37770, 37777, 37778 Court St - Laserfiche WebLink

Browse Search

4 Ih'-�11 y -411 6,011 19' -41, VERIFY LOCATION 3'x4'x 4" CONC. PAD L A/C _�'I ■ ■ ■ II ■ ■ 10 ■ ■ ■ II _ F== _ 18 A/C CHASE i i 18 11 I 18 M.O. I II M.O. I40 M.O. FIELD LOCATE A/C CHASE I li i A/C VERIFY LOCATION I I� W/ A/C TRADE L� _ _ 1f I II I 3 CD I 1 WB-S I I _ 4" WALL -- 6"'�VALC------� r-------------- --- --- DRYER WASHER i i y' -011 SPACE SPACE I 10, I I I i - - - II A'� -- I � I m 1�16772r6 ASSUMED ELEV. I_ W I� N ICIA I' I 9'-0ll v MASONRY OPNG. FOUNDATION PLAN 1 /4" = 1'-0" iMa 0'-0' ASSUMED ELEV. I II 101 II I I I ■ ■ ■ ■ ■ 'I - ASSUMED ELEV. _ ■ UNIT 6 SHEET NOTES REF. DWG. S-2 FOR DETAILS O 12' X 20" MONOLITHIC FOOTING W/ (2) #5 REBARS O 16' X 16' MONOLITHIC FOOTING W/ (2) #5 REBARS O 12' X 16' THICKEN EDGE W/ (2) #5 REBARS 12' X 16" THICKEN EDGE W/ (2) #5 REBAR O 8' X 16" THICKEN EDGE W/ (2) #5 REBARS © 30" X 30' X 12' PAD W/ (3) #5 BARS EACH WAY #5 DOWEL EMBED ACI STD. BEND 6" IN FTG. PROVIDE 25" PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. 0 6' -28' MASONRY OPNG. y�-d11 8'-811 20' -01, VERIFY LOCATION I� -1 3'x4'x 4" CONC. PAD L A�c_ ' ■ " ■ ■ ■ I■I NJ I ■ A/C CHASE I I M.O. I M.O. II FIELD LOCATE I I� VERIFY LACHASE OCATION I I'�' A/C W/ A/C TRADE --ji-JJ II I 3 4" WALL _ _____ ___ _____ --6��------,;----------------= ---- I DRYER WASHER i i 57 -O" F 11 SPACE SPACE II I I II I I------- I I I �---- -- I I 6" WALL 11 I'-?JII 2' I61 611 I I 2' -611 II01I II 32' -4" y�-411 13'-811 400 20' -01, 4' -811 VERIFY LOCATION I` 3'x4'x 4" CONC. PAD A/C� L — '�J II ■ ■ 10 II ---1t---- — — II A/C CHASE M.O. II FIELD LOCATE A/C CHASE I A/C VERIFY LOCATION I I� W/ A/C TRADE L� _ _ �J ■ 1 II 4" WALL- ----------------- y,-011 I ---------- �I II I II I --� -- wA L _ _ _= -3" ,1 1 I - 11 2-6 216 2'-611 -0 _4 I I -0'-4" ASSUMED ELEV. ( 0'-0" — ASSUMED ELEV. I ASSUMED ELEV. II I 104 I II II (LU C. En al I I 1 II I I I 3'-411 II II I II ■ I 9'-o" ■ ■ ■ ■ ■ ■ I 9' 011 I MASONRY OPNG. I _01_4" — I MASONRY OPNG. ASSUMED ELEV. LL_ 10 2� 1111 06 6 _2811 '1J 13 q `D 6'-811 MASONRYOPNG. - I.-y11 UNIT 5 4' CONC. SLAB MIN. W/ COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELL COMPACTED FILL TREATED FOR TERMITES. CUT 1' DEEP CONTROL JOINT EVERY 25'-0" EACH WAY AS REQUIRED. II 1 WB-S II I 1--6-WA1E'_ - DRYER WASHER FAIISPACE SPACE II � II 1 v 20' -0" VN 1,-y11 ASSUMED ELEV. O 6 � -281 II 6' -811 JI MASONRY OPNG. 33' -811 UNIT 4 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). PROFBSSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin °0 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 11-15-18 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN FOUNDATION PLAN DWG, WB-13 REV. 0