7028 Shelby Lynn Way - Laserfiche WebLink

Browse Search

FILLED CELLS (SEE PLAN) GONG. OR PAVER DRI VEHAY---i 16"x8" THICKER EDGE N/ (2) #5 GONT. 8" GMU BLOCK ' C7f'tKf1(7C " TOP MIEN @ CORNER F —1 6ARA6E WALL BEYOND 6ARA6E SLAB 4" L (SEE PLAN) do THICKENED EDGE 6ARA&E DOOR DETAIL SCALE: NTS 8" HIDE GONT. GONG. GURB Q (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID. z_c<c L cfJ O 6RADE � `=1 I I-1 = I=1 11= III = I) 15 DOWEL N/ 6" HOOK AT _ I I I1=1 I I —I ALL VERT. WALL REINF. 111=� I I I=1 — I I I I (SEE PLANS FOR LOCATION) ,III —I I_I—III—— GLEAN COMPACTED III =III=W FILL ®q5% NI PTH MONOLITHIC, FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS GRGE CURB D1TAIL SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) .d. 'Q o PER MANUF. III=1 I I I=1111 e III-1 I I —III I I, , ''=1I1=III-t� 1=1I I III —I I I —III —II I- ' —III —I � III —I I e a s I I=1 I I —III —I I I- �'—I 1El— 11 1 I 1=1 I — III —III— m to III I I III —III —III III- ' 11=III=III—III=III—'''— MONOLITHIC GLEAN COMPACTED I I 1-1 �- I I' FOUNDATION N/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE Q w/ (2) #5 BARS -STORY: 1'-0" HIDE N/ (2) #5 BARS EXTERIOR OUT5WIN6 4 56D POURED BILLS DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z4 '7-Y_ c5z) (3GRADE =111111-011 O -� 1=1 In d .. d ° III=1 ° I —III —III= e I � I —III —I I- ' I=III— III 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. NALL REINF. 11 III —I I —I I I--� I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED l;, l l l l l l l l l l l l l l 1 1 FILL ® 15% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS �12-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE H/ (2) #5 BARS FOOTING BECTI ON A/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (5EE PLAN) SET IN 5EALANT PAVERS (SEE PLANS) a r0ffi6il III 1II=III —I I I-1 11=1 I�III-1�-1 I=1 I I I- = —'' MONOLITHIC 71" I I 111 I 11' 1 1 1 I i 1—'''— GLEAN COMPACTED III — FOUNDATION H/ (2) #5 FILL ® 95% STANDARD NI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS ENTRY DOOR DET I L SCALE: NT5 3 Y2" GONG. 5l W HHF OR FIBERMESH R} OVER 6 MIL. VAPOR BARR THICKENED SLAB ® RECE55 DETAIL SCALE: NTS 8"x8" THICKENED SLAB H/ (1) #5 GON , . THICKENED EDGE DETAIL 3 SCALE: N*M 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) 1t d ' EXP JOINT —' v m �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) . d .. d . e I —III —I °' =III=III—I _` a I I I I I lil 1 1 1 iil 111 =1Th}}L(I) #5 DOWEL H/ 6" HOOK AT _ III=III- ALL VERT. NALL REINF. III=1 I I —III —I I 111= (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED =1 1I i i I I I —III —III , .I III-1I I— FILL ®a5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH N/ (2) #5 GONT. ON CHAIRS ��2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS NOTES: 1. UTILIZE 2-PART EPDXY OR OTHER EN61 NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN 3. FOLLOW MANUF. IN5TALLATION IN5TRUCTION5. FUTURE 8" GMU BLOCK DRILL 6" INTO EXIST6 I SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN. 50" LAP 5PL I GE I I N I I 5EE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE d GRADE _ -1 I I-1 I IIIII I l a 11 111 I I a 11= —I I—III4.I=1 I_I I I —III I I I- ,III=11'- #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL a, 1 I 1=1 -II 1=I I I I —I =III-1 11- 11=1 11= 1I 111 M 155 D DOWEL RETRC� I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROFFED 6RADE Y2" 6YP. B0. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. ►' END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU—Q, 5TUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. 1 *4 4 e ° Q °d (2) #5'S GONT. N/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS 5UGH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ARA6E 5TEP DOWN DETA I L SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zQ a� o RADE =1 I I=1 PVG CHASE SLEEVE TO BE '- 1=1 I 11=1 I I I TWIGE THE DIAMETER OF I —I I I —III —=1 ' I I III III=1 I I —III I —1 I I PROTECTED PIPE 11=III III —III —III- ' CLEAN GOMPAGTED FILL ® 95% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE W (2) #5 BARS I -STORY: 1'-0" HIDE H/ (2) #5 BARS GH�SE DET� I L SCALE: NTS R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER a . . P71 . I I-1 I 1 HOUSE SLAB (5EE PLAN) seal: �- � c 6 NO 8� . 7� ® 5 eo ATE OF Wit — © copyright: MUL66RA tl4lI � Structural Engineering, Inc, Z JLU w w �z o CD rn z w J a L Q ♦� Q H U C9 A � t E UJ oc =a Cz � O° j E J� ;. C o Z W V o Y CO y oCO m 6 Y.I CM o N cc r3 0. VF M&K project number: 068-2001 1 project mgr: J S B drawn by: D R issue date: `I 0-20-2 1 REVISIONS: date: initial: 12/08/2021 OR FRElilcN DOOR fWSM sheet: Cz O SDm I 'd 0 ,J LL