6834 Shelby Lynn Way - Laserfiche WebLink

Browse Search

FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEHAY---, I6"x8" THIGKEN EDGE W/ (2) #5 GONT. 8" GMU BLOCK vr-nr<^UI_ @ CORNER F 7 GARAGE WALL BEYOND GARAGE SLAB (SEE PLAN) THICKENED EDGE @ GARAGE DOOR DETA I L SCALE: NTS (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z a� O . GRADE IN 8" WIDE GONT. GONG. GURB — 1 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) =III —III —III— _ l i GLEAN COMPACTED FILL o 015% I'-p" MONOLITHIG FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY NALL OGGUR5 DIRECTLY ABOVE THE 8 GMU HALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 5AR5 GRGE CURB DETAIL SCALE: NTS 8" GMU BLOCK ' R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT CELL SOLID z d d I_I I I=1 0 6RADE ° III III III—III=11 I. m =III=III= cx III —III—III—III—' ATIomORGH/LANAI SLAB IL a 1=1 11=1 11-111- (SEE PLAN) =11 I— `' 111—I 11=111- It ° 1=111- e -= — III-- 1) #5 DOWEL W/ 6" HOOK AT GRADE ALL VERT. WALL REINF. l—III=1 1=1—I �I 1- (5EE PLANS FOR LOCATION) i t-1 I I III —III —I 11= GLEAN COMPACTED=1=1 I' _—I 1=1 I —III —III —III —I 1=' FILL o q5% MONOLITHIC FOUNDATION 8 x8 THICKENED li 11i i STANDARD DENSITY I -O W(2) #5 GONT. ON GHAIRS SLAB W(1) #5 GONT. MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. SHAH BE I'-4" WIDE w/ (2) #5 BAR5 SOOTING SECTION W/ BLOCK DETAIL THICKENED EDGE DETAIL 2 SCALE: NT5 SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (5EE PLANS) a d ° dr77 III II1=1II II1= _ 1=1 1=1—I I_I �' =III —I 1= cx —III III—I_I '—III—I � III —I I a I I —III —III —I I I- I- I I m III I I d I I III —III- II 11— II1-1II= 1 'III 1=11 _—MONOLITHIG III — �_ i' FOUNDATION H/ (2) #5 GLEAN COMPACTED FILL o q5% STANDARD I1 -O„ GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY NALL OGGUR5 DIRECTLY ABOVE THE 6" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 ENTRY DOOR DETr�IL 6 SGAL.E: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 30 GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) II°Id EXP JOINT �r v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) a °d ` °r1__1 = 1) #5 DOWEL W/ 6" HOOK AT III —III= ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED -� „III —III—III .I 1 11 1- I1= FILL o q5% MONOLITHIG FOUNDATION STANDARD DENSITY I _0:� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NT5 Y2" GYP, BD, EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-13OLT5 6" FROM EA. v END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) w 5TUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. fill m o d ad a — d _ • d (2) #5'S GONT. H/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 506JEGT TO A CALCULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE SUCH HARDWARE HILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE 5TEF DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT CELL SOLID Z d d o II RADE III I=1I =1 I II —I I_I—III—I m = a° seal: DEC 21 2020 • NO 77 24 • n STATE O © copyn'(�1 �o r�i�erit��, Inc., ;•u.,. �z JLU w w z_ o C-0 M z w J N Z= a WCE C� '_tz 5 j =a Q. o .J p -2Ike o� y LY o m N cc C) M CL M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 2- `[ 6-20 REVISIONS: date: initial: I III II I III- � PVC CHASE SLEEVE TO BE - III=1 1=III=1 TWIGE THE DIAMETER OF q) c� II —III —III---= = II1=11 •,., -' '' i lI III III —III —III I =, 111- PROTECTED PIPE � � � I I=1 I I III —III —I 11= GLEAN COMPACTED aSTANDARD MIN.FILL o 015% MONOLITHIG FOUNDATION DENSITY i _H/ (2) #5 GONT. ON CHAIRS O WHERE 2ND 5TORY WALL OCGUR5 DIRECTLY ABOVE THE O 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 (:DA�S DETAIL Q (n 0 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL LL EXTERIOR DOOR OVER 3/4" FURR STRIPS �, MTL. THRESHOLD -PER BUILDER �+-.I UJ SET IN SEALANT HOUSE SLAB T T T Z (SEE PLAN) I _ PORGH/PATIO/LANAI L-� 0 SLAB OR PAVERS (],, (SEE PLANS) PER MANUF. III —I —III— O < '=1 I I=1 1 1= d 1=1 I I a III—I_I I —III —III_ ►� =1 m III d 1=1 1=1 LU ,� < UJ III —III —III III—_ MONOLITHIG GLEAN COMPACTED III = �= GONT. TION W/ ON CHAIRS (2) #5 FILL o q5% STANDARD I -011 O (� DENSITY AND TERMITE MIN. TREATED O 0 Z HHERE 2NO STORY HALL LL JTOGCUR5 DIRECTLY ABOVE THE �..I 8" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" HIDE N/ (2) #5 BAR5 sheet: EXTERIOR OUT5W1 NG 4 56D POURED S LL5 DETAIL SCALE: NTS SDm 1