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1111111//, r; FILLED CELLS (SEE PLAN) lQ1 VV I�I�ILf� 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID F —1 GONG. OR PAVER 6ARA6E WALL Z DRIVEWAY BEYOND m 4 U I-6ARA6E (SE PLAN) AB 16"x8" THICKEN EDGE H/ (2) #5 GONT. THICKENED EDGE 6ARA6E DOOR DETAIL. SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z< O _ GRADE �—I III I m 8" WIDE GONT. GONG. CURB I El11=1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. III=� III —III=— III-1 I' (SEE PLANS FOR LOCATION) 1=III—III—III—I GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS r, 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 G�R�rGE CURB DETAIL SCALE: ur5 8" CMU BLOGK----_ BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ GLEAN COMPACTED` FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE H/ (2) #5 BAR5 EXTERIOR OUTSAING I$ SGD POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I �v m� MONOLITHIC FOUNDATION H/ (2) #5 GONT. ON CHAIRS C 4 ° GRADE III- —III=III= cx l IIIA4I—III= -III=I 1I —' I I I I° I —I I I —I R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1) #5 DOWEL H/ 6" HOOK AT ' III —NI— _—III—_I I ALL VERT. WALL REINF. I I I I III=III=III I =III (SEE PLANS FOR LOCATION) II -III III=III=III— ' GLEAN COMPACTED I I=III. I I FILL ® q5% MONOLITHIC, FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE H/ (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) GLEAN COMPACTED` FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 3 Y2" GONG. 5[ w/ HHF OR FIBERME5H RI OVER 6 MIL. VAPOR BARR 4 .. ° ° _ III— I —III R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC FOUNDATION H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE W (2) #5 BAR5 1-5TORY: 1'-0" HIDE H/ (2) #5 BARS ENT�%NM DOOR DET I L 6 SCALE THICKENED SLAB RECE55 DETAIL 8"x8" THICKENED SLAB H/ (1) #5 CON , . DTHICKENED EDGE DETAIL SCALE: WS, 8" CHU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z I 1=1 p j �i EXP JOINT v m �NAI SLAB _ R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (SEE B PLAN) I=IThi+�—{U #5 DOWEL H/ 6" HOOK AT I I=I I - ALL VERT. WALL REINF. ' ( 111=III=III=1 I 11= (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I I I I —III —III I III-1I I— FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH H/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 EXTERIOR NALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS 142" 6YP. 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 z STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP d PLT. BOT. a a C) ° °4 4 , •4 (2) #5'S CONT. H/11 „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. ''� GARA&E STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" 6ROUT CELL 50LID Z Q 4 d. o BADE III III-1 I I=1 I l 11 I_I I I —III —III —I ' 111=111=111=III. ° 11=III-III-III-''' PVC, CHASE SLEEVE TO BE III —III III —III —I TWIGE THE DIAMETER OF ' ' I I III I I —III —III I —III- PROTECTED PIPE GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE H/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH�rSE DETAIL 8 SCALE: NT5 seal *• 0 24 r 'U .0130 r r � ?•' AT OF 't .0 •. �< 00 © copyright : MI�jERjd &;L� 2021 Str a En e ring, Inc. Z JLU W W z c C9 rn z w oa.. J Q Cr_ Z= F- CU 4 cc � E UJ fn j T� mE + Q > mi~ Q o Z o �W p o o cQ y m 10 W C N M&K project number: 068-2001 1 project mgr: JS B drawn by: DR issue date: 1 0-04-2 1 REVISIONS: date: initial: sheet: SCALE: NTS SCALE: NTS SDml