6945 Shelby Lynn Way - Laserfiche WebLink

Browse Search

L 16"x8" THIGKENI ED&E W/ (2) #5 GONT. THICKENED EDGE @ GARA 6E DOOR DETA I L ga IX, M 8" GMU BLOCK 6" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL 11J—�, 6ARA6E SLAB MIN. 30" &ROUT CELL I < (SEE FLAW x � � d I I III=III (Z O GRADE e '. '=1 11=1 11= d 1=1 I I I I I I I I I I I '—III=1 1—III—III=111 o z '_I11= 1=1 1 III—_III=11I- -' I - . III—11 f ' 1) #5 DOWEL W/ b" HOOK AT =III=1 ALL VERT. WALL REINF. III I i 1=1 111 11 1 I (5EE PLANS FOR LOGATI OW GLEAN COMPACTED—' FILL la 15%,1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 CONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CHU WALL 5HOWN, FT6. SHALL BE 1'-4' WIDE W (2) #5 BARS GA %6r: CURB DETA� I L 5 S GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER V4" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLANS) e PER MANur-.. -1 11=1 I 11=1 11= i' _ _ __ _ •' III —III —III— I I=1 '—III—I � III —I I I —III —III —I I I- ' —I A. III—IIMII I�l I I I —I 11=III-1 1=1 11-1 I�— MONOLITHIC III-1 I I --III-- FOUNDATION W/ (2) #5 GLEAN COMPACTED 11 GONT. ON CHAIRS FILL o 515% STANDARD I -O DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUTSWING 4 E61P POURED SILLS DETAIL 8" GMU (1) #5 VERT. FROM FT&. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" &ROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Z d .. d. b e ° ° III —III —III —III —I co 13-2 &BADE _ I I—III—III=III—III. m ' I I II —III —III —I 1-1 =1 I II I I I —III :. 1—I I I —I I I —I 11= —III `.' I I MI I —III '-11 !n l l l III =III= ' I=III .. I I R 1) #5 DOWEL W/ 6" HOOK AT I— e _—III=_I I ALL VERT. WALL REINF. ' 11 11 111=III=III _� 11 (5EE PLANS FOR LOCATION) GLEAN COMPACTED 1 111 I I —III I 11- ' —111,-11 FILL ® 15% 1 11 MONOLITHIC FOUNDATION STANDARD DENSITY 1-0 W/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' CM WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS �nnTliv�� c,�.Tln�l W/ Rl WAU, NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (5EE PLANS) 1 ° d e" d I d II—I I ElII—I I I 1=1 11-1 I I —_I I r III —II II —III —III —_III e I III-1 —I I I=1 I I- MONOLITHIC I I III III-III-1 1 1 III-I`I� I GLEAN COMPACTED III =III= I I' FOUNDATION W/ (2) #5 FILL o 95%, STANDARD 1'-011 GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETA� 1 L 6 .x � 8"x6" THICKENED — SLAB W/ (1) #5 GONT. ATIO/PORCH/LANAI SLAB (SEE PLAN) I-1 11 EDGE DETA�IL )HICKENEP WAI : Ili 6" GMU BLOCK (1) #5 VERT. FROM FT&. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLAW Z I �i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAW ° b I —III —III. a I_III—_III- .d —III—III—III. " 11=ITIS}(I) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I III- (5EE PLANS FOR LOGATIOW -� I III —III —III , I1 GLEAN COMPACTED ' ' I —I I I-1 11— ' FILL o 15%, MONOLITHIC FOUNDATION STANDARD DENSITY I -011 V1/ (2) #5 CONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL WAU: WIS Y2" 6YP. BD. EA. SIDE OF 2x4'S o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. is) 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. _ e e 16°. d d ° .4 .e' °d (2) #5'5 CONT. W/—/ 11 11 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. ISARAGE STEP DOWN DETAIL WAUli III 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z_<c L dJ O RAPE I I I —_I I I=I I I_ —I - e ° -;.e ' I I��I z_ ' I —I I I-1 I I— _ ' '' i lI III —III —III —III I —I II �� GLEAN COMPACTED FILL ® 15% STANDARD DENSITY MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BARS )�H��r:DETA� I L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) PVC CHASE SLEEVE To BE TWICE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION VJ/ (2) #5 GONT. ON CHAIRS seal: • Np 7782ir i •� - *• J/ ; 1 r r-0 ��.• g TE ' :L'uZ OF .�1 P 0''. F '•• ....••• % © copyright : MULtiNF�V� Structural Engineering, Inc. oz z IJ LU W W ZCD \/ Z i Z w Q a Q Z QV IH U . ax CM-J� pC W C� c 32 = j � m E Q J- Z a o� A W p to o.0- (AM W tin g N CL W project number: 068-200 1 1 project rn NJ M drawn by: KG K issue date: 05-2 6-20 REUISIONS: date: initial: J H W Z O H d 0 Z O UL IM c�•a rC 0 d 0 O J LL (D Q Z 0 x n. d � d it i U J Ln cn 0..� Z J J W" 11111" SDm I