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FILLED GELL5 (5EE PLAN) �LL=z=b_ 4" GARAGE TOP VIEW @ CORNER F GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND zt GARAGE 5LAB (5EE PLAN) I6"x8" THICKEN EDGE H/ (2) #5 GONT. THICKENED EDGE @ GARA ISE DOOR DETAIL. WAX: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID a� GRADE 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) T� a ° °III=III=III=III=1 GRADE ,a° II--III=IIIII=III�,II' =1 I=1_I—cyLm I I I° _ =1 11= III 1) #5 DOWEL H/ 6" HOOK AT I- =1-I ALL VERT. HALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL 0 q5% MONOLITHIC FOUNDATION STANDARD DENSITY 1 MIN. H/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE I'-4" WIDE v+/ (2) #5 BARS FOOT I NCG SECTION W/ BLOCK DETAIL 56ALE: MS 8" WIDE GONT. GONG. GURB 8 GMU BLOCK - BEYOND EXTERIOR DOOR GARAGE SLAB MTL. THRE5HOLD SET IN SEALANT } (5EE PLAN) PAVERS (5EE PLANS) .4 I I=L _ _ _ _ 111E1115I ,1 _ —111—III-p� —III III-111=1I =_I I I_ III -I III I ° 1=111=111=111- Q � ' ;1111Im IIIII I11 III �IIIIIIIII- I-1 _ - . a Ill-- 1) #5 DOWEL W6" HOOK AT _ I I-III-=1 ALL VERT. WALL REINF. 1- _ 1 I I 1=11=- (5EE PLANS FOR LOCATION) GLEAN COMPACTED � � " -III =III � � ' FILL o q5% I'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. H/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 GARAGE CURB DETAIL SCAR: Nrs ----- 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 -PER BUILDER MTL. THRE5HOLD HOU5E 5LAB 5ET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) a ' PER MANUF. _ I I_ _ I —I I I_I (Y - I 1 —Ill1-1 I I —I I I. —III ' I —I I_-1 I I I —I I FE I I —I I I ;I -11 III _ I I A°III—III—I I I 1—I m l l l 11 a 11—I 1 I-111- m 11111; 111EIII=�1v I 1I——_ III11=III—''' MONOLITHIC _11,7111=1 I I=11' FOUNDATION H/ MI #5 GLEAN COMPACTED - GONT. ON CHAIRS FILL 0 q5% 5TANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WARE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL SHOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BARS EXTERIOR OUT5K NG 4 56D POURED BILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) L—III—III-1 I _ III —I I II I —I I I, 1 ' -- -LI I=1 I I I —I 11=1 I —I I FBII I- -1 1=—I 111=1 I I —I I I- 1=1 m I 11- I 11=111=--1 II-7 =1 _ I I 1=1 III -I II- III —I I 1=1 I I_ _ 11-111=111E11-111- MONOLITHIC GLEAN COMPACTED " III =1 �= FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD I'-D° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BARS ENTRY DOOR DETAIL 6 SCAR: RIM ATIO/PORCH/LANAI 5LAB [,(5EE PLAN) 8"x8" THICKENED - 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 WAO: RM - - 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" QROUT GELL 50LID PORCH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAW � � I EXP JOINT a a ° C11,11wl, , R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) m I-1 = a� a ,— 1 I I-1 1- 1= 1) #5 DOWEL YV 6" HOOK AT III=1 I1= ALL VERT. WALL REINF. -I 1 I=III =III I III= (5EE PLAN5 FOR LOCATION) -1 I- -III—III—III ,-I I CLEAN COMPACTED FILL o g5% MONOLITHIC FOUNDATION STANDARD DENSITY I�-O: H/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAIDETAIL SCAI.2: IWIS Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE 0 32" O.G. 2" W' MIN. EMBED) -�, 5TUD PLATE TIES PER PT BOT. PLAN 0 5TUD TOP d PLT. BOT. a ° 14 . • °• e !a (2) #5'S CANT. W/ 3" MIN. GLEAR 8 8 UPLIFT GONNEGTOR5 EUGH A5 5TUD PLATE TIE5, HURRICANE CLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. a GARAGE STEP DOWN DETAIL SCAR: RM -R4.1 FI-FOIL OR EQUAL OVER!y4" FURR 5TRIP5 m. 1_4 BUILDER VA BOND r BEAM. HOU5E 5LAB (5EE PLAN) FOUNDATION POPEL MIN. 30" C-ROUT CELL 50LID .. • JRADErFI El. 1 =1� I - �1� M11 F 1 W-7 11 seal: DEC 21 2(S' G FRI No 77824 r STATE Z O : OF % ac0 z -� W LLJ z �z crj z rn w J a v (1)Q ' Z LU a .i. a • Z W o :1 Y y W m g 4 = M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 2- 1 5-'20 REVISIONS: date: initial: III— —i PVG GHA5E SLEEVE TO BE I: III=1 I II III—� �i iq _III THIGE THE DIAMETER OF _I —1 I PROTECTED PIPE Cz�`� III —III —III_ GLEAN COMPACTED FILL 45% MONOLITHIC FOUNDATION o , „ 5TANDARD DENSITY I W/ (2) #5 GONT. ON GHAIR5 C MIN N. � WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GW WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS GHA�SE DET,41 L sheet: d 0 x 0 J LL J W W Z 0 a z � O D Lo ~ z C� J J W&M Nr5 S DIIIIII, 1