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FILLED CELLS (SEE PLAN) vt-trcr-�v� CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) GONG. OR PAVER —6ARA6E WALL <. °. d . F1671 DRIVEWAY BEYOND - ' 1 1—I I I-1GRADE 1I—III—I 1I- -IIII—III—' ' 6ARA6E SLAB I a I —III —III —I 11- m 4 (5EE PLAN) o I— _`' I I I a e `. III=1 I —I 11- —I I m l l l III I —I 111 I— III== 1) #5 DOWEL W/ 6" HOOK AT d ALL VERT. WALL REINF. e, (SEE PLANS FOR LOCATION) =1 I I=1 1=1 I=I 11=1 I —III —III —I I' 1=1 GLEAN COMPACTED FILL ® q5% III —I I L-1 I i MONOLITHIC, FOUNDATION 16"x8" THIGKENE -III —III—III=III—III—III—I =1 I I; STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS EDGE W/ (2) #5 1=1 1=11 1 E I I, I, I IHE 11=1 11= GONT. ,, � �� 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 E17GE @G,�RAOE DOOR 17ET,�IL SOOTING SECTION W/ BLOCK PETA L OZI��tINID SCALE: NTS a 8" GMU BLOCK 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG, CURB BEYOND OVER %" FURR 5TRIP5 (I) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL LU E GARAGE SLAB MTL. THRESHOLD (SEE PLAN) „ MIN. 30 GROUT CELL > (SEE PLAN) SET IN SEALANT SOLID PAVERS X (SEE PLANS) d. �WrF, dII63 o GRADE II—III—III—IIII — III —III — III '=1 1=1 11= � 1—I I III —I 11=1 I I —III--' =1 I I-1 I I- 1=1 I I -I!' I I 1=1 I —III-1 -I I M I I=1 I I —I 117 '—III—II- -_`' I=1 1 e e III —III —I I I 1—I m III I I I —I 11-—I m III I I d I —III —I 11- 1) #5 DOWEL W/ 6" HOOK AT —I — III-11 1=� 11=III=III—III—I I 7171iII—III—I 11I=III=— 1111 ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) I I 11 I I —III 11=I I =1 I —III —III —I i III _ MONOLITHIC l- GLEAN GOMPAGTED III =III= I �' - GLEAN COMPACTED "' III =III= I I FOUNDATION W/ (2) #5 FILL @ q5% WI TH MONOLITHIC FOUNDATION FILL ® q5M STANDARD WI TH GONT. ON CHAIRS STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE ZI 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS &LACURB 17�T I L700R 1IITA I L SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS MTL THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) d e. PER MANUF.. 1-1 I I —III— 11=1 i' =1 I I-1 111=1 I I I —I I M I I —III I —- 111-m `' MI 1I I I I-1 I I-1 I I- - n 1-I III I I d I I —III —I 1= v I 1=1 I _ III —III— m Q III I I II I I —III —III III— ' 11=1I1=1II—II1=1I1-1''- MONOLITHIC GLEAN COMPACTED III =I I = I I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS at EXTERIOR OUT5AING 4 SOD POURED 51LL5 DETAIL PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. ( ) TH I GK1N117 E11,5 DETA I L 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) � I `r EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° I I = = 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. ' I 111=III=III=1 I 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED =1 1 I I I —III —III . I III-111— FILL ®q5% MONOLITHIC FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL PORCH/PATIO/LANAI PETAIL SCALE: NT5 y" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. .2 J-BOLTS 6" FROM EA. y END OF WALL AND 5PAGE ® 32" O.G. 2" L (6" MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN ® 5T1JD TOP 4 PLT. BOT. d ° g (2) #55 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARACGE STEP 1701NN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID o BADE ' III=III=III=111= z CHASE SLEEVE TO BE � � �—III—III III —III —I o '�I,illlllllllllll GLEAN COMPACTED I 1 11111111 FILL ® q5% STANDARD DENSITY GH SE DETAr I L 8 SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) _—III—I 1 TWICE THE DIAMETER OF =1 I I —III I —I 11 PROTECTED PIPE MONOLITHIC FOUNDATION Wf TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS a seal: %%%, , �'• ' ii :,��' g2 •'•,etl No 00 do •,��.t� • , C 0 4" ON �; , © copyright : MULH�t�& UU 2.0a Strud in i I UL aCm Z_ J°C w w Z o CD rn Z w J a L Q � Z= Q� U 4 =E UJ � v m X a Q . o Z W �Y C) � y o M A LU Co N = CM M IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 `] -18-21 REVISIONS: date: initial: d 0 Q o N Z lit Ld a W O w j LLJ J Q 2 4 0v J Iq Y l-- J J LL sheet: SCALE: NTS SDP, 1