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HomeMy WebLinkAbout0204.95.72nd TOP Cl' V0,LL; 5I:L: R/,i,.E 4 EAVE DETAILS - -- - MIN. R - °8 BATT OR BLO6'11d -IN IN5UL. -MIN. R -Ici BAIT IN50LATION 1/2" G.H.B. ON 6 MIL. POLY VAPOR BARRIER 3/4" FLOOR 5HEATHItIG GLUED d 56REHE1) (IF APPLICABLE) 2x10 FLOOR J015T5 ® I6" O.G. MAX. OR FLOOR J015T5 A5 PER PLAN I G.W.B. CEILING - - -- 2) 'x12'5 WITH 112" PLYWOOD PLATE I T'r'PICAL WINDOWS, 5EE PLAN FOR 51ZE AND LOCATION ; MIN. 51/2" x 51/2" x 5/16" 51EEL ANGLE LINTEL _OPED RONLOGK 51LL -- 51DING MID TRIM PER El_EVATION5 x4 5TUD5 ® Ib" O.G. MIN, 2x4 TREATED PLATE WITH 1/2" ROUND ANCHORS m 48" O.G. 3/4" FLMR SHEATHING — MIN. 2xb TREATED PLATE ON FIBERGLA55 51LL SEAL THRU -HALL FLA5HING — RIGID IN50LATION MIN. b" FOUNDATION WALL __ ATERPROOFING A5 REQUIRED - MIN. 4" CONCRETE SLAB OVER 6 MIL. POLY VAPOR BARRIER OVER 4" GRAVEL FILL 1,-EXPANSION JOINT MATERIAL f� I-7 I1 f� fT A" TYP. RAKE SIDING; FRONT ELEVATION ONLY 1 -00 Ix8 RAKE ON 2Xb LADDER v Ixb RAKE ON 2xb BLOCKING Ix8 5OFFIT A` H Ixb FA56IA ON 2x4 BLOCKING -,/ �) Ixb FA5CIA L,� - 51DING 7_ BRI( K - -- -- L) T) P. RAKE TYP, RAl; E © SIDING @ MASONRY NOTE- SEE AL50 ELEVATIONS FOR GONDIT ION5 NOT — 51IOHN HERE. — — BRICK VENEER; PROVIU,E HALL TIES, rLA5HIN5 AND WEEP5 PER INDUSTRY STANDARD5 RIGID INSULATION - 4" PERFORATED DRAIN - -� �• �_�• (2) 05 BAR5 GONTINUOU5 TYPICAL BASEMENT TYPICAL BASEMENT SIDING @ r'IASONRY NOTE: SEE 5E GT!ON5/ELCvATIONS FOR CONDITION5 NOT 514OHt4 HERE (2) #5 BAR'S; COW TYP. THIGKENCD SLAB UNDER DEARING l^IALLS Design Loads: CORNER .t F CORNER TF SIDING — TYp. CORNER TYP. CORM" p BRICK @ SIDING FLOOR 40 P5F LIVE LOAD 10 P5F DEAD LOAD ROOF" 30 P5F LIVE LOAD 10 FE-)F DEAD LOAD Rou I� Gar entr I THE CARPENTER SHALL CAREFULLY LAY OUT At1 -' ERI =GT ALL 51 P.UG1 URAI_ ML:MI3ERS or ROUGH GARPI:N TR f, FRAMING, SHEATHIN(5, AND L'I`IDGING ALL ML "MCCR3 SHALL BE PROPERLY PLUMDED, LEVLED, At10 EURAGED UNTILL ALL 51RUCTURAL GONNEGTIONS ARE IN PLAGL: A SUFFICIENT NI.)YOUR Or NAILS, SCREN5, AND BOLTh SHALL BE USED 10 IN5URE THE RIGIDITY OF THE CONSTRUCTION, '2 f R! t °1!NG LUMf3CR SHALL < -IITH NATIONAL DE=SIGN 5PEGIFIGATION5 FOR 5TRE55 6RADC LUMBER AND ITS FA5TENIN05. JOISTS AND ALL OTHERS, NO.2 OCUGLA5 FIR LARCH OR YELLOW PINE Fb = 1450 p51 Fc ■ 1000 p51 r- ■ 1,160,000 p51 3 ALL FIRST FLOOR SILL PLATE-5, GRAHL 5PAGE FRAMING, AND STRUCTURAL MEMBER5 EXPOSED TO HEATHER SHALL BE HOLHANIZED PRESSURE TREATED. 4. ROOF TRUSS DE51GN, SPESIFIGATION, AND ERECTION PROCEDURE TO BE SUPPLIED E3Y THE TRUSS MANUFACTURER 5. F11GRO -LAM BEAD -1 STRUCTURAL PROPERTIES: Fb 2800 p51 Fc. 2100 p51 E = 2,000,000 p51 6. PRO` /IDE DIA0ONAL BRACING AT ALL EXTERIOR GORNER5. 1, FRAMING C "A :R 01RDER5 AND BEARING PARTITIONS. JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER BEARING, PROVIDED JCIS -T5 ARE TIED TOGETHER, OR JOISTS MAY BE LAPPED AND NAILED TOGETHER. MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12 ". 5, FLOOR JOISTS SHALL BE DOUBLE UNDER EACH PARALLEL PARTITION 9. BRIDGING, MAXIMUM SPACING 10'. BRIDGING SHALL F3E= GR0550RID61NG USING 1X3 INCH E30ARD5 OR SOLID BRIDGING OF JOIST DIMENSION. SET 50LID BRIDGING IN AN OFFSET FASHION. 10. Na+LL R PARTITION FRAMING, UNLE55 OTHERN15E SHOWN 5PAGE 51U05 as It?" O/G DOUBLE 51UPS AT OPENIN05, CONSTRUCT PARTITION CORNERS WITH NO LE-55 THAN 3 FULL MEMBERS. WALL-5 AND BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLA7E5 PLATES RE5TIN6 ON MASONRY OR CONCRETE SHALL BE ANCHORED KITH BOLTS. 11 GLUE 5UB -FLOOR USING RECOMMENDED ADHESIVE, APF'L'Y GLUE DEAD TO FRAMIt'G AND ALONG PANEL NAIL. W/ IOD NAILS aD 12" O/G 12. PRO'✓ ICE` NAILEN_5, NAILING F:FRIPS, AND GROUH175 A5 NECESSARY AND P161DLY SECURE IN PLACE FOR ATTAGHt -1EHT OF TRIM, FINISH, AND OTHER WORK, 13 JOIST HANGERS a AEI- FLUSH CEAM3 511ALL DE MIN. I6 GA GALV. STEEL, AND PROPERLY 51ZLD TO ACCEPT J01515. HOOD TRU55E5 OR RAFTER5 MAINTAIN MIN. 2" AIR 5PAGE IN5UL. TO DECK - MATCH EAVE HEIGHT ® ALL PITCH CONDITIONS - 12" IN. NOTE: RAKE d SAVE DETAIL5 5HOHN REPRESENT GENERAL 5CHEMAT!, GONDITION5 ONLY. REFER TO ELEVATIONS AND /OR SECTION FOR REQUIRI:HEt1T5 NOT SHOWN. N MTL. DRIP — - -� „t. — GAL\/. IX8 CUTTC:R PRO. ON 2X6 I CONTINUOU5 E3LOCKING— �— 3/6" t-11N. SOFFIT W/ 6 "X12" VENT5 0 4' -0' O.G. - -- -- -- � I - IX8 MIN. ON IX6 BLOCKING ':1 I Ix8 MIN. ON GUT 2X6 016" O.G. ON I X6 BLOCK 1/2" EXTERIOR SHEATHING - -- -LAP 51DING MA50NRY VENEER --- - -- TYP. CAVE TYPI. EAVE SIDING @ MASONRY NOTE: RAKE d SAVE DETAIL5 5HOHN REPRESENT GENERAL 5CHEMAT!, GONDITION5 ONLY. REFER TO ELEVATIONS AND /OR SECTION FOR REQUIRI:HEt1T5 NOT SHOWN. N Cfu,Wtl Mol{ (xlz crn.V..IA') tvUn. COT" 4" Pt V of) pzc_ll . Lfr-lcutr V.atz-F: 4b" 1A Ill, a - E}r_oA (- AaCI,. h(r- CIL Itn IKlrn j'l.uTtLla P_ Gil(fe.'� -1 bp, il(.•{: 1r,IKCoR. E?h k`-•j t ! 11 1 a u,,tt r.Fot Vntlli-) - Izr_ FtF�.1t 44, Zl� yLA_r_ AA?1 ,It -. d­" GetzIaR Lltta Cp Pte-+{ I wlnitt VAPJ4S i ifs• I _— K t�soFN sIr>r L-Pit Wi 4IAL-f' f7OUt ICS MnI -U �-- (tJ' scau�c�6 c trurrrl _I IXG• wo. c.a u,j- Tb wI�TN 3 h F�•S E � - _ !�L 171 N c-a i