE WASHER AND Y <br />NUT (TYP.) <br />DROP lD00 -`�• <br />R__-- -- --R-- ------ -- <br />GONT <br />JOINT <br />_ FINISH FLOOR ELEVATION ; <br />LOW WALL <br />2500 PSI CONCRETE SLAB W/ FIBE <br />ADDITIVE ON 16 MIL. PLASTIC, V.B. <br />LAPPED b" AND TAPED OVER CLEAN, <br />COMPACTED AND TERMITE TREATED <br />FILL DIRT. STEEL TROWEL FINISH. <br />2500 P51 CONCRETE SLAB W/ FIBER <br />r ! ADDITIVE ON 1b MIL. PLASTIC V.B. <br />LAPPED 6" AND TAPED OVER GLEAN, <br />x ; COMPACTED AND TERMITE TREATED <br />FILL DIRT. STEEL TROWEL FINISH. <br />o kn I m <br />CONTROL <br />JOINT <br />CONTROL <br />JOINT <br />03�, ! <br />R <br />Uj DROP 0'-4" <br />UO � BELOW FINISH FLOOR <br />J <br />- - - -� <br />r 3 -4— <br />t \ �(( 01 _ 15'-4 ' - - - 14'-8" <br />\S1) <br />SCALE: 1/411 = 1'-0" <br />O <br />U Q <br />Q q q £ <br />� /;; W c <br />00 <br />�qv �6� <br />Fr Z e <br />o <br />V44 <br />�v�-,W W�a <br />W � W <br />U � r', <br />W <br />Ov�q <br />W 1 <br />CC <br />(o <br />V <br />J <br />ury)3z <br />�W <br />Q N <br />W <br />kD Ln <br />Mm00 <br />M 00 <br />LUrn <br />^� <br />3 a 00 00 <br />In < <br />00 <br />I� <br />- U tl, <br />cf <br />�z <br />J+k Un <br />Ii iiIII LVU <br />�z <br />51 <br />ii� �� • � I!�i z v <br />- I I <br />i <br />II QQ <br />Ii`1 <br />SHEET TITLE <br />OUNDA TION PLAN <br />JOB No. <br />221-22 <br />DATE: 10/29/2020 <br />SHEET No. <br />