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JUN 0 8 2020 I6"x8" THICKEN' ED&E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL WAU: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID Z x O GRADE 8" WIDE GONT. GONG. CURB w GARA6E SLAB (5EE PLAW —III—III—III—III I � I —III —I � I —III —I II-1 I MI I I —I 1—' d 1=III—IIIE 1 17 MI I 1=1 I I _11=11 1=111_ I I=1I— III = I) #5 DOWEL N 6" HOOK AT _ 11—a i=i11=1' ALL VERT. WALL REINF. 1=� I III=III= III—� I' (5EE PLANS FOR LOGATIOW GLEAN COMPACTED 11 I =1 I= 1 I' FILL o 95%, 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN H/ (2) #5 CONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM HALL 5HOHN, FT6. SHALL BE 1'-4' HIDE w/ (2) #5 BARS &LARAGE CURB DETA I L : NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) p PER MANUfE . -III=11 I I=III= �' 1=1 I III—III—III=1 I —III 11=1 I I_ ' ' ' 11 II=1-� 11 I —I f MI I I—III=1 1I- I— - III- __ _ I I II1=1II—III- - n 1=I m III I I `: a .: I —III —I 11- m y I I —I I_ I � � I I 1=1 I I—III—TI—III 11—_ MONOLITHIC „III—III—III=III—''' III—III-1 I' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED — -' GONT. ON CHAIRS FILL o 45% STANDARD 11-011 DEN5ITY AND TERMITE MIN. TREATED WHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" CK HALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR OUT5W1 NG 5GD POURED 51 LL5 DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" &ROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE FLAW 2Z d d. L 7— (z .. ° ° III —III —III —III —I 0 6RADE _ I —III —III —III—III. m -11 I —III cx l III I I=III=III—I I —III ; 1=1 I I=1 I I —I 1I- C) —I 11= I I I III —III —I 11- 1) #5 DOWEL H/ 6" HOOK AT I—_T ALL VERT. WALL REINF. ICI 1 1 I 1=1 � 1=III ,� I I (SEE PLANS FOR LOGATIOW GLEAN COMPACTED —� I( —III III I I I I I I I I I i I 11= FILL ® c151/26 MONOLITHIC FOUNDATION MIN STANDARD DENSITY I N. H/ (2) #5 CONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 1=00TIN6 5ECTION W/ BLOCK DETAIL SGALt: NTS 8" CHU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE FLAW PAVERS (SEE PLANS) ° III —III —III —III '—III—I I F tY I —III I I I —III —III —I 1- Ell I I I=I- m III I I `: a I —III —III- 11- I I 'III III III I-''` MONOLITHIC GLEAN COMPACTED III —1 I �= I I' FOUNDATION W/ (2) #5 FILL o 145%, STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM) WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETA I L ATIO/PORGH/LANAI SLAB (SEE PLAN 8"x8" THICKENED — SLAB W/ (1) #5 CONT. THICKENED EDGE DETAIL 3 WAS: ►M 8 GMU BLOCK (I) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER /4 FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (5EE PLAW SLAB OR PAVERS (5EE PLAW —III—III—III—III I —III —I I I —III —I — I—ll 1E� EXP JOINT —III III—III-111 , 1 4 11=1111111111 I 1= 1) #5 DOWEL H/ 6" HOOK AT J_ I=I 11- ALL VERT. WALL REINF. I-III=III=1 I 11 III= (5EE PLANS FOR LOGATIOW =1 1I III —III —III , GLEAN COMPACTED FILL o 95%, MONOLITHIC FOUNDATION STANDARD DENSITY I -� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: Nrs Y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" -1-BOLTS 6" FROM EA. r END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) Wa STUD PLATE TIES PER d PT BOT. PLAN o STUD TOP ✓I } PLT. BOT. d � Lo., (2) #5'5 GONT. H/„ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDHARE HILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WALL: MS 8" CHU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID • X z fY_ = �b 711711 1=l=1 11= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE FLAW seal: `�e`d1tG)ff!`tsl� No 0 © copyright Str dofliFi,pnC. z Z J� W W z LD Z o rn Q W J � Q Z= .0 Q U 4 -It a pC LU c 3 Q cg°! E J- Z QED W C Mo � o y W m U`:i CM N in = M d IV M&K project number: 068-2001 1 project mgr. J S B drawn by; KG K issue date: 05-20-20 REVISIONS: date: initial: III—_ _ —_� PVC CHASE SLEEVE TO BEcp Li IIII I I III —III THIGE THE DIAMETER OF Q) o 11-1I I EI I I = III=11 III III—III=11 I —III PROTECTED PIPE , �" GLEAN COMPACTED I. ; I I l I l l l l—III I I I-cri FILL ® 15% MONOLITHIC FOUNDATION a STANDARD DENSITY If -oil W/ (2) #5 GONT. ON CHAIRS (� MIN. O WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE O 8" GW WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ASEDETAI LDj(Al : Nr5 sheet: d Q ry 0 J U1 (f) (D z 0 CL 2 z a O � � � and �x C� J J SCALE: RM SDm 1