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09-305-004b rn EXISTING EXISTING GROUND FLOOR PLAN TO BE LEGALIZED 1/4"=11-0ff EXISTING IT C1 EXIT MANICUR 5HAPOO EXISTING �z AREA BATH AREA NEW Z 5MAPOO z , NEW AREA NEW I ❑ 7, INSTANT z , WIH NEW Z EX15TING WHILPOOL �z PEDICURE SPA 5TILING AREA �2 F1 HU ;z RECEPTION O yMANICURE AREA 16-01/2- NEW BEAUTY SALON: REMAIN) WORK CLASSIFICATION: INTERIOR LEGALIZATION W FEBC2004 Chapter 3,(Section301 & 303) TYPE OCCUPANCY CLASSIFICATION: GROUP B / BUSINESS SCOPE OF WORK (Chapter 3) FBC 2004 1 GROSS AREA: 1,177.29s.f. 6'-W OCCUPANCY LOAD: 1,177.29s.fJ100s.f.=12 PERSONS THE PROPOSED SCOPE OF WORK CONSIST OF: FBC 2004 Chapter 10, Table (1004.1.1) GET PERMITS FOR NEW BEAUTY SALON. 2 WORKS TO BE PERFORMED: LOT 9, LESS THE NORTHWESTERLY 16.00 feet IN BLOCK I a-) FLOOR PLAN WORKS: PLAN TO REMAIN A OF; "LARKING PINES" ACCORDING TO THE PLAT THEREOF b-) ELECTRICAL WORKS: NEW RECEPTACLES,NEW AS RECORDED IN PLAT BOOK 24 AT PAGE 20 OF THE CONNECTORS FOR TV.AND PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. NEW INSTANT WATER HEATER AND LOT 9-A OF THE "REVISED PLAT OF LARKIN PINES" c-) MECHANICAL WORKS: PLAN TO REMAIN (ADD TWO ACORDING TO THE PLAT THEREOF AS RECORDED NEW EXHAUST FAN AND FRESH AIR IN PLAT BOOK 53 AT PAGE 41 OF THE PUBLIC TO AHU CLOSET RECORDS OF MIAMI-DADE COUNTY, FLORIDA. d-) PLUMBING WORKS: NEW FOUR LAVATORIES, NEW I MAW TWO WHILPOOL PEDICURE SPA AND NEW INSTANT WATER HEATER WALL LEGEND: / /, // INDICATES EXISTING RESIDENCE INDICATES EXISTING 8"x8 "x16" D MASONRY UNITS. INDICATES EXISTING PARTITION THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE WITH FBC 2004 & 2006 SUPPLEMENT. DOOR 4 WINDOW WAEPULE (EXISTING TO REMAIN) No. W H TYPE MAT FRAME REMARKS 1 V-0' 6'-W &JJM RUID.4CLASS W. mJ 2 Y-0m 6'-81 S" k MTL ALLPL A 3'-4' Y-92 FIXED CLASS ALUM. B . ill . FIXED I MAW A-Ull EX15TING 0 1 1 EX C AI TV D1 A ki 1 1/20 MOE EXISTING EXIT > LIFE SAFETY PLAN 1/4 71 =1 1-0 11 #TRAVEL D15TANCE LIMIT: 200 FT. MEASURED TRAVEL DISTANCE : 39 Fl. -COMMON PATH LIMIT: 15 FT. MEASURED MAX. COMMON PATH : 71 FT. SPA m NEW PAC 4,16A 128 M, Uk INTERIOR FINISHED (AS PER F.B.C. TABLE 803.5)-UNSPRINKLERED (AS PER N.F.P.A. TABLE A.10.2.2) I.- ROOMS AND ENCLOSED SPACES: CLASS "C" 2.- EXIT ACCESS CORRIDORS AND OTHER EXITWAYS: CLASS "B" CLASS W: FLAME SPREAD INDEX 0-25 SMOKE-DEVELOPED INDEX 0-450 CLASS "B": FLAME SPREAD INDEX 26-75 SMOKE-DEVELOPED INDEX 0-450 CLASS "C ": FLAME SPREAD INDEX 76-200 SMOKE-DEVELOPED INDEX 0-450 GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS, ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5. CONTRACTOR/O WNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE & FINISHED FLOOR ELEVATIONS NTH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT PROJECT. ml r A ^r alA' 1 2^ TJ Mr -^r1/1 \11111911 I'r%,# ^I-' 'VLA O%r%Lrmrr!k A ^'r^rl F4 tL[=_VATKA4 2 (EXisnNG) SCALE ILTA EXISTING 314"- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 1.25! 1.4V 7 50' w/r S 80* 28' 00"W 50.01Y 50, 3'4"- W�_ 50. 10.80' D* H=6* So. fl. O� 7 7.50' 0. 0.& S 5 " 8 EESTNO L) WGA TANK U1, i , Orkffiol Late Line—z Slab G 3 /4 Y3 oo R UJ 0 -cw V-1 30.05! WE co UJ w 1.24! Bldg. qr. w Enc.. 0.08"- w (L Bldg. :5 LL Z 0 Cn ExunNG w rl*% ONE STORY CM 15.03' > a — ­ 0.0 w AC RES. # bM6 Bldg. -2 00 C; Tie w Foot Print 1177.30' !2 CV) ccen) CIO) Go FL INTERIOR I )ALIZZATION 1100 C:) C) — 0 CO NEW BEAUTY SALON C) c, 3&1 OP 0.99' Z LL 00 rRd Bldg . J co g. (1,V729 aqft.) E5 Tie Tie W Ion y N U) 45.08* Z3 LCq w Conc. Sob 0 ....... Cq BXWrM HANDICAP FANKPO SPACE 11AFWAft SPACE •4 5,--(r 1.23' Bldg. ar. Enc. D21' Bldg. 41.50. A Ln N WKISTM F) tV Ln PAISOM &RACIN 4 M LO Aspholt Z NMTNS PA190ft SPACE 02 Irk 0; L16 0 exletm rAMM SPACE q UA 4 0.80, - L50075qz Dim Sq. Ft Found 0 1P. -Nal 00. RIP. 0_150f S 80.2s' nnmw rn nrV FUE-0 EXIT 51GN AND If S' SdwIk EMERGENCY LIG COMBO UNIT cq 1111 BATTERY BACK -UP (TYP. AT ALL EXIT EXTERIOR DOORS) WAITING AREA WAITING ARFA LIFE SAFETY PLAN 1/4 71 =1 1-0 11 #TRAVEL D15TANCE LIMIT: 200 FT. MEASURED TRAVEL DISTANCE : 39 Fl. -COMMON PATH LIMIT: 15 FT. MEASURED MAX. COMMON PATH : 71 FT. SPA m NEW PAC 4,16A 128 M, Uk INTERIOR FINISHED (AS PER F.B.C. TABLE 803.5)-UNSPRINKLERED (AS PER N.F.P.A. TABLE A.10.2.2) I.- ROOMS AND ENCLOSED SPACES: CLASS "C" 2.- EXIT ACCESS CORRIDORS AND OTHER EXITWAYS: CLASS "B" CLASS W: FLAME SPREAD INDEX 0-25 SMOKE-DEVELOPED INDEX 0-450 CLASS "B": FLAME SPREAD INDEX 26-75 SMOKE-DEVELOPED INDEX 0-450 CLASS "C ": FLAME SPREAD INDEX 76-200 SMOKE-DEVELOPED INDEX 0-450 GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS, ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5. CONTRACTOR/O WNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE & FINISHED FLOOR ELEVATIONS NTH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT PROJECT. ml r A ^r alA' 1 2^ TJ Mr -^r1/1 \11111911 I'r%,# ^I-' 'VLA O%r%Lrmrr!k A ^'r^rl F4 tL[=_VATKA4 2 (EXisnNG) SCALE ILTA EXISTING 314"- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 1.25! 1.4V 7 50' w/r S 80* 28' 00"W 50.01Y 50, 3'4"- W�_ 50. 10.80' D* H=6* So. fl. O� 7 7.50' 0. 0.& S 5 " 8 EESTNO L) WGA TANK U1, i , Orkffiol Late Line—z Slab G 3 /4 Y3 oo R UJ 0 -cw V-1 30.05! WE co UJ w 1.24! Bldg. qr. w Enc.. 0.08"- w (L Bldg. :5 LL Z 0 Cn ExunNG w rl*% ONE STORY CM 15.03' > a — ­ 0.0 w AC RES. # bM6 Bldg. -2 00 C; Tie w Foot Print 1177.30' !2 CV) ccen) CIO) Go FL INTERIOR I )ALIZZATION 1100 C:) C) — 0 CO NEW BEAUTY SALON C) c, 3&1 OP 0.99' Z LL 00 rRd Bldg . J co g. (1,V729 aqft.) E5 Tie Tie W Ion y N U) 45.08* Z3 LCq w Conc. Sob 0 ....... Cq BXWrM HANDICAP FANKPO SPACE 11AFWAft SPACE •4 5,--(r 1.23' Bldg. ar. Enc. D21' Bldg. 41.50. A Ln N WKISTM F) tV Ln PAISOM &RACIN 4 M LO Aspholt Z NMTNS PA190ft SPACE 02 Irk 0; L16 0 exletm rAMM SPACE q UA 4 0.80, - L50075qz Dim Sq. Ft Found 0 1P. -Nal 00. RIP. 0_150f S 80.2s' nnmw rn nrV 1.4! Cmr- Curb & Gutter ................................ .................... ....... ........ ................................................................................................................. ........................................................... ............................ ­ .............. ........ ................................................... .................................... ..................................................... ...................... .......... ........ ............ ..................................... .............. ......................... ........... ............ .................................... ........ R e v i s i o n ................ ................................................. ............ ............ ............ ....... ............................................................................ .......... , ........ 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Project # 09-40 ------------------------ ---- ----RORIDA EAST COAST ROAD ---------- 49� Sheet eSITE PLAN ,-q=be SCALE 1"- 20' A- 1 S' SdwIk cq 9.14 6-5 P m mJ 0) Z LJ 20.4T 30.15 LP. 0 0 (6 14.0' 35.70! Cq ............. ............. ............. ............. ............................... ................ ......... ........ ... 0 X� .. . ...... ............... ............ ..................... ................... ......................... ............ .. UIY Cont ..... Curb & Gutter =J 0 mi L16 ...... .................................... Original Late Line ... .. .... .. 09 W ......... ............ ......... ................................................. ...... ........ ......................... .................... ...................... ....... ............................................... ........................................... ....... ..... ........... ....... 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Cmr- Curb & Gutter ................................ .................... ....... ........ ................................................................................................................. ........................................................... ............................ ­ .............. ........ ................................................... .................................... ..................................................... ...................... .......... ........ ............ ..................................... .............. ......................... ........... ............ .................................... ........ R e v i s i o n ................ ................................................. ............ ............ ............ ....... ............................................................................ .......... , ........ By .. ....................... ..................................... .......................... ........ AREV-04/28/09 ......... ....................... ............................................... .............. ........ ...... ........................ .................... ...... . ........ MIAM-901 COU0 F11' 9Ep~ .. " FIRE COMENTS .................................. ................... .... ...... ....... . ........ . BLDG. 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G. .................................... ............. __ .......... ................. .......... ............................. .............. ............ .................................... .................................... .......... .............. .......................... .......... ........... ......................... .............. .... .................................................................................. .............................. .............. ................ __ ......... ......... ................. ................ ....... ....................................... ..................... ........ ................ ........... ........................ ................. ...................... ............ ................ Mw Asphalt .......... ........................ ............. ....................................................... ...... ........ ................ . ...... ........... ......... .................. ....... .......................... ............... ............. M. LOPEZ ......................... .................. . ...................... . .........................*.*.' . ' '*'** **.*.*.*.'.'.'.'.'.'.'.'.'.'.'.*.* .'.".*.' . ... ... .. ............................ ....... ................. ........ ....... ....... ....... ......... ........................................................................ ................................ ........ .......................... ............... ................. ............ ...... ................... __ ......................................... ....... ..................... ...... ..................................... .................... ........ ........ .............. .......... .......... ..................................... ....... .. .. .­ .............. ..... ... ......................... ....... om 04/01/09 ................................ ........................ I ........ .:.................................... .. 20! Cone. Curb & Gutter ................. Project # 09-40 ------------------------ ---- ----RORIDA EAST COAST ROAD ---------- 49� Sheet eSITE PLAN ,-q=be SCALE 1"- 20' A- 1