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FILLED GELL5 (5EE PLAN) • 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4:: GARAGE OVER 3/4" FURR 5TRIP5 • -PER BUILDER (1) #5 VERT. FROM FTC. TO TOP VIEW BOND BEAM. LAP W/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) @CORNER 30" GROUT CELL 50LID tp Z d ° GONG. OR PAVER GARAGE WALL A° DRIVEWAY BEYOND — — _ ° II1=11I-1 1=1I1=1 GRADE III=111=111—III—III =III —III= cx I I I ° ° II —I 11—I I a I=' GARAGE 5LAB _ =III —I I —III . e 1—I 11=111-111- m 4:: (5EE PLAN) 111=1 I1—I15 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) I I=III=III=1 I' GLEAN COMPACTED ill=1 I I=1 l i 11 =111=I I III =111=111-11' FILL ® 95% MONOLITHIC FOUNDATION Ib"x8" THIGKENE -1I —III=1 =III —III — III —III- STANDARD DENSITY I -0 W/ (2) #5 GONT. ON GHAIR5 EDGE W/ (2) #5 —1 I I —III —I I 1=1 1=1 I 1=1 I- MIN. GONT. �.; ,,1, �, WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FTC. 5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 '� THICKENED EDGE @ GARA 6E DOOR DETA� I L r(-,-,% r-OOTI NG SECTION W/ BLOCK DETAIL SCALE: N% 8" GMU BLOCK SCALE: NM 8" WIDE GONT. BEY GMU R4.1 FI-FOIL OR EQUAL GONG. GURB OVER %" FURR 5TRIP5 (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP W/ �n HOUSE SLAB FOUNDATION DOWEL �—u, CARACE 5LAB 55E IN 5EAALANTD (5EE PLAN) MIN. 30 GROUT CELL (5EE PLAN) SOLID PAVER5 (5EE PLANS) . ° , z d d ° 111=11°I=III=111=_ e III=111=III=III= Cz O GRADE ° 11—III—III--I I' • . �° 1—III—III-1 m 11 =1I I=1I I=c=1I III—III—III—III=1I1=1I-d 1=1I III —III —I I1=I I1- ' —III—I I I-11 ° • 11—I 11=1 I I —I I -1 I —I III —I I I —III —III —I I I 1=1 I I-1 I I- I- 4-1 I I 1=1 m III I 11 I— 1) #5 DOWEL W/ 6 HOOK AT —I — III —I I I— —III—I' ALL VERT. WALL REINF. -1 I 1=I III 1 =I = -1(5EE PLANS FOR LOCATION) =_III 1=I' MONOLITHICIIIIIII 1'_ 111111=II '11- GLEAN GOMPACTED III= GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o 95% 1'-0" MONOLITHIC FOUNDATION FILL o 95% 5TANDARD 1'-0" GONT. ON GHAIR5 STANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL WHERE 2ND 5TORY WALL OGCUR5 DIRECTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE 8" GM1 WALL 5140WN, FT6. SHALL 8" GMU WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 BE 1'-4" WIDE W/ (2) #5 BAR5 GA�RA�GE CURB DETAIL ENTRY DOOR DETAIL SCALE: ur5 SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB Y2")x6" LONG (5EE PLAN) PRE55URE 51MP5ON TITEN HD PORGH/PATIO/LANAI T TREATED BOTTOM 5GREW5 o 4'-0" O.G. 5LA13 OR PAVER5 PLATE AND 12" MAX FROM (5EE PLANS) END OF WALL d ° • e ° e - d PER MANUF. ° _III-1 I —III—III ° 11 I-1 I —I �—III—III- cY l—III III-111-111—� 1 I_ — d e ° - -I I I I—I_I 1=1 11=1 I I I I 1=1 I M I 1=1 I 11=1 11=1 I 11 ,111=' 1=1 m III I 11=1 I I —I 11= I —III —III —I I =1 11=1 I_I=1_I 1=1 1=1 I I 11= —I I— I I 1=1 11= m `' III I I i I III —III —III —III III , -� I I I I III —III —III III— ' MONOLITHIC I'-4" GLEAN COMPACTED I FOUNDATION W/ (2) #5 FILL o 95% 5TANDARD I'-O° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL UPLIFT GONNECTORS 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND OGGUR5 DIRECTLY ABOVE THE ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A 8" GMU WALL 5HOWN, FT6.5HALL CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE BE 1'-4" WIDE W/ (2) #5 BAR5 WILL BE 5PEGIFIGALLY NOTED ON PLAN. EXTERIOR OUTSW I NG 4 56D POURED S I LL5 DETAIL BIAI; 1NG WALLIOOTING DETA�IL SCALE: NM@.INT. SCALE: NT5 PATIO/PORGH/LANAI 5LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. EDGE DETAIL (D.THICKENED SCALE: HIS R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) — Fr-9+`--(I) #5 DOWEL W/ 6" HOOK AT III= 11= ALL VERT. WALL REINF. =III=III= 111= (5EE PLANS FOR LOCATION) .I II III —III —I I_I , I1 GLEAN COMPACTED FILL o 95% MONOLITHIC FOUNDATION STANDARD DENSITY I-0:: W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND 5TORY WALL OGGUR5 DIRECTLY ABOVE THE 6" GMU WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 EXTERIOR HALL @ PORCH/PATIO/LANAI DETAIL Y2" GYP. BD. EA. 51DE OF 2x4'S o 16" O.G. Y2" J-13OLT5 6" FROM EA. r END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) w 5TUD PLATE TIES PER } PT BOT. PLAN A STUD TOP 8 PLT. BOT. d e ° e e ° d e IJL O a d ° • " e. 4 (2) #5 5 GONT. W/ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND ANGHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETA I L SCALE: WS 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO — BONO BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z a� RADE R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) sell-01 �,��eerceaa^4n vp y �' °•C �s *: No 77824 <_ STATE OF :•� © copyrig�d %% sinwrkk �0%% co z _J R w w z c c0 z w J + a d < Z= Q� U � Q c (n j =a °D E ;. WLAJ Q p o y CDCP o m _hhh��ihhh C N = M n M&K project number; 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-0 9.2 0 REVISIONS: date: initial: z —III— — PVG GHA5E SLEEVE TO BE aJj TW1GE THE DIAMETER of ,Q � III I —I 1=1=1oTEGTED PIPE GLEAN COMPACTED III-1 FILL ®95% MONOLITHIC FOUNDATION Q, 5TANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 � MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE I'-4" WIDE W/ (2) #5 BAR5 GH,45E DET,41 L 8 SCALE: � sheet: 0 O J J LL W � p z 0 (n U) J MJ d U W m 4 Y � Z LLJ °J SD� 1