6833 Shelby Lynn Way - Laserfiche WebLink

Browse Search

seal �� 21 - No^ 77824 %p : STATE OF FILLED GELL5 '�'� P - GYP. BD. EA. SIDE ` • C` (5EE LAW 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL 2" ♦ * �� qr OVER /4 FURR 5TRIP5 OF 2x4'5 o 16" O.G. W4'GARAGE -PER BUILDER " :� 2 J-BOLTS 6 FROM EA. a CD (1) #5 VERT. FROM FT6. TO END OFTOP Y I EW BOND BEAM. LAP W HOUSE 5LAB SPACE HALL 321' O.G� oc FOUNDATION DOWEL MIN. (5EE PLAN) 2" (6" MIN. EMBED) w @CORNER 30" GROUT GELL SOLID LU z 5TUD PLATE TIES PER PT BOT. PLAN o 5TUD TOP d CD Z Q _ PLT. BOT. w n. GARAGE WALL z � d _ _ _ GONG. OR PAVER _ DRIVEWAY BEYOND III=11 I=11 I=11 I I J ` o GRADE e e ° ° I I—III—III—III-1 ° + < d GARAGE SLAB m III=III-d III .d "° I I=III=III-III-� ATIO/PORGH/LANAI SLAB O d e °" ° •°e- E fizz = Q $ <r - -I III —III . I —III —III —III= (SEE PLAN) _ a m 411 (5EE PLAN) o _III- `' I d 111—I 11—I I I- U t Q- m I I III — 1=1 I I— d J III 1) #5 DOWEL H/ 6" HOOK AT 6RADE °C �_ a ALL VERT. WALL REINF. - — — — ^ — — — — � t� '—� e I I I I I I=1 I=1 I —I =11I �- (5EE PLANS FOR LOGATIOW =111=III=I I ° I 1=1 I I-1 1=1 11=1 I_I I I III —III —I 11= � — _ � (2) #5'S GONT. t^v ■7� I-1 1=1_I I -I GLEAN COMPACTED I— I_ I l i=_= I I-1 11=1 8° 8" .i. a Q ' �' _III-1 I � — I —III —III —III —III —Ili —III_ 3° MIN. CLEAR =1 11=1 11=1 11=1 —I 11=1 11=1 I —I I' FILL o q5% MONOLITHIC FOUNDATION 8"xs• THIGKENED —1 11=1 11=1 1=1 11=1 11-1 I J~ o' I6"x8" THIGKENE =1 11-1 I I —I 11-1 11-1 I I I 11= 5TANDARD DENSITY I -O W/ (2) #5 CONT. ON GHAIR5 Z EDGE 1^U (2) #5 'El II—III—III—III—III=1 I I- MIN. SLAB W/ 11) #5 GONT. ,u m GONT 11 ,111=„III-1 0 WHERE 2ND STORY WALL fN m` OCCURS DIRECTLY ABOVE THE UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND W N e" 041 WALL 5HOWN, FTC. 5HALL ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A OC BE I'-4" WIDE W (2) #5 BAR5 GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. - I Z H I GKENED EDGE @ G11R,4GE n00R DETAIL 1=00�TIN& SECTION W/ BLOCK DET,11 L THICKENED EDGE DETAIL 4 6ARACGE STEP DOWN DETAIL AR: SGAL �: SCALE: NM SCAR: N% M&K project number: 068-2001 1 project mgr: J S B 8" GMu BLOCK drawn by: MJT 8" GMU BLOCK 8" GMU BLOCK- 8" R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: 12-15-20 WIDE �>`�• R4.1 FI-FOIL OR EQUAL - GONG. CURB OVER 3/4" FURR STRIPS (1) #5 VERT. FROM FT6. TO OVER %"' FURR 5TRIP5 BEYOND OVER %" FURR 5TRIP5 (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER BOND BEAM. LAP w/ -PER BUILDER -PER BUILDER TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO REVISIONS: MTL THRESHOLD HOUSE 5LAB 30" GROUT CELL 50LID HOUSE 5LAB BOND BEAM. LAP w/ HOUSE 5LAB FOUNDATION DOWEL �—6ARA6E SLAB (5EE PLAN) PORGH/PATIO/LANAI (5EE PLAW FOUNDATION DOWEL MIN. (5EE PLAW date: initial: MIN. 30 6ROUT CELL } (5EE FLAW 5ET IN SEALANT SLAB OR PAVERS 30" 6ROUT CELL SOLID 5OL11 PAVERS (5EE PLANS) (5EE PLAN) 1I1-111—I 11-1 11— ° 111EIII-111-1 I I— d 1111-1 I 1-111-111-1 _GRADE _ _ II1=1I EIII II=II _ _ _ II1=1I1—II1=1I1=1I 9 a , 1=1 I=1I1=1I1=1 1- — — I=III=1I1=I 1=III. —111-111 >Y 1-111 111E111-111-1 11- 111E111-cx —I I 1 III-111-1 I I-1 I 1 EEI I F9 I 1-111—I I 111=111=111=III "d 11=III=111=111- 111—� III-1 d ° ° I I —III —III —III- III —I I 1—I I e I 1=I I —I 11-1 I I- --� III 111-1 I I —III= _ 111-111- O z v = — e _: EXP JOINT Jr III- I11=1I1=1II- III-= I_I I III=III=III- `' III=1I I1=111EIII=I'=1I1=1I I-1I1- 1—� m III I I = 1=1 I I " 1—� m III I d I Ed I ElIII- m 1=1 1 a—111=1' 111 —_I PVG GHA5E SLEEVE TO BE tq I 1) #5 DOWEL W/ 6 HOOK AT —11— III=III— - ' I I 1) #5 DOWEL W/ b HOOK AT —III=1 I 1 11 =1 — — ' I _—) I 1=1 I I— — _' I TWIGE THE DIAMETER OF =III I ALL VERT. WALL REINF. —I I I - —1 III=III- ALL VERT. WALL REINF. `? I _ PROTECTED PIPE""' (5EE PLAN5 FOR LOCATION) II I I I I 1 1= 1 1= I i— I I I I 1=1 11=1 I I-1 I I 11- =1 I I=1 I I=111=I 11- MONOLITHIC =I I III=I 1=111 I I (5EE PLANS FOR LOCATION) 1 1-111 1 I 1=111=111= FOUNDATION W/ (2) #5 GLEAN COMPACTED '—III III— GLEAN COMPACTED "=1 11.-1 I RS GLEAN COMPACTED III —1 11= GLEAN COMPACTED MONOLITHIC FOUNDATION MONOLITHIC FOUNDATION 5z FILL o q5% 1 �I 1: GONT. ON GHAIR5 FILL o q5% FILL o 115� I -0 MONOLITHIC FOUNDATION FILL o q5� 5TANDARD I -O 5TANDARD DENSITY I�-oil W/ (2) #5 GONT. ON I'-O" STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS cz MIN. TREATED MIN. MIN. CHAIRS MIN. 0 WHERE 2ND 5TORY WALL WHERE 2ND 5TORY WALL WHERE 2ND STORY WALL WHERE 2NO STORY WALL OCCURS DIRECTLY ABOVE THE OCGUR5 DIREGTLY ABOVE THE OGGURS DIREGTLY ABOVE THE OGGUR5 DIREGTLY ABOVE THE 8" CMU WALL 5HOWN, FT6.5HALL 8" CMU WALL 511OWN, FT6. 5HALL 8" GMU WALL 5HOWN, FT6. 8" CMU WALL 5110WN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BAR5 BE 1'-4" WIDE W (2) #5 BAR5 BE 1'-4" WIDE W (2) #5 BARS BE 1'4" WIDE W (2) #5 BARS S GARAGE CURB DETAIL 6 ENTRY DOOR DET141L .� EXTERIOR WALL 0 PORCH/PATIO/LANA1 DETA11 (D�H SM DETAILSCALE: Hrs SCALE: rrrs 8" GMU BLOGK--., BEYOND EXTERIOR DOOR— MTL. THRESHOLD 5ET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) ----N R4.1 FI-FOIL OR EQUAL OVER !/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) I lh MONOLITHIC GLEAN GOMPAGTED� -� I!- FOUNDATION W/ (2) #5 FILL o q5% STANDARD 1'-O': GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2NO STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6.5HALL BE 11-4" WIDE W/ (Z #5 BARS EXTERIOR OUTSW I NG 4 SCGD POURED 5 I LL5 DETAIL J° �°e PER MANUF. II ° d IIII sheet: d Q a 0 J U. J W U) � z a 0Q Z J a O � (L :D � z a J J SCALE: PlM SDII,ol