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FILLED CELLS 16"x8" THICKEN EDGE W/ (2) #5 :_3 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL w GARAGE SLAB MIN. 30" GROUT DELL } (SEE PLAN) SOLID L d III —III —III —III 0 6RADE III —III III-111 I I' ,F�1111'I I I —III ImI I . - � '-1 I I=1 11= ° I I I=1ii=-(I) #5 DOWEL W/ 6" HOOK AT _ II — I I=III=I' ALL VERT. WALL REINF. III=� III=III = III I I 1(SEE PLANS FOR LOCATION) 1=1II—III—III—I - GLEAN COMPACTED FILL ® q5% WI TH 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 BAR-5 G�R�GE CURB DETAIL SCALE: NTS 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) —� R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PER MANUF.. —I 11=1 I 11=1I 1= . =1 I MI I I-_ cx IIII—III=1 I I= , '—III—I -� III-1 I a a° I—III—III=1 I I- ' —I I —I m III I I d.—III=1 11= L 1=1 — III —I 11= m w W III I I III —III —III III— ' —I I 1=111-111=I I 1-1 MONOLITHIC GLEAN COMPACTED " I III =11 �= I I' FOUNDATION W/ (2) #5 FILL ® q5% 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 a, EXTERIOR OUTSW I N6 I$ 56D POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z< L Y a� (3GRADE 1�1=1�1=c�1 '-111111�1�11 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) ° ° III —ICI —ICI I MI I MI I I —I I I- II —III —III —III— Iilllll�lllll�lllll- 1 I_=I 11— e III I �1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 III=1 I=III _� I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED 11, ;; 1111 FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH N1(2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ro,POOTIN& 5ECT1 ON !N/ BLOCK DETAIL SCALE: NTS 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 (SEE PLANS) o d III —III —III —III a � III—III=III—II1=11' =1 11=1 1 1= 1=1 I g I I —I 11=1 I I —I 11—' °I- 1=1 I III —I I-1=1 1I- ' II III I =1=—I=II—II—II I —II ' '— MONOLITHIC GLEAN COMPACTED =I I �_ 11' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETAIL 6 WALE: NTS 3 Y2" GONG. ZA ^ a w/ WWF OR FIBERME5H RI OVER 6 MIL. VAPOR BARB THICKENED 5LA5 @ RECE55 DETAIL 0 PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 CONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" 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) kzf `r EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d d - e � I —III —III —I 4 a I=1I1=1II—II1-1I i'- 1=1 (1) #5 DOWEL W/ 6" HOOK AT _ III —III- ALL VERT. WALL REINF. III=1 I I —I 11=1 I III- (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED -� I„ 11 I I —III —III . FILL a q5% III- I I— 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 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 52" O.G. 2" W' MIN. EMBED) STUD PLATE TIES PER 5 PT BOT. PLAN ® STUD TOP 8 PLT. BOT. Q ° ° � a d , G (2) #5'5 GONT. W/ —/ „ „ 3" MIN. CLEAR 8 8 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 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 4 GARAGE 5TEP DOWN DETAIL SCALE NTS 8" GMU BLOCK FR E30ND BEAM. LAP W FOUNDATION DONEL MIN. 1" 5ROUIT CELL SOLID �s .� 6.'•r R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: �. e e° `k ° No 7 �* T © copyright : MULI 20 1 Structural Engm In 9nc.CD M z JC= W W Z c Z r- w a _' Z= Q� C) O. Q3 W � = j =� mE a Q. a) o Z o W Y 0 0 to y m6 W C N C■ CY) M M&K project number: 068-2001 T project mgr: JSB drawn by: DJ R issue date: 1 2-1 5-2 `I REVISIONS: date: initial: ' I — III —III III —III —I PVG GHA5E SLEEVE TO BE e TWIGE THE DIAMETER OF �I I III —I I1=1I I I =1I I PROTEGTED PIPE � II -III III=III-III- ' GLEAN COMPACTED III=1 I L-I FILL @ q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS E DET� I LD�A : NTS sheet: SDm I SCALE: NTS SCALE: NTS