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FILLED CELLS (SEE PLAN) vrtrcr�v� @CORNER 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID F —1 `. GONG. OR PAVER 6ARA6E WALL Z: DRIVEWAY r BEYOND C)6RA_DE _ b I I=III= `Y' =III —I I—All 'b I I —I I I —I 6ARA6E SLAB ri�i (SEE PLAN)o 11=I 11 1m 111=111- 16"x8" THICKEN EDGE W/ (2) #5 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 MIN. 30" GROUT CELL zX d3 Q) olz 111 v I-1 m 11=1i (1) #5 DOWEL W/ 6" HOOK AT I=III-I ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) 11=I I —I I I —I I I —I GLEAN COMPACTED " III =III-1 FILL o q5% f'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. IAV (2) #5 GONT. ON CHAIRS WHERE 2ND 5TORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE I'-4" WIDE w/ (2) #5 BAR5 GDETA IRGE CURB L � SCALE: NITS 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) J v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) I = � LU LU mW W_ MONOLITHIC GLEAN GOMPAGTED-/ ' =i 1-[ ' FOUNDATION W/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY HALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'4' WIDE w/ (2) #5 BAR5 EXTERIOR OUT5K NG $ 56D POURED SILLS DETAIL GLEAN COMPACTED FILL o q5% R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) (1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) MONOLITHIC FOUNDATION STANDARD DENSITY I -O H/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE w/ (2) #5 BARS FOOTING SECTION & 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 (5EE PLAN) PAVERS (5EE PLANS) .d .. ° fiEl —I I Il 11=1 �1I � 1 II1II—II11 I I-1 1- 1—I 11=I—I I1 1I- 1=1 m III 1 I� _ — ,� II—I11-111-111—III=1'' MONouTHIG GLEAN COMPACTED Ill —1 I __ 111 FOUNDATION H/ (2) #5 FILL o q5� STANDARD I'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 20 STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL SHOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 ENTRY DOOR DETA I L 6 SCALE: NITS �NAI 5LAB 8"x8" THICKENED SLAB W/ (I) #5 CON 1. (DTHICKENED EDGE DETAIL SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP W OVER %" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30 GROUT CELL 50LID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (5EE PLAN) Z .4 - 1—� —I I I —I I I —I 1 1=111— `� EXP JOINT I I I —I —I � I; 1, 1=1 I I —I 11= I m l=1 I d=1II=1' ° I= 1) #5 DOWEL H/ 6" HOOK AT _ III=III- ALL VERT. HALL REINF. 1 III-11I—I 1=11 I (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED III -III— FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -O W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 20 5TORY WALL OG6UR5 DIREGTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS y2" GYP. BO. EA. 51DE OF 2x4'5 o 16" O.G. Y " J-BOLT5 6" FROM EA. END OF WALL AND SPACE o 52" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. O d ' bd (2) #55 GONT. H/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. GAR1 rGA STEP DOWN DETI�IL SCALE: NM r71[�ilJ 13OND BEAM. LAP N/ FIN r• • r• EEE 6ROUT CELL 50LID .se .• a. • r1A � III —II z —111—I Ilk ' '11 III III —III= GLEAN COMPACTED I I 1111 FILL o q5cx STANDARD DENSITY MIN. WHERE 2ND 5TORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 GH�hSE DETA I L 8 SCALE: NITS R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) - PVC CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: ��` �'a9 FIH1L./��'t, %�'�' N S `G 2A ' No :u .0 -o . PL E © copyright!M41F��1P� StructuraI E'ngi a c: 0 CD Z_ w w Z o z w J < CIS CD Q Z� M Q Wc� C �MI 'S n CZ =a m J� Q. Wo Z �W D V o Y op y 2 CO m L6 W C N C. C'M C. M&K project number: 068-200 1 1 project mgr: J:SB drawn by: ,JAI issue date: 04-'2 2-2 0 REVISIONS: date: initial: sheet: d Q a 0 T- J W N (D Ca z 0 cn H z J � a o� co Y Q J J SCALE: NTS - - ,i irluacsf i. h i ,i lt—lutl�',Fr1Jire ii�7 J i ul i:�. I J i f T_f T I i SDw 1