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...8lillfe. r� FILLED GELL5 (SEE PLAN) 8" GMU BLOCK 4" GARAGE w. (I) #5 VERT. FROM FT6. TO " TOP VVi BOND BEAM. LAP W FOUNDATION DOWEL MIN. @CORNER 50" GROUT CELL SOLID F —1 GONG. OR PAVER GARAGE WALL a . DRIVEWAY BEYOND C73 0 6RADE A4. I I —III —I 5LAB - ' =1 I I —III III —I I I a I —III —I 11= m 4 /—(56ARACE EE PLAN)III—III— I r a° ° d . —III—III—I I I6"x8" THICKEN. ED6E W/ (2) #5 GONT. THICKENED F.DGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LIE z< d) O GRADE ' 11�1—I�I-� C) III-- --' 1=1 m R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —III —III I —III (5EE PLANS FOR LOCATION) GLEAN COMPACTED I„ II II I II I II l 11 l 11 i it l 1= FILL ® q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2i�2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 SOOTING 5ECT I ON W/ BLOCK DETAIL SCALE: NITS 8" WIDE GONT. GONG. CURB 8" GMU BLOGK— BEYOND EXTERIOR DOOR w GARAGE 5LAB MTL. THRESHOLD QIF (5EE PLAN) SET IN SEALANT > d d I I —I d I —III I I I —III I I —III PAVER5 (5EE PLANS) d d ° I —I I —I = I=1ILE —III I- I= I III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —I II III —III = II I III I I' (5EE PLAN5 FOR LOGATION) 11=III—III—III—I _ GLEAN COMPACTED FILL @ q5% WI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GR GE CURB DETA I L SCALE: NTS 8" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL THRE5HOLD 5ET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVER5 (5EE PLAN5) d J v m GLEAN COMPACTED` R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) I _ LU U mLU MONOLITHIC FOUNDATION W/ (2) #5 FILL ® q5% 5TANDARD LWI PTH L GONT. ON GHAIR5 DEN51 TY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 r(—,,=-� EXTERIOR OUTSWING I$ 56D POURED 51LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) ° d ° d III —III —I � I- III —III —III —I _ i- _`'I- m III I I d .. I I —III —III- - I1=1 1=1I 1=1I1=1I1—'''- MONOLITHIC GLEAN COMPACTED 1 11 I 1—III= I I' FOUNDATION W/ (2) #5 FILL ® q5% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE IN (2) #5 BAR5 ENTRY DOOR DETAIL 6 SCALE: NTS 3Y2" GONG. 51 "Q w/ WWF OR FIBERME5H Rf OVER 6 MIL. VAPOR BARR THICKENED 5LA5 @ RECE55 DETAIL 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. PATIO/PORGH/LANAI 5LAB (5EE PLAN) THICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) z I EXP JOINT v R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) ° I III —I °° —III—III—I I- ' 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —III —III —I I III= (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED -� I„ II I —III —III I I III-111— FILL ®q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND 5PAGE 0 52" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER PT BOT. PLAN 0 5TUD TOP 8 PLT. BOT. d .. ° d ° a ° d O a. Q. (2) #5'5 GONT. W/ 8" 8" 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT 5UBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE 5TEP DOWN DETAIL SCALE: NTS 8" CMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID cz_ c<c L L e� O BADE III=1 I I=1 I I=1 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) PVG GHA5E 5LEEVE TO BE � 'I. ICI —ICI III ICI —I I �—III—III = III —I I TWIGE THE DIAMETER OF ' I I III III —I 11=1 I I I =1 I I PROTECTED PIPE GLEAN COMPACTED 1(— FILL @ 95% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 (D=�,H�l DETAIL For. . . . . . . . seal%GIs ��ENs� •� :• •�•. i • No 77824 ..* - .. %�'• ST TE OF .� .A�.•• 4 O P SN 'V �9 sd�dliii;aa=•ee © copyright: MULHERCP� J %021 Structura eer g, tc. lip Z J� w w Z o C-0 rn CC w a J � F— V d c. W f- � w cn J OD X JZ M cc OD W c6ca o coo y M L6 W p N co Q IV M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 09-1 3-21 REVISIONS: date: initial: sheet: 4 Ca O UJ � Q z 0 a a d Q jij fn CL z J J SDm 1 SCALE: NTS SCALE: NTS