Loading...
HomeMy WebLinkAbout0213.95.8TOP OF V1ALL; SCE: RA1,L= / EAVE DETAIL5 - -- - 1I�7 MIN. R -�_'8 BATT OR BLOVIN -IN IN5UL. -MIN. R--19 BATT INSULATION f. T 1/2" G.W.B. ON b MIL. POLY f VAPOR BARRIER f f. f f' f- I'7 3/4" FLOOR SHEATHING OLUED d 54, -RE 2nd FLbOF? (IF APPLICABLE) 2x10 FLOOR J015T5 ® 16" O.G. MAX OR FLOOR JOISTS A5 PER PLAN .z t 11 V G.W.B. CEILING - -- Y - - -- 2) _1x12'5 WITH I/2" PLYWOOD PLATE - TYPICAL WINDOWS, SEE PLAN FOR 51ZE AND LOCATION MIN. 51/2" x 51/2" x 5/I1b" 51 EEL ANGLE': LINTEL OPEC) ROWLOCK SILL — - '_ OPEC) ACID IRIM PER ELEVATIONS o x4 5TUD5 ® 16" O.G. ---_ f F- ��� MIN. 2x4 TREATED PLATE WITH 1/2" ROUND ANCHORS J� 4b" O.G. 3/4" FLOOR 5HEATHIN6 — MIN. 2 b TREATED PLATE ON NI RURWALL5LA5HIN6AL - RIGID INSULATION MIN. W FOUNDATION WALL TERPROOFING AS REQUIRED >� MIN. 4" CON( RE-TE SLAB OVER b MIL. POLY VAPOR BARRIER I 1 OVER 4" GRAVEL FILL LEXPANVON JOINT MATE 1 7. Y TYP. RAKE SIDING; FRONT ELEVATION ONLY Im Ixb RAKE ON 2X6 LADDER- - Ixb RAKE ON 2xb BLOCKINO -- Ix8 SOFFIT TJ T ',<b FASCIA ON 2x4 ULOGKING- 1 Ixb FA5GIA 21 Z'1 SIDIIJG BRICK - - - -Y�� -•1 T) P. RAKE TY". RAk,E SIDING @ MA50NR), N01E1 SEE AL50 ELEVATIONS FOR 6ONDITION5 NOT SHOWN HERE. - BRICK VENEER PROVIDE WALL TIES, FLASHING AND HCEP5 PER INOU5TRY STANDARDS RIGID INSULATION - - -- 4" PERFORATED DRAIN --` _�• (2) 05 BARS CONTINUOUS TYPICAL BASEMENT TYPICAL BASEMENT @ SIDING @ r- IASONRY NOTE: SEE 5E6T10N51CLEVAIIONS FOR CONDITIONS NOT 5HO144 HERE - (2) wS 13AR'3; GORT. TYP. THIGKENED SLAB UNDER BEARING WALLS Dr -sign Loads: Ixb CORNER 1F Ix8 CORNER TF ---- -51DIN5 - TYP. CORNER TYP. GORNC BRIGK 9 SIDING FLOOR 40 P5F" LIVE LOAD 10 P5F DEAD LOAD ROOF 30 P5F LIVE LOAD 10 P--)F DEAD LOAD Rou h Gar �ntr __ I THE CARPENTER SHALL CAREFULLY LAY OUT AFID E:R[=GT ALL 5lRUCIU'RAI_ 1 -LM131 D OF ROUGH GARF'f:r4FRf, FRAY,1140, 5HE:ATHINO, AND E3RIDOINO ALL ML "MCCR� 5HALL BC PROPERLY PLUt-13CD, LCVLLD, AND DR'ACLD UNTILL ALL 51RUCTURAL CONNECTIONS ARE IN PLACE A 5UFFICICNT NUMBER OF NAIL5, SCREWS, AND BOLT5 SHALL L3E U5ED TO IN5URE THE RIGIDITY Or THE CONSTRUCTION. 7 F RA' -LING LU'F it3CR SHALL CONF -OF-�M l-4I TH NATIONAL DESIGN 5PECIFIGATION5 FOR 5 -FRF-55 ORADE LUMBER ACID ITS FA5TENING5. JO15T5 AND ALL OTHCRS- 140 2 DOUGLA5 FIR LARCH OR YELLOW PINE Fb 1450 p51 F-c 1000 p51 C 1;160,000 r"51 !3 ALL FIRST FLOOR SILL PLATES, CRAWL SPACE FRAMING, AHD STRUCTURAL MEME3ER5 EXP05ED TO b_ICA1H1__R SHALL BE HOLMANII_ED F'RESSURE TREATED 4. ROOF TRU55 DE510N, 5PE51FICATI0N, AND ERECTION PROCEDURE TO F3F-- SUPPLIED E3Y THE TRU55 MANUFACTURER 5. MICRO -LAM BE=AM 5TRIJGTURAI_ F'RUPERT IES. Fb ■ 2boo psi Fr_ = 2-100 p51 E = 2,000,000 p51 6 F`RO /IDE DIAGONAL BRACING AT ALL EXTERIOR CORN[:RS 1. FRAMING OVER OIRDERS AND BEARING PARTITIONS. JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER [M-ARIN6, PROVIDED JOISTS ARE TIL70 TOGETHER, OR JOISTS MAY BE LAPPED AND NAILED TOGETHER, MINI�1UI1 LAP, 4 INCHES; MAX OVERHANG, 12 ". b. FLOOR JO15T5 5HALL BE DOUL3LC UNDER LAGH PARALLEL PARTITION q. BRIDGING MAxIF�UM SPACING 10'. BRIDGING 5HALL BL: CRC55I3RI061Nf> USING IX3 INCH E30ARD5 OR SOLID BRIDGING OF JOIST DIMEN310N. 5ET' 50LID BRIDGING III AN OFFSET FASHION. 10. WALL R PARTITION FRAMING. UNLE55 OTHER -415E SF1GWt4 SPACE STUDS ® 16" O/G DOUBLE 51UD5 AT OPENINO5. CON5TRUCT PARTITION CORNERS WITH NO LL-55 THAN 5 FULL MEMSER5 tNALL5 AND BEARING PARTITIONS 5HALL HAVE DOUBLE TOP PLATES PLATE5 RE5TIN5 ON MASONRY OR CONCRETE SHALL BE ANCHORED WITH BOLTS. II GLUE SUB FLOOR USING REGOMMENpEp A0HE5I/E, APF'L'r" GLUE BEAD TO FRAMING AND ALOtJG PAIJLL NAIL H/ IOC) NAILS ® 12" O/G 12 FR(,"✓ICE= NAILENS, NAILING ` rRIPS, ANV GKOUHP:) AS NECC55ARi' AND FIEiIDLY 5CCURE IN PLACE FOR ATTACHMf=t4T OF TRIM, FINISH, AND OTHER WORK 13 J015T HANGERS ® ALL FLU5H Ur-AI-13 SMALL PE 1 -1',N IC, GA GALV. STEEL, AND PROPERLY SIZED TO ACCEPT J(_)ISTS WOOD TRUSSES OR RAPIERS - - -�� 1211 MAINTAIN MIN. 2" AIR SPACE MIN.t IN5UL. TO DECK - - -- — - - -- - -� �'�� MATCH CAVE HCIFFIT ® ALL PITCH CONDITIONS —- } GALV. MTL. DRIP IXS GUTTER DRD. ON 2X6 I N CONTINUOU5 BLOCKING--- 3/b" MIN. SOFFIT W/ b "XI2" VENT5 - -/ _ 0 4' -0' O.G. IXb MIN. ON IX6 BLOCKING Z J Ix8 MIN. ON CUT 2X6 016" O.G. ON IXb BLOCK 1/2" EXTERIOR SHEATHING - - -- -LAP 51DING MASONRY VENEER - - - - -- TYP. SAVE TYPI. CAVE © SIDING © MASONRY NOTE: RAKE d [A\/E- DETAILS 5HOWN REPRESENT GENERAL SGHEMAI; GONDITION5 ONLY. REFER TO ELEVATIONS AND /OR SECTION FOR REOUIFd -HENT5 NOT S410VU r 2Y2 GFWt1 NULL? J E)(1-2. Cf/C.KtA ) (4't I.Cf-1 oir /4IL If: lib' tl.ttt,a Fxuti 1i c- LIC -'!'% Twit.,, j'U�11t_4? ", 61k� en t NIKK -clR- i. C17f1 it1y:. = LIOM cir Pr 41 �. WIt7Ti1 VP.PJBS v� IN }JAI -P f-140 Ur1P Mot_v � E� $CAVLRB c _LUMs -.l. Cti -1 rr v.rzC3. Q� _I CUFF aCUFF "-it' wtt -� IH 3 Yz" tom,, a 2x4 v, Aj 4.-. w Fr1h Bv. 1 -1 r i dl �1 10 MA.Y q4