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9 FILLED GELL5 (SEE PLAN) GONG. OR PAVER DRIVEWAY m 16"x8" THICKEN'. EDGE W/ (2) #5 GONT. 4" 6ARA6E TOP YIEUV @CORNER F —1 —6ARA6E WALL BEYOND 6ARA6E SLAB 4: (SEE PLAN) a ° ° THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z X dJ O GRADE II III I —I m 8" WIDE GONT. 111_11i==' 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —I I III III _ I1=1II I I I' (SEE PLANS FOR LOCATION) —II1=III—I _ GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 G,�R,�GE CURB DET,� I L SCALE: NTS 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS MTL. THRESHOLD -PER BUILDER E-SLAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) °.Wd.° PER MANUF. _III —I I I I=III= —I � 9 '—I 11=1---� III —I I I I —III —III —I 1I- -I I I 1=1 I M I I- _ =1 m III I I d I I —I 11—I I I_ III I I III —III —III III— ' —III—III—III—I 1-1 MONOLITHIC GLEAN COMPACTED "'i' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS at EXTERIOR OUT5NING $ 56D POURED 51LL5 DETAIL 8" GMU BLOGK ' R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT GELL 50LID X d n Z d,' rT a� o GRADE II Ill III—III-1 `Y' _I I I -III- ci l III ad I I —I I I —I I I —I I I=i' I I —III —II- I I —I I I- =III— III = 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 I I III —III III _� I I (SEE PLANS FOR LOCATION) GLEAN GOMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ,� SOOTING S�GTION W/ BLOCK D�T�IL 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 PLANS) Q 4 d '4 III—III—III-1 � 1— III I I I_I I I —III —I I � Cz I=1 I I 8 s III —III —III —III—' ' '—III=1-� III —I I I I —III —III —I 1I- '—II- =1 m l l l 1 1 d 11—I I —I I 111=III= El'' I I I 'III III`I I I` '� MONOLITHIC, GLEAN GOMPACTED "'TI III _III I FOUNDATION W/ (2) #5 FILL ® 15% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS 6 ENTRY DOOR DETAIL SCALE: NTS 3 y2" GONG. 5l w/ WWF OR FIBERME5H RE OVER 6 MIL. VAPOR BARR THICKENED SLAB @ REGE55 DETAIL PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THIGKENED SLAB W/ (1) #5 GONT. 3 THICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) Z d d < n —111—III—III a I I I1—III—III—� _ EXP JOINT —III III III —I 1= I ' m I I I ICI I d° =ice (1) #5 DOWEL W/ 6" HOOK AT III III= ALL VERT. WALL REINF. II II I I1111 II I IIIII I I I I I- (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR V ALL @ FORGH/PATIO/LANAI DETAIL SCALE: NTS %% Ib 1G. P f f�� ", seal %% �yN yam. • 4 S o ;* Er - • : Lill -O o AT OF i Fk .• i// 6YP. BD. EA. 51DE © copyright : M6611 ®`�° e� OF 2x4'5 ® 16" O.G. Structur" ee: ng,AIn . Y2" J-BOLT5 6" FROM EA. cr END OF WALL AND z SPACE ® 32" O.G. J oc 2" (6" MIN. EMBED) w LU Fy T STUD PLATE TIES PER z o Q PT BOT. CD PLAN ® STUD TOP ;z } PLT. BOT. a<_ L a.. 4 c E UJH '0 0 O° E (2) #5'5 GONT. W/ � 8: 8: a Q' 3" MIN. CLEAR °' CDZ o W Y CIP 0 o W UPLIFT GONNEGTOR5 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND W c c ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A �' a CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. &ARA&E 5TEP DOWN DETAIL SCALE: NTS M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: 10-2 9-21 OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO REVISIONS: BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) date: initial: 30" GROUT CELL 50LID 1110212021 EMG �visrn sine z_ d. � � � ° III —III —III —III —I o141 7RADE III —III —III —III —I _ III —I 11- =1I1=1I I_II1- �' PVG GHA5E SLEEVE TO BE � III=III III=1 I 1=1 TWIGE THE DIAMETER OF Cz ' I I III III III ILI � —III PROTECTED PIPE '"� � -1II IlIIIIIIII111ll1= GLEAN COMPACTED i 1I— FILL ® 15% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH H1 (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS GH,45E DET� I L 8 SCALE: NTS J d J 1-- W LLJ C) 0 Q � O d d a o � � zZD oLL � sheet: d Q 0 J LL SCALE: NTS SCALE: NTS R 1,A.1 Wdl dlilekliP:. AL3i1i — 11 i�d.l: I I I Ii i - I