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I' III I CI 11 l I I I I _ -_ U I I I II I I I I I I p; I'grl nnIIII F p!Tlill;1191l1" 111"T I 14I 11 ni 1 11__ LL I SOIL AND FOUNDATION NOTES 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. FBC 104.2.6 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM SIDE WALLS. FBC 1503.4.4 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-O" OF THE BUILDING SIDE WALLS. FBC 1503.4.4 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. FBC 1816.1.1 5. INITIAL TREATMENT SHALL BE DONE AFTER EXCAVATION AND BACKFILL IS COMPLETE. FBC 1816.1.1 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. FBC 1816.1.2 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. FBC 1816.1.3 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. FBC 1816.1.5 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. FBC 1816.1.5 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. FBC 1816.1.6 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER, SHALL BE RETREATED. FBC 1816.1.6 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. FBC 1816.1.7 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." FBC 1816.1.7 14. AFTER ALL WORK IS COMPLETE, LOOSE WOOD AND FILL MUST MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. FBC 2303.1.3 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. FBC 2303.1.4 16. SAW CUT JOINTS WITHIN 36 HOURS OF PLACING THE CONCRETE. 17. SPACE JOINTS AT 25 FEET ON CENTER MAX. 18. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 19. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETED, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. 2X DOUBLE TOP PLATE 00 EXISTING GRADE —� 0 PSI CONCRETE SLAB W SLAB W/ 6x6xwl.4xw1.4 wwF MOISTURE BARRIER & TERMITE iREATED, COMPACTED SOIL FLOOR DRAIN F.F.EL.144.10 1. 3" DROP IN FLOOR LEXISTING 1= __ GRADE I— 4" �DRAIN' — ��____= '—-11--II— III —I IIII—_ - 111� 1= =I El1= =I = = _ 1 LANAI LIGHTING, REFER TO THE ELECTRIC PLAN FOR LOCATIONS. LANAI 1 /2" STEP DOWN FOR HC PERSONS SLOPE 1"— 3 4" WATER LINE— — / _ 4'-3000 PSI CONCREfE- -_SLAB W/ 6X6xW1.4xW1.4 WWF I— 1 MOISTURE BA & RRIER �I Icl P IT I I I I=� =4" DRAIN_ I III —I I I SOIL I I —I I Fl I I- sAwITA► oRaN I I I —I I II I I —I — =1 —I 1 —=1 I —I III —I —I I —III I —I 11.2" STORM EXISTING GRADE � a =_ f NOTE: _ I LIXISTING GRADE CONTRACTOR TO USE REGULAR BLOCK BELOW GRADE AND SPLIT FACE BLOCK ABOVE GRADE. CORN BARS LI s" 0 3 IMP & CORNERS SPLICES 30" MIN. LISP EACH SIDE I I I I W/6-16d6d NAILS IN STUD I I Iv I AND W/6-16d NAILS IN THE HEADER, 1090, PG.71 99A" 99 B 99 99 c 99 99 D 99 79 E 99 NOTES: METAL EXTERIOR STORAGE 16d NAILS ® 1. CONTRACTOR TO FIELD VERIFY ALL DOOR 16d NAILS @ 16" O.C. EACH DOUBLE HEADER SWINGS BEFORE ORDERING THE DOORS. 16" O.C. EACH FACE W/1 /2" PLYWOOD FACE CENTER PER 2. DOOR TYPE "D" IS A FULL METAL SCHEDULE EXTERIOR DOOR. __r2X JACK STUDS PER SCHEDULE DOOR TYPES EACH SIDE 2X KING STUD-TYP. 16d NAILS 16" O.C. EACH FACE USP-TDX6 000 OpFNj y P.T. BOTTOM PLATE TYPICAL HEADER DETAIL FOR EXTERIOR WALLS, BEARING WALLS AND WINDOWS. EXCEPT WHERE SPECIFIED OTHERWISE ON PLANS HEADER SCHEDULE — ONE FLOOR ONLY OPENING SIZE HEADER SIZE # OF JACK STUDS UP TO 3'-6" 2 - 2"X6" W/1/2" 1 - EACH SIDE 3'-6" TO 4'-5" 2 - 2"X8" W/1 /2" 2 - EACH SIDE 4'-5" TO 5'-5" 2 - 2"X10" W/1/2" 2 - EACH SIDE 5'-5" TO 6'-3" 2 - 2"X12" W/1/2" 2 - EACH SIDE REFER TO FBC 2006 SUPPLEMENT FOR SPANS GREATER THAN ABOVE AND FOR 2 FLOORS. TABLE 2308.9.6, PAGE 23.42. 99J — A 99 99J — B 99 99i — C 99 JAMB TYPES ALL JAMBS ARE STEEL U.O.N. W/ MIN. 3" COVER. 3000 PSI CONCRETE FILL COMPACTION: SECT 10 N 2 COMPACT TO A MINIMUM OF 95% MAXIMUM DENSITY SCALE: 3/8•_,'—O• ^ `r IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. CEMENTOUS SEAL TOP & BOTTOM — 42" HIGH HAND RAIL COLOR AND STYLE PER OWNER. 42" HIGH HAND RAIL COLOR AND STYLE PER OWNER. 4'-3000 PSI CONCRETE Is SLAB W/ 6X6XWI.4XWI.4 WWF MOISTURE BARRIER & TERMITE TREATED, COMPACTED SOIL RAMP GRADES VARY :IN it Ii _ ia am t li I :I I: ■ EXISTING 0 CORNERS SPLICES � COVER. ,,, PSI CONCRErE 4"-3000 PSI CONCRETE SLAB W/ 6X6XW1.4XW1.4 WWF MOISNRE BARRIER & TERMITE TREATED, COMPACTED SOIL NOTE SLOPE DECK TO DECO DRAINS. POOL DECK 11= LLL—I 11-1 1 I =1 LEXISTING GRADE 3-0 BARS O 9- O.C., LAP & CORNERS SPLICES O 30" MIN. W/ MIN. 3" COVER. 3000 PSI CONCRETE NOTE: FIRE RETARDING PLYWOOD 4' EITHER SIDE OF SMOKE TRUSS. SMOKE TRUSS BLOCK WALL NTS BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. 42745 tw rb�� M. ALI SHASTI-NAZEM, S., E. FLORIDA LICENSE 4 74 -3 _ = o DATE VAUD WITHOUT FOR SEAL OR U) z 0 w Elf 0}0 a 0 ZN M st 1A c0 h t0 00 b � 00 O 00 o) rt r O 4t: O tl oU oo 'o- ti cv 00 U W DATE: 3-1-10 SCALE: NOTED FIELD BK DRWN BY.• CET CHECKED alms SHFXT NO. 4 of 15 AEC PROJECT NO. 0965E a