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S FILLED CELLS (SEE PLAN) 8" GMU BLOCK 4" GARAGE (1) #5 VERT. FROM FTC. TO TOP VIEW BOND BEAM. LAP W/ R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) ®CORNER 30" GROUT CELL SOLID , GONG. OR PAVER GARAGE WALL 0 4 d ° DRIVEWAY BEYOND - _ GRADE i 11511 M I=) I I=1 —III —III. __I =111—III GARAGE SLAB - =I I I —I I � 11 (SEE PLAN) Q 115— 1I ; a °„ I I I 1—I I I —I 11- _I I 111 III =I I I_ — 19i a• g , d • ... ,, ° ....A I I 1 1—I I6"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: NT9 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LIO cz L O -1 GRADE '=1 I 1=1 I I- d o -, �—IIII I m 8" WIDE GONT. GONG. GURB w LU 6ARA6E SLAB } F(5EE PLAN) o d I C I—Il I I= 11=I � I— IlllllllllillIILIIrt #5 DOWEL W/ b" HOOK AT i—I I I —I ALL VERT. WALL REINF. III-1 1— I I I I I (SEE PLANS FOR LOCATION) � ' I I —III —III —III —I GLEAN GOMPAGT o FILL o c15% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY VJ/ (2) #5 GONT. ON GHAIR5 -5TOR : I'-4" WIDE W/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS GARAGE CURB DETAIL SCALE: WTS ' I=III— • III 1) #5 DOWEL W/ b" HOOK AT fII— _—III—_I I ALL VERT. WALL REINF. III I I I I=III=III I =III (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I;, I I I I I I I I 111111 i l l l I- FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS -STORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE VW/ (2) #5 BARS I✓OOT I NG SECTION W/ BLOCK DETA I L SCALE: WTS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLANS) ) d m R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) i �-11 I —I � I—�—I 1-1 I- MONOLITHIC GLEAN COMPACTED I I III =1 I , 11' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TOR : 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETA I L 6 SCALE: NT5 8" CMU BLOGK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB 3 Y2" GONG. SLAB (SEE PLAN) W/ WWF OR WIDTH PER ARCH PORGH/PATIO/LANAI T FIBERME5H REINF. SLAB OR PAVERS OVER 6 MIL. (SEE PLANS) VAPOR BARRIER PER MANUF. III—III=III II —II' '—III_I � I � I —III .' III —I � I —I � I —I � I_ ' ' " • • I C I —__I III —I I I —I � I —III —_I 11 '—III � I I ° • . •III —I � I—TI I �' �' • � •a ° d e 1=I m I I 1 11 d Ed I IEE I I_ 117 II I I I III —III —III I I— MONOLITHIC MI m 1 I —I 11=1 I I —I 11=1 I I_—'' '- GLEAN GOMPACTED I III =I 1=Ili FOUNDATION W/ (2) #5 8:: 8:: (2) #5'5 CONT. FILL o q5% STANDARD WI TH CONT. ON CHAIRS DENSITY AND TERMITE TREATED2 STORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSIN I NG I$ SO POURED SILLS DETAIL II SLAB RECESS AT SHOWER SCALC: NM PATIO/PORCH/LANAI SLAB (SEE PLAN) 6"x8" THICKENED — SLAB W/ (1) #5 GONT. TH I CKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FTC. 1 BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) `t EXP JOINT v — m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a. I I=1 e IIIIII�IIII111111 I 1=111�'-f U #5 DOWEL W/ 6" HOOK AT 111—I 1- ALL VERT. WALL REINF, ' I I —1=1 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED .I I1 II I 1=1 I I —III, , .I Ill .. — MONOLITHIC FOUNDATION FILL ®g5� STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 -5T RY: I -4 WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: WT5 Y" (5YP. BD. EA. SIDE OF 2x45 o 16" O.C. )'2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN o STUD TOP d PLT. WT. •. • o. d • Oa • a. a 2 . d � d (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 505JEGT TO A GAL(ULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN, GARAGE STEP DOWN DETAIL SCALE: NTS 8" CMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" &ROUT GELL SOLID ME a3 RADE �— III=1 I —ICI= 111 II I I I —:I I I Z I I� Q GLEAN GOMPAGTED FILL o q5% STANDARD DENSITY CHASE DETAIL 8 SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVC CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTEGTEO PIPE �— MONOLITHIC, FOUNDATION WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 seal; lllt Gll/�q� 11 '�10ENSF• 'Z ' • r r � tgin ir,wTc. 0 CD Z JLU W W z_ c� Z W GQ. J Q � a Z� E L) at _ .$ �4 c OC c� � =a m E Q� J� Z W � y W C m N a IV M&K project number: 068-2001 1 project mgr; JSB drawn by: DJ R issue date; 01 - 14-2 2 REVISIONS: date; initial; sheet: d 0 J J LL Lr1 ui O Z a IL U) LO 0 U p_ N a D C) �e J J SCALE: NTS SDm 1