2105 GRAND AVE 2017-06-02 - Laserfiche WebLink

GENERAL NOTES (REV 07-01-2013) E F ALL CONSTRUCTION MUST COMPLY WITH 0 °D 2012 IBC,2012 IRC,AND 2012 WSEC. LOADS,GRADES,ETC.- a Q g ROOF LIVE LOAD-25 C C 0 ROOF TOTAL LOAD-40 v dua' FLOOR LIVE LOAD-40 s n FLOOR TOTAL LOAD-50 N Y .a JOISTS-DF#2/MFG I-JOISTS STUDS-HF STUD RAFTERS-HF#2 CONCRETE-2500 PSI SEISMIC ZONE-DWIND SPEED- W EXPOSURE-B 85 -1 L __1 L Q FROST DEPTH-24' U SOIL BEARING-1500 psf ATTIC VENTING F F PER RA06 USE ENGINEER'S DESIGN SPECS AND 5/16'-12'ROOFOSB PEREApPEASDRTIU:S,SNIF PER PLAN OR TRL`SS NIFG CONNECTIONS WHEN DIFFERENT NAIL EDRdAT3'O.C.EDGE W AND 6'0.0 FIELDNAULTED(RAFTER)CEILING �. TO H.41'E R-311 BATTS O CEILING N I HAVE A-49 Z Q HURRICANE CLIP BLOWN IN INSULATION V/ SHEATHING SIDING AT EACH RAFTER ILL DECK RIN1 WALL TOEN:YIL GI)16d BOX O LE ER JOIST STI'`D FLASHING O4 EACH ROSS ORN RAFTER TO PLATE' JOIST PER PLAN /•\ DELI: FLOOR\ 1 F-I loch: DECK 5/16--12'R'.ALL QSBL4TED HALLS TO BE J JOIST NAILED Ad AT 3'O.C. 2x6 HF'=2 AT 16^O.0 AND 6'O.C.FIELD' WITH R21 BATTS ..ALI.CONN ECTIONS PF.R TABLE 1160231 b 8507 11507 DTT2 R'ITH THRU D71?\\ITH THR1� � L � N D3 R..W E9CH END ROD AT EACH END OF DEC{:LEDGER OF DECK LEDCERE L L 21 TRUSS OR RAFTER ui LL__ LUS HVV G£RS SHAI.I. A'S11 7 A 'oU FRONT FLOOR o NOT O\ERLAo BOLTS FLIT\'OOD FLOOR DIAPH RAGM OISfTODECI:OIST.-1T N.4NDR4IL REQUIRED GLUED.4ND NAILED\\'ITH 1-I2' 16d.qT 16-0.0 SOLE PLII\'CLOD FLOOR DI.4PHRAG�! EACH END OF LEDGER ON.4T LIE 11 16d.4T 16'0.G SOLE RING OR SCRCIVSH.4NK MIN PLATE TO JOISTS OR GLUED.4ND NAILED\VITH I-1" SEE DETAIL A4ABOVB ANDTO BE BCT\1'EEN:H' Ix)LB1.E JOIST PLATE TO JOIRIS 011 72.5 gu(0.099')SII:SHANK DIA. 0 o AND:SB'VERTICALLti J BLOCKING BLOCKING• BIND OR SCREE'SH iNK NII\ 0.50721 e o 0 0 0 o ABOVETREADS AT TOP OF STAIRS -ENDNAII.(2)16d -ENDN.AIL(2)16d 12.5 p HI.099')SHAN'T:DIA, LEDGER BOLTED TO RAM WITH 12'LAG BOLTS STAGGERED 18'O.0SOLE SOLE PLATE AND MIN 2'FRONT TOP,MIN 8/4'FROM BOTTOM,5-NLA\SPACING TOE CHASTL'D• TO EACH STLT, \BRTIC4LLY'.4ND MHN 2-FROM END 8312.3 I,�" ;•SPHERE MLAY NOT DM2x4TOPASIL PA.S.STH000H RAIL RINI)OI.STTONAILEDE MAN q'/76d TO FLOOR JOISTS TOTOP PLATE\LITH O EACH PICKET Ad.4T R'D.C.• FLOOR JOISTS PER PLAN 114N 1/ SOFFIT BO. PER PLAN 1.4 1x•1 TRIM NIIN 12'GNB _ UNDER ST.MRC SHEAR%%ALL •O� PARALLEL E4 SIDE Q OF P1CI:ET R-30 BATTS DOUBLE TOP PLATE L4.CU Z 2x12STRINGER RINC)OIISIT'LAPS WITH(2)16d TO O c WITH 2x4 SPACER OR`MUE TOP PLATEWITH(2)16d TOEACHSTPD• PERPENDICL'L\R ORNIL'D SILL WITH(3)Ad TOENAILEU EACH JOIST• EACH STPD(IOd AT 4.x4 BEM.. �10k`TR311.7-RISER LAPS S 7x6 TRIM -RISER SHALL BE NO MORE THAN 7.75- INTERSECTIONS)' TO BE MA\ -TREAD SHALL BE NO MORE THAN 10' 6'-0'O.C.Po"S OF S IDCEKET -GREATEST RISER OR TREAD SHALL NOT ALL CONNNECTIONti 1•ER T:\BLE 11602.3 1 ALT.CONNECTIONS PER TABLE R602.3 1 rT, EACEEDTHESNIALLESTBY"MORETH.ANBR' 'S1. P4 2K2 PICKETS WITH(2) I'!'---��1 D2 DECK DETAILS PER R502.2 2 wLE 1-3 TYPICAL STAIRS 1-2 TYPICAL CANTILEVER 1.1 WALLS TO FLOOR H W INSULATED IVALLSTO BE N'.ALL P'-qll• R317 TRE ATED SILL PLATE Q 1/� ✓� SEE DETAIL D2 FOR RV LAND LEDGER CONNECTION DETAILS TABLE 116023.1 PLII\'OOD RODE DIAPHRACNI =2.AT 76'O.CE 11401.1.3.1 R117 TREATED SILL PLATE 11401. 1.3&11!(1.4.1.3.7 G LUED.4ND N.41LED WITH 1-12' TABLE 602.3.1 WITH R-21 BATTS KIIN 1 N 4 BAR NOT TABLE R403.1.6.1 N11N(1)No.4 6.4A N[YT 8401.1 6A (3)Ad FRONT SOLID [216HI ()"� \FLASHING BLOCKING TO BEANI RING ORSCREWSHANKNIIN -TOEN.9IL(3)Ad EACH MORE THAN 48'O.C.NLA\72" PT2x8JOISTS I°.5 0.099 SHANK DI.A. JOISTTOSILL' 1/2'C.4S1'-IN-PL:10E MORE TN.4N l.:'RC. 1/Y C:\Sf-IN-PLgC� SEE DETAIL' - R�( 7• THE YERIC.AL BAR BACK.SF�IV AT 16"O.C. -16d.4T 16'O.C.SOLE PLII\'DOD FLOOR ANCHOR BOLT 7^IM'O TPE\'ERICAL BAR ANCHOR BOLT D3.460VE SHALL E\TENDS' SHALL E\TEND 3• INTO CONCRETE FLOOR JOISTS PLATE IN JOISTS OR DIALPNAILED RI FH 1-1/2'RIND CLEAR OF G,E BOTTONT GO NCRCTE A9.i\72"O.G' LIDS HANGER EACH NI.AC 24"CANT BLOCKING• N.4ILEU\M"ITH I-12'RMC CLEAR OF THE&YITOM NL4172'O.C.(1 STOR\) v PER PLAN WITH OF FOOTING, R51M.1or FOOTING, JOIST TO LEDGER FOR JOISTS R-411 BATT5 -END NAIL(2)16d ORSCRE\\SHANK NIIN STANDARD HOOK 4 CONCRETL'.SL:\R STANDARD HOOK MALL OR 411"O.(:./2 STORYt• SOLE PLATE 12.5 g.(0.0N")SHANK DI.A EXTENDING NIIN 14" 8506,2 AC CAP TOEACHSTUD' EXTENDING MIN 14' R4114AA.2' (OR EQI!AL) PT 4.I OATTH 4.10 OF Q REAM U.N.O. 2x4 GUSSET EACH SIDE OF 1\1'OSTENI WALL - NIIN 4'BASE INTO STENT WALL. MAN WALL HT WITH 0 NIA\12"CANT POST NAILED WITH(3)10d COURSE.AND UNBALANCED BACKFILL NOT 1�1 PT 4.4 POSI'OR OVER POSTS P0.STTO I'.4DCONNECf10N: TO EACH MEMBER R404A 2(WALL) 1-VAPOR TOE\CEED4A- 6x6IFOVER I4FT R317 TREATED SILL PLATE _(I)'411OR.IN _ RETARDER N A21\\'ITIi 1 5•x4'44C BOLTS 8417 I PPE R 12' -(I)4 HORIZO\TaL I\I"PPER 12' AB.ANCHOR AND R4NISITN.AILS TO PAD PT 4x4 POSTS OR 4x6 TY'P14L SLAB - FLOOR JOISTS PER -\TIN 7.5'\\':1LL _ BETWEEN 11405 AND NEAR AIIU HEIGHT OFR_ALl. (OR EQUAL) ATSPLITINBEANIS ANDB4SE - .'.. PLAN I\TTH R-30 BATTS 11405 SLAB BASE.AND SRS4I,IEN;GF -NIIN 7.5'U'.ALL _ F DR WAGE -WSEC 8402.1.1 \:•1POR BARRIER MIN IA'x18`OR IA - WSEC 502.1.6.7 T1PI.4L FOUNDATION SYSTEM RIGID RIO INSULATION _ ROL'NDFO'OR18 6NIIL\'.4POR BARRIER WALLAND FOOTING E\TENDDOWN NIIN24" FOOTING ' THROUCHOITCRA\VL FOOTTNc,' '- Ral.11 " BOTTOM OF 08 TO FROST'LINE SPACE TAPED 1140.41.1 MRN 6x12(1 STORY)615 T2 STORY)6x21 STORYI CONC.FIG. 04-05-2013 FOOTING TO BE NIIN R403.IA (3 12-BELO\V GARDE FIG MIN 12'BETA\1'LT'DISR.AtBEDSOIL OVERLAP.4T JOINTA _ NIN 6x12(1 STORY)6x15(1 STORY)6x21(3 STORY)GONG FTG. 840411 1140.4.1, (1)\YITHN CONTWUOI'SMBN3-CLEARFROMBOTTOMOFFTG REVWt OR FROST LINE O\TMICHEVER IS DEEPER) (1)WITH N.4.CONTINUOUS NUN 3-CLEAR FROM BOTTOM OF FTG 1140314 11403.1.4 FTC MUNI2-BELD\\'LT'DISTITIBEU SOIL OR MOST ONE GSA-201' FIG MIN I2 BUAR'L DIS URBED SOIL OR FROST LINO NICHEVER IS DEEPER) Dl TYPICAL 10x8 DECK 0-4 INTERIOR BEARING IN CRAWL SPACE 0-3 FLOOR AND WALL AT GARAGE__] 0-2 F07INS WITH SLAB FLOOR 0-1 FOUNDATION WITH CRAWL SPACE 10