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FILLED GELLS (5EE PLAN)L4 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL A �I OVER 3/4" FURR STRIPS Y GARAGE -PER BUILDER t:::: p \ / C (I) #5 VERT. FROM FT6. TO TO I- Y I L� BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) j� �GORNER 50" GROUT CELL 5OLID GONG. OR PAVER 6ARA6E WALL — Q DRIVEWAY BEYOND a 111=III=III=III=1 0 6RADE I I —III —III —III —I rill 6ARA6E 5LAB-JI l —11 (5EE PLAN)I III —I I —I 1- a d ° d .6 . -. F11.1 . 16'x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE GARA&E DOOR DETAIL SCALE: MIS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL cz_Q L o z 8" WIDE GONT. GONG. GURB N 6ARA6E 5LAB (5EE PLAN) > F °14 a III —I I—i a "' III —ICI —ICI I I I —I I I —I I I—_� I —I I I —I I I —I III .III-111- I 1=1 I — 111-1 fi-i) #5 DOWEL W/ 6" HOOK AT _ _ I I(—III-1 ALL VERT. WALL REINF. I — II I I —I I —Ni I II i I� I' (5EE PLAN5 FOR LOCATION) I —I I —I I —I - COMPACTED III —I I I= Ill - GLEAN FILL ® q5% WI TH MONOLITHIC FOUNDATION 0 STANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 'Li 2-STORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 (DkSC4RAGE CURB DETAIL 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD 5ET IN 5EALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN5) ----x CLEAN COMPACTED` FILL ® q5% STANDARD DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUTSWI NG 4 S&P POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) I-LU m� MONOLITHIC, FOUNDATION W/ (2) #5 GONT. ON GHAIR5 =III— ° . I I (li'='-(I) #5 DOVEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) -III Illlll��lli III- GLEAN COMPACTED FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS r-OOTING SECTION & BLOCK DETAIL SCALE: MI5 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD 5ET IN SEALANT PAVERS (5EE PLANS) GLEAN COMPACTED` FILL ® q5% STANDARD DENSITY AND TERMITE TREATED R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) e III —ill —I � I—� I I- ° a °III MI IIII;,III„ —ICI —ICI -_I I Ml I IF MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETAIL 6 SCALE: Mrs f-PATIO/PORGH/LANAI 5LA13 (5EE PLAN) a I- 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: Mrs 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OLID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) z d ' E—E . EXP JOINT v R4.1 FI-FOIL OR EQUAL OVER 9/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) ° . a ° a I —III —III ICI —ICI —ICI= ".I I=ITI_9HI) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11—I � I I I III= (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED I—II I—III , I FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: I -4 WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: Mrs Y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16' O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPAGE A 32" O.G. 2" (6" MIN. EMBED) w—a, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP d PLT. BOT. 1 A �a. d° • A. 41 a fa d . (2) #5'5 GONT. W/ 8" 8" 3" MIN. CLEAR UPLIFT GONNEGTORS SUGH A5 STUD PLATE TIES, HURRICANE GLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. ''1 GARAC?E STEP DOWN DETAIL SCALE: Mrs 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OLID z_Q dJ O BADE ' III=III=III=III= O GLEAN COMPACTED FILL ® q5% STANDARD DEN5ITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) ° a _ 41 .,a....ea I—II—III—I1-1 a . 11-III-III=111- '' GH�SE DET,41 L 8 SCALE: MT5 PVG GHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE WI 'TH MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: I'-0" WIDE W/ (2) #5 BAR5 4 =*a * o Yc- •0"C;, re eCnR\ ,a © copmgnt : Ml 2021 stru`duva�ngineedng, Inc. CD om z_ w w Z_ z�- Z w oa.. J i Z a� i— V W_ d. Q E CUJ oc 3: JI-- Q. Wo Z UJ -V Y 0 — 2 y UJ m � N CC C M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-1 4-21 REVISIONS: date: initial: sheet: SCALE: MI5 SDw 1