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a FILLED CELLS (SEE PLAN) vM1<^vc TOP VIEW ®CORNER 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID F —1 GONG. OR PAVER GARAGE WALL z DRIVEWAY BEYOND _ 6ARA(5E SLAB (SEE PLAN) d< e .°. H' 16"x8" THICKEN; E06E W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 8" WIDE GONT. GONG. CURB w GARAGE 5LA13 > F(5EE PLAN) e � —III—III— III —III —III I11=1I1=1I1= e l l=ll I I� �I I I� 111=fii--(I) #5 DOWEL W/ 6" HOOK AT _ I I I I=I I I-1' ALL VERT. WALL REINF. 1 I I=� III=III = III I' (SEE PLANS FOR LOCATION) I �=III—III—III—I _ GLEAN COMPACTED FILL o q5% I'-O�' MONOLITHIG FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 CONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 G t6l CURBDETAIL 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. ''=1I 1=1I I-c� 1=1 I I P. III —I 11=1I I —III_ ' III —I I a. I I=1 I I —III —III I- I- `' —I II I I M 11-I I I- _ =1 m III I I a I I —I I I-1 I I- � I I I I I -_-_-_I I I � I I I I I; m� II II III —III —III III— MONOLITHIC I „ II I MITII11 �,1 GLEAN COMPACTED IIII— FOUNDATION W/ (2) #5 FILL A q5% STANDARD I'-O° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED HHERE 2ND STORY HALL OGCUR5 DIRECTLY ABOVE THE 8" GMU HALL SHOWN, FT6.5HALL BE 1'-4" HIDE w/ (2) #5 BARS EXTERIOR OUTSW I NG I$ 56D POURED SILLS DETAIL i d c a 6RADE III=1 _ _ _ II—III- -1 -.'I 1511 III —III < —I I I —I I I- III=1 I 1=1 . III —I I- R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) -(1) #5 DOWEL NV 6" HOOK AT I_ ALL VERT. WALL REINF. GLEAN COMPACTED (SEE PLANS FOR LOCATION) —/ I I� �, I I I I I I I i I —III � I 11= ' —III..-1i FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -O H/ (2) #5 CONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OCCUR-5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 PODT I NG SECTION W/ 15LOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLAN5) e 9 III—i I i—III—I I i, ; I i' ''=1 11=1 1 1= r� 1=1 I I e. III —III —III —I 11- III —I III — I I a I —III —III —I I- ' —II- ' 1=1 m III I I a 11=1 11=1 I I- 1�1=III- II—III=III=III=III—''' MONOLITHIC GLEAN COMPACTED III =III-1 FOUNDATION W/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE W (2) #5 BAR5 ENTRY DOOR DETAIL 6 SCALE: NTS PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. (DIHICKENED EDGE DETAIL SCALE: NTS 8 GMU BLOCK > "' (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER %" FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI 7T, (SEE PLAN) SLAB OR PAVERS (SEE FLAW Z d a° �I—III—I � I —I I I —I I —I 16 I e ' 1=1 rk I I _I I —III—III—III=1 i' ExP JOINT —' —1II m 1111 l l i 11=1 I M I I 1-1 1) #5 DOWEL W/ 6" HOOK AT ' I III-1 I I-1 I I-11 1111 11111= ALL VERT. WALL REINF. -1 1I—III—III I (SEE PLANS FOR LOCATION) GLEAN COMPACTED I —III -III — FILL o q5% ,� MONOLITHIC FOUNDATION STANDARD DENSITY I -� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. SIDE OF 2x45 0 16" O.G. Y2" J-BOLT5 6" FROM EA. y END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) ua STUD PLATE TIES PER d PT BOT. PLAN o STUD TOP d } PLT. BOT. a .: °'O tr a e (2) #5'5 GONT. H/ —/ „ 3" MIN. CLEAR S 8 UPLIFT CONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. NALL NHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. 6ARA6E STEP DOWN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID Tz q� L O _ BADE ' III=III=III=III= 0 GLEAN COMPACTED R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) °G a,. a e Iil—ICI—I�I— I—III—III—� a° 11=III=1I1-1II- a = PVG GHA5E SLEEVE TO BE I—1 I 1=1 THIGE THE DIAMETER OF =1 � I�� I I I I � 1111 PROTECTED PIPE FILL o 15% �— MONOLITHIC FOUNDATION STANDARD DENSITY I I I -O W(2) #5 GONT. ON GHAIR5 MIN: WHERE 2ND 5TORY HALL OGGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 GH�SE DETAIL 8 SCALE: NT5 seal: 4.. e au f PAT klo _ 0 pp A gg 55qq 07 © copyright: MIJAivI1qfqLfl � Structural Engineerilrlc. LD Z J� w w Z_ IN co Z w a + w a� Q Z= � Q� W �- C� T _J °° E �z Mo DW G Y c y M LY c N C co a AV M&K project number: 068-2001 `I project mgr: JSB drawn by: MJT issue date: 01-2 6-2 `I REVISIONS: date: initial: sheet: Q 0 J LL W � z L1 'a 0 W z J O � a 00d (0 Y Ca � J SDm 1 SCALE: NTS