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FILLED CELLS (SEE PLAN) LVAM/Av17 @CORNER GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4 (SEE PLAN) / ii—iii—iii—iii 16"x8" THIGKEN'. EDGE W/ (2) #5 GONT. THICKENED EDGE 6ARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOGK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. — TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID 1. cZ X L (o CO 6RADE C) 1 z � III -_ I I I 1-1 i 11) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) I —I - GLEAN GOMPAGTED FILL ® 615% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 5 G,RGE CURB DETA I L SCALE: NT5 8" GMU BLOCK BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) PER MANUF. Cz . =1I II I I1= -� III —II II —I R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) ' 1-I m III I I a I I=1 I I=1 I Im y 11=11— I I 1=1 I I— - I-J -III I I —III —III —III III__ ' -1 I 1=111=111=1 1—I" MONOLITHIC, GLEAN COMPACTED III =III- FOUNDATION W/ (2) #5 FILL o 95% STANDARD WI TH CONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSWING 4 56D POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID _z< 7- x a� O 6RADE -1 I '111—ce '=11111111�11 .d a °< °ada °III�11 ° ° III=1I1= =III— III = 1) #5 DOWEL W/ 6" HOOK AT I— _—III=_I I ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I,; I I I I I —III I 11= —III-1� FILL ® 15% MONOLITHIC FOUNDATION STANDARD DENSITY I`ll TH H/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS SOOTING SECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (SEE PLAN) SET IN SEALANT PAVERS (SEE PLANS) . < .. .d a a ° d III —III —I I —I �° 9 III—III=1 I I —I 11=_I '—III—I J III —I I I —I I=III—I I I- -I 11=I- ' I=1 m III I I d." I I —III —III- 11=11 III -III„ .. MONOLITHIC I I, I I II i I 11=1 I II � �I 1 1—'''- GLEAN COMPACTED III— FOUNDATION W/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIPE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 6 ENTRY DOOR DET, I L SCALE: NTS 2"IPx6" LON6 PRE55URE 5IMP50N TITEN HD TREATED BOTTOM SGREWS o 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL 17 lip UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, 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. NT. BEARING WALL SOOTING DETAIL 8"x8" THICKENED SLAB W/ (1) #5 GON , . 3Y2" GONG. w/ WWF OR FIBERMESH RE OVER 6 MIL. VAPOR BARR THICKENED EDGE DETAIL B SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL11D PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) EXP JOINT v m \NAI SLAB R4.1 F I -FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d q. ' ° .4 ° I —III —III —III —I a° =1 I I —III —III —I i' III —III —I 11= � ' #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I 11= (SEE PLANS FOR LOCATION) GLEAN COMPACTED I i I I I I—III-111, . 1 III-I11= FILL ®95% MONOLITHIC FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON GHAIR5 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: NITS THICKENED SLAB RECE55 DETAIL Y2" GYP. BO. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPAGE o 32" O.G. 2" (6" MIN. EMBED) `n z w STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. d a °d (2) #5'S GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID .X z_ c <C L o BADE —III—I z —III— n'N PVC, CHASE SLEEVE TO BE ' 1=1 11=1 I I— 11=1 11=1 o 'Il illlllllllllll GLEAN GOMPAGTED I I„ 111� 111 FILL 0 a5% STANDARD DENSITY S CH, SE DIT I L SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) TWICE THE DIAMETER OF PROTECTED PIPE WI TH W/ (2) #5 GONT. ON CHAIRS Illllllllillll- �— MONOLITHIC FOUNDATION 2-STORY: I'-4" WIDE pi/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS IIV� I I'CVCi I IVIVJ. I FUTURE 8" GMU — BLOGK DRILL 6" INTO EX15T'6 SLAB, EPDXY i DRIVE I #5 DOWEL, PROVIDE MIN. _ 30" LAP 5PL I GE I I O W GRADE _ _,IIIIIII I I —I #5 VERT. BAR TO BE LOCATED PER PLAN N GROUTED CELL a M155ED DOWEL RETROEIT PEiAIL SCALE: NTS SIM. @ GMU STEM FOR DROPPED GRADE ��,g4"'E9idllf�s seal: ®�� a. P,®P 4 C� '•. TE OF 40 ;' '. 0R�p..p,..�`�,,.. �SS� • N40 % © copyri N 2021 Stru W rin 1 z JL w w Z c rn z w J a >r CD Q Z= Q �-- L)UJ 4 C = j T � m E .rl.. Q J~ j a °' o Z W Mo y CP p o� CO) M Ln W C N C ch a. Mr M&K project number: 068-2001 1 project mgr: J S B drawn by: p R issue date: `] 0-04-2 `j REVISIONS: date: initial: J W � 0 O 0 I— w � O z z o � sheet: Q 0 J LL (D Z VIrram� 'Q U) .]J LO U) 0 z .._J ,_._I SCALE: NTS SCALE: NTS SCALE: NTS SDIIIA 1