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07-18-06 (9)r TERMITE PROTECTION (PER FBC SECTION 18161.7) I - PROVIDE TERMITE PROTECTION INCLUDING PRE- CONSTRUCTION TREATMENT PROTECTION AGAINST 5U[3TEKRANEAN TERMITES. 2- A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BLDG. DEPARTMENT BY A LICENSED PF5T CONTROL COMPANY THAT INCLUDES THE FOLLOWING STATEMENT: "THE BLUILDING HAS RECEIVED A COMPLETE TERMITES. TREATMENT IS IN ACCORDANCE WITH TREATMENT FOR THE PREVENTION OF SUDTERRANEAN RULES AND LAWS'ESTABLISHED BY THE FLORIDA DEPARTMENT Of AGRICULTURE AND CONSUMER SERVICES". BEAM REINF. REINF. CONC. TIE BEAM DETAIL N.T.S. CORNER ,B AWL f23 STIRRUPS [90 HOOK ® 2 O.C. BALANCE 2'-6' LONG # 3 @ 48" O.C. 4 ## r STIRRUPS ® '12 O.C. BALANCE #3 @ 48" O.C. CORNER REINFORCING N.T.S. NOTE: PROVIDE 8" X 8" CONC. BOND BEAM WITH 2 #5 REINF. BARS OR A MIAMI -DADS CO. APPROVED W/ P.G.A. CONCRETE LINTEL ABOVE ALL WINDOW OPENINGS. �— 5/8" PLYWOOD SHEATHING NAILED TO RAFTERS @ 6" O.C. W /10d NAILS, SHEATHING TO BE COVERED W/ 43# BASE SHEET T.C., COV. W/ 2 -PLY FIBERGLASS HOT MOPPED & TOPPED W/ ALUM. COATING SEE ANCHORAGE DET'L.PAGE 3. 1' -6" 2" SLOPE PER FT. O.H. 3" x 3"26 GA. MTL. EAVE DRIP 2" x 10" WD. JOISTS @ 16" O.C. INS. BATT (R--19 tttutstc�utn° 1/2" GYP. BD. ON 1" x 3" WD. FURR. STRIPS @ 24" O.C. 1 "x4 "P.T.VVD. FIRESTOP 1/2" GYP. BD. APPLIED TO 1" x 2" P.T. FUIRR. STRIPS @ 24" O.C. R-5.0 INSUL. BETW. STRIPS EXISTING CONC. PAD WD. BASEBD. 1/2" EXP. JT. EXISTING 8 "' THK. CONC. SLAB W/ 6" x 6 #10 WWM ON 6 MIL. POLYETHYLENE VAPOR BARRIER NEW 16" x 110" CONC. WALL FTG: W/(3) — #5 CONT. typ. wall section \1l4 r .4 •P.� �1" x 2" WD. BLOCKING \ \ 2" x 12" P.T. WD. FACIA 30# FELT & MTL. RIB, LATH COV. W/ EXT. STUCCO 3 "X22" VENT $ INSECT SCREEN @ 48" O.C. \ NOTE: PROVIDE (2) #5 x 60" LONG BENT CORNERS (30" EA. WAY) TO ASSURE BEAM � CONTINUITY 8" x 12" CONC. TIE BM. W/ (4) — #5 & #3' 48" O.C. NOTE: 1st (4) — #3' TO BE @ 12" O.C. @ CORNERS REINF. MASONRY STL. BEYOND EXT. STUCCO TO MATCH EXISTING Q O N. GRADE ZONE 4 +52.00 -56.07 ZONE 4 +52.00 - -56.07 TYPE REMARKS WF ---16 16" X 16" CONT. MONOLITHIC W/3 #5 BAR CONT. TYPE REMARKS S. C. 8" X W 12" W/4 , O.C. #5 VERT. 3 TIES 12 (EXIST. HOUSE) IF2ET 1 9, 00 A%C MIN. CLEAR REQ'D.(TYP). scale: 3/4 " =1' -0" S 2 1' 12' -9" 1' 12' -9" rr..._._.— -- .— . - - - -- - --- - - - - -- I I I — I I I (o • I I I I I � _ I WF- --16 • FILLED CELL W/ 1 #5 REINF. BAR (TYPICAL) NEW 16" X 12" CONTINUC CONCRETE FOOTING WITH REINF. BARS TO REMAIN EXISTING 8" CONC. SLAB NEW 8" X 12" CONCRETE COLUMN — W/ 4 #5 REINF. BARS AND # 3 TIES ® 12" O.C. (TYPICAL)ADD 3 #5 HORIZ. DOWELS EMBED 6" MIN. INTO EXISTING HOUSE WALL W/ EPDXY FOUNDATION PLAN SCALE : 1/4"=1"-0" 1 (D I LL_I �I 1' 0 O r (PROPOSED NEW ADDITION) EAST ELEVATION SCALE 1/4'0=1"-091 +49.60 —54.30 Eel (PROPOSED NEW ADDITION) S (EXIST. HOUSE) NORTH ELEVATION SCALE 1/4"=1"-0" FOOTING SCHEDULE MARK TYPE REMARKS WF ---16 16" X 16" CONT. MONOLITHIC W/3 #5 BAR CONT. TYPE REMARKS S. C. 8" X W 12" W/4 , O.C. #5 VERT. 3 TIES 12 TIE BEAM & COLUMN SCHEDULE MARK TYPE REMARKS S. C. 8" X W 12" W/4 , O.C. #5 VERT. 3 TIES 12 SEE PLAN FOR LOCATION T. C. 8' X W 12" W/4 ,115 VERT. 3 TIES 12 O.C. SEE PLAN FOR LOCATION T. B. 8" " 3 I 5® OR,T @ OPENINGS W/ #3 TIES @ 8" O.C. (EXIST. HOUSE) (EXIST. HOUSE) ,� (PROPOSED NEW ADDITION) WEST ELEVATION SCALE : 1/4"=1"-0" REVISIONS: Dy: LA Li Q WW�a�"' I I o��� W to � z 0M4i[q 5-� w o a i � c0 p� 0v�Q�� Z©U`� ro �¢ QU U �L� z J LL C Q Ld Q Q0 O W � � u (�Qo o I w N-) z U) .. =o LiJ �Qd CL C) Q LLJ .. o w 0 w Q z _D Qo° Project No.: 0603 -28 Date: 03- 30- -2006 Drawn By: D.P. SCALE: NOTED Sn/ eet No. 2 2 of 3