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11-1075-017FILL COMPACTION FILL SHALL BE CLEAN WELL GRADED SAND, CLAS5IFICAT ION 5W PER A5TM D©2467 -G9 WITH LE55 THAN 12% PA551NG #200 SIEVE, TO BE VERIFIED BY 51EVE ANALY515 AND REVIEW BY THE ENGINEER PRIOR TO DELIVERY TO THE JOB SITE. FILL MATERIAL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" AND COMPACTED TO 95% MODIFIED PROCTOR (A5TM D 1557-76). AT LEAST ONE DENSITY TEST 51-1ALL BE MADE PER 2500 SQUARE FEET OF COMPACTED AREA. THE RESULTS OF PROCTOR TESTS AND FIELD DENSITY TESTS SHALL BE FURNISHED TO THE ENGINEER. SOIL STATEMENT FOUNDATION SYSTEM CON515T5 OF SHALLOW SPREAD FOOTING BEARING ON UNDISTURBED UMEROCK. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE 501L BEARING PKE55URE OF 2000 P5F, THE CONTRACTOR SHALL CONTACT THE A/E TO INSPECT THE 501L CONDITIONS AND SUBMIT SIGNED AND SEALED LETTER TO THE BUILDING DEPARTMENT ATTE5TING THAT THE 51TE HAS BEEN 0155EPVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO TH05E UPON WHICH THE DESIGN 15 BA5ED. L_ GROUND FLOOR AND FOUNDATION PLAN r SCALE : 1/4"=l'—O" GENERAL NOTES: SOIL STATEMENT: REFER TO THIS SHEET, 2 PLACE ALL CONCRETE SLAB OVER 8 MIL VAPOR BARRIER OVER TERMITE TREATED, CLEAN & WELL COMPACTED FILL. FILL SHALL BE COMPACTED UP TO MINIMUM 95% OF PROCTOR MAXIMUM DRY DENSITY, DENOTES 8" MASONRY BEARING WALL REINFORCED W / #9 GALV. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. PREFAB. WD TRUSSES @ 24" O.C. (MANUF. TO SUBMIT SHOP DWGS FOR ARCHITECT, APPROVAL) 12 �6 0 0 3,x,3 (3) 1/2"0 THRU BOLTS (TYP.) • 1 eu o CONC. TIE BEAM ^' (SEE BEAM SCHEDULE) 1/2" PMJ. 4" CONC. FLOOR SLAB ( I (SEE FOUND. PLAN) I I ' 4 • — — .. _ . _ _ — —. — — — — — — — — _ —. . — — —. _ I 6 MIL. VISQUEEN W. W. F. 1' -6" LAP SPLICE — jl CONT. CONC. FTG. 1. ! (SEE SCHEDULE) a -^4 '•. . 1/2 "0 LAG BOLTS x 1' -0" W/ 1 1/2 "0 x 3/16" WASHER (TYP.) 12 12.5 8d NAILS @ 4" O.C. TOP OF Root .T.B. MV EL. + 1(' 0 " (DA TUM) 1 "x 6 "T& G 3'-0' O.H. (TYP.) WOOD SOFFIT 3 "x 8" WOOD RAFTERS @ 24" O.C. (TYP.) 4 "x8" P.T. WOOD MEMBER INSTALLED BETWEEN WOOD TRUSSES W/ (2) 1/2 "0 x 1' -6" AB @ 12" NOTE : ALL WOOD IN CONTACT WITH CONCRETE OR CMU TO BE PRESSURE- TREATED AS PER F.B.C. 2304.11 PROVIDE #9 GAGE HORIZ. LADDER TYPE JOINT REINF. @ EVERY OTHER COURSE. # 6 @ 48" VERT. IN BLOCK CELLS FILLED W/ 3000 PSI CONC. GROUT (BEYOND) _ TOP OF FINISH FLOOR o v EL. + 0' -0" X J m vg FINISH GRADE (VARIES) co TYPICAL WALL SECTION. SCALE : 3/4" = 1' -0" .Q.xI• . „'X .T. X' WELL COMPACTED FILL 8 MIL VAPOR BARRIER CONC. SLAB ON GRADE 1 # 5 CONT. c� �+ I THICKENED `.SLAB EDGE DETAIL (T.E. SCALE: 3/4" = l'—O", NOTES: JV f)yr I.) TOP OF NEW FOOTING ELEV. TO MATCH EXISTING 2.) C.J. DENOTES A I" DEEP x 1/8" WIDE SLAB SAW -.CUT. 3.) DRILL & EPDXY VERT. REINF. 6" INTO EXISTING FOOTING. 4.) DRILL & EPDXY NEW FOOTING REINF. 6" INTO EXISTING FOOTING secricm 2 #5 CONT. rr� � i /_ DRILLED & EPDXIED 5" INTO EXISTING FOOTING. 3 SECTION ��sJ-1 SCALE: 3/4" = 1' -0" _ z N- JV f)yr I.) TOP OF NEW FOOTING ELEV. TO MATCH EXISTING 2.) C.J. DENOTES A I" DEEP x 1/8" WIDE SLAB SAW -.CUT. 3.) DRILL & EPDXY VERT. REINF. 6" INTO EXISTING FOOTING. 4.) DRILL & EPDXY NEW FOOTING REINF. 6" INTO EXISTING FOOTING secricm 2 #5 CONT. rr� � i /_ DRILLED & EPDXIED 5" INTO EXISTING FOOTING. 3 SECTION ��sJ-1 SCALE: 3/4" = 1' -0" 4 0 1 j D ,R OJ3820 �- �C I�V /sTFR RG�1� ED A Q D 0 J LL Q Q 0 O W d� W LLJ 'I � W W z �'n Q V / VI / W 0 �I F- N 00 � W — Q IV- 0 LO 0 �1- O U) QD (D Cll 0 U U Q Date: 09/28/11 Revisions: ALL NEW & EXISTING MASONRY VyAtlk� TO BE REINFORCED W/ #6 @ p''..•••••.�, VERTICALS IN GROUTED CELL` 36956 Q 6 o ; 'ATE OF ABRAHAM ARVELO % ��ti • . N i 91 NCB N ARVELO AND ASSOCIATES, INC. STRUCTURAL ENGINEERS 4848 SW 74th CT., MIAMI, FL (305) 667 -7628 CERTIFICATE# EB- 0007321 01 # II�p 1.1 SEAL Smi Sheet 1 of 4 7 N- I J >0 � Ln Q W CD � z�l N <C i 00 V, 0 z Qd0 . = Lo n Q 4 0 1 j D ,R OJ3820 �- �C I�V /sTFR RG�1� ED A Q D 0 J LL Q Q 0 O W d� W LLJ 'I � W W z �'n Q V / VI / W 0 �I F- N 00 � W — Q IV- 0 LO 0 �1- O U) QD (D Cll 0 U U Q Date: 09/28/11 Revisions: ALL NEW & EXISTING MASONRY VyAtlk� TO BE REINFORCED W/ #6 @ p''..•••••.�, VERTICALS IN GROUTED CELL` 36956 Q 6 o ; 'ATE OF ABRAHAM ARVELO % ��ti • . N i 91 NCB N ARVELO AND ASSOCIATES, INC. STRUCTURAL ENGINEERS 4848 SW 74th CT., MIAMI, FL (305) 667 -7628 CERTIFICATE# EB- 0007321 01 # II�p 1.1 SEAL Smi Sheet 1 of 4 7