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0 a� PILLED GELL5 (SEE PLAN) vruv-tv1- TOP YIEA GORNER F —1 GONG. OR PAVER 6ARA5E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 411 (SEE PLAN) 16"x8" THICKEN] EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" GMU BLOCK R4.1 PI -FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT CELL 50LID z d 0 RADE ` 6III=III=III=III m _ _ 1I— '-1 {I) #5 DOWEL W/ 6" HOOK AT —_ _—I I 1=_I I ALL VERT. WALL REINF. Ili —I 1=III —� I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I; I PH= I III.. --1! i I FILL 0 q5� MONOLTHIC FOUNDATION STANDARD DENSITY I WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I'-4 WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING 5EGTION W/ BLOCK DETAIL SCALE: NTS 8" WIDE GONT. 8" GMU BLOCK— GONG. GURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP w/ �n FOUNDATION DOWEL w MTL. THRESHOLD 6ARAGE SLAB MIN. 30" GROUT CELL > (SEE PLAN) SET IN SEALANT SOLID PAVERS (SEE PLANS) Z: e n Q (z O 6RADE ° II1=1I1=1II-1I1= III — III —III —III —I 1 m '=1 11=1 O 1 1 I— =I I d III=1}I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) I I,, ,III=1 GLEAN GOMPAGTED ; 111 _I 1= II l' FILL ® 145% 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 &LA�t,5CURB D TAIL 8" GMU BLOGK--, BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ Ja �d PER MANUF. d � tg II III— " m GLEAN COMPACTED` R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) �v m� MONOLITHIC FOUNDATION W/ (2) #5 FILL 0 q5% STANDARD L WI TH L GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUT5WIN6 4 56D POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) e < � .A 9 111=1 III —I I I —I I- I I I-1 I 1=I 11=1 I I —I 11= =1 I I —I I 11=1 I —I I I —I I I_ I —I I"I— m l I I III —I 11= I —I � I —I � 1=1 i I-1T— MONOL I TH IG 1 � 1G GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED ZI 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS 6 ENTRY DOOR D�T�IL SCALE: NTS \NAI SLAB 8" XS" THICKENED SLAB 1AI1(I) #5 CON: (DIHICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOCK > (I) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND SEAM. LAP w/ OVER 3/" PURR STRIPS 4 FOUNDATION DOWEL MIN.Ix -PER BUILDER 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) d _ I —III —III —I I —I A4.-1 I I —I I —I I-11 EXP JOINT — #5 DOWEL W/ 6" HOOK AT =I I= ALL VERT. WALL REINF. ' I III —I 11=1 I I —I I III- (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED ; 1111 I I I —III —III , . I FILL ®q5% III -III— MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: NM YY2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU FY STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP 4 PLT. BOT. d' d a: en O d. a c d..a<d (2) #5'5 GONT. W/ „ 3" MIN. GLEAR 8 8 UPLIFT GONNEGTOR5 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 5PEGIFIGALLY NOTED ON PLAN, GARAGE STEP DONN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z X — e� O BADE 11=1 I 1=1 I 1=111= z PVC CHASE SLEEVE TO BE TWICE THE DIAMETER OF ' � I� III —III =- � =—III—I I PROTECTED PIPE i t III—III—III=1 I I I =11I 1- GLEAN COMPACTED I111I 11 1 I 11 1 1 III. FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'4' WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS DITA 1 L S SCALE: NTS R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: G6 NO 77824 s v. STATE OF : W cop 9U�' Cy Z JLU W W Z o C" Z w M J Q ` Z= F- QIt U_ � Q �E C WF �� J'= A ) C) Z W -0o y y W m N C c CM C1 M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 06-24-2 1 REVISIONS: date: J d H W Q z 0 d 0 z 0 LL sheet: nitial: d 0 O J LL, W (D Q z o. 'Q d a � d W U � r J x O.. Z � J SCALE: NTS SDml