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09-811-007\ \I I\ I� E �-!�1re EXISTIOG 24' -0" is t \g \ \a i (�1 EXISTING A.C.U., TO REMAIN (EXISTING MAIN RESIDENCE) L en�e + 43.00 - 45.08 ODBLE. WINDOWS N+ 43.00 - 45.08 13' -10" ODBLE. WINDOWS TRAY CLG. LIMITS ` FLUSH ` MAICK F.F.E. n v v n I I .cri l 0 0 - _- dini,ng room N 'A 25' -10" e\. it en - - - - TRAY CLG . LIMITS 1 I -- - - - - -- 30E8 LOUVERED e U I • `n I WD. BI -FOLD ' -0" 1 7' -2" 15' -0" 2668 WI. walk -in J I closet w BI -FOLD 001 I- _ --I o -I I ul I r Ld I H.W.H. 1 _ C 1��L \ N L.C. L - J ex. th 16 8 WD. 2868 WD. ° BI FOLD H.C. DR. o -- master bedroom N � N -7' -6" ex. e O ' -SAFETY I EGRESS 0 2' -6" 9' -0" 10' -7" ±347.811 ±347.801 55' -6" 12' -4" Cl! I rn I O u M Z Z + 43.00 - 45.08 ODBLE. WINDOWS + 43.00 - 45.08 16' -8" 6' -8" ODBLE. WINDOWS family -, room N , W 28' -8" 4' I FR. DRS. MTL. O (IMPACT) 6" I ,+ 41. 0 -344. 6 M 10' -0" COVERED PATIO o0en patio • + 43. 0 DBLE. w O ca 2668 WD. H.C. DR. DBLE. „ WINDOWS EGRESS 0 O DBLE. WINDOWS n9' 8' -4" ±347.811 CONC. PAD ±345.08 (SEE DETAIL) EXIST. CONDITIONS FLOOR PLAN &IMPROVEMENT PLAN GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, ALL MATERIALS, WORKMANSHIP & PRACTICES SHALL MEET THE REQUIREMENTS OF THE FOLLOWING : - THE 2007 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, CHAPTER 3 & 44 HVHZ. 2. THE LOCATION OF EXIST. UTILITIES & STRUCTURES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. 3. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ALL CONFLICTS TO THE ATTENTION OF THE ENGINEER. 4. ALL CONC, SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2,500 PSI © 28 DAYS. 5. REINFORCING BARS SHALL COMPLY W/ ASTM -A 615. 6. ALL SHOWER WALL LIMITS ARE TO BE IMPERVIOUS MATERIAL, 5' A.F.F. (MATERIAL AS PER OWNER SPECS.) FLOOR TILE & BASE TRIM ARE TO BE OF IMPERVIOUS MATERIAL 7. ALL SOIL & FILL UNDER FLOORS AND /OR WITHIN BLDG. PERIMETER SHALL HAVE SOIL TREATMENT FOR PROTECTION AGAINST TERMITES. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE CITY BLDG. DEPT. OR COUNTY, PRIOR TO SLAB BEING POURED. 8. INT. PARTITION WALLS SHALL BE 3 5/8 " -25GA. MTL. STUDS @ 16 "O.C. W/ 1/2" GYP. BOARD ECH. SIDE 9. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFLICTS PRIOR TO CONSTRUCTION. 10. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /AAMA 101 -93 & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPLIED. 12. GLAZING CONTRACTOR TO SUPPLY CONT. WEATHER STRIPPING AROUND ALL EXT. DOORS & WINDOWS. WINDOWS TO BE TINTED PER OWNER'S SPECIFICATIONS & ARE TO BE SET IN CAULK BEDS. 13. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24 IN HEIGHT, 5.7 SQ. FT. IN AREA, W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE F.F.E. AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE F.F.E. 14. ALL INTERIOR FINISHES, CARPET, TILE, ETC.. & FIXTURES, CABINETS, VANITY'S, REFRIG., SHALL BE THE MAKE & STYLE AS SPECIFIED BY PROPERTY OWNER, CONTRACTOR TO COORD. W/ OWNER PRIOR TO INSTALLATION AND /OR PURCHASE, ALL FINISHES & FIXTURES AS SPECIFIED SHALL MEET ALL MIN. STANDARDS OF THE F.B.C. 15. ALL INTERIOR & EXTERIOR FINISHES, PAINT, TRIM, BASEBOARDS, ETC.. SHALL BE AS SPECIFIED BY PROPERTY OWNER, CONTRACTOR TO VERIFY PRIOR TO INSTALLATION & CONSTRUCTION. 16. PROVIDE ATTIC ACCESS IN THE AREA INDICATED. THIS ACCESS SHALL BE 20" TO FIT BETWEEN ROOF TRUSSES & 36" LONG. (MIN. S.F. = 5.0 S.F.) 17. SHOWER & TUB, GLASS ENCLOSURES (ENTRY DOOR & SIDE PANELS) SHALL BE SAFETY GLASS (TYP., THROUGHOUT) SAFETY O + 45.00 - 347.81 EGRESS ODBLE. WINDOWS 8' -10" 6' -8" + 43.00 - 345.08 USE & OCCUPANCY CLASSIFICATION : RESIDENTIAL, GROUP "R" (R -3), F.B.C. SECTION 310 CLASSIFICATION OF WORK : ALTERATION, LEVEL -2, F.B.C. SECTION 304 3BD. /2BTH. ADDITION = 2183.00 S.F. O.A. o0en patio COLUMN BLOCK (TYP.) 21 COLUMN BLOCK (TYP.) N COLUMN BLOCK (TYP.) COLUMN BLOCK (TYP.) DOORMINDOW SCHEDULE: WINDOWS : SIZE MASONRY (R /0.) NAME MARK WIDTH HGT. WIDTH HGT. REMARKS S.H. #22 1 37" 4-0 37 3/4" 27" SINGLE - HUNG„ SHUTTERS REQ'D. 12-10 - N.O.A. NO. 08- 0527.15, EXP. DATE OPENING S.H. #23 2 2668 LOUVERED 37 3/4" 39 3/8" SINGLE - HUNG„ SHUTTERS REQ'D. z 3068 LOUVERED ^ WD. BI -FOLD - - - - - S.H. #24 j 3 - WD. 81 -FOLD A. H.IJ. j 37 3/4" 51 5/8" �? DOORS NAME MARK WIDTH SIZE HGT. MASONRY WIDTH (R /0.) HGT. REMARKS XCo, closet 36" 2868 WD. 868 WD• 82 1/4" I - closet - - - - -- H.C. DR. DR C 0 41 -`- - - closet Jc U 4068 WD. BI -FOLD _ 4068 WD. BI -FOLD 1 n 2663 WD. I BI-'-OLD 86k WD. bedroom N I- a C. R. I' bedroom ' -0" 0 12' -0„ 4 � _ EGRESS 0 O DBLE. WINDOWS n9' 8' -4" ±347.811 CONC. PAD ±345.08 (SEE DETAIL) EXIST. CONDITIONS FLOOR PLAN &IMPROVEMENT PLAN GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, ALL MATERIALS, WORKMANSHIP & PRACTICES SHALL MEET THE REQUIREMENTS OF THE FOLLOWING : - THE 2007 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, CHAPTER 3 & 44 HVHZ. 2. THE LOCATION OF EXIST. UTILITIES & STRUCTURES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. 3. THE CONTRACTOR SHALL VISIT SITE & VERIFY ALL EXIST. CONDITIONS PRIOR TO CONSTRUCTION & BRING ALL CONFLICTS TO THE ATTENTION OF THE ENGINEER. 4. ALL CONC, SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2,500 PSI © 28 DAYS. 5. REINFORCING BARS SHALL COMPLY W/ ASTM -A 615. 6. ALL SHOWER WALL LIMITS ARE TO BE IMPERVIOUS MATERIAL, 5' A.F.F. (MATERIAL AS PER OWNER SPECS.) FLOOR TILE & BASE TRIM ARE TO BE OF IMPERVIOUS MATERIAL 7. ALL SOIL & FILL UNDER FLOORS AND /OR WITHIN BLDG. PERIMETER SHALL HAVE SOIL TREATMENT FOR PROTECTION AGAINST TERMITES. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE CITY BLDG. DEPT. OR COUNTY, PRIOR TO SLAB BEING POURED. 8. INT. PARTITION WALLS SHALL BE 3 5/8 " -25GA. MTL. STUDS @ 16 "O.C. W/ 1/2" GYP. BOARD ECH. SIDE 9. VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS & WINDOWS BEFORE CONSTRUCTION NOTIFY ENGINEER OF CONFLICTS PRIOR TO CONSTRUCTION. 10. ALL WINDOWS & DOORS BEING INSTALLED, SHALL MEET THE CURRENT REQUIREMENTS FOR MISSILE IMPACT RESISTANCE & TOLERANCE. WINDOWS SHALL MEET ANSI /AAMA 101 -93 & AAMA 1302.5 FOR RESIDENTIAL SPECIFICATIONS ON FORCED ENTRY RESISTANCE OR HURRICANE SHUTTERS SHALL BE APPLIED. 12. GLAZING CONTRACTOR TO SUPPLY CONT. WEATHER STRIPPING AROUND ALL EXT. DOORS & WINDOWS. WINDOWS TO BE TINTED PER OWNER'S SPECIFICATIONS & ARE TO BE SET IN CAULK BEDS. 13. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24 IN HEIGHT, 5.7 SQ. FT. IN AREA, W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE F.F.E. AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE F.F.E. 14. ALL INTERIOR FINISHES, CARPET, TILE, ETC.. & FIXTURES, CABINETS, VANITY'S, REFRIG., SHALL BE THE MAKE & STYLE AS SPECIFIED BY PROPERTY OWNER, CONTRACTOR TO COORD. W/ OWNER PRIOR TO INSTALLATION AND /OR PURCHASE, ALL FINISHES & FIXTURES AS SPECIFIED SHALL MEET ALL MIN. STANDARDS OF THE F.B.C. 15. ALL INTERIOR & EXTERIOR FINISHES, PAINT, TRIM, BASEBOARDS, ETC.. SHALL BE AS SPECIFIED BY PROPERTY OWNER, CONTRACTOR TO VERIFY PRIOR TO INSTALLATION & CONSTRUCTION. 16. PROVIDE ATTIC ACCESS IN THE AREA INDICATED. THIS ACCESS SHALL BE 20" TO FIT BETWEEN ROOF TRUSSES & 36" LONG. (MIN. S.F. = 5.0 S.F.) 17. SHOWER & TUB, GLASS ENCLOSURES (ENTRY DOOR & SIDE PANELS) SHALL BE SAFETY GLASS (TYP., THROUGHOUT) SAFETY O + 45.00 - 347.81 EGRESS ODBLE. WINDOWS 8' -10" 6' -8" + 43.00 - 345.08 USE & OCCUPANCY CLASSIFICATION : RESIDENTIAL, GROUP "R" (R -3), F.B.C. SECTION 310 CLASSIFICATION OF WORK : ALTERATION, LEVEL -2, F.B.C. SECTION 304 3BD. /2BTH. ADDITION = 2183.00 S.F. O.A. o0en patio COLUMN BLOCK (TYP.) 21 COLUMN BLOCK (TYP.) N COLUMN BLOCK (TYP.) COLUMN BLOCK (TYP.) DOORMINDOW SCHEDULE: WINDOWS : SIZE MASONRY (R /0.) NAME MARK WIDTH HGT. WIDTH HGT. REMARKS S.H. #22 1 37" 26" 37 3/4" 27" SINGLE - HUNG„ SHUTTERS REQ'D. 05-21-11 (DOOR) - N.O.A. NO. 08- 0527.15, EXP. DATE 07-11-12 (WINDOW) S.H. #23 2 37" 38 3/8" 37 3/4" 39 3/8" SINGLE - HUNG„ SHUTTERS REQ'D. z M N LO >� mLo S.H. #24 j 3 j 37" 50 5/8" j 37 3/4" 51 5/8" j SINGLE - HUNG„ SHUTTERS REQ'D. DOORS NAME MARK WIDTH SIZE HGT. MASONRY WIDTH (R /0.) HGT. REMARKS 3068 A 36" 80" 41 1/2" 82 1/4" EXT. FR. IMPACT DRS. C 0 W (BASED ON ASCE 7 -05, 146mph. WIND LOAD, EXPOSURE "C ") - N.O.A. NO. 05- 1215.01, EXP. DATE 05-21-11 (DOOR) - N.O.A. NO. 08- 0527.15, EXP. DATE 07-11-12 (WINDOW) RZVISIONS BY 0� O U- W "' Z U V- Z"' WQ 0 Of O L U) L 0 ^� v/ QW ■ , , Q_ � w ZD z Lv W Cn 0 W Z2`) WJ`i DON 4- V NW L.� '"A tA e 4j I J+ , JQJ DATE AUG., 2009 SCALE 1/4"=l'-O" BY C.R.W. joB _W U O `v C O N V ul� 00 0 LO z M N LO >� mLo •> o C" o c o 0 m Ln c: � E o & z O `& � ° 0 d _ � 3 O V♦ c 0) � L) Lf) C 0 W Jc U '"A tA e 4j I J+ , JQJ DATE AUG., 2009 SCALE 1/4"=l'-O" BY C.R.W. joB AU -0943 SHT A-1