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FILLED GELL5 (5EE PLAN) UtIk Or- Rm^en % i111Ti.1 (9) w1%Nc1% (— GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND GARAGE 5LA13 m �4" L (5EE PLAN) O r ° d e. ° .. 1 I I d I=1 1=1 11= 16"x8" THICKEN EDGE H/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: WS 8" GMU BLOCK 8" GMU (1) #5 VERT. FROM FT(5. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID a� O GRADE I — ed III=1 _ ° I —I 1I- =III—I I —I I —III —I =I III —I I I IiIl,, II I l e I=1 I I=1 11= Q —III=g _'=11Im I I1 I Ie I I_I 11= GLEAN COMPACTED FILL A 954; R4.1 FI-FOIL OR EQUAL OVER VW FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (SEE PLAN) {I) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) MONOLITHIC FOUNDATION 5TANDARD DENSITY 1 1-0 1 W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CH) WALL 5WM, FT6. SHALL BE I'-4" WIDE W (2) #$ BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: MS 8" WIDE GONT. 8" GMU BLOCK I R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER %a" FURR 5TRIP5 (1) #5 VERT. FROM FT6. EXTERIOR DOOR ' -PER BUILDER TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOYEL—�, GARAGE 5LAB SET IN 5H E�ALAN LD _\ (5EE PLAN) MIN. 30" GROUT CELL (5EE PLAN) 50LID PAVERS z e (5EE PLANS) ° a e RAD _ _ I I I_I I I —III —I _ _ _ e ICI —ICI —III —ICI; il� 16 I i—_ _�I 1=cz 1=1 I I I 1=1 1=1 11=� 11- I I I I=1 11= 1=1 —III—I —� III —I I d°• I —I I I —I I —III- '—I I —I 11-1 I I —I 11-11 I-1 1 1- Q z III=III=1 I- - :7 I=1 m III I I d I —I 1=1 I I- 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. III=� I I 1=I 1— III i, � 1 (5EE PLANS FOR LOCATION) II I 1 I 111=I 11=1 1 I I I I MONOLITHIC I I —III —III —I 11=1 _ I I I I 1=1 I I I ,III_ GLEAN COMPACTED III =III= I �' I I— FOUNDATION W/ (2) #5 FILL o Q5% � �� GLEAN COMPACTED � �� GONT. ON CHAIRS STANDARD DENSITY 1-0 MONOLITHIC, FOUNDATION FILL o c15% STANDARD I -O MIN. H/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2NO STORY WALL WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT5. SHALL 8" CMU HALL SHOWN, FT6.5HALL BE I'-4" WIDE w/ (2) #5 BARS BE 1'-4" WIDE w/ (2) #5 BARS GA�RGE CURB DETAIL 6 ENTRY DOOR DETAIL SCALE: NT'S SCALE: rrrs -PATIO/PORGH/LANAI 5LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. D3THICKENED EDGE DETAIL SCALE: WS W GMU BLOGK (1) #5 VERT. FROM FTG. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) ; V I d EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) .d III —III —III= I , ,a -� II��III��III�� I• K�_ ' 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. HALL REINF. (5EE PLAN5 FOR LOCATION) GLEAN COMPACTEDMONOLITHIC FOUNDATION FILL o 95� STANDARD DENSITY I�-O�� N/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" CMU HALL 5HOHN, FT6. SHALL BE P-4" WIDE w/ (2) #5 BARS t EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: MS Y2" GYP. BO. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIE5 PER } PT BOT. PLAN o 5TUD TOP 4 PLT. BOT. a° � a — d . n ° • d (2) #55 GONT. W---" 3" MIN. CLEAR I 8 8 UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON HALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL NHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 7ARAGE STEP DOWN DETAIL SCALE: NM 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID Z_ cc L �4 III —III —III —III_ z ' =_ f 4 GLEAN COMPACTED FILL o 15% R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAW a . e e llI—III—IIIT III a` .,d° 1- _-GHA5E SLEEVE TO BE III=III-1 TWIGE THE DIAMETER OF =1 i I�i I 11 I� I PROTECTED PIPE STANDARD DENSITY I'-O" MIN. HHERE 2ND STORY WALL OMIR5 DIRECTLY ABOVE THE 8" GMU HALL 5WHN, FT6.5HALL BE 1'-4" HIDE W (2) #5 BAR5 GHSE DETAIL S SCALE: krs MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 ' seal: 4; 'V 1 r .. ... ORIV c0 copyright: MULHERN & KULPv� Structural Engineering, In. CD Z J� w W z N g (D Z W d J Q � C= E U Q � o� W� E �Cz >> =a >� Z W O y Lil m` _ $ N M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: h 1 W 0 8" GMU BLOCLL BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 MTL. THRESHOLD -PER BUILDER HOUSE 5LAB � � Z SET IN SEALANT (5EE FLAW PORCH/PATIO/LANAI (L 5LAB OR PAVERS 0 v l (5EE PLAN5) 'Q PER MANUF. III-1 I I I-1 I I- 1 I I=1 1 1= d I=1 I I :. I I I —I 11—I I I —I I I- �--� I I I_I I I I —I I I —I I I —III —I 1I- -I I I= � I —I II I I I —I I I -I= =1 m III I I d I=1 I I —III-- z - III —III ; `' Q O � III I I III —III —III I I—' MONOLITHIC Z a d) 'Q II —III —III —III —II—''' Y-- � GLEAN COMPACTED " III _III= I i FOUNDATION H/ (2) #5 FILL o 45% STANDARD It -oil CONT. ON GHAIR5 � � . DENSITY AND TERMITE I MIN. 0 0 z TREATED Q WHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" GMU HALL SHORN, FT6. SHALL BE 1'-4" HIDE w/ (2) #5 BARS sheet: EXTERIOR OUT5NIN6 $ 56D POURED 51LL5 DETAIL SCALE: WSSDm I