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fa FILLED CELLS (SEE PLAN) vruwvF_ TOP YIEW @CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND 6ARA6E SLAB m �4" L (SEE PLAN) ° 4T7=. Tl=T 16"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE @ GARACGE DOOR DETAIL SCALE! NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID Z X cO O GRADE III-1 o 1—III- 8" WIDE GONT. GONG. CURB w 6ARAQE SLAB d > F(SEE PLAN) ° ° d ° a a Kul I—III1II—111111I111111= -III11— a III-r►1= {U #5 DOWEL W16" HOOK AT ,-I _ I IEd I I —I ALL VERT. WALL REINF. III I III=III=— III—� I (SEE PLANS FOR LOCATION) I III —III —III —I _ I' ' GLEAN GOMPAGTED�"'I— III _III= I I' FILL ®q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY 1, W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS GA~,RA�GE CURB DETAIL SCALE: NT'S 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z� a� O GRADE '-111111�I�11 Q)' m I d ° ° ° 4. ° Illj II 11111= III �111=I 1) #5 DOWEL W/ 6" HOOK AT —_ ° _=III=_I I ALL VERT. WALL REINF. 11 I —III —III —� I (SEE PLANS FOR LOCATION) =III III —III —III= GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE N/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° III-1h,- A III=1 11= 1=1 I I ° III III=1 11_I 11— ° I I III —III —I � I- -I I I I=III—I I- I=1 11=1 I I=1 I I- III I I III —III —III III—_ ' 11=III=III—III=III—''' MONOLITHIC, GLEAN COMPACTED " III =III= FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET,� I L 6 SCALE: NTS 8"x8" THICKENED SLAB W/ (I) #5 GON 1. \NAI SLAB THICKENED EDGE DETAIL 3 SCALE: MS 8 GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP N/ OVER 3/4" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) d ° Q ° I —III —III III III III=III III 1I— ' =1 I I —I I IE7 EXP JOINT —I 4 —III III —I I 1—III — mlllll IIII °° ` 11=1111111111�1 °° I I= _ I) #5 DOWEL W/ 6" HOOK AT =1I I= ALL VERT. WALL REINF. ' I III=III=III=1 I III= (SEE PLANS FOR LOCATION) =1 1I III —III —III , I I GLEAN GOMPAGTED FILL o q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. YY J-BOLTS 6" FROM EA. v END OF WALL AND SPAGE ® 32" O.G. 2" (6" MIN. EMBED) LU—�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 8 PLT. BOT. ° e d d °d (2) #5'5 GONT. W/ all 8" 3" MIN. CLEAR UPLIFT GONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL III X OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP N/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT CELL 5OLID zd ° d o BADE I I44 -1 I I-1 I I-1 I V IIIIIIIIIII I `. I 1-111-111-111- ' I—III=1 I I III=1 I=� CHASE SLEEVE TO BE O I I I-1 I F1(I---_---III—_I I TWIGE THE DIAMETER OF -' -' ICI I I III-1 I I —III I —III PROTECTED PIPE GLEAN GOMPAGTED FILL a q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GHA�SE DETA� I L 8 SCALE: NT'S se��P�,��NSF N 82 �O s TE OF s9 �, .0 . ,� P• © copyright : MULHERN & KULS E p i 32021 Structural Engineering, In . CD Z Jcc w w z c CD M Z w a L Q .o m Z= t 4,12t W� .5 j T m E i Q Q JZ CD =W Y p o y m` to W C N C. M&K project number: 068-1 9022 project mgr: J S B drawn by: BC issue date: 09_21-2, `[ REVISIONS: date: initial: 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL j EXTERIOR DOOR OVER %" FURR STRIPS v 1 -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT 5Y" GONG. SLAB (SEE PLAN) W WWF OR PORGH/PATIO/LANAI FIBERMESH REINF. (LU D SLAB OR PAVERS OVER 6 MIL. 1 (SEE PLANS) VAPOR BARRIER UJ W 0 PER MANUF. III —III —III— I —I ° ° — _ 0 F, —III=1 I I- � I-- III_ III ° e III — III —III— ° LL 1— I =1 I I —I I 1=1 I I— I 1=1 11=1 I I_ t LU 0 III —III— m I I �I I_II I I IIII I I-1 I I-1 I I —III I I _ _ I 1—1' � MONOLITHIC I� �=III—III—III—8" 8" GLEAN COMPACTED " III =III= I' FOUNDATION W/ (2) #5 (2) #55 CONT. FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE 0 I — TREATED 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS _ W I -STORY: 1'-0" WIDE y W/ (2) #5 BARS O oz EXTERIOR OUTSWI NG 4 56D POURED 51 LL5 DETA� I L „�II,� THICKENED SLAB @ RECE55 DETAIL LL,1 SCALE: NTS SCALE: NTS sheet: SD-1