6733 Shelby Lynn Way (2) - Laserfiche WebLink

Browse Search

_ I I I I I I I i I I i i i I I e FILLED GELL5 (SEE PLAN) vH"L7r_ @ CORNER F 7 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (SEE PLAN) Lt— iz 16"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" CMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ n FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID. x _z d c0 O GRADE o z 11111I F� 8" WIDE GONT. GONG. CURB ®I I! i 00F1(5EE PLAN) I I=I I — III=� fill) #5 DOWEL W/ 6" HOOK AT Ir ALL VERT. WALL REINF. III=� I III=111 = 1111 (SEE PLANS FOR LOCATION) I �=1 11=III—III—I - GLEAN COMPACTED " I Ti I=III= I �' FILL o q5% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY I W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'4' WIDE W/ (2) #5 BARS G,�R�GE CURB DET� I L 5 SCAL.E: xT5 8" GMU BLOCK- (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID zx a� O GRADE -115111—' 1 11111111�11 O _ _ d d. ° I I=1 I I— =1 I I=1 III �111111 ' I_ III— III 1) #5 DOWEL W/ roll HOOK AT ALL VERT. WALL REINF. III I I III=III=111 _� I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I I I I I I I —III I 11= —IIL—j1 FILL o 515% WI TH MONOLITHIC FOUNDATION STANDARD DEN51TY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) VALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) ° d d a _ _ " III—III—III—III— �° III III—III=1 I I I �' —III I I- cx I —I I III —I I —I I MI I- ' III I I I —I I I —III I I —I 1I- II I- =1 m III I I d I I—III=1 I I- II II —19III-III- -"'—"'MONOLITHIG I I, II GLEAN GOMPAGTED III =I I=III FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETAIL 6 SGAL.E: rir5 8"x8" THICKENED SLAB W/ (I) #5 GON I . THICKENED EDGE DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) EXP JOINT V in \NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) a ' ° I 44 III III ICI—I� a � ° I=III—III—III III- —ICI III III —III ° III—III—I11 ; 1, 11=1II IIFI d° I= 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. ' I I I I=III=11=1 I 111= (SEE PLANS FOR LOCATION) -1 I III —III —III , .I I GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WALE- NTS Y2" GYP. BD. EA. SIDE OF 2x4'5 o I b" O.G. Y" J-BOLT5 b" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) F—Q, x STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP $ PLT. BOT. . d' - e O d °d (2) #5'5 GONT. W/-/ SII 8lI 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: WS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z cSJ O RAVE ' z PVC CHASE SLEEVE TO BE ' I —I I I —I I I I o 'IIIiIIIIIIIIIIIII GLEAN COMP ACTED FILL o q5% STANDARD DENSITY STS DETAIL)�H R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) TWICE THE DIAMETER OF —III=III I =III PROTECTED PIPE I I=III=III= ' 111-111 MONOLITHIC FOUNDATION WI TH y�/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS dal:. 778 ` -:�T 0 ` j2 2022 0 % c1k © copyright: MULHERN & KULP structural Engineering, Inc. CD Z_ CC w w Z c Z w J 0< � Q Z� U U � �, �4 C W ~ C/7 E � —� m E Q Jz > Mo Z W -v o oD m � y Lil C N �a M&K project number: 068-1 9022 project mgr: � J S B drawn by: BC r 0,9-21-2`I initial: DJR 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL r EXTERIOR DOOR OVER 5/4" FURR STRIPS V 1 MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB 3Y2" GONG. SLAB (SEE PLAN) w/ WWF OR WIDTH PER ARCH _ ~ < PORGH/PATIO/LANAI FIBERME5H REINF. LU Q w SLAB OR PAVERS OVER 6 MIL. tY iri T T i (SEE PLAN5) VAPOR BARRIER y W W a d d n PER MANUF. 0 s I1511 I=1 =III=III=c I-1I ° III_II I_III—III_ ' ° ° O U" '—III—I III —I I I I —I I I_I I I —III- ° °III —III —III- _ ° da I� =1 m III I I I —I 11=1 I I_ m w I1 I II I I11111=1 11=1 I I 11 I_ 'I MIN MONOLITHIC I—III-III=III=1 1I- GLEAN COMPACTED =I I �_ I I' FOUNDATION W/ (2) #5 8" 8" (2) #5'S GONT. r � FILL o q5% STANDARD WI TH GONT. ON GHAIR5 V DENSITY AND TERMITE 0 �-- TREATED 2-STORY: 1'-4" WIDE C w/ (2) #5 BARS w d `� � t-STORY: I'-0" WIDE �--+ W/ (2) #5 BARS ~ x O o? EXTERIOR OUTSWING 56D POURED SILLS DETAIL II SLAB RECE55 AT 5H011ER LL Q J J SCALE: MS SGAI.E: Nr5 sheet: SDw 1