Laserfiche WebLink
f LINT`: <br />WAq it i Vj4W ftolI aN <br />'I" WAN <br />CONrIFi t3 U LINTEL <br />p <br />pOWER� AtEEL <br />OOX LINTEL <br />. t <br />t <br />4,41 Pitt (UN uip) <br />1010 PLC L -2 <br />986! PLF <br />f LINT`: <br />WAq it i Vj4W ftolI aN <br />'I" WAN <br />CONrIFi t3 U LINTEL <br />° POWER` STEEL <br />pOWER� AtEEL <br />OOX LINTEL <br />4,41 Pitt (UN uip) <br />1010 PLC L -2 <br />986! PLF <br />3433 F�LP f UNFILLED) <br />6626 Pt$ L -2 <br />8830 PLF <br />T' • 8' <br />2011 PLF 1 UNFILLED) <br />52" PLR L -2 <br />5349 PLF <br />N <br />2332 PLP ( UNFILLED <br />4506 PLF L -2 <br />. 4613 PLP <br />W <br />V <br />UNFILLED) <br />3535 " ' L-2 L -2 <br />3699 Pv <br />r <br />1614 PLO l UNFILLED) <br />3134 PLO L-2 <br />3288 PLF <br />3' 2' <br />7139 PI + <br />7146 PV L -2 <br />2864 <br />6',- 2" <br />1711 Pv M <br />1298 PLF L -2 » <br />2400 PLF « <br />1981 PLO » <br />2425 PL L -2 « <br />2i14 PLF « <br />tQ <br />1123 PLP « <br />1169 PLR L•7 M <br />1213 PLP « <br />9' • 2 <br />3489 PLF "' <br />?30 PLP L -2 « <br />1984 PLF « <br />10' • O <br />1354 PLF « <br />3414 PV L -2 a <br />1619 PLF « <br />1325 PLiP L -3 a <br />PT10 F'Lt� <br />1230 PLP L -2 « <br />1629 PLO « <br />(� N <br />O <br />1116 PLF L-2 « <br />150 PLP « <br />12'< • 9R <br />1044 PV « <br />1116 PLP <br />5436 PLP « —� <br />!3' <br />198 P1.F » P <br />13a1 Pv : W « CL - 1 <br />1364 PLIN <br />14' - 0' <br />IM PLA » P <br />1321 ftP L -2 « 6L - 1 <br />r199 PLP « <br />1152 .o P <br />1048 PLP L -2 '+ SL - 1 <br />1131 PLO « <br />i <br />101,E 'PEA P <br />82$ PLiII` 4.2 » 6L - 1 <br />960 PL.R « <br />1Q' ' S' <br />9t1, Pi N P <br />110 PLP L -2 a SIB - I <br />893 PLF « <br />2Q' Q" <br />916, Pl�i� P <br />629 PLF L -2 « SL - 1 <br />184 PLF « <br />2y <br />PtA _p P <br />523 PLP L -3 « 6L - 1 <br />606 PLP « <br />c <br />- ESEJOT06, RE0Ajt X PLAC.pO IN,POTTOM CQUI28E AND <br />16, 00jo I°)E'AN POUREp SOLID OT14 1500 1061 CONGRaTE. <br />« f* - p T $ PAE! OTAE66p {J LdNTEE. yJITH 0 9 REAR X C;QNT. <br />PLACED IN 40TTOM CQURSE 1 i0' UEEP 60-AM POURED &XID <br />WITH 2500 PPSI COHGRRI'� <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSEN WIT i 05 HORiZONXAL <br />RWAR TIED TO ALL VE=RTICAL RODS <br />*'4 <br />BOX O TEEL LINTELS OVER ALL WINDOW <br />AND POOR OPE NING6, NO 0 5 REBAR <br />#, REQUIRE© ON BEAMS UP TO 34'O" <br />• WITN NO MORES THAN 6061.88 PLF <br />OPTIONAL, P OWER E 30 LINTEL. DETAIL <br />e" X 8" X 16" KNOCK OUT BLO <br />TOP COARSE[ WITH 1 #5 HORIZONTAL <br />'All RWAR TIED TO ALL VERTICAL RODE <br />8" X 8" X 16" KNOCK OUT BLOCK <br />-T— EVER POWER STE EL L WITH <br />- 1 EACH *5 REBM IN THIS COARSE: <br />WP N SPAN OF LINTEL iS OVER 12'4" <br />OPTIONAL POWER 6TIE5L LINTE DETAIL <br />6" X 8" X 10" KNOCK OUT BLOCK <br />TOP COARSE WITH i M5 HORIZONTAL <br />All REBAR TIED TO ALL VERTICAL RODS <br />8 pRE0A8T LINTEL BLOCK <br />OVER ALL OPENINGS, i EACH <br />o. 5 REBAR IN THIS COAR8E WHEN <br />SPAN OF LINTEL OVER 5'2" <br />'00TION44,4 WANOARD PRIE0A8T OSTAIL <br />PORfZONTAL LINTEL 0 5 REBAR <br />1 <br />p HO QK IAF e M <br />- - RE6Ai2 LAI* 6RttltL$ <br />cA 11b No L1AI'yII.ITY itarl� grrD THJ21Ot2ET <br />lilA AtO OFF04 AE64haq koH A!-�. Cf�JM9i LOSSE4� At�Q <br /># ATfQX, ARi91E9C{r Gut bl! R6U1- TITSiN TFI <br />y fi g T} 1 ? 1> { � / � , A , l t }i � ATT i iP � l3 p iQ � ViDIIE kilt FAA 49 6i 6TR T10N <br />WILL Not kilt L FO f <br />►'AI,..,� T <br />1/2' COX OR 1116' 060 ROOF SHEATHING <br />NAILED 6' OC ON ALL EDGES AND IN THE <br />FIELD WITH 80 NAILS,, USE ST EEL PLYCLIP6 <br />AND 615 FEET WITH SHINGLE$, RIDGE VENT <br />AS REQUIRED <br />USE (1) S HETA20 TRU66 STRAP <br />POURED IN LINTE AT ALL TRUSS ESEARING <br />LOCATIONS DtCEPT AS NOTED ON TRUE$ <br />PLAN. FILL ALL NAILS HOLES WITH lOD X <br />1 1/22' NAILS <br />EN6 VEERED ROOF <br />TRIU88E8 24" CC <br />MIN R -22 INSULATION <br />M ALL ATTIC AREAS <br />2X4 OR 2X6 WOOD 8U0 WITH v 1/2" CEILING TYPE GYPSUM BOARD <br />ALUMINUM SOFFIT AND FAC$1A <br />TRIM <br />6E9 UNTEL CHART SINGLE BOND BEAM WITH (1) 0 0 <br />REBAR CONTINUOUS TIED TO ALL <br />VERTICAL ROD$ <br />ALUMNI B.H. WINDOWS <br />3/4" P.T. FURING WITH 3/4" TUFF R <br />INSULATION BOARD AND 1/2' GYPSUIM <br />MASONRY SILLS <br />TYPICAL 4' CONCRETE BLAB WITH WIRE MESH <br />OR F115ER MESH AND 6 MILL V18QUEEN OVER <br />O BLOCK WALL 8'O" IN HEIGHT CLEAN COMPACT TERMITE TREATED BOIL <br />DECORATIVE CEMENTITOUS F(N18H <br />16 X 12' FOOTINGS WITH <br />(2) #S REBAR ON CHAIRS <br />0 5 VERTICAL RODS FROM <br />GROUND WIRE TO FOOTINGS TO BOND BEAM <br />FOOTING REBAR WITH 24" LAP MINIMUM <br />BOTTOM OF FOUNDATION <br />MINIMUM 12" BELOW GRADE <br />8 0 BLOCK WALL. DFStAIL. NOT t0 SGAL5 <br />6EN FLc <br />PLAN <br />PORCH 6LAE3 <br />--------------- Y- <br />a a A <br />PRE -ENG, TRUSSES <br />SIMPSON Wo <br />W /8-8d TO TRUSS <br />1 TO BEAM <br />SIMPSON AC4 MAX POST TO BEAM <br />ANCHOR 8- 160 NAILS TO POST AND <br />Q -160 NAILS TO BEAM <br />4' X 4' P.T. WOOD POST <br />SIMPSON AOU44 W/ 12 - 16d COMMON$ <br />TO POST - (1) 5/8" X 6" ANCHOR BOLT <br />MUST HAVE 2" MIN CONCRETE EDGE ON <br />ALL SIDE OF P06T ANCHOR <br />12' X 24' X 24" PAD WITH <br />3 EACH •5 REE3AR EACH <br />DIRECTION. CENTER PAD <br />ON POST <br />P06T / BEAM DETAIL <br />4' CONCRETE 5LAB <br />N1N. 2500 P81 <br />OVER TREATED <br />COMPACTED FILL <br />2 - REBAR <br />ON CNAR8 <br />$° HLOCK WALL <br />NO VERTICAL REBAR <br />r <br />N <br />FIRE WALL MONO. iNT BEARING F=OOTING DETAIL <br />O ■ O <br />cA <br />9 <br />an' n" <br />FOUNDATION 4 FLrUME31NG rLAN 1/4 11 2 1 <br />ALL FIXTURE LOCATIONS MUST BE VERtFED FROM FLOOR PLAN <br />AND 'S THE RE6PON6 BILITY OF PLUMBING CONTRACTOR TO PLACE <br />FIXTURE$ IN CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A <br />STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT <br />APPROVAL FROM ENGINEER OF RECORD. <br />ARKA*v'1 NC"D,4Wk?4G INC. <br />3t <br />f <br />RJCHAZgD L KIf-D Y P. <br />FLOR LICE N611 MR 31296 <br />i HEROY CERTIFY THAT THE69 PLAN$ AND $PEGIFICAtIONB <br />WA6 PREPARED 15Y M$ OR LME q MY D1REGt 6UPEERYI6ION <br />ARE IN CONIPLIANG$ WITH tH{2 FLOkIPA E3UIL.DING CODE 2001 <br />FC14 50 MP14 ( 3 SECOND GU8t ) WIND ZONE - 90 MPH FA9TE6T <br />BPEED <br />0 <br />ti <br />tV <br />Z <br />a <br />0 <br />ti O <br />N � <br />N <br />2 <br />W <br />V <br />r <br />N � <br />s <br />IL <br />ul <br />tQ <br />4 <br />Q � <br />(� N <br />O <br />z <br />Q <br />Q <br />V� <br />1 <br />. <br />z <br />m <br />v <br />N <br />UNIT •i <br />LIVING 816.0 <br />ENTRY 42.6 <br />TOTAL 858.6 <br />UNIT 0 2 <br />LIVING 800.0 <br />ENTRY 20.0 <br />TOTAL 820.0 <br />TOTAL 1618.6 <br />2 OF: 4 <br />ARKAY N 703 <br />