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FILLED CELLS � ::: (SEE FLAW'' «< 4" GARAGE .>> TOP V aN �GORNER F 7 GONG. OR PAVER DRIVEWAY GARAGE WALL BEYOND m l �411 L GARAGE (SEE FLAW AB I6"x8" THICKEN EDGE W/ (2) #5 CONT. THICKENED EDGE ® GARAGE DOOR DETAIL 6" GMU BLOCK 8" CMU (1) #5 VERT. FROM FTC, TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4' FURR STRIPS -PER BUILDER HOUSE SLAB (SEE FLAW z d ° ' 11 GRADE ° ° ° - _ _ I _ I—III—III=1 I —I -1 I I— _ I I I tY l III I I —I I I —I I —I I ... ' .' o —I I I— `' I I I � 1 °' I =I I I —I I I— - '—I I m I 113 11 El 15 =) I I— . . III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LocATIOW GLEAN COMPACTED � I"1 11 I I III I C I III I l i 111- FILL o 95%, MONOLITHIC, FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 CONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL SHOWN, FTC. SHALL BE I'-4" WIDE W (2) #5 BARS POOTI NG 5EGT1 ON W/ BLOCK DETA I L WALE: NTS 8" WIDE GONT. 8" CMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER %4" FURR STRIPS (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ HOUSE 5LA13 w MTL. THRESHOLD FOUNDATION DOWEL GARAGE 5LAB (SEE FLAW SET IN SEALANT MIN. 30 GROUT CELL } (SEE PLAN SOLID PAVER5 ° (SEE PLANS) IL Z x " - III —III —III —III_ .. III —III —III —III (z GRADE I I=1 11=III=III-1 I III —I I —I 1—III—I .IIIM 11- tY rz=I 5 II=— 1 I-' =III=I 11= d 1=III III=1 I I —III —I 1-' o z III—� III=1I ` MI I I —III —I I. III—� III=1I a I —III —III —I I- -I I III —III —I I III = I —I I HE E 11—I I -' � ' I=1 in III I I � . • ... � %4� - ' I=1 m III °—=I- 1) #5 DOWEL W/ 6" HOOK AT I =11 — III=11 I—III—i ALL VERT. WALL REINF. 1=I I III=III= IIIi-,I I' (SEE PLANS FOR LOCATION) III I I III=III=III 111i MONOLITHIC i—I 11=III—I 1=1 - I=1 1 1=III—III=111- GLEAN COMPACTED' " III =III= I I GLEAN GOMPAGTED III =III= I I FOUNDATION W1(2) #5 FILL o 95% I'-0" MONOLITHIC FOUNDATION FILL o 15% STANDARD I'-O° GONT. ON CHAIRS STANDARD DENSITY MIN. I W/ (2) #5 CONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL WHERE 2ND STORY WALL OGCUR5 DIRECTLY ABOVE THE OGCUR5 DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FT6. SHALL 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS BE V-4" WIDE w/ (2) #5 BARS GARAGE CURB DETAIL 6 ENTRY DOOR DETAIL scut= � scup xrs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %"' FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE FLAW PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUPPPF —III=11 11=1 I1= III—III—Ill—III- '-III—� I —I i l—II1=1 I I —I I I- `' I —I I 1I1—I I I —I I I- 1=1 m I I 1 I I °.° - I I-1 11=III- m I —III —III —III I 1I— II—III=III—III=III—'''- MONOLITHIC, GLEAN GOMPAGTED III =1 (= I FOUNDATION W/ (2) #5 FILL o 15%, STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE IN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" CK WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS n EXTERIOR OUTSW I NG 4 56D POURED S I LL5 DETAIL 6"x8" THICKENED — SLAB IN (1) #5 GONT. ATIO/PORGH/LANAI SLAB (SEE PLAN) THICKENED EDGE DETAIL 6" GMU BLOCK (I) #5 VERT. FROM FTC. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) EXP JOINT m I=� R4.1 F I -FOIL OR EQUAL OVER %4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE FLAW . n I —III —III —III . _III—III—III_II I I IEEI I I—III=I 1) #5 DOWEL W/ 6" HOOK AT III —III= ALL VERT. WALL REINF. I-III=III=1 I III; (SEE PLANS FOR LOCATION) GLEAN COMPACTED I11-III— FILL o qS% MONOLITHIC, FOUNDATION STANDARD DENSITY r-O" W/ (2) #5 CONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL scuee N% Y" GYP. BD. EA. SIDE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. N 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN 0 STUD TOP d PLT. BOT. %d .. . . * Le/ ° . e (2) #55 GONT. 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5U5JEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE 5PEGIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WADS ors 8" GMU (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID czL X x o DE ' III=III=III=III= 0 GLEAN COMPACTED FILL o 95Y R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I I—III—III—� °� :°. • ``. II III III III - STANDARD DENSITY I'-O" MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS CHA5E DETA I L 8 scum � PVC GHA5E SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: ti�QV_ A N 7" i,%4 S T E OF e� S . � 0 R © copyright,° struct6NfM1tC4W,vC. Z_ W W Z N Q \/ CD z i Z W J Q d � Z Cl U A e. 4 C� c pC W~ �02 = Q Jz W ; 1 Q� C O CAm W o c N mc M G. IV M&K project number: 068-200 1 1 project mgr. N J M drawn by. KG K issue date: 05-2 6-20 REVISIONS: date: initial: sheet: Cz CM d 0 O J LL. J ui L1 � 0 z 0 x a UJ (n O d U z 0)4 � Y 1, Z J J scut= NZ SDm 1