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FILLED CELLS (SEE FLAW vn�nv� TOP VIEW @CORNER F -1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m �4" U (SEE PLAW a' d 16"x8" THICKEN! EDGE W/ (2) #5 CONT. THICKENED EV6E @ 6ARA6E DOOR DETAIL WAa: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. — TO BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" &ROUT CELL SOLIDI z_X (:Q) O &RAPE m o z ' `:Ei I I I v 8" WIDE GONT. GONG. CURB w 6ARA6E SLAB (SEE PLAN) ° a Ill-111-111 III-111-1 l 1= ° ° ° I I—III—II1=1II --� :..III -III -III - I 111i—(I) #5 DOWEL W/ 6" HOOK AT ALL VERT. HALL REINF. III —I 111—III — III I (SEE PLANS FOR LOGATIOW I �=III—III—III—I _ GLEAN COMPACTED FILL o 15% 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 CONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS �t��t&E CURB DET� I L 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS MTL THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) _ PER MANUF. _III=1 I I I=111= 9 '—I 11=1—� III—i I 11=1 11=1 11=1 I I- ' —I 1=I m III I I °: d 11=1 11=1 I_I- m y 11=1 I— I I 1-1 III I I I I 1=1 I I —III III—_ ' �—III—III—III—I I —I' MONOLITHIC GLEAN COMPACTED III =l l �= I I FOUNDATION N/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU NALL SHOWN, FT6_ SHALL BE 1'4' WIDE W (2) #5 BARS q EXTERIOR OUTMW I NG 4 56V POURED 5 I LL5 DETAIL sGAW: R 8" CHU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z� dJ O GRADE ' -1111111111�11 C) �11111n,11 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 III III=111=111 _� (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I I t I I I I I I I I I I I I I- FILL o 1536 [-oil MONOLITHIC FOUNDATION MIN STANDARD DENSITY I N. W/ (2) #5 GONT. ON CHAIRS WHERE 2141? STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE I'-4" WIDE w/ (2) #5 BARS TOOTING 5ECTION IN/BLOCK DETAIL WAM: WS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) <. d ° III —III —III —III Ill—_i11-111=111—III III —I III —I I I I —III —III —I I I- '—II- 1=1 m III I I I —I 11=1 11- 1=11— I 1-111- III III-111-''''— MONOLITHIC GLEAN COMPACTED 7III =I I �= I I' FOUNDATION H/ (2) #5 CONT. ON CHAIRS FILL o q5% STANDARD I -O DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS ENTRY DOOR OET�IL 8"x8" THICKENED LAB N/ (U #5-2 GON I . 3 THICKENED EV6E DETAIL sc,�.e: xrs 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAW � � I I �i EXP JOINT v m \NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 4 4.- I-111—_I d a ° I —III —I I II a°d —III—III—I II III=III=III= 1�{I) #5 DOWEL N/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=III=III=1 III= (SEE PLANS FOR LOCATION) .I III —III —III I I GLEAN COMPACTED i—III-III— FILL o 15% MONOLITHIC FOUNDATION STANDARD DENSITY I -p H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WAW: W9 Y2" 6YP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) STUD PLATE TIES PER Q PT BOT. PLAN o STUD TOP $ > PLT. BOT. _ er ° d (2) #5'5 GONT. W/ J „ 3" MIN. CLEAR S 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON NALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. &ARA6E STEP DONN DETAIL WAa: Wa 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID zX T_ Z �o O BADE 111=111=I I I=I I I= O GLEAN COMPACTED FILL o 15/116 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d q ' a °III —III. II —III STANDARD DENSITY MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HONN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS S GH�SE DETA I L - PVG CHASE SLEEVE To BE TNIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: No g o s CAP ply � A /1 [ © copy P 4111 1qrW enna. Inc. mzZ J °C w w Z o a" z Z w Q � J L Q x Q o A 1� U 'r �- W C :2Q) Cn m 'a > • J ~ z o go LU Y c6 y to m L6 W C N = CM C3- M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04-1 7-20 REVISIONS: date: initial: sheet: 0 O J w Ca Cf) 0 Z 0� w Q w J d U � Z r r U) z J J SDm 1