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ROOFING PER ELEVATION SHEET
<br /> REVISIONS BY
<br /> 30"BUILDING PAPER
<br /> 1/2"GDX PLYWOOD OR 1/16"OSB ROOF PITCH PER
<br /> SHEATHING(VERIFY W/BUILDER) 2x6 (E CEDAR
<br /> ELEVATIONS AND/OR INSULATION OPTIONAL STUD WALL PER T!G PLYWOOD GLUE GAP(EASE EDGED)
<br /> BUILDING SECTION
<br /> <NAIL TO FLOOR JOISTS
<br /> ENGINEERED TRUSSES+24"O.G. VERIFY W/OWNER) FLOOR PLAN AND/
<br /> BAFFLE FOR 1"MINIMUM AIR P.T,2x6 PLATE(ANCHOR OR GENERAL NOTES
<br /> SPACE ABOVE INSULATION
<br /> IZ 11 2x6 STUD-FRAMED WALL PER NOTES) PER PLAN)
<br /> E t SPACING METAL'L'FLASHING ABOVE PLWD,(COAT
<br /> NOT PER ES
<br /> !GENERAL �STUD WALL BOTTOM LEG W/MEMBRANE ROOFING)
<br /> SIMPSON A!OR EQJ EACH TRUSS (PER PLAN)
<br /> 4"CANC.SLAB PER RIM JOIST PER ROOT TKs PLYWOOD W/MEMBRANE
<br /> 2x SCREENED/VENTED BLOCKING FOUNDATION PLAN -JOIOT MFR, INSULATION PER ROOFING(VERIFY TYPE W/BUILDER) Q Z
<br /> GENERAL NOTES 3/4"TsG PLWD. Q
<br /> (MATCH TAIL DEPTH) II ON TAPERED FURRING STRIPS EACH
<br /> XALM6"MIN, a N4 GLUE t NAIL TO 9.5"I-JOIST v
<br /> FINISH GRADE II`` '4 �4 '+ FLOOR JOISTS
<br /> 514x 0183E CEDAR '�I II II �I I + I/7"HIGH-DENSITY OR I.IOIbTb 3
<br /> PER PLAN
<br /> OR PRIMED SPRUCE S/B"TYPE-X GWB GLG. E
<br /> INSULATION PER I 7x4 STUD WALL TO
<br /> FASCIA W/5"CONT, GENERAL NOTES (USE ONLY 5/0"TYPE-X I.JOISTS MATCH IXT£RIOR Z-
<br /> 6-MIL VAPOR RETARDER Cl)7x TOP PLATE
<br /> GONG,FDN. WALL FINISH U.N.O. E
<br /> METAL GUTTER!PER c• ON COMPACTED STRUCT, (LAP SPLICES 48" GWB+GARAGE CEILING) � 7x CANT STRIP W/FLASHING+WALL
<br /> ELEVATIONS) 1/2"HIGH-DENSITY OR PER PLAN FILL PER PLAN
<br /> 5/6"TYPE-X GWB CLG, € •4 4 MINIMUM TTPIGAU TYPICAL (COAT W/MEMBRANE ROOFING) L HIGH POINT of DECK
<br /> VERHANG PER iu ONLY 5/8,TYPE-X
<br /> RO F FRAMING PLAN GWB+GARAGE CEILINW ,m
<br /> TNROUGHHUALL
<br /> TYPICAL ° + ° DRAIN(VERIFY) �1
<br /> • FLOOR/WALL DETAIL z.x j �Q
<br /> 2x STUD WALL PER PLAN Cj V V
<br /> !GENERAL NOTES (7)2x ES PLATE(LAP CANC.FOOTING(SIZE SCALE: 3/4" = I'-O" lEddat m
<br /> FILL JOIST CAVITY W/
<br /> SPLICES 4B"MIN,TYP.) 4"DIA.PERF.PIPE t REINFORCEMENT PER R-30 BATT INGUL,TYP,
<br /> IN FREE-DRAINING FOUNDATION NOTES) BEAM PER SIDING PER ELEVATIONS 7/ii c'I
<br /> TRUSS/UJALL DETAIL GRAVE-BASE PLAN AND/OR WALL DETAIL 1l O
<br /> I!1"HIGH-DENSITY OR 5/B"tYPE-X
<br /> P,T,6k6 OR GWB CEILING,TTPIOAL STUD WALL
<br /> GARAGE DETAIL CEDAR POST PER PLAN) � S� � 9
<br /> BEYOND(CONTINUE i65
<br /> SCALE: 3/4" = 1-O" 2x6 646 CEDAR CAP RAIL PROM GRADE,THRU cm
<br /> (EASE EDGES) DECK,TO ROOF ROOF DECK DETAIL, SIMILAR z L+DECK CORNERS) D z i 0
<br /> 3/4"T<C+PLYWOOD GLUE Ix4 9152E CEDAR RAIL BOTH SIDES SEE GROSS SECTION
<br /> INSULATION PER 1 NAIL TO PLOOR JOISTS OF PICKETTS TOP t BOTTOM 2x2 CEDAR
<br /> GENERAL NOTES SCALE: 3/4"= 1'-0" m
<br /> LJOIBTS!SIZE!SPACING -JOIST BLOCKING+ PICKERS" 9
<br /> 9/4"T!G PLWD.TYPICAL FACE OF STRUCTURE MAX•��
<br /> PER FOUNDATION PLAN) BEAM RECOMMENDED FLOORS t LANDINGS D.C.TYP.) n .+
<br /> BY DESIGNER 2x NAILER FOR (5/4X4VERIFY
<br /> Y W CEDAR DECKING P,T,6x6 OR L zp
<br /> S7RINGERB NERIFI'W/BUILDER) CEDAR POST 1•."
<br /> 'i RIM MAT'L PER I-JOIST MFR. F
<br /> BEYOND!CONTINUE a
<br /> RIM JOIST PER I I/B'OSB TREAD P.T. DECK JOISTS PER PLAN FROM FOOTING+
<br /> I-JOIST MFR.SPECS. TYPICAL U.N.O. I"TYP
<br /> GRADE TO FORM
<br /> Z-FLASHING W/DRIP(BEHIND RAILING SUPPORT) _��• {{ pS pf/
<br /> Ixe RISERS TRIMMED TO SIDING<ABOVE LEDGER) E m N{d cd (T(+'•IS
<br /> FINISH ° P.T,7x6.PLATE DAP
<br /> GRADE 6"MIN. YATICHOR PER gNA
<br /> M PER PLAN FIT(VERIFY ON-SITE) `� {ti oS,S I'' N
<br /> I— ��I T TO HEAT r
<br /> "MIN.
<br /> NOTES) 2x12 DFF2 STRINGER
<br /> 3 TYP.(24 O.G.MAX.) / �•4n-/'^� t.l0�n:� ��. / ri$�/Y , 31�.7.Q
<br /> uR.I.
<br /> NECTOR PER C P C�J1�
<br /> NDATION NOTES Ix 0162E CEDAR TRIM I I�a�d r 'm q s P( K
<br /> '.i L 4 POST SIZE<SPACING V2 HIGH-DENSITY OR 'S U a'y
<br /> o PER PON.PLAN<NOTES 5/B`TYPE-X GWB CLG. 6 M•n �o
<br /> E G.PAPER TYP, P,T,2x LEDGER CONT.WI SIMPSON =
<br /> CONC.FOUNDATIO '4 4 (VERIFY W/BUILDER) LUF-U JOIST HANGERS(OR EQUAL) 4
<br /> (UNLESSP.T.POST USED) P.T.BEAM PER PLAN � T. C3, rlT 'Z x�•Z STR(�eL.I PER PLAN "' RETIE VAPOR 7�4„ CONNECT LEDGER TO RIM JST,W/ POSITIVE CONNECTION W 7 V D-
<br /> .+ RETARDER MAXIMUM I/2"GU$WALLS TYPICAL ORTWRULAG SCREW,SEE DECK NOTES, POET TO BEAM!VERIFY)TABLES<DE(AILS ON SHEET 1GONG FOOTING!SIZE 2x4 NAILER GONT, 7xi0 GWB BACKER P.T.POET PER PLAN rj%(j'1/y/v/guar pY{/4'DIA.PERf.PIPE !REINFORCEMENT PER23(OR EAJ GONG,PAD FOOTINGal .°du�' Ex}ti,o. Sfia:r Sec�:� c,00fc4c,IN FREEDRAINING FOUNDATION NOTES) TH SIDES I,
<br /> STAIR FRA INCH DETAIL PER FOUNDATION PLAN -FINISH GRADE
<br /> GRAVEL BASE TO POET!FOOTING P.ell I�
<br /> (IRO SECTION R40T.3) I I °�4 c` +'T)Pcc
<br /> SCALE: 3/4' = V-O I',n10 ro^pp�r i ^qi t cea lo�p+L 1� 6e ZO
<br /> FLOOR/FOUNDATION DETAIL Z T
<br /> I�kaw�•wr� ac-o�� s7wNr� DECK DETAIL
<br /> E 4 SCALE: 3/4" =1'-O" POO F}7 �I�-runs _ SCALE: 3/4"=1'-O"
<br /> GINEBRID TRUSSES+24"O,C,
<br /> 7 v ju
<br /> 4
<br /> 2x4 HALF-WALL(STUDS+W'O,CJ O O
<br /> W/HARDWOOD RAIL CAP<EXT.
<br /> SHEATHING BOTH BIDES.EXTERIOR �
<br /> 2x WALL N POST SIDING TO BE FULL INTERIOR,
<br /> DECK SIDE,HEIGHT
<br /> BE PER ON N >
<br /> PER PLAN w A
<br /> ELEVATIONS ON EXTERIOR,ROOF
<br /> BIDE,FINISHED HEIGHT ABOVE DECK WATER PROOF ROOF DECK /n��}
<br /> P.T.2x BOTTOM PLATE 2x4 STUDS 2M BO.C. 1J.1 ^
<br /> VERIFY FOOTING!REJSAR !VERIFY ANCORAGE) LAP SIDING PER 2x STIJDo!INSULATION SURFACE TYPICAL+DECK PERIMETER MEMBRANE ON TAPERED 2x6 STUDS +IB"O.G. +16"O.C. 2x6 STUDS LLL Ib
<br /> W/FOUNDATION PLAN t W/FINISHED HEIGHT t REQUIREMENTS AS FURRING STRIPS ON 9,5"1-J018T8 +I(e"O.C. •16"O.G.
<br /> ELEVATIONS PER FLOOR PLAN AND/
<br /> NOTES OR GENERAL NOTES LISTED IN DETAIL b',THIS SHEET. 9/4"T!G PLYWOOD 4"CONC.SLAB
<br /> TYVEK OR EQUAL (GLUE 8°BUILD UP ON N
<br /> 2.RAFTERS+ 9.6"-JOISTS+I6"O.C. 3/4"TOG PLYWOOD 3/4"TKa PLYWOOD 1L
<br /> I/2"GDX PLWD.OR I/2"GWB TYPICAL N6E 2x4 9TUD8
<br /> VIG"OSB SHEATHING 5/8,TYPE-X GWB+ PER ROOF FRAMING PLAN 4 12 GLUE!NAIL)ON o 16"O.C. GLUE!NAIU ON (V
<br /> PER PLAN '4••4 d•4 •4 (VERIFY W/BUILDER) GARAGE WALLS TYP.) 1IU--JOISTS-JOISTS-
<br /> JOISTS+I6"0- ILB75"I•J ,—
<br /> 6-MIL VAPOR SCUPPER
<br /> '. RETARDER DAAIKL.S 01,3 OR u
<br /> W6S7 S(aect OULy
<br /> PER PLAN
<br /> LAPSIDING DETAIL METAL LINED EXTERIOR WALL GLULAM 2.4 STUDS
<br /> SCUPPERS FROM DEC S REMOVED �� PER PLAN +loll O.C. GLULAM PER PLAN
<br /> r
<br /> S _....__. .....
<br /> FOOTING UNDER SLAB SCALE: 3/4" = 1'-0" AREA TO OUTER ROOF D6 STUDS N FOREGROUND
<br /> yam{ (VERIFY LOCATIONS) +I6"O.C.
<br /> 1 , SCALE: 3/4" = 1'-0" EXISTING 2x4 STUDS, 1RX(_ __
<br /> VERIFY PLACEMENT ry W STAIRS BEARING WALLS,
<br /> BEYOND FLOOR SYSTEM,<
<br /> _ STAIRS BEYOND
<br /> WALL
<br /> 2x6 BTUDB
<br /> EXISTING SUBFLOOR 3/4"T t G PLYWOOD CORNER +16"O.C.
<br /> (GLIlO!NAIU ON BEYOND
<br /> EXISTING 2x4 STUDS ON 2x5 FLOOR 1018T6 II.BTS"I.IOISTb+16"O.C. _
<br /> 4x HEADER 2°RIGID INBUL EXISTING 2x4 STUD
<br /> (PER PLAN) (R-10 MINIMUM) 2.4 EXISTING 7x4 b71JD NEW CR"
<br /> 4x4 HF"2 2x MATCH WALL
<br /> CRIPPLE WALL CRIPPLE WALL WALL,7x6 L
<br /> THK:KNE89) ^ STUDS+16" .C.
<br /> 2x6 _ �g EXISTING
<br /> PLACEMENT
<br /> _11 _ Q ° MILLENNIUM DESIGN
<br /> 360-424-3334
<br /> Y 2x6 EXTERIOR 2x4 EXTERIOR INTERIOR PARTITION CONIC.FOOTING+FOUNDATION 4"CONC,SLAB GONG.FOOTING a FOUNDATION troy+drauxbyml Ilermlum.com
<br /> c WALL PER PLAN ON GRADE WALL PER PLAN
<br /> (INSULATED,BEARING) (BEARING) (NON-SEARING) o
<br /> �1�111 Ialll
<br /> EXISTING GRADE DRAWN
<br /> NOTE: MINIMUM STANDARD SIZE UNLESS OTHERWISE NOTED. m ° 1 u �
<br /> DO NOT USE HEARTWOOD BEAM WITH 4x DEPTH EXISTING CONC.FOUNDATION WALL EXISTING CONIC.BLAB, CENTER SUPPORT/ -PER EXISTING CONC.FOUNDATION WALL DATE
<br /> rr.
<br /> t FOOTING.HEIGHT LISTED AS VERIFY DEPTH ENGINEER'S NOTES t FOOTING.HEIGHT LISTED AS '�Q�j
<br /> MEASURED ON THIS BIDE OF RESIDENCE MEASURED ON THIS SIDE OF RESIDENCE J��
<br /> K STANDARD HEADER DETAIL B-124
<br /> SCALE: 3/4" • 1'-0" IX SHEET,
<br /> ' EXISTING ADDITION
<br /> BUILDING SECTION
<br /> OF,
<br /> SCALE: I/4" = I'O°
<br /> BUILDER TO VERIFY ALL DIMENSIONS.ECONSTRUCTIONDALLAP LI COMPLY WITH THE
<br /> ZO;S INTERNATIONAL RE9IDEMIAL CODE AND ALL APPLICABLE LOCAL,STATE
<br /> AND FEDERAL BUILDING CODES.
<br />
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