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i°� .a .'°•° � I I=III=III=1 l i I6"x8" THICKEN EDGE W/ (2) #5 CONT. THICKENED EDGE @ 6ARA 6E DOOR DETAIL saw"e: N% 8" GMU BLOCK 6" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL 6ARA6E SLAB MIN. 30" 6ROUT CELL > (5EE PLAW SOLID - � ...a ' . a' . • ;. III—III-1 � 1=1 � 1— ,,Z� GRADE III —I I —I I 1=1 I —I •'—III—I —� III —I I ' � ° � ° °. I=1 I I —III —I I I- o 11 II- I=1 m III I I— I I=III_ 4. III li (I) #5 001AEL W/ b" HOOK AT I=III=I (EE VERT. NALL REINF. PLANS FOR OGATIOW GLEAN COMPACTED—' • ' " I =1 11= �' ' FILL o 95% 1'-p" MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BARS GA %6E CURB DETA.I L � sc,�.e: r�rs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE FLAW PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) PER MANUF.. '. -11 M I I 1=1 11= �' '—III—III l)/ I 1 —III e. 111-1 I I —III —III I I=1 11—III-1 I_ ' '—III_I III —I I I MITI —III —I I I 1—I I III-111=11 I I=1 m 11 I I I I —I I I —I I IF -: Ill-if111 � I—III—III—f 1=1 I I=III—_i11=_III—I �- MONOLITHIC III-1 I I —Ili FOUNDATION W/ (2) #5 GLEAN COMPACTED GONT. ON CHAIRS FILL o 115% STANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS c EXTERIOR OUTSAI NG 4 56D POURED SILLS DETAIL 8" GMU (1) #5 VERT. FROM FT&. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER V4" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE FLAW 0 6RADE I I 1=1 11=1 11=1 b m _ _ I I —I 11=_1LI=1LI , I— c l I I I —I I I —I I I —I 1 II - '. I —I 11=1 I I —I —I 15- I I ICI=1 � i—I 1 IT ° =1 11= =III— . III—= 1) #5 DOWEL W/ b" HOOK AT ALL VERT. WALL REINF. GLEAN COMPACTED I I I I I I I I I —III I I I- (SEE PLANS FOR LOCATION) III..-1 I MONOLITHIC FOUNDATION STANDARD DENSITY I�-oil W/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6' CMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS 1=00TING SECTION W/ BLOCK DETAIL ,EAU, NTS 8" CMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE FLAW PAVERS (5EE PLAN5) ° ° a. 'a III —I I —III —I I II III-= . �—,� =I I I=III=II1—I I I —I MONOLITHIC GLEAN GOMPAGTED " 111 =11 1- I l i FOUNDATION W/ (2) #5 FILL ® Q5% STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE I MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL b WAU: N% 8"x8" THICKENED — SLAB W/ (1) #5 GONT. ATIO/PORCH/LANAI SLAB (5EE PLAN) GRADE =T=I I=Ti=IT=I I=I THICKENED E06E DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" &ROUT GELL SOLID PORCH/FATIO/LANAI SLAB OR PAVERS (SEE PLAW EXP JOINT R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE FLAW d d ° ° • b•' I —III —I � I —I � I d I —III —III —I � I —I —III=1 I I —I I 1-1 �'— I I III —III —I I 1=1 -11 •' °. II=III=III=1' —III-1' I) #5 DOWEL W/ b" HOOK AT =I I I- ALL VERT. WALL REINF. ' I III=III=1 I I=1 I III; (5EE PLANS FOR LOGATIOW GLEAN COMPACTED -� I I I I 11 I I I-1I1= FILL ®95% MONOLITHIC FOUNDATION STANDARD DENSITY It -oil W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BARS EXTERIOR HALL @ PORCH/PATIO/LANAI DETAIL Ball RM Y2" GYP, BD. EA. 51DE OF 2x4'S o 16" O.G. Y2" J-BOLTS 6" FROM EA, END OF WALL AND SPACE o 32" O.G. 2" ((o" MIN. EMBED) w STUD PLATE TIES PER % PT BOT. PLAN o STUD TOP 4 PLT. BOT. •. .. ° . . °. d a d a• ' � _ b • •- a (2) #5'5 COW. W/ — „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS 5TUO PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SFECIFIGALLY NOTED ON PLAN. GARA 6E 571EP DOWN DETA I L W42: N% 8" GMU (1) #5 VERT. FROM FT6. TO — BONO BEAM. LAP W FOUNDATION DOWEL MIN. 30" &ROUT CELL 50LID _zccX L ciJ O RADE 117117711=II1- O GLEAN GOMPAGTEO FILL o 45'k R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) • d•' ° I � 11�—I--IIII6I I-P, 1 I a _ = PVC CHASE SLEEVE TO BE III—III=I TWICE THE DIAMETER OF =1 11=+ I I I I I I I I I PROTECTED PIPE STANDARD DENSITY I'-O" MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE rt/ (2) #5 BARS GHA�SE DETA� I L MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 seal, No 7-iLL4 sue, .{�••,� •0 � ` ®<� © copyright : MUIiQ Structural Engineering, Inc. az Z J= W D LU Z N c� \/ CD i Z W J a � Q Z c� A t an W cn 32 a m >, JZ M W p Y o y Nd o cc� IM �h C N CC M G. 110 project number; 068-200 1 1 project mgr. NJ M drawn by: KG K issue date: 05-26-20 REVISIONS: date: initial: sheet: d 0 0 J LL W � Q z 0 a H J 4 O U (L �d C� J J WAU, III SDm 1