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a FILLED CELLS (SEE PLAN) v�rcr�v� @CORNER F GONG. OR PAVER 6ARA6E WALL DRIVEWAY j— BEYOND I 6ARA6E SLAB m 4." (SEE PLAN) 11_ II=1 1=1I 16"x8" THICKEN! EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID z_cxc L cif (3 _ GRADE 8" WIDE GONT. GONG. CURB N w GARAGE 5LAB iY (SEE PLAN) III—i I I_I I I —I I ICI —ICI ICI ICI —III III —III —III —_III ' I o z T �i' d ° � 11111111111IIIIIIIII —� m III 1) #5 DOWEL W6" HOOK AT ALL VERT. WALL REINF. I II �� I' (SEE PLANS FOR LOCATION) 11=III—III—III—I - GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 WIDE w/ (2) #5 BARS -STORY: 1'-0" WIDE W/ (2) #5 BAR5 G,�R,4GE CURB DETAIL SCALE: Nr5 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zX �o O GRADE '=III=11� o I=,IIIIIc� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 1 11 III —I I —III (SEE PLANS FOR LOCATION) —III IIIIII��IIi III= GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 �COTINCG SECTION & BLOCK DETAIL. SCALE: NTS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (SEE PLAN) � s III III —III —III- III —III —III —III —III —III_ cx _ I —III III —II II —III —III —III ° ° I- m I— III III-1I I- "' MONOLITHIC GLEAN COMPACTED III— FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETA 1 L 6 SCALE: NTS 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE PLAN) 3 Y2" GONG. SLAB WIDTH PER ARCH w/ WWF OR PORGH/PATIO/LANAI FIBERME5H REINF. SLAB OR PAVERS OVER 6 MIL. (SEE PLANS) VAPOR BARRIER PER MANUF. ' —III=1 I I=1 I III a d. '—III—III ,Y I —III III III � 9 III —III —III III II, —_I I I_ � a ° C ' III —I —' III —I I ° I I —III III —III I I m III 11=1 I I`. d I I —III —I 11- 't v w ° z I r 4 I I I I III —III —III III _ MONOLITHIC MIN m '--� GLEAN COMPACTED " III — 1= I I' FOUNDATION W(2) #5 8 8 (2) #5'S GONT./ FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUTSK NG 156D POURED 51 LL5 DETAIL 5LA5RECE5 AT 5HOWER PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 : NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) � z 1 d I 1—II-I � �i EXP JOINT 4 v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a d p—I I IIIII —III—III—I III —III —III E111 _ I) #5 DOWEL W/ 6" HOOK AT 1=1 I I- ALL VERT. WALL REINF. III=1 1=1 I=1 I 111= (SEE PLANS FOR LOCATION) -I I III —III —III , I1 GLEAN GOMPAGTED 1=1 I F I I — FILL @ q5% MONOLITHIC FOUNDATION STANDARD DEN51TY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD, EA. SIDE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. y END OF WALL AND SPACE ® 32" O.G. 2"L W' MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP $ PLT. BOT. Q d da -a d a • G (2) #5'5 CONT. W/ , 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 50GH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. &ARAGE STEP DO NN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID • X' a� O RAVE 111-111-1 1-111- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° III —III ICI d° as a �I—ICI III �I 11-1 I 1 1 ,11-1 11- Z PVC, CHASE SLEEVE TO BE TWICE THE DIAMETER OF —III PROTECTED PIPE 11-III III —III —III= ' GLEAN COMPACTED -I 117111 FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4 WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GH,hSE DETAIL 8 SCALE: NTS jt seal: r , is N ��,,88 p �ry n a e+m � a 1`i� 1 r�63��e B p ��e+�T,w,y� p°q, STATE �i i � OF 810 g',pp1 lC R. © copyright Strudura ngineering, Inc. CL z Z J= w w Z c C9 rn Z w 0 J Q CD ZUJ CA � c °O E Q Q 1 J Z o W Y OP CID y M us W C N C: M G. M&K project number: 068-2001 1 project mgr: ,.J S B drawn by: D R issue date: 1 0-04-21 REVISIONS: date: initial: 05/11/22 DJR FFWr,N DOM MMISION APR 0 1 2022 9b IQ' CU rAi I� (Jj O J ll.. (N9 W w Z Q Q x z 0 � 0 W U Q 0 � CL d O OY Z LL' Q J J sheet: SDpo 1 SCALE: NTS SCALE: MS