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I. ALL RIGHTS IVIED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTInED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS.', DRAWINGS AND SPECIFICATIONS. iOwl z3: A en j LL rL > w o LL z A- Q O O X14 ~ 51 I Jov 101 02 DAT& 1 -2002 mAw. . JL I" l�►R REV MONK 8 -22 -2002 11 -21 -2002 BUILDWs DEPARrW COraM% Al-21-03 0. I 02--07 KEYNQT L.E_ GEN,2 WIND PQRS-SU R L MND. _ WINDOW AND DOOR NOTE: M5RdsNN0'*r EXITS: A/C N-01 M: SHALL VERIFY CONDITION /^� CONTRACTOR /I �/ (�'"�' j�� /� / j`� Cam► /'� �+ AIR X I S I (I �1 f-4/ � �,1► ©I����„J�;,J`,/��,J � /`•� (� �����,,, �� UNITS AND UPGRADE E X 15T ING UNITS AS REQUIRED FOR ADDED SQUARE FOOTAGE, WINDOW NO TM * f-��„_ NEW W W I I �l OW i"frve� IMPACT + G+ t ��- „J I 5 I ALL � I III * � ' I I WILL I \ / * ALL E X 1 S T I I G W I I �t E) O W 5 WILL fRE C E I E 1. INDICATES EXISTING DRIVE / WALKWAY TO BE REMOVED. SEE SITE PLAN FOR NEW LAYOUT. 2. DENOTES EXISTING PLUMBING FIXTURES TO BE REMOVED t LINES TO 15E CAPPED OFF IF NOT BEING REUSED. 3. REMOVE EXISTING SHELVING. 4. REMOVE EXISTING CABINET. 5. REMOVE EXISTING CEILING SOFFIT. 6. REMOVE EXISTING PARTITION WALL. 1. EXISTING DOOR AND FRAME TO BE REUSED. 8. REMOVE EXISTING FLOOR COVERING AND PREPARE FLOOR FOR NEW EXISTING OR WILE. 9. PROVIDE OPENING IN EXISTING BLDCK WALL TO RECEIVE NEW 10. WINDOW AND / OR NEW DOOR REMOVE EXISTING WINDOW t FRAME. 11. REMOVE EXISTING COLUMN t ARCH. 12. REMOVE EXISTING BLOCKWALL. 13. REMOVE EXISTING COLUMN. 14. REMOVE EXISTING PRIVACY WALL. 15. REMOVE EXISTING PORTION OF ROOF. SEE ROOF PLAN. 16. EXISTING MASONRY OPENING TO BE BLOCKED UP. SEE TYPICAL EXTERIOR WALL BLOCK -UP NOTE. SYMBOL- DESCRIPTION: I. IT Is THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR t0 ANY WORK. THE WINDOW SUPPLIER 18 RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. ALL WINDOW$ /SL. DOORS SHALL HAVE WHITE ESP FINISH, U.N.O. 2. WINDOWS MUST COMPLY WITH NP.PA. I01 SECTION 21 -2.2.3 AND SECTION 22.2. CLEAR OPENING SHALL BE 20' WIDE, 24' HIGH AND 5.7 SOFT. IN AREA. BOTTOM OF WINDOW OPENING SHALL NOT BE MORE THAN 44' AM. 3. TEMPERED GLASS SLIDING DOORS SHALL BE A MINIMUM OF 31161 THICK. 4. PROVIDE TEMPERED GLASS IN ALL SWINGING AND SAUNAS GLASS ATHT DOORS, INTERIOR UHt AREAS (BATHROOMS, SAUNAS, BATHTUBS, WHIRLPOOLS, SHOWERS ETC.), GLAZING ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE Is WITHIN A 24 INCH RADIUS OF A DOOR IN THE CLOSED POSITION WH06E BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLAZING WITHIN 36 INCHES OF A POOL. THE ACTIVE LEAF OF THE ENTRY DOORS AS OUR MEANS OF ESCAPE WHILE THE BUILDING IS UNDER THE THREAT OF STORM. NOTE THE DOORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32' INCHES. * 38•> 3708�' POSITIVE PRESSURE IN P.S.F. NEGATIVE PRESSURE IN P.S.F. WALL LEGEND: - ���'� CALCULATIONS: _ c�N�. SYMBOL: DESCRIPTION: NEW IST FLi� LIVING ADDITION lundmr A/Ch ------------ 3`13 3QFT. EXISTING LIVING !under A/Gh --------------------- ,4423 SOP1 =t. EXTERIOR C.M.U. WALL NEW LIVING TOTAL (under A/Ck -------- 1% WFT. EXIST. 2 -GAR GARAGE:- - - - - - - - - - - - - - - - - - - - - - - - - - -591 $OPT. NEW COVERED ENTRY:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _102 $OPT. RENOVATED COVERED PATIO:--------------------- 33 SQPt. RENOVATED CABANA BATH : - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _30 SQPT. LOAD - BEARING FRAME PARTITION PARTITION W/BATT INSUL. * *TOTAL.. AREA: - - - - - - - - - - - - - - - - - - - - - - 6252 SOFT. ALL U% INTERIOR DOORS, B,4>3E � C,481NCs SHr4LL M�4TGH EXISTING. COORDINATE WITH OWNER MANUAL � � �. 11. REMOVE EXISTING KITCHEN CABINETS 4 FIXTURES. SEE FLOOR PLAN FOR NEW LAYOUT. 18. REMOVE EXISTING BLOCKWALL E BEAM ABOVE. 19. EXISTING INTERIOR PARTITION TO BE BLOCKED UP. 20. REMOVE EXISTING DOOR 4 FRAME. PARTITION W /SOUND INSUL. 5. ALL WINDOWS SHALL BE SECURED TO THE WALL WITH WITH APPROVED ANCHORING DEVICE THAT WILL WITHSTAND 120 MPH WIND. v t ,q i 6 PROVIDE TEMPERED GLASS N ALL AREAS THAT BOTTOM OF GLAZING IS LESS THAN IS ABOVE FINISHED FLOOR. EXISTING WALL TO REMAIN Town of Gulf Stream, FL COPY1 GHT 20M BY VIII O AND AMOCIATES, P. I. ALL RIGHTS IVIED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTInED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS.', DRAWINGS AND SPECIFICATIONS. iOwl z3: A en j LL rL > w o LL z A- Q O O X14 ~ 51 I Jov 101 02 DAT& 1 -2002 mAw. . JL I" l�►R REV MONK 8 -22 -2002 11 -21 -2002 BUILDWs DEPARrW COraM% Al-21-03 0. I 02--07 N M c> LO 0 6 M 00 c Co G.) cr 0 0 J U_ a CU 0 i r� i z 0 :n m H 0 ` yr • - - - - - - - - - ------ - - - - -- - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - 1 r I 1 r s 1 1 , 1 I I I 1 I ♦ SCALE: 1/4' = 1' -C' Town of Gulf Stream, FL COPY1 GHT 20M BY VIII O AND AMOCIATES, P. I. ALL RIGHTS IVIED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTInED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS.', DRAWINGS AND SPECIFICATIONS. iOwl z3: A en j LL rL > w o LL z A- Q O O X14 ~ 51 I Jov 101 02 DAT& 1 -2002 mAw. . JL I" l�►R REV MONK 8 -22 -2002 11 -21 -2002 BUILDWs DEPARrW COraM% Al-21-03 0. I 02--07 KEYNQT L.E_ GEN,2 WIND PQRS-SU R L MND. _ WINDOW AND DOOR NOTE: M5RdsNN0'*r EXITS: A/C N-01 M: SHALL VERIFY CONDITION /^� CONTRACTOR /I �/ (�'"�' j�� /� / j`� Cam► /'� �+ AIR X I S I (I �1 f-4/ � �,1► ©I����„J�;,J`,/��,J � /`•� (� �����,,, �� UNITS AND UPGRADE E X 15T ING UNITS AS REQUIRED FOR ADDED SQUARE FOOTAGE, WINDOW NO TM * f-��„_ NEW W W I I �l OW i"frve� IMPACT + G+ t ��- „J I 5 I ALL � I III * � ' I I WILL I \ / * ALL E X 1 S T I I G W I I �t E) O W 5 WILL fRE C E I E 1. INDICATES EXISTING DRIVE / WALKWAY TO BE REMOVED. SEE SITE PLAN FOR NEW LAYOUT. 2. DENOTES EXISTING PLUMBING FIXTURES TO BE REMOVED t LINES TO 15E CAPPED OFF IF NOT BEING REUSED. 3. REMOVE EXISTING SHELVING. 4. REMOVE EXISTING CABINET. 5. REMOVE EXISTING CEILING SOFFIT. 6. REMOVE EXISTING PARTITION WALL. 1. EXISTING DOOR AND FRAME TO BE REUSED. 8. REMOVE EXISTING FLOOR COVERING AND PREPARE FLOOR FOR NEW EXISTING OR WILE. 9. PROVIDE OPENING IN EXISTING BLDCK WALL TO RECEIVE NEW 10. WINDOW AND / OR NEW DOOR REMOVE EXISTING WINDOW t FRAME. 11. REMOVE EXISTING COLUMN t ARCH. 12. REMOVE EXISTING BLOCKWALL. 13. REMOVE EXISTING COLUMN. 14. REMOVE EXISTING PRIVACY WALL. 15. REMOVE EXISTING PORTION OF ROOF. SEE ROOF PLAN. 16. EXISTING MASONRY OPENING TO BE BLOCKED UP. SEE TYPICAL EXTERIOR WALL BLOCK -UP NOTE. SYMBOL- DESCRIPTION: I. IT Is THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR t0 ANY WORK. THE WINDOW SUPPLIER 18 RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. ALL WINDOW$ /SL. DOORS SHALL HAVE WHITE ESP FINISH, U.N.O. 2. WINDOWS MUST COMPLY WITH NP.PA. I01 SECTION 21 -2.2.3 AND SECTION 22.2. CLEAR OPENING SHALL BE 20' WIDE, 24' HIGH AND 5.7 SOFT. IN AREA. BOTTOM OF WINDOW OPENING SHALL NOT BE MORE THAN 44' AM. 3. TEMPERED GLASS SLIDING DOORS SHALL BE A MINIMUM OF 31161 THICK. 4. PROVIDE TEMPERED GLASS IN ALL SWINGING AND SAUNAS GLASS ATHT DOORS, INTERIOR UHt AREAS (BATHROOMS, SAUNAS, BATHTUBS, WHIRLPOOLS, SHOWERS ETC.), GLAZING ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE Is WITHIN A 24 INCH RADIUS OF A DOOR IN THE CLOSED POSITION WH06E BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLAZING WITHIN 36 INCHES OF A POOL. THE ACTIVE LEAF OF THE ENTRY DOORS AS OUR MEANS OF ESCAPE WHILE THE BUILDING IS UNDER THE THREAT OF STORM. NOTE THE DOORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32' INCHES. * 38•> 3708�' POSITIVE PRESSURE IN P.S.F. NEGATIVE PRESSURE IN P.S.F. WALL LEGEND: - ���'� CALCULATIONS: _ c�N�. SYMBOL: DESCRIPTION: NEW IST FLi� LIVING ADDITION lundmr A/Ch ------------ 3`13 3QFT. EXISTING LIVING !under A/Gh --------------------- ,4423 SOP1 =t. EXTERIOR C.M.U. WALL NEW LIVING TOTAL (under A/Ck -------- 1% WFT. EXIST. 2 -GAR GARAGE:- - - - - - - - - - - - - - - - - - - - - - - - - - -591 $OPT. NEW COVERED ENTRY:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _102 $OPT. RENOVATED COVERED PATIO:--------------------- 33 SQPt. RENOVATED CABANA BATH : - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _30 SQPT. LOAD - BEARING FRAME PARTITION PARTITION W/BATT INSUL. * *TOTAL.. AREA: - - - - - - - - - - - - - - - - - - - - - - 6252 SOFT. ALL U% INTERIOR DOORS, B,4>3E � C,481NCs SHr4LL M�4TGH EXISTING. COORDINATE WITH OWNER MANUAL � � �. 11. REMOVE EXISTING KITCHEN CABINETS 4 FIXTURES. SEE FLOOR PLAN FOR NEW LAYOUT. 18. REMOVE EXISTING BLOCKWALL E BEAM ABOVE. 19. EXISTING INTERIOR PARTITION TO BE BLOCKED UP. 20. REMOVE EXISTING DOOR 4 FRAME. PARTITION W /SOUND INSUL. 5. ALL WINDOWS SHALL BE SECURED TO THE WALL WITH WITH APPROVED ANCHORING DEVICE THAT WILL WITHSTAND 120 MPH WIND. v t ,q i 6 PROVIDE TEMPERED GLASS N ALL AREAS THAT BOTTOM OF GLAZING IS LESS THAN IS ABOVE FINISHED FLOOR. EXISTING WALL TO REMAIN Town of Gulf Stream, FL COPY1 GHT 20M BY VIII O AND AMOCIATES, P. I. ALL RIGHTS IVIED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTInED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS.', DRAWINGS AND SPECIFICATIONS. iOwl z3: A en j LL rL > w o LL z A- Q O O X14 ~ 51 I Jov 101 02 DAT& 1 -2002 mAw. . JL I" l�►R REV MONK 8 -22 -2002 11 -21 -2002 BUILDWs DEPARrW COraM% Al-21-03 0. I 02--07 T:\GIBSON\7-02\A3-ELEVI.dwg Tue Jan 28 15:28:46 2003 * COPYRIGHT 2003 by MIKLOS & ASSOCIATES, P.A. 0 414 - 0 ol 4 4' '' 4b QC3 IN ML 4.41' 23-' 421, bl't, ro 4 r 4 4m 6z pal LO T: oa m (P E -4 O 0z w 44-- 4 1,121 1 j/2' 1 L, as k242 C + 4A D-4 0 0 fj 0 E M 0 fj U r- 1> 7 '-4 Am F ) "A" Fz= e- M U:l 34 m -4 m m r m -4 -4 4 > 9 011' SEE ELEVATIONS 1-IEIG14T VARIES L ol 4' 4" e- z ol IN cp NJ Vow MAY VARr,-- r', 2' %J-3 r 3- m (IN O 101 —7 t!o gE )—�M II Ali -4 mr 37- Il 3:,l II 21-11 n w wi IE T' fi NIP INN m r V -1 'A rrf -IN m --nm i! mm -4 m -4 r- zr- 7 m ME N] Lo m m COSTNTS: ELEVATIONS ill -q7- -WA7 m M m 1"':p t- z z m < �$ 'err P -BO -n {I m m ADDITION/ WROVATION TO TWIE: FROJBCr- IS HIDDEN HAR50UR DRIVE GULF STREAM, FLORIDA rm- m O AL �44 0- ;u . C>4' -or, g ro�'' J mo r> A r-" r>- 0- '0 * Z'- r>- 0z lHcz>g;N5,-'99 zco->O' A. :Z(rs >03 uzz ;zt>lM:l0v00q- Im 010 '= ak 0qZ9A;TQ mg -0q z>'l30'm'-"'>'r-z-z0"mug 'Z'm'r-8ij > U� C N rA 000 >z;l W, ox < 2- rrq- 0j rlrl 'v js>9'2 zozlx NET > �2>-R vloz > ZZAL Visa m'v"r'r[mpw;u F ssooz I + Z -9 T" 4 m jr J61 f1 -gOrave` i, n w wi IE T' fi NIP INN m r V -1 'A rrf -IN m --nm i! mm -4 m -4 r- zr- 7 m ME N] Lo m m COSTNTS: ELEVATIONS ill -q7- -WA7 m M m 1"':p t- z z m < �$ 'err P -BO -n {I m m ADDITION/ WROVATION TO TWIE: FROJBCr- IS HIDDEN HAR50UR DRIVE GULF STREAM, FLORIDA rm- m O AL �44 0- ;u . C>4' -or, g ro�'' J mo r> A r-" r>- 0- '0 * Z'- r>- 0z lHcz>g;N5,-'99 zco->O' A. :Z(rs >03 uzz ;zt>lM:l0v00q- Im 010 '= ak 0qZ9A;TQ mg -0q z>'l30'm'-"'>'r-z-z0"mug 'Z'm'r-8ij > U� C N rA 000 >z;l W, ox < 2- rrq- 0j rlrl 'v js>9'2 zozlx NET > �2>-R vloz > ZZAL Visa m'v"r'r[mpw;u F ssooz I + Z -9 T" 4 m jr J61 f1 -gOrave` ill -q7- -WA7 m M m 1"':p t- z z m < �$ 'err P -BO -n {I m m ADDITION/ WROVATION TO TWIE: FROJBCr- IS HIDDEN HAR50UR DRIVE GULF STREAM, FLORIDA rm- m O AL �44 0- ;u . C>4' -or, g ro�'' J mo r> A r-" r>- 0- '0 * Z'- r>- 0z lHcz>g;N5,-'99 zco->O' A. :Z(rs >03 uzz ;zt>lM:l0v00q- Im 010 '= ak 0qZ9A;TQ mg -0q z>'l30'm'-"'>'r-z-z0"mug 'Z'm'r-8ij > U� C N rA 000 >z;l W, ox < 2- rrq- 0j rlrl 'v js>9'2 zozlx NET > �2>-R vloz > ZZAL Visa m'v"r'r[mpw;u F ssooz I + Z -9 T" 4 m jr J61 f1 -gOrave` m cs c> CNJ LD co N Co CD r W J W m d r Cu 0 i r-� 0 cn m H CJ O WIND F DESCRIPTION: 5 POSITIVE PRESSURE IN P.S.F. NEGATIVE PRESSURE IN P.SF, TOP OF PLATE LEV _ OL 'SOP OF BEAM 0 FOYER LEV +15' -"2 TOP f SEAM - LEV +5'- ,- E SOUTH ELEV�4TION 5041.: 1/4" m V-V r. FIN FL *FOYER IN V + + /- 0IYfNCs ROOM ELIEV ' -ON FIN FL 0 GARAGE ELIEV�`'- TOP OF GIRDER ELEV +1'_5N TOP OF 15EAM ELEv t�'_r,�, EXISTING CM7VMGHT 2001 BY MMO AM A"901IAM PA A[%, RIGHTS RESMI NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WTHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPIC'T'ED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZEO USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. V LLl o�Qp tu u- z ., L oil Ll FIN FL_* FOYER N r-L +W OL I VANG ROOM I-LEV N 4j" EXISTIWs STUCCO SAND PAINT TO MATCH t0A15T STONE COLOR -- .^ m ` 4-1 C4 -1' - FOAM G00lIINA FINISH -- ¢ '• •: A: � FRAME MOLD �v *� t�N'�t 1�I" 34' iv ., . ? STEEL CAST COLUMN I NA TRIM Tyfa W/ WJLAW II' N „ ; . ;, : • ' rY,ya! :: i� y ROD REINFORCEMENT 2 MWCAST - . r ® COLUMN W/ CLAN CAPITAL 13 � 1 •: .•... 1 :•.: ". � 1 AND esa�E N a �• %" ~ � •�• .,y a -3 OU ll-cXX R'2 A -3 UM -0OKER _ Q_$ AACI)L.DVNG FOAM COQUINA FINISH d FRAME MOLD 14` j 2 " �. 43` , �13N 2N Y • Y4 J _ v lU • 5 j . N ANCHOR W/ MIN, 3 TAPCON to W — DEEP r GT10N 4 • ANCHOR UU MIN. 3 TAP CC) �•" :+ SCREWS AND MORTAR TS = ` ANGHOR lU/ MIN. 3 TAPCON END' AND MORTAR - 3 5ED / I ` > SCREWS AND MORTAR PLUG ALL WOLE8 W/ GROUT PLUG ALL HOLES W/ GROUT P15UDG ALL HOLES w/ GROUT — PRECAST COQUINA "• ARCH MOLDING ANCHOR W/ MIN. 3 TAPCON SET WITH MORTAR AND in iD °O lo ELEVATION m SCREWS AND MORTAR C2) tAPCON SCREWS SEGTION WROGHT IRON 15AR5 PLUG ALL HOLES W/ GROUt PER SECTION. COUNTER SINK RADIUS VARIES =�+ 2 _ ... SCREWS, THEN FILL tUItH COLUMN LOCATION O ANCHOR ul/ MIN. 3 TAPCON chtt WITH TWIST SECTIONS VOID WITH WATER PROOF SEE ELEVATIONS SCREWS AND MORTAR SECTION AT MID POINT SEALANT TO MATCH 1.1" 1` I . PLDG ALL HOLES W/ GROUT COQUINA COLOR 12 �4 ri0 9 8 � 6 5 � 3 2 A -3 MOLDING A,3 WROUGHT IRON DETAIL A -3 KEY a -3 CURVED CROWN >4 -3 MC)LDING A -3 PRECAST COLUMIVE -3 MOLDING -3 MOLDING a -3 MOLDING A -3 ALL N 4 W J 111 49 h -4 r-40p, G �N • CM. 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M6, ,(s. x X1 ELEVATION TT ®,ib' ( xb I x1j• r I x� r— — — — — — — — — - — — — I i I I f 87'fillGtl� EXISTNG ASPHALT PRIVATE ROAD 18' EXISTING Ilff-0x HIGH HEDGE 1. 11F 114.50 lal 120 — FIR 1VATE CANAL FLATTED INGRE55 /EGFRE55 EASEMENT MCLOUTH 5Uf5p 1 V1510N (FLAT 500K- Zr2;.. PAGF- W ) 7/JI._/JINx'1PfAT I =T G=TxlA~ i W-04 UDE �. 6 -Iba, A 6 I� lo-- ------ - - - - -- xp �i ELEYATION Tom' - - -- I- i— I------- - - - - -- •I �I r EXISTING DRAINAGE .4N13.." REMAIN —. EXISTING ASPHALT PRIVATE ROAD 18' "DRAINAGE PLAN SCALE VOW I I I EXFILTRATION TRENCH DETAIL, NO SCALE ATLANTIC OCEAN SR A1A TO ©EUUY BEACH, U&M LOCATION MAP WT. 97 WA ION TD 63' I I I TRANSFORMER r 0 xhb 5WALE SECTION 'F' NO SCALE Drainage Calculations:- Total Site Area = 32,768 square feet = 0.752 acres Total Site Area Less Pool = 32,205 square feet = 0.739 acres Total Site Area Excluding Canal /Roadway Easement /Pool = 19,741 square feet = 0.453 acres Building Footprint Area = 6,542 square feet = 0.150 acres Total Paver /Concrete Slab = 2,720 square feet = 0.0625 acres Total Impervious Area = 9,262 square feet = 0.213 acres Total Pervious Area = 10,479 square feet = 0.241 acres Runoff Coefficient - Impervious Area = 0.8 Runoff Coefficient - Pervious Area = 0.2 Compute First Inch of Runoff from Entire Developed Site R - CIA = 0.8 * 9,262 square feet * 1 in. /12 ft. + 0.2 * 10,479 square feet * 1 in. /12 ft. = 792 cubic feet Determine Exfiltration Volume: Roof Area for Southwest Leader System = 2,062 square feet Runoff Volume = 0.8 * 2,062 square feet * 1 in. /12 ft. - 138 cubic feet Exfiltration Trench Length = 37 feet Exfiltration Trench Volume = 1.5 feet * 5 feet * 37 feet * 0.5 = 13!0 cubic feet > 138 cubic feet Need 654 cubic feet of Retention Area: Swale 'A' Volume: Top Of Swale Area - 487 square feet Bottom of Swale Area - 132 square feet Avg. Swale Bottom Elevation - 4.8 Swale Top Elevation = 5.8 Swale Volume = (487 square feet + 132 square feet) /2 * 1.0 foot = 309 cubic feet Swale 'B' Volume: Top Of Swale Area = 117 square feet Bottom of Swale Area = 45 square feet Avg. Swale Bottom Elevation = 6.0 Swale Top Elevation = 6.6 Swale Volume = (117 square feet + 45 square feet) /2 * 0.6 foot = 48 cubic feet Swale 'C' Volume: Top Of Swale Area = 480 square feet Bottom of Swale Area = 309 square feet Avg. Swale Bottom Elevation = 6.8 Swale Top Elevation = 7.3 Swale Volume = (480 square feet + 309 square feet) /2 * 0.5 foot = 197 cubic feet Swale 'D' Volume: Top Of Swale Area = 48 square feet Bottom of Swale Area - 0 square feet Avg. Swale Bottom Elevation = 6.8 Swale Top Elevation = 7.0 Swale Volume = (48 square feet + 0 square feet) /2 * 0.2 foot = 5 cubic feet Swale 'E' Volume: Top Of Swale Area = 65 square feet Bottom of Swale Area - 0 square feet Avg. Swale Bottom Elevation = 5.8 Swale Top Elevation = 6.3 Swale Volume = (65 square feet + 0 square feet) /2 * 0.5 foot - 16 cubic feet Swale-IF ' Volume (New): Swale Area = 2.0 square feet Swale Length - 40 feet Swale Volume = 80 cubic feet Total Swale Volume = 655 cubic feet > 654 cubic feet 02.07 JAN 3 d I I i I I I 9L 't7 + i I xhn,. �. x �. SUJAAL1 I x�` x x x4j ... .. Pi I.(1 x�0b x1 2 0 SUJAL E xe. I� � 1... .. .. .. M6, ,(s. x X1 ELEVATION TT ®,ib' ( xb I x1j• r I x� r— — — — — — — — — - — — — I i I I f 87'fillGtl� EXISTNG ASPHALT PRIVATE ROAD 18' EXISTING Ilff-0x HIGH HEDGE 1. 11F 114.50 lal 120 — FIR 1VATE CANAL FLATTED INGRE55 /EGFRE55 EASEMENT MCLOUTH 5Uf5p 1 V1510N (FLAT 500K- Zr2;.. PAGF- W ) 7/JI._/JINx'1PfAT I =T G=TxlA~ i W-04 UDE �. 6 -Iba, A 6 I� lo-- ------ - - - - -- xp �i ELEYATION Tom' - - -- I- i— I------- - - - - -- •I �I r EXISTING DRAINAGE .4N13.." REMAIN —. EXISTING ASPHALT PRIVATE ROAD 18' "DRAINAGE PLAN SCALE VOW I I I EXFILTRATION TRENCH DETAIL, NO SCALE ATLANTIC OCEAN SR A1A TO ©EUUY BEACH, U&M LOCATION MAP WT. 97 WA ION TD 63' I I I TRANSFORMER r 0 xhb 5WALE SECTION 'F' NO SCALE Drainage Calculations:- Total Site Area = 32,768 square feet = 0.752 acres Total Site Area Less Pool = 32,205 square feet = 0.739 acres Total Site Area Excluding Canal /Roadway Easement /Pool = 19,741 square feet = 0.453 acres Building Footprint Area = 6,542 square feet = 0.150 acres Total Paver /Concrete Slab = 2,720 square feet = 0.0625 acres Total Impervious Area = 9,262 square feet = 0.213 acres Total Pervious Area = 10,479 square feet = 0.241 acres Runoff Coefficient - Impervious Area = 0.8 Runoff Coefficient - Pervious Area = 0.2 Compute First Inch of Runoff from Entire Developed Site R - CIA = 0.8 * 9,262 square feet * 1 in. /12 ft. + 0.2 * 10,479 square feet * 1 in. /12 ft. = 792 cubic feet Determine Exfiltration Volume: Roof Area for Southwest Leader System = 2,062 square feet Runoff Volume = 0.8 * 2,062 square feet * 1 in. /12 ft. - 138 cubic feet Exfiltration Trench Length = 37 feet Exfiltration Trench Volume = 1.5 feet * 5 feet * 37 feet * 0.5 = 13!0 cubic feet > 138 cubic feet Need 654 cubic feet of Retention Area: Swale 'A' Volume: Top Of Swale Area - 487 square feet Bottom of Swale Area - 132 square feet Avg. Swale Bottom Elevation - 4.8 Swale Top Elevation = 5.8 Swale Volume = (487 square feet + 132 square feet) /2 * 1.0 foot = 309 cubic feet Swale 'B' Volume: Top Of Swale Area = 117 square feet Bottom of Swale Area = 45 square feet Avg. Swale Bottom Elevation = 6.0 Swale Top Elevation = 6.6 Swale Volume = (117 square feet + 45 square feet) /2 * 0.6 foot = 48 cubic feet Swale 'C' Volume: Top Of Swale Area = 480 square feet Bottom of Swale Area = 309 square feet Avg. Swale Bottom Elevation = 6.8 Swale Top Elevation = 7.3 Swale Volume = (480 square feet + 309 square feet) /2 * 0.5 foot = 197 cubic feet Swale 'D' Volume: Top Of Swale Area = 48 square feet Bottom of Swale Area - 0 square feet Avg. Swale Bottom Elevation = 6.8 Swale Top Elevation = 7.0 Swale Volume = (48 square feet + 0 square feet) /2 * 0.2 foot = 5 cubic feet Swale 'E' Volume: Top Of Swale Area = 65 square feet Bottom of Swale Area - 0 square feet Avg. Swale Bottom Elevation = 5.8 Swale Top Elevation = 6.3 Swale Volume = (65 square feet + 0 square feet) /2 * 0.5 foot - 16 cubic feet Swale-IF ' Volume (New): Swale Area = 2.0 square feet Swale Length - 40 feet Swale Volume = 80 cubic feet Total Swale Volume = 655 cubic feet > 654 cubic feet 02.07 JAN 3 d 21 02 -07 IMPION"FAMV/PWW NO.ISGA- 30X4201975 DRAWN NCRA CRECKEO DATE SCALE -J -OB .N4. SHEET OF SHEETS 0 T : \GIBSON \7- 02 \SP1- SITE.dwg Mon Jan 27 12:11:28 2003 * COPYRIGHT 2003 by MIKEOS 6 ASSOCIATES, P.A. O f O CD U3 0 0 N M 3 rn D O —i O f— z to n N -i � ,1i + O Z, 0, PEI X0r-� O mmso �s t!� �' 1 z � ;u OO O 0 6� � �' 0 CA ' IS m m �$ -�� N to Z w w to rn m t' ra CA a In � - CO 6 L4 > 6o 6 0'b 0. Of? to fA 0 W'� i 406 Qi i 4 z W co �' ca in �a In as u a NO o ;� Q e 10-110 Val z > > ET r r IQ I� I -I M ic t �I M ra M R208D zo m xwZrp 5°� �r 10 9- iza*i� z 0082 3 z, 8 °p ;WI LD fA v 'f7 xmz ;2 w . 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ARCHQ'TECTSlP SRS i i i i i i i i I i i I i i i -ro ' N D � � I� �D Irn D IUT I I I I I I t I I I I I I I I zz m D A E ;P E�pytAr r r fj M I�>,. - �QDG"tr z 0(PKZ OrnC7rnm�► 0 U mg Ur' — Dm Z: :1 N A M U zz � 4. ? �3UAMA –40 r b AE(-A —AO'mZ ODE m3o0 rnF0�P— E p- M 'pz3z 4 -- -4 Q Q � mrUz -4 r– tat � A to ;y 0 _f Xp�"�� zZ ,vZirOpCpO M �zNmrn i3 D -4 1© r > j5 va FTCyf3plCTV vDt�v�Zp�ZV�z�z Az��, ��mar macs -n max,,., so D Z4 �AA� 54i < C f?Z�m� t)xtna cnz0- >2=aGAI MAA -1 ZIQIc�ii�T2 ZZ- 6=16 Z�2gSU'm acrDv�z rZPu+r.0 � 0 @1 CgC —r+ Av'0 A24yrn p D00z *2j RZ wwo ter enrRaesu>rA D-F� a, p 'g ocz m bZ� C, �A�aos ltS� 10W'jAC, � Z�Zo :<— 2kldo Cm S >�–� �SAO'' �' N M LLJ I-- ci a) cn cry zr cz U) CD m C) 0 N F- rr r ci C) U m c> CNJ co Cu cNi 0 On w H U) I 0- U7 a I r z 0 in M H C!D / O SaSo!4/T02 II 114.5}G/ 1 I I I I PRIVATE CANAL. I PLATTED INGRESS / EGRESS EASEMENT I I I I I I I , PLAT 500K 25, PAGE ro MER 1 NOS ALL EXISTING TREES E VEGETATION WITHIN ADDITION TO 8E REMOVED. LANDSCAPE DAMAGED DURING CONSTRUCTION TO 5E REPLACED. ALL GRASS 4 SPRINKLER SYSTEM DAMAGED DURING CONSTRUCTION SHALL 5E REPLACED. ALSO EXISTING SPRINKLER LINES SHALL BE RELOCATED FROM UNDER PROPOSED ADDITIONS. EXISTING 5LDG. - CONC. BLOCK WALL$ (1ST FLR,) W1 ENGINEERED ROOF TRUSS' d CEMENT TILE ROOF, NEW ADDTON - CONC. BLOCK WALLS (1ST FLR.) W1 ENGINEERED ROOF TRUSS' 4 CEMENT TILE ROOF TO MATCH EXISTING. SUBJECT c- LEGEND: INDICATES LIVING ADDITION (UNDER A/C) M i i i • 7'�aweAaEiwc+ !1c$- !tO d!lf i ADDITION 9 -02296 r ADDITION VN 2" ,fA INDICATES NEW COV. PATIO & FRONT ENTRY ADDITION INDICATES EXISTING SEE FLOOR PLAN FOR INTERIOR RENOVATIONS. ATLANTIC OCEAN SR AIA TO DELRAY BEACH, US#1 LOCATION MAP N.T.S. SITE PLAN LE 1 /$f. SEA =1,^� LEGAL DESCRIPTION: LOT 6, "HIDDEN HARBOR ESTATES ", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 36, PAGE 110 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN SECTION 9, TOWNSHIP 46 SOUTH, RANDS 43 EAST, THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. CONTAINING 32,769 SQUARE FEET 1 0,7633 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -0F -WAY OF RECORD. =TOWN OF GULF STREAM SITE DATA TABLE ■yam-SQ.FT. ACRES► EGROSS OT AREA 32,768 S.F. .75 AC VE LOT AREA 22v056— S.F. .36 0 -- _ PROPOSED NIgHI EXISTING DEMO NEW NET % �'/o - 1 T FLOOR LIVING 4423 S.F. -0- 373S.F. - 4796 S.F. - - 2N FLOOR FL R LIVING N/A - i►RAGE 591 S.F. -0- -0- 591 S.F. COVER SO TERRACES 9.44 S.F. 179 S.F. 105S.F. $70 S.F. - SCREEN ENCLOSURES N/A ACCESSORY BUILDING 137 S.F. -0- 74 S.F. 211 S.F. % INCREASE OF NEW AREA/EXIST AREA 6095 S.F. 646$ S.F. 5.$ - LOT COVERAGE 0F LOT (PROPOSED NET) 646$ S.F. 20.00a % a 25•/a MAX TOTAL AREA COVERAGE NET) OF LOT (PROPOSED NE S.F. o 20,00 /a a 33% MAX IMPERVIOUS AREA 6095 S.F. 2656 S.F. 899 S.F. 433$ S.F. PERVIOUS AREA S.F. -0- 111703 S.F. 53.0% 40% MIN FAR CALCULATIONS - USING EFFECTIVE LOT AR A 1ST 20,000x.33 6600 S.F. OVER 20,00x.20 411 S.F. TOTAL ALLOWABLE FAR 7011 S.F. TOTAL PROPOSED FAR =6555 S.F. TOTAL HARDSCAPE AREA1 4160 S.F. 02.07 Town Of Gulf Stream, FL COPYRIGHT 2001 BY MMM AND ASS+OMTM PA ALL RIGHTS RESMW NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM). WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION'S. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIA81UTY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWNGS AND SPECIFICATIONS. 0 a Z Ll a �Z Ica 0 2- LU to E 16 db 211,61-01 w • MT. NO: A,A0W 10102 RATS 1-2001 mAw. JL RIONS: a,az -s00z 1 -21 -03 WINDOW $ILL/ HTS 1 -2i -03 spoponol 1 21 02 -07 IMPION"FAMV/PWW NO.ISGA- 30X4201975 DRAWN NCRA CRECKEO DATE SCALE -J -OB .N4. SHEET OF SHEETS I I i I I I 9L 't7 + i I xhn,. �. x �. SUJAAL1 I x�` x x x4j ... .. Pi I.(1 x�0b x1 2 0 SUJAL E xe. I� � 1... .. .. .. M6, ,(s. x X1 ELEVATION TT ®,ib' ( xb I x1j• r I x� r— — — — — — — — — - — — — I i I I f 87'fillGtl� EXISTNG ASPHALT PRIVATE ROAD 18' EXISTING Ilff-0x HIGH HEDGE 1. 11F 114.50 lal 120 — FIR 1VATE CANAL FLATTED INGRE55 /EGFRE55 EASEMENT MCLOUTH 5Uf5p 1 V1510N (FLAT 500K- Zr2;.. PAGF- W ) 7/JI._/JINx'1PfAT I =T G=TxlA~ i W-04 UDE �. 6 -Iba, A 6 I� lo-- ------ - - - - -- xp �i ELEYATION Tom' - - -- I- i— I------- - - - - -- •I �I r EXISTING DRAINAGE .4N13.." REMAIN —. EXISTING ASPHALT PRIVATE ROAD 18' "DRAINAGE PLAN SCALE VOW I I I EXFILTRATION TRENCH DETAIL, NO SCALE ATLANTIC OCEAN SR A1A TO ©EUUY BEACH, U&M LOCATION MAP WT. 97 WA ION TD 63' I I I TRANSFORMER r 0 xhb 5WALE SECTION 'F' NO SCALE Drainage Calculations:- Total Site Area = 32,768 square feet = 0.752 acres Total Site Area Less Pool = 32,205 square feet = 0.739 acres Total Site Area Excluding Canal /Roadway Easement /Pool = 19,741 square feet = 0.453 acres Building Footprint Area = 6,542 square feet = 0.150 acres Total Paver /Concrete Slab = 2,720 square feet = 0.0625 acres Total Impervious Area = 9,262 square feet = 0.213 acres Total Pervious Area = 10,479 square feet = 0.241 acres Runoff Coefficient - Impervious Area = 0.8 Runoff Coefficient - Pervious Area = 0.2 Compute First Inch of Runoff from Entire Developed Site R - CIA = 0.8 * 9,262 square feet * 1 in. /12 ft. + 0.2 * 10,479 square feet * 1 in. /12 ft. = 792 cubic feet Determine Exfiltration Volume: Roof Area for Southwest Leader System = 2,062 square feet Runoff Volume = 0.8 * 2,062 square feet * 1 in. /12 ft. - 138 cubic feet Exfiltration Trench Length = 37 feet Exfiltration Trench Volume = 1.5 feet * 5 feet * 37 feet * 0.5 = 13!0 cubic feet > 138 cubic feet Need 654 cubic feet of Retention Area: Swale 'A' Volume: Top Of Swale Area - 487 square feet Bottom of Swale Area - 132 square feet Avg. Swale Bottom Elevation - 4.8 Swale Top Elevation = 5.8 Swale Volume = (487 square feet + 132 square feet) /2 * 1.0 foot = 309 cubic feet Swale 'B' Volume: Top Of Swale Area = 117 square feet Bottom of Swale Area = 45 square feet Avg. Swale Bottom Elevation = 6.0 Swale Top Elevation = 6.6 Swale Volume = (117 square feet + 45 square feet) /2 * 0.6 foot = 48 cubic feet Swale 'C' Volume: Top Of Swale Area = 480 square feet Bottom of Swale Area = 309 square feet Avg. Swale Bottom Elevation = 6.8 Swale Top Elevation = 7.3 Swale Volume = (480 square feet + 309 square feet) /2 * 0.5 foot = 197 cubic feet Swale 'D' Volume: Top Of Swale Area = 48 square feet Bottom of Swale Area - 0 square feet Avg. Swale Bottom Elevation = 6.8 Swale Top Elevation = 7.0 Swale Volume = (48 square feet + 0 square feet) /2 * 0.2 foot = 5 cubic feet Swale 'E' Volume: Top Of Swale Area = 65 square feet Bottom of Swale Area - 0 square feet Avg. Swale Bottom Elevation = 5.8 Swale Top Elevation = 6.3 Swale Volume = (65 square feet + 0 square feet) /2 * 0.5 foot - 16 cubic feet Swale-IF ' Volume (New): Swale Area = 2.0 square feet Swale Length - 40 feet Swale Volume = 80 cubic feet Total Swale Volume = 655 cubic feet > 654 cubic feet 02.07 JAN 3 d