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FILLED CELLS (SEE PLAN) GONG, OR PAVER DRIVEWAY 16"x8" THICKEN EDGE W/ (2) #5 GONT. 8" GMU BLOCK 411 6ARA6E I TOP VIEW @ CORNER F - 6ARA6E WALL BEYOND i THICKENED EDGE @ 6ARA6E DOOR DETAIL W&M MS 6" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zX c0 O 6RADE C) �—I III I m #5 DOWEL W/ 6" HOOK AT _ Ell 1I=11I-1' ALL VERT. WALL REINF. III=� I 111=III = I1I I l I ' (5EE PLANS FOR LOCATION) l �=III—Ill-11I—I - CLEAN GOHPAGTED I FILL @ 15% I'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCGUR5 DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ 0 #5 BARS G,4R�GE CURB DETAIL 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zX a� O 6RADE e R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d .. d _ a I—III—III=11 1=1 I I —I I I —I 11- =III- III-= 1) #5 DOWEL W/ 6" HOOK AT - _=III -_I ALL VERT. WALL REINF. 11 1 11 I I=111=111 I I (SEE PLANS FOR LOCATION) —1 I I III —I � I —III- GLEAN COMPACTED III= L-1 i FILL ® q5/6,/7 MONOLITHIC FOUNDATION MIN STANDARD DENSITY I N. W (2) #5 GONT. ON GHAIR5 WHERE 21'D STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS I"OOTING SECTION IN/ BLOCK DETAIL acme: N% 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (5EE PLAN5) a .° .d ° d � I —III —III —I I i �a :.e III —III —I —I 1—T =1 11=l I I= � =11 I N1_11 =—I1 11=1 11-111- —III=1-� III —I I 1_I 1-11111- ' I=1 m III I f d - I I —III —III- ,111=111- "'-"' -� MONOLITHIC CLEAN GOMPAGTEO l 1 III _ I=1 i FOUNDATION W/ (2) #5 FILL ® 15% STANDARD 1'-011 GONT, ON CHAIRS DENSITY AND TERMITE 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 ATIO/PORCH/LANAI SLAB [(5EE PLAN) I'- 8"x8" THICKENED III, IILI i 111� 1 ,� -=11 SLAB W/ (1) #5 GONT. �THICKENEV EDGE DETAIL 3: 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 FLAW EXP JOINT 4— v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) ° I —III —III —I I a a � I —III —III —IC III —II —ICI— I II�— mgIIII� —i mil) #5 DOWEL W/ 6" HOOK AT —1- ALL VERT. WALL REINF. ' 1=111=111=1 III= (SEE PLANS FOR LOGATIOW GLEAN COMPACTED III-111— FILL ® 15% MONOLITHIC FOUNDATION STANDARD DENSITY I _011 W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR 1NALL @ PORCH/FATIO/LANAI DETAIL W:M: WS )12" GYP. BD. EA. SIDE OF 2x4'5 0 16" O.G. Y2" J-BOLTS (9" FROM EA, END OF WALL AND SPACE @ 32" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN 0 STUD TOP $ PLT. BOT. C) °d (2) #5'5 GONT. 3" MIN. CLEAR S S UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. &ARA6E STEP DOWN DETAIL x&: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z_ccX L cSJ m BADE I-111-117111; z ;III=11 a a' III —I II —III R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) —III—= _ — PVC, CHASE SLEEVE TO BE —III—III III—III=1 TWIGE THE DIAMETER OF ' I Ill I I-1 I I III-1—III III —III —III- —III- I' PROTECTED PIPE GLEAN COMPACTED FILL o q5/0,/, 1 MONOLITHIC FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 CONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS GH�SMDET I L 8 5cA seal: NO 8 s 7• f • � dr t p r p qp pep�B � p pp d1 F �I d s 0 •° � © cop�ir(� KUe �® dBtf t a e 6re�Fg� nc. `i. CD z ti z WWI Ec- w \� Z o i Z Z Q w D J L a Z Q c� t— . U d Q LU coo 3: ;. �� QCD Z o W CA Lh W c cr) C. M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 05- `I 9-20 REVISIONS: date: initial: d Q 0 8" GMU BLOCK ,-.1 IL■1 BEYOND R4.1 R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS co MTL. THRESHOLD -PER BUILDER LL I� SET IN SEALANT HOUSE SLAB y "�Px6" LoN6 W n Z PRESSURE (SEE PLAN) SIMPSON TITEN HD ^1 �--+ PORGH/PATIO/LANAI SGREW5 a 4'-0" O.G. I TREATED BOTTOM " MAX FROM �---1 O Q.., SLAB OR AND 12PAVERS PLATE END 12 WALL (5EE PLAN5) I ° PER MANUF. ° I I 1=1 I 11=1 1= °° a - - _ ° ll Z) III_I III II a.. a II=1II—III=III I- ''—III—III—III—III—I — — ° - I—_—_ -1 1= `'=1 1I III=1 I I=1 I I- - n III=1 I=1—III III=1=1 I I=1 I III —III —III ,III �" J =1 m III 11=1 11=1 I I= fu MONOLITHIC I-11= ' III I I —I I I—III=III III= ' I'-4" Q 11=111=111-111—I 11-1 � �- GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL 0 q5% STANDARD I'-O" CONT. ON CHAIRS ' -1 (� DENSITY AND TERMITE TREATED MIN. O O J z WHERE 2NI�-+-�D STORY WALL UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND LL rJ OCCURS DIRECTLY ABOVE THE ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A 8" GMU WALL SHOWN, FT6. SHALL CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE BE 1'-4" WIDE W (2) #5 BARS WILL BE SPECIFICALLY NOTED ON PLAN. sheet: a EXTERIOR OUT5W I NG 4 56D POURED 5 I LL5 DETAIL � ® 1 NT. BEA11I NG 11A11 POOT I NG DETAIL scALI: tars sc�t.e= rtTs SDml