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FILLED CELLS (SEE PLAN) V11TV'tVC & 6ey ICI N1M rN GONG. OR PAVER 6ARA6E HALL DRIVEHAY r BEYOND 6ARA5E SLAB m 4" (SEE PLAN) a e e _ III —I I=I I —I I I —I I MI I —I I IM I 16"x8" THIGKENE =III —I I I —I I I=I I I —I I I —I I I —I I I; ED6E N/ (2) #5 —III—III—III=III=III=I I I- GONT. 11. , III, , 1— GONT. I 1=1 THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 5OL11 zxq co O . 6RADE o z .111III1 0 #5 DOWEL W/ 6" HOOK AT II=III-1 ALL VERT. WALL REINF. 1 I I=� I III=III = IIII I (5EE PLANS FOR LOCATION) 11=III—III—III—I _ GLEAN COMPACTED I I 1=1 I I= 1 FILL o q5% I'-0° MONOLITHIC, FOUNDATION STANDARD DENSITY MIN. W(2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FTC. SHALL BE I'-4" WIDE W (2) #5 BAR5 GAR�GE CURB DT�r EIL scAL;=: Nrs 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) ---\ m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) rr - �R -L mt2 MONOLITHIC GLEAN COMPACTED` _I F= FOUNDATION H/ i2) #5 FILL o q5% STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCGURS DIRECTLY ABOVE THE 8" GMU NALL SHOWN, FT6.5HALL BE I'4' HIDE W (2) #5 BARS n EXTERIOR OUTSWI NG 4 56D POURED BILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z do O GRADE ' -IIMII Q ' _,Illllm R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) _e a:11111111�1111��1111- -=III I 1) #5 DOWEL N/ 6" HOOK AT ALL VERT. HALL REINF. I I I II III=1 I=I , I I (5EE PLANS FOR LOCATION) —III III —I � I —I I I GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -oil N/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 FOOTING SECTION & BLOCK PETAL SCALE: NTS 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 (SEE PLANS) < d e —III—III=>Y —III s III —III —III —I —III=1 i t—I I I —I I —I I I —I I I- '—II- 1=1 m III I I 11=1 I I —I 11= "III ='III"'III"'III MONOLITHIC 71 GLEAN COMPACTED " 111 —11 = j 1' FOUNDATION H/ (2) #5 FILL ®q5% STANDARD I -O :: GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'4' WIDE W (2) #5 BAR5 ENTRY DOOR DET� I L 6 SCALE: Nrs Y2" Ox6" LONG PRESSURE SIMPSON TITEN HD TREATED BOTTOM 5GREH5 0 4'-0" O.G. PLATE AND 12" MAX FROM END OF NALL III-III-III-1I1= a _III-III=1IImIII-11 UPLIFT GONNECTOR5 SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE 5UGH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. 1 /1 I NT. BEARING WALL FOOTING DETA I L 8"x8" THICKENED SLAB W/ (I) #5 GON I . THICKENED EDGE PETAL L 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) `t EXP JOINT v m �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Qd .. d : a e � I —III —III —III a � I—III—III=III—� ea _III_III—III_I III —I I I —I I=1' —III-1 d` I 1) #5 DOWEL W/ 6" HOOK AT _ III —III- ALL VERT. WALL REINF. I—III=III= III- (5EE PLANS FOR LOGATION) GLEAN GOMPAGTED I I I —III —III .I III=111= FILL o 015% MONOLITHIC FOUNDATION STANDARD DENSITY I -0: N/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF NALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) STUD PLATE TIES PER Q PT BOT. PLAN o STUD TOP $ > PLT. BOT. a.. e ,4 '6< d e ad (2) #55 GONT. N/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. NALL NHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. &ARA6E STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6RG"`JT CELL 50LID zq� a� O BADE ' III=III=III=III= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVG CHASE SLEEVE TO BE I (=1 THIGE THE DIAMETER OF `o 1=1 =1 —= III�1 I I PROTECTED PIPE GLEAN COMPACTED 11 111 111111111111 111 I - FILL o q5% MONOLITHIC, FOUNDATION STANDARD DENSITY I -0 H/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND 5TORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HONN, FT6. SHALL BE 1'4' WIDE W (2) #5 BAR5 GH�SE DET�r I L 8 SCALE: NTS seal: rn r W n b .�.aa u © copyright' ivy � � Struof ur ngineering, Inc, z Z JLU w w Z o C7 Cn Z w a J C� a Z Q o H U . V -,r Q C� tUJ�'�' Q) .5 -,1-- =a M Z Q. CD M W p Y o y LY m` c c OC cr) M M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 02-0 1 -2 `j REVISIONS: date: initial: sheet: SDm I SCALE: NM SCALE: NTS