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ll FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY-- i I6"x8" THICKEN ED6E W/ (2) #5 GONT. 8" GMU BLOCK 4" 6ARA6E " TOP VIEW @CORNER 0 f -GARAGE WALL BEYOND GARAGE SLAB ft (SEE PLAN) e I� THICKENED EDGE 6ARA6E DOOR DETAIL WALE: WS 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OL11 zx a3 O GRADE 1 I I==(U #5 DOWEL W/ 6" HOOK AT __ I I -° I I -I I FT ALL VERT. WALL REINF. III I III=III = IIII I' (SEE PLANS FOR LOCATION) - GLEAN COMPACTED FILL ® 15% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS &ARA&E CURB DETAIL SCALE: Nr5 8" GMU BLOGK---_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ PER MANUF. . d. � 8 IIIIII IIIII� III R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1= I=1 �; I m l l l I I I —III —III_ LU III —I I 11, m w 1=1 ' � II I I I III —I 11=1 I I III—_ ' 11=III=III—III=III—''' MONOLITHIC GLEAN COMPACTED III = I �_ I I' FOUNDATION W/ (2) #5 FILL ® 515% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUT5,NIN6 4 56D POURED 51LL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID Z X 7- x O GRADE 1IMl1-1 O r'n I R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d .. d °rP1=1 ad° (1) #5 DOWEL W/ 6" HOOK AT II- _=III -I I ALL VERT. WALL REINF. ' 11 I I III=III=II' _ I _� I (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I ;III 111111111111 i 11 l I- FILL ® G5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR POOR::::� -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) ° - III=III=III=I d I I El I I —I 11=1 I=1 I I I I I1 I lEE 1 5E 11- '—III=1 � III —I I e I—III—III—� I I- -I m III I I I —I 11=1 I I- 71III III III III" 'I''"� MONOLITHIC GLEAN COMPACTED "' III =11 �_ I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET I L 6 SCALE: Nr5 Y2"(Px6" LONG PRESSURE 51MP5ON TITEN HD TREATED BOTTOM AND ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL a ° e ° d ° u a s ° =1 I I—III-1 11=1 I I=1 UPLIFT GONNEGTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. NT. BEARING WALL SOOTING DETAIL PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) e �i EXP JOINT I m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a 1=_III_I ° I-11174 41 °' — III=III—I a III—III_III- F9 I I —I I I=1 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=III=I I=1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I I I —III —III ,. I III -III- MONOLITHIC FOUNDATION FILL ® G5% STANDARD DENSITY WI TH 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 DETAIL SCALE: NTS Y" GYP. BD. EA. SIDE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. ►' END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) �-Q, STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP 4 PLT. BOT. e- a- d e 4 .1 ad d 6 d . (2) #5'5 GONT. W/ a.. a.. 3" MIN. CLEAR UPLIFT GONNEGTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z< aZ O BADE ,III=III=III=III= 11_I=11 _ PVG CHASE SLEEVE TO BE o 'Il,illllllllll 11 GLEAN GOMPAGTED I I"' I I I 11111 FILL ® 15% STANDARD DENSITY GH�SE DET�r I L 8 SCALE: Nrs R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) II I II I 611 L, I I� I ° II-111—III-111= ° _-III=1 I • TWICE THE DIAMETER OF III=111 � -� I I PROTECTED PIPE 1111111 i 1111= ' MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS seal ��,�� • . NSF G' 11�1% 4 o' — i�x= TA : +Z Z F •U., O10 0 SS' ON P` % © copyright : MULHEf�I LPg I 2�L1 Structur nc. ee g, o Z_ = m w w z_ c CD z w J a � CID Q Z L3 A O. oc Wcn � m E Q JF— > 1 Q o 9 Z W p o Y CF CF o ccrQ� y M Ih W c: C N M M 19F M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 1 `I - l 8-2 `I REVISIONS: date: initial: sheet: Cz Cz rid SCALE: NTS SCALE: NTS SDslol