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(--- , ,-----,--- <br /> .. Genii Notes <br /> --, r 1'-1' 1. SLAB ON GRADE (BACK <br /> —•'"®� 6' 9r is POURCH) SHALL BE 4" THICK <br /> • (MIN) WITH 6MIL BLACK <br /> -I VISQUEEN OVER COMPACTED <br /> SIMPSON PARS i' X 24' FILL, <br /> WOOD FASTENING PER 2' 2. FOOTINGS PLACED ON NATIVE <br /> TABLE R602.30) t UNDISTURBED GRADE (IF <br /> DISTURBEDCOMPACED USING <br /> NEW GROUND LINE - FOUNDATION ANCHORS MECHANICAL COMPACTING <br /> FROST LINE DEPTH = 18' PER SECTION R403.1.6VERTICAL #4 REBAR ® ® METHODS) <br /> 48'OC MAXIMUM SPACING FOOTING CRAWL 3 ARE CONCRETE 3000 PSI MINIMUM WITH <br /> S3X6 ILL PLATE PRESSURE TREATED • SPACE ACCESS • AIR ENTRAINMENT NOT LESS <br /> THAN 5%OR MORE THAN 7%. <br /> 6// #4 REBAR PLACED PER POINTS 1 AND 2 - 6' 4. FOUNDATION SILL PLATES <br /> IRC R403.1.3.1 <MIN 4 'OC) SHALL BE BOLTED WITH NOT <br /> • __ LESS THAN �" GALVANIZED <br /> Ti <br /> ADDITIONAL #D4 REBAR — 6' 1 -1 6 , ` ANCHORS WITH MINIMUM 7" <br /> EMBEDMENT SPACED NOT <br /> 2' FOAMULAR R10 y 1'-1' — MORE <br /> LEAST 2 EA ART <br /> 2 1�-1� 17'-6' • 18' ANCHORS PER PIECE, <br /> 6MIL VAPOR <br /> HARRIER WASHERSN ARE REQUIRED. <br /> 2' ti:11. <br /> 1 5. VENTILATION CALCULATED AT <br /> 2.64SF REQUIRED = 10 EA <br /> J 6// • 5" X 8" VENT OPENINGS <br /> • <br /> (360SF CRAWL SPACE) EAST <br /> AND NORTH WALLS VENTED <br /> 6. CRAWL SPACE SHALL HAVE <br /> o; MIN 18" CLEAR WITH MINIMUN <br /> 1 8"X24" ACCESS HOLE <br /> F❑❑TING DIMENSI❑NS PER TABLE 7. BLACK 6MIL VAPRO BARRIER <br /> R403.1(1) SN❑W L❑AD REQUIRED = 25 -1 " LAPPED A MINIMUM OF 12" <br /> PSF ROUND UP TO 30 PSF(N❑TE 'i�; ® ® AT EACH JOINT AND EXTEND <br /> 13'X6' GOOD FOR SUBSURFACE LOAD '�3 UP TO THE FOUNDATION <br /> WALL. <br /> BEARING VALUES OF 1500 PSF) 8. ALL WOOD IN CONTACT WITH <br /> EXISTING SUBSURFACE GROUND HDU2-SDS2.5(3075 LB 10'-3' - 10'-3' - CONCRETE WILL BE <br /> CAPACITY IN EXCESS OF 1500 PSF HOLD-DOWN FORCE) 1'-1' PRESSURE TREATED 3X <br /> ® i e MATERIAL OF ANY SPECIES <br /> ALL MARKED OR BRANDED <br /> • ® • e ® • •° I I • ® • e • i 9. DRYER VENT NOT AFFECTED <br /> L r ] I 10. UTLII1ES FROM EXISTING <br /> 22' 6 HOUSE WILL PASS OVER <br /> EXISTING FOOTING AND INTO <br /> NEW CRAW SPACE (EXCEPT <br /> EXISTING SEWER. <br /> - 1 // 2X8X12' Douglas fir-larch #2 <br /> 7 2 16"❑C per Table R502.3.1(2) <br /> 2 1" (Residential living areas, live load = <br /> 2 40psf, L/360, dead load = 20 psf1)( ) 1 REVISION 4/20 <br /> AL SI. ii, N <br /> `No. Revision/ImoDate <br /> )1 <br /> f 46' <br /> Then Moro ml Addm• <br /> + 6// 6// <br /> t 1! �} N <br /> 2'-6// 6//t )1 ____1 :1 )( )1 <br /> 1/-6// <br /> 2/ IProject Nam..d <br /> 1 l r Miami <br /> HOME REMODEL/EXPANSION <br /> AIFAS & VANCE AESCHLEMAN <br /> PLACE 8" DIA, ROUND 4715 ESTVIDR <br /> EW <br /> \ EW STR U CTU E BL❑CK❑UT FOR HVAC <br /> —'1/—1//r EXISTING <br /> FOOTING DETALS FOOTING Soot <br /> 4715 REMODEL <br /> 01/29/2021 S T 5 <br /> aaa. <br />