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FILLED GELL5 (5EE PLAN) TOP YIEW @CORNER 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) F - GONG. OR PAYER GARAGE WALL � ° 4 . ° — — ° — DRIVEWAY BEYOND _ - 'III=III=III=III=1 a) O GRADE 1 I —I I I —I I =1 I I i; ,III d III ' II—III=III—I1I- ANAI SLABIII=III= m 6ARA6E SLAB ° -1 I —III —�—I I I a —I I I —I 11=1 I I III—_NI° III=III—III= LAIO/PORGH/1 PLAN) 411 (5EE PLAN) o a III II#5 DOWEL W/ 6" HOOK AT 6RADE ' a ° ° _ fil, ALL VERT. WALL REINF._d°" I I —III —III —� II I (5EE PLANS FOR LOCATION) II -III III —III —III- =III=III-1 I III=1 11=III=III=1 I' _-1 =I 1511 II—III—III—III=III=III—� 11=1 I I' I GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION 8"x8" THICKENED I 1-III=III=I I 1=III=1 11— 16"x8" THIGKENE =III—III=III—III—III—III—III; STANDARD DENSITY I -O K/ (2) #5 GONT. ON CHAIRS I^U (I) #5 CONT. " EDGE W/ (2) #5 —III—III—III=I I I=I I I=III= MIN.SLAB GONT. WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 ID61 ® GARAGE DOOR i1ET�rIL G5ECT1ONW/ BLOCK DETA 1 L POOZT5 THICKENED EDISE OETAIL aj:11��EIID 5 SCALE: SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID zx 6RADE I I I=iii= �I) #5 DOWEL N/ 6" HOOK AT ALL VERT. HALL REINF. III= I III=III=— IIII i I' (5EE PLANS FOR LOCATION) I �=III—III—III—I GLEAN GOMPAGTED FILL o q5% I'-O" MONOLITHIC, FOUNDATION STANDARD DENSITY MIN. W (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL 514OHN, FT6. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 &LARA6E CURB DETAIL : NT5 8" GMU BLOCK---, BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) --\ 161 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) m� MONOLITHIC GLEAN GOMPAGTED� "' =i [_ ' FOUNDATION W/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON CHAIRS 1?EN5ITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL O60UR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FT6, 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR OUT5N NG 4 56P POURED 51 LL5 DETAIL J ° I 4 PER MANUF. 771 II d ` IIII 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) III —III —III —I I i ALI—III—IIIfr4i -1 III=111= r� I —III III=111—III—I —I 1=1 III —I 11—III-1-111- - III = `'=1 1I III —III —I 1I- ' 1=1 m III I I d. 11=1 I I —I 11= TI ' I I I� I I I� I I I 'III"'I'''� MONOLITHIC GLEAN COMPACTED III —1 I= I I FOUNDATION W/ (2) #5 FILL o q5% STANDARD 11-011GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY HALL OGGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE P-4" HIDE w/ (2) #5 BAR5 DOOR �7ET� IL(D�T�% y"(Pxb"LONG PRE-55URE 51MP50N TITEN HD TREATED BOTTOM 5GREH5 o 4'-0" O.G. PLATE AND 12" MAX FROM END OF HALL ° e 411 e ;� ° e d — (z I� UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIPS, AND ANGHOR 5OLT5 ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. I I NT. BEARING WALL FOOTING DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) I �=1OC �i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d „ ` d ° I —III —I d44 I —III —III —III—III=1 a IIIIil�lllll�llll ° ' I=1Tf fI) #5 DOWEL W 6" HOOK AT III=III- ALL VERT. WALL =1I=III= III; (5EE PLANS FOR LOGATREINF.ION) GLEAN GOMPAGTED III —III — FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY I-O�� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2NO 5TORY HALL OGGUR5 DIREGTLY ABOVE THE 6" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE W (2) #5 BAR5 EXTERIOR MILL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" J-BOLTS b" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) W STUD PLATE TIES PER PT BOT. PLAN o STUD TOP $ PLT. BOT. (2) #55 GONT. H/ —1 „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON KALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL NHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NT5 8" GMU BLOCK r ►. i� WE E30NO BEAM.�� ►� FOUNDATION DONEL MIN. 6ROUIT CELL SOLIDRADE IMMOMMI WON, �i ►i R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) PVG GHA5E SLEEVE TO BE TNIGE THE DIAMETER OF ' I I I I 11=1 III —I I=1 I I III —III —III- 1=_I I I =11 ' PROTECTED PIPE GLEAN GOMPAGTED FILL o 15% MONOLITHIC FOUNDATION STANDARD DENSITY I N/ (2) #5 GONT. ON GHAIR5 N MIN: WHERE 2ND 5TORY KALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" KIDE W (2) #5 BAR5 GH�SE nET�IL SCALE: NT5 seal. i 4✓ ,Gx" e � s e a ® TE • fi« , "w © copyright: MUCK ¢ Structural Engineering, Inc. Z z J� w w Z c L Z w a J Z= Q� CU . .4, �Z t E J 3: � m;. JZ �o W p Y o y m` Lil C N C. M CL M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 01-2 6-2 0 REVISIONS: date: initial: sheet: Q 0 J L[. J Ui Lij z � 0 a 4 LLI J 0 d U z p d �Y ', z .� J� J SDm 1 SCALE: NTS SCALE: NITS