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FILLED CELLS (5EE PLAN) vnr�r�v� TOP VIEW ®CORNER F COW, OR PAVER DRIVEWAY 6ARA6E WALL BEYOND m �4: GARAGE SLAB (SEE PLAN) L I I—III—i 1I— I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE 6ARA6E DOOR DETAIL Wat 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL -1 I I —I o Y ' ;Illlim w GARAGE SLAB F(5EE PLAW A ° A. d I —I I I —I I I —I I F MI I I —I I Ml 1I- 1I- I-I #5 DOWEL I^V 6' HOOK AT (I i—III—I ALL VERT. WALL REINF. _ III=I I III=III -I , 1' (5EE PLANS FOR LOCATION) -- GLEAN COMPACTED FILL o 95% I'-p° MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL 0CCUR5 DIRECTLY ABOVE THE 8' CM WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 GJA! 61 CURB DETJA I L � scA�e= � 8" GMU BLOCK--, BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI 5LA13 OR PAVERS (SEE PLANS) a R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) v m� MONOLITHIC GLEAN GOMPAGTED-j FOUNDATION W/ (2) #5 FILL o Q5% STANDARD 1'-0° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL SHOWN, FT6.5HALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUT5W1 NG 4 56D POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z VIAL o '=11111111 d .. ° d er=11: _- e e R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOU5E SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. =1=1 17 (5EE PLANS FOR LO( ATION) I I-1 I I I I II I IIl l I ' GLEAN COMPACTED I I III i - i 11— — FILL o c15% MONOLITHIC FOUNDATION STANDARD DEN5ITY I-0 W/ (2) #5 CONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS r-OOTI NG SECTION W/ BLOCK DETAIL W&M. NM 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4' FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE 5LA5 SET IN SEALANT (SEE PLAN) PAVERS (5EE PLANS) e d � ICI —ICI ICI—I�I�, III111- 1=III III —III —III —III- I_III—I I I —III —III —III I- -III I —I I " °III —III —III ' I —I m III I I d I —I 1 I-111= II II — II1-1I1- - II—III=III=III=II—''' MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o 95% STANDARD I'-O': GONT. ON CHAIRS DEN5ITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 ENTRY DOOR DETAIL 6 WALI: W6 y2"Px6" LONG PRE55LRE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 o 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL 411 . e.d A41 a =111=1I1=i I1=1I1—=1II-1II-1II-1II-1 1'-4" UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. -PATIO/PORCH/LANAI 5LA13 / (5EE PLAN) e. 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 WAO: � 8" GMU BLOCK (1) #5 VERT. FROM FT6.1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELI 50LID PORGH/PATIO/L.ANAI SLAB OR PAVERS (5EE PLAN) EXP JOINT m ea a a. i0m II `d IIIIII I1111 d R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) 1= 1) #5 DOWEL W/ 6" HOOK AT III=11 �- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I III- (5EE PLANS FOR LOCATION) 71 11 111-111=111 , .I GLEAN GOMPACTED ' i—I I -III - FILL o 95% MONOLITHIC FOUNDATION STANDARD DEN5ITY I _0�� W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FTC. 5HALL BE 1'-4' WIDE W (2) #5 BARS EXTERIOR HALL ® PORCH/PATIO/LANAI DETAIL Wal M Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. L OT. d A s.' e ' ..a °e e ° (2) #5 5 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 67ARJ4GE STEP DOWN DETAIL WAl.e: MS 8" GMU (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID z_T�T L dJ RADE ' III=11 �=1 I I=111= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) .d .. d . I I... III... III... =1 I 1=III Nffl,��kz II'11=1 I IQ' I I IIIII-' GLEAN GOMPAGTED I I=1 I I,,-11 1111 FILL o 15% 1'-O" STANDARD DEN5ITY MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL 5HOWN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BARS oil J45E DETAIL �e: Nrs PVG CHASE SLEEVE TO BE TWICE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 CONT. ON GHAIR5 seal: -F {".. © copyright : Structural Engineering, Inc. OM Z Jii W W N z CD z W a J _(v + < Z= II_ v WW m = a JF- Q •- Z Wo Y y m amOC C C c+� a IV M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01-'2 6-21 REVISIONS: date: initial: sheet: d 0 0 J LL J ui W � 0 z 0 a W J 0 z � N z } p J J SDm 1 W#a: NM WAU, RM