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FILLED CELLS (SEE PLAN) vr�r<HVC %7 r NW I '%I am I . F GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (SEE PLAN) 16"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE @ &ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID cz X -- L O 6RADE lfllllll�ll O a IIMI II—III- J. a a I=1II—III= III—III-1 =II= =III— I I I IU #5 DOWEL W/ 6" HOOK AT —_ a _=III —I I ALL VERT. WALL REINF. l I I I I —III —III I --I 11- (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® 95% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS POOTI NG 5EGTI ON W/ BLOGK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. GURB BEYOND OVER 3/4" FURR STRIPS (I) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL —��, GARAGE SLAB MTL. THRESHOLD (SEE PLAN) MIN. 30" GROUT DELL } (SEE PLAN) SET IN SEALANT SOLID PAVERS z Q a d (SEE PLANS) v .. .d. .a a a d a d III —III III III o GRADE III —III III —III —I I' a III —III —III —III d III —III —I!' III- [r IHE I I I I M I I=1 I I —I I I—' ' '-III=III= I=11 —III —III I e 111=111=1 I I —I I I—' 111=1 I` ° a I M 11=1 11Ed I I- o z —III-_`' I=1 1I I 11=1I I —III - '—I 11=1—a 11=1 —III-_`'—I I a 11=1 I I —I 11=1 I I- 1H.I I_I=1I 1-1I I- -� I —I m i l l I — I I=111- —I m I I I 1 I`. d I I —I 11=1 I I- I=1 I _ 1 I I =_ 1) #5 DOWEL W/ 6" HOOK AT I_1—II— III —III— ALL VERT. WALL REINF. III=I �-1 I 1 1I—lIII—III—I 1=III--1 I I-II—I' �li (SEE PLANS FOR LOCATION) III II I II I I I 11 111-11 1 11-111 _I 1(I I I1=1 I MONOLITHIG GLEAN COMPACTED i GLEAN GOMPAGTED I— FOUNDATION W/ (2) #5 FILL @ c15% WI TH MONOLITHIC FOUNDATION FILL ®1'15% STANDARD GONT. ON GHAIRS WI TH STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE 2-5TORY: 1'-4" WIDE TREATED Lf2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS 5 ISARA&E CURB DETAIL SCALE: NTS 6 ENTRY DOOR DET I L SCALE: NTS 8" GMU BLOCK----._ BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ a PER MANUF.. d III —I I I I —I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III=III III _ 1—I m III I I I MI 11=1 I I- m y I I I I I III=III—III I I II; _ MONOLITHIC II,;,I I IllilII1=1III�,I ((- GLEAN COMPACTED III— FOUNDATION W/ (2) #5 FILL @ 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BARS 6 EXTERIOR OUTSWING 4 56D POURED 51LL5 DETAIL PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) r I `r EXP JOINT j m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) —III—I I —I I I III= -11 I —III —I 71 IA III —III —III- 1:: a II=1II—III d 1) #5 DOWEL W/ (9" HOOK AT III —III- ALL VERT. WALL REINF. ' I III —III 111= 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED III -III— FILL a 95% MONOLITHIG FOUNDATION STANDARD DENSITY HIP,TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: 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" 6YP. BD. EA. 51DE OF 2x4'S ® 16" O.G. y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN 0 STUD TOP $ PLT. BOT. 4 a a (2) #5'5 GONT. W/ 3" MIN. CLEAR UPLIFT CONNECTORS 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. C67ARA6E 5TEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID zX f O BADE III=1I1=1II=III_ III II z —I I I= — PVC CHASE SLEEVE TO BE ' �=III=1 I I III=1�1�—'— o 'II,lllllllllllll GLEAN COMPACTED I"' 1111111 FILL 0 G5 STANDARD DENSITY SCALE: NTS R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) TWICE THE DIAMETER OF =1I I —III I =1 I I PROTECTED PIPE IIIIIIIIIillll= ' MONOLITHIC FOUNDATION WI 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 P 11, JqF 4� {9`gaa seal; P No 77824 ° ^^� a p °y cv 3� STA*E OF MI - copyright_" © : MUCIIEfit'� Structural Engineering, Inc. CD Z LU W W Z IkeCO O Z w J Q 5 CD Z = `� Q U d- Q c F— U � a� S ZT 0° E e z a • o ....� Lu CP m y W �h C N s M&K project number: 068.200 1 1 project mgr: ,,J S B drawn by: BC issue date: 09-10-2 `l REVISIONS: date: initial: J d W Q Z 0 d z a 0 sheet: Cz Cz a SDm I SCALE: NTS