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FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY 16"x8" THICKEN. E06E W/ (2) #5 GONT. 8" GMU BLOCK cvnnr\vr_ TOP YIEN @CORNER 6ARA6E WALL BEYOND i THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Z11 f� GRADE Id.. a. a a. _ as ° I I —I I I-1I I —III —III. I —I 11—III=1 I I- —III- `' I I I III —III —III- —I l m I I I III ° I=III= 1) #5 DOWEL H/ 6" HOOK AT ' I l l l 1 ALL VERT. WALL REINF. I 11=III=111 ;� (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -� H/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL SHOHN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS POOTING SECTION N/ BLOCK DETAIL SCALE: NM 8" WIDE CONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR STRIPS (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP H/ FOUNDATION DOWEL �'—GARAGE SLAB MTL. THRESHOLD HOUSE SLAB MIN. 30" 6ROUT CELL } (SEE PLAN) SET IN SEALANT (SEE PLAN) 5OL11 PAVERS z (SEE PLANS) ° c e d � —III—III—III—III a r-11 6RAPEI=1 11=1 11—=1I 1I1=1I I- Q � �—III-—I I III —III —I � I- �—III- `' I —I I °III —III —I I- I=1 m III I =I— III 1) #5 DOWEL H/ 6" HOOK AT III=I ALL IIII—IIVERT. WALL REINF. 'SEE PLANS FOR LOCATION) III =II I I II11I I I—IIII—II—I111IIII' _IIII—III1-' 1 MONOLITHIC, FOUNDATION W/ (2) #5GLEAN GOMPAGTED GLEAN GOMPACTED —III- FILL o q5% 1: :: GONT. ON GHAIR5 I -0 MONOLITHIC FOUNDATION FILL ®q5% STANDARD I -0 STANDARD DENSITY 1MIN. W (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL WHERE 2ND STORY HALL OGGURS DIRECTLY ABOVE THE OGGURS DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. SHALL 8" GMU HALL SHOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 BE I'-4" HIDE H/ (2) #5 BAR5 G Rt GURU DETA I L T%��YDOOR DET� I LNT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL, THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PEP, MANUF. I " _I-1 -- I I I1 I I M I :El 115111= c 1=1 <8 e 111—I I I —I I=III_ 11-11' I I —I I I_ —I 11=1 J I I I —I I I I —I I 11=1 1I- 1=1 ihr III I d I I —I 11=1 I I- m I�I 11 � I; I —III —I I I_I I I III_ 1—I I-11-1—I 11—I i- MONOLITHIC, III —III —I I' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED GONT. ON CHAIRS FILL o q5% STANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU HALL SHORN, FT6. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 c EXTERIOR OUTSN I NG 4 56D POURED 51 LL5 DETAIL PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED — SLAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) - - _i EXP JOINT - v R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ae n 44 a ° I=1II—III- =1 I I=1 I I=1 IIIIIIEIIIIIIIII il'HHI) #5 DOWEL W/ 6" HOOK AT _ _ III=III= ALL VERT. WALL REINF. ' I I I —III—III—I I III= (SEE PLANS FOR LOCATION) -I II I I 1-1I I —III , I I GLEAN GOMPAGTED I —III -III- ' FILL o ,15% MONOLITHIC FOUNDATION STANDARD DENSITY I' -0" W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU HALL SHOHN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 EXTERIOR N4LL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA. ►' END OF WALL AND SPACE o 52" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER d PT BOT. PLAN o STUD TOP 4 > PLT. BOT. a O d Q. .. (2) #5'5 GONT. W/ 3" MIN. CLEAR UPLIFT GONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. ''� GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z Q d .. d a az) O RAPE z __ _ ' l—I I I —III III—III=1 I GLEAN GOMPAGTED ,; I I I —III I IIIII FILL. o q5% STANDARD DENSITY o MIN. WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU HALL SHORN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 GH�SE DET� I L 8 SCALE: NT5 R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal; to ��i�ii �\ ��,��•�� ® No S 4 :q� r g ATE s OF o ®®e®� � • C' ® 120 Z z JLU w w Z c tr Z w oa.. J LZ a Z= U A mt a, UJ C Q = a > 1 Q� J� Z Vo W op LU ocO y IS CD oN M&K project number: 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04-18.20 REVISIONS: date: initial: sheet: ~ro 0 '< Q 0 J W z 12 a 0 CL I< U) I--� Z J a 0 Q (L D� x Q Z J J SCALE: NTS SDw 1