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HomeMy Public PortalAbout12-15 Large PlanCOPYRIGHT 2004 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. MI Os AssOCIATEs P_A. ARCHITECT /PLANNERS 2263 N.W. BOCA RATON BLVD_, SUITE 112, BOCA RATON, FL 33431 PH. (561) 392 -6762 FAX. (561) 750 -8465 E- '"/IAIL: INFO @MIKLOSARCHITECTURE.COM WEB SITE: WWW.MIKLOSARCHITECTURE.COM FL LIC.AR0002282 PROPOSED ADDITION & RENOVATION TO THE: CLIPPINGER RESIDENCE 253E AVENUE AU SOLEIL GULFSTREAM, FLORInA 12-15 FLOOR PLAN 4 /i^ BATH W -0" CLG. (MATCH EXIST.) MARBLE L -- SCALE: 1/4" = 1' -0" 32-93" L LEGEND: F 949" ..VWm W EXTERIOR C.M.U. WALL m LINE OF EXIST. SLAB PE LOAD- BEARING FRAME PARTITION 0 O 5 PARTITION WBATT INSUL. I �0000000000000000000� PARTITION W /SOUND INSUL. LINE OF EXIST. SLAB PERIMETER I PARTITION a FLOOR PLAN ABBREVIATIONS: WZ �W BIF. BI -FOLD DOOR Z> SGD. SLIDING GLASS DOOR (TEMP.) LM O.H. OVER HEAD cn BYP. BY -PASS DOOR O O FR. DR. FRENCH DOOR PKT. POCKET DOOR HC HOLLOW CORE SC SOLID CORE cn CASE. CASEMENT WINDOW oS.H. SINGLE HUNG WINDOW Z AWN. AWNING WINDOW HORIZONTAL ROLLER WINDOW H.R. TEMP. TEMPERED MIRR. MIRROR W/C WATER CLOSET LAVATORY SHOWER LAV. SHWR. g EWH ELECTRIC WATER HEATER GWH GAS WATER HEATER T.G.S.E. CATEGORY II TEMPERED GLASS SHOWER ENCLOSURE C.V. CENTRAL VACUUM (MATCH EXIST.) P880 SIZE NOMENCLATURE: 2' -8" WIDE X 8' -0" HI MECHANICAL CLOSET NOTE: PROVIDE 4" MINIMUM CLEAR SPACE AROUND AHU UNIT (TYPICAL) WINDOW AND DOOR NOTE: 1 IT IS THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK. THE WINDOW SUPPLIER IS RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. ALL WINDOWS /SL. DOORS SHALL HAVE WHITE ESP FINISH. U.N.O. 2 EGRESS WINDOWS MUST COMPLY WITH FBC 2007 R310.1 SECTION 22.2. CLEAR OPENING SHALL BE 20" WIDE, 24" HIGH AND 5.7 SQ.FT. IN AREA. BOTTOM OF WINDOW OPENING SHALL NOT BE MORE THAN 44" AFF. 3, TEMPERED GLASS SLIDING DOORS SHALL BE A MINIMUM OF 3/16 THK. 4. PROVIDE TEMPERED GLASS IN ALL SWINGING AND SLIDING GLASS DOORS, INTERIOR WET AREAS (BATHROOMS, SAUNAS, BATHTUBS, WHIRLPOOLS, SHOWERS ETC.), GLAZING ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF A DOOR IN THE CLOSED POSITION WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLAZING WITHIN 36 INCHES OF A POOL. 5. ALL WINDOWS SHALL BE SECURED TO THE WALL WITH APPROVED ANCHORING DEVICE THAT WILL WITHSTAND THE SPECIFIED WIND SPEED RATING 6 PROVIDE TEMPERED GLASS IN ALL AREAS THAT BOTTOM OF GLAZING IS LESS THAN 18 "ABOVE FINISHED FLOOR. 7 TEMPERED GLASS SHOWER AND BATH ENCLOSURES SHALL BE CATEGORY II TEMPERED GLASS AREA CALCULATIONS: EXISTING AREA: EXISTING LIVING 2709.4 SQ.FT. EXISTING COVERED PATIO (NO WORK) 540.7 SQ.FT. EXISTING GARAGE 702.8 SQ.FT.- - GARAGE SIZE REDUCED (SEE PROPOSED NEW AREA) PROPOSED NEW AREA: TOTAL LIVING (EXISTING AND PROPOSED) 3446.7 SQ.FT. COVERED ENTRY 39.1 SQ.FT. GARAGE (AFTER PROPOSED ALTERATIONS) 645.7 SQ.FT. FLOOR PLAN 4 /i^ BATH W -0" CLG. (MATCH EXIST.) MARBLE L -- SCALE: 1/4" = 1' -0" 32-93" 0 QUIP 0 U) F- w 0 U 4 (V CV v r 0 N N ED 0 N p� � v Y' 1 N r r r r a 0 99 CL a W 2 CL 0 W W 0 `.,ICLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS D CONDITIONS DEPICTED ON THESE I AWIRG WRITTEN DIMENSIONS ON THESE DRAWING HAVE PRECEDENCE OVER SCALED DIME MIKLOS AND ASSOGATES P.A. MUST BE FI D OF ANY DISCREPANCIES FOUND AND ASSW NO LIABILITY FOR THE UNAUTHORIZED USE ((tP�FF THESE PLANS, DRAWINGS AND S3ECIFIC*A1om WmQ 949" ..VWm W Z j ul 0 m LINE OF EXIST. SLAB PE RIMETER 0 O 5 y' uj I 0 12 LINE OF EXIST. SLAB PERIMETER I CV a z F WZ �W o Z> y D O LM j 0 EXISTING POOL TO REMAIN (NO WORK) BEDROOM 2 � 8' -0" CLG. °' (MATCH EXIST.) I CARPET 14' -8Z' FAMILY ROOM I 8' -0" CLG. `" (EXIST.) I MARBLE I v I CLOSET S 72� I 6-0 T -102 17 18'42. 6-0" 17 -2" 14'42 0 22X36 ATTIC ' -0" CLG. 0 ACCESS . W. 1 SEE KITCHEN LAYOU :? ' -0" ■ C FOR ADDITIONAL D INFORMATION & ao EXACT DIMENSIONS tV w � Li uj— co w — — — s _ — — — — — — — — — — — — — — — — o W■ ' = Im DBL. SINK WI \ I 8' -0 CLG - DISP. I � I O COOKTOI ELOW o I W /OVEN HOOD BOV ; L (�II o — `-'lu j ° ► LINE OF EXIS . EXIST BBQ D/W I m w SLAB PERIMETER BUILT IN m ; EXISTING TO REMAIN 2' °" — - �g °" a I W 6' °° N COVERED PATIO s• -s" CLG. (EXIST.) BEDROOM 3 I I ' ' ' Y ' KI CHE m J STONE (EXIST.) 8' -0" CLG. ° N I -0•' CLG. i I TO REMAIN (NO WORK) " (MATCH BTIT CARPETS'r') ARBLE . . INDICATES EXISTING 1 1'�Z" 4• 3' -0" I o (EXIST.) MARBLE SCREENINGTOREMAIN RE- WORKTHISPORTION I MICROWAVE TOWER OF SCREENING TO ACCOMODATE NEW HOUSE I CONFIGURATION I �- - - - - -� N — - -__– REF,I FREEZ. N - -- co CV _ FLAT HEADER A IOVE AT TO' AFF S 0 R W/C LAV T-13'. 27`x" MASTER BEDROOM 13-0" UTILITY LIVING ROOM 8' -0" CLG. 8' -0" CLG. (EXIST.) NEW VAULTED CLG. (EXIST') MARBLE DRYER WASHER MARBLE MARBLE L.TUB BASE CAB UPPER CAB — — — — — — — — — — —` LINE OF INTERIOR VAULT - AHU N N EXISTING EXIST. STEP R/A DINING EWH \AHU # R/A NEW VAULTED CLG. 3080 SC X 13/4 "THK. W/ MARBLE — — SELF CLOSER PDR. BATH 8' -0" CLG. 4" DRYER VTR (EXIST.) I MIN. R -11 INSULATION BETWEEN 13'.6• MARBLE 8' -1Z" 5' -10" 17' -0" A/C SPACE AND NON -A/C SPACE PROVIDE R -19 INSULATION AT 6" PARTITIONS CEILING BREAKLINE — — — — CAULK BOTTOM PLATE. TYP. IN MIRROR — — — — CLOSET YSTEM IN CLOSET SYSTEM GARAGE ; ., B. Y OTHERS NET �• W /C$'` N LAV ■ ■ ■ 8' -0" C 22X36 ATTIC Lu cn U O o ACCESS >_ Z GARAGE `° 5' 6" 4" 5'-4" 4" 11'-4" WIC co w 0 8" o ° I 8' -0" CLG. 8' -0" CLG. ° o I (EXIST.) $: ZI CONCRETE w CD N z I I x i I CLOSET SYSTEM co o I J I LNE OF EXI T. SLAB PERIMETE -v — — w 22X54 ATTIC r I EXISTING / ° CD I ACCESS W/ I STEP `r PULL DOWN w �J STAIRS I I FOYER -- - - - - -- uj I w w 8' 20' -10" 2 5'-6" 0 M.BATH 5,�. 0 w o I 10-0 CLG. Lu I x I (EXIST.) LL MARBLE ALL EXIST. DIMENSIONS W DEN = C) I TO BE VERIFIED ON z_ 10' -0'" CLG. m I FIELD. I — — — — — — — � .P WHIRLPO cn SHOWER ." '" : ti TUB COORDINATE WHIRLPOOL a ACCESS PANEL W/ CONTRACTOR COVEREDry" — — — E [TRY — CATEGORYIITEMPERED GLASS SHOWER ENCLOSURE 3' 8" 7' -2" 3' 8" WITH 2' DOOR 10' -7" 10' -7" 14'-6" 7. 14' -6" 21' -2" 36-5" R -8• 0 QUIP 0 U) F- w 0 U 4 (V CV v r 0 N N ED 0 N p� � v Y' 1 N r r r r a 0 99 CL a W 2 CL 0 W W 0 `.,ICLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS D CONDITIONS DEPICTED ON THESE I AWIRG WRITTEN DIMENSIONS ON THESE DRAWING HAVE PRECEDENCE OVER SCALED DIME MIKLOS AND ASSOGATES P.A. MUST BE FI D OF ANY DISCREPANCIES FOUND AND ASSW NO LIABILITY FOR THE UNAUTHORIZED USE ((tP�FF THESE PLANS, DRAWINGS AND S3ECIFIC*A1om a d 0 0 J LL JW U 1 ^I z0 �OQ V) IQO W Zc) © 0O z LL Mz -0 N JU u J W W On1_ Ld 51.0� V) (o I V) 0U (n po V) V 1(n >Lo O V) v,Jl� J z (W `� ° 0 w L� QX— �- LL �Q� m V J —Oc�o� 01 .0) 0 Z'� 0a_ 13212 OCTOBER 2012 JL QM A -1 0 SEAL WmQ ..VWm W Z j ul 0 m O z 0 —y� 0 O 5 y' uj 0 12 I oc a z F WZ �W o Z> y D O LM j 0 JN a d 0 0 J LL JW U 1 ^I z0 �OQ V) IQO W Zc) © 0O z LL Mz -0 N JU u J W W On1_ Ld 51.0� V) (o I V) 0U (n po V) V 1(n >Lo O V) v,Jl� J z (W `� ° 0 w L� QX— �- LL �Q� m V J —Oc�o� 01 .0) 0 Z'� 0a_ 13212 OCTOBER 2012 JL QM A -1 0 SEAL pr qq PHONE 561 - 392 -6762 FAX 561 - 750 -8465 E -MAIL: MIKLOSARCH @MINDSPRING.COM WEB SITE: MIKLOSARCHITECTURE.COM PROPOSED ADDITIONS A14D ALTERATIONS TO THE: GULFSTREAM, FLORIDA ARCHITECTURAL: SITE PLAN FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ROOF PLAN LANDSCAPE PLAN DRAINAGE PLAN SURVEY 2538 AVENUE AU SOLEIL A -1 A -2 A -3 A -4 L -1 C -1 APPROVED SET JAN 11, 2013 TOWN F UL T AKF -L ECE VE, D. 12_15 1 m IN IN 13212 EXISTING TWO STORY RESIDENCE STREAM TOWN OF GULF - 1 NTRACOASTAL WATERWAY N9 k O ` , O , , 1 FAR CALCULATIONS USING EFFECTIVE LOT AREA 1 ST 20,000x.33 6600 S.F. NEXT 2,274 S.F.x.20 454.8 S.F. TOTAL ALLOWABLE FAR 7054.8 S.F. 169 ,94'. 0 0 R� a 9 n EXISTING NEW EXISTING HOUSE AREA 4535.8 S.F. EXISTING HOUSE AREA INCLUDES: N EXISTING LIVING + GARAGE = 3,412.2 -> EXISTING COVERED PATIO = 540.7 / iJ / / / F 1/2 OF EXISTING SCREENED AREA = 582.9 NEW HOUSE AREA 716.6 S.F. NEW LIVING AREA INCLUDES: / BEDROOM ADDITION FRONT ADDITION MASTER ADDITION BREAKFAST ADDITION TOTAL AREA 5252.4 S.F. TOTAL ALLOWABLE AREA 7054.8 S.F. FAR CALCULATIONS USING EFFECTIVE LOT AREA 1 ST 20,000x.33 6600 S.F. NEXT 2,274 S.F.x.20 454.8 S.F. TOTAL ALLOWABLE FAR 7054.8 S.F. 169 ,94'. 0 0 R� a 9 n to� �� \ ll�y_ the " 187' -14' AT WIDEST POINT , Is% -'EXISTING RESIDENCE ./ \ MECHANICAL EQUIPMENT SO / /' - -- /-- - - -� -- - - - -�- T - -- I ,� 7- r/ POOL EQUIPMENT SEE LANDSCAPE PLAN/ ' FOR SCREENIONG i N -> L - -- / / iJ / / / F F�SR I F CAPE 0 CyHIT ATfO / -� - / to� �� \ ll�y_ the " 187' -14' AT WIDEST POINT , Is% -'EXISTING RESIDENCE ./ \ MECHANICAL EQUIPMENT SO / /' - -- /-- - - -� -- - - - -�- T - -- I ,� 7- r/ POOL EQUIPMENT SEE LANDSCAPE PLAN/ ' FOR SCREENIONG i BRICK PAVERS SET IN 1" GUNITE SAND OVER 6" SHELLROCK BASE X1\1 SEE HARDSCAPE/POOL PLAN FOR EXACT CONFIGURATION. � J k ,1 LANDSCAPED PLANTER � �14p,St�NC' F -------------------- - - --�� _APPROXIMATE LOCATION OF NEW DRAINFIELD i /If / / / , AT \` ARROWEST olio y / R= 75.00' PRIVACY T � = 45 50'T'92i TO REMAIN L= 60.00' 11'.1 18.'04-1 to 2358 A V�N,TTE V A U ISOLEIL EDDGE OF PAVEMENT 2.5'X 20' -0' GUY j EASEMENT / At .€XISTING PRIVACY WALL` TO REMAIN / / / / APPROXIMATE LOCATION / OF EXISTING SEPTIC / TANK TO REMAIN � / ` b SITE PLAN •00 0 e Al "p LOT 47 EXISTING TWO STORY RESIDENCE SITE ELEVATION LEGEND: SYMBOL: DESCRIPTION: ot FV. 0' 0" INDICATES ELEVATION > INDICATES PROPERTY LINE INDICATES CENTERLINE INDICATES DIRECTION OF DRAINAGE . / INDICATES EXISTING GRADE LEGEND: / INDICATES EXISTING RESIDENCE TO REMAIN INDICATES PROPOSED LIVING SPACE AREA INDICATES SCREENED POOL AND POOL PATIO SEE FLOOR PLAN FOR INTERIOR RENOVATIONS. LEGAL DESCRIPTION: SCALI=: 1/8' ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 27, RECORDED IN THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA SAID LAND SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA 12 -15 OP PR "IE� J, ANN, 1 1 2 ROO E C b V l" III r_ r r J sp-1 a O O. a 1 F W O W 0 lll� MIKLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. ni), ui to 4 zz WE W D z WZ� 2 0WW ° Z/ D L M�M N W j O 0 J N fi a. ONO t 4 6 W F MC MV w �n �v V1 0000� moll �0 �oU O U O V1 A' z° w u �w UN e (y Na 13212 OCTOBER 2012 JL QM L - -- / / iJ / / / F F�SR I F CAPE 0 CyHIT ATfO / -� - / LANDSCAPED PLANTER ``` / / / Ti• } y / / j a \ / / NEW DRIVEWAY / / / / / / � J k ,1 LANDSCAPED PLANTER � �14p,St�NC' F -------------------- - - --�� _APPROXIMATE LOCATION OF NEW DRAINFIELD i /If / / / , AT \` ARROWEST olio y / R= 75.00' PRIVACY T � = 45 50'T'92i TO REMAIN L= 60.00' 11'.1 18.'04-1 to 2358 A V�N,TTE V A U ISOLEIL EDDGE OF PAVEMENT 2.5'X 20' -0' GUY j EASEMENT / At .€XISTING PRIVACY WALL` TO REMAIN / / / / APPROXIMATE LOCATION / OF EXISTING SEPTIC / TANK TO REMAIN � / ` b SITE PLAN •00 0 e Al "p LOT 47 EXISTING TWO STORY RESIDENCE SITE ELEVATION LEGEND: SYMBOL: DESCRIPTION: ot FV. 0' 0" INDICATES ELEVATION > INDICATES PROPERTY LINE INDICATES CENTERLINE INDICATES DIRECTION OF DRAINAGE . / INDICATES EXISTING GRADE LEGEND: / INDICATES EXISTING RESIDENCE TO REMAIN INDICATES PROPOSED LIVING SPACE AREA INDICATES SCREENED POOL AND POOL PATIO SEE FLOOR PLAN FOR INTERIOR RENOVATIONS. LEGAL DESCRIPTION: SCALI=: 1/8' ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 27, RECORDED IN THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA SAID LAND SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA 12 -15 OP PR "IE� J, ANN, 1 1 2 ROO E C b V l" III r_ r r J sp-1 a O O. a 1 F W O W 0 lll� MIKLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. ni), ui to 4 zz WE W D z WZ� 2 0WW ° Z/ D L M�M N W j O 0 J N fi a. ONO t 4 6 W F MC MV w �n �v V1 0000� moll �0 �oU O U O V1 A' z° w u �w UN e (y Na 13212 OCTOBER 2012 JL QM LEGEND: / INDICATES EXISTING RESIDENCE TO REMAIN INDICATES PROPOSED LIVING SPACE AREA INDICATES SCREENED POOL AND POOL PATIO SEE FLOOR PLAN FOR INTERIOR RENOVATIONS. LEGAL DESCRIPTION: SCALI=: 1/8' ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 27, RECORDED IN THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA SAID LAND SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA 12 -15 OP PR "IE� J, ANN, 1 1 2 ROO E C b V l" III r_ r r J sp-1 a O O. a 1 F W O W 0 lll� MIKLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. ni), ui to 4 zz WE W D z WZ� 2 0WW ° Z/ D L M�M N W j O 0 J N fi a. ONO t 4 6 W F MC MV w �n �v V1 0000� moll �0 �oU O U O V1 A' z° w u �w UN e (y Na 13212 OCTOBER 2012 JL QM LEGAL DESCRIPTION: SCALI=: 1/8' ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 27, RECORDED IN THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA SAID LAND SITUATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA 12 -15 OP PR "IE� J, ANN, 1 1 2 ROO E C b V l" III r_ r r J sp-1 a O O. a 1 F W O W 0 lll� MIKLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. ni), ui to 4 zz WE W D z WZ� 2 0WW ° Z/ D L M�M N W j O 0 J N fi a. ONO t 4 6 W F MC MV w �n �v V1 0000� moll �0 �oU O U O V1 A' z° w u �w UN e (y Na 13212 OCTOBER 2012 JL QM t 4 6 W F MC MV w �n �v V1 0000� moll �0 �oU O U O V1 A' z° w u �w UN e (y Na 13212 OCTOBER 2012 JL QM WALL LEGEND: symmL. Q EXTERIOR C.M.U. WALL ..VW�W Z W�0 LOAD - BEARING FRAME PARTITION op z ;SRS PARTITION W /GATT INSUL. O 'o�ogo?ogogo�opococo� PARTITION W /SOUND INSUL. z �W PARTITION FLOOR PLAN ABBREVIATIONS: BIF. BI -FOLD DOOR 0W SGD. SLIDING GLASS DOOR (TEMP.) O.H. OVER HEAD L0 BYP. BY -PASS DOOR O O FR. DR. FRENCH DOOR PKT. POCKET DOOR HC HOLLOW CORE SC SOLID CORE cn CASE. CASEMENT WINDOW oS.H. SINGLE HUNG WINDOW z AWN. AWNING WINDOW H.R. HORIZONTAL ROLLER WINDOW TEMP. TEMPERED MIRR. MIRROR W/C WATER CLOSET LAV. LAVATORY SHWR. SHOWER cn EWH ELECTRIC WATER HEATER GWH GAS WATER HEATER T.G.S.E. CATEGORY it TEMPERED GLASS SHOWER ENCLOSURE C.V. CENTRAL VACUUM 2880 SIZE NOMENCLATURE: 2' -8" WIDE X 8'-0" HI MECHANICAL CLOSET NOTE: PROVIDE 4" MINIMUM CLEAR SPACE AROUND AHU UNIT (TYPICAL) WINDOW AND DOOR NOTE: 1 IT IS THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK. THE WINDOW SUPPLIER IS RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. ALL WINDOWS /SL. DOORS SHALL HAVE WHITE ESP FINISH. U.N.O. 2 EGRESS WINDOWS MUST COMPLY WITH FBC 2007 R310.1 SECTION 22.2. CLEAR OPENING SHALL BE 20" WIDE, 24" HIGH AND 5.7 SQ.FT. IN AREA. BOTTOM OF WINDOW OPENING SHALL NOT BE MORE THAN 44" AFF. 3, TEMPERED GLASS SLIDING DOORS SHALL BE A MINIMUM OF 3/16 THK. 4. PROVIDE TEMPERED GLASS IN ALL SWINGING AND SLIDING GLASS DOORS, INTERIOR WET AREAS (BATHROOMS, SAUNAS, BATHTUBS, WHIRLPOOLS, SHOWERS ETC.), GLAZING ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF A DOOR IN THE CLOSED POSITION WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLAZING WITHIN 36 INCHES OF A POOL. 5. ALL WINDOWS SHALL BE SECURED TO THE WALL WITH APPROVED ANCHORING DEVICE THAT WILL WITHSTAND THE SPECIFIED WIND SPEED RATING 6 PROVIDE TEMPERED GLASS IN ALL AREAS THAT BOTTOM OF GLAZING IS LESS THAN 18" ABOVE FINISHED FLOOR. 7 TEMPERED GLASS SHOWER AND BATH ENCLOSURES SHALL BE CATEGORY II TEMPERED GLASS AREA CALCULATIONS: EXISTING AREA: EXISTING LIVING 2709.4 SQ.FT. EXISTING COVERED PATIO (NO WORK) 540.7 SQ.FT. EXISTING GARAGE 702.8 SQ.FT. ** ** GARAGE SIZE REDUCED (SEE PROPOSED NEW AREA) PROPOSED NEW AREA: TOTAL LIVING (EXISTING AND PROPOSED) 3446.7 SQ.FT. COVERED ENTRY 39.1 SQ.FT. GARAGE (AFTER PROPOSED ALTERATIONS) 645.7 SQ.FT. • �► ' \I cp 'i4' -6" 32'-9' 4" BATH S' -0" CLG. (MATCH EXIS MARBLE L- SCALE: 1/4' = V -0 I:.. ce,.; a cd 0. 0. `a r Z W 2 CL O J W W 0 IKLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. I z 0 0 J LL d' o, m w F U 0 m d co 4 0 MO MU a MM zW uo� 0� Fx UD ' N�V "off �FZU 1A t r � W � i ®r �H • W UN 0� �N v, N p. 13212 OCTOBER 2012 JL QM A -1 0 uj Q ..VW�W Z W�0 op z -y J O U) UJ z �W Lu zWZ� O 0W oz> F y O L0 J d 'MAA ONO I z 0 0 J LL d' o, m w F U 0 m d co 4 0 MO MU a MM zW uo� 0� Fx UD ' N�V "off �FZU 1A t r � W � i ®r �H • W UN 0� �N v, N p. 13212 OCTOBER 2012 JL QM A -1 0 12 SLOPE 6 FLAT CEMENT TILE ROOF NAILED TO W MINERAL SURFACE ROLLED ROOFING NOT MOPPED TO 30" FELT TIN TAGGED TO 19/32' EXT GRADE PLYWOOD AJPA OR T.E.CA APPROVED RATING EXPOSURE -1. oz oe TOP OF EXIST BEAM _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF EXIST BEAM _ ELEV. +8'-0" 5/8' TI-K SMOOTH STUCCO FINISH OVER a' CONCRETE BLOCK WALL. FIRST FLOOR FINISH - -- — ---------- - - - - -- — - - - - -- -------------- - - - - -- — ELEV. +0' -0" — — — — — — — — — — — — — — — — — — — — — — — — — — — SMOOTH TEXTURED STUXO QUOINS W/ 1' REVEAL. PROVIDE PVC COMER BEADS AT ALL CORNER LOCATIONS AND ALL REVEALS. ADDITION EXISTING BUILDING TO BE RENOVATED FRONT ELEVATION SCALE 1/4'z V -,a' 12 SLOPE 16 FLAT CEMENT TILE ROOF NAILED TO S& MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 30° FELT TIN TAGGED TO 19/32' EXT GRADE PLYWOOD A.PA OR T.E.CA APPROVED RATING EXPOSURE -1. N TOP OF EXIST BEAM 4" to ELEV. +8'-i"__ 8 -0 0 J Q FIRST FLOOR FINISH — — — — — — — _ M he ELEV- +0' -0" - -- — ----------------- - - - - -- ----------- - - - - -- —� s' SMOOTH TEXTURED STUCCO QUOINS W/ I' REVEAL. PROVIDE PVC CORDER BEADS AT ALL CORNER a LOCATIONS AND ALL REVEALS. EXISTING BUILDING TO BE RENOVATED ADDITION EXISTING BUILDING TO BE RENOVATED W IL O mi W 5 > W 0 SCALE 1/4'=I'-O' REAR ELEVATION MIKLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. z 0 W 0 z 3 J m d' a m W F Q U 0 d' 11040, • M p MU w6 U �w OF Fx a NgUU W H �x w a �z� w Mai � �w UN 0� r� N r M V7 Nx N 0.; 13212 AUGUST 2012 JL QM 0 WmlW a VC .. WZJ� W00 O z —yJ O U. z L a �W w OWG �' Q Z WZ�O W ~ Z > L �rAA oL ui O 0. LM i 0JN� dVN� z 0 W 0 z 3 J m d' a m W F Q U 0 d' 11040, • M p MU w6 U �w OF Fx a NgUU W H �x w a �z� w Mai � �w UN 0� r� N r M V7 Nx N 0.; 13212 AUGUST 2012 JL QM 0 12 SLOPE 6 FLAT CEMENT TILE ROOF NAILED TO W MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 30+ FELT TIN TAGGED TO 19/32' EXT GRADE PLYWOOD APA OR T.E.C.A. APPROVED RATING EXP08URE -I. Ak TOP OF EXIST BEAM _ - - - - - - - - - - - - - - - - - - ELEV. +10' -S" - - - - - - - TOP OF EXIST BEAM -- -- -- -- -- -- I 5/8' THK SMOOTH STUCCO FINISH OVER 8' CONCRETE BLOCK WALL. FIRSTFLOOR FINISH - -- ------------ - - - - -- -------------------------------- - - - -'- - - - -- -- - - - - -- - -- - - -- ------ - - - - -- -- ELEV. +0' -0" SMOOTH TEXTURED STUCCO QUOINS W/ P REVEAL. PROVIDE PVC COWER BEADS AT ALL CORNER LOCATIONS AND ALL REVEALS. ADDITION EXISTING BUILDING TO BE RENOVATED ADDITION RIGHT SIDE ELEVATION SCALE 1/4'= V-0" 12 SLOPE 16 FLAT CEMENT TILE ROOF NAILED TO 90* MINERAL SURFACE ROLLED ROOFING HOT MOPPED TO 300 FELT TIN TAGGED TO 19/32' EXT GRADE PLYWOOD A.PA OR T.E.CA APPROVED RATING EXPOSURE-I. TOP OF EXIST BEAM _ N ELEV. +B' -0 "" F7 771 77 O , E �:, 4x FIRST FLOOR FINISH _ - - - _ - - _ - - -O/ Ll ------------------------------------------- - - - - -- ii 5/8' THK SMOOTH STUCCO FINISH SMOOTH TEXTURED STUCCO QUOINS �■ OVER 8' CONCRETE BLOCK WALL. W/ I' REVEAL. PROVIDE PVC CORNER BEADS AT ALL COMER Q LOCATIONS AND ALL REVEALS. EXISTING BUILDING TO BE RENOVATED W 2 O J W la > W 0 LEFT SIDE LEVATION SCALE 1/4' lll� MIKLOS COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. 0 z 0 a W 0 z C J m 104 m 0 a k vvl1 M p MU wF "U 0� �x r) Ox� NFU z�W o ^� �w UN 0� �N M N I� 13212 AUGUST 2012 JL QM F A -3 0 Wm VQ .. =O F ZAC W�� W 0 zYi 0,A 0 J ° Z �W W OC 1%24 z ° WZ� C� W D Z> cc ° L _M o JN 0 z 0 a W 0 z C J m 104 m 0 a k vvl1 M p MU wF "U 0� �x r) Ox� NFU z�W o ^� �w UN 0� �N M N I� 13212 AUGUST 2012 JL QM F A -3 0 I II I I RIDGE _II II II II II II (( FLAT ROOF II II II II II I I II L - - - -- LF- J -J FO G9 tiQ s� �I II � L- �I i i i i i JP O — — — — — — — — — — — — — — — — — — — — — EXISTING FLAT ROOF TO REMAIN - I - - - - -- - � - - - - -- I I I r - - - -- II II Li II o YII II j L — — i Fl II II II II II II II II RIDGE II II yFo II G� II Li 1% 'p0 �F t n II II Fl II �I II I II h I II I I I II II I I I II II I I II I I (I I II II I II II I II II I I II ' � L II II II II II II II II II II II II - L---- Z---- �__=LL --- - - - - -- L= =�---- L---- 1- - - -�-- iI it i it it ( I n>- ' I 1. t` ^Afl ka I I�I —Z— L� -- W�Q Cry II r L JL7 IWj I I� I� O W OC = WZ� i oZ>y a uj LMTM W NJ IL II 'u Q II p II I II I I RIDGE _II II II II II II (( FLAT ROOF II II II II II I I II L - - - -- LF- J -J FO G9 tiQ s� �I II � L- �I i i i i i JP O — — — — — — — — — — — — — — — — — — — — — EXISTING FLAT ROOF TO REMAIN - I - - - - -- - � - - - - -- I I I r - - - -- II II Li II o YII II j L — — i Fl II II II II II II II II RIDGE II II yFo II G� II Li 1% 'p0 �F t n II II Fl II �I II I II h I II I I I II II I I I II II I I II I I (I I II II I II II I II II I I II ' � L II II II II II II II II II II II II - L---- Z---- �__=LL --- - - - - -- L= =�---- L---- 1- - - -�-- iI it i it it ( I n>- ' I 1. t` ^Afl ka I I�I —Z— L� -- ROOF PLAN o SCALE: 1/4' = V -0' KI-josi COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. W�Q �ot r r a oz WE O W OC = WZ� oZ>y a uj LMTM W NJ IL .1� i� Q ROOF PLAN o SCALE: 1/4' = V -0' KI-josi COPYRIGHT 2007 BY MIKLOS AND ASSOCIATES, P.A. ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. Mc MU w� ^F 'w Z U Nvd, 0 �oU Ox� v N�E �v W ro 0 zx r1I�� z�w r u �W UN 0� N r� M �0 N a 13212 OCTOBER 2012 JL QM A -4 0 W�Q ..vWG UA zY, WQ oz WE W = WZ� oZ>y uj LMTM NJ Mc MU w� ^F 'w Z U Nvd, 0 �oU Ox� v N�E �v W ro 0 zx r1I�� z�w r u �W UN 0� N r� M �0 N a 13212 OCTOBER 2012 JL QM A -4 0 LANDSCAPE PLAN EXISTING MATURE HEDGE MATERIAL I ,gr "-ALE: 1/8' = V-O' 1 % � 15 • L -1 11 General Notes & Specifications : 1) The contractor shall check all drawings furnished immediately upon their receipt and shall promptly notify the engineer in writing of any discrepancies. Anything shown on the drawings and not mentioned in the specifications or mentioned in the specifications and not shown on the drawings, shall be of like effect as if shown or mentioned in both. 2) Figure marked on drawings shall, in general, be followed in preference to scale measurements. Large scale drawings shall in general, govern small scale drawings. The contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby. When dimensions on the drawings are affected by the type of equipment selected, the contractor shall adjust such dimensions as conditions may require. 3) If the contractor, in the course of the work, finds any discrepancy between the drawings and the physical conditions of the locality, or any error or omissions in the drawings or in the layout as given by points and instructions, or discovers unforeseen underground or above ground conditions or any other unexprected conditions requiring additional work by the contractor, it shall be his duty to immediately inform the engineer, in writing, and the engineer shall promptly check the accuracy of the information. Any work done after such discovery, until any necessary changes are authorized, will be done at the contractor's risk. 4) If any part of the contractor's work depends, for proper execution or results, upon the work of any other contractor, the contractor shall inspect and measure work already in place and shall at once report to the engineer any discrepancies between the executed work and the drawings. 5) The engineer or his authorized representative shall have free access to the work of the contractor at any time for the purpose of inspection. The contractor shall furnish the facilities to determine, as best as can reasonably be done, the nature and quality of the work performed. Such assistance of the contractor shall, if necessary, include the uncovering, testing or removal of portions of the finished work. 6) All debris shall be removed from the area and legally disposed. Debris may be burned upon obtaining proper burning permit but any unburned remains are to be disposed of as directed by the owner or his representatives. 7) The contractor shall be responsible for protecting all buildings, structures, and utilities that are underground, above ground, or on the surface against construction operations that may be hazardous to said facilities and shall hold and save the owner harmless against all claims of damage. The contractor shall, by repair or replacement, return to equal or better condition all pavement, sidewalk, lawns, utilities and other items damaged by this construction activity. 8) The contractor shall be responsible for obtaining all required tests and shall submit reports by an independent testing laboratory approved by the engineer. Should any test fail to meet specification as shown herein, the contractor shall, at his expense, correct all deficient work and submit laboratory test results showing compliance with these specifications. 9) All work shall be performed in a workman like manner and shall conform with all applicable City, County, State and Federal regulations and/or Codes. The contractor shall obtain all permits and licenses required to begin work. 10) The contractor shall visually examine the construction site to determine the amount of clearing and existing facilities to be replaced, removed and/or relocated which may be required in order to complete the work. 11) The contractor shall give the engineer 48 hours notice prior to requesting required inspections and shall supply all equipment necessary to properly test and inspect the completed work. 12) The contractor shall guarantee all work and materials for a period of one year from the date of project acceptance, during which all faulty construction and/or materials shall be corrected at the contractor's expense 13) All work shall be accomplished in a safe and workmanlike manner. The contractor shall comply with all applicable laws and regulations of any public and/or private body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Local agencies and their employees and agents are specifically indemnified and held harmless from any actions of the contractor relating to the safety procedures implemented during construction and from any claims brought by any persons regarding safety, personal injury or property damage. 14) Minimum Construction Inspection Checkpoints: 1) Prior to any major deviation from the approved plans 2) Prior to backfilling of any trenches containing hydraulic conduits so that jointing may be mutually approved 3) Upon completion of subgrade compacting 4) At the time of delivery of base material 5) Upon completion of the base and prior to priming 6) Immediately prior to and upon the first and second applications of the plant mixed wearing course 7) Upon completion of construction, a final inspection will be made with project representative 15) All unsuitable material such as muck, marl and debris shall be removed from the limits of construction and legally disposed. At the engineer's direction, muck may be stockpiled on the site at designated locations for use in landscaping. 16) All material and equipment to be furnished and/or installed by the contractor for this project shall be guaranteed for a period of one year from the date of final acceptance thereof against defective materials, design and workmanship. Upon receipt of notice from the owner of failure of any part of the guaranteed equipment or materials during the guarantee period, the affected part, parts or materials shall be replaced promptly with new parts or materials by the contractor at no expense to the owner. In the event the contractor fails to make the necessary replacement or repairs within seven (7) days after notification by the owner, the owner may accomplish the work at the expense of the contractor. 17) The contractor shall complete "as- built" information relative to pipe lengths, materials and any deviation from plans and provide a copy of such to the owner and engineer for final acceptance of the contractor's work. NO WELLS WI OF PROPER' / / / y / k / _U ��W_ + EXISTING ELEVATION PER <1� RENNER, BURGESS, INC. �h0 PROPOSED ELEVATION - -- 6.75 - -- PROPOSED ELEVATION CONTOUR —�- - FLOW DIRECTION GRAVITY SEWER AT MIN. 1 /8"/FT. W W — WATER SERVICE LOCATION (D SOIL BORING LOCATION PM 0 5 10 20 40 1_%d!!!! I - I Scale: V = 10' STORMWATER RETENTION CALCULATIONS SITE INFORMATION Dtal Property Area = 22,275 sq.ft. roposed Drainage Area = 9,136 sq.ft. rainage Area Impervious Surface , roposed additions, renovated driveway /front walk) = 3,729 sq.ft. rainage Area Pervious Surface = 5,407 sq.ft. . ESTIMATED STORMWATER RETENTION VOLUME ze retention volume is estimated using the Rational Method (Q =CiA) here: ` = 1.0 (impervious surface),' �a = 0.2 (pervious surface) el , 6 n = 1 in/hr v ppervious Surface Runoff Volume: 31F111 Jlt` v 3 x 1 in/hr x 3,729 sq.ft. x 1 ft./12 in. = 311 cu.ft. a�Y :rvious Runoff Volume: Z x 1 in/hr x 5,407 sq.ft. x 1 ft./12 in. = 90 cu.ft. )tal Volume to be Retained = 401 cu.ft. plume Retained in Dry Retention Swale = 91 cu.ft. �t u 12 -16 Plan Background from Site Plan by Miklos Architecture Received 9/11/12 © 2012 Gruber Consulting Engineers, Inc. O 0 48 HOURS BEFORE DIGGING bA CALL w M 8 1- 800 - 432 -4770 ° F- o SUNSHINE STATE ONE CALL 00 c OF FLORIDA, INC. C7 C7 Contractor is responsible for obtaining U '� N location of existing utilities prior to U M MbA commencement of construction activities. O o _U ��W_ + EXISTING ELEVATION PER <1� RENNER, BURGESS, INC. �h0 PROPOSED ELEVATION - -- 6.75 - -- PROPOSED ELEVATION CONTOUR —�- - FLOW DIRECTION GRAVITY SEWER AT MIN. 1 /8"/FT. W W — WATER SERVICE LOCATION (D SOIL BORING LOCATION PM 0 5 10 20 40 1_%d!!!! I - I Scale: V = 10' STORMWATER RETENTION CALCULATIONS SITE INFORMATION Dtal Property Area = 22,275 sq.ft. roposed Drainage Area = 9,136 sq.ft. rainage Area Impervious Surface , roposed additions, renovated driveway /front walk) = 3,729 sq.ft. rainage Area Pervious Surface = 5,407 sq.ft. . ESTIMATED STORMWATER RETENTION VOLUME ze retention volume is estimated using the Rational Method (Q =CiA) here: ` = 1.0 (impervious surface),' �a = 0.2 (pervious surface) el , 6 n = 1 in/hr v ppervious Surface Runoff Volume: 31F111 Jlt` v 3 x 1 in/hr x 3,729 sq.ft. x 1 ft./12 in. = 311 cu.ft. a�Y :rvious Runoff Volume: Z x 1 in/hr x 5,407 sq.ft. x 1 ft./12 in. = 90 cu.ft. )tal Volume to be Retained = 401 cu.ft. plume Retained in Dry Retention Swale = 91 cu.ft. �t u 12 -16 Plan Background from Site Plan by Miklos Architecture Received 9/11/12 © 2012 Gruber Consulting Engineers, Inc. Chad M. Gruber FL P.E. No. 57466 O 0 b bA � cv w M 8 CIO ° F- o c 00 c 5. N C7 C7 U '� N = U M MbA cd U O o ~ � w° v Uz'�to c!] O °axw 8 W ° CIS gab W� y N U p Chad M. Gruber FL P.E. No. 57466 O N b 0 °o rr� c N �� C7 C7 o '� N = U U cd U O o ~ � w° v c!] z CIS gab T a p —cd N � as O U � R rn (� U Chad M. Gruber FL P.E. No. 57466 b 0 rr� cd 4e 0 w � cd U v c!] CIS � as O U � as M N Chad M. Gruber FL P.E. 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