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HomeMy WebLinkAbout0212.95.4—1ml 4 ICI 2nd Fl. �c TOP OF KNLL; SEE: fZ/o_E 4 EAVL DETAILS - -- MIN. R - -'8 BAIT OR BLOHN -IN IN5UL ['7 -MIN. R -Iq BATT INSULATION f�l I /2" G.W.B. ON b MIL. POLY f VAPOR BARRIER 3/4" FLOOR 5HEATHIIJG OLUED 4 5GREWED )OR (IF APPLICABLE) 2x10 FLOOR JOISTS 4 16" O.G. MAX. OR FLOOR JOISTS AS PER PLAN 1 T- �el el c� It'ra - i 4r4 1 l' L i1 V G.W.B. CEILING - - -- 2) 2xl2's WITH 1/2" PLI'WOOD PLATE T'r'PIGAL WINDOWS, SCE PLAN FOR SIZE AND LOCATION J MIN. 3 1/2" x 51/2" x 5/16" 51 EEL ANGLE LINTEL -OPED RON -OGK 511 L — l -- SIDING At1D TRIM PER ELEVATIONS _ o x4 5TUD5 6 I6" O.G. F- 1 /E� MIN, 2x4 TREATED PLATE WITH 1/2" ROUND ANCHORS m 48" O.G. 3/4" FLOOR SHEATHING MIN. 2xb TREATED PLATE ON FIDEROLA55 SILL SEAL THRU- NA':.:_ FLA5HING �- RIGID iiZ41LATION MIN. 8" FOUNDATION KAl_I. WATERPROOFING A5 REQUIRED MIN. 4" G "iNGRETE SLAB OVER b MIL. POLY VAPOR BARRIER OVER 4" GRAVEL FILL — PxPAN510N JOINT MATERIAL TYP. RAKE SIDING; FRONT ELEVATION ONLY Ix?, RAKE ON 2X6 LAP[, R- - IxB RAKE ON 2xb BLOCKING -- Ix8 5OF F I T - - - -- \ Ixb FASCIA ON 2x4 BLOGKIH - - -�-- Ixb FA5GIA �(-- 51DItJG BRICK T) P. RAKE TYP. RAI :E 9 SIDING ® MASONRY 1 1 -n" NOTE: SEE Al-50 ELEVAIION5 FOR GONDITION5 NOT 5110k1N I1CRE. BRICK VENEER; PROVIDE KALL TIES, FLA5HIN5 AND WEEP5 PER INDUSTRY STANDARDS �7 -=T ,1 i B I— RIGID INSULATION -- - - — 4" PERFORATED DRAIN —�` ,��__�• (2) #5 BA.R5 CONTINUOUS - -- TYPICAL BASEME=NT TYPICAL B/�,SEMENT © SIDING . @ 1`111ASONRY NOTE SEE SEGT!ON5 /LLCvA1 -IONS FOR CONDITIONS NOT SHONt4 HERE (2) K5 13AR'3; GONT. / dJl TYP. TNIGKENED SLAB UNDER BEARING WALL5 ::lc!:-�Jgn Loads: GORNER 1 F GORI4ER TF SIDING TYP. CORNER TYP. GOR.t`lE" BRIGK @ SVING r 1 00, 40 P5F LIVE LOAD 10 P5F DEAD LOAD R0Of _ 50 175E LIVE LOAD 10 DEAD LOAD RoU h Gar' cntr I THE CARPENTER SHALL CAREFULLY LAY OUT AND t:Rf =G-T ALL 5- iRUGTURAI_ MLM13t=RS Or' ROUc,H GARrI_HrRf, FRAr­`ING, JHCArIW i, AND DRIDOINO ALL ML "MLCR�i SI +ALL BU PROPERLY 1`1_0ME3LD, LE'VLLD, AND BRACED UNT IL_l_ ALL 51 RUC-TURAL CONNECTIONS ARE IN Pl_AGE=. A 51jt-FIGICNT NUMBER OF NAILS, SCRCN5, AND E3OLT5 S,IALL DC USED TO IN5URE: THC RIGIDITY OF THE: GON'D T RUCTION. (" RAt -111dG L.UMl3CR SHALL CONr 0Rr -1 L'dITH NATIONAL CC31GN 5r EGIFIGATION5 FOR 5TRE55 ORADC LUMBER A`JD IT5 FASTENINGS, JO15T5 AND ALL OTHERS, tio 2 DOUGLAS FIR LARGH OR YELLOW PINE Fb 1450 p5I F "c 1000 p!51 C 1,160,000 p5I 3 ALL FIR5T FLOOR SILL PLATES, GRAHL SPACE FRAMING, AND STRUCTURAL MEMBERS EXP05ED TO 1 +CATiIt :R SHALL BE V40LMANIZ_ED F'RESSURE TREATE=D. ROOF TRU55 DESIGN, SPE5IFICATION, AND ERECTION PROCEDURE TO Ear SUPPLIED BY' THE TRUSS MANUFACTURER 5 t -11GR0 -LAt -1 E3EAt -1 STF�,JGTUF:AI_ PROPERTIES: Flo - 2800 pal Fc. = 2100 p5I E = 2,000,00o p-I 6 f -'RO ✓IDE DIAGONAL DRAGING AT ALL EXTERIOR GORNt:R5. 7, FRAMING OVER GIRDCRS AND BCARIHI- PARTITIONS. J015T5 MAY E3E BUTTED TOGETHER OVER THE CENTER Dt:ARINF, f RovIDCD JOISTS ARE TIED TOGF -THER, OR JOISTS MAY BC LAPPED AND NAILED TOGO J HER. MINIMUM LAP, 4 INGHE5; MAX OVERHANG, 12" 8 FLOOR JOISTS SHALL BE DOUBLE UNDER LAGH PARALLEL PARTITION. 9 BRIDGING, MAXINUNI SPAGIt40 10', BRIDGING SHALL E[: GRU55B3RID61NG USING I.C3 INCH E30ARD5 OR 50 _iD PRIDGING OF JOIST DIMENSION. 5Er 50LIO BRIPOINC5 IN AN OFFSET FASHION. 10. NQ•LL 6 PARTITION FRAMING. UNLCt35 OTHERNISE SHOWN SPACE 51UD5 0 16" O/G DOUBLE STUDS AT OPE1tING5. CON5TRUGT- PARTITION CORNERS NITH NO LESS THAN 3 FULL Milt- 1BERS. NALL5 AND BEARING PARTITIONS `HALL HAVE DOUBLE TOP PLATF5 PLATES RE5TIN5 ON MASONRY OR CONCRETE 50ALL BE ANCHORED KITH BOLTS. 11 G!_UC SUB -FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE= LEAD TO FRAI-11NG AND ALONG PANEL rJGES, tNAIL H/ IOD NAILS ® 12° O/G 12. f ROVIPF NAILERS, NAILING TRIPS, AND G-ROUNr'S A5 NCGES5ARf AND F'IGIDLY 5EGURE IN PLATE FC''? ATTACHMENT OF TRIM, FINISH, AND OTHER WORK. 13 JOIST F?ANGER5 ® ALL FLUSH CE.AM3 SHALL PE t -11N. It, GA GALV, STEEL, AND PROPERLY 51ZLD TO ACCEPT JOISTS WOOD TRUSSES OR RAFTERS —� MAINTAIN MIN. 2" AIR SPACE IN5UL., TO DECK - - -- - - -- —� MATCH SAVE HEIGHT ® ALL PITCH CONDITIONS OAL\/. MTL. DRIP IX8 GUTTER PRO. ON 2X(o CONTINUOUS DLOCKINO— 3/8" PAIN. SOFFIT W/ b "X12" VENTS 0 4' -0' O.G. - -- -- IX8 MIN. ON IX6 E3LOCKINO Ix8 f-11H. ON GUT 2X6 alb" O.G. ON IX6 BLOCK 1/2" EXTERIOR 5HEATHIN0 - - - - -- -LAP 51DIN0 MA5ONRY VENEER - - - - -- TYP, SAVE SIDING 12_11 MIN. •T1 Al .i 7Y1`1. E IVVE © MASONRY NOTE: RAKE d SAVE DETAIL5 5HOViN REPRC5ENT GENERAL 5r HEMAT I CONDITIONS ONLY. REFER TO ELEVATIONS AND /OR SEGTION FOR REOUIRLa EW-5 NOT 511ON1. I Lrercu�r �,o��F:t I%b' iJ.tit�a Bxuti C" aacal. IXG ut.,K rKlr1\ j'L��lI�4 -' i1f� G11vrn+ hA ii[•t: NIKE -�'R- vA}rI1- )- ` -.Izt ItFZ.ft 4_l. M- Cvr SnK t� 00a cr P.jtca{ W ipm VAP�gS y 1 — � f.alc`, r"FaoK "- I% slc e I" 4rA1 t' dour 40 trot -1) Q� _I �. ca u�T Tt' wI iH -- !�ot -171 N �a -r� U4 y,/N..L- n 1 � I 0) -A II\ 10 t�iHf 94