6963 Shelby Lynn Way - Laserfiche WebLink

Browse Search

FILLED CELLS (SEE PLAN) vHrcHvc @CORNER GONG. OR PAVER 6ARAC WALL DRIVEWAY BEYOND GARAGE 5LA13 m 4:: (SEE PLAN) 16"x8" THICKER E06E H/ (2) #5 GONT. THICKENED EDGE @ GARA ISE 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 5OL11 2z X L a� O GRADE 111—I I I' n O Z _, �_IIIITm III—"l-�=7' 1) #5 DOWEL N/ 6" HOOK AT I I I I —III- ALL VERT. NALL REINF. 71 I 11=11I (SEE PLANS FOR LOCATION) 11 GLEAN COMPACTED III =III= I I FILL ® q5% HI TH MONOLITHIG FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 WIDE W (2) #5 BARS 1-5TORY: 1'-0" HIDE N/ (2) #5 BARS GAtR1�6E CURB DETAIL � SCALE: NT5 8" GMU BLOGK---, BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) --\ GLEAN GOMPAGTED-' FILL @ q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE N/ (2) #5 BARS EXTERIOR OUTSWING $ 56D POURED 51LL5 DETAIL R4.1 F I -FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) �v m� MONOLITHIC FOUNDATION N/ (2) #5 GONT. ON CHAIRS 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. (SEE PLAN) 30" GROUT GELL SOLID zd — < d � o GRADE a' a I —I I —III —III —I —ICI—�I III ICI—ICI-1�1- 1I— (_=III— #5 DOWEL H/ 6" HOOK AT _=III —_I I ALL VERT. WALL REINF. 11 1 III —I —I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ®q5 MONOLITHIC FOUNDATION STANDARD DENSITY WI TH N1(2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" HIDE IN (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) GLEAN GOMPAGTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE TREATED < d d a d . ° III —ICI. I I I I I —I I I —I I I —I 1I- ° a _ ' d s ° —I III II —III 1lMI- —III —I —III. R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC FOUNDATION N/ (2) #5 GONT, ON GHAIR5 2-STORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" HIDE H/ (2) #5 BAR5 ENTRY DOOR DETA� I L 6 SCALE: NTs PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ IX FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) I Nil .41 .. .d I —I >Y —I I a'. —I `t EXP JOINT °. 1 I- - _ 11I II II=11I R4.1 FI-FOIL OR EQUAL OVER %` FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I= — I) #5 DOWEL H/ 6" HOOK AT I I M11: ALL VERT. NALL REINF. III-111-1= 11 I- (SEE PLANS FOR LOCATION) GLEAN COMPACTED 1111 .I FILL ® q5% MONOLITHIC, FOUNDATION STANDARD DENSITY HI TH w/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 HIDE W (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NM Y2" 6YP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" L (6" MIN. EMBED) N z wly STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP 8 PLT. BOT. d < e g O a +' . 414 . (2) #5'5 GONT. N/ 8" 8" 3" MIN. CLEAR UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJECT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARA &E 5TEP DOWN DETAt I L SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID X , O RAPE III —I 1I- 117. 11 m II..III CO GLEAN GOMPAGTED FILL ® q5% STANDARD DENSITY (D.!GHAEIE DETAIL SCALE: NM R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE 11 TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE N/ (2) #5 BARS seal, �\Wlt OF d e ® a w _ B e '� •, s�BV p' _"x O PY twi c co ri � i t JiWgve ring,Inc, oz Z JLU w w Z_ c CJ � Z w a V 4� pC c WW Cn i Q > J 2 �� o o CO)m Ln W N C■ M n M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 1 2- `j 4-21 REVISIONS: date: initial: 03/11/22 DJR MIRRORM ORIENTATION REVISION sheet: Q O O � J Ll" Z O a a (n Z Q o � Q oZ J J SCALE: NTS SDw 1