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U FILLED GELL5 (SEE PLAN) GONG. OR PAVER DRIVEWAY-, I6"x8" THICKEN EDGE W/ (2) #5 GONT. 6" GMU BLOCK 41 6ARA6E TOP VIEW @CORNER F GARAGE WALL BEYOND 6ARA6E SLAB 411(5EE PLAN) 4..e d ° d d .. I I —I 117 1 11 THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID z< a� O GRADE #5 DOWEL W/ b" HOOK AT ALL VERT. WALL REINF. l l l=1 III=1II = IIIi I' (5EE PLANS FOR LOCATION) I I„ 1111=I I II I II I_I1 �,1 - GLEAN COMPACTED I 1I— FILL ®q5;K W1 PTH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS S�!tCURSDETAIL 8" GMU BLOCK---, BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PER MAWF. _Ill-1 I I I-1 I l III —III I I I_ I I_I '—III—I � III —I I I—III=III—I � I- -1 11= `' I-1 1A_ ° III —III — III- _ ' IE 1 m I I I I1111 IT I_I I I_I I I III__ =1 I 1=III—III—I I 1-11' MONOLITHIG GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® 95% 5TANDARD Wl GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS n EXTERIOR OUT5AI NG 4 5GD POURED SILLS DETAIL 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z_ (O O GRADE -1 11=1 I I— =1IMII- Q ' _,Illiln R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d .. a e I I I —I 11-111 ° I I —I I I —I I I —I I I- I El I I I � I I I ittl I I-= (1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED ,,III 1 I I I I I I I I I I I FILL ® 95% MONOLITHIC FOUNDATION 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 FOOTING SECTION W/ BLOCK DETAIL SCALE: WM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) ° e d I � I —I � I—Ill=11 _ e 1l1-111—I1I-1�1� III III—II1-1II-1�1— ' 1I—� 1I—I1 MlII—II1—II- -I I- ►=1 m III i I d I —I I El I I- 11- i111= 1111, 111 , 1 I1=1—.,— -i 1'- MONOLITHIC GLEAN GOMPACTED ' " 1 I I =111= I FOUNDATION W/ (2) #5 FILL ®95% 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 BARS E NTDOOR DETAIL ALE: NTS 3 Y " GONG. SLAB w/ WWF OR FIBERME5H REINF. OVER b MIL. VAPOR BARRIER A. a e ° e e 4" 8" all WIDTH PER ARGH C m �- - (2) #5'5 GONT SLAB RECESS AT SHOWER ATIO/PORGH/LANAI SLAB (5EE PLAN) .A" a e l iLI —1 I I=1 I I=1 11=1 11- 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) �t z I EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER %"' FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d 4- 4. ! d . ° I ° III —III —I � I=1 a' e. II —III —III —I' ° I I=1Ti-�iiL(I) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. '-U. III=1 11=1 11=1 I I 11- (5EE PLANS FOR LOCATION) GLEAN GOMPACTED I 111I I 111I 111 1 1, .11 FILL ® Q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 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: WS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK II 1 SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOWN HERE DRILL 6 INTO EX15T6 I� SLAB, EPDXY I$ DRIVE I J #5 DOWEL, PROVIDE MIN. I - 30" LAP SPLICE I ( I mo N I I z a GRADE -1I I —I I —I I —I I "A II l o -111-1 I I-1 11=111 a 111=111=1I1 a e 111= = III —III —III a i—� I-III=III d a III= #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL Y2" GYP. BD. EA. 51DE OF 2x45 e 16" O.G. Y2" J-BOLTS b" FROM EA. ►' END OF WALL AND SPACE ® 3211 O.G. 2" (b" MIN. EMBED) �' STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP 4 PLT. BOT. d.. e.e a e°.' e dl°e. .d ° e. d.. . .. ° A. i° d (2) #5'5 GONT. W/ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID cz_cdc L L (z o , I IRADI 11=1 11=1 11= —I AN- '—I = PVG CHASE SLEEVE TO BE ' 1=1 11 o 'Il,illlllll111 II GLEAN COMPACTED I I-; , I I I I I 1 I FILL ® 95:K STANDARD DENSITY CHASE DETAIL S SCALE: WS R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) TWICE THE DIAMETER OF III=III I =III PROTECTED PIPE =1 I I I I l I i 1111- '- 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 seal;.` O * C. s C C © copyright : truct 9 4 q�iy p. Struct gl a g, oz z w w z z w aa- JLZ Z= CD U 4 = cc �ei o w C/7 j 3: >. Ja Z �o W co CP p o y m � LY N OC ch a M&K project number: 068-2001 1 project mgr: ,,J S B drawn by: DJ R issue date: 01.. `j 7-22 REVISIONS: date: initial: Q -� I,Lj L�. d W D 0 ui z Z LLJ o. O � � j— UJJ Q z 3: F— O � OY z J J LL sheet: SCALE: WS d T SCALE: WS M 155ED DOWEL RETRO1 IT DETAIL SCALE: NITS SIM. ® GMU STEM FOR DROPPED 6RADE SDw I