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FILLED CELLS (SEE PLAN) (7Pt1<HC7C @ CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F -1 GARAGE WALL d ` GONG. OR PAVER < DRIVEWAY BEYOND _ _ 1 1=1 I=1I1= _ d II — III — III — II a� O GRADE /-6ARA6E 5LAB - III =11 I I I -III -III -III -I 11- m 41 (SEE PLAN) o -III = `' �I I III-III-III- =11 m III I I I°° _ I=11 I= 16"x8" EDGE 1 GONT. THICKENED EDGE GArRA I DOOR DETAIL SCE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- To BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT DELL SOLID zX d x Y co U GRADE o z I I I=1 11= n III---� 8" WIDE GONT. GONG. GURB 6ARA6E 5LAB > F(5EE PLAN) ° a d ^ d —I I I— I I I —III —I da < 111111 I l l l l rill 1 1 lil I=�11--(U #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. I- I III=III - I I i I' (SEE PLANS FOR LOCATION) 11=III=III-III=1 _ GLEAN COMPACTED FILL o q5% WI PTH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GA�RAr6E CURB DETArIL x�: WM 8" CMU BLOGK---� BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVER5 (SEE PLANS) —� l F- m GLEAN GOMPAGTEDJ FILL o q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSW I NG I$ SW POURED S I LL5 PETAL L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) _R MANUF. -11 I -I 1 11=1111 � I o III III -III III ° III -III -III -_I � I- ° I -III -III -I � I d I=1I I-I11= mLU IIIIII, � III=III=III III_ ' MONOLITHIC, FOUNDATION W/ (2) #5 ,r� I GONT. ON CHAIRS ° I — 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III = =III =I I h (SEE PLANS FOR LOCATION) I I=III IIIIII=III= ' GLEAN GOMPAGTED "' III=III. I I FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-51ORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS �OOTI NG 5ECT1 ON W/ BLOCK DETA� I L SCE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) d _ _ 111-I I I=1 I F1 I I- _ _ _ III III III-1111 l -III III` -III III -I 11=1 I 1=1 11_- ' ' I I I_I v III -I I a 1=1 I III -I I I- I_ - III- 1 I I -I I III I I d I -III -I 11- I 1=III-1 11- L__ MONOLITHIC, ='''- III =1 I �= I Jill FOUNDATION W/ (2) #5 GLEAN COMPACTED FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-510RY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS C(o I' ENTWA RY DOOR DETArIL 5Y2" GONG. SLAB W WWF OR WIDTH PER ARCH FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER u <d L ° - < del 4" MR all all m -(2) #5'5 GONT 5LA5 RECE55 AT SHOWER w } PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" TH!GKENED - SLAB W/ (1) #5 GONT. DTHICKENED EDGE DETAIL 5cv.e: 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) I� 1 I ' EXP JOINT v rn R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) II1—_I d �—III—I —IIMIII—I 11MIII—III: I I —III III —I 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I I I I -III -III= I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED I i 111I_III-III I III -III- FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 CONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/PArTIC/LANAI DETAIL SCE: WS Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP 8 PLT. BOT. d ' A ° �AA L 4 a a ° e O a Q •. (2) #5'5 GONT. W/ 3" MIN. CLEAR all 8 ll UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE CLIPS, 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. e2'� &ArRA I STEP DOWN DETAIL Wes: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LIP I z_ <_. a) C) _ RARE m�` III=III=III=III= d d < o I-IIICI-1 �-1 , _ II 111=1 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) zPVC, CHASE SLEEVE TO BE I, III=1 I I- ° I I 1=1 11=I III--- --= TWICE THE DIAMETER OF I —III —III I =1_I 1- PROTECTED PIPE -1I IIIIIll111I1111= ' GLEAN GOMPAGTED I 1(- FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 8 CHAr5E DETArIL x : NM �p'k , seal: Is Oil- r �f ° r 3 © copyrights llfLMIERIIII&KO""" Structural Engineering, Inc. CD JLU w w Z N � z r w aQ.. J r✓ Z ca '4 A IQ - cm Ji'3 WC/) 5a � Q m E > Z 1 W G 0 0c� y W m �h N IC M&K project number: 068-2001 1 project mgr: ,,J S B drawn by: BC issue date: 09- `j 3-2 `[ REVISIONS: date: initial: 02122122 DJR FRFNGN DOOR REVISION sheet: q u ~ R3 a C J W a 0 4 w J 4 0.. d Q a 0 J LL W I z rr� vJ 'Q U) co N Z J J SCE: NM SCALE: NM SDm 1