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6W FILLED CELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %'" FURR STRIPS 411 GARAGE � -PER BUILDER \ / (1) #5 VERT. FROM FTC. TO TO I-p Y I �/ I,�I 1 BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) @CORNER 30" GROUT CELL SOLID GONG. OR PAVER 6ARA6E WALL d - _-- DRIVEWAY BEYOND - - III -III -III -III —I 0 6RADE _ ,d I Ed I I=1 I I=III=I I I. -III—III— I III . I I—III=III—I GARAGE SLAB - =1 11=1 I I I —III I —I 11=1 I I —I 11- m l 411 (SEE PLAN) L ' '-I I m l l l III1I- 4 / d Iaz rt i I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6 ARA&E DOOR DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FTC. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL X Z_ cc L c� O GRADE =II��111=� I MI o z �I III-= I=1 m 8" WIDE GONT. GONG. GURB N W GARAGE SLAB jF(5EE PLAN) ° d d < d III —III III —III —III I —III —III ` dI- dI=-(1) #5 DOWEL W/ 6" HOOK AT =III=1 ALL VERT. WALL REINF. i i i-i III i i I (SEE PLANS FOR LOCATION) GLEAN COMPACTED—' FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY I IN (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 13AR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS t G� t6l CUR11 DETAIL. 7 SCALE: NT5 -d . I I I=i_11=�1) #5 DOWEL W/ 6" HOOK AT II -_-III—I I ALL VERT. WALL REINF. 11 I I I-III=III I I (SEE PLANS FOR LOCATION) -1II IIIIIIIIII� III- GLEAN COMPACTED FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: WS 8" GMU BLOGK- BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) d e d I IIII-�—II11:_I f4— III I I; R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC 71 GLEAN COMPACTED III- FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 e: Nr5 ENTRY DOOR DETA I L 6 SGAL L(SATIO/PORGH/LANAI SLAB EE PLAN) 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MS 6" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) 1.—°I Q% `r EXP JOINT � v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a. ad d a d �—III—I I —I I I —III ed _ - —I 11—III—I III —III —III - I MI I rIII = I =III1 = d" 11 = -1) #5 DOWEL W/ 6" HOOK AT III=III-III=IIII II I II I I ALL VERT. WALL REINF. _� I III-III=III .I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL o q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-15TORY: 1'4' WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WIS Y2" GYP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) W-W, STUD PLATE TIES PER PT BOT. PLAN o STUD TOP $ PLT. BOT. °e 4A- A, a e O vd. . d.. . G. (2) #5'S GONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTORS 50GH A5 STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: ors 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z_Q L x dJ RADE 111-I I I-111-111- z- PVG CHASE SLEEVE TO BE _ III=III=1 TWIGE THE DIAMETER OF O 1 � III—III =- � =—III—� I 11=1 I I I -III' �OTEGTED PIPE 11=III III—III=III- ' GLEAN COMPACTED " I 1—I=1 11.-11 i FILL o q5% 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 8 GH�SE DET�41 L 5GN.E: xrs R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: t\,i�Ellltrl�ll G. ,FR/<fi`�� 1 ' No 77824 STATE OF tFj mo d. . A •FtOR10P • �� © copyright �h W+ :A, Strucfu4 engineering, Inc. CD Z J� w w Z_ C7 r— Z w a J z= A cn � T m i a > . J< Z W Y � o y m _ W Cn a C M M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 07-02-2 `I REVISIONS: date: initial: 1 0 8 GMU BLOCK T "j BEYOND R4.1 FI-FOIL OR EQUAL ~ LL EXTERIOR DOOR OVER %" FURR STRIPS MTL. THRESHOLD -PER BUILDER Uj SET IN SEALANT HOUSE SLAB (SEE PLAN) w Q Z PORGH/PATIO/LANAI L.--•I SLAB OR PAVERS I•--.1 O a a (SEE PLANS) W PER MANUF.I—III—O-+ < ° III —III —III— I I=1 �' '=1 11=1 I 1= c 1=1 I I I II —III —III —III- ' _ � 'd ' I —I m III I I d. I I=1 11=1 11= m y IIIII�I II II __III �IIIII; III —III —III III—_ Q W U II—III=III=III=III—''' MONOLITHIC � � � GLEAN COMPACTED 1 I I =1 I �= I I' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE O 0 Z w/ (2) #5 BARS � IL J J I -STORY: 1'-0" WIDE W/ (2) #5 BARS sheet: q EXTERIOR OUTSW I NG $ 56D POURED 51 LL5 DETAIL SCALE: wry SDo4l v