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Home My Public Portal About09-8 Large PlanNo via*-MA on CALL SUNSHI 48 HOURS BEFORE 1-800-432 -4770 GRADING AND DRAINAG PLAN 2730 AVENUE AU SOLEIL GULFSTREAM, FL 33483 NNWIIW�� p ll;"rl-".i"vii��ll,��l�� Civil, Hydrologic & Hydraulic Engineers 1855 INDIAN ROAD, SUITE 202, WEST PALM BEACH, FLORIDA 33409 PH (561)242-0028 . FAX (561)242-0109 - stormfflfdn.com C-A. 00009484 WA N 41 C5 0 V) T aw, r I Asa Gu I f Str e a " 1 d{8 N7 V A6.04A U ��p f&�� O y C3 Ctt d L _ �� m N T �� cz oO v N U O O � .00 CN � O O N �� N G �� n 00 t i U 1 O V O O (n O C N m G 'c rn N 3 N a�� a W Oa d NLj 00 C7 a`i " 3 GO ��+.�� 00 3 � o N o O E E c E U ` 2O O � .�� O (7 FS- I-- nCO W cn U PO O N N v c V J uj ri A O ['3 T O CONTRACTOR'S RESPONSIBILITIES GENERAL NOTES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS PRIOR TO BIDDING THE WORK AND TO PERFORM SUCH TESTS, STUDIES DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR RE- AND SURVEYS AS DEEMED NECESSARY TO SATISFY THE CONTRACTOR AS TO PLACEMENT OF PERMANENT REFERENCE MONUMENTS DISTURBED DURING THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE. CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. ACTUAL CONDITIONS THAT DIFFER FROM THOSE SHOWN ON DRAWINGS SHALL NOT CONSTITUTE FOR EXTRA PAYMENT. 2. ALL UNSUITABLE MATERIAL SUCH AS MUCK, MARL, AND DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF WITHIN THE LIMITS OF CONSTRUCTION. 2. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED TO HIM AND CLEAN GRANULAR MATERIAL SHALL BE USED AS BACKFILL AND PLACED SHALL PROMPTLY NOTIFY THE ENGINEER, STORMWATERJ ENGINEERING IN 12 INCH LIFTS. INC. IN WRITING OF ANY DISCREPANCIES. ANYTHING SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS OR MENTIONED 3 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING o� 12' CAST IRON H -20 RATED GRATE 12" CAST IRON CRATE FOR DETAILS SEE SHEET 4 DRAINAREA = 62.7 SQ, INCH GRATE HAS H -20 (HEAVY TRAFFIC) DOT RATING - ADAPTORS AVAILABLE 4" QUALITY: MATERIAL SHALL THRU 12" CONFORM TO ASTM A48 - CLASS 30B VARIOUS TYPE OF OUTLETS PAINT: CASTINGS ARE FURNISHED WITH WATERTIGHT ADAPTORS WITH A BLACK PAINT FOR: SDR -35 SEWER IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS SHALL BE OF UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES 12" I N L I N E D R I N ULTRA-RIB RPVC TED PIPE L_�x 4" MIN. REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS, 6" MAX. SIZE GRANULAR BACKFILL PLACED AND COMPACTED TO MINIMUM 98% OF MAXIMUM DENSITY, 2" MAX. SIZE BEDDING MATERIAL 98% COMPACTION NOTES: 1. BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS LARGER ROCK, MUCK AND DEBRIS. TYPICAL TRENCH DETAIL CALL SUNSH 48 HOURS BEFORE 1 800 -432 4770 TOP OF TRENCH III0A912 TRENCH BOTTOM 100% TOP OVERLAP PAVE - k IT 000 0/4" WASHED RO CORRUGATED POLYETHYLENE NO CONCRETE SLAB REQUIRED L� �L IERIAL SHALL BE CRLHED LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. ri .T>7nL SHOWN ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT SHOW 0 1--?- AS SPECIFIED IN ASTM D221 ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 3. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND PLCED UNIFORMLY IN 12" FOR LOCATION AND DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. COMPACTED APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED A BASIN z i NOTICE TO PROCEED. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE w = w 1 DEENERGIZING OF POWER LINES AND /OR HOLDING POWER POLES DURING 4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. CODES, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED T0; 5. CIVIL SITE PLANS ARE BASED ON SITE VISITS, PROVIDED BOUNDARY SURVEY AND SITE PLAN. UTILITY, COUNTY, CITY AND STATE. y HORIZONTAL CONTROL IS NOT INCLUDED. 5. THE CONTRACTOR SHALL CALL SUNSHINE (1- 800 -432 -4770) 48 HOURS 6. ALL ELEVATIONS ARE RELATIVE TO EXISTING GROUND. A TOPOGRAPHIC SURVEY WAS > BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. NOT AVAILABLE FOR DESIGN PURPOSES. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE 7 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR :2 VARIOUS UTILITY COMPANIES IN ADVANCE OF CONSTRUCTION. TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY APPROPRIATE GOVERNING AGENCIES. 7. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR 8. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO SHALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF ll� ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND ANY UNDERGROUND GAS PIPE. LICENSES. 8. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF 9. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES BURIED CABLE, SANITARY LINES, AND WATER LINES. AND COMPLYING WITH ALL PERMIT(S) CONDITIONS. 9. THE CONTRACTOR, SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO AND NEWLY INSTALLED UTILITIES, STRUCTURES, PAVEMENT, ETC. FROM ADDITIONAL COST TO THE OWNER. DAMAGE OR DISRUPTION OF SERVICE AND SHALL PROTECT THE OWNER i- AGAINST ANY CLAIMS THAT MAY ARISE AS A RESULT OF CONSTRUCTION 11. ALL CONCRETE SHALL BE 3,000 p.s.i. UNLESS OTHERWISE SPECIFIED. ACTIVITIES. REPAIRS OF SUCH UTILITIES, STRUCTURES, PAVEMENT, ETC. SHALL BE MADE TO THE SATISFACTION OF THE ENGINEER AND ALL 12. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 0 REGULATORY AGENCIES. REQUIREMENTS OF THE LOCAL UTILITY. 10. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY 13. STORMWATERJ ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE SAFETY OF DISCREPANCY BETWEEN THE DRAWINGS AND THE PHYSICAL CONDITIONS, WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE z FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPA- OR ANY ERROR OR OMISSIONS IN THE DRAWINGS, IN THE LAYOUT AS GIVEN TIONAL SAFETY & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND BY THE POINTS AND INSTRUCTIONS, OR DISCOVERS UNFORESEEN FOR THE SAFETY OF THE GENERAL PUBLIC. CONDITIONS REQUIRING ADDITIONAL WORK BY THE CONTRACTOR, IT SHALL BE THE CONTRACTOR'S DUTY TO IMMEDIATELY INFORM THE ENGINEER IN 14. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE WRITING, AND THE ENGINEER SHALL PROMPTLY CHECK THE ACCURACY OF THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. INFORMATION. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL NECESSARY CHANGES ARE AUTHORIZED WILL BE DONE AT THE CONTRACTOR'S RISK. 15. CONTRACTOR SHALL ASSURE THAT ALL TRENCHES MORE THAN FIVE FEET DEEP WILL HAVE TRENCH PROTECTION PER THE TRENCH SAFETY ACT. THE 11. DURING ALL UNDERGROUND CONSTRUCTION, THE CONTRACTOR SHALL METHOD OF TRENCH PROTECTION THE CONTRACTOR SELECTS MUST BE IN BE RESPONSIBLE FOR PROVIDING THE APPROPRIATE CLEARANCES FROM COMPLIANCE WITH OSHA REGULATIONS. ANY PROPOSED OR EXISTING UTILITIES OR STRUCTURES, AS REQUIRED BY 16. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, THE THE PLANS, SPECIFICATION, UTILITY AUTHORITY, AND ANY GOVERNING CONTRACTOR IS TO INCLUDE IN THEIR BID PACKAGE, PER THE TRENCH AGENCY. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY SAFETY ACT, ONE ITEM OF COST PERTAINING TO TRENCH PROTECTION. IF THE APPROPRIATE CLEARANCE IS NOT AVAILABLE. 17. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH THE 12. REGULATIONS AND LEGAL REQUIREMENTS REGARDING WORK HOURS _ :...NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (N3 DES) PERMITTING - A5 .'s- t ITH LOCAL ! t Ii � A i� CODES. WITH SHALL BE IN ACCORDANCE E i `�� A_ Bpi I ot��S -/-!� � � :!'1 ('E. .. h ,F S - TF,�� _ - E 3 P _ - , 4 1,r' _ -� , RL�JCRi =MAN �S. =�. -�M= i_�AC� INC' ,�.��D, S sCBi��I z iAL OF A Nt� €3�,= �F INTENT (NOi) FOR CONSTRUCTION ACTIVITIES WITH AN ATTACHED STORM WATER 13. UPON COMPLETION OF THE WORK SPECIFIED IN THESE PLANS, THE POLLUTION PREVENTION PLAN ( SWPPP). THE NOI AND SWPPP SHALL BE ENGINEER WILL CONDUCT A FINAL INSPECTION. FINAL PAYMENT TO THE SUBMITTED TO ALL APPLICABLE AGENCIES. CONTRACTOR WILL NOT BE APPROVED UNTIL THE PROJECT IS CERTIFIED AS COMPLETE BY THE ENGINEER. 18 ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE STATE, COUNTY AND LOCAL CITY AUTHORITY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING, "AS- BUILT" INFORMATION, AND ALL REQUIRED DENSITY TESTING, AND 19. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY SHALL PROVIDE ALL "AS- BUILT" INFORMATION AND TEST RESULTS TO THE NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. ENGINEER. 20. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD 15. ALL UTILITY LINE TESTING AND SAMPLING SHALL BE IN ACCORDANCE WITH ALL EXISTING STRUCTURES, UTILITIES, AND SURVEY MARKERS. UTILITY AND HEALTH DEPARTMENT CRITERIA. A MINIMUM OF 24 HOUR NOTICE MUST BE PROVIDED PRIOR TO TESTING. 21. ALL SIDEWALKS AND PATIOS SHALL BE SLOPED AWAY FROM BUILDINGS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 22. MAXIMUM GRASS SLOPES SHALL NOT EXCEED 3H: 1 V, EXCEPT IN SWALED UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. AREAS OIR AS NOTED ON PLANS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE 23. CONTRACTOR SHALL COORDINATE GRADING PLAN WITH LANDSCAPE WORKERS IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE SAFETY ARCHITECT. OF THE GENERAL PUBLIC. 24. PROPOSED ELEVATIONS IN ALL PERVIOUS AREAS REPRESENT FINISHED TOP OF SOD /GRASS OR ANY OTHER MATERIAL. EXISTING GROUND 25. CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO ENSURE THE ROOF DRAINAGE SYSTEM IS PROPERLY TIED INTO THE PROPOSED DRAINAGE SYSTEM. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE AND BUILDING ARCHITECT ON / ALL OTHER CONNECTIONS TO THE PROPOSED DRAINAGE SYSTEM. L_�x 4" MIN. REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS, 6" MAX. SIZE GRANULAR BACKFILL PLACED AND COMPACTED TO MINIMUM 98% OF MAXIMUM DENSITY, 2" MAX. SIZE BEDDING MATERIAL 98% COMPACTION NOTES: 1. BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS LARGER ROCK, MUCK AND DEBRIS. TYPICAL TRENCH DETAIL CALL SUNSH 48 HOURS BEFORE 1 800 -432 4770 TOP OF TRENCH III0A912 TRENCH BOTTOM 100% TOP OVERLAP PAVE - k IT 000 0/4" WASHED RO CORRUGATED POLYETHYLENE NO CONCRETE SLAB REQUIRED L� �L IERIAL SHALL BE CRLHED STONE OR GRAVEL ri .T>7nL MEETING CLASS 1 0 1--?- AS SPECIFIED IN ASTM D221 z BA<FILL MATERIAL SHALL BE PLCED UNIFORMLY IN 12" LIIS AND COMPACTED 12" DRAIN BASIN u HINGED GRATE COVER FOR EASY ACCESS FINISHED EXTERIOR WALL DOWNSPOUT (BY OTHERS) /- IF NECESSARY INSTALL TRANSITION SLEEVE FROM SQUARE TO ROUND (MATCH EXISTING DOWNSPOUT MATERIAL AND FINISH), MIN. 2" LAP TOP AND BOTTOM WITH SEALANT FILLED PERIMETER RECOMMENDED CLEANOUT _ 6" MIN. L �z E w c / PIPE o n pq QQ0Qc„ oRo n o 00 n 00 o „ rgA p B00G , ��Gyy o 3/4 o Oo �O p0 OoC0 O t 0 o �o � O Q9 0 �o ° °8 �� /i FINISHED GRADE SCF; 40 �,�HI�E P'�gC DRAIN I lNE kMi N. 18 OF COVER) CONNECTED TO STORM SEWER SYSTEM, SEE PLAN SHEET FOR SIZE & CONTINUATION DOWNSPOUT CONNECTION DETAIL N.T.S. SEE PLAN' _z N PROPOSED STRUCTURE 1' DIA. t- MIRAFI 140N OR APPROVED EQUIVALENT WATER ELEVATION = FILTER FABRIC MIRAFI -14ON 2' DIA. FILTER FABRIC PERFORATED PIPE TRENCH WITH SUMP N.T.S. GRATE ELEVATION (SEE PLAN) SUMP BALLAST ROCK FILL TO BE INCLUDED IN CONTRACT UNIT PRICE FOR INLET c c 11 1 F El Ll c 1 I i i UPSTREAM INFLOW INFLOW � *(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0° TO 359° CAST IRON H -20 RATED GRATE FOR DETAILS SEE SHEET 4 INLET AND OUTLET ADAPTORS AVAILABLE 4" THRU 10" VARI ❑US TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: x(l) r ® lo 0 . Im x(1) I I DISCHARGE TO EXFILTRATI❑N TRENCH w I z J � I � w ; > I > o z i � i o w = w 1 J N y D I > > Q SCH 40 PVC A(2) MAXIMUM RECOMMENDED ro� OVERALL HEIGHT 10' 12" DRAIN BASIN DISCHARGE TO EXFILTRATION TRENCH PREFABRICATED-- TOP VIEW BAFFLE INLET GRATE UPSTREAM CLEAN OUT L° RECOMMENDED PREFABRICATED BAFFLE NOTE 24° DIAMETER CTYP.) 1 SEE PLAN FOR LOCATION(S) OF BAFFEL SIDE VIEW NATURAL GROUND (MIN. COVER REQUIRED) z N • N 12" DRAIN BASIN DRAINFIELD WIDTH (SEE PLAN SHEET) PAVEMENT (MIN. COVER REQUIRED) 100% TOP OVERLAP CD o�o� 3/4" WASHED °�?R o ROCK 0 o 0 0 12" PERFORATED PIPE 12 MIN. MIN o ° o 0 0 00 oc< MIRAFI 140N OR EQUIVALENT FILTER MEMBRANE DISCHARGE TO EXFILTRATI❑N TRENCH z � a N L cn n 12" DRAIN BASIN DRAINFIELD WIDTH (SEE PLAN SHEET) PAVEMENT (MIN. COVER REQUIRED) 100% TOP OVERLAP CD o�o� 3/4" WASHED °�?R o ROCK 0 o 0 0 12" PERFORATED PIPE 12 MIN. MIN o ° o 0 0 00 oc< MIRAFI 140N OR EQUIVALENT FILTER MEMBRANE o: 75 Q) Q n� a d _B 0 +> 0 co 0 0 cu m r 1- ^q P U _s_ 6 6 m r„ () cz o d 1 -0 -t; N N � 06 o� N x U N 6 (n o ® o ° o � N � N = L� -> L U d U C C C C) Q)w m .Q) U) w O 6, .d) Co ID LL,�� `t 0 w m�.�� .�60 6 6 4J s. 6 0 o a 3:: o OU)Q.= 0�� WFn 0 w 0 a m cn n y D Q :2 n w > ll� r Li i- 0 0 z o: 75 Q) Q n� a d _B 0 +> 0 co 0 0 cu m r 1- ^q P U _s_ 6 6 m r„ () cz o d 1 -0 -t; N N � 06 o� N x U N 6 (n o ® o ° o � N � N = L� -> L U d U C C C C) Q)w m .Q) U) w O 6, .d) Co ID LL,�� `t 0 w m�.�� .�60 6 6 4J s. 6 0 o a 3:: o OU)Q.= 0�� WFn 0 w 0 a cAst' T/ N 9 CONC. MAP OF BOUNDARY SURVEY k � C 6s x SCALE: V=20' JOB NO. 61836 02/06/08 BOUNDARY SURVEY 05/25/09 FIELD LOCATION OF IMPROVEMENTS LOT 6 CD N 4 O O O O O O z EASEMENT --� 6' FOUND 3 "X3" CONC. MONUMENT NO IDENTIFICATION i FOUND 1/2" LOT 4 IRON ROD AND CAP ILLEGIBLE 573.53,57 "e 1 18 91 8.9' �9.7' /-8.7' 6' 7' CONC. --,-9.2' WOOD WATER DECK (MOVEABLE) N79•11,13ZW- 41.01 /1,- \ 8. w Z U) �O z. I F F 0 O 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE WEST PALM BEACH � w I / O .I cnw a_ � d O RECORDS WAS MADE BY THIS OFFICE. 00 ¢ U) z z LL O I o FLORIDA ENSE .:5044 Z FLORIDA CERTIFIC TE OF AUTHORIZATION NO.: 6026 OY- ENCROACHMENTS. Q O u- CONC &1111111126. i N90'00'00 "W 44.72' FOUND 1/2" IRON ROD NO IDENTIFICATION 1 _� 00 00 25.00' r� 7.70' — /L - CARDINAL CIRCLE 50' RIGHT OF WAY TOTAL ANCHOR EA EMENT 7.85' 25' FOUND 1/2' IRON ROD AND CAP ILLEGIBLE. 5.0' SOUTH OF PLATTED PROPERTY CORNER 0 z o Lc 0 clsi L6 W 0 0) L- 0 cn w <t z 0 � O LJ v) (D m < 0 w 0 Oz- O� :z Q 7. 7.72' .02' LEGAL DESCRIPTION: LOT 5, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 27, PAGE 69. PROPERTY ADDRESS: 2730 AVENUE AU SOLEIL GULFSTREAM, FLORIDA 33483 FLOOD DATA: ZONE: A5 COMMUNITY NUMBER: 125109 COMMUNITY NAME: TOWN OF GULFSTREAM PANEL NUMBER: 0001 SUFFIX: D LOWEST FLOOR ELEVATION: 14.35' GT SURVEYING SERVICES, INC. CERTIFICATIONS: 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE WEST PALM BEACH CHARLES F. CARLINO J NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR GENERAL NOTES: w FAX: 561-753-0342 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC ,J 472.027 OF THE FLOEDA STAT S. RECORDS WAS MADE BY THIS OFFICE. O ¢ 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC U) p VERTICAL DATUM) OF 1929. FLORIDA ENSE .:5044 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND FLORIDA CERTIFIC TE OF AUTHORIZATION NO.: 6026 ENCROACHMENTS. Q O 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH RECORD DATA UNLESS NOTED. W ~ 5. THIS SURVEY WAS PREPARED FOR CONVEYANCE, TITLE AND MORTGAGE CD FINANCING PURPOSES IT IS NOT INTENDED FOR CONSTRUCTION USE. Z PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE W LO ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. > 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN Q EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES, IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 61G17 -6.003 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) GT SURVEYING SERVICES, INC. P.O. BOX 211747 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE WEST PALM BEACH 1` FLORIDA 33421 -1747 NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR OFFICE: 561 - 753 -0353 EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER FAX: 561-753-0342 Ton of Guif E -MAIL ginogts @aol.com 472.027 OF THE FLOEDA STAT S. 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE FOUND 3" 3" SHOWN HEREON AND THAT I AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR CONC. NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR MONU ENT NO EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER IDE IFICATION 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLOEDA STAT S. 7.83' I SIGNED: GINO FUR O SUR YOR AND MAPPER FLORIDA ENSE .:5044 FLORIDA CERTIFIC TE OF AUTHORIZATION NO.: 6026 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR /MAPPER NAMED ABOVE. _ = ROOF OVEKHAN( NEW - - - - LINE (TYPICAL) EH PNL' B' I 8' -4" 2 G' -8" EXISTING - - - -- 135 S.F. L\ 1 I PROPOSE I DRAINAGE L 0 o NEW GARAGE FIELD II 1 ' � CN 1 L � � I ' I 1 ( 0' -0" (18" MIN. WBV CROWN OF RD.) REF. FIN. SLAB P.50 N.G.V.D. ( ,� LOT 6 I O 1 I ( REMOVE EX15TING L I CONC. PATIO I 01 I I 5TONE5 0 c I 20' -0" I °o FEAR S.B. I FOR EXISTING ' � i I z FOF PRINCIPAL WOOD DECK EXISTING I 1 STIRUCTURE. I SEE CIVIL DWGS , ONE TORY I STRUC#TURE 1 I PROPOSED I I I ( NEW PORCH I! I I I 1 L I I I I If G'-°" 0-0" EASEMENT - - - EXISTING I _ I I I EXISTING 135 S F I �L DISC. 1 I - EXISTING I 1 I I ®RFIELDGE O METER _j NEW - - PNL 'B' D15C. EXISTING GOO GAL. 1 I SEPTIC TANK ' L (APPROX. LOCATION) EX15TING CONC. PAD I LOT 6 I I EXISTI� 1 P -ROC DRIVEW 9.1 7 13 vv 41.01) --�- - - - - - N90 000'00 "W 44.72' NORTH SITE PLAN CARDINAL CIRCLE 50'R GHT OF WAY TOTAL AREA CALCULATIONS (FLOOR AREAS PER SEC. 70 -70) EXISTING FLOOR AREA.... .......................... 2,509 S.F. NEW GARAGE * STUDIO ... ............................... 997 5.F. NEW PORCH ...................... ............................430 S.F. TOTAL AREA ..................... ..........................3,936 5.F. NEW BALCONY (NOT INCLUDED ) ........................ 147 5.F. EXISTING P -ROCK MOTOR COURT I, I i 1 � -' 1 z J ° 0 to N Q Cn Ln 0 O J 1 0 W LL- STREET NOT FRONT NOR A IA PRINCIPAL 0 C _ 17' REAR INTERIOMEACH Li 0 ¢ z 10 W A I A REGARDLES5 Of ADDRESS °mQ CQ n w 0 0 0 N/A W � O 0 CD W 1 0 z = Iz Q� W III • Z 1 m PROJECT LOCATION MAP GULFST�AM L_l__I .-I H 0 C� a I LL Q I C I /r Z tr 11__1 I LEGAL DESCRIPTION LOT 5, PLACE AU 50LEIL, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, AS RECORDED IN THE PLAT BOOK 27, PAGE G9. LOT CALCULATIONS AREA OF LOT: 14,679 S.F. % -0F BLDG. COV. TO TOTAL LOT: 26.2 OF A/C SPACE TO TOTAL LOT: 10.7 MAXIMUM SECOND FLOOR AREA (FLOOR AREAS PER SEC. 70 -73) (0.75 X FIRST FLOOR) 0.75 X 572 S.F. = 429 S.F. ACTUAL SECOND FLOOR = 425 S.F. U Lu w O Z uj U C U EFFECIVE LOT AREA -' J 2.2 GPM AT GO P.5.1, J .33 33 O 5 PROJECT 1 Cn c LOCATION a U -7 M rr N 1 ORCHID LANE INDIGO P -OINr GENERAL NOTES I . CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" (2007 EDITION) AS ADOPTED BY THE GOVERNING BLDG. DEPT. AS APPLICABLE AND ALL APPLICABLE AMENDMENTS. 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB5ITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE THE DRAWINGS. 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOP ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. G. THE BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR NOTICE. ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL 7. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON - STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED, WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. 1 1. ALL EXTERIOR DOORS AND WINDOWS SHALL COMPLY WITH THE LOCAL GOVERNING BUILDING SECURITY CODE ORDINANCE AS LAST AMENDED. 12. ALL FIXED GLAZING AND GLA55 BLOCK SHALL BE INSTALLED TO WITHSTAND 140 MPH, 3 SECOND GUST WIND LOAD. 1 3. TRU55 MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERED CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRU55 DESIGN FOR APPROVAL. 14. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU'5 AND MISCELLANEOUS EQUIPMENT. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRU55 DRAWINGS. 15. PROVIDE GROUTED CELL AT BEARING POINT OF EACH GIRDER TRUSS. I G. ALL INTERIOR LOAD BEARING PARTITIONS SHALL BE CONSTRUCTED WITH BEARING CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 17. CONCRETE SHALL CONFORM TO A5TM C94 -83. All CONCRETE WORK SHALL BE IN ACCORD WITH ACI 315-53 AND ACI 301 -84. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530 -92 AND ACI 530.1-92. 18. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER- 3/4" BEAMS AND COLUMNS - 1 112" FORMED CONCRETE BELOW GRADE- 2" UNFORMED CONCRETE BELOW GRADE- 3" 19. REINFORCING STEEL: GRADE GO (FY= GO,000). A5TM AG 15-82 51 . 20. PLACING DRAWING AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ". (A.C.I. 315-80) 2 1. DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORD WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION ", AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED. 22. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOAD5 DURING CONSTRUCTION. 23. CONCRETE BEAM SIZES MAY BE INCREASED (8" MAXIMUM) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAXIMUM) AND ADD 245 BOTTOM IF DROP EXCEEDS 8" 24. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 25. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. 2G. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4' -0" HIGH. CLEANOUT5 SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. AREA CALCULATION CRITERIA SEC 70 -70 FLOOR AREA CALCULATION FOR PURPOSES OF COMPUTING THE FLOOR AREA RATIO, FLOOR AREA SHALL BE DEFINED AS FOLLOW`. "FLOOR AREA SHALL MEAN THE GROSS FLOOR AREA OF A STRUCTURE AS MEASURED rROM THE OUT5IDE OF THE EXTERIOR WALLS AND SHALL INCLUDE OR EXCLUDE THE FOLLOWING: (1) ALL F'-OOK AREA UNDER A SOLID ROOF WHETHER OR NOT THE AREA IS ENCLOSED WITH WALLS (I.E. PORCHES, BALCONIES, BREEZEWAYS, ETC.) SHALL BE INCLUDED. (2) AREA UNDER AWNINGS WITH LEG SUPPORTS OR TH05E THAT EXTEND MORE THAN THREE FEET OUT FROM A STRUCTURE SHALL COUNT AS ONE -HALF SHALL BE INCLUDED. (3) FLOOR AREA UNDER CEILINGS WHICH ARE HIGHER THAN 15 FEET SHALL COUNT AS DOUBLE. (4) AREAS UNDER SCREEN ENCLOSURES SHALL COUNT AS HALF. (5) AREAS UNDER EAVES OR ROOF EXTENSIONS OF 2 112 FEET OR LE55 SHALL NOT BE INCLUDED. (G) AREAS IN BASEMENTS SHALL NOT BE INCLUDED. (7) AREAS IN ATTICS THAT CANNOT BE USED FOR LIVING AREA SHALL NOT BE INCLUDED IF THE CEILING HEIGHT DOES NOT EXCEED G 112 FEET AND THERE AREA NO WINDOWS. (ORD. NO. 00 -1 , § 28, 3- 10 -00) SEC 70 -71 FLOOR AREA RATIOS FLOOR AREA RATIO (FAR) IS THE RELATIONSHIP BETWEEN A BUILDING'S TOTAL FLOOR AREA AND THE AREA OF THE LOT IT SITS ON. IF A BUILDING 15 2,500 SQUARE FEET AND IT SITS ON A LOT OF 10,000 SQUARE FEET, IT'5 "FAR" IS .25. THIS DIRECT RELATIONSHIP RESULTS IN THE ABILITY TO BUILD BIGGER HOMES ON BIGGER LOTS. WHILE A RATIO OF TOTAL FLOOR AREA TO LOT SIZE SUCH AS .25 MAY BE APPROPRIATE FOR SMALLER LOTS, ON LARGER LOTS THE RESULT CAN BE UNNECESSARILY AND INAPPROPRIATELY LARGE HOMES. THI5 15 PARTICULARLY A PROBLEM WHEN TWO LOTS ARE COMBINED AND ARE NOW TWICE AS LARGE AS THE LOTS NEXT DOOR. THIS SECTION PROVIDES A METHODOLOGY FOR MAINTAINING A REASONABLE OPPORTUNITY TO BUILD LARGER HOMES ON LARGER LOTS, WHILE RECOGNIZING THAT THE KELATIOONSHIP TO THE SCALE OF AN EXISTING NEIGHBORHOODI5 AN IMPORTANT COMMUNITY CHARACTER CONCERN. IN ORDER TO ESTABLISH A SLIDING SCALE WHICH REDUCES FLOOR AREA RATIO YIELDS ON LARGER LOTS; THE FOLLOWING "FAR" STEP DOWN SHALL BE USED: "FAR" CALCULATIONS EFFECIVE LOT AREA GULF STREAM CORE OCEAN WE5T BEACH FRONT NORTH /SOUTH r PLACE au 50LEIL MAXIMUM "FAR" 2.2 GPM AT GO P.5.1, FIRST 20,000 5QUARE FEET .33 33 .33 .33 .33 PORTIONS OVER 20,000 S0. FErr .20 20 .20 .20 .20 F.A.R. CALCULATIONS ACCESSORY STRUCTURE * PORCH ADDITION: 1,427 S.F. EXISTING 5TRUCTURE * OVERHANG AREA: 2,509 S.F. ACTUAL FLOOR AREA RATIO: 0.27 (3,93G/ 1 4,679) ALLOWABLE FLOOR AREA RATIO: 0.33 MAXIMUM ALLOWABLE STRUCTURE AREA: 4,644 S.F. (I 4,G79 X 0.33) 27. REINFORCING STEEL SHALL BE LAPPED 30 BAR DIAMETERS MINIMUM WHERE SPLICED, AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BAR5 SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 30 BAR DIAMETERS MIN. 28. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 29. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE AN APPROVED PRESSURE TREATED WOOD, OR PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITIOU5 MATERIALS AND THE WOOD AS REQUIRED PER APPLICABLE CODE. 30, BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO SAME, 3 1. HEADERS FOR FRAMED OPENING GREATER THAN 0 -0" MUST BE ENGINEERED AND STAMPED BY THE TRU55 MANUFACTURER UNLESS NOTED OTHERWISE. 32. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OK 3 - 2 X 125 (FOR WOOD FRAME CONSTRUCTION DEPENDING ON WALL THICKNESS) EXCEPT WHERE NOTED. 33. DIMEN51ON LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE, NO, 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR SINGLE MEMBER USES, 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1 800 K51 OR BETTER AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 34. STRUCTURAL STEEL SHALL CONFORM TO THE A.1.5.C. "SPECIFICATION POP THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOP BUILDINGS" 1980 EDITION. MA.TERIAI-5 SHALL CONFORM TO THE APPLICABLE A5TM 5PECIFICATIO'`N AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 3G7 -81 A MACHINE BOLTS - A 325 -83 C TUBULAR STEEL - 500 -52 A GRADE B (4G K50 35. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE ". ELECTRODES FOR FIELD AND SHOP WELDS SHALL. BE A.W.5. A5.1 E70XX. 3G, SEE FOUNDATION NOTES AND FRAMING NOTES FOR MOPE INFORMATION ON THESE ITEMS. 37. TOPICAL CURING REQUIRED FOE: ALL SLABS AND FLATWORK (U.N.0). 38. CONTRACTOR SHALL PROVIDE DRAINAGE PER DEVELOPMENT DE51GN GUIDELINES. 39, STRUCTURAL ENGINEERS NOTES SHALL SUPERSEDE ARCHITECTURAL GENERAL NOTES WHENEVER THESE ARE IN CONFLICT WITH EACH OTHER 40. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT PER 2007 FLORIDA BUILDING CODE. 41 . A WATER CLOSET, LAVATORY, OR BIDET SHALL. NOT BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL, PARTITION, VANITY, OR OTHER OBSTRUCTION, OR CLOSER THAN 30 INCHES FROM CENTER TO CENTER BETWEEN TOILETS OR ADJACENT FIXTURES. THERE SHALL BE AT LEAST 18 INCHES CLEARANCE IN FRONT OF THE WATER CLOSET OR BIDET TO ANY WALL, FIXTURE OR DOOR, WATER CLOSET COMPARTMENTS SHALL NOT BE LE55 THAN 30 INCHES WIDE AND GO INCHES DEEP. THERE SHALL BE AT LEAST 18 INCHES CLEARANCE IN FRONT OF A LAVATORY TO ANY WALL, FIXTURE OR DOOR, 42. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH F.B.C. 2007. 43. EXISTING HOME ON (2) GOO GAL. /EA. SEPTIC TANKS. MAINTAIN A MINIMUM 5' -0" CLEARANCE BETWEEN NEW CONSTRUCTION t SEPTIC SYSTEM. MAXIMUM FLOW RATES AND CONSUMPTION TABLE.* PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY LAVATORY FAUCET 2.2 GPM AT GO P.5.1, SHOWER HEAD 2.5 G.P.M. AT 80 P.5.1. SINK FAUCET 2.2 G.P.M. AT GO P.5.1. WATER CLOSET I .G GALLONS PER FLUSHING CYCLE A HANDHELD SHOWER SPRAY 15 AL50 A SHOWER HEAD. CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS. BUILDING SETBACK CRITERIA SEC 70 -74 SETBACKS. (a) MINIMUM BUILDING SETBACKS. THE FOLLOWING TN.BLE PROVIDES THE MINIMUM REQUIREMENTS FOR PRINCIPAL AND MINOR ACCE55L;r4Y STRUCTURES. THOSE ACCESSORY STRUCTURES NOT DEFINED AS "MINOR" SHALL MEET THE SAME SETBACKS AS PRINCIPAL STRUCTURES. GULF5TREAM "PLACE AU 50LEIL DISTRICT" FRONT PRINCIPAL 30' ADDRE55 OTHER THAN A I A MINOR ACCESSORY 25' SIDE INTERIOR PRINCIPAL NOTE # I MINOR ACCESSORY - 12' 0 STREET NOT FRONT NOR A IA PRINCIPAL 20' MINOR ACCESSORY _ 17' REAR INTERIOMEACH PRINCIPAL 20' MINOR ACCESSORY 15' A I A REGARDLES5 Of ADDRESS PRINCIPAL N/A n w 0 0 MINOR ACCESSORY N/A W � O WATER CONNECTED TO ICWW PRINCIPAL 30' MINOR ACCESSORY 20' NOTE: 1. TOTAL OF BOTH SIDE SETBACKS SHALL BE A MINIMUM OF 30% OF LOT WIDTH; HOWEVER, NO SINGLE SETBACK SHALL BE LESS THAN 15 FEET. SPECIAL SETBACK REQUIREMENTS: (1) EFFECTIVE LOT AREA. ALL SETBACKS SHALL BE MEASURED FROM THE LOT LINES ESTABLISHED UNDER THE EFFECTIVE LOT AREA DEFINITION. (2) DRIVEWAYS. A FIVE FOOT MINIMUM SETBACK 15 REQUIRED EXCEPT FOR THE DRIVEWAY APRON. (3) PATIOS AND DECKS UP TO EIGHT INCHES HIGHER THAN HIGHEST ABUTTING GRADE. THE SETBACK 15 A MINIMUM OF THREE FEET FROM ALL PROPERTY LINES. (4) WALLS AND FENCES ADJACENT TO STREETS. NO SETBACK 15 REQUIRED PROVIDED THE WALL OR FENCE 15 LOCATED ON THE PROPERTY (NOT ON THE RIGHT -OF -WAY) AND AT LEAST FIVE FEET FROM THE EDGE OF THE PAVEMENT. WALLS AND FENCES IN THE OCEAN DISTRICT SHALL BE A MINIMUM OF 1 2 FEET FROM THE A I A RIGHT -OF -WAY LINE. AT STREET CORNERS, A VISIBILITY TRIANGLE SHALL BE PROVIDED FOR A MINIMUM DISTANCE OF 10 FEET IN BOTH DIRECTIONS FROM THE INTERSECTING POINT OF PROPERTY LINES. NO WALL OR FENCE SHALL BE LOCATED IN THE VISIBILITY TRIANGLE. (5) A DETACHED ONE STORY ACCESSORY STRUCTURE OF MORE THAN 300 S.F. SHALL BE SUBJECT TO THE SAME SETBACKS AS THE PRINCIPLE STRUCTURE. (ORD. NO. 00 -1 , §§ 26,29,30,3- 10 -00) AE38REVIATIONS A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM ANOD. ANODIZED BD. BOARD B.O.B. BOTTOM OF BEAM CAB. CABINET CLG. CEILING CLO5. CLOSET CLR. CLEAR CMU. CONCRETE MASONRY UNIT CNTR. COUNTER COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CT. CERAMIC TILE DBL. DOUBLE DN. DOWN DR. DOOR DTL. DETAIL DWG. DRAWING DWR. DRAWER EA. EACH EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXT. EXTERIOR FBD. FIBER BOARD FD. FLOOR DRAIN FE. FIRE EXTINGUISHER FIN. FINISH FLR. FLOOR FRP. FIBERGLASS REINF. PLASTIC F.V. FIELD VERIFY GA. GAGE GALV. GALVANIZED GC. GENERAL CONTRACTOR GL. GLA55 GYP. BD. GYPSUM BOARD I.M. ICE MAKER INT. INTERIOR HC. HANDICAP ACCE55113LE H.M. HOLLOW METAL HT. HEIGHT JST. JOI5T LAM. LAMINATED LAV. LAVATORY MANUF. MANUFACTURED MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM MISC. MISCELLANEOUS MUD. MOLDING M.O. MASONRY OPENING M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL MUL. MULLION NIC. NOT IN CONTRACT NTS. NOT TO SCALE O.C. ON CENTER OD. OUTSIDE DIAMETER OPNG. OPENING OPT, OPTIONAL PL. PLATE PLAA,A. PLASTIC LAMINATE PLYWD. PLYWOOD PNL. PANEL P.O.S. POINT OF SALE PR. PAIR PREP. PREPARATION PTD. PAINTED QT. QUARRY TILE RA. RETURN AIR RAD. RADIUS RE. REFERENCE RECEPT. RECEPTACLE REINF. REINFORCED REQ'D. REQUIRED RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE SCHED. SCHEDULE SIM. SIMILAR 5TD. STANDARD STL. STEEL STRUCT. STRUCTURAL SU5P. SUSPENDED TEMP TEMPERED TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERWISE NOTED VCT. VINYL COMPOSITION TILE VEPIT. VERTICAL VLOJ. VERIFY LOCATION ON JOB W/ WITH W/O WITHOUT W.C. WATER CLOSET WD. WOOD W. H. WATER HEATER WIN. WINDOW WSCT. WAINSCOT WT. WEIGHT WWF. WELDED WIRE FABRIC ALTERATION LEVEL PER SECTION 405, THE SCOPE OF WORK IS LIMITED TO LEVEL 3 AND AS SUCH SHALL AL50 COMPLY WITH THE PROVISIONS OF LEVEL I * LEVEL 2 APPLICATIONS. INDEX TO DRAWINGS "6 "L t �. Toai;2n 0 : Ga i ::SIrt!; -n F t A- I ARCHITECTURAL 51TE PLAN A -2 GARAGE FLOOR * ELECTRICAL PLANS A-2.1 GARAGE NORTH, SOUTH, EAST, * WEST 51DE ELEVATIONS A -2.2 OVERALL NORTH * SOUTH 51DE ELEVATIONS A -2.3 OVERALL EAST * WEST 51DE ELEVATIONS A -2.4 PORCH FLOOR, FOUNDATION, * ROOF FRAMING PLANS N.1.5. A -3 GARAGE FOUNDATION * ROOF FRAMING FLAN5 0. ®0 AND TYPICAL WALL SECTION 0 N. 1. 5. A -4 STRUCTURAL NOTE5 * DETAILS N. i .5. A-4. I STRUCTURAL NOTES * DETAILS lopYATES RAINHO ARCHITECTS INC, CUSTOM • RESIDENTIAL - COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX: 561- 493 -1560 www.yra - design.com MEMBER: ,e,.,- ""U( SEAL 1� KERMIT C. WHITE FLORIDA AR0017761 SHEET NO. OF 9 SHTS Copyright © 2009 Yates Rainho Architects Ir DATE: MAY 19, 2007 APPROVED: D.A. R. JOB NO: 08 -0525 REVISIONS: 0 O F�� V o � w n w 0 0 W � O N o W • Z REVIEW SUBMITTAL SET 8 -11 -09 SEAL 1� KERMIT C. WHITE FLORIDA AR0017761 SHEET NO. OF 9 SHTS Copyright © 2009 Yates Rainho Architects Ir 2 "XG" OPEN DECKING @ LANDING Ln C9 O CV N It C\j CV v OPEN R15ER WOOD STAIR SEE TYPICAL STAIR NOTES ON SHEET A-2.1 FLOOR PLAN NOTES WALL LEGEND 1. ALL WINDOWS AND GLASS ENCLOSURES WITH SILLS v o LESS THAN GO" ABOVE FLOOR AT TUBS AND SHOWERS NON - BEARING FRAMED SHALL BE TEMPERED. CONSTRUCTION 2. REFER TO GENERAL NOTES ON SHEET A- I - - NON - BEARING FRAMED AND NOTES ON STRUCTURAL SHEETS. CONSTRUCTION WALL ABOVE 3. PROVIDE MOISTURE RESISTANT G.W.B. AT ALL - - - - OR HIDDEN WET AREAS. MASONRY 4. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION TIE BEAM INFORMATION. t - U-i O N 2ND FLR LT5 /RCPT5 „ BATT INSULATION ALL VERTICAL ELEVATION DATUM FOLLOWED BY "A.F.F." IS r------ - - - - -- - - - - - - - - - - - - - I I REFERENCED FROM THE 0' -0" FINISHED FLOOR. IF NOT 42 "A.F.F. FOLLOWED BY "A.F.F." THE VERTICAL ELEVATION 15 R R _ _ _ REFERENCED FROM THAT ROOMS FLOOR ELEVATION. I (VLOJ) G. F. I . 30' -0" 4' -0" 20-0" CIR. # G' -2" G'- I O" G'- I O" G' -2" v o WIRE I o _' CV DEMAND (KIM m m - N CONDUIT TRIP POLE CIR. # 1 ED m 3G" MTL RAILING VERTICAL BALUSTERS (DESIGN T.B.D.) (D SEE TYPICAL RAILING NOTES ON SHEET A-2.1 1 U-) N (B-3) N New Balcony WOOD DECK Ln t - U-i O N 2ND FLR LT5 /RCPT5 #12 R r------ - - - - -- - - - - - - - - - - - - - I I 2 42 "A.F.F. I FOR GARAGE I I DOOR OPENER 42 "A.F.F. R R _ _ _ G. F. I . I (VLOJ) G. F. I . 1.0 1.0 - - - DO I i AA8888 k - 0 G' -0' X G-8" SLIDING U_ GLASS DOOR x o R- I I GATT INSULATION (MIN.) _ o �t c� 2' -G" X G-8" X 1 3/4" 8„ SWING WOOD DOOR - G-0' X 0 -8" SLIDING GLA55 DOOR 3' -0" X 0 -8" X 1 3/4" SWING MINERAL CORE FIBERGLASS RAISED PANEL DOOR (MATCH EXIST.) 24' -8" PANEL 'B' 1 � 13 15 17 19 I _ _ _ _ _ _ _ _ I I - - - - - - - - _ - '�--- �t-- -1� - -- I - - -- - - -- �--- J +_- -1� - -- it - - -- '� In - I TI i - - - - GARAGE DOOR - - IL- - - IL IL IL - - -IL -IL -IL - -IL _IL_ ��s ®1��95� ��- s- 3�-- =1 z_s- =z- �_ -mss 39 = -71 ____1 --- - --- --- - -rl�- ____IT_ ?P 14 16 IS 20 41_0" nn- ` Tr--- rl---- M IT 1T Tr- UI U U U U U U U U U U U iLI _ 22 x36" r - - - -� NewATTIC SS ``, ;' ; Bath ,, I FLAT CLG 2' -4" X VERIFY TEMP GL 5HWR DR G' -G" 4.. 3' 4.. N New Non -A/C Studio 8'-0" 8' -0" FLAT CLG OIL ; FIN. FLR. 141-2" - (VLOJ) GO "A.F.F. GO "A.F.F. - - (B -5) -WOOD TRELLIS ABOVE 23 - (SEE DETAIL I /A -2) _ bit r+4211 L W/ S ABV. R WC - 4" ;r 11H 11 1 - LL O o N 24 25 CNT LS SHWR m I I \ �-3 #3/0, I 2' -0" X 3' -0" FG WINDOW 51_8 7' -41' 2' -0" X 3' -0" FG WINDOW 71-41' 2' -0" X 3' -0" FG WINDOW I 5' -&- 4'-0" 20-01' 30' -0" GARAGE SECOND FLOOR PLAN SCALE : 114" = I' -O" ----- - - - - -- I I I I I I i I L - - - - -- r N UP mm MOX01 2G'-O" 3' -0" 12'-2n 10'- 10" 3' -0" X G' -8° X 1 3/4" SWING MINERAL CORE FIBERGLASS RA15ED PANEL DOOR (MATCH EX €ST.) 1 2' -O' X G' -8" SLIDING I { GLASS DOOR 00 0 O x - �O Qu Ro UB 8" in L - New 2 Car xz N Garage 8' -0" FLAT CLG FROM REP. ICY FIN. FLOOR CV 24' -8" 8" (PROVIDE 5/8" "TYPE X" z G.W.B. AT CEILING) N OPEN RISER WOOD aW STAIR SEE TYPICAL 0 STAIR NOTES ON SHEET A -2.1 I --------------- - - - - -- - - - - I N� Q X LINE OF O.M.D. o N ABOVE. I G' -0" X 7-0" OVERHEAD METAL GARAGE DOOR LU PANEL B' W/ RAISED PANELS O U (INSULATED) cn cn 2 -G" X 2' -G" FG _ = WINDOW - - - - - - - - C - f--- 1y--- j -- ---- Ly- - - -I-I - ll � I�- I I - -- , I TI r� - - -, I i, �, TI r. --- r - - - -I, 7n __I LI I-- L- - L _ I L L L - -- L L -/ L L - L III n ❑- -IT - -- ;r - - -T --- r;---- n-- -- IT---77--- Tr- --T- I----n - - - -IT -7T i Eq U I L L U U Li LJ LJ Li U L Li I I L Li 3' -2" 5' -G" 1 G' -O" I' -4" 2G'-O" 30' -0" GARAGE GROUND FLOOR PLAN SCALE : 114" = P -0" Ln :. O N N 17- 3 "X 12" ROUGH 2"X4" ROUGH SAS EDAIR SAWN CEDAR (1YP. OF 2) (TYPICAL) \_3"X& ROUGH SA\r.EDAR @ 1' -G" O.C. (TYP TRELLIS D ETA L SCALE : 114" = 1' -0" W.P. G.F.I. db (B -5) 8" Tr (15-4) CLGafIXT 2�) (13-4) 22x36 ATTIC ACCESS W/ SW. ; LIGHT t� OUTLET (VLOJ)(B -G) I i 1 -- �b (B -4) VP. B -3) Ln O I m (B -5) W.P. (B -5) .I. (B -2) (B -4) p O CD (B -2) m m (V N (B -4) (B -2) (B -4) (B -4) GARAGE SECOND FLOOR ELECTRICAL PLAN SCALE : 1/4" = I '-O" GO "A.P.F. 1'(B -5) ----- - - - - -- I I I I I i I i i i 42 "A. F.F. \ � - - - - -- I L - - - - \ \ i mm, CONNECT LIGHTS TO SENSOR GARAGE GROUND FLOOR ELECTRICAL PLAN SCALE : 1/4" = 1'-0'1 NEW ELECTRICAL PANEL B CIR. # o v o WIRE I o _' CV DEMAND (KIM m m - N CONDUIT TRIP POLE CIR. # 1 ED m R #12 N (B-3) N 1.0 1.0 2ND FLR LT5 /RCPT5 #12 R r------ - - - - -- - - - - - - - - - - - - - I I 2 42 "A.F.F. I FOR GARAGE I I DOOR OPENER 42 "A.F.F. R R _ _ _ G. F. I . I (VLOJ) G. F. I . 1.0 1.0 - - - (5-3) I i #12 # 12 - - - R R - - - PANEL 'B' 1 � 13 15 17 19 I _ _ _ _ _ _ _ _ I I - - - - - - - - _ - '�--- �t-- -1� - -- I - - -- - - -- �--- J +_- -1� - -- it - - -- '� In - I TI i - - - - GARAGE DOOR - - IL- - - IL IL IL - - -IL -IL -IL - -IL _IL_ ��s ®1��95� ��- s- 3�-- =1 z_s- =z- �_ -mss 39 = -71 ____1 --- - --- --- - -rl�- ____IT_ ?P 14 16 IS 20 21 nn- ` Tr--- rl---- M IT 1T Tr- UI U U U U U U U U U U U iLI _ REMOTE KEY PAD I u '� _ _ _-� u - (VLOJ) GO "A.F.F. GO "A.F.F. - - (B -5) -WOOD TRELLIS ABOVE 23 - (SEE DETAIL I /A -2) _ SPACE CONNECT LIGHTS TO SENSOR GARAGE GROUND FLOOR ELECTRICAL PLAN SCALE : 1/4" = 1'-0'1 NEW ELECTRICAL PANEL B CIR. # TRIP POLE CONDUIT WIRE I DESCRIPTION DEMAND (KM DEMAND (KIM DESCRIPTION WIRE CONDUIT TRIP POLE CIR. # 1 1 -20 R #12 GARAGE DOOR 1.0 1.0 2ND FLR LT5 /RCPT5 #12 R 1 -20 2 3 5 7 9 it 1 -20 1 -20 _ _ _ R R _ _ _ #12 #12 - _ _ GARAGE LT5 /RCPT5 EXTERIOR LT /RCPT5 SPACE SPACE SPACE 1.0 1.0 - - - 1.0 1.0 - - - 2ND FLR LT5 /RCPT5 2ND FLR LTS /RCPTS SPACE SPACE SPACE #12 # 12 - - - R R - - - I -20 1-20 - - - 4 6 8 10 12 13 15 17 19 - _ _ - _ _ _ _ _ _ _ _ SPACE SPACE SPACE SPACE - - - - - - - - SPACE SPACE SPACE SPACE - - - - - - - - - - - - 14 16 IS 20 21 _ _ _ SPACE - - SPACE - - - 22 23 - _ _ SPACE - - SPACE - - - 24 25 3 #4, #b G I I \ �-3 #3/0, I 1 -1/4" C 2G 27 I C 28 29 / #4G 30 31 - - -J I 1 )FOOTING L - - - - -- 32 33 STEEL TO F.P.L.- - - -rgJ ; 34 35 3 #3/O �� Ia -2..0 3G 37 ELECTRICAL RISER DIAGRAM GND ROD - - - - -- EXISTING TO REMAIN N.T.5. NEW WORK 38 39 40 41 42 TOTALS: 3.0 K.V.A. 3.0 K.V.A. BRANCH BREAKERS= 10 000 A.I.C. TOTAL CONNECTED LOAD: G.0 K.W.= 25 AMPS. ESTIMATED DEMAND LOAD: 25 AMPS SEE CALC5. FEEDER 51ZE 15 TO BE: 5EE RI5ER TYPE: THWN/THHN RATED VOLTAGE: 120/240 1 PHASE 3 WIRE BRANCH POLES: 24 MOUNTING: SURFACE BUS RATING: 100 AMPS CONT. NEUTRAL BU5 15 TO BE: FULL GROUND BAR: IS REQUIRED KEYED DOOR: 15 REQUIRED FEED 15 TO BE: BOTTOM PANEL IS TO BE: LOAD CENTER MAINS: BREAKER LEGEND: NC= NON - COINCIDENTAL; R= ROMEX; E= EXISTING MAIN C.B. RATING: 80 AMPS CONT. *ARC FAULT TYPE BREAKER NEW PANEL 'B' CALCULATIONS HVAC (HEAT WORSE CASE) @ G5% = 0.0 K.V.A. X O.G5 = 0.0 K.V.A. I ST 10 K.V.A. @ 100% = G.0 K.V.A. X 1.0 = G.0 K.V.A. REM. K.V.A. @ 40% = 0.0 K.V.A. X 0.4 = 0.0 K.V.A. TOTAL = G.0 K.V.A. TOTAU240 = G.0 K.V.A. /240 = 25 AMPS. SERVICE CALCULATIONS DUPLEX RECEPTACLE (HOUSE) (EXISTING SQUARE FOOTAGE = 1,5G9) GENERAL LTG @ 3W /5.F. = 4,707 V.A. (3) SMALL APPLIANCE @ 1.5 KW EA. = 4,500 V.A. DISHWASHER = 1,500 V.A. WASHER = 1,500 V.A. DRYER = 5,000 V.A. LAUNDRY = 1,500 V.A. OVEN = 12,000 V.A. BATHROOM CIRCUITS = 1,500 V.F,. A/C @ 100% = 7,500 V.A. ELECTRIC WATER HEATER = 4,500 V... TOTAL EXISTING = 44,207 V.A. Nff LOAD ADDED = G,000 V.A. TOTAL LOAD = 50,207 V.A. HVAC @ 100% = 7,500 V.A. X 1.0 = 7,500 V.A. I ST 8,000 V.A. @ 100 % = 8,000 V.A. X 1.0 = 8,000 V.A. BALANCE V.A. @ 40% = 34,707 V.A. X 0.4 = 13,862 .V.A. TOTAL = 29,382 V.A. TOTAU240 = 291382 V.A. /240 = 122.4 AMPS. ELECTRICAL NOTES I . PROVIDE GPI CIRCUITS FOR ALL BATHROOM, GARAGE, EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL WIRE SHALL BE THW COPPER, UNLESS NOTED OTHERWISE - VERIFY WITH BUILDER. 2, ELECTRIC FIXTURE5/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 3. ALL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE AND ALL APPLICABLE ORDINANCES AND LAWS. 4. ROMEX IS ACCEPTABLE. 5. FIELD VERIFY LOCATION OF F.P.L. ELECTRIC METER AND DISCONNECTS. COORDINATE LOCATIONS OF WP /GFI OUTLETS, HOSEBIBBS, SHOWERS, A/C CONDENSING UNITS, ETC, WITH ACTUAL ELECTRIC SERVICE LOCATIONS. G. MAXIMUM NUMBER OF RECEPTACLES PER DEDICATED CRCUIT v +`;,> 5,f PER A.PPL!CA if CODES. FAULT CALCULATIONS A.I.C. PER F.P.L. (WORSE CASE) 20,833A SYM f= 2.00 x 100' x 20,833 = I .G5 10,500 x 240V M= 1 = 0.377 I +f > 0.377 x 20,833A = 7,8G I A SYMMETRICAL ELECTRICAL SYMBOLS (EXTERIOR) DUPLEX RECEPTACLE (HOUSE) GARAGE DOOR 4 "n J INCANDESCENT LIGHT AT 12" A.F.F. 4 OPENER SWITCH CUG. MOUNTED ii GFl DUPLEX RECEPTACLE � SECURITY � INCANDESCENT LIGHT (JjJ GROUND FAULT PNL' A ' LIGHTS 120/240V WALL MOUNTED DUPLEX RECEPTACLE 2 80 SWITCH [ ^ L_1 F.P.4L. METER d DISC. 120/240V 10,3w WATERPROOF DISCONNECT 100 SWITCH 200 FLUORESCENT Q BREAKER SINGLE POLE LIGHT FIXTURE METER PANEL 1 200A HI -HAT M.CB. 0 CL'G. MOUNTED 1 f0 KAG LI J M.L.O. 10 K IC (GARAGE) (EXTERIOR) (HOUSE) 4 "n J 3 #4, #4G 3 #3/0, #4G p 1 1 /4 11C -2 "C ® a s (s( zi oMoi APNL'B' r PNL' A ' 120/240V 2 80 i 200 12- 1__; 120/240V 10,3w 100 200 80A METER 1 200A M.CB. 10 KAIC f0 KAG LI J M.L.O. 10 K IC I O KAIC I - 3 #4, #b G I I \ �-3 #3/0, I 1 -1/4" C ( #2 I C / #4G I - - -J I 1 )FOOTING L - - - - -- STEEL TO F.P.L.- - - -rgJ ; 3 #3/O �� Ia -2..0 5/8 "x8' CU. ELECTRICAL RISER DIAGRAM GND ROD - - - - -- EXISTING TO REMAIN N.T.5. NEW WORK YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX: 561-493-1560 www.yra- design.com MEMBER: DATE: MAY 19, 2007 APPROVED: D.A.R. JOB NO: 08 -0525 REVISIONS: O M� V O e �1.a O > w � o W REVIEW SUBMITTAL SET 8 -11 -09 SEAL (n l 1 KERMIT C. WHITE FLORIDA AR0017761 1 SHEET NO. OF 9 SHTS Copyright ©2009 Yates Rainho Architects Inc. F D 4 "n J 4 1. 4. 'n a s (s( AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX: 561-493-1560 www.yra- design.com MEMBER: DATE: MAY 19, 2007 APPROVED: D.A.R. JOB NO: 08 -0525 REVISIONS: O M� V O e �1.a O > w � o W REVIEW SUBMITTAL SET 8 -11 -09 SEAL (n l 1 KERMIT C. WHITE FLORIDA AR0017761 1 SHEET NO. OF 9 SHTS Copyright ©2009 Yates Rainho Architects Inc. TYPICAL RAILING NOTES 1. GUARDRAILS: 2. HANDRAILS: EAST LOADING OF DISTRIBUTED LIVE LOADS A5 FOLLOWS: PORCHES, BALCONIES, OR RA15ED FLOOR SURFACE5 ALL REQUIRED HANDRAILS SHALL BE ONE OF THE B) TYPE Ii. HANDRAILS WITH A PERIMETER GREATER THAN G. 4" SHALL 'GUARDRAILS 4 HANDRAILS: 200 1-135 LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE FOLLOWING TYPES OR PROVIDE EQUIVALENT PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH 51DES OF "GUARDRAILS IN -FILL COMPONENTS: 50 LBS SHALL HAVE GUARDS NOT LESS THAN 3G" IN HEIGHT. GRA5PABILITY. THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE 1'-0" OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN A) TYPE I. HANDRAILS WITH A CIRCULAR CRO55 SECTION OF 4" MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE 'A 51NGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE O + 9' -4" T.O.TB.- m GUARDS NOT LE55 THAN 34" IN HEIGHT MEASURED SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST I J" AND PROFILE AND ACHIEVE A DEPTH OF AT LEAST i - WITHIN Z Z' BELOW THE ANY POINT ALONG THE TOP. VERTICALLY FROM THE NOSING OF THE TREADS. PORCHES NOT GREATER THAN 2 ". IF THE HANDRAIL 15 NOT CIRCULAR WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL "GUARD IN -FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , AND DECKS WHICH ARE ENCLOSED WITH INSECT IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND CONTINUE FOR AT LEAST TO A LEVEL THAT 15 NOT LE55 THAN 14 BALUSTERS AND PANEL FILLERS SHALL BE DE51GNED TO WITHSTAND SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE NOT GREATER THAN G L' WITH A MAXIMUM CROSS SECTION BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH A HORIZONTALLY APPILED NORMAL LOAD OF 50 POUNDS ON AN WALKING SURFACE 15 MORE THAN 30" ABOVE THE FLOOR DIMENSION OF 24 ". OF THE HANDRAIL ABOVE THE RECESS SHALL BE I L' TO A MAXIMUM AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE OR GRADE BELOW. 5HOP DRAWINGS SHALL BE SUBMITTED OF 21" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 ". ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD BY THE BUILDER AS REQUESTED BY THE BUILDING 4 ' REQUIREMENT. DEPARTMENT. WOOD SHAKE ROOF (TYPICAL, MATCH EX151T.) 12 4 TYP. 30 MTL RAILING 2'-4" W/ VERTICAL BALUSTERS OVERHANG (DESIGN T.B.D.) (TYPICAL) SEE TYPICAL RAILING F.G. F. G. NOTES ABOVE FLAT RAISED STUCCO /FOAM BAND (TYPICAL) F N: WOOD TRELLIS --- - - - - -- irrr - - -- - --- --------------------- - - - - -- -------------------------------------------------- OPEN RISER WOOD STAIR PERCENTAGE OF WINDOW AREA NOTE: GARAGE DOOR TO BE 4 RAISED SEE TYPICAL STAIR NOTES (PER SECTION 70 -1 O 1) PANEL METAL DOORS. ABOVE % OF WINDOW AREA TO FACADE: 5.G % GARAGE NORTH ELEVATION SCALE : 1/4" = 1'-0" VERTICAL WOOD 51DING (TYPICAL, MATCH EX151T.) WOOD SHAKE ROOF (TYPICAL, MATCH EX151T.) 30" MTL RAILING 2' -4" W/ VERTICAL BALUSTERS OVERHANG (DESIGN T.B.D.) (TYPICAL) SEE TYPICAL RAILING NOTES ABOVE 2 "XG" OPEN DECKING @ LANDING 0 m 12 "'TYP. 110 _I I r A -2.1 12 TYP, 4 PERCENTAGE OF WINDOW AREA 2X 12 STRINGER (PER SECTION 70- 10 I) OPEN RISER WOOD STAIR SEE TYPICAL STAIR NOTES % OF WINDOW AREA TO FACADE: 3.G % ABOVE 12 TYP. 4 17-4" T.O.TB._O� @ STUDIO METAL RAIN GUTTER (TYPICAL, SELECTION BY BY OWNER) DECORATIVE METAL 5HUTTER5 (TYP.) + 9' -4" T.O.TB._ @ 2ND FLOOR WOOD OUTRIGGERS (TYP. OF 2) SMOOTH STUCCO FINISH OVER C.M.U. (MATCH EXISTING) - - - -- +O' -O" REF FIN _ FL ELEV ------- + 17-4" T.O.TB. @ STUDIO METAL RAIN GUTTER (TYPICAL, SELECTION BY BY OWNER) DECORATIVE METAL SHUTTERS (fYP.) WOOD TRELLIS _ _ + 9' -4" T.O.TB. Ah - @ 2ND FLOOR 7 WOOD OUTRIGGERS -1 (TYP. OF 2) FLAT RAISED STUCCO /FOAM BAND (TYPICAL) SMOOTH STUCCO FIN15H OVER C.M.U. (MATCH EXISTING) +O' -O" REF FIN_ _ FL ELEV 4 "X2 112" MTL DOWNSPOUT (TYP. OF 2) GARAGE @ STUDIO EAST WEST (TYPICAL, SELECTION BY ELEVATION ELEVATION 30" MTL RAILING W/ VERTICAL BALUSTERS o SCALE : 114" = 1'-0" NOTES ABOVE = P -0" > O + 9' -4" T.O.TB.- m @ 2ND FLOOR cw STAIR CALCULATIONS 9' -4" X 1 2= 1 12" (RISE) 1 121117.47" = 15 RISERS 15 RISERS @ 7.47" 14 TREADS @ 10" (2) RISERS + (1) TREAD SHALL BE EQUAL TO OR GREATER THAN 24" OR EQUAL TO OR LESS THAN 25" (2) 7.47" + (1) 10" = 24.94" Wnnr) '=�HAKF RnnF CP TYPICAL STAIR NOTE5 I I . RISER HEIGHT SMALL NOT EXCEED 72" PER f 13 2007 R3 1 1.5.3. 1. 2. LANDINGS AT STAIRWAYS SHALL CONFORM TO FBC 2007 R31 1.5.4. VERTICAL RI5E SHALL NOT EXCEED 12 FEET BETWEEN FLOOR LEVELS OR LANDINGS. 3. STAIRS SHALL CONFORM TO f 5 2004 R31 1.5.3.2. TREADS AND RISERS OF STAIRS SHALL BE 50 PROPORTIONED THAT THE SUM OF TWO R15ERS AND ONE TREAD EXCLUSIVE OF NOSING 15 NOT LE55 THAN 24" NOR MORE THAN 25 ". GARAGE SOUTH ELEVATION SCALE : 114" = 1'-0" VERTICAL WOOD 51DING (TYPICAL, MATCH EXISIT.) WOOD SHAKE ROOF (TYPICAL, MATCH EX151T.) 2' -4" OVERHANG (TYPICAL) WOOD TRELLIS DECORATIVE METAL SHUTTERS (TYP.) 12 10 12 -t4 E NLARGED STAID DETAIL A -2. NOT TO SCALE WOOD OUTRIGGERS (TYP. OF 2) --- - - - - -- - --Fl SMOOTH STUCCO PERCENTAGE OF WINDOW AREA FINISH OVER C.M.U. (MATCH EXISTING) (PER SECTION 70 -101) % OF WINDOW AREA TO FACADE: 7.4% + 22'- 1 "T.O._ ROOF RIDGE FLAT RAISED STUCCO /FOAM BAND (TYPICAL) OPEN RISER WOOD STAIR BEYOND. SEE TYPICAL STAIR NOTES ABOVE +0' -0" REF FIN_ _ FL ELEV ---------- - - - - -- + 17-4" T.O.TB.� @ STUDIO METAL RAIN GUTTER (TYPICAL, SELECTION BY BY OWNER) 3G" MTL RAILING W/ VERTICAL BALUSTERS (DESIGN T.B.D.) SEE TYPICAL RAILING NOTES ABOVE - - -_ + 9' -4" T.O.TB. @ 2ND FLOOR FLAT RAISED STUCCO /FOAM BAND (TYPICAL) +0' -0" REF FIN _ I FL ELEV 4 "X2 112" MTL DOWNSPOUT (TYP. OF 2) GARAGE @ STUDIO METAL RAIN GUTTER WEST (TYPICAL, SELECTION BY BY OWNER) ELEVATION 30" MTL RAILING W/ VERTICAL BALUSTERS o (DESIGN T.B.D.) SEE TYPICAL RAILING SCALE : NOTES ABOVE = P -0" > O + 9' -4" T.O.TB.- m @ 2ND FLOOR cw FLAT RAISED STUCCO /FOAM BAND (TYPICAL) OPEN RISER WOOD STAIR BEYOND. SEE TYPICAL STAIR NOTES ABOVE +0' -0" REF FIN_ _ FL ELEV ---------- - - - - -- + 17-4" T.O.TB.� @ STUDIO METAL RAIN GUTTER (TYPICAL, SELECTION BY BY OWNER) 3G" MTL RAILING W/ VERTICAL BALUSTERS (DESIGN T.B.D.) SEE TYPICAL RAILING NOTES ABOVE - - -_ + 9' -4" T.O.TB. @ 2ND FLOOR FLAT RAISED STUCCO /FOAM BAND (TYPICAL) +0' -0" REF FIN _ I FL ELEV 4 "X2 112" MTL DOWNSPOUT (TYP. OF 2) GARAGE U WEST O C. ELEVATION O / SCALE : 114" = P -0" > O w � o N z ,VRECEIVEDe AUG, S 4 � ' T,cvvn 4cf raof s3i- aTj"I, FL lopPATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL' AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX: 561-493-1560 www.yra - design.com MEMBER: DATE: MAY 19, 2007 APPROVED: D.A.R. JOB NO: 08 -0525 REVISIONS: 01 g--hj REVIEW SUBMITTAL SET 8 -11 -09 SEAL SHEET NO. ONO OF 9 SHTS Copyright ©2009 Yates Rainho Architects Inc. U O C. O / V O > O w � o N z REVIEW SUBMITTAL SET 8 -11 -09 SEAL SHEET NO. ONO OF 9 SHTS Copyright ©2009 Yates Rainho Architects Inc. + 17' -4" T.O.TB. @ STUDIO _ + 5' -4" T.O.TB. @ 2ND FLOOR _ + 8' -0" T.O.TB. @ EXIST. RESIDE —$_ _ +0' -0" REF FIN � FL ELEV +_8 -O" T.O _TB. @ EXIST. RESIDENC +O' -O" REF FIN FL ELEV k. '' NEW CONSTRUCTION EXISTING RESIDENCE PROPOSED ADDITION OVERALL SOUTH ELEVATION SCALE : 114" = 1' -0" + 5' -0" T.O_TB. @ EXIST. RESIDENCE +0' -0" REF FIN _ FL ELEV . 1 EXISTING RESIDENCE NEW CONSTRUCTION PROPOSED ADDITION OVERALL NORTH ELEVATION SCALE : 114" = P -0" @ STUDIO + 5' -4" T.O.TB._ @ 2ND FLOOR +O' -O" REF FIN _ FL ELEV , � r �r ,J ` ',,"Own of Gulf Sllltream, FLI YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX: 561-493-1560 www.yra- design.com v ,I: SEAL KERMIT C. WHITE FLORIDA AR0017761 SHEET NO. A-202 OF 9 SHTS Copyright © 2009 Yates Rainho Architects Inc. DATE: MAY 19, 2007 APPROVED: D.A.R. JOB NO: 08 -0525 REVISIONS: 0 o V o � w � o � U Q W � O cn N w w Q F� R.TVIEW SUBMITTAL SET 8 -11 -09 SEAL KERMIT C. WHITE FLORIDA AR0017761 SHEET NO. A-202 OF 9 SHTS Copyright © 2009 Yates Rainho Architects Inc. +_8 -0" T.O.TD. @ EX15T. RE51DENC +0' -0" REF FIN FL ELEV +-17-4" T.O.TD. @ STUDIO _ _+ 9' -4" T_.O.TD. @ 2ND FLOOR —1$_ +0' -0" REF FIN �- FL ELEV I i EXISTING RESIDENCE i PROPOSED GARAGE NEW CONSTRUCTION OVE BALL EAST E LEVATIO N SCALE : 114" = 1'-0" + 17-4" T.O.TD._j�_ @ STUDIO @ 2ND FLOOR +O' -O" REF FIN _ FL ELEV I NEW CONSTRUCTION NEW CONSTRUCTION EXISTING RESIDENCE PROPOSED ADDITION �� EXISTING RESIDENCE PROPOSED ADDITION OVERALL WEST ELEVATION SCALE : 114" = P -0" + 6 -0" T.O_TD. @ EXIST. RESIDENCE +0' -O" REF FIN _ FL ELEV e4� C E F, Y k AUG ` 2 Town Of Crud stream, j J�xV, lopt YATES RAINHO ARCHITECTS INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561-493-1500 FAX: 561-493-1560 www.yra - design.com ITO X10 " .9� SEAL KERMIT C. WHITE FLORIDA AR0017761 SHEET NO. A-2.3 OF 9 SHTS Copyright © 2009 Yates Rainho Architects Inc. DATE: MAY 19, 2007 APPROVED: D.A. R. JOB NO: 08 -0525 REVISIONS: o o O o Q > o W Q W • REVIEW SUBMITTAL SET 8 -11 -09 SEAL KERMIT C. WHITE FLORIDA AR0017761 SHEET NO. A-2.3 OF 9 SHTS Copyright © 2009 Yates Rainho Architects Inc. C 6 L 3 FLOOR PLAN NOTES WALL LEGEND 1. REFER TO GENERAL NOTES ON SHEET A -1 . NON - BEARING FRAMED CONSTRUCTION _ _______ NON - BEARING FRAMED U w i i CONSTRUCTION WALL ABOVE � W `--- ---- - -' OR HIDDEN OR AREA TO EMAINARTIT(ON, A I I % /GDTI/ AI FI 9=1 /ATI/lAl IIATi IKA PrM I (l1A /rn RV IIA F r- It 1G. PORCH FLOOR PLAN SCALE : 1/4" = P -OII C 6 V PORCH FOUNDATION PLAN SCALE : 114" = 1' -0" (3) 2X 12 (3) 2X 12 (3) 2X I (3) 2X I 2' -4'I OVERHA (TYPICAL) (3) 2X 1; PORCH ROOF FRAMING PLAN SCALE : 1/4" = P-0" 1�,V,jjp YATES RAINHO ARCHITECTS P0 INC. CUSTOM • RESIDENTIAL • COMMERCIAL AA- 0002536 5707 SOUTH DIXIE HIGHWAY, SUITE 8 WEST PALM BEACH, FL. 33405 TEL: 561- 493 -1500 FAX: 561-493-1560 www.yra- design.com MEMBER: DATE: MAY 19, 2007 APPROVED: D.A.R. JOB NO: 08 -0525 REVISIONS: REVIEW SUBMITTAL SET 8 -I1 -09 SEAL SHEET NO. OF 9 SHTS Copyright © 2009 Yates Rainho Architects Inc. U w � W U O N O w s F� Q REVIEW SUBMITTAL SET 8 -I1 -09 SEAL SHEET NO. OF 9 SHTS Copyright © 2009 Yates Rainho Architects Inc. PLANT LIST SYM I QTY BOTANICAL NAME COMMON NAME E SIZE SPECIFICATIONS Palms £ Trees AM 3 Adonidia merrillii Christmas Palm 8' g.w. min. 14'-16` o.a., heavy trunk, triple, full frond alt. Veitchia montgomeryana Montgomery Palm ASSURE HEALTHY, VIGEROUS GROWTH. CM 3 Carvota m€tls Clustering Fishtail Palm 12' -16' o.a. heavy trunk, tree type, full top alt. Ravenala madagascariensis Travelers Tree —o— FINISHED GRADE Shrubs /Groundcovers 13ACKFILL TO BE NEUTRAL pH, FRIABLE chr tbd Chrysobalanus icaco'Red Tip' Red Tip Coc opium 3 gal. I; plant solid as needed to inflli gaps in ex. hedge alt. Viburnum odoratissimum awabuki Awabuki Viburnum Sod I tbd I Stenotaphrum secundatum St. Augustine 'Floratam' Laid tight, rolled, sold (amount to be determined in field) All Existing Landscape to Remain, any plant material damaged during construction shall be replaced. General Notes: All proposed plant material shall be Fla. #1 or better. (Fla. No. 1 as defined by Grades and Standards for Nursery Stock Latest Edition) All landscape areas shall be provided with 100% automatic irrigation system to provided complete coverage to all plant materials and grasses. Mulch all plant beds as noted in plant details. (3" min. depth) All prohibited plant species shall be eradicated from the site. All equipment (i.e. pool, water treatment, A/C, refuse, etc.) shall be screened from view. Minimum heights for all plant materail shall be measured from finished grade around plant. F RS BEE ❑RE DIGGING PALM BEACH ^ INDIAN RIVER UCIE ^MARTIN COUNTIES CALL TOLL FREE -438 -4770 HINE STATE 1 CALL ROUND UTILITIES ICATION CENTER N.T.S. Sheet CARLINO 3" MINIMUM MULCH Date PLANT 50 THAT TOP OF ROOTBALL RELATIVE WITH 08 -11 -09 FINISHED GRADE 15 APPROPRIATE TO INDIVIDUAL see PLANT SPECIES, 501L CONDITIONS, AND WATER LEVELS TO P, FOOR ASSURE HEALTHY, VIGEROUS GROWTH. SPACING o.G. DIAMETER OF HOLE SHALL BE TWICE DIAMETER OF BALL. ` —o— FINISHED GRADE II III I I mo' 13ACKFILL TO BE NEUTRAL pH, FRIABLE I (III = I III LOAM FREE OF ROCK, SEEDS, PLANT Section MATERIAL, AND TOXIC SUBSTANCES. ,I z 3" MINIMUM MULCH COMPACTED. g g i 1 4" HT. SAUCER AROUND PLANTING HOLE o�'� TO BE REMOVED AFTER FIR5T GROWING SEASON OR AT DIRECTION OF b LANDSCAPE ARCHITECT, U I IE FINISHED GRADE Mli }y MI FILL AROUND BALL WITH CLEAN BACKFILL OF A _ SOIL MIX CON515TENT WITH ENCOURAGING PLANT ESTABLISHMENT FOR INDIVIDUAL GENUS /SPECIE AND AVOIDING GROWTH OF DETRIMENTAL FUNGUS AND /OR DISEASE. Palm Plantlnci NOTES: GUYING E STAKING FOR PROPER TREE INSTALLATION SHALL BE BY MEANS AND METHOD OF INSTALLER . N.T.S. PLACEMENT OF TOP OF ROOTBALL RELATIVE TO INDIVIDUAL FINISHED GRADE BASED UPON SPECIES REQUIREMENT, SOIL CONDITIONS, AND WATER CONDITIONS. ADJUST TO ASSURE VIGEROU5, HEALTHY GROWTH. a m 3" MINIMUM MULCH COMPACTED REMOVE ANY PLASTIC OR METAL CONTAINERS UII- -III�� `-FINISHED GRADE tl—L� I LEAVE MOUND OF UNDISTURBED – 501L TO PREVENT SETTLING. BACKPILL TO BE NEUTRAL pH, FRIABLE LOAM FREE OF ROCK, SEEDS, PLANT MATERIAL, AND TOXIC SUBSTANCES. Shrub Planting N.T.S. Sheet CARLINO 3" MINIMUM MULCH Date PLANT 50 THAT TOP OF ROOTBALL RELATIVE WITH 08 -11 -09 FINISHED GRADE 15 APPROPRIATE TO INDIVIDUAL see PLANT SPECIES, 501L CONDITIONS, AND WATER LEVELS TO P, FOOR ASSURE HEALTHY, VIGEROUS GROWTH. SPACING o.G. DIAMETER OF HOLE SHALL BE TWICE DIAMETER OF BALL. ` —o— FINISHED GRADE II III I I mo' 13ACKFILL TO BE NEUTRAL pH, FRIABLE I (III = I III LOAM FREE OF ROCK, SEEDS, PLANT Section MATERIAL, AND TOXIC SUBSTANCES. Groundcover Planting /AM\ 3 y4 0h CM tbd ` � � 3 / ex. palms I Ex 8' Ligustrum Hedge to Remain Ex. Residence LOT 6 P GRAPHIC SCALE 8 p 4 8 16 32 ( IN FEET ) 1/8 inch = 1' -0" LEGAL DESCRIPTION LOT 5, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, AS RECORDED IN THE PLAT BOOK 27, PAGE 69. i i v 1 �I N dam' �I ex. o Palm o' \ °o 0 o` z I =7 Ex. Residence CONC. sod L Existing Landscape to Remain 8' Ligustrum Hedge to Remain ex. LOT 4 paim v 1\ v PROPOSED P -ROCK DRIVEWAY PROPOSED NEW GARAGE FOR EXISTING WOOD DECK SEE CIVIL DWGS PROPOSED NEW PORCH I I _J Project Architect ; Yctes RcInho 4rch itects 5707 S. DIXIE HWY., SUITE 8 WEST PALM BEACH, FLORIDA 33405 voice 561. 493.1500 drainho @yrainc -cam 561-.491456Q fax Base information provided by -Yates Rainho Architects via electronic file "x- site.dwg" dated 08/11/09. These plans arelt� be used for proposed planting installation purposes only. Field,-,, verification of existingconditions shall be performed prior to material installation. All hardscape \ and site drainage all be by others. sod EXISTING 600 GAL. SEPTIC TANK (APPROX. LOCATION) I Existing ROOF OVERHANG LINE TYPICAL Landsca a to p EXISTING (TYPICAL) � Remain 135 S.F. DRAINAGE \ \ FIELD _ _ o \ Ix I I EXIS ING I I ONE TORY STRUCTURE EXISTING I I P -ROCK MOTOR COURT I— —I— � I '/ 0 -1 =: L -1 ' EXISTING 600 GAL. SEPTIC TANK —7 (APPROX. LOCATION) EXISTING CONC. PAD Existing Landscape to Remain N7g °11' 4101, � _ N90 000'00 "W 44.72' EXISTING P -ROCK DRIVEWAY CARDINAL CIRCLE I J w J O Q LLI Z) uJ Q Lynn Bender Landscape Architecture 5610 Adair Way Lake Worth, FL 33467 Phone: 561 - 644 -3237 Fax: 561-966-8258 LbenderLarch @comcast.net FL- LA6666716 BUILDER /CONTRACTOR: MAURO BROTHERS, LLC. 2626 N. FEDERAL HWY. BOYNTON BEACH, FLORIDA 33435 561- 738 -4713 (FAX) 561 - 734 -1215 • i • • i 4 i f No. Revision /Issue I Date Project Sheet CARLINO Date 08 -11 -09 LP1 Scale 1/8 " =1' -0" 0F1 E V l v Z�� PROPERTY C'I 50' + HT. I'ICUS TREE E t D. T Q EXIST. RESIDENCE 0 °YU5KCVV P +O' -O' REF FIN - - --- __ - -__ ---------------------------------------------------------------------- - - - - -- FI FI FV FEAT CR -NORTH PROPERTY ERE SCALE: 3/1 G" _ !' -U" I I I EXISTING RESIDENCE I NEW CONSTRUCTION PROPOSED ADDITION 5- 20' HT. F15HTAI L PALM 5 I PKOPEKTY LINE I 10' HT. FICUS HEDGE E orlyz MS. 5CALE:3 /JG "= JI -0" NEW CONSTRUCTION I L— I \i 1 L...IIVL_- ALONG EAST PROPERTY LINE �ON EAST 51DE Carol Borou,uh I erez LANDSCAPE ARCHITECTURE ANI] PLANNING 330 N.W. 16th Street Delray Beach, FL 33444 VCICE:(561) 251 -5843 PROJECT: TITLE= UJ UJ UJ Q LLI ®® ®Y U 0 A Drawn by: CBP Project No.: Xref: Dwg.File: LP1.dwg Date: 10 -20 -09 Revised: SHEET: LP -1 of 1 This document is the property of CAROL E3OROUGH PEREZ and sholl not be reproduced without the written consent of CAROL BOROUGH PEREZ © COPYRIGHT 2009 i 1 ELEVATION-NORTH PROPERTY LINE EXISTING RESIDENCE NEW CONSTRUCTION SCALE: 3/16° = P -0° PROPOSED ADDITION 5- 20' HT. f15HTAIL PALM 5 PROPERTY LINE 10' HT. PICU5 HEDGE SCALE: 3/1 6" = I' -O" /--,s V , , I . , 1 ` 1 v 1-1 1 I L- L./ t., L..- ALONG EA5T PROPERTY LINE NEW CONSTRUCTION T� F�UFLF,,i r uiNL I ON EA5T 51 D E JA% - 7 I0 E *P-e4 *4190* JAN 0 1 2010 Town of Gulf Stream, FL Uarol Borough P erez LANDSCAPE ARCHITECTURE ANO PLANNING 330 N.W. 16th Street Delray Beach, FL 33444 VOICE: (561) 251 -5843 PROJECT W V Z W W Z J Q V 1-09 -08 TITLE= w w Ld 0 z Q w U O LANDSCAPE ELEVATIONS Drawn by: CDP Project No.: Xref: Dwg.File: LP -1.dwg Date: 10 -20 -09 Revised: SHEET: LP -1 of 1 This document is the property of CAROL BOROUGH PEREZ and shall not be reproduced without the written oonsent of CAROL BOROUGH PEREZ ) COPYRIGHT 2008