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HomeMy WebLinkAbout0188.95.71 s, <_,,j 2nd II T , I ?P OF }-1NLL; 511 1 E A �. E EVE DETAILS -- R -', BAIT OR ULCHH -11, IN5UL. R -19 UAT "F IN50LATION (` - II ( � - '2 G.H.B. ON b MIL. POLY ( - - - -- i' .'APOR BARRIER — — - ( TYP. RAKE SIDINO; FRONT ELL ,'Al ION ONLY ;• 7 11 -0" - - Ix8 RAKE ON 2X6 LADI.F'R-"!'��' "" -- z 1 - -- -- Ix8 RAKE ON 2h4, E3E_OCKINO -- -- Ix8 SOFFIT Ixb FASCIA ON 2x4 BLOCKIN(I-7- — - - - -� - Ixb FA56IA �a -- SIDING T'I P. RAKE TYP'. RA�:E © 51 DI NO © MA50NRY (� N01E1 S' -E AL50 LLEVA110H5 (�1 FOR GONP11ION5 NOT (� 5f TOWN HERE. FLOOR SHEATHIr1G D a 5GREHEP ( I" APPLICABLE) (1 (1 FLOOR J015T5 4 16" O.G. MAX. (" LOOR J015T5 AS PER PL/',N ,�11LE3. CEILING - - -- 2's HITH 112" PLI'HOOD F! -ATE -� i AL r-IINOOWS, 5EE PLAN FOR \NO LOCATION T 1/2" x 15 1/2" x 5/16" 51 Lf :L _ ! E LINTU .c ROVdLOGK SILL -- - - -_ -- - -- O AHP TRIM PER ELEVAI IOtr r P. THIGKENED SLAB :DER DEARING K,, %LL5 D05ign Loods. CORNER 11 RIM CORNER TRIM �I DI N - - - - - -- TYP. CORNER TYP. GORNF © BRIGf"% @ 51DINO F LOGR 10 r5F LIVE LOAD y- DEAD LOAD R00f' 30 P5f7 LIVE LOAD IO P`5F C)EAD LOAD i ' 3 t : 2x4 TREATE=D PLATE ( - C•RIGK Vr?11_ER; PROVIDE: '�� i /2" ROUND ANCHORS ( r1ALL TIES, FLASrIING "0.6. �- AND WEEP5 PER FLOOR SHEAWING ( INOU5TRY STANDARDS MIN.: ;FATED PLATE 1. . I , ON Fig )LA55 SILL SEAL Thk ALL FLA5HING - - - -- (. /— RI. - I 450LAT ION - Mit; OUNDATION KALL -- — -- ' OOFING AS REOUIRED MI. CONCRETE SLAB OVER b ! "'OI.Y VAPOR E3ARRICR RIGID INa'LA11ON ' O'.. !" GRAVEL FILL �-EXf _�N JOINT MAICRIAL 'ERFORATED ORAIIJ - _�• _ �• GON1 It10005 TYP IGAL E _MENT TYPICAL DA5EMENT 51 D I NG t ;;'�SGINRY NOTE: `_ 1FC,T!ONS /ELEVA11vN5 F GR GONUI 1 k. > NOT 5f ION) HERE P. THIGKENED SLAB :DER DEARING K,, %LL5 D05ign Loods. CORNER 11 RIM CORNER TRIM �I DI N - - - - - -- TYP. CORNER TYP. GORNF © BRIGf"% @ 51DINO F LOGR 10 r5F LIVE LOAD 10 P5F` DEAD LOAD R00f' 30 P5f7 LIVE LOAD IO P`5F C)EAD LOAD Rou h Gar cntr I TI IE CARPENTER 5HALL GARLf UL L_ 'T' LAY OUT AND LRLGT ALL `? 1 RUGT URAI_ MEt "113LRS OF ROUGH GARr[:N rR r, FRAYING, 5HEAFFIING, AND BRIDGING ALL MLt-1L'EFR5 5HALL OF E't�OF'L1tL.Y FLUr1E!U0, LEVL LLD, AtJD DRAGLD UNTILL ALL 51RUG "rURAL GONNEGTIOWD ARE IN PLACE A 5UFFIGIENT NUMBER OF NAILS, SGRFI l3, AND E30LT5 SIi*NLL PL: USED TO INSUKL= THE RIGIDITY OF THE CONSTRUCTION. 2 f RAt -11NG L.Ut -1faCR SHALL GONt`OKtl 1,-fl TH tJ,ATIONAL DESIGN 51--EGIFIGATION5 FOR 5TRE55 ORAP!r LUMBER ACID ITS FASTCNIN05. _1015 TS AND ALL OTHERS, NO :2 DOUGLAS FIR LARGH OR YELLOW PINE Fb 1450 n5l F "G • 1000 PSI E 1 160,0E - f el 5 ALL FIRST FLOOR SILL PL.ATE5, GRA.VJL _- AGC FRAMItJG, AND 5TRUGTURAL "p -IBERS FXP05LLD TO V4I_ATHLR 51aALL DE I^JOLMAHIZED F'RE5SURE TREATLD. 4- R 'F TRU�:•5 DL51C7,'I, CjF'CSIFIGATION, ANr' ERECTION PR!DCEVURf= TO DE SUPPLIED 0-r THE Tl <U51_7 h1Ai`U FAC,TURE:R 5 t -11GR0 -L_ANT F3-AM F'ROf'ERT IES: Fb ■ 2800 P•I Fr_ 2100 Pei E = 2,Coo,000 rei F�. PRO' ✓IC?E DIAGONAL BRACING AT ALL EXTERIOR CORN[_R5. -7. FRAi-1I1`IC, OVER OIRF.UZ3 AND DEARING PARTITIONS. JOISTS MAY ET BUTTED TOGETHER O`✓ER THE GE -LATER [3[:ARING, F'RovIDED _101515 ARC TIED TOGI' THER, OR JO15T5 I`-IA-T' BE LAPPED AND NAILED TOGCTHER. t- 1MIt -1Ut T LAP, 4 INCHES; t -IAX_ OVERT I;ONC5, 12" b. FLOOR JOISTS 5HALL BE: DC t'nLL= UNDER EACH PAF; "" L EL PART I T ION q. BRIDGING MAXITIUM I0', URIPOIN-0 SHALL ['_d. GROSS[3RIDF ING USING IX3 INCH [30AR[ OR SOLID E'RIDGIN6 OF J015T Dlt- IEN310N. 5E: F SOLID BRIDGING Itl AN CFFSET FASHION, IC. WALL d PARTITION FRAt -TINE, UNLESS OTHERWI5E SHOT' +N PAGE: �lUD5 0 16" 01G DOUDLE 57UDSI AT OPEHINGS. GON5TRUG1T PARTITION G0RNER5 WITH NO LE55 THAN 5 FULL MEMBERS WALLS AND UDARING PARTITIOJ5 SHALL HAVE DOUDLE TOF' F'[_A7E-5 PLATES RE5TINCi ON MA50NRY OR CONCRETE 50ALL BE ANCHORE=D WITH BOLTS. II 01 -UE" SUE34 -LOCK U51NG REGONIMENDCD .tiDHC51VC, of F L ' OLUF UEAD TO E RAr`11NG AND ALONG PANEL 12 f= ROJIC[ FIAILLf -:��, tlAll_ING � fRll "S, A11(? C;K��UNC'�� AS HECE55ARf AND R1CjIDL "C SL-GURE IN PLACE FOR Al TACO -U,IT OF TRIM, FINISH, AND OTHER WORK. 15 J015T HANGERS ap ALL FLUSH ECAti13 U',ITALL PE t -11H. 16 GA GAL \/. 5T "EEL, AND 1- 20F'ERLY SIZED TO ACCEPT J0 15TS 10" 1,100D TRUSSES OR RArTLR5 MAINTAIN h11N. 2" AJR 5PA6E; INSUL. TO DE=CK - - -- - - - - - -- - - MATCH EA'rE HEIGHT' ® ALL 1 211 r` �'4 MTL. DRIP -- l Y , IX8 GUTTU2 E3RD, ON 2X6 ` GOt+ ji INUOU5 PLOGKING— ' - -�- -- - -- 3/V MIN. SOFFIT W/ b "X12" VENTS - - -.- S 0 41 -v- 0.6 - - -- �- I IX8 MIN. ON I,�C6 �LOGk:ING aI , Ix8 MIN. ON GUT 2XF;1 016" O.G. ON IXb E1.06K I 1/2" EXTERIOR SHE -ATr 11HO -- - - -- -LAP 51DING / MA50NR -r VENEER -- - - -- TYP. SAVE TYPI. COVE © 51 D I NO ©M,A50NRY NOTE: RAKE t EAVC DETAILS 5HOV1N REPRESENT GENERAL SCHEMAI I . CONDITION5 ONLY. 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