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rar. <br /> U , <br /> E <br /> 0 <br /> ® co <br /> E <br /> 24 X 24 X 10 CONCRETE FOOTINGS Under-Floor Ventilation Per R408_2 (WAG 51-51-0400), — ` <br /> TO PROVIDE DIRECT BEARING of <br /> TO PORCH POSTS Crawl S ace Area SQ FT 1008 <br /> Crawl Space Area SQ IN 145152 t <br /> Vent Area SO IN/300 484 <br /> Number of Typ 8x16 Vents (70) 7 <br /> 50' <br /> 40' = 10' > °11111 <br /> 1* <br /> Imo - — _ _ _ a_ _ _ �r - - -e _ __ _ ® _ ® ® �� �1 ® � � — � — - - _.. - - - - - - - - - — — - - e - - - <br /> r_ <br /> I <br /> SEC. R-408.2 . <br /> FOUNDATION VENTS TOs , <br /> BE WITHIN 3 FEET OF <br /> 6 MIL BLACK VAPOR BARRIER EACH CORNER TYPICAL. r <br /> THROUGHOUT CRAWL SPACE <br /> 0 <br /> 1 e6. _ 6' _ 6' 6' >I 6' >< 6' 17' 1-6 • <br /> • <br /> I c __J i J SOLID BLOCKING J — __J I_ _ —J I_ —- L —J , —J -4 X 10 DF#2 TYPICAL- —J I —I <br /> OVER BEAM 1 24X24X10 CONCRETE <br /> FOOTINGS TYPICAL <br /> 3-7" U 17,-5„ <br /> N Z <br /> co r <br /> •Q I ^OCR <br /> — 1 1 <br /> ® o � � � � � � ® ® — — �� <br /> — SOLID BLOCKING- - J L- -J L- -I ' I- - - - Qo J I___OVER BEAM J � —J I--- E - <br /> 17 X 6 CONTINUOUS 6" FOUNDATION <br /> 1'-6" � <br /> 6' 4'-6" 6' > 1-6„ FOOTING TYPICAL WALL TYPICAL �� <br /> 1 MIN 18X24 CRAWL SPACE I • FLOOR JOIST TO BE � <br /> ACCESS. INSULATE AND 2X12 HF#2 AT 10"OC , <br /> 4" CONCRETE SLAB <br /> WEATHERSTRIP. I AT GARAGE <br /> r <br /> ,_ . _ _ _ _ . <br /> ,_ . <br /> w — - -J L— <br /> W b 36 X 36 X '12 CONCRETE , <br /> D 0 FOOTING WITH (2)#4 <br /> O ® EACH DIRECTION <br /> FASTENERS INTO OR IN CONTACT WITH <br /> PRESSURE TREATED OR FIRE RETARDANT TREATED OA <br /> WOOD SHALL BE OF HOT-DIPPED O�R�1'� <br /> L m ,-- - - .= — GALVANIZED STEEL, STAINLESS STEEL, SILICON / �- ® ® � <br /> — 6 BRONZE OR COPPER. EXCEPTION: 1/2 INCH <br /> ei / <br /> L i�� // _ ___ — — _ l DIAMETER OR GREATER STEEL BOLTS. O / - <br /> ® ® - ® ® �1 5 ��/ \c52-\ \sue — e __ ° o _ _ ____ aI I <br /> r_ ____ ___ _ ____ ___ ___ __ _ ____ ___ ___ ___ ___ ___ ___ ___ ___ ___ ____ ____ ___ <br /> 1 L___ ___ E._ ___ ___ ___ _ _ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___,___ 1 I 1 <br /> re <br /> -2'-6" >< 16' >< 2' 6" 1— <br /> LOWER FLOOR �1�-< 2' x 6-10 1/2" 2' — 8' 1 1/2" _` 21' 10' > <br /> FRAMING PLAN <br /> SCALE 114 1 FT 50' > 1 <br /> FOUNDATION PLAN <br /> SCALE 1/4"=1 FT li I <br /> I . <br /> ill fri <br /> ..11 ® <br /> M De <br /> ,., <br /> ; �� 1 ,_. , <br /> A �J t �� +era a DATE: <br /> UPSTATE ENGINEERING " 3/11/2020 <br /> PO BOX 952 ' <br /> LYNNWOOD, WA 98046 �I�® JOB:_ _ 206-280-4715_ i • <br /> STRUCTURAL REVIEW <br /> THIS DRAWING HAS BEEN 2388 <br /> REVIEWED FOR STRUCTURAL <br /> REQUIREMENTS ONLY PER THE t - <br /> ATTACHED LETTER/CALCULATIONS SHEET:PROVIDED BY THIS OFFICE. _ <br /> } REVIEWED BY: 8rh5_ <br /> DATA: zi'11 i2_Q JOBN 1166 F k <br />