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16"x8" THIGKENI EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL. SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID • X z c0 O _ GRADE —I 1=111- tY I I —I — 1-1 m 8" WIDE GONT. GONG. GURB 6ARA6E SLAB F(5EE PLAN) III —III III 111EIII—I I M III—IIMIII-1 11- 1=1I11=1IM 1I- III-1I1-1II- I #5 DOWEL W/ 6" HOOK AT _ II MITI-1' ALL VERT. WALL REINF. III=1 III=III= III I I (SEE PLANS FOR LOCATION) 1 �—III—III-111=I - GLEAN COMPACTED' FILL ® 95% 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 BARS (D�Lft&E011;111 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID a :111=1 (z 0_3 6RADE I I—I11= a°11=_I III —III —III— `' I I I `. 11 MI I M'=11I m—III_ R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ' =III— a 11I — 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I l I 1 I I—III=III _� 11 (SEE PLANS FOR LOCATION) ; I I I GLEAN COMPACTED I II i i —III..-1i FILL ® G5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRE5HOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (5EE PLANS) a a < ° IIIA10II—I I—_ — - III—IIMIII—III Ti —III—III- � I —III P III—III=1 I I —I � 1— '—III ,1 III —I I I —III —III —I I- -I 11= 4�11111 171 ° a 111EIII—I I I- ' 1=1 m III, -III- ' GLEAN COMPACTED " III —I I=Ili 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 BAR5 ENTRY DOOR DETAIL 6 SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB 3Y2" GONG. SLAB (SEE PLAN) w/ WWF OR PORGH/PATIO/LANAI T FIBERME511 REINF. LU SLAB OR PAVERS OVER 6 MIL. (SEE PLANS) VAPOR BARRIER > PER MANUF. —I I I=1 I I M 11= I I a _ III —III- tY I —III a IIMIII—III— P —I 11EIIII—III—I I I_ 1 11-1 ' . 111-1 III —I I '—I I I_ I I I1=1I e ° a ° 11 MI I MI I- I I � ° a� ea d° —I I I m III I I . `.° 1 1=1I11=1 III —I 11= _ �, I , v m III —III z I I 1 I—III—III=1I(—III-1 —III —III III— i - MONOLITHIC cn GLEAN COMPACTED III —1 I �= I �' FOUNDATION W/ (2) #5 8" S" (2) #5'5 GONT. FILL ® G5% STANDARD WI TH 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 EXTERIOR OUT5WI NG 4 5GD POURED SILLS DETAIL TH I GKENED 5LAB @ RE0E55 DETAIL I I SCALE: WS SCALE: NT5 r(SATIO1PORGH/LANAI SLAB EE PLAN) 8"x8" THIGKENED — SLAB W/ (1) #5 GONT. &:Hl��ENEII EDGE DETAIL 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT GELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) � � I `r I EXP JOINT — v m d 4" rill ll R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ` 11=1 I15-9H ` (I) #5 DOWEL W/ 6" HOOK AT III=III= ALL VERT. WALL REINF. ' I III-1 1=III—I I III= (SEE PLAN5 FOR LOCATION) GLEAN COMPACTED 1 11 11111111 111 FILL ® c15% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAI R5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" 6YP. BO. EA. SIDE OF 2x45 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" L (6" MIN. EMBED) LU—�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. a.. ° e a 4 e � e d 4 A I 0 e as d (2) #5'5 GONT. W/ --� „ 11 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 505JEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z•X Y� co m RADE ' III=III=III=III- z PVC CHASE SLEEVE TO BE � ' �=III=1 I I III=111=I TWIGE THE DIAMETER OF ' ' I I III I I —III —III I —III �oTEGTED PIPE GLEAN COMPACTED FILL ® 95% III. MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 DETA I L 8 SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ," II IIE�' I E61 III-III- set'®�'' _ N�; >�• N° o © capmght`MULAW®` 16 2021 Structural E1V11eLMtng, Inc. Z JLU w w 09 c� Z w L J oac .a Z= A C = et J� Qo Z 2 o �W CP p y m0 ccQ� �h Y.1 G N OC ch o. IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-1 5-21 REVISIONS: date: initial: sheet: d O a 0 LL JLd � C] z 0 x d a Q W U J .1 u) O.. z J J Dm 1