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07-16-004Y GENERAL NOTES 1, DO NOT SCALE DRAWIINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. IN EVENT OF CONFLICT NOTIFY ARCHITECT BEFORE PROCEEDING. 2. CONTRACTOR SHALL GOORDINATE WITH OWNER AND VARIOUS TRADES SO THAT PROPER OPENINGS AND CHASES SHALL BE PROVIDED, 3. TERMITE PROTECTION: 5/a° STucco oN a° BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROCTECTION AGAINST CONC. BLOCK WALL SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISH BY THE FLORIDA W/ n LADDER TYPE HCR. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS REINF, a 16" O.G. APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION STUCCO # 5 IN GROUTED CELL EACH SIDE ° OF WINDOW AT OR DOOR ° WHERE THE COLUMN IS NOT PROVIDED W1 ° 30" MIN. LAP 1�1, L 171 b. AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE " REINFORCED CELL D ETA ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE A-] SCALE: 3/4" = 1'-0" BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AN LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 4. CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPRESSIVE STRENGTH IN 2a DAYS AS FOLLOWS: FOUNDATIONS AND SLABS ON GRADE 3000 PSI ° COLUMNS AND BEAMS 3000 PSI 4 CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: FOUNDATIONS 3 INCHES COLUMNS 1-1/2 INCHES SLABS IN FILL W.W.F. AT CENTER OF SLAB INTERIOR ° 5, GROUT STRENGTH 3000 PSI WITH 3" MAX. SLUMP. 6. REINFCRGING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.5.T.1"1. A,oIS SPECIFICATIONS FOR NEW DEFCRMED BILLET STEEL AND TO GRADE 60 SPEC. WITH A MIN. YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED 5" x 3/16 TAPCON AND PLACED AS RECOMMENDED BY A.G.I. a lro" O.0 AND WITHIN 6" FROM END OF 7. WELDED WIRE FABRICS (U).W.F_) SHALL CONFORM TO A.S.T.M. A-105, DOUBLE W.W.F. 36" ON EACH SIDE OF BEARING WALLS AND 30" AROUND PERIMETER OF MONOLITHIC EACH BUCK FOOTINGS. a. CONCRETE MASONRY UNITS BE LOAD BEARING TYPE CONFORMING TO 4.6.T.M. C2-10, TYPE M. 9. ALL STRUCTURAL LUMBER SHALL BE #2 SOUTHERN PINE OR BETTER. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 10. ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE SEGURED WITH APPROVED METAL TIES, GLIPS AND ANCHORS TO TIE BEAMS OR BEARING PARTITIONS. PROVIDE PRODUCT CONTROL NOTICE OF ACCEPTANCE. 11. N.F.P.A. COMPLIANCE - EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM a" x a" MIN. DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN W/ 2#5O (TYP.)x 4 EMERGENCY WHEN LOCKED. ° ° 12. ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 13. ALL WINDOWS AND EXTERIOR SLIDING GLASS DOORS TO BE EQUIPPED WITH SCREENS 14, ALL PIPING AND CONDUCT UNDER SLAB SHALL BE A MINIMUM OF 2'-0" CLEAR OF UNDERSIDE OF FOOTING, 5 WINDOW 15. THE CONSTRUCTION DOCUMENTS COMPLY AND HAVE BEEN PREPARED IN COI" FLIANGE WITH THE RESPECTIVE 2004 EDITION OF FBC. A-2 SCALE: 3" = 1 "-0" PLOOID l=rzr-:;ENI:) ADDITIONS, REMODELING, REPAIRS, 4 COMBINATION FOLIO: 09-4025-023-04aO ADDRESS: 6521 SW ro3rd AVENUE, MIAMI, FL 3315-1 LOT: 7 BLOCK: 9 SUBDIVISION: COCOPLUI"1 TERRACE ADDDITION PART TWO PLAT BOOK: 4g PAGE: 7a COST OF CONSTRUCT ION - SCOPE OF WORK INTERIOR RENOVATION - COST OF WORK $ 2,000.00 ADDITION - COST OF WCRK - 1,227 SQSF. OF CONST. x (41 SQSF. LIVING SPACE): $57,663.00 TOTAL COST OF WORK: $53,669.00 THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATION OF COMPLETION IS ISSUED. IF ADDITIONAL REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, a OR WITHIN THE TRACING PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE cc WORK. IF THE PROPERTY IS DECLARED SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 10 OF THE MIAMI-DADE COUNTY CODE, 5.7 SQ.FT. MIN. OPNG. I Y 0. EGRESS WINDOW OPENING DETAIL FINISH FLOOR DOOR a 5"x3/lro" 0 TAPCONS a 4" a FROM ENDS 4 15' O.C. MAX. ON ° P.T. lx4 BUGK ANCHORm L '/2"P.BD.OR .JAMB E : 3" = 1'-0" 1/4"X 2" PANEL MATE MASONRY BOLT WITH 1-1/4" GAL. WASHER AND WASHERED WINGED NUT " X 4" WD. BUCK i :;HAULK AT CORNER TINGLE HUNG SEE ATTACHED PRODUCT `APPROVAL ACCEPTANCE #) 51REEN EXTERIOR -1A11P,BLE SILL 7,HAULK AT CORNER 20 GA. SINGLE PLY STORM PANEL SYSTEM (SEE ATTACHED PRODUCT APPROVAL ACCEPTANCE #) 5" x 3/1ro TAPGON a 16" O.0 AND WITHIN ro" FROM END OF EACH BuCK HEAD/SILL NU-VUE INDUSTRIES, INC. TRUSS ANCHOR - NVHTA 22 (TYP.) (24) 10d TO HEADER $ (24) 16d X 1.5" 20 ea (TYP.) NOA # 03-0224.10 EXP: MAY 22, 200a ,4..TO_P OF BE4m WOOD JOIST RUNNER STUD TRUSS 'PD. EA. SIDE ETAL STUDS (2(o GA) �" O.C. W/ BRACING D HEIGHT 'TOM METAL RUNNER STUD :EW TO CONC. FLOOR 2 TYPICAL WALL SECTION , A--1 / SCALE: 3 /4" = 1'-0" SCOPE OF WORK 1. ADDITION TO RESIDENCE OF CONCRETE BLOCK WALLS, FOOTINGS, CONCRETE FLOOR, EXTERIOR WINDOWS AND DOORS 2, NEW ROOF OVER ADDITION AREA 3. MISCELLANEOUS STUCCO WORK 4. PAINTING - EXTERIOR AND INTERIOR 5. PLUMBING - NEW MASTER BATH ro. MECHANICAL - NEW CU, AHU, AND DUCTS 7. ELECTRICAL - NEW OUTLETS, SWITCHES, AND LIGHTS LEGAL DESCRIPTION LOT 7, BLOCK 3 OF "CCCOPLUM TERRACE ADDITION PART TWO", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 49, PAGE 7a, OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, FLORI[DA. ZONING LEGEND ZONED RU-1 NET LOT AREA _ __ _ _ _ __ _ 10,434 SF FOOTPRINT ALLW'D. (60%) _ _ _ 6,260 Sf= EXISTING FOOTPRINT _ _ __ _ _ _ -1,522 SF PROPOSED ADDITION FOOTPRINT- - - - - 1,227 SF TOTAL PROPOSED FOOTPRINT 2,14'9 SF GALV, DRIP ON P.T. 1"X2" NAILER ON 2 "Xa" FASCIA BD. 1/2" STUCCO SOFIT W16" X 16" SCREENED VENT a 4"-0" O STUCCO ON a" CONC. BLOCK WALL W/ 09 LADDER TYPE HOR. REINF. a 1 ro " O.G. AND #a HOR. REINFORCEMENT a 16" O.G. , # 5 IN GROUTED CELL EACH SIDE OF WINDOW AT OR DOOR WHERE THE COLUMN IS NOT PROVIDED FIN. FLOOR FIN. GRADE TOP OF CONC. FTG. (o" CONCRETE DRIVEWAY ON WELL COMPACTED SAND 4 SOIL BASE MODIFIED BETUt IEN ROOF ON 30 # FELT TINCAPPED ON 5/0" DCX PLYWOOD SCREW TO RAFTERS W/ 106 a 6" O.C. a PANEL EDGES 4 INTERMEDIATE SUPPORTS, 10d a 4' O.C. a GABLE ENDS SLOPE: 1/4 "/FT MIN. 10' BATT INSULATION (R-30) 5/a" TYPE X GYP. BD. CLG. FINISH a" X 12" MIN. CONC. TIE BEAM W/ 4 # 5 BARS 4 2 #5 � X 5'-0" CORNER BARS BENT 30" EA. WAY, (4);'3 STIRRUPS a 12" O.G. a CORNER, 413 STIRRUP a 4a" O.C. REMAINING I" X 3' P. T. FIRE STOP AND AT MID PO NT 1/2" GYP. BD. TAPED 8 JOINTED ON 1' X 2' PRESSURE TREATED FURRING a 2'-0" O.C. WITH 3/4" INSULATION (R-3) 4" TILE BASE 4" REINFORCED CONCRETE SLAB WITH roX(o-W1.4xW1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON GLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. a a 12 "H x 16 "W CONC. FTG. W/ (2) #5 DIA. CONT., 8 2 #5 0 X 5'-0' CORNER BARS • �BENT 30" EA. WAY, 4 a TYPICAL WALL SECTION APPROVED SCALE: 3/4" = 1 r-0" MIAMI-DADS COUNTY HEALTH DEPARTMENT PERMIT #:__©. b I L-1 Lit DATE: SEPTIC TANK I o tj- o - CAI. (PAIN) DRAINFIELD _--- I._ ._._SQ. FT. (MIN) INSTALL ,_...._.. ':= SLIG1iTLY LIMITED SOIL UNDER t30-+ i W C1F RAINFi . INVERT ELEVATION _ o o 7 Met ✓o BOTTOM OF DRAINFIELD ELEVATED — "1-1 ef V- tv• PERIMETER OF EXCAVATION AREA SHALL BE AT LEAST 2 FEET WIDER AND LONGER THAN T?,C. PROPOSED ABSORPT:CN EED OR W.WN W/ a"xa" TH. EDGE — AREA or - EXISTING TREES ADDITION 25_m0' � IL II TO REMAIN ' 141.0 d LL-L �^ } I I .a5' � EXISTING RESIDENCE `) � ;I -EXISTING SHED a' a i aj 24' CO - EXIST'�NG OVERHEAD ELECTRIC SERV. - I EXISTING DRIVEWAY EXISTING I � , WATER METER - - 1 - - - 141.00' - - - 3 _ ' AIL 511 S.F. (la' X 31' -,3 z3 ` ONTRAL EXISTING 4' NIGH DRAINFIELD '- Q EX15TING 6O'��'�l`� CHAIN LINK FENCE I' WATER 6ERV. � ALVE 1050 GALLONS �' G SEPTIC TANK 3 SITE PLAN -v ' NORTH SCALE: 1 20'-0" w 0 a w z � 1- W ZQ�o Y Z j < _j W a D a p U 0 U (n W W 0 Z w W m F O m Q = w H :3U U O a " u. i 1. L L L o v V a a) v 4, Q LA x ca -2 m N w cn -OM ° a o c� r 4 •D N !n Q to rn '''''t n O in 01 W N d' to CO O - m ■► Z 00 N cu (v V `n r C) °J -j ,- rn G � v)p W N O O UJ 01 O r' W In 4� Ln L v) Lin c: LA 0 0 LA - U um'm 3)5 o= -- - C N a Y ' � W Q�M -J, G.C. GHE�_F ED C. M. D,: r" - 12-13-2006 s:Ai E AS SHOWN 22-2006 SH_- A-1 1 7 ;HE_T