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HomeMy WebLinkAbout0658.95.5TOP OF WALL; SEE R/0, E t EAV - DETAIL-5 -- MIN. R -3b BATT OR BLOWN -IN IN5UL. -MIN. R -I l BATT INSULATION - -1/2" G.W F3 ON 6 HIL. POLY VAPOR BARRIER - -- 3/4" FLOOR 5HEATNIN6 GLUED b 56REVIED 2nd F09OR (IF" APPLICABLE) i! LI I ORF FLOOR JO5 T MAX. 1 S AS PER PLAT wl I G.W.B. CEILING — -- ' -- — 2) 2x12'5 WITH 1/2" PLYV4000 PLATE I TYPICAL WINDOWS, SEE PLAN FOR AND LOCATION - -- � IIII- MIN. 3 1/2" x 3 1/2" x 5/16" STEEL ANGLE LINTEL -- �J 5101 dG ANDIRIIH PER ELEVATIO16 x4 STUDS ® 16" O.G. - - i[ M11N. 2x4 TREATED PLATE WITH 1/2" ROUND ANCHORS _ a 4b" O.G. 3/4" FLOOR SHEATHIN5 I < <il' i' pS" TYP. RAKE SIDING; FRONT ELEVATION ONLY Ixb RAM:E ON 2X6 LADDER (r - - -- 1x8 RAKE ON 2xb BLOCKING -- ix8 SOFFIT 1x6 FASCIA ON 2x4 ELOGKIIdo -- 1 - - -- - Ix& FA56IA ;1 j SIDING 1 CRICK ---- -f �T�1 TYP. RAKE TYP. RAKE 51 D I NG MASONRY NO1-E, SEE AL50 ELEVATIONS FOR �ONDITION5 NOT 51101 dN HE_KE. - BRICK VENEER; PROVIDE WALL TIES, FLA5FIII 0 AND WEEP5 PER I,Z INDUSTRY STANDARDS MIN. 2x6 TREATED PLATE ON FIBERGLASS SILL SEAL ✓ I. THRU -WALL F-LA5HIN6 - - -- - J " !'1 /- RIt_ID INSULATION / MIN. b" FOUTIDATION WALL - - -- -- -- `� ' �^L�TERPROOF ING A5 REWIRED - -- -- �` MIN. 4" CONCRETE SLAB OVEF' -' X"PERFORATED APOR BARRIER "' ` �- RIGID IN�ULAT ION EL FILL — T MATERIAL_ DRAIN - _�• -)• (2) 05 BAR5 CONTINUOUS -" TYPICAL BASEMENT TYPICAL QASEMENT 51 D I NG © MASONRY NOTE: SEE 5E6TION5/ELEVATION5 FOR CONDITION5 NOT SHOWN HERE (2) #5 BARS; GONT. - -- TYP. THICKENED SLAB Do`;ir�r1 Load 7Ix6 CORNER TRIM --lxb CORNER TRIH TYP. CORNER TYP. © BRICK SIDING rLOOR 40 F SF LIVE I -0AD 10 FSF DEAD LOAD F:OOf" 30 -15f- LIVE LOAD in PSF= DEAD LOAD Rouc�l� Gar�antr�� _ _ I THE CARIJP4TCR SHALL GAFREFULL'1' LAY OUT AJD ERECT ALL 51 RUGi URAI f:F1(3Cf25 OF ROIJ[,"H GAfZf_'FN I "RY, f "fZAi111JG, SIICATHINCi, A'J_ E)RIDGIIIG ALL MCMCCF�'� SHALL BC f'ROf'LF -ELY PL_Ut- 15L -0, LC` ✓LLD, Al10 BRACCC? UNTILL ALL 5lRU( 1TURAL GONNF= GTIONS ARE' IN PLAGG A SUFFICIENT NUME3ER Of' NAIL5, SCREWS, AND I30LT5 SHALL BL U5LP TO INSET:[: TH[: RIGIDITY OF TIIL GONSTRUG TION. 2 f lJ_'Ftt31_R 11��11_ G0FIF01�_tt t-flTf1 NATIONAL 5F'CCIFIGATIOH5 F=OR STRC35 GRADE LUMBER At0 ITS FA5TCNltJ05. JOISTS AtJD ALL OTf -ICRS, NO :' DOUGL.A5 FIR LARCH OR YELLOW FlhE Fb - 1450 p5l Fc I000 p -51 C 1,160,000 p5l 3 ALL FIRST FLOOR SILL PLATES, CRAWL 5PAGE FFZ.AMIPJG, AND M 5TRUGTURAL CME3CR5 EXPOSED TO t- ;C,ATHL =F•: SHALL DL t^JOLt-'ANIZED F'RE55URC TRLATLD 4. ROOF TRUS5 DC-510N, 5PCSIFIGA i IOtJ, A.14D E.REGTION F'FtOGLDURE TO DE: SIJF'PLIED C3Y THE TRUSS r'tANUT'AG7L'RE:R 5. t °tIGRO LA =1 E3EAt 1 ��TRIJGTURAI_ F'ROPLRTILS. Fb • 2600 p5I F� � 2700 �si E = �,000poo p�1 6 f'IZO' /IDF DIAGONAL URAGIHC5 AT ALL EXTCRIOf2 GURNCR.S 1. FRAMING OVER GIRDERS AND DEARING PARTITIONS. JOISTS MAY PE BUTTED TOGETHER OVEFZ THE CENTER [3E ARIrJ' , PROVIDED _101515 ARE TIED TOGI THER, OR JOISTS MAY BE LAPPED AND NAILED TOGETHER. MININ1Ut1 LAP, 4 INCHED; FLAX OVERHANG, 12 ", b. FLOOR JOISTS SHALL BE DOUE3LE UTJDER CAGH PARALLEL PARTITION 9_ BRIDGItly. MAXIMUM SPACING 10'. URloO;NG SiiALL E3 E GRCS��LRID6ING U51N5 IX3 INCH E30ARDS OR SOLID URIDGIN5 OF JOINT DIMENSION. SGT' SOLID BRIDGING IN AN OFFSET FASHION. 10. E ^TALL d PARTITION FRAMING. UNLESS OTfiERWISE �HUWN SPA(_E= 7.)1UDS ® 16 O /G F70UE3E_E 51UD5 AT oPC_NING5. CONSTRUCT PARTITION CORNERS WITH NO LC "_�S THAN 3 FULL MEMBERS. WALL5 AND BEARING F'f,RTITI��iJ , SHALL f +A` ✓L DOUE3LE TOP F'I -AILS F'LA TCS RL� T:'i;> ON r 1A50NRY OR CONCRETE Si TALE- BL- r�.tJGHUtlE._D i JiTH OOLTS. II GLUE 5Vi3 LOOR U51N3 REGOMt- 1ENDED ADHESIVE APPLY GLUE" ECAD TO FRAM1IJG AND ALONG PANEL GRO'�'C'_ E pGCS, NAIL W/ IOD NAILS ® 12" O/G I� f'RO` ✓IG'E- HAIL[JF ), NAILING STRIPS, AND GROUNDS A5 NLCE_5'�ARf AND RIGIDLY 5EGURL IN PLACE FOR A NT :C_tt CAF- -TRIr•1, r'INI5H, AND OTHER WORK, . 13 JOi,3i fiV40ER5 ® ALI_ FLU`H CG,AMS 51TALL BC MIN. Ifs ��A G?�L.` ✓. STCCL. AtJCJ F'FhOPEt <.LY SIZED TO AGGEF'T WOOD TRU55E5 OR RAFTER5 I2 h1AINTAIN MIN. 2" AIR SPACE ,,i -IIN. IN �JL. TO DECK ------ - - -- -� �� MATG11 EAVE HEIGHT ® ALL \ �, PITCH CONDI'T'IONS OAL\/. MTL. DRIP I X8 GUT TER BIRD. ON 2X6 CONTINUOUS [3LOCKIN0 ; 3 /b" MIN. SOFFIT W/ 6 "X12" VENTS a 4' -0' O.G. - - - - -- _ IXB MIN. ON IX6 P'. OGKING 1x8 MIN. ON GUT 2X6 ®16" O.G. ON IX6 BLOCK. 1 ' 1/2" EXTERIOR 5HEATHING - - - -- -LAP SIDING MASONRY VENEER - - -- TYP. CAVE TYPi. CAVE © SiDING MASONRY ?COTE: RAKE t EA`,/E FETAIL5 5HOHN REPRESENT GENERAL 5GHEMATIC GOHDITION5 ONLY. REFEl"' TO ELE,/ATIONS AND /OR SECTION FOR REOUIRL:MENT5 NOT E410WN. _r r+ 1F= _� 2i`z' c_IznwtJ r�Ll? 1x17. Ct.'l--- t•'IAj T�'UA.• l.Frlc,r�r •�.����c.�. IFb' l�.tn�n EKlrti C�arzciJ. f __ IKG tic 'K (KIt.n j'(- ��t(l -��7 K- 1 v VAt111� Inc ItR Tt1�J. E: f, � ,f_ �i�F� —I v 1x4- wo. CA, -� GtrT- 1 L- W i C- 111 31/2" E'm'E 2v -4 Yloll w� tl Et7 "p 8 D . I ( -,C crr , ;nsL L.ItIV. �p P�u1 v�lnTf4 vAVias �—IM FIAL� fzo�lrlP tl Ol_C7 .,q.z rA' .,F L_I �Mr1; ( }!4L i : WAL_.l_ - 1 `EI 1. v� l! , p� 10 MAY 94 / ---- _.._ - -_—/