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0 t� FILLED GELL5 (SEE PLAN) LYAMMvZ TOP YIEW @CORNER F - GONG. OR PAVER 6ARAGE WALL DRIVEWAY BEYOND GARAGE SLAB m 4 (SEE PLAN) a , 16"x8" THICKEN: EDGE W/ (2) #5 CONT. THICKENED EDGE @ GARAGE DOOR DETAIL. SCALE: WS 8" GMU BLOCK 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL 6ARA6E SLAB MIN. 30" GROUT CELL > (SEE PLAN) SOLID a . I � I —III —III —I I (z 0 GRADE III —III —III —III —I I' =1 11=1 11= I=1 I I III—III—III—TI—' I- oI- -II- =I #5 DOWEL W/ 6" HOOK AT _ I I —° II=III-1' ALL VERT, WALL REINF. III=1 I I I 1=1 11 I I 1=1 I' (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED III =III= 1 I' FILL 0 q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS 5 G �tOE�CU�RBDETAIL 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF..1=1 I I— ''=1II=1II=� I=1II o I I I—III—ILI—III_ ' I— �'—I 1=I m III I I `: I I=1—III- LU III I I I I 1=1 I I —III III—_ ' I —III —III —III —III—''' MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL @ 515% 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 EXTERIOR OUTSAING 4 56D POURED SILL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z� �o O GRADE J v m ` III —III —I ° III I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III=1 1=1 I I I =1 1= (SEE PLANS FOR LOGATION) GLEAN GOMPAGTED I , ; ,,III 11 I —III—j1 FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS �OOTI NG SECTION & BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK. 10R4.1 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) III —III —III -III—I � III —I I a. a e . I —III —III � I- -I m III I —I 11=1 I I- III-1 I I- I I I I 111f .111 III"I'''� MONOLITHIC, GLEAN COMPACTED 111 =1 I I= I I' FOUNDATION W/ (2) #5 FILL 0 q5% STANDARD WI TH CONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS 6 ENTRY "00R DET i L SCALE: NT5 3Y2" GONG. SI ^" w/ WWF OR FIBERME5H RI OVER (b MIL. VAPOR BARR THICKENED SLAB @ RECESS DETAIL ATIO/PORCH/LANAI SLAB m (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. 3 TH I GKENED EDGE DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. l BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) (I,= IIIIIII11=1II—I11 I' —III=1 °.I I 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. III=1 I 1=1 I 1=11 III- (SEE PLANS FOR LOCATION) —I II III —III —III , I I GLEAN GOMPAGTED 111=11 I FILL ® 15% MONOLITHIC, FOUNDATION STANDARD DENSITY 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 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 52" O.G. 2" L (6" MIN. EMBED) LU—�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. d ° (2) #5'S GONT. W/ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 67ARA6E 5TEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z� a� O RADE ' =III=11 z —III— 1•f�l_H= PVG CHASE SLEEVE TO BE o 'Il,illlllll111111 GLEAN GOMPAGTED I I ,,III 111 FILL o q5% STANDARD DENSITY DET�r I L&LH�5E R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) TWICE THE DIAMETER OF =1 I I —III � —III PROTECTED PIPE 111.1II1i MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS seal, r� 4 Zo ST •� ,� E o11 ®® T qn c copyright: MILI R� & A 6 `021 � Structural Engineering, Inc. tD Z w w Z c C7 rn Z w a J i CD Q � Z Q v U � t`- a) cn S J m Q Q 1 JZ �o LY Y 00 co o m y m to W � N C co c. M&K project number: 068-2001 1 project mgr: JSB drawn by: DR issue date: `j 0-04-2 1 REVISIONS: date: initial: sheet: a C d Q a 0 J W � L1 z a O u� z O U d a � � Y Q J� J SCALE: NTS SCALE: NTS SD-1