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V U <br />O <br />V <br />I <br />' I <br />VJL CLG <br />I <br />M <br />, J <br />L CLG O <br />QJ <br />LLJ <br />I <br /><Iun- <br />L <br />^Z <br />N <br />BEDROOM 3 <br />i <br />= <br />8' CLG <br />I <br />Ln _i <br />( <br />t <br />23'-6' _ <br />. I <br />M <br />�- <br />+ <br />i2'-8' <br />CIOo <br />N <br />I <br />N <br />—F 2-0 <br />I <br />U) <br />0 <br />I <br />2-6 <br />A/H 2 4 iA 1-7 <br />``1 <br />QN <br />8" WALL <br />i <br />t 1 <br />LL_ <br />m ! <br />"' <br />ARCH <br />7LDV <br />n <br />Z <br />, <br />zo <br />I Icn <br />_ tarp <br />`- ` <br />L4'_p" ; <br />8'-0" 3 <br />I <br />"' <br />J <br />I-� A L co <br />A'j <br />11 <br />( I <br />+ <br />B A , N <br />8' CLG <br />- <br />3'2' <br />5,-0- <br />2-8 <br />SOLID SELF- <br />COR CLOSING <br />0 <br />18._0. <br />2-6 <br />1 <br />o, <br />' O YL R <br />1 1 <br />9'4" CLG <br />/ s <br />k <br />I <br />1 <br />1 <br />I <br /><Lm� <br />3-0 <br />+ <br />r <br />I <br />Ll UNTE <br />ATTIC <br />E3 E E R 0 V 2 <br />I <br />4'_6' <br />ACCESS i <br />8' CLG <br />—) <br />O II <br />10'-6' <br />( <br />_I <br />N <br />SILL 17" AFF <br />` -R v <br />v A R A v <br />SH 35 , <br />14 -2' <br />_ <br />E COL. <br />III <br />CONTINUOS DBL 2x4 <br />2x10 HEADER POST (TYP) <br />+ <br />E COL <br />9'-4` <br />8'-8' <br />♦ <br />L1 LINTEL MINIMUM 16'x7' OHD + <br />+ <br />7' MIN FROM GAR FLOOR TO BOT OF PRE -CAST <br />18'-8' <br />l'_8* <br />16'-0' <br />l'-8' <br />0. 1 <br />FLOOR PLAN 1/4"=1' <br />1/4- TAPCONS W/MN. 1 <br />.- 1/2- EMBEDMENT - <br />24O.C. (MAX) W/ 1/4 <br />i" <br />TAPCON ON EACH 570E <br />_ OF COLUMN WITHIN 6' <br />NOT TO SCALE , •' •- K.O. COARSE -� -, , ,/2? rwMm4 OPEN BACK = w/ #;o oPv+ sBACK <br />LINTEL SCHEDULE = ; _ V v f `C 7 E>vem�m�T (TYP.> S 0 24- o.c. (MAX) <br />UNTEL SIZE REINF L1 G A -� v = L L <br />L1 8 x 16 1- T&B - <br />K.O. COARSE K.O. COARSE ALL CELLS, K.O. & a ~ K W <br />L2 8 x 24 1 T&B %� '� %� <br />—#5 ~- P.C. LINTEL FILLED / =,: ': ,. , F TYP. SCREEN HALL <br />- :'i ATTACHMENT DETAIL <br />L3 8 x 32 1- T&B ALL CELLS, K.O. & ALL CELLS, K.O. & w/3000 PSI CONC -� v a a NOT To SCALE <br />*PRECAST LINTEL, (1) #5 REBAR IF _ P.C. LINTEL FILLED P.C. LINTEL FILLED -� - A - L CONC. ATTACHMENT Doti <br />OVER 6' NO REBAR REQ'D IF LESS �-` w/3000 PSI CONC �,.• w/3000 PSI CONC �r u = J DET �L To NETS. <br />THAN 6' P.C. LINTEL P.C. UNTEL P.C. LINTEL <br />2x SUB FASCIA - <br />ALUMINUM <br />DBL 2x4 PT POST <br />(WRAPPED) <br />SIMPSON AB 44 POST <br />ANCHOR (OR EQUAL) <br />J <br />I 4' THICK REINF. CONC. SLAB <br />2500 P.S.I. W/ FIBERMESH <br />BX12 STEP-DOWN FOOTER <br />NO REBAR REQUIRED) <br />+ <br />I STEP—DOWN <br />TOOTER DETAIL <br />NOT TO SCALE <br />I4' THICK REINF. CONC. SLAB <br />W 2500 P.S.I. FlBERMESH 8x8 <br />M 0 TOOTER (NO REBAR ROD.) <br />g^ I, <br />THICKENED EDGE <br />I <br />NOT TO SCALE <br />I <br />I♦I <br />I <br />I <br />I <br />II <br />— � <br />I <br />— + <br />+ <br />r� <br />2- �hGtL <br />3 TAB FIBERGLASS SHINGLES ON 151 <br />FELT. 1/2- COX SHEATHING OR 7/16' <br />O.S.B. - 8d NAILS O 6' o.c.-1 <br />'ROOF PITCH <br />PER ELEVATION <br />F GABLE M. ANCHOR s <br />TO BEARING BEAM ■TH <br />USP FIT 10 (OR EQUAL) <br />0 48' O.C. <br />DBL 2x10 WITH J4' CDX SANDWICH} <br />BEAM, WRAPPED. ATTACH TO <br />MpA�SONRYY WITH SIMPSON <br />MOH.4 59/94fi (OR EQUAL) <br />-SIMPSON ST18 <br />(OR EQUAL) <br />ALUM. WINDOW <br />(SIZE PER PLAN) <br />PRE -CAST CONC. SILL <br />SIDING IF NO�Q-��� <br />ON ELEVATIONS �� <br />15 BAR DOWEL w/10' STD _ 1 a <br />i HOOK (LAP MIN. 25' w/ <br />VERT. REINF. BAR <br />PORCH WALL SECTION <br />NOT TO SCALE <br />SIMPSON HETA20 Y EA <br />END OF EA TRUSS <br />(OR EQUAL) <br />R-19 BAT. INSUL MIN. <br />E-ENGINEERED <br />BUSS (BY OTHERS) <br />'r GYP CEILING BRD <br />a -LINTEL 8L */1 I6 Eft. <br />FILLED w/3000 PSI CONC. <br />PRECAST CONC. LINTEL <br />w/1 - #5 CONT. O SPANS <br />6'-0' AND GREATER <br />1/2- GYP. BRD. O WALLS ON <br />tx2 PT FURRING STRIPS 0 24- <br />o.c. w/R4.2 MIN. INSUL <br />3 1/2' CONC. SLAB w/6x6 <br />#10 W.W.M. OR F18ERMESH <br />SIMPSON ST18 <br />(OR EQUAL) <br />TO OPPOSITE CORNER <br />581. 214 PT <br />a (! + <br />POST, WRAPPED <br />Q I' <br />0 0 <br />PORCH POST/ <br />! <br />N 0 <br />BEAM DETAIL <br />u N i ; <br />NOT TO SCALE <br />OVERHANG VARIES <br />PER ELEVATION <br />DBL 2x4 PT POST 5' <br />L.C) <br />PORCH POST/ <br />SLAB LOCATION <br />NOT TO SCALE <br />r <br />DATE <br />PLANS <br />TRUSS STRAP. PER <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />GENERAL NOTES <br />ROOF PITCH <br />FELT, 1/2- COX SHEATHING OR 7/16- <br />ROOF PITCH <br />PER ELEVATION <br />O.S.B. - 8d NAILS O 6' o.c. <br />PER ELEVATION <br />SIMPSON HETA20 O EA <br />PRE-ENGINEERED TRUSS <br />END OF EA TRUSS <br />BY OTHERS) <br />PRECAST UNTEL W/(1) 15 <br />(OR EQUAL) <br />(T&B) CONTINUOUS SPAN <br />Y <br />R-19 BAT. INSUL MIN. <br />BETWEEN COLS. W/ MIN. <br />2x SUB FASCIA / <br />(SEE ENERGY CALC.) <br />8' BEARING SURFACE EACH <br />GYP CEILING BRD <br />END CAP <br />J/ <br />ALUMINUM SOFFIT - <br />LINTEL BLOCK w/1 15 CONT. <br />n <br />(ASTME84) <br />FILLED w/3000 PSI CONC. <br />PRECAST CONC. LINTEL <br />ALL CELLS THAT FLOOR j <br />w/i - #5 CONT. O SPANS <br />PLAN INDICATES REBAR L'i <br />6'-0- AND GREATER <br />SHALL BE CONCRETE w <br />FILLED rr <br />Ui <br />d <br />ALUM. WINDOW <br />FOOTING DOWELS: <br />(SIZE PER PLAN) <br />1/2- GYP. BRD. O WALLS ON <br />2-#5 EMBED. 6- <br />CMU COLUMN O FRONT/ <br />1x2 PT FURRING STRIPS O 24' <br />MIN. INTO FIG. <br />REAR PORCH W/#5 <br />o.c. w/R4.1 MIN. INSUL <br />W/ W/ 99 HOOK <br />VERTICAL- (COLUMN HEIGHT <br />PER ELEVATION) (COLUMN <br />SIZE 6: REBAR PLACEMENT <br />PRE -CAST CONC. SILL <br />PER FLOORPLAN) <br />` <br />STUCCO FINISH <br />3 1/2' CONC. SLAB w/6x6 <br />(SEE FOUNDATION PLAN) <br />110 W.W.M. OR FIBERMESH <br />15 BAR DOWEL w/10' STD. <br />MASONRY <br />COLUMN DETAIL <br />HOOKVERT. (LAPREINMIN. 25' w/ <br />NOT TO SCALE <br />- <br />FIN. FLR. <br />ELEC LEGEND <br />SYM. <br />DESCRIPTION <br />SINGLE POLE SWITCH <br />THREE WAY SWITCH <br />J4 <br />FOUR WAY SWITCH <br />Q <br />11OV RECP. <br />110V DUPLEX RECP. <br />220V RECP. <br />110V GROUND FAULT INTERUPT <br />HALF SWITCHED DUPLEX RECP. <br />LIGHT FIXTURE <br />® <br />RECESSED UGHT FIXTURE <br />O <br />JUNCTION BOX <br />EXHAUST FAN <br />® <br />EXH. FAN/LIGHT COMBINATION <br />' <br />TELEPHONE JACK / CAT 5 <br />SD <br />SMOKE DETECTOR <br />S�C <br />COMBO SMOKE/CARBON MONOXIDE DET. <br />O <br />TELEVISION OUTLET <br />4))) <br />SPEAKER WIRE <br />OTHERMOSTAT <br />TYPICAL CMU WALL SECTION <br />NOT TO SCALE <br />EXISTING <br />UNDISTURBED OR 4' THICK REINF. CONC. <br />ENGINEERED SOIL SLAB W/ 2500 P.S-I. <br />.:. I FIBERMESH 12X18 BELL <br />r' r 1 FOOTER. <br />(2)-#5 REBAR r all <br />it <br />ALT MONO FOOTER <br />DETAIL <br />