6939 Shelby Lynn Way - Laserfiche WebLink

Browse Search

FILLED CELLS (5EE PLAN) * 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL °> 4" GARAGE (1) #5 VERT. FROM FT6. TO OVER 3/4" FURR STRIPS -PER BUILDER " TOP VIEW BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) C� GORNER 30" GROUT CELL 50LID GONG. OR PAVER DRIVEWAY �— GARAGE WALL BEYOND SLAB PLAN) <`.. - O GRADE - =1 I I —III —III: r1I11=1 Q _ I I I m II I II I . I MI 11=1 El I M I I I � I I 111 I=III=I I I=I I I=1 I MI I MI I M I I. I I —I 11—GARAGE 11=1 11(5EE I I I 1I_— °< a° Q. ° .°. a ° •;lee I6"x8" THICKEN! EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL WALI: NM 8" GMU BLOCK GLEAN COMPACTED FILL ® q5% 5TANDARD DENSITY SCALM NTS I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLAN5 FOR LOCATION) I III=1 I I=1 I � IMONOLITHIC FOUNDATION '-O" W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS r-r.TlnkI W / PI n,,r.IC nr-TA I 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. GURB BEYOND OVER 3/4" FURR 5TRIP5 (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP W HOU5E SLAB FOUNDATION DOWEL w-Q, GARAGE SLAB MTL. THRESHOLD (5EE PLAN) MIN. 30" GROUT CELL (5EE PLAN) 5ET IN SEALANT SOLID PAVERS z Q °. ° (5EE PLANS) a � O GRADE —III—III—III—III i � � " —III—I I I_I I I_I I II i III III III III —I III III III III, m '=1 11=1 11= 1=1 I I III —III —III —I 11- I' '=1 11=1 11= a 1=1 I I . 11 I —I I I —I 11=I 11- ' '—III—� III —I l a . I—III-111-1 I '—III—� 111—I I a ° a I I —I I I —I I I —I I —I I I —I I III —I I I —I I- III I —III —III= III =— 1) #5 DOWEL W/ 6" HOOK AT 11-11- 111-I I I _ I I I -III -I ALL VERT. WALL REINF. III=� I 111=111= 1111 I I (5EE PLAN5 FOR LOCATION) III 1 1 111=III=111 I I I I ,_ MONOLITHIC II—III—III—III=1 _ 11=III=III—III=III_ GLEAN COMPACTED III =III= I GLEAN COMPACTED " III =1 1= I i' FOUNDATION W/ (2) #5 FILL ® q5% I'-0" MONOLITHIC FOUNDATION FILL ® q5% STANDARD 1'-0" GONT. ON GHAIR5 STANDARD DENSITY 1MIN. W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS BE 1'-4" WIDE W (2) #5 5AR5 GARA&E CURB DETAIL &RATTE DOOR DETAi LWAa: WS xrs PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED - 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 W42: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER 3/4" FURR 5TRIP5 -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID HOUSE SLAB PORGH/PATIO/LANAI (5EE PLAN) 5LA13 OR PAVERS (5EE PLAN) d b I_III—_III—_III—_III ° d I—III—III—III—� 11- dd" — ' EXP JOINT —' v —III III=III—III=I III —I I ° ° I I —III —III_ #5 DOWEL W/ 6" HOOK AT _ _ I11=III- ALL VERT. WALL REINF. ' I I I I—III-III-1 I III- (5EE PLAN5 FOR LOCATION) GLEAN GOMPAGTED I11-111- FILL ®q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY 1�-0II W/ (2) #5 COW. ON MIN. GHAIR5 WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR INALL ® PORCH/PATIO/LANAI DETAIL. WAU: WIS Y2" GYP. BD. EA. 510E OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND 5PAGE A 52" O.G. N 2" (6" MIN. EMBED) w 5TUD PLATE TIES PER PT BOT. PLAN ® 5TUD TOP 4 PLT. BOT. A. a � •' °, . d (2) #55 GONT. W/ --/ 8" 8" 3" MIN. CLEAR UPLIFT GONNEGTOR5 SUGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE 5TEP DOWN DETAIL WAU: WIS 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z_cc L cq RADE ' III=III=III=111= d . 4 . e III- . I —III—_ III ° III—III=1 1(- GLEAN COMPACTED FILL ® 615% STANDARD DENSITY MIN. WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GHU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS GH,45E DET� I L 8 scAt1: krs R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) PVG GHA5E 5LEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: 6..111�,�. a a m it o- 2 20 f,,5 % © cop Yn9ht`strt%{�Irej. �� % 99'9Wf om z JLU W _Z \/ z i z w a Q Z= as r•- c� A t �a CmE UJt- CA co j =� 00 E a > Z v W C Y 0 y W C m N a. IV M&K project number: 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04-07-220 REVISIONS: date: initial: 04/24/20 JAI d Q W 0 8" GMU BLOCK BEYOND U. R4.1 FI-FOIL OR EQUAL � '--1 EXTERIOR DOOR OVER %" FURR 5TRIP5 TTi MTL. THRESHOLD -PER BUILDER �--: �•�••1 5ET IN 5EALANT HOU5E 5LAB Y2"(Pxb" LONG W n Z (5EE PLAN) PRE55URE 51MP50N TITEN HD PORGH/PATIO/LANAI TREATED BOTTOM 5GRE15 ® 4'-0" O.G. 1--.I 0 Ix 5LAB OR PAVER5 AND 12" MAX FROM I --I a (5EE PLANS) PLATE END OF WALL d PER MANUF U? III III III I I— I; III=111=1 11=111=— --_— =1 11=I 11=1 I I=1 11=1 I Q '—III—III= cx I —III I I I—III—III=1 I_ I _ _ '—III — I III —II I—IIIIlIIIIIIII- II1-1II III III — I —I ► I- I I I —I i—I ► i- ,11�—I 1=1 1=1 1III —III-11�—III I► i—I I-11�, ; ,1 I I—' ' '►, Im III II ' : d.. I-1�1=1�1- � `�v' �—,IIIITIIIITiilll��►Illlllllllllllll�lll�lilllll_I1�1111- -11 _ I I=III III-1 I I I _-_ 11=I m -`� _III-1 I I, ,711 .I I III=1 I I=III I I II MONOLITHIC 11-411 Q 1(- GLEAN COMPACTED III =11 �= I I' FOUNDATION W/ (2) #5 J T J 'Q FILL ® q5% STANDARD I'-O'I GONT. ON CHAIRS "'''� (.0 (f� DENSITY AND TERMITE MIN. J" TREATED � O LU0Z WHERE 2NDSTORY WALL UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND �•L OCCURS DIRECTLY ABOVE THE ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A 8" GNU WALL SHOWN, FT6. SHALL GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUGH HARDWARE BE 1'-4" WIDE W (2) #5 BARS WILL BE 5PEGIFIGALLY NOTED ON PLAN. sheet: EXTERIOR OUT5AIN6 $ 56D POURED 51 LL5 DETAIL (,;; I NT. BE,AR NG WALL PO00T NG DETA I L WAO- MS WALM NTS SD-1