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_4 rsi <br />M <br />(SECTION JOGS @ 1 ST FLOOR) <br />24'-0" <br />Sim <br />6 CONC STEM WALL 1 8 5 3 <br />10`®11® <br />WOOD SHED & ALCOVE � 4„ S 2 6 4„ S-2 6'-8- <br />4 I <br />r <br />- e <br />v <br />a. <br />OPENING THICKENED I <br />FOR DOOR I 11°-54„ T-4" 1 SLAB EDGE <br />- -- - -- <br />40 <br />I I I SLAB ON GRADE W/ I <br />THICKENED SLAB EDGE <br />1 � I <br />-104 <br />j I <br />I <br />�ii .► <br />4" SLAB ON GRADE I <br />SLOPED DN" PER FT MIN. I <br />CONC j ( r',`. -FOOTING #2 30" FOOTING #1 36" <br />FOOTING ;, ( SQ. x 10" D W/(3) SQ. x 10" D W/(4) <br />WALL, TYP I #4 EA WAY #4 EA WAY---\ <br />- I <br />CONC STEM i " _ _�_ _ FOOTING FOOTING <br />WALL, TYP, --I <br />UNO i I P5 <br />6:12 SLOPES W/ V-0" <br />CLIPPED GABLE c@ <br />AWNING ROOFS, TYP <br />0 <br />SCALE: 1/4'° ®1'-0°' <br />WMMU <br />-9 <br />I <br />M <br />I, <br />r <br />W <br />HEADER #4 <br />6x8 DF#2 OVER <br />' WINDOW <br />FROM HDR #4 <br />TO HDR#3 <br />HEADER #3 <br />52'x12GLIB <br />DIRECTLY UNDER <br />RIDGE BM--®----- <br />(3) 2x6 BTWN <br />WINDOWS, <br />BLW HDR #4---/ <br />7 <br />S-3 <br />FROM H R #4 <br />TO HDR# <br />(SECTION JOGS@ 1ST FLOOR)- <br />® 4'-0'° - - p�4'-- <br />BM #5 <br />4x6 HF#2 <br />WOODSHED <br />KIM <br />2x4 RAFTERS <br />9 <br />11-11 @ "BUM -OUT1 <br />INTERIOR <br />BM #4 - <br />A <br />6x8 HF#2 1 <br />Ca <br />DROPPED <br />i <br />,..; <br />i-3 <br />COGARAGE <br />V6 <br />! <br />- - - <br />I ELEC 3 <br />PANEL S 3 <br />4'-0" <br />ULL HT WA L WALL FROM CLG TO -------- - <br />UNDERSIDE OF STAIR <br />2x6 <br />' BM #6 <br />' i U P x- 2 LB: � �� <br />3 24F-V14, °� <br />TOP; FLUSH, <br />4'-0„ I <br />-. -- - 2 <br />i <br />3.1 S-3 <br />I <br />24'-0 <br />I <br />i <br />I <br />LL <br />M <br />0 <br />- <br />W <br />I � <br />� <br />E <br />Cq <br />SKEWED <br />-- <br />6.12 7 <br />�I, <br />6.12 <br />I <br />SLOF�E <br />SLOPECq <br />u_ <br />f <br />Cq <br />M <br />O <br />04 <br />1-1tJ212-2, <br />I TYP <br />-- <br />--- <br />c� va MSC4 --- 5 <br />n Bits #1.1 (2) 2xl2 HF#2 _-- I -3 <br />210-2 =�- ---- - - F?IDGE VENT LSStJ 21O-2 <br />RIDGE <br />RIDGE BEAM, BM#3_-= <br />--- - __S2x f62� LB 24F-V4 <br />,0 <br />1 <br />1 <br />I� <br />LO <br />1. Dimensions to face of stud @ (N) walls, face of finish @ (E) <br />walls, face of concrete, or centerline of column, UNO. <br />2. Contractor to notify building designer of any discrepancies in the <br />drawings prior to proceeding with work in the affected area. <br />3. A minimum of 75% of permanently installed lamps in the lighting <br />fixtures shall be high -efficacy lamps. <br />4. Smoke detectors to be hardwired and interconnected per IRC <br />R314.3.1 <br />FOUNDATION NOTES: <br />e.Typical concrete footing: 16" W x 8" D w/(2) #4 Cont. mid -depth <br />2. Typical concrete stem wall: 8" W w/#4 @ 16" o.c. vertical <br />NEW WOOD STUD FRAMING: <br />2X4 @ 16" O.C. @ INTERIOR, LINO <br />2x6 @a 16" O.C. @ EXTERIOR, UNO <br />SD SMOKE DETECTOR <br />ACM CARBON MONOXIDE ALARM <br />MARK <br />I QTY <br />WIDTH <br />HEIGHT <br />TYPE. <br />MATERIAL <br />GLAZ <br />( U-VALUE <br />MFR I <br />LOCATION I NOTES <br />1 <br />I 1 <br />13'-O" <br />7'-0" <br />OVERHEAD I <br />STEEL <br />N/A <br />N/A 1 <br />TBD l <br />GARAGE <br />_ <br />2 <br />1 <br />T-O" <br />6'-8' <br />SWING <br />FIBERGLASS <br />I HALF LITE <br />N/A ; <br />THERMATRU j <br />i <br />GARAGE 11,2 <br />6'-8" SWING <br />I <br />FIBERGLASS <br />HALF LITE .28 MAX <br />T'HERMATRU <br />OFFICE I 1,2 <br />GENERAL NOTES <br />KEY NOTES <br />1. Contractor to verify hardware <br />1. SAFTEY GLAZING <br />2. Contractor to verify rough opening required. <br />2. SIMULATED DIVIDED L ITES W/GRILLES BTWN GLASS <br />WINDOWUL <br />uU, K7 <br />QTY <br />WIDTH <br />HEIGHT <br />TYPE <br />U-VALUE <br />LOCATION <br />NOTES <br />2 <br />3-4-j <br />5'_0" <br />SINGLE <br />.28 MAX. <br />OFFICE <br />j 11,2 <br />HUNG <br />11 <br />T-0" <br />2` 6°' <br />AWNING <br />f .28 MAX. <br />i <br />OFFICE l <br />2 <br />1 <br />T-0" <br />2'-6" <br />( FIXED <br />28 MAX. <br />OFFICE <br />2 <br />j 6 <br />2,_6„ <br />47 <br />3,-6°I <br />HUNG <br />i <br />28 MAX. <br />OFFICE <br />2 <br />GENERAL NOTES ! KEY NOTES <br />1. See elevations for operation & grids. 1. EGRESS <br />2. Wall thicknesses vary, field verify prior to ordering 2. SIMULATED DIVIDED LITES W/SPACER <br />3. All windows to be "Mllgard Ultra" double glazed white <br />fiberglass windows, Low-e3 coating and argon gas, or equal. <br />SIDING <br />DS <br />BUILDIN <br />1 PEEL Ali <br />�- 3 LF BIRDBLOC LAP ROC <br />VENTING <br />STEP FL <br />ASPHAL <br />ROOFINs <br />1 e SHEATH <br />i' <br />I BM # 1.1_ (2} 2x12 HF#2 I <br />--• - - <br />6 �' <br />S-3 <br />HEADER #4 <br />6x8 DF#2 OVER <br />N ® 2E u-MSC <br />co x <br />WINDOWS <br />Cxq <br />T� <br />�`�� <br />l <br />�' I <br />u_ <br />ss <br />r <br />`� <br />cG <br />S-3 <br />V-6„ <br />WALL BELOW <br />! <br />DS <br />DS <br />8 <br />A <br />CONT GUTTER <br />S-3 <br />ROOF PLAN <br />SCALE: 1/4" ® V-0" <br />ROOF VENTING. <br />1 <br />ROOF AREA: 456 SF <br />VENTING REQUIRED: 456 / 150 v 3.04 SF <br />3.04 x 144 SQ IN / SF ® 437.76 SQ IN REQUIRED <br />2" 0 BIRDBLOCK VENTING GABLE END VENT <br />W/2" INSECT SCREEN NET FREE AREA: 26.4 SCE IN <br />NET FLEE AREA: 5.76 SQ IN / LF <br />AVAILABLE VENT SPACE: <br />VENTING PROVIDED: 2 GABLE END VENTS = 52.8 SQ IN <br />5 LF BIRDBLOCK VENTING x 5.76 SQ IN/LF 2.8.8 SQ IN <br />RIDGE VENT PROVIDE: <br />NET FREE AREA: 18 SQ IN / LF 20 LF RIDGE VENT: 360.OSQ IN <br />5 LF BIRDBLOCK VENT: 28.8 SQ IN <br />VENTING PROVIDED: 2 GABLE END VENTS: 52.8 SQ IN <br />20 LF x 18 = 360 SQ IN 441.6 SQ IN MIN, PROVIDED <br />IT O 'In <br />REVIEWED FOR PERMIT <br />10 A <br />K Zeim Home Design <br />1329 N 47th Street, #31348 <br />Seattle, Wig 98103 <br />(206) 850-9323 <br />kathy@kzeimdesign.com <br />REV ##: DATE: DESCRIPTION: <br />1 ' \ JUNE 20, 2021 EVERETT <br />LAND USE <br />CORRECTIONS #1 <br />