6879 Shelby Lynn Way - Laserfiche WebLink

Browse Search

FILLED CELLS (SEE PLAN) aLL=&t- 411 GARAGE TOP YIEW @CORNER F 7 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB m 411 (SEE PLAN) d . e . d 16"x8" THIGKENE =1I I —I I I— III— III—III—III=I EDGE H/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WS 8" GMU BLOGK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT GELL SOLID z� Cz (3 _ 6RADE plz — � IIIIIm I QQR, I AF 6" WIDE GONT. GONG. CURB 6ARA6E SLAB (SEE PLAN) n d III —I III —III —III da . IIIII11111TI,111 I = — I It+__�I) #5 DOWEL H/ 6" HOOK AT III —I' ALL VERT. HALL REINF. GLEAN GOMPAGTED(SEE PLANS FOR LOCATION) I I —III —III —III —I - ''' �� I 1—III= I FILL o 95% I -O MONOLITHIC, FOUNDATION 1 II STANDARD DENSITY MIN. H/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY HALL 060UR5 DIRECTLY ABOVE THE 8' GMU HALL 5HOHN, FT6.514ALL BE 1'-4" HIDE W/ (2) #5 BARS GARAGE CURB DETAIL SCALE= WS 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) —\ ;Z MANUF. It I R4.1 FI-FOIL OR EQUAL OVER % FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAW I � m� MONOLITHIC, GLEAN GOMPAGTEDJ FOUNDATION W(2) #5 FILL o 95% STANDARD I'-0" GONT. ON CHAIRS DENSITY AND TERMITE 4—MIN. TREATED HI -ERE 2ND 5TORY HALL OGGUR5 DIRECTLY ABOVE THE 8' GMU HALL 5HOHN, FT6. SHALL 13E 1'-4' WIDE w/ (2) #5 BAR5 EXTERIOR OUTSWI NG 4 56D POURED S 1 LLS DETA I L 8" GMU BLOGK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID d a _ III- 1I—cYl I— I R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) 11 —11 1 1I 111 I— I- 1) a III 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. 11 11 111=1 1=1 I —� 1 (SEE PLANS FOR LOGATIOW II -III III —III —III- ' GLEAN GOMPAGTED FILL A cFA MONOLITHIC, FOUNDATION STANDARD DENSITY I MIN. W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" CM WALL 5HOWN, FT6.5HALL BE 1'-4" WIDE W (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER %"' FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) ° . . ° III —III III —III • a° I I I —III —III —I I I� I I 1=1 I I I � I —I II- ' —I I —I I °III=1 I I —I 11- i=1 m III I d 1 1=1 I=1 11= -1 — III-1 I- "'—=' MONOLITHIC, - 1=111=1 FOUNDATION W/ (2) #5 GLEAN GOMPAGTED 11 GONT. ON CHAIRS FILL o 95% STANDARD I -0 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5WHN, FT6. SHALL BE t'-4" WIDE W (2) #5 13AR5 ENTRY DOOR DETAIL 6 SCALE: WS PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THIGKENED — 5LAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MIS 8" GMU BLOCK (1) #5 VERT. FROM FTC. T BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z I EXP JOINT 4' -v d - e . . I- dI— .d —III—III- I I I=111— 1_ = i I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) e =1I I=1' ` I I 1) #5 DOl^EL W/ 6" HOOK AT III— - ALL VERT. WALL REINF. =III= = I IF (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED =1 I I —III —III I FILL ®95% MONOLITHIC, FOUNDATION STANDARD DENSITY I�-OIL H/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND 5TORY WALL 0GGUR5 DIRECTLY ABOVE THE 8" CMU HALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS I EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: KM Y2" GYP. BD. EA. 51DE OF 2x45 0 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE o 3211 O.G. 2" (6" MIN. EMBED) —a, STUD PLATE TIES PER } PT BOT. PLAN A STUD TOP d PLT. WT. d O . d _ � e (2) #55 CONT. W/ —1 3" MIN. GI FAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: errs 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID z� RADE 11-111-1 I-111- I k1=_r11 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ��1 15 2020 .,nn�eeeee No 77 24 o 0 STATE OF U �: A% F• >a z ...- J w w z o Lo Q' r- z w J nQ.. Gi Z QU U Q � UJ U E Q) � T 3: a j JZ MLU y W m O N M&K project number: 068-200 1 project mgr: J S B drawn by: MJT issue date: `I 0-07-20 REVISIONS: date: initial: z III— PVC, GHA5E 5LEEVE TO BE III=III III=III- r - II—III=III—_— 11 III I . _—III—II III=1 1=1 I I I —I 11=1 I TWIGE THE DIAMETER OF —III PRoTEGTED PIPE I- " RS -1 GLEAN GOMPAGTED FILL o 95% I I-1 I 1=1111 MONOLITHIC, FOUNDATION STANDARD DENSITY I -O W/ (2) #5 GONT. ON CHAIRS MIN. C WHERE 2141? STORY WALL 06GUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOWN, FT6.514ALL 0 BE I'-4" HIDE W/ (2) #5 BAR5 CHASE DETAIL sheet: d a 0 LL OJ w (n z o z J 4 O � � a N Q ~ Z C� J J SCALE: WS SDm 1