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FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY 16"x8" THICKER E06E W/ (2) #5 GONT. vr�rcnv� S wNNZ-.N F 6ARA6E WALL BEYOND 6ARA6E SLAB (5EE PLAN) THICKENED EDGE GARAGE DOOR DETA I L SCALE: NTS a" GMU BLOCK b" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ N FOUNDATION DOWEL—, 6ARA6E SLAB MIN. 30" GROUT CELL } (SEE PLAN) I zd .d..a III —III —I 0 6RADE III —III —III —I 111 M I I= pi I=1 I I III —III —III —III 1= =1I1-1 111—I ' ' 11-1I1-1I1-1 I _ 1=1 m III I I III=1 I I_ I) #5 DOWEL W/ 6" HOOK AT (EE T. HALL REINF. PLANS FOR LOCATION) 1=111—�I� GLEAN GOMPAGTED --/' FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY I W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GR GE CURB DET,� I L SCALE: NT5 8" GMU BLOGK---, BEYOND EXTERIOR DOOR— MTL. THRESHOLD -� SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) —� PER MANUF.. '. a. m11111°IIII 711�,,. GLEAN COMPACTED` FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSAI NG $ 56D POURED 5I LL5 DETA I L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) WI kn �LU m� MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS all GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID a R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Q.. d< ` � III —III —I ♦ . I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 1 11 111=111-1II ; I I (SEE PLANS FOR LOCATION) =III 111111GLEAN COMPACTED COMPACTED i I I-1I1—11i FILL ®q5% MONOLITHIC 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 BARS �� SOOTING SECTION W/ BLOCK DET�hIL SCALE: NM a" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) d J m GLEAN COMPACTED` FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET� I L 6 SCALE: NT5 G a - e ♦ e a. ._ .. e. a , � � .a III— ♦ III —III- g III MIIMIII_ —III —I a a a ♦. II1=1I1=1 1I1-1 11- R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB . (SEE PLAN) MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 ATIO/PORGH/LANAI SLAB (5EE PLAN) 8"xa" THIGKENED — SLAB W/ (1) #5 GONT. TH I GKENED EDGE DETA I L 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) z I �i EXP JOINT v d .. c =1 1111 rIIIII� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) `. )1=117i-`-(I) #5 DOWEL W/ 6" HOOK AT 111-111- ALL VERT. WALL REINF. Ti 1.111=11I=111=1 I III= (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED ; I I I I I I I I I I I I I I, ,. I FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 CONT. ON GHAIR5 2-5TORY: I -4 WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL � i�ORGH/�AT 10/LANA I DETA I L SCALE: WM Y2" 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 STUD PLATE TIES PER PT BOT. PLAN STUD TOP 4 PLT. BOT. a 41 ♦ a. O d .ed < ♦ . (2) #5'5 GONT. W/ —/ all all 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. ''A-'� GARAGE STEP DOWN DETAIL SCALE: NTS a" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_c<c L O BADE III=I I I —I 11-1 I I- O GLEAN COMPACTED FILL ® q5% STANDARD DENSITY GH,hSE DET,� I L 8 SCALE: NTS R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III —_III —_III —_III_ I—III—III—III-1 -. I I III=III III-'' PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 oCD z JLU w w Z c CD Z CY) w J a t✓ Z= QU v d 4 c Jr. 4 .J Z a o W ,vs CP y W m N cc CY) G. IV IV M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 1 2- 1 4-2 1 REVISIONS: date: initial: 03/11/22 DJR q M a 4 J [i] L[. C) W 0 z [a � o� Z Ld U) 0 j UJ J � � U U) 0 LL J J sheet: SCALE: NTS SD� 1