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a FILLED CELLS (SEE PLAN) " TOP YIEW @CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB m 411 (SEE PLAN) d d a q° d° I I —III a i l—I � I 16"x8" THIGKEN ED6E W/ (2) #5 GONT. oal��EIEP EP E @ GARA&E DOOR DETA I L5 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER (1) #5 VERT. FROM FT6, TO BONO BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 50" GROUT CELL 50LID Z < C 0 6RADE I I —III —III —III —I I Mi 15i2I I I I I I —III —I I-1 1= =1 11-1 I -� I I I —I I I a I —I I I —I I I —I 11- o —1 '1 11 d I 1—III-1 1- I —I I I- ' I=III— III =— 1) #5 DOWEL W/ 6" HOOK AT l I I 11. ; I I I ALL VERT. WALL REINF. III —I I —III I —III (SEE PLANS FOR LOCATION) I I 111 1111 i l l 1- GLEAN GOMPAGTED FILL ® q5% I I I l MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE IN (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS f-PATIO/PORGH/LANAI SLAB (SEE PLAN) ° a .. III —III —I 11-1 I I —I I �- 8"x8" THICKENED SLAB W/ (1) #5 GONT. THICKENED EDGE DETA I L 3 SCALE: NTS 8" GMU BLOCK 8" GMU BLOGK 8 WIDE GONT. 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS GONG. CURB OVER 3/4" FURR STRIPS BOND BEAM. LAP w/ Ix -PER BUILDER (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER FOUNDATION DOWEL MIN. TO BOND BEAM. LAP w/ HOUSE SLAB 30" GROUT CELL SOLID HOUSE SLAB FOUNDATION DOWEL GARAGE SLAB MTL. THRESHOLD (SEE PLAN) PORGH/PATIO/LANAI (SEE PLAN) MIN. 30 GROUT CELL > (SEE PLAN) SET IN SEALANT SLAB OR PAVERS SOLID PAVERS (SEE PLAN) (SEE PLANS) z d a 14. d d 4_Liilit, q o GRADE I I-1 I I=II1< III III III-1 I 1 I I I lIdg�,LI III III 1=1 111- —II5EIII:: I=1I III—III=1I1=1I1— _ —III—III->r _ —III . s ° —III —III, , III—III=III—III— - I_ . —I —II ea° ° —III—III—III-I - I —I I I—III=111- EXP JOINT z I I- I I I —I I —I I —I m III 1=111- 1—I m III I a I —III —III InI —I I q`. tr —III—I' I—= 1) #5 DOWEL W/ 6" HOOK AT =I — I —III_ °. 1 1) #5 DOWEL W/ 6" HOOK AT III—� 1 111,11 III III = ALL VERT. WALL REINF. I I II, (SEE PLANS FOR LOCATION) I I=I I :III I I I" I I —I --I I II111III 1 _ 1 I-1 I II I III -I- MONOLITHIC I I 1=1 1- ALL VERT. WALL REINF. I-III=III III-- I I 111= (SEE PLANS FOR LOCATION) GOMPAGTED — GLEAN COMPACTED 1�II = FOUNDATION IN GLEAN COPACTEDGLEAN FILL ®q5°6 1. , . MONOLITHIC FOUNDATION FILL a q5% WI TH MONOLITHIC FOUNDATION FILL ®q5� STANDARD WI TH GONT. ON GHAIR5 STANDARD DENSITY WI TH W/ (2) #5 GONT. ON STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE GHAIR5 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BAR5 w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE I-5TORY: 1'-0" WIDE W/ (2) #5 13AR5 W/ (2) #5 BARS W/ (2) #5 BARS G �t6ECI�Rll DET, IL ENTRY DOOR DET IL � SCALE: Nr5 ERIOR E: NTS OaT WALL ® PORCH/PAT10/L NAIDETA1L 8" GMU BLOGK--__�_ BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ 4 d PER MANUF. d III —II II- R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) -III I=1 I ' a d III III III _ I=1 m III I a I I —III —I 11= m L 1 � 1111 � 11 I I -_-_-_I I I � I I I I I; � III I I —III —III —III I I I— II—III=III—III—III='''- MONOLITHIC GLEAN COMPACTED III =11-III FOUNDATION W/ (2) #5 FILL ® 95% 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 BARS t EXTERIOR OUTSWI NG 4 5GD POURED 51 LL5 DETAIL Y2"4)x6" LONG PRESSURE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL w d I I-1 I I-1 I I-1 I I d U =1 I I-1 I I-1 I I-1 I I=1 I 01 UPLIFT GONNEGTOR5 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. INT. BEARING WALL 1 00T1NG DETAIL Y2" 6YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND SPACE ® 52" O.G. 2" (6" MIN. EMBED) —�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. q a � d �a. (2) #5'5 GONT. W/ „ 3" MIN. CLEAR all 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE 6LIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PECIFIGALLY NOTED ON PLAN. GARAE STEP DOWN DETA I L SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT CELL 50LID z q 9 `11 I I I 1=1 � I —I a� o RADEI- `Y' III=III=III=III 11=I I M I I=I I I-'' PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF ' I I III III=III=III I =III PROTECTED PIPE GLEAN GOMPAGTED FILL ®a5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH IN (2) #5 GONT. ON GHAIR5 2-STORY: I'-4" WIDE w/ (2) #5 BAR-5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS OGPETAL ,E SCALE: NTS $� :T_® © copyri : MULft&' Structural Engineering, Inc. 0 CD Z WJ m w W Z_ c UJ Z rn w a J Z= U = A 't t LUcn j J m 'A'3: J~ >♦ ao vo YCO �N.1 � y o coo m` L6 W c N cc CY i O. M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: `j 2- 1 4-2 `j REVISIONS: date: initial: Cz a C] � J J LL Ld U) W a � z 0 a (L Z 0 a O z Z � lc v�i �e 0 >, z J J sheet: SDw 1 SCALE: NTS WALE: NM