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Home My WebLink About0976.95.102nd FI BETCP or WALL; 5E:E: Rf,f E t EA',/E DETAILS - -- MIN. R -3b BATT OR BLOWN -IN IN5UL. - -MIN. R -H BATT INSULATION I.T 1/2" G.W B. ON 6 MIL. POLY ty VAPOR BARRIER II 3/4" FLOOR `^SHEATHING ' GLUED a SCREWED f 1 )OR (IF APPLIGAE;LE) � 1 7 11 2x10 FLOOR J01515 ® 16" O.G. MAX. OR FLOOR JOISTS AS PER PLAN t� G.W.B. GEILHN - -- - -- 2) 2x12's WITH 112" PLYWOOD PLATE -' \I I-," t- - TT -PIGAL WINDOWS, 5EE PLAN FOR 51ZE AND LOCATION - -- MIN. 3 1/2" x 3 1/2" x 5/16" 51 EEL ANGLE LINTEL c OFED ROWLOCK 511. L --- - - - SIDING AND TRIM FER ELEVATIONS x4 5111D5 a 16" O.G. - -- __ F TIN. 2x4 TREAT -ED PLATE ' ( HITH 112" ROUND ANCHORS ff l a 4b" O.G. 3/4" FLOOR SHEAIRING MIN. 2x6 TREATED PLATE ON FIBCRGL_A55 SILL SEAL THRU -WALL FLASHING — RIr:ID IN50LATIC14 MIN. b" FOUtIPATION WALL _KATERPROOFING AS REGUIRED - MIN. 4" CONCRETE SLAB OVFP 6 MIL. POLY VAPOR BARRIER OVER 4" GRAVEL ni..l - EXPANSION JOINT" MATERIAL \ ' 4" PERFORATED DRAIN (2) 05 BARS GONTINUOU5 — TYPICAL BASEMENT © SIDING NOTE: SEE 5E6TIONS/ELEVAI'ION5 FOR CONDITIONS NOT 5110W44 HERE I' a° Ixb RAKE ON 2X6 LADDER-- s - - -� _- — Ixb RAI::E ON 2xb BLOCKING r - ixb SOFFIT Ixb FASCIA ON 2x4 BLOCKING - Ixb FASCIA ' ) - SIDING - z BRICK - TYP. RAKE ® TYP. RAKE IYP. RAKE 51DIN0; FRONT o 51DINO © MASONRY ELEVATION ONLY N01E, 51 -E AL50 ELEVATIONS FOR C,ONC I ION5 NOT 5HOWN HERE. "1 1 r.. .� BRICK VENEER; PROVIDE WALL TIES, FLA5HING f 1 AND WEEP5 PER \ INDUSTRY STANDARDS 1,y1 l.1 - RIGID INSULATION TYPICAL BASEMENT © MASONRY (2) #5 BARS; GONT. -- TYP. THICKENED SLAB UNDER BEARING HI ALL5 PG51Cin Lco d5: CORNER TRIM CORNER 1RIM DING — I YP. CORNER TYP. C,ORNCn BRIGK 9 SIDING FLOOR 40 175F LIVE LOAD IO F5F DEAL LOAD ROOF ?o PSf- LIVE LOAD 10 PSF DEAD LOAD 12ou I� Gar �ntrl I THE CARPENTER SHALL CAREFULLY LAY OUT AtJD ERECT ALL S1 RUG1 URAf_ F1f- t- IDE=R5 OF ROUGH CARP[ "P! fRY, FRAt -IING, 3HCATtiiN -�, AND ©RIDGING. ALL MLtAPCR5 SHALL BC. F'ROF'LF1LY PLUMBED, LEVEED, AFJD DRP,GED UN T Il_L ALL 51 RUCTURAL CONNECTIONS ARE IN PLAr-E A 5UFFIGIENT NUMBER OF NAILS, SCREWS, Arlp B;_'.T5 c)HALL DE USED TO IN5UKE THE RIGIDITY OF THE C.ONSTRUCrION. f F •�' 1�rla I �_,r= ltjt_R C ItALL GOrJrot -�r ' . ,ITta NATIOrJAt_ DE'3!GN SF'ECIFIGATION5 FOR 51RE,3 GRADE LUt -'DER At4D IT5 FASrENING5. JOISTr .1ND ALL OTHCR5. NO.2 DOUGLAS FIR LARCH OR YELLON PltJE f b = 1450 P51 f "c ■ 1000 Psl E . 1,160,000 p5l 3 ALL FIR5T FLOOR SILL PLATES, CRAWL SPADE FRAMING, Al_ STRUCTURAL MEME3ER5 ExP05ED TD 1-JLAIHL'R SHALL BE NOLMANIZED FRL55URE TREATLD. 4. ROOF TRUSS DESIGN, 5F'E5IFICA11ON, AtTD Liz_EGTION PROC LEDURf TO BE SUPPLIED [3Y THE TRUSS MANUFACTURER 5 r iICRO L_AF -f EX AM STRI!C.TURAI_ F'ROPERI IES: Fb 200 PSI Fc 2-100 p5l L = '',000,000 PSI 6. fr'RO` /IDF DIAGOtI,AL BRACING AT ALL EXTLRICR CORNCR5 1 FRAMING OVER GIRDERS AND BEARING PART- ITION5, JOISTS MAY E3E BUTTED TOGETHER OVER THE CENTER DE:ARING, PROVIDED JOISTS ARE TIED TOOFTHF -R, OR JOISTS MAY BE LAPPED AND NAILED TOGETHER. MINIh1UM LAP, 4 INGHL:5; MAX. OVERHANG, 12 ". 5. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH PARALLEL PARTITION. I BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL BED C,RCS�)13RIUCWI 0 USING IX3 INCH DOARD5 CR SOLID BRIDGItdo OF JOIST DIMEN510N. SET" SOLID BRIDGING IN AN OFFSET FASHION. 10. 1 ^4AL[_ d PART I rION FRAMING. UNLE55 OTHERNISE SHOWN SPACE STUD5 ® 16" O/C E70UER E STUDS AT OPENINGS. GON5TRUC.T PARTITION CORNERS WITH NO [_E°IS THAN `:3 f-ULL MfMBER5. NALL5 AND BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES F'LArE5 REST!Nr, ON MASONRY OR CONCRETE SHALL BE ANCHORED 1,,I',TH OOLT5. II GLUE 5L'E:- -FLOOR USING RECOHt- TENDED ADHESIVE'-, ?,.F'f-LY vLLC E!EAD TO FRAMING AND ALONG PANEL CRO` ✓( FD6LS, NAIL N/ IOD NAILS ® 12" O/C 12 F'ROVIF_17 IlAII ER.5, NAILING STRIPS, AND GR00405 A5 NF :c E55ARY AND RIGIDLY SECURE IN PLACE FOR AT T'ACHO -Ii_ OF TRIM, FINISH, AND OTHER WORK. i? _l.': >iSr HANGERS m ALL FLUSH PEAM3 51JAL_E_ BE MIN. 16 GA GAL`✓, STEEL, AtJP PROPERLY SIZED TO ACCEPT JOISTS WOOD 1RU55E5 OR RAFTFtZS - - - -�� _ 12" j MAINTAIN MIN. 2" AIR 5PAGE IN5UL. TO DECK - -- - MATCH EAVE HEIGHT ® ALL PITCH GONDI'F"ION5 -- GAL I. MTL. DRIP J IX8 GUTTER BRO. ON 2X6 GoNTINUOU5 E3LOGKING - a 3/5" MIN. SOFFIT W/ 6 "X12" VENTS a 4' -0' O.G. r� IXb MIN. ON IX6 P!- OGKING Ixb MIN. ON GUT 2X6 .� 0 I b" O.G. ON IXb BLOCK. 1/2" EXTERIOR SHEATHING .� LAP SIDING MA50NRY VENEER - - -- TYP. EA`' E TYPI. CAVE g 51DING MASONRY NOTE: RAKE t SAVE DETAILS �-+iC HN REPRE5ENT GENERAL 5GHI:MATIC CONDITIONS ONLY. REFER TO ELEVATIONS AND /OR SECTION FOR RE0UIRLN1E-NT5 NOT SFIOWN. i K' d ^F 1 (r.lz CtA.4-tAJ [errs.. r'-'r 4" t<NI -vat.) PAC -14 LCdtlnit' •J.AKrF.�. lib' iAlma jlru,c C-wain IKG crc .1'% WIN% I'Lrrlti k:,) - lnttrr_c• tz_ -� ['�Y k': Ir.�!ll i �tr,rllfu.Tt,t• VA#iII )- =.IZt ItR jtl•,1, ,-V ,MV_ i l -M[i cr As-i{ YvICtIi vA,i+Jas 1 k . �f ) u Vi h I D: 10 MAY 94 I = v v -- � r5�►ti slot � -1" Ilwc� Ezourin rrow r. IfJ' $GlU1.T2E C _uSlr -, -J �� _I Glrj" Ib WIL -TFt � 312" E'wSE - -- F� -t? I rl U I �1.. J JAI_ _I -= W^tL.L 1 k . �f ) u Vi h I D: 10 MAY 94