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..to11923... y FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY—, 16"x8" THIGKENf EDGE W/ (2) #5 GONT. 8" GMU BLOCK vr�rcr �v� TOP Y'IEW ®CORNER F -1 6ARA6E WALL BEYOND 6ARA6E SLAB 4 (5EE PLAN) THICKENED EDGE @ 67ARA&E DOOR PETA I L SCALE: NTS 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL11 z� c0 O A 6RADE o I=1 — I 1-11t1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III=� I III=1 l l l li I' (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ®q5% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 ZI 2-5TORY: I -4 WIDE w/ (2) #5 BARS -5TORY: 1'-0" WIDE W/ (2) #5 BARS (D�!�tt�6E GURU D�T,h I L 8" GMU BLOCK--__ BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) —� R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) PER MANUI III —III —III— I I=1 �' '—III=1 � III —I I a I I —III —III —I 1I- '—III= ' 1—I m III I d I I —I 1. III- III I I III —I I —III I li -� MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5AI NG 4 56D POURED 51 LL5 DETAIL 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zX �O O GRADE '-11111111�11 O -' I_I I1 rn I GLE FILL 5TA R4.1 F I -FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) I- ° III —III —III —III 1I- =1 _=III— III 1) #5 DOWEL W/ 6" HOOK AT VERT. WALL REINF. III=1 I=III ,� (5EE PLANS FOR LOCATION) AN COMPACTED Jw' '' I I I I I � I -1 I L—MONOLITHIC FOUNDATION ® q5% WI TH NDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS POOTI NG 5ECT1 ON W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (SEE PLANS) ° d ° ° a _ 1I— �� ''=III=11 I C I-111I III —I 11=11 I I 11— ' '—III—I -� III —I I I I—III-1 I I=1 I I I- 1=� m I I I I I I1=III=III=III=III—'''- MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETJ�IL 6 SCALE: NTS 3 Y2 ° GONG. Sf AM W WWF OR FIBERME511 RI OVER 6 MIL. VAPOR BARR THICKENED 5LAB @ RECE55 DETAIL PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. (D=THICKENEV EDGE DETAIL SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) ; z I EXP JOINT �T'v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) . d 4.. I=1 I IE I I_lil _ °Q iillliiillli�llll I=ITr�+'- !I #5 DOWEL W/ 6" HOOK AT _ _ III=III= ALL VERT. WALL REINF. ' I III —I I —I I —I I III= (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED I, i I I I—III—III.I III-11—, , FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON ' CHAIRS 2-5TORY: I -4 WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR HALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. SIDE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) —Q, STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP rE PLT. BOT. d °d (2) #55 GONT. W/ „ „ 3" MIN. CLEAR 8 b UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. &ARAGE 5TEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BGND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT GELL 50LID Z Xd o RADE I I —I 11=1 I I —I 11=1 1I- 'r' PVG CHASE SLEEVE TO BE ' I —III —III III —I (-1 TWIGE THE DIAMETER OF III —III —III I —III PROTECTED PIPE i t-1 I I III=1 I I —III- ' GLEAN GOMPAGTED ill=I I L. FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH N/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS DETA 1 L 8 SCALE: NTS seal:•`♦� ��• 784 4 N o v a A T OF III ® e s,'B % © copyright: MU g9`& If IL? 021 Str ngineering, Inc. CD w w Z c Z w d J L CD a Z U A � 4 UJfl) C E .5 j � m E Q J Z Q . o Lil :9 re Y m ti W m C9 C N M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: DJ R issue date: `j 2- `j 4-2 `j REVISIONS: date: initial: sheet: C O a 0 0 --j J U. w � Z U) L d z I< o CL Lo < ~ Q Z J J SCALE: NTS SCALE: NTS SDw 1