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HomeMy Public PortalAbout005-6 Large Plans., J Ed (,) I Q W �I L I C� _ 65.42" @C COPYRIGHT 2004 0 BR/EN, SUITER & 0 BRIEN, INC. x$� 00 a G0� G 0� C� �� < 7A Zt l h K'4CC FOUND 518- ON 'T 5 o O N C ROD i NO NM) 5 X p R/ 60 +7.5 +7.4 (62. VU � SET I.R. 6 INDIGO POINT us `- BENCH MARK TOP PA V E D NAE AND WA �- ELEVATION +7.787 87 F S SU 0 A2 v D ° q 0cQ g, ' �h '`5yppp 12 CpNC "51S 6q� 5°%11 ) C ,& ��AD 06' A15 k .4 E Q. . 7. 2•� p N O L c u 7 _ - ENO N9� `515 � X �c R `96 2N0 �V rj X104 4 76 0, D�'AT 5 6 FCOpR A0, C 63, q N 196• 04, *444 DESCRIPTION L OT 75, PLACE AU SOL El, ACCORDING TO THE PL T THEREOF, AS RECORDED IN PLA T BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. X ro � Q) v LEGENDA; � = CENTERLINE CONC. = CONCRETE L.P. = LIGHT POLE I.R. = 518" IRON ROD WITH CAP #LB 353 P.E. = CONC. PAD FOR POOL EQUIPMENT P.H. = CONC. PAD FOR POOL HEATER W.M. = WATER METER LU-R. = LITIL .ITY BOX P = PLANTER FLOOD ZONE- A5 (EL 7) +787 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE• FLORIDA GEOLOGICAL SURVEY BENCH MARK '8 -98„ ECEIVEMe APB 114 2005 b Town 0? Gulf tre ,rye'; N 7 A ` CERTIFIED TO: NICOLE F. BROWN CRYSTAL TITLE & ESCROW CO. INC. ATTORNEYS' TITLE INSURANCE FUND, INC. MAP OF BOUNDARY SUR VE Y l HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES PA UL D. ENGL El NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 7- E Q. . 7. 2•� p N O L c u 7 _ - ENO N9� `515 � X �c R `96 2N0 �V rj X104 4 76 0, D�'AT 5 6 FCOpR A0, C 63, q N 196• 04, *444 DESCRIPTION L OT 75, PLACE AU SOL El, ACCORDING TO THE PL T THEREOF, AS RECORDED IN PLA T BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. X ro � Q) v LEGENDA; � = CENTERLINE CONC. = CONCRETE L.P. = LIGHT POLE I.R. = 518" IRON ROD WITH CAP #LB 353 P.E. = CONC. PAD FOR POOL EQUIPMENT P.H. = CONC. PAD FOR POOL HEATER W.M. = WATER METER LU-R. = LITIL .ITY BOX P = PLANTER FLOOD ZONE- A5 (EL 7) +787 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. SOURCE• FLORIDA GEOLOGICAL SURVEY BENCH MARK '8 -98„ ECEIVEMe APB 114 2005 b Town 0? Gulf tre ,rye'; N 7 A ` CERTIFIED TO: NICOLE F. BROWN CRYSTAL TITLE & ESCROW CO. INC. ATTORNEYS' TITLE INSURANCE FUND, INC. MAP OF BOUNDARY SUR VE Y l HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES PA UL D. ENGL El NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 7- CONCRETE APRON ,L 4 W 4 4- i r +101 1 -6' -0 -NEW SET IN SAND PAVERS W/ MAINTENANCE CONTRACT \ \ NEW FRONT STEPS -J FRONT SETBACK (MINOR ACCESSORY) FRONT SETBACK (PRINCIPAL) I i I I 101 I I I EXISTING UNDERGROUNIp - I L---J L.P. TANK I_ L 0 T EXISTING RAISED PLANTER GARAGE +9SI FLOOR NEW ro' HIGH "WATER WALL". SEE DETAIL A/AI3. o II■■■■mm - II■■■■IE -B-vm Ll _ III ■■ ■ ■N■I II■■■■I■I�■■I II■■■■I■r II■■■■■r■i' [= II ■ ■ ■ ■IL•MIN NEW ENTRY STEPS TO MATCH � EXISTING GATE. +9."1 x8$\ "8 1 LOCATION \ EXISTING \ /,�` G ATE . � .`,Vc� \ EXISTING 48" HIGH \ CONCRETE WALL. \ All I IN EXISTING \ 5 +9 6 NEW 18 "x18" MARBLE O +5.87 TILES OVER EXT'G GONG. EXISTIN (SEp POOL DECK. GENERAL RAL NOTES: 1. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. 2. CONSTRUCTION SHALL FOLLOW THE REQUIRED STANDARD BUILDING CODES AS ADAPTED BY THE COUNTY /GITY AND APPLICABLE TO THE AREA IN WHICH THE BUILDING 15 TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 3. NO ONE SHALL A55UME ANY DIMENSIONS BY DIRECTLY SCALING CONSTRUCTION DOCUMENTS OR ANY REPRODUCTIONS OF THE SAME. IF ANY ADDITIONAL DIMENSIONS ARE REQUIRED BY CONTRACTOR AND OR RESIDENT, CONTACT THE ARCHITECT FOR VERIFICATION. OTHERWISE, THE ARCHITECT WILL NOT A55UME ANY RESPONSIBILITY FOR ANY ERRORS. 4. IF ANY CONFLICTS IN DRAWINGS OR QUESTIONS REGARDING CODE ISSUES ARE FOUND OR IF CLARIFICATIONS ARE NEEDED, CONTRACTOR AND OR OWNER SHALL CONTACT ARCHITECT PRIOR TO PROCEEDING WITH AREA IN QUESTION_ 5. GENERAL CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 6. GENERAL CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC., SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS SPECIFICATIONS, ETC. PRIOR TO STARTING ANY WORK AND WITHIN SEVEN (T) CALENDAR DAYS OF BUILDERS RECEIPT OF THE PLANS, SHALL NOTIFY (IN WRITING ONLY) OF ANY AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OR OMISSIONS) . OTHERWISE, THE ARCHITECT SHALL ASSUME NO RESPONSIBILITY FOR ANY ERRORS AND OMISSIONS_ THE BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS AT THEIR OWN EXPENSE. 7. MECHANICAL SYSTEM IS EXISTING, MECHANICAL CONTRACTOR SHALL VERIFY IT'S WORKING CONDITION AND MODIFY DUCTS AND GRILLE LOCATIONS IN FIELD AS REQUIRED. TEST AND BALANCE SYSTEM. COORDINATE WITH OWNERS THERMOSTAT LOCATIONS_ 8. CONTRACTOR SHALL READ GEOTECNICAL SOIL REPORT AND BASE METHOD OF CONSTRUCTION ON RECOMENDATION IN REPORT- S_ ALL STRUCTURAL LUMBER TO BE SOUTHERN YELLOW PINE NO. 2 OR BETTER. ALL LUMBER IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. THE ARCHITECT RESERVES, MAINTAINS AND RETAINS IT COMMON -LAW COPYRIGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED AND/ OR IMPLIED) IN THESE PLANS, DESIGNS, IDEAS, SPECIFICATIONS, ETC. THESE PLANS, IDEAS, DESIGNS ETC. ARE NOT TO BE REPRODUCED. COPIED, DUPLICATED, ETC. IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. NOR ARE THEY TO BE LOANED OR ASSIGNED TO ANY PERSONS, FIRMS A550CIATION5, CORPORATIONS, ETC. WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION FROM THE ARCHITECT IN EACH AND EVERY INSTANCE. 11. ANY CHANGES, REVISIONS, ALTERATIONS, ETC. REQUIRED TO THESE PLANS, DRAWINGS SPECIFICATIONS, ETC., SHALL BE REQUESTED IN WRITING ONLY BY THE BUILDER OR THE OWNER TO THE ARCHITECT. ANY CHANGES, REVISIONS, ALTERATIONS, DEVIATIONS, ETC. NOT MADE TO THE ARCHITECT (IN WRITING ONLY) WILL FULLY, UNCONDITIONALLY AND TOTALLY RELEASE THE ARCHITECT FROM ANY AND ALL RESPONSIBILITY, CLAIMS, AGAINST THE ARCHITECT FOR CULPABILITY, ETC. FROM THE DATE SHOWN ON PLANS ORIGIN UNTIL THE END OF TIME. 12_ ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 13. ALL NEW JAMS BUCKS SHALL BE IX4 P.T. FASTENED TO CMU WITH 3116" TAP CONS s 12" O.G. WITH MIN. 1" IMBED. 14. ALL NEW WINDOWS AND DOORS SHALL MEET CURRENT IMPACT CODES OR SHALL HAVE APPROVED SHUTTER SYSTEM INSTALLED COMPLIANCE DOCUMENTS SHALL BE SUBMITTED BY CONTRACTOR. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED BACKING FOR NEW CABINETS, SHELVES, FIXTURES, MIRRORS, ART WORK ETC. 16, THE CONTRACTOR OR OWNER( IF OWNER/BUILDER AS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF ALL CONSTRUCTION WORKERS. 1-(, THE CONTRACTOR OR OWNER( IF OWNER/BUILDER )IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 18. PLUMBING CONTRACTOR SHALL VERIFY CENTERLINE DIMENSIONS OF FIXTURES AS PER OWNERS SELECTION. 19. ALL WINDOWS AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOW AND DOOR SUPPLIER. 20. ALL EGRESS WINDOWS FROM BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.0 5.F AT GROUND FLOOR LEVEL AND 5.1 S.F. AT SECOND STORY LEVEL. THE MfNIMUN NET CLEAR OPENING HEIGHT SHALL BE 22" OR GREATER, 20" OR GREETER AT WIDTH. EXISTING FINISH FLOOR +10.44 I I I i I I I I I IINO Li u ZONING DISTRICT: PLAC AU 5OLEIL O EXISTING SITE AREA: 16,535 5a.FT, EXISTING FIRST FLOOR AREA UNDER A /C; 2,022 50.FT. EXISTING SECOND FLOOR AREA UNDER A /C: 1 EX15TING GARAGE: 610 SQ.FT. 1e3 °08'20" t TOTAL EXISTING BUILDING SQUARE FOOTAGE: 5,341 SQ.FT. TOTAL EXISTING BUILDING F.A.R:.32.3 EXISTING METER AND 2,0-12 SQ.FT. EXT'G EXT'G - NEW SET IN SAND PAVERS 610 SQ.FT. W/ MAINTENANCE CONTRACT 185 5Q.FT. TOTAL EXISTING BUILDING SQUARE FOOTAGE: DISCONNECTS. C�) I COMP "2 COMP #I I CONCRETE EXISTING POOL EQUIPMENT APRON -6' -0 -NEW SET IN SAND PAVERS W/ MAINTENANCE CONTRACT \ \ NEW FRONT STEPS -J FRONT SETBACK (MINOR ACCESSORY) FRONT SETBACK (PRINCIPAL) I i I I 101 I I I EXISTING UNDERGROUNIp - I L---J L.P. TANK I_ L 0 T EXISTING RAISED PLANTER GARAGE +9SI FLOOR NEW ro' HIGH "WATER WALL". SEE DETAIL A/AI3. o II■■■■mm - II■■■■IE -B-vm Ll _ III ■■ ■ ■N■I II■■■■I■I�■■I II■■■■I■r II■■■■■r■i' [= II ■ ■ ■ ■IL•MIN NEW ENTRY STEPS TO MATCH � EXISTING GATE. +9."1 x8$\ "8 1 LOCATION \ EXISTING \ /,�` G ATE . � .`,Vc� \ EXISTING 48" HIGH \ CONCRETE WALL. \ All I IN EXISTING \ 5 +9 6 NEW 18 "x18" MARBLE O +5.87 TILES OVER EXT'G GONG. EXISTIN (SEp POOL DECK. GENERAL RAL NOTES: 1. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. 2. CONSTRUCTION SHALL FOLLOW THE REQUIRED STANDARD BUILDING CODES AS ADAPTED BY THE COUNTY /GITY AND APPLICABLE TO THE AREA IN WHICH THE BUILDING 15 TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 3. NO ONE SHALL A55UME ANY DIMENSIONS BY DIRECTLY SCALING CONSTRUCTION DOCUMENTS OR ANY REPRODUCTIONS OF THE SAME. IF ANY ADDITIONAL DIMENSIONS ARE REQUIRED BY CONTRACTOR AND OR RESIDENT, CONTACT THE ARCHITECT FOR VERIFICATION. OTHERWISE, THE ARCHITECT WILL NOT A55UME ANY RESPONSIBILITY FOR ANY ERRORS. 4. IF ANY CONFLICTS IN DRAWINGS OR QUESTIONS REGARDING CODE ISSUES ARE FOUND OR IF CLARIFICATIONS ARE NEEDED, CONTRACTOR AND OR OWNER SHALL CONTACT ARCHITECT PRIOR TO PROCEEDING WITH AREA IN QUESTION_ 5. GENERAL CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 6. GENERAL CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC., SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS SPECIFICATIONS, ETC. PRIOR TO STARTING ANY WORK AND WITHIN SEVEN (T) CALENDAR DAYS OF BUILDERS RECEIPT OF THE PLANS, SHALL NOTIFY (IN WRITING ONLY) OF ANY AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OR OMISSIONS) . OTHERWISE, THE ARCHITECT SHALL ASSUME NO RESPONSIBILITY FOR ANY ERRORS AND OMISSIONS_ THE BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS AT THEIR OWN EXPENSE. 7. MECHANICAL SYSTEM IS EXISTING, MECHANICAL CONTRACTOR SHALL VERIFY IT'S WORKING CONDITION AND MODIFY DUCTS AND GRILLE LOCATIONS IN FIELD AS REQUIRED. TEST AND BALANCE SYSTEM. COORDINATE WITH OWNERS THERMOSTAT LOCATIONS_ 8. CONTRACTOR SHALL READ GEOTECNICAL SOIL REPORT AND BASE METHOD OF CONSTRUCTION ON RECOMENDATION IN REPORT- S_ ALL STRUCTURAL LUMBER TO BE SOUTHERN YELLOW PINE NO. 2 OR BETTER. ALL LUMBER IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. THE ARCHITECT RESERVES, MAINTAINS AND RETAINS IT COMMON -LAW COPYRIGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED AND/ OR IMPLIED) IN THESE PLANS, DESIGNS, IDEAS, SPECIFICATIONS, ETC. THESE PLANS, IDEAS, DESIGNS ETC. ARE NOT TO BE REPRODUCED. COPIED, DUPLICATED, ETC. IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. NOR ARE THEY TO BE LOANED OR ASSIGNED TO ANY PERSONS, FIRMS A550CIATION5, CORPORATIONS, ETC. WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION FROM THE ARCHITECT IN EACH AND EVERY INSTANCE. 11. ANY CHANGES, REVISIONS, ALTERATIONS, ETC. REQUIRED TO THESE PLANS, DRAWINGS SPECIFICATIONS, ETC., SHALL BE REQUESTED IN WRITING ONLY BY THE BUILDER OR THE OWNER TO THE ARCHITECT. ANY CHANGES, REVISIONS, ALTERATIONS, DEVIATIONS, ETC. NOT MADE TO THE ARCHITECT (IN WRITING ONLY) WILL FULLY, UNCONDITIONALLY AND TOTALLY RELEASE THE ARCHITECT FROM ANY AND ALL RESPONSIBILITY, CLAIMS, AGAINST THE ARCHITECT FOR CULPABILITY, ETC. FROM THE DATE SHOWN ON PLANS ORIGIN UNTIL THE END OF TIME. 12_ ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 13. ALL NEW JAMS BUCKS SHALL BE IX4 P.T. FASTENED TO CMU WITH 3116" TAP CONS s 12" O.G. WITH MIN. 1" IMBED. 14. ALL NEW WINDOWS AND DOORS SHALL MEET CURRENT IMPACT CODES OR SHALL HAVE APPROVED SHUTTER SYSTEM INSTALLED COMPLIANCE DOCUMENTS SHALL BE SUBMITTED BY CONTRACTOR. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED BACKING FOR NEW CABINETS, SHELVES, FIXTURES, MIRRORS, ART WORK ETC. 16, THE CONTRACTOR OR OWNER( IF OWNER/BUILDER AS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF ALL CONSTRUCTION WORKERS. 1-(, THE CONTRACTOR OR OWNER( IF OWNER/BUILDER )IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 18. PLUMBING CONTRACTOR SHALL VERIFY CENTERLINE DIMENSIONS OF FIXTURES AS PER OWNERS SELECTION. 19. ALL WINDOWS AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOW AND DOOR SUPPLIER. 20. ALL EGRESS WINDOWS FROM BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.0 5.F AT GROUND FLOOR LEVEL AND 5.1 S.F. AT SECOND STORY LEVEL. THE MfNIMUN NET CLEAR OPENING HEIGHT SHALL BE 22" OR GREATER, 20" OR GREETER AT WIDTH. EXISTING FINISH FLOOR +10.44 I I I i I I I I I IINO Li u ZONING DISTRICT: PLAC AU 5OLEIL O EXISTING SITE AREA: 16,535 5a.FT, EXISTING FIRST FLOOR AREA UNDER A /C; 2,022 50.FT. EXISTING SECOND FLOOR AREA UNDER A /C: 2,504 SQFT. EX15TING GARAGE: 610 SQ.FT. EXISTING AREAS UNDER POST SUPPORTED BALCONY: 205 5Q.FT. TOTAL EXISTING BUILDING SQUARE FOOTAGE: 5,341 SQ.FT. TOTAL EXISTING BUILDING F.A.R:.32.3 EXISTING METER AND 2,0-12 SQ.FT. EXT'G EXT'G 2,555 SQ.FT. PROPOSED GARAGE (NO CHANGE): 610 SQ.FT. EXISTING AREAS UNDER POST SUPPORTED BALCONY: 185 5Q.FT. TOTAL EXISTING BUILDING SQUARE FOOTAGE: DISCONNECTS. A/C A/c COMP "2 COMP #I EXISTING POOL EQUIPMENT EXISTING 48" HIGH CONCRETE WALL. +9.4 +1.9 150.00, PROPOSED SITE PLAN_ I +g.5 I L 0 T I 1 -4 X15TING oNC.� SPIRAL STAIR NEW 18 "x18" MARBLE TILES OVER EXT'G GONG. PATIO +830 +8.10 +8.5 +8.5 30' - 0" REAR WATER SETBACK i EXISTING POOL _EXISTING CONC. DEeK + .4 XIS IN +8.84 SPA I 4 13' -0' Q w m NE DECK +9.33 O `Qcnc SECTION +8.4 i= N N -6" U`t UY iii EXISTING CONCRETE BULKHEAD. NEW RETAINING WAL NEW STEPS N ,n EXISTING BOAT LIFT TO REMAIN. EXISTING WOOD DOCK TO REMAIN. z 005 -6 ti s '. k_ °akv. •� ,6p%.Zwtfl*-- MEN ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL: BREWERARCH ®AOL.COM >­4 (D V1 rr1 Q v1 - z C) z0 0 LL �o� > (3 W a n �zV� h DATE- 4 =2ro =O� PERMIT NO. REVISON& NORTH ZONING DISTRICT: PLAC AU 5OLEIL EXISTING SITE AREA: 16,535 5a.FT, EXISTING FIRST FLOOR AREA UNDER A /C; 2,022 50.FT. EXISTING SECOND FLOOR AREA UNDER A /C: 2,504 SQFT. EX15TING GARAGE: 610 SQ.FT. EXISTING AREAS UNDER POST SUPPORTED BALCONY: 205 5Q.FT. TOTAL EXISTING BUILDING SQUARE FOOTAGE: 5,341 SQ.FT. TOTAL EXISTING BUILDING F.A.R:.32.3 PROPOSED FIRST FLOOR AREA UNDER A/C;; 2,0-12 SQ.FT. PROPOSED SECOND FLOOR AREA UNDER A /C: 2,555 SQ.FT. PROPOSED GARAGE (NO CHANGE): 610 SQ.FT. EXISTING AREAS UNDER POST SUPPORTED BALCONY: 185 5Q.FT. TOTAL EXISTING BUILDING SQUARE FOOTAGE: 5,422 5Q.FT. TOTAL EXISTING BUILDING F.A.R:.32.8 EXISTING CONCRETE BULKHEAD. NEW RETAINING WAL NEW STEPS N ,n EXISTING BOAT LIFT TO REMAIN. EXISTING WOOD DOCK TO REMAIN. z 005 -6 ti s '. k_ °akv. •� ,6p%.Zwtfl*-- MEN ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL: BREWERARCH ®AOL.COM >­4 (D V1 rr1 Q v1 - z C) z0 0 LL �o� > (3 W a n �zV� h DATE- 4 =2ro =O� PERMIT NO. REVISON& NORTH ®- ----------- - - - - -- ®----- - - - - -- i i I i I i I i i I i I 121-011 i I i i i i EXISTING CL05ET AND PARTITIONS TO SE REMOVED EXISTING DOOR TO BE REMOVED EXISTING FIRE PLACE TO BE REMOVED EXISTING L,4V, TO BE REMOVED. SAVE AND PROTECT. EXISTING DOORS AND PARTITIONS TO VE REMOVED EXISTING BI -FOLD DOOR, PARTITION, AND SHELVING TO 5E REMOVED EXI5TINCs PORTION WALL TO BE REMOVED EXISTING PLANTER AND STAIRS TO BE REMOVED. REFER TO SLAB FOUNDATION DETAILS FOR FIN GRADE ELEVATION. 114 = -ol EXISTING DECK, STAIRS, CMU PRI VAC'i' WALLN AND RAILIN(!2s5 TO SE REMOVED. VERIF"T, 5TRUCTURE PRIOR TO DEMOLITION. EXISTING WINDOW AND C,r (U PORTION 01= WALL TO BE REMOVED. REFER TO WINDOW 5GHEDULE FOR DETAIL5 EXISTING WINDOW AND CMU PORTION OF WALL TO 5E REMOVED. REFER TO WINDOW SCHEDULE FOR DETAILS EXISTING POOL EQUIPMENT TO BE RELOCATED. GOORIDN.4TE WITH LANDSCAPE ARCHITECT. EXISTING A/C G01"IPRE66ORS TO REMAIN. EXISTING PORTION WALLS TO BE REMOVED EXISTING CLOSET AND PARTITIONS TO BE REMOVED EXISTING WINDOW AND 0 IU PORTION OF WALL TO BE REMOVED. REFER TO WINDOW SCI4EDULE FOR DETAILS EXISTING L.P TANK L OGAT I ON. ION PLAN h o a PAK a05l0.Z M*aflml B�Zwtp*ll. MEN ARCHITECTURE 85 SE DELRAY 4TH AVENUE BCH, FL 33483 PHONE 561.272.7301 FAX. 561.272.3722 EMAIL: BREWERARCH@AOL.COM I� r 1 1 Q LLI O zo -� O � > W Ln a-,� DATE: 4 =26 =05 PERMIT NO. REVISIONS: r� 0 z EXISTING WINDOW T BE REMOVED. EXISTING STAIRS TO BE REMOVED, EXISTING 4 "X4" STEEL COLUMN TO BE MOVED. SHORE UP EXISTING STRUCTURE PRIOR TO MODIFICATION, SEE NEW FLOOR PLAN FOR NEW COLUMN LOCATIONS. I I I 1 I I I EXISTING COUNTER TOP TO BE REMOVED. ❑� i SAVE AND PROTECT DOUBLE SINK. CAP 00 i i i OFF PIPES AND i I - - - -J I DRAINS I I I 010 I I I I I I I I I EXISTING WINDOW AND PARTITION TO BE REMOVED EXISTING SLIDING DOOR TO BE REMOVED EXISTING RAILING TO BE REMOVED EXISTING STAIRS TO BE REMOVED EXISTING 4 "X4" STEEL COLUMN TO REMAIN IT - -- III III EXISTING WALLS AND LT_ T 7 SHELVES TO BE REMOVED EXISTING SHELVES I TO BE REMOVED I I I I II I I - - - --1 I II II II II I L - - -J - - - - -- L - - - - -J - EXISTING CONC. WALL AND STRUCTURE TO BE REMOVED. SNORE UP EXISTING ROOF TRU55ES A5 REQUIRED PRIOR TO MODIFYING ANY' EXISTING DOWN STRUCTURE. g - -- - - - -- - -_. -------------- - ------ - - - - -- Via: �u I � ----------- - - - - -- EXISTING ENTRANCE DOOR AND STRUCTURE TO BE REMOVED. SHORE UP EXISTING ROOF TRUSSES A5 REQUIRED PRIOR TO MODIFYING ANY EXISTING STRUCTURE. NOTIFY' ARCHITECT IF FIELD CONDITIONS DIFFER FROM DRAWINGS. REMOVE PORTION OF CMU WALL, REFER TO WINDOW SCHEDULE FOR D IMENS IONS DOWN uY I I I EXISTING PARTITIONS TO BE REO" LOVED EXISTING BATH FIXTURES TO BE REMOVED, WATER AND DRAIN PIPES TO BE CAPPED OFF, SAVE AND PROTECT ALL ELEMENTS PORTION CMU WALL TO BE REMOVED, REFER TO WINDOW SCHEDULE POP, DIMENSIONS / / i BALCONY' THIS SIDE TO REMAIN. BALCONY' THIS SIDE TO BE REMOVED. ======== --================= =L= = = = = == EXISTING SCREEN DOOR TO BE REMOVED EXISTING DOOR AND GLAZING TO BE REMOVED EXISTING WALLS AND DOOR TO BE REMOVED F�--- ��---------------- - - - - -- I I--------------------- I II II II II I I I I I --------------------- -------------------- I I EXISTING DOOR 8 WD. WALL TO BE REMOVED i I I I EXISTING CLOSET SHELVING TO BE I REMOVED I -------------------- - - - - -� EXISTING 4 "X4" STEEL COLUMNS TO REMAIN. a a� 4C 1W om SECOND FLOOR DEMOLITION PLAN 1/4 6 11-011 006 -6 mov "t 'bp4%% MEN ARCHITECTURE 85 SE DELRAY 4TH AVENUE BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL. BREWERARCH@AOL.COM V lu Q T 1 v 1 _ � z0 [~� LL O o Q o W > - C Ll� _ Z zZ LI_ Ln P4 �0 DATE: .4-2ro-05 PERMIT NO. REVISIONS: Z 0 z c0 � o IF Z)1A4fpZ1KR OM VE TIL,4 OR (E) I I iI ' 1 i I EXISTING I i WET BAR I 1P�8 D A R K R CAM pl FROVI E \ -NOTE: PROVIDE DOG WEATHERSTRIPPING DOOR pl AND DOOR SWEEP (LIGHTPROOF) DI EXT'G D1 EXT'G BATH SAUNA 1�� � JIO EXT'G LAUNDRY 1� ► 1 11 M IN 1' -1011 o' m .. �_ m .. D1 411 2' -� FMI EXISTING BEDROOM 1�g Dl POURED, STAINED DI TEMP. c3L CONCRETE 1 =LOOR5 SHOWER THROUGHOUT. EXT'G �NC�osuRE D BATH ®I 11� GAME ROOM = I DILs CLOSET e BATH 113 ------- - - - - -- /J'j 411 201 -01, �I_211 �I_/711 / I_QII S6/ 1 z CLOSE(. IC%iJ✓ AHU � 112 � D 1 DI D1 EXISTING EL E V,4TOR t' -411 41- 411 F-) I S L,4 T' SHEL VE S ice. 1 (E)�� 411 1 D1 TAMP BATH ' 91-I E R cLOC 114 11� DI 4 11 11 51 -41 41_211_ DI � 4� I L -_ 12' -011 DN. DN. x 'J m 31 - -i" 11 -101' v 3' -711 (� FOYER �—I 1�2 EXISTING WI DI N WI BEDROOM EXISTING GARAGE 11� 1 _ "'F' IT Il 1 _ �{ �{ _ 11 SL/ L "'F _ 1 6' ENTRANCE W1 m ENTRY c4NOP�r _ EXISTING RAISED PLANTER 23' -4 "— ELEV. 3.51 ,4 F.1=. N m �4 3' -211 1 -R11 WATER FE, 4TURE ELEV. I 1- i A a ELEV. 0.0' 4.F-.F-. 31 -511 41_211 /4/V4" I � _31_011 411 D1 D1 m 0 N 1 �t k I _ m � EXISTING METER AND D 15CONNECT5 TO REMAIN. - ,n EXISTING BEDROOM 11� D1 ELEV. Ilk 4.5' A.F.F. EXISTING RAISED PLANTER ELEV. ,� 010 <, , 71 25' -SII PROPOSED FIRST FLOOR- 1/411 OQy.6 m 0 0 mtkm '6p%.1Zw MEN ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL: BREWERARCH@AOL.COM >_4 Io-4 M--I W I� H t C Lai c) zo -W )�oLL o- y o< W 0 0 �- _ z LL — DATE: 4-2(o-05 PERMIT NO. REVISIONS: 0 z LJ LJ r� cqlt opi LJ MEN ARCHITECTURE 85 SE 4TH AVENUE 20' -011 DELRAY BCH, FL 33483 EXT' G NEW 3' -ro" PHONE 561.272.7301 1s4 411 � �� 1 4 8' -(0" 8' -(0" �� �� 5 2 3' -0" FAX. 561 .272.3722 EMAIL: BREWERARCHOAOL.COM W1 Wl = DINING ROOM W 6 6" 4"r 4" 10" 'Fro,, O11J1 ENCASE 4 STUCCO ~ EXT'G 4 "X4" STEEL ___ __________ GOLLII"N TO I" I4TGH EXISTING. NEW 4 "X4" STEEL COLUMNS. - = z `� BALCONY Q� 200 1 1 ►n �4 X D1 - w I i D4RK SLATE l D1 I I BOTTOM EDGE. ® r F1 1 _j 1 STAGGED CUBES i "x24 "x20" @ @ (2) 6 24 FLAT PANEL Q STAGGERED i STONE WALL T.V. Q ZI 1 - ---- ---------- ---------- ----- - - -- - LIVING ROOM z , a z 0 Lu PANTRY I KITCHEN I 2sa� 3 5 _q MASTER BEDROOM � z i X11 �0 2�6 D 1 B41" 1800 FLOORS THROUGHOUT. N = o >(3 L u - - --� I STACKED CUBES 4 1' -0" 1' -0.. 411 - (— O . 1 N WIN 1 GO LER I 1 1 (2) a 24"44"x20 5' -0" rt' -0" 3' -0' � LL 1 "wx18" "d J 10 EXT G P 1 - -J N i cfJ 1 ' DAR< 5L,4TE e 12 hx4 REGE55E5 BOTTOM 60" Ln ^ — 2�3 i BOTTOM EDGE. i D1 � 1 Di 1 D1 EX15TING L-------------------------- - - - - -- - - - -- - ELEY4TOR � /11�7 74V 2�_3�� - 3 -8 3 -g � D1 - ® UP All _ X� EXISTING—/ r- \ 1 ' BEARING WALL CDI I _ ' MASTER BATHS W1 4" —11-all L- ------ - - - - 2' -10" 31-011 -- = 2s�9 j� _ I (o "x(o MEDIA ROOM CURB � 11 u u u `ri I D1 4HU ff/m#191 DN. DN. •�,, 1 � KOHL R _ 4 ►�' -4" B' -4" i I I I I - RI VEZATH 1 WI @ i � L � — yD � m p1 , DATE: 4 -2 & -O� PERMIT NO. ~ 1REMOVE EXISTING - -- B - -- - - -- _ - CASE6– m - �r @ - - - - - -- - - - - - -� ------ - - - - -- 8 "x12" P4P COLUMN & REPLACE W/ REVISIONS: PROVIDE MIN. i 48 x18 SP4 NEW 8 "x8" F8P LJ ACCESS PANEL i i EITHER SIDE OP WINDOW AS �.: 4' -0" 14' -0" 4' -0" 1 - @ EXT G OFFICE _ �_ ------- - - - - -� MASTER CLOSET ___ --ASTE - - -- - -- - S�� i �f �� �, �ru WI @ 217J1 @ Wi (' 1 r-- - 1 21� �� 'o o fy k I"• A :i� vsE�� G BUILT -IN DESK _ SEE DET41L 5/411 POR (51' OTHERS) 6' COLUMN DETAIL. 10' -0" 4' 0" 8' -0" 0 z FLOOR- 11411 a 11=011 A o la p0 � LJ LJ r� LJ REMOVE EXISTING ROOFING AND REPLACE W/ NEW TERRA COTTA COLOR CONCRETE BARREL TILE ROOF, OVER NEW LAPPED 300 FELT TIN — TAGGED EXT'G PLYWOOD SHEATHING. EXISTING FASCIA BOARDS TO BE REFINISHED AFTER REMOVING GUTTERS, OR REPLACE AS REQUIRED W/ NEW CYPRESS BOARDS TO MATE EXISTING PROFILE. INSTALL NEW COPPER DRIP EDGE AS REQUIRED THROUGHOUT. NEW Ef S SOFFIT CROWN. VERIFY STYLE W/ OWNER TOP OF TIE BM. EL_ ( +) 20' -4" NEW MAHOGANY COLORED ALUMINUM "BAHAMA SHUTTER" OVER EXISTING ALUMINUM WINDOWS. 2nd FIN, FLOOR EL_ ( +) 11' -4" TOP OF TIE BM. EL. ( +) 10' -4" FIN. FLOOR _ EL. 0' -0" NEW 18 "x18" LIMESTONE TILES OVER EXISTING TEXTURED — STUCCO GARDEN RETAINING WALLS. (RAISED PLANTERS) REMOVE EXISTING CEI If TOP OF TIE BM. EL. (+) 20' -4" 2nd FIN, FLOOR EL. ( +) I1' -4" TOP OF TIE BM. EL_ ( +) 10' -4" EXISTING HEAVY TEXT STUCCO GARDEN RET,. WALL. FIN. FLOOR EL. 0' -0" REMOVE EXISTING ROOFING AND REPLACE W/ NEW TERRA COTTA COLOR CONCRETE BARREL TILE ROOF, OVER NEW LAPPED 30# FELT TIN TAGGED EXT'G PLYWOOD SHEATHING. C EXISTING ROOF CRICKET NEW 1112" STUCCO BAND ON CHIMNEY / NEW COPPER CLAD __1 FRONT DOOR CANOPY. ------ ------ 4, --------- -------------- - It I Ell AM L-- a-- -4-_J-- I---- I---- I---- ' - - -�_- \-- j1-- 4-- - -1�-- IK NEW i" IAHOGANY FRAMING SYSTEM W/ CLEAR IMPACT GLASS. NEW & "x&" MAHOGANY PROPOSED SOUTH ELEVATION COLUMNS. NEW MAHOGANY DOORS 1/4„ _ 11-0 11 W/ VISION LIGHT PANELS. EXISTING CHIMNEY GAP HT. EL_ ( +) 31' -6" EXISTING ROOF PEAK HT_ EL. ( +) 28' -4" EXISTING MEAN ROOF HT. EL. ( +) 24' -2" 3/4" WIDE VINYL STUCCO REVEALS. NEW SMOOTH STUCCO FINISH APPLIED OVER EXISTING TEXTURED STUCCO. NEW 18 "x18" LIMESTONE TILES OVER EXISTING TEXTURED STUCCO GARDEN RETAINING WALLS. (RAISED PLANTERS) TOTAL FACADE AfR A: 1,0 -4-4 SR TOTAL UJ INS ) OW ASE ,4: 230 5.1°. 22.ro% OF TOTAL L VAT�CN EXISTING CHI1" INE T' CAP HT. EXISTING SOUTH ELEVATION 11411 11-011 HT. 3' - 4'• = HT. 4' -21' 0 05 -sit MEN ARCHITECTURE 85 SE DELRAY 4TH AVENUE BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL: BREWERARCH@AOL.COM F� 1+1 O LLI�-LL ® __j E O O� W C) zH DATE: 4 =2 (o=05 PERMIT NO. REVISIONS: EXISTING CHIMNEY GAP HT. REMOVE EXISTING ROOFING AND REPLACE W/ NEW TERRA COTTA COLOR CONCRETE BARREL TILE ROOF, OVER NEW LAPPED 30# FELT TIN T.ACn D__EX_T'Ci_�WOOD SHEATHING. EXISTING ROOF PEAK HT. EL. ( +) 28' @4" EXISTING MEAN ROOF HT. EL. ( +) 24' -2" — — TOP OF TIE BM. _ EL. ( +) 20' -4" NEW 111/2" STUCCO BAND ON CHIMNEY NEW ALUMINUM GUARDRAIL (PAfNTED SILVER). 2fid FIN. FLOOR €L- ( +) 11' -4" TOP OF TIE BM. EL. ( +) 10' -4" — — — NEW ALUMINUM SPIRAL STAIRS (PAINTED SILVER). FIN. FLOOR — EL. 01 -011 EXISTING CHIMNEY C,4P HT. EXISTING ROOF PEAK HT. EL- ( +) 28' -4" — — J, EXISTING MEAN ROOF HT. EL. ( +) 24' -2" — — TOP OF TIE BM. EL. ( +) 20' -4" — — 2x01 FIN. FLOOR €L. ( +) 11' -4" TOP OF TIE BM. EL. ( +) 10' -4" — — REMOVE EXISTING WOOD PLATFORM $ STAIRS. FIN. FLOOR €L. 0' -0" — — F----------- - - - - -- EXISTING FASCIA 5OARD5 TO BE REFINISHED AFTER REMOVING nUTTERS, OR REPLACE A5 REQUIRED W/ NEW CYPRE55 BOARDS TO MATCH EXISTING PROFILE. INSTALL NEW COPPER DRIP EDGE AS REQUIRED THROUGHOUT. 0 - - - - - - - - - - ---------------------- t-------------------------------- - - - - -- - -- PROPOSED NORTH ELEVATION �I -------- - - - - -, REMOVE EXISTING ROOFING AND REPLACE W/ NEW TERRA COTTA COLOR CONCRETE BARREL TILE ROOF, OVER NEW LAPPED 30# FELT TIN TAGGED EXT'G PLYWOOD SHEATHING. NEW EPS SOFFIT CROWN. VERIFY STYLE W! OWNER 3 %" WIDE VINYL STUCCO REVEALS. NEW SMOOTH STUCCO FINISH APPLIED OVER EXISTING TEXTURED STUCCO, /--NEW SMOOTH STUCCO FINISH 36'' HIGH BAND WITH VINYL STUCCO STOP. (MATCH PLANTER HE IGHT) TOTAL FACADE ,4 >4_ 1,204 S_F_ TOTAL WINDOW A A: 4K 5.F. 40.1 i® OF TOTAL ELEVATION EXISTING NORTH ELEVATION ROOF. G Sri' 406 .6 MEN ARCHITECTURE 85 SE 4TH AVENUE DELRAY BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL: BREWERARCH@AOL.COM H� F� THE v 1 1 T v 1 � zo O � W oQ W oo� �z� DATE: 4-2r o-05 PERMIT NO. REVISIONS: 1�m 0 EXISTING CHIMNEY CAP HT_ EL. ( +) 31' -ro '' EXISTING-,: ROOF PEAK HT. EL. ( +) 25' -4" - - EXIST (NC -' MEAN ROOF HT. EL. ( +) 24' -2" TOP OF TIE EL. ( +) 20' -4" 31/4" WIG REVE4 NEW S>~ FINISH EXISTIr 2n6 FIN. FLOOR STUCCO EL. ( +) 11' -4" TOP OF TIE 8M. Y EL. ( +) 10' -4" — — NEW 6' WALL". FIN. FLOOR _ — EL. 0' -0" EXISTING FASCIA 50,41RDS TO SE REFINISHED AFTER REMOVING GUTTERS, OR REPLACE ,45 REaUfRED W1 NEW CYPRESS BOARDS TO M,4TG EXISTING PROFILE. INSTALL NEW COPPER DRIP EDGE AS REQUIRED THROUGHOUT. iooi NEW EPS SOFFIT GROWN, VERIFY STYLE W/ OWNER NEW 111/2" STUCCO BAND ON CHI1'INEY REMOVE EXISTING ROOFING AND REPLACE W/ NEW TERRA COTTA COLOR CONCRETE BARREL TILE ROOF, OVER NEW LAPPED 30# FELT TIN TAGGED EXT'G PLYWOOD 5HE,4THINS. r - - - -- - - - - - - - - - - - - - - - - - - - ------------------------------------------------ �---------------------------------------------------------- - - - - --- zz, - - - - - - - - - - - - - E VINYL STUCCO 100TH STUCCO APPLIED OVER dG TEXTURED - HIGH "WATER SEE DET,41L. 0 � .8p*41, MEN I i E II I II I II ° ARCHITECTURE WINDOW 4 REPLACE W1 4TH AVENUE BCH, FL 33483 _ 561.272.7301 FAX. 561 .272.3722 / NEW WINDOW. NEW ALUMINUM GUARDRAIL (PAINTED SILVER). TOTAL PA0AE)E A A: 108ro 5F, 2ro.ro%l OP TOTAL ELEVAT(ON NEW ALUMINUM SPIRAL STAIRS (PAINTED SILVER). I ' I I i-- - - - - -- � / M� 1 W i 1 � 1 Q TT O Lu LL I I O I I O � O L J I I I I W - - - -- -----------I------ 1 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o-, O I I - - - - - - - - - - - - - 1 ------ 1 ------ I I I '-1G HEAVY TEXTURE 4= 2ro =OE� PERMIT NO. REVISIONS: I I I O GARDEN RETAINING I I I I I I I I I I I ---------------- I I i I �� � - - - -- - - - - - - - NEW 18 "x18" LIMESTONE TILES OVER EXISTING TEXTURED STUCCO GARDEN RETAINING WALLS. EXISTING;. CHIMNEY CAP HT. EL. ( +) 31' -ro" EXISTING ROOF PEAK HT_ EL. ( +) 28' -4" EXISTING MEAN ROOF HT. EL. ( +) 24' -2" - - TOP OF TIE 1/51'1. EL. ( +) 20' -4" — — 2nd FIN. FLOOR EL. ( +) 11' - 4" TOP OF TIE BM. EL. ( +) 10' -4" — — EXISTI STUCC WALL. FIN. FLOOR EL. 0' -0" - - - NEW SMOOTH STUCCO FINISH 36" HIGH BAND WITH VINYL STUCCO STOP. (MATCH PLANTER HEIGHT) man d a 9 M&TLAI 1/4" = 11-011 DO r----- �----------------------------------------------------------------------------------- - - - - -- -- ------------------------------ ----------- - - - --1 REMOVE EXISTING ROUND .8p*41, MEN ARCHITECTURE WINDOW 4 REPLACE W1 4TH AVENUE BCH, FL 33483 _ 561.272.7301 FAX. 561 .272.3722 / NEW WINDOW. M� 1 W i 1 � 1 Q TT O Lu LL I I O I I O � O L J I I I I W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o-, O I I - - - - - - - - - - - - - 1 ------ 1 ------ I I I '-1G HEAVY TEXTURE 4= 2ro =OE� PERMIT NO. REVISIONS: I I I O GARDEN RETAINING I I I I I I I I I I I ---------------- EXISTING EAST ELEVATION 1/411 - 11-011 REMOVE EXISTING CEMENT TILE ROOF. NOTE: REMOVE ALL EXISTING DOWNSPOUTS AND GUTTERS. REMOVE EXISTING WOOD PLATFORM 4 STAIRS. I!% m m*q-tmq .8p*41, MEN ARCHITECTURE 85 SE DELRAY 4TH AVENUE BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL: BREWERARCHC5AOL.CQM M� W 1 Q TT O Lu LL O W - Ly O � O Z LL W Ln p! o-, O DATE: 4= 2ro =OE� PERMIT NO. REVISIONS: EXISTING GHI1" 1NEY GAP HT. EL. ( +) 31' -6" ,� EXISTING ROOF PEAG HT. EL. ( +) 28' -4" EXISTING MEAN ROOF HT. EL, C +) 24' -2" TOP OF TIE BM. EL. (+) 20' -4" 2nd FIN. FLOOR EL. (+) W -4" TOP OF TIE BM. — — — EL. (+) 10' -4" NEW ALUMINUM SPIRAL STAIRS (PAINTED SILVER). FIN. FLOOR EL. 0' -0" ri EXISTING CHIMNEir GAP HT. EL. (+) 31' -6" EXISTING ROOF f EL. (+) 28' -4" EXISTING MEAN F EL. (+) 24' -2" TOP OF TIE BM. EL. (+) 20' -4" 2nd FIN, FLOOR TOP OF TIE 81"1. EL. (+) 10' -4" REMOVE EXISTING WOOD PLATFORM 4 STAIRS. FIN. FLOOR EL. 0' -0" NEW 11/2 " STUCCO BAND ON GHIMNEir EXISTING FASCIA BOARDS TO BE REFINISHED AFTER REMOVING GUTTERS, OR REPLACE AS REQUIRED WI NEW C'I'PRESS 50ARD6 TO M4TC� 4 EXISTING PROFILE. INSTALL NEW COPPER DRIP EDGE 45 REQUIRED THROUGHOUT. I El C REMOVE EXISTING ROOFING AND REPLACE W/ NEW TERRA COTTA COLOR CONCRETE BARREL TILE ROOF, OVER NEW LAPfi ED 300 FELT TIN TAGGED EXT'G ?L''WOOD SHEATHING. EXISTING WINDOW ir - -- - - - - -� - - - - - - - - - - - - - - - - - - - - - - - -- -----,------------------ N------ - - - - -- -------- ,------------- - - - - -- ------------------------------- - 7,1------ - - - - -, \ NEW SMOOTH STUCCO FINISH 36" HIGH BAND WITH VIN'I'L STUCCO I MATCN PLANTER PROPOSED WE S T ELEVATION NEL t REMOVE EXISTING ROOFING AND REPLACE W/ NEW TERRA COTTA COLOR CONCRETE BARREL TILE ROOF, OVER NEW LAPPED 301* FELT TIN TACC-;;C EXT'G PL' WOOD SHEATHING. _ EXISTING MEAN ROOP HT. � EL. (+) 24' -2" NEW EPS SOFFIT GROWN. VERIF'Ir STILE W/ OWNER 3/d" WIDE VIN"rL STUCCO REVEALS. NEW SMOOTH STUCCO FINISH APPLIED OVER EXISTING TEXTURED STUCCO. TOTAL= FACADE A A: UK S.F. TOTALS UJINDOW 4F-, ,4: 124 15-F- 10-5% OF TOTAL ELEVATION NEW 18 "x18" LIMESTONE TILES OVER EXISTING TEXTURED STUCCO GARDEN RET,41NINGc WALLS. EXISTING WEST ELEVATION 1�4�� ®1 aoll I L E (ROOF. $` Q j wx Tt m m 0 .6p*-_tWtfl41% MEN ARCHITECTURE 85 SE DELRAY 4TH BCH, FL AVENUE 33483 PHONE FAX. EMAIL: BREWERARCH 561.272.7301 561 .272.3722 ®AOL.COM >__q M--4 M-� F+i W z LL, H Tr 1 v1 (Z) �o� Q Q ry Z 0 o W l� zLL Ln J 8 DATE: 4-2(o-05 PERMIT NO. REVISIONS: EXI5TING CONCRETE DRIVEWA'T' ANEW STEPS _�D ,_ �/ 1 /2 I I I 11 1 - 0 NEW EF5 SOFFIT CROWN. VERIF'r' ST'I'LE W/ OWNER TOF OF 2nd FLOOD 51" 1. (EXISTING) EL- 201 -411 - TOF' OF CANOP'r (NEW) EL. i4' -10" 2nd FIN. FLOOR (EXISTING) EL. 1P -oil NEW WATER WALL FE,4TURE EXISTING i=LANTING BED EXISTING RETAINING WALL TOE OF LANDING (EXISTING) EL. +3' -2" .,. lit FIN. FLOOR (EXISTING) EL. 0' -0" • • • 1' =0' 0 4 all � EXISTING CONCRETE GARDEN WALL TO REM,41 8 "Xa" TH1,CXENED EDGE W/ (1) S D1A. RE5,4R CONT.' W_W_F — 04 NOSE 5,4R I � I,_ov I ' BARRIER Z TOR OF RETAINING WALL EL 3` =0" A.F.F. FRONT ENTRANCE NEW FIXED GLASS WINDOW MEN ARCHITECTURE h1L 10 ® PHONE 561.272.7301 FAX. a EMAIL: BREWERARCH®AOL.COM INNIS 0 4 all � EXISTING CONCRETE GARDEN WALL TO REM,41 8 "Xa" TH1,CXENED EDGE W/ (1) S D1A. RE5,4R CONT.' W_W_F — 04 NOSE 5,4R I � I,_ov I ' BARRIER Z TOR OF RETAINING WALL EL 3` =0" A.F.F. FRONT ENTRANCE NEW FIXED GLASS WINDOW MAHOGANY SWIN DOOR. SEE DOOR SCHEDULE FOR 5PEGiFICATIONe. ro "xro" M,4+40C;,4N'�' COLUMNS NEW 5TEi=1 IN 5L.48 FOR WATER WALL RETENTION TROUGI4. NEW ENTRY SECTION 1/211 = 11 =011 4' - a EX I5T ING ROOF - FR,4r 1ING 5''STEM EXISTING 8 "x12" GONG. TIE 5EA1'1 TO 5E REMOVED AND REfi L ,4CED WITS NEW GIRDER TRUSS BY TRUSS MANUFACTURER. (SEE ROOF FRAMING PLAN.) SNORE U1= EXISTING ROOF i=iRIOR TO THE REMOVAL OF ANT STRUCTUR,4L ELEMENTS. COPPER WRARRED ENTRANCE CANOPY W/ 1 "x3" MAHOGANY T 4G CEILING. r I _A ` C = = =? i p tA A to au ° MEN ARCHITECTURE 85 SE DELRAY ® PHONE 561.272.7301 FAX. a EMAIL: BREWERARCH®AOL.COM MAHOGANY SWIN DOOR. SEE DOOR SCHEDULE FOR 5PEGiFICATIONe. ro "xro" M,4+40C;,4N'�' COLUMNS NEW 5TEi=1 IN 5L.48 FOR WATER WALL RETENTION TROUGI4. NEW ENTRY SECTION 1/211 = 11 =011 4' - a EX I5T ING ROOF - FR,4r 1ING 5''STEM EXISTING 8 "x12" GONG. TIE 5EA1'1 TO 5E REMOVED AND REfi L ,4CED WITS NEW GIRDER TRUSS BY TRUSS MANUFACTURER. (SEE ROOF FRAMING PLAN.) SNORE U1= EXISTING ROOF i=iRIOR TO THE REMOVAL OF ANT STRUCTUR,4L ELEMENTS. COPPER WRARRED ENTRANCE CANOPY W/ 1 "x3" MAHOGANY T 4G CEILING. r I _A ` C = = =? i p tA A to au ° MEN ARCHITECTURE 85 SE DELRAY 4TH AVENUE BCH, FL 33483 PHONE 561.272.7301 FAX. 561 .272.3722 EMAIL: BREWERARCH®AOL.COM W F---i 1 r v 1 W Cz - -' O LL O� 0w Q � zH w D z c)-,� DATE: 4 -2 & -0E PERMIT NO. REVISIONS: 1 i. a I W �i . Q j ZI L Q C� — 65.47 © COPYRIGHT 2004 OBRIEN, SUITER & 0 BRIEN, INC. sup � "o'er �`Srs �5 C3" �q0, Wpm T A� D� X512 F coQ, g 5j$ p( SAD j f85 ���� ,dp °.s• iS4 °�� ,-511 ., fBAi ^J x�p ° O c� CV li Cam, C O N C co EZEVq OF c0 LONG' , z L�pW� p _�O� L�`'C� ^V = ` 0 10 10 11Z /7 r-AI036 R 198• ao 5 x �4 oOR arc XS N ~ Q O 63• o & Az ° y O \, ry .. ry ^ 3 x 0 � 234• � G �i �/ G U 1' L .4 4, 196• 04• � H'•4[( r E R G 0 W444 ETA( C FOUND 518" IRON x3225 0 ° N C . ib ROD (NO NUMBER) Ak5 DR/ V W.M. +7.5 U.2 8 P SET I.R. B `g$ _ /INDIGO_ POINT 9 .9 �- BENCH MARK. TOP PA V E D NAL AND WAS1•,ER ELEVATION +7.87 or EZEV�Vy�' 1- 1 DESCRIPTION: L OT 75, PLACE AU SOLEIL, ACCORDING TO THE PL T THEREOF, AS RECORDED IN PLA T BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. CERTIFIED TO: NICOLE F. BROWN CRYSTAL TITLE & ESCROW CO. INC. ATTORNEYS' TITLE INSURANCE FUND, INC. LEGENDA; = CENTERLINE CONC. = CONCRETE L.P. = LIGHT POLE I.R. = 518" IRON ROD WITH CAP #LB 353 P.E. = CONC. PAD FOR POOL EQUIPMENT P.N. = CONC PAD FOR POOL HEATER W.M. = WATER METER U.S = UTILITY BOX P = PLANTER FLOOD ZONE- A5 (EL 7) +787 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929 SOURCE.' FLORIDA GEOLOGICAL SURVEY BENCH MARK "B -98" 1 ,E z., VIED. AA Town of Gulf SIB € I MAP OF BOUNDARY SUR VE Y I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. PAUL D. ENGL Ed NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LU -0-40- u CY) o Co ., ry •. V) Lo 81 ' I o .. L.0 < a u :z E V I S I iNI I co CD 2 0 1 1 1 1 1 1 C�tfGW VwKV+'f l- o��'�orJ �St�> -r A s\ 1, S S � A + + + + X8/+ 1 + + � T i 6 +7.01 +8.4 C N N +9.4 ; vi .� +7.9 150.00' -- '- - - -� -- — • 1 1 +9.5 +8.5 1 1 vmw- EXISTING CONCRETE -- — -------- DRIVE. • A � r uj 1 T`, o 1 + I 1 \ 1 1 I , , 1 I I I 1 I 1 1 1 ' 1 1 I + � + EXISTI G �F GATE. 1 EXISTING RAISED I PLANTER. +\ I 11 � +9.50 +9:75 I 1 193 8'20" X \, EXISTING 8S + I I i I CONC. ` GARAGE EXISTING 4 CONCRET L U +9.81 + 1 + � EXISTING CONC. + ++ . 1 1 FLOOR +10.36 O +9.6 1 ❑ RAISED \EXISTING I PLANTER. `. FLOOR \ 1 +15.96 EXISTING 7 CONCRETE DRIVE_ 1 I ( I + +8.88 1 +8.5 rm ❑ FINISH +10.44 I 1 1 I CONCRETE + i /----EXISTING 4 BULKHEAD. 0 T 7 ;- Q OM i EXISTING BOAT LIFT. 0 N 7 I i I ,Cl 'CJ EXISTING EXISTING CONC. POO! I I a DECK 1 ' , ' I I F1 =T�f El IJ 1 ❑ ❑ 1 Ii t LNE OF BALCONY i EXISTING CONC. I 1 1 r; A I DECK , 2 _I i I 44 1 SPA XISTI dG +8.84 I z WOOD DOCK. 1 9.7 ® +9.70 N SPIRAL STAIR. 1 1 1 /---EXISTING EXISTING ETER ANA EX T ' E GdG -- - -- - - - -- - - - - -- 0 ISCONNE -� A/C 1• EXISTING OUND P COMP #1 m ` EXISTING + 0 1 (STING GATE. OOL EQUI ENT + .1 +7.01 +8.4 C N N +9.4 ; vi .� +7.9 150.00' -- '- - - -� -- — • 1 1 +9.5 +8.5 1 1 MATERIAL SCHEDULE Qty. Key Botanical / Common Name Size 12 Cnp Cocos nucifera palm/ Gm.Mlyn Coconut palm 18- 22ft.oa. 4 Prp -r Phoenix robellenii/ Pigmy date palm relocated 12ft.oa. 7 Lcp -c Livistonia chinensis palm/ Chinese fan palm, curved tmks 14- 20ft.oa. 2 Pep -m Ptychosperma McArthurii palm/ McArthur Alexander palm 14- 16ft.oa.,mlti. 6 Clp -r Chrysalodecarpens lutescens /Areca palm,relocated 18- 20ft.oa. 4 Sp -r Saba[ palm, relocated relocated " 1 Cst Cordia sebestena/ Geiger tree, orange 12x6ft. 2 Clt Cocculus laurifolia/ Snail seed tree 14x8ft. 2 Bst Bursera simaruba/ Gumbo limbo tree 18x10ft. 2 Tpt Tabebuia heterophylla/ Pink trumpet tree 14x7ft. 3 Cs -1 Cupressus sempervirens/ Italian cypress 10ft.oa. 2 B -gh Bambusa spp., "Golden Hawaian." 12- 14ft.oa.,mlti. 3 B -bb Bambusa spp., "Budda- belly" 9- 10ft.oa.,mlti. 1 B -1 Bambusa spp., "Black" " " „ 10 B -h Bambusa spp., "hedge- form" 6- 7ft.oa.,mlti. 79 H -Id Heliconia "lady -di" 3g. @30 "oc. 10 B -db Begonia spp. "devils back - bone" 3g. @2'oc. 84 B -dw Begonia spp. "dragon- wing" 63 Pc Plumbago capensis/ Blue leadwort 20 Fb Ficus benj./ Fig 4- 5ft.oa. @30 "oc. 77 Ac c Alocasia calif. compacts/ Dwf. elephant ear 3g.@2'oc. 145 Gif Green island ficus 3g. @18 "oc. 20 Dgm Duranta gold mound " " " 45 As -m Asparagus meyerii/ Foxtail fem 3g. @2'oc. 350 Oj Ophiopogon japonicus/ Mondo grass 1g. @8 "oc. 50 Oj-d Ophiopogon japonicus, dwf./ Dwarf Mondo grass 1 g. @6 "oc. 25 Ae Aspidistria elatiorf Cast iron plant 3g. @2'oc. 25 S Sedum 1g. @6 "oc. 93 Tjv 1pomea spp./ Railroad vine - 3g. @30 "oc. 50 Tf Tripsacum floridana/ Fl. gama grass 3g. @2'oc. Planting soils, see specs. & details Mulch, see specs. & details (3" fin, depth) Sod, solid floratam NOTE: ALL LANDSCAPE AREAS TO RECEIVE 100% IRRIGATION COVERAGE, WITH 50% OVERLAP (min.), INCLUDING ALL ROW. AREAS. IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC, WITH A RAIN SENSING DEVICE. ALL PROHIBITED SPECIES SHALL BE REMOVED FROM THE SITE, AND THE RE- ESTABLISHMENT THERE -OF SHALL NOT BE PERMITTED. 11*H�I1a 1. All plant material shall be Fl, #1, oe better, as per the latest addition of F1, Grades & standards. All "specimen" quality materials shall be F, Fancy, and shall be pre- approved by the Landscape Architect. 2. All plant materials shall be true to name & size, as per F1, Grades & Standards. Plant materials which do not meet, or exceed these standards will not be accepted. 3. Quantities, sizes, and locations of plants will be determined by the plan and material schedule. Saes of the specified plants shall take precedence over the container size . Spacing of the ground covers will be determined by the material schedule. Quantities shown on the material schedule are to be used as a guideline. The landscape contractor shall be responsible for the actual quantities shown on the plan. The plans will take precedence over the material schedule, Discrepancies shall be brought to the attention of the Landscape Architect, prior to commencing. 4. No sudstitutions shall be accepted without the Landscape Architect's written approval. All substitution requests shall be made in writing. 5. Planting soils shall be clean, sterile, and free of debris. Soil shall consist of 50 % Fi. muck % 50% clean sand. Tree's shall be installed with a minimum of 4" on sides & bottom of root balls. Shrubs, plants & ground covers shall be installed with a minimum of 4" on sides & bottom of root balls. Rooted cuttings shall be installed with a minimum of 4" of planting soils worked into the top 6" of the existing soils. Sobal palms and Phoenix specie shall be installed with a clean well drained sand. 6. Milarganite, or equal, fertilizer shall be applied to all plantings, per manufactures recommendations. In addition , "Agriform" tablets (20 -10 -5) shall also be applied to all plants 1 gol.,and above, per manufactures recommendations. 7. All tree's & palms shall be mulched with a 311, diameter circle. 3" minimum depth, All planting beds shall receive 3" finished depth, mulch upon completion of planting process. Mulch shall "Eucalyptus ", or approved equal. NO CYPRESS MULCH SHALL BE UTILIZED ON THE PROJECT. 8. All plants shall be planted at soil levels which they were previously grown. Shrubs and hedges are to be planted 2ft. away from any wall, or structures. Materials with a six greater than overhangs shall be planted so as not to impede the natural growth habit of the plant. 9. All materials are to be watered -in immediately after planting, so as to remove all air pockets. BIB materials oreato be hand- watered for a minimum of 1 week after installation, and there -after as required. Contractor shall advise the owner of any additional hand- watering requirements. 10. All tree's 8ft., or larger, are to be staked, or guyed, to provide ample support such that materials remain straight & true in an up -right position through the guarantee period. Staking & guying shall be performed at the option of the landscape contractor, except where required by code, However, the landscape contractor shall be responsible for all tree's & palms remaining straight & true through the guarantee period. In the event that a material shifts after it has been properly staked, or guyed, the landscape contractor shall not be held responsible. 11. All sod shall be "Floratam ", unless otherwise specified. Sod shall be dense, green, well- rooted, and free of debris, weeds, disease, or insects. A complete 6 -6 -6 fertilizer shall be applied at a rate of 101bs. per 1,000sq.ft.. Sod is to be watered to a depth of 3" immediately after installation. Grades are to be raked smooth, and all debris removed, prior to installation. 12. All tree's, plants & ground- covers shall be guaranteed for a period of 120 days, and all palms are for a period of one year, after the date od substantial completion, Phoenix canariensis & dactylifera palms are to be maintained, per growers /suppliers recommendations, by a qualified person, or firm. Said maintenance program shall be the responsibility of the owner. The landscape invoice will be deemed as rejection of the plant materials. The landscape contractor shall remove any, or all of the rejected materials from the site as their discretion. 14. The removal of "base rock" is not included in the landscape contract. 15. All grades ore to be within 2" of finished grades, prior to the landscape contractor commencing work. spacing on center var #cs see plant fist - round covers g° mulch 6' planting soil 6" min. ke jilt trdet:-u tit 2" cal:.:* 2 per tree. GUY all trews larger. them t" tial. N6i'Fl:: 8ta p Puff.. btrrtrtp,away' front top of root ball. Rerr ove sit norr-- bicrdegradeabla rrinterlats such_:aa. Wire, twin#, etc. ctrl rootbaft " Mulch �- -�-- -- a 1 ! black 'rubber hose to protect f finished grade W, min.: trunk from, wires 5' clear trunk urri$a1 13) guy Wires 41200 apaltl of atherwise, noted #12 gatv.. wire doubled, twist, to ,l) XeX0`,PTP,ataks S-7hru. tighten. Longths at rubber base (3) 2'X4'x8' braces naited to cover wire at Crotch over into blocking 'x47 PTP tr 66d, blocking r first starrdy b ana; h* iaatltd�r€i erptinif, trunk (not P rp W004 astske swltable, size chsrtrasuad survey 'tape nailed) 'rrl- tri to to Y er trartgth to, hold guys, drive flush f taggfng. burflti iig#tbooft trank- wl fintsh . glrade` t 24'x2'x4° min. r mulch � ar�F stake size) 4" hfgh saucer.° ' r><tuilttt _ - 8' min. Olson sand 441011x#(1_ gCSdas planting :stilt .. r -- ` ifilgh , cct l ar 0" min, 6" min. ke jilt trdet:-u tit 2" cal:.:* 2 per tree. GUY all trews larger. them t" tial. N6i'Fl:: 8ta p Puff.. btrrtrtp,away' front top of root ball. Rerr ove sit norr-- bicrdegradeabla rrinterlats such_:aa. Wire, twin#, etc. ctrl rootbaft " Mulch �- -�-- -- - ---- -- finished grade W, min.: phihn" irni) _f -OAQ'° " _:16* min. S-7hru. (3) 2'X4'x8' braces naited into blocking 'x47 PTP tr 66d, blocking iaatltd�r€i erptinif, trunk (not ch ttrduss survey nailed) 'rrl- tri to to Y er fa g1I f tape burflti iig#tbooft trank- & blocking ' r><tuilttt _ - 8' min. Olson sand 441011x#(1_ gCSdas -- ` ifilgh , cct l ar p'i~1 406t ataltk a- rain., guiui f izo i teneh ;' . clean sand #o hr3iiti bi�at�elt 1�$'"7€ �' x*" mia.) °drive flush, Oil filt0slt gra0eiAtake nallstl to brace.. �h M EEVIRSIONS IRRIGATION LEGEND 0 Toro 570 - Adjustable Flood Bubblers (to be utilized in upper Ct. yards & roof top pool areas) �, Toro 570- 6 Pop -up, Strip Series w/ pcd, pattern as shown (to be utilized in sod areas, only) ®� �, Toro 570- 12 Pop -up, Strip Series w/ pcd, pattern as shown Richdale 100 series valves, w/ bleeder valve Rainbird controller, PC series u Mini -click rain sensor Water Source: Dedicated irrigation meter (1" min.) NOTE: Main line & valve locations are shown for graphic clarity only. All mainlines & valves are to be located within landscape area's on -site. IRRIGATION NOTES: Notes: Automatic Irrigation System Water demand/ zone 71W Pressure required (refer to plan) C`7 GENERAL I® System shall be installed in accordance with a Fedrol, State, and local codes, Contract drawings and Contract Specifications. Irrigation design is based on "Planting Plan" dated 8.18.04 V) LE Contractor shall refer to this plan to coordinate sprinkler locations and pipe routing with plant locations. U U The water source for this system shall be an existing city water meter. w The master shut -off valve shall be activated via the automatic controller, and shall be used to depressurize the zone lines when the system is not operational. 'T Contractor shall adjust the irrigation, where noted on the plans for actual field conditions, and shall install the system in accordance with South Florida Irrigation �..0 Society Standards and specifications. L To insure proper operation of this system, pump size, pressure required, pipe and wire sizes, sprinkler spacing, installation details, and specifications shall be followed . . C4 < 0 as shown on the drawings and in the specifications. LLl Irrigation system shall provide 100% coverage, with a 50% overlap minimum, utilizing "rust- free" water source. If a well & pump system is to utilized, the contractor shall provide a "chemical injection system" to inhibit rust stains, if water sample testing indicates that there will be "rust" staining from the well water. ® ®° w cN *-0 () -C PIPING z V) j Pipe routing is schematic only, and shall be field adjusted for on -site conditions. ® W (\ . 1 All pipe shall be installed In accordance with local codes, and per manufactures recommendations. W Pipe routed under paver surfaces, and through planter walls shall be sleeved in SCH 40 PVC. Sleeves shall be of adequate size to allow for 1/2" clearance for pipe & ® � wire. Contractor shall verify the location, depth & size of all existing sleeves, as required. Pipe installed above grade for the backfiow preventer shall be SCH 40 Galvanized pipe. All other piping shall be PVC. The main line shall be SCH 40 PVC, laterals sized from 1" to 2" shall be SDR 26, Class 160, and laterals sized from 1" to 3/4" shall be SDR 21, Class 200 PVC pipe. LJ Pipe Shall be installed so the backfill depths are maintained at 18", for main lines and all lateral lines routed beneath pavement, and at 12" for ail other lines. The depths -� are to be taken from finished grades. W Backfill material shall be suitable material, free of rocks, stones, or other debris that could damage components of the irrigation system. O s� LL.. SPRINKLERS Sprinkler locations are schematic only, and shall be adjusted for wind, landscape materials, horoscope elements, etc.. to provide 100% coverage with a no overthrow onto paved surfaces, or building facades. Pop -up spray heads shall be Toro series 6 ", and 12" type, which are to be installed on flexible swing joints of Toro thick - walled poly pipe with 1/2" insert elbows. THERE SHALL BE NO 4" POP -UP HEADS UTILIZED FOR THE PROJECT. Shrub heads shall be installed at a uniform height of 6" above the plantings, and are to be located within planting masses so as to be concealed from view. i. Shrub type spray heads shall be Toro 570 series, and are to be installed on a 1 /2 "SCH 40 PVC risers. Bubblers are to be installed on a SCH 40 PVC risers at the base of the plant material, for low -level watering. o All SCH 40 PVC risers are to be painted "Forest green ", or Brown, to be less conspicuous. r�r Toro 12" pop -up sprinklers shall be installed in ground -cover areas at the parking -lot islands, and at other critical locations, as determined in the field by the Landscape Architect. 0 Sprinklers located adjacent to pavement, sidewalks, decks, patios, buildings, etc.. shall be installed 8" from the edge. Unless other -wise noted on the plans, pop -up sprinklers shall be installed 6" from the edge, and shrub sprinklers shall be installed 18" from the edge. Shuub risers are not to be installed at walk -way intersections, or where -ever a "trip & fall" hazard may occur. Adjustment feature of sprinklers specified shall be utilized to insure proper coverage, while minimizing undesirable overthrow. O Contractor shall use precaution in locating, and setting sprinkler heads in planting areas adjacent to parking spaces to minimize the damage to sprinklers be overhanging car bumpers. b Pop -up sprinklers with :low angle" nozzles shall be installed amid masses of tall shrubs, for low level watering. Contractor shall install sprinklers at optimum locations for the most effective coverage. UJ CONTROL SYSTEM 06 Rainbird control system shall be installed, per manufactures recommendations, to activate in -line valves, and the master shut -off valve. RE CE VE D w W /� O Proper grounding equipment shall be installed. for the controller. APR 111 ` • /�i�jL. 0 Controller location shall be approved by the Landscape Architect, and project supervisor. A o'bjv.n of Gulf Sts ail), F U The irrigation contractor shall supply the controller, however the physical installation there -of, and the electrical hook -up shall be by others. VALVES C: Z L? r® Richdale, or approved equal, electric valves shall be installed per manufactures recommendations, and as per details. All valves are to be installed in a 10" Ametex valve box, see details. RAIN SENSOR Mini - click" rain sensor shall be installed, per manufactures recommendations. Rain sensor location shall be approved by the Landscape Architect. DRAWN 1 If = 10 BI JOB NO. g fi 7A jr '411 WENU FLOOR + 15.96 it - 1 - -_ _ 111 loo EXISTING 1 K POOL ME Ps I ft 1"I i 07, "A ALt' S.Fk 44 VA Lit 4% � r/ljoi Lip, 7H Nei �m - ANN -4 I 6fief%R... %.'Cjv,eFc WV , -