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APP 018-08
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Q) ,= d 2 O Q) Z J Q U D LL Q N Q x U) Un d O �^ } 3 CN Ce) 0�� �r�noo ZLLW o � 0 �- of c H 0a d Z N j�_ X Lo R L p u_ R OC) r� Qz'w N z C) xcq O 3�ao� >1 ` zz �O OU=QapzO �] U v�Fa-,G s4 r -i rd ri a) s4 �4 `44a U (d I x 4-1 i4 44 r -I (1) -r1 0 0 Is r•i r, 44 U ri J f �4 r� 0U) -ri 1C., b) FC 0 •r.1 N to 1:1 -ri -I_) r rl Q) 4-3 •rl >y 0 r -•I ro +-) U ria 0 X > r -I -i (d 4-1 Q) 0 U • a) e 0 00 S] aU + rd ID4 -rl 00 a .> Q) s~ a 4-1 M 't1 (d 4-1 r -i (d rd 1 r -I ty) S� b (2) �4 +) W 0 a) �l -r-I •rl 0 -r.l -ri -rl N • CF)04 N a) H U 0 1 r� N � •rl • 04 ri is � •ri (d �4 OJ >1 $:i (1) • r -I (d am 0 -P -ri b ro a l~ 41 K4 Q) rZ4 U (1) Qi X 0 -rl +J 4-1 -A l0 •rl -rl (1) U E •rl •P U ri N > tT A r 0 Q) 4-3 �>1 a O b rd m a) a�3 a U 1�0U (nrd Q)� ri rM -ri •l) z 4-1 FC d-) >~ a 1~ >4 rO -ri • U ° � M +J Q) -J � 04 9 +1 4-3 R., 00 rti rO -I-) U2 m 0 0 -ri z •ri (d tet+ �4 -ri -r-I 34 �4 :J Q) �' U M rd U) X (d Q4 W M U m M (d 0 -� a) a a) �4 b 4 n4 r- I 4-I Q) rd (d D FC I~ 4-3 °4J b ts� m4� ° -a r-I� >`i � 0 3 N t4 •rLH i 0 -ri r- U 0 -ri 0 m •rl U) ��4 Iti �4 ro rr-I� }.•1 44 F-: W -W 4JJ 9 r -i !4 0 (1))T4 t 1 (d W Q) ••�� � (d Y' -rl tJ• ro 0 O V r/ � ri a) 0 ro 0 r -i -r1 • rd 9 •ri N Q) 0 0 rd rc$ x , �:s U a 4-3 rO -rl 4J $:: >, r --i zs O rd O U 44 rd O ' �v PU O Q) rd U1 O ii (d (d z7 0 � •r •1 U >41ro 1'�•� (d ,� rd U) 1-1 N 4J r- a' • + U -ri N d-) r-4 E i i4 S: N ro $-1 rd b' is U) ri 1~ ;j Q) U > r rd -N �4 m N U) r- ro a >1 (1) �4 -4 ri (d `) rl +� a v cz Q .(rd X (1) r -i Lr) � rd cd � 0) r -I 4-4 $-1 U) •ri N tjo r -i r -i r] S I1 rd ri O r -I rd -4 > >ri (3) 1 Q) 0 �4 11 3 •• 3 (n 0 Q F x a ri b�4 N O rd > IX E.+ U N " 0 m 0 0 L f ) 0 0 N C r i L r ) ` O �� L f I C O O O r O - N Y N 0 . N h �� Q h O O a ) c n s - i x C L L " 0 6 % U O N ~ N ^ I 1 a - I O U m m 0 9 . 1 i O D U L M 0 ) W N W K U U W E " O �� o r o x m a I L L ~ " m . . . 1 C . . W c O O J x o " " + o 4 - - b L L f o U O ) O 0 1 - - d ) u s C J " " f o O ) Y " U O " " + C d O o c 0 d ) U a C O N " " " m O < n x 9 " . , + ' O O H C 4 - O N M C L ` L o t o u C O C I O x M a o 0 ) L L C - M - M x N , 1 ) N ' 0 ) T C O L ' O - 4 M L w C 3 0 . 0 - 4 a ) O c D " " 1 0 0 c C D c c x o _ O X O J X E c 7 C � m C L L L C + 7 . i i x x H - i h 0 L L L L d X 4 N O O U F L L O 0 1 : " " F 0 a L C L 0 ) % 6 . O 9 d F C U N L O Q c u L M U u E M L L L C L H > L F O . L L W O : L L O ) O C 6 Q x 6 3 U G F " O L L L L M T r p O O 0 % " o d 0 4 4 - = N O L O - 0 0 L A W a C ) 0 C - r i c a ) L L L m a . m L O C o 4 - " n O C L L D 2 O U O " M E ' " O U ) U 3 C O x 0 N Q 0 : 2 L L O L L O C T O Z 7 x " " + L 3 0 L O O " " J - G E 0 . 0 L a ) C - o o x , , C - I L C L L r 4 L O T O U i 0 O 0 O U r 1 x Z ��" " L M C o l O L O C x L 0 E D L O O E U W ^ 1 0 0 T 7 O U - 0 0 0 r I L o ^ 1 E O a o m " M 0 0 O L L L U y ) L . . . . V U T J F f C O M Z O " " L 3 L L H E Y O M C 3 o z 0 . 0 I P - L 0 0 0 , 0 4 ) O Q ) D L - - - m n n T T E } < , d Z Z O n z f 5 o ��F ��m 3 . ��O r r i i o o ' ��Y z �� u u a z U ��h F i ��G O D O N N r " i h M O ��r M M r o b H b r � - I a ) o a � ��- C A . U t 0 ) r a E b + 3 1 E n r i W 3 L O 0 r { r i N �� 4 - ) w U r o I 4 . 3 H 4 J r i " , 1 O O O c u 0 o N " - i a ) a + " r i 7 1 W 4 r d ' O 1 . 1 4 J 4 1 U " C 3 O x r l ( a 4 3 0 ) a ` �� 0 4 a ) b a x a ��o b r o ����r o [ O " 4 O O r O O O + > 1 ) a G L b a r 0 - I t r + H ) - 1 0 0 ? r O 0 r o r - 1 0 4 1 r 1 r o a ) O " u 0 ) 4 . ) " r 1 U N a ) r o x 0 " r i t 0 - r l " . i a ) U r i N ' J L T ��a i " 1 0 ) m > 1 P ' O " O ( i s t y l - r - I 4 j 4 J � a ) ��u a a r o ' O - P m m O + 1 r o C O x ( d 0 . 1 0 0 1 - a ) 4 J M r o 4 ) 0 A " r l O U O - r 1 O w q a ) 4 J y o r - i - t r i " 1 0 q U L 4 . 0 4 1 b - r i 0 4 4 0 P 4 0 r d k r d 4 - ) i o d 4 t r r n w r . - 4 g L a N m N r i u i r - I r o m " r i N ��D . - 1 r - I , 1 y > r a N l F a a ��i ��o �� a ) N 0 , x a ) r " I : = r o r o O O U a g o r o - 4 4 t o O v E a U a " �� r o r - i ( 1 ) a 4 4 ) A S A . I " u E l - r j d - 1 N 4 ) O a m ( d V ) A O r o q P 4 P v c d t o o t o 4 4 ) - 1 3 �� " r l N O c d O N 9 r o a m w h O F 0 4 4 O c d i m O ` ~ O r 4 F W 0 0 a t i I 4 1 $ y ` ` a H r n c o M I t D n N I i n k o i n x r o 4 1 U d 0 U 4 N 0 + - A r o 1 U 1 b - a N o a n i h �� 4 S O ��4 P 4 U U a O L ' Y V �% U ��, ��. . r x G i l I ~ ��1 t 1 j , " . , " ' W z �� 3 �� a ��O T E } < , d Z Z O n z f 5 o ��F ��m 3 . ��O r r i i o o ' ��Y z �� u u a z U ��h F i ��G O D O N N r " i h M O ��r M M r o b H b r � - I a ) o a � ��- C A . U t 0 ) r a E b + 3 1 E n r i W 3 L O 0 r { r i N �� 4 - ) w U r o I 4 . 3 H 4 J r i " , 1 O O O c u 0 o N " - i a ) a + " r i 7 1 W 4 r d ' O 1 . 1 4 J 4 1 U " C 3 O x r l ( a 4 3 0 ) a ` �� 0 4 a ) b a x a ��o b r o ����r o [ O " 4 O O r O O O + > 1 ) a G L b a r 0 - I t r + H ) - 1 0 0 ? r O 0 r o r - 1 0 4 1 r 1 r o a ) O " u 0 ) 4 . ) " r 1 U N a ) r o x 0 " r i t 0 - r l " . i a ) U r i N ' J L T ��a i " 1 0 ) m > 1 P ' O " O ( i s t y l - r - I 4 j 4 J � a ) ��u a a r o ' O - P m m O + 1 r o C O x ( d 0 . 1 0 0 1 - a ) 4 J M r o 4 ) 0 A " r l O U O - r 1 O w q a ) 4 J y o r - i - t r i " 1 0 q U L 4 . 0 4 1 b - r i 0 4 4 0 P 4 0 r d k r d 4 - ) i o d 4 t r r n w r . - 4 g L a N m N r i u i r - I r o m " r i N ��D . - 1 r - I , 1 y > r a N l F a a ��i ��o �� a ) N 0 , x a ) r " I : = r o r o O O U a g o r o - 4 4 t o O v E a U a " �� r o r - i ( 1 ) a 4 4 ) A S A . I " u E l - r j d - 1 N 4 ) O a m ( d V ) A O r o q P 4 P v c d t o o t o 4 4 ) - 1 3 �� " r l N O c d O N 9 r o a m w h O F 0 4 4 O c d i m O ` ~ O r 4 F W 0 0 a t i I 4 1 $ y ` ` a H r n c o M I t D n N I i n k o i n x r o 4 1 U d 0 U 4 N 0 + - A r o 1 U 1 b - a N o a n i h �� 4 S O ��4 P 4 U U O� O L O o rn CO C C ^ ry V 3 V W V O O O O v G C •E Cd I v pi �_ m E _ A O - O� ^ O O v v o 0 • �= co O V cn NE aEi E— /Ly,,q� N V V V Z Z Vl V m O� O L O CO C C E W O v G C •E Cd I v pi �_ m E _ v� - w m N v N -4 O a 0 i•a IN w o~ 00 N z v O i A b!J O N M v O E- bA o .� .4 � 00 v 3 06 x v o x u o v Q) cI) � 0 N LO cu . 1 . y b v M Q) U U) Lr) u ~ 00 c—i r + r :p Cq m N D by v O O by o75 ° x 4- U') r '+j Vo cn 41 4 uj � CU � O � E•� C.7 F-+ C.7 w m N v N -4 O a 0 i•a IN w o~ 00 N z v O i A b!J O N M v O E- bA o .� 00 v 3 06 v v cI) � 0 N LO cu u u y b v M Q) O o v u ~ 00 c—i v is O Cq m N D by v O O w m N v N -4 O a 0 i•a IN w o~ 00 N z v O i A b!J O N M v O E- bA o .� E cI) � cu u u y b `~ O u ~ 00 c—i v is O Cq m N D by v O O by Q ° x 4- U') '+j Q w w N LL J LL Z O F. Fm J a F - z UJ a O LL1 W Q 0 LL 0 F" U_ i a< a= ali � �3 z c = �( 'L L2 U C � C a g OE O 0 OC �.i /W LL w C N > E C = Q L O = _ m~ 3 € O p N L C (� co O Q co n U) an CD LE N O P— — > O w �m°OSE Q- Q U O 00 p O >m U i a0)`u� Q) CII C 'J LL U O0 L 0) � LL CU n?�. �: L •5; 0 a� O a) v., QE U O Q 4) O Cn L E j L i L a) f -a 0Q � �3 z c 0 a � G � O � CO _z J C ❑ cu LU z Z U O0 ui L � IL X C9 �l v V v' I Q) r U Q co Q) E z Q) LP N J Q) cc L C O ` 0 Q O 2 CQ) C 0 aa)) O LL C L X Q Q Q a V a C'C\ w O � CO C ❑ cu U O0 L � X C9 O(6 C I'LL ❑ O C LL C C X l� C13 C LL (Z U C ❑ (� C u J N ,O LL L — � ❑ Q) Q) >c = o O CU C CCQ p J cu __ (u C .� EL C RS (B O o U Q E Q) `o clop X U ❑LU ` Q)U Q�F- w O CO U i U L Q) Q) Q) ❑ L Q) z c O L 4- 0 � Q) s a O LU Ll O N iL n M E �M -0 o Q) m O z O O O CO Q) v) CQ -O O cu C O Q) E C (B C C _ C D C C) R O �c cII Q O O L- Z a a CO Q) Q) Q) w C C C C Q) Q1 Cn Q U O C 3 a) cm O_ C9 C 0- _o Q co Q t` Q o r m N c) a .— N c� �? C)p O c) m c0 mV U U U �- L a o m a. a 0 Q w Q W a N LL LL O Z O F- m O C 1I1 N O U C A 0 S R d 9 `o E a o �o m t . F- m c C E .o j m (D Im � a - i A m C L u n� ° 0 2 ro G► �••3 0 7 C! 7 fp O � m O z c p co � J Y7 y V! C n G � � C9 � � x z a a CC lL O V CL c � N Ci -Mu E co G Z iA J nI IF CL ZD S ° m a a a 1 O 0 d r vi 2 4 < P� p pi 4 N W if L.-41 ro 7 C! 7 fp O � m c p co Y7 y V! � � x z a E lL O V � N ZD 0 o � >0)1 d c 1 e, DoE o 4 1OC� 6 u x m � u ❑ •• 2 C�z O `o iD nm�C LL, J3o E iL n ! O! W 4` LL C w Z C .. a Z v Qf C /0 O m ? N 13 r - d '* Z d cr ?� - C VI CL CA U Q •`� m C Q Q Q Q d tp d !. a C m C� m vi M* � 4c U cla U vi U (U V N W if L.-41 Z O Q H D Z Q Z O F- a U U) W 0 F- 0 U W O a Y. Q a o.� Z3 Q) cu = d Q w lE co C O h U O O cu U a U O O Q) m O } E U L ca O co O a ° m-0 uj �a o O Q > CZU �U cu O a) co CY) L vJ .0 Ca 0 > cc Q) D cm C - ca o U Oen O V cl.U O U cl- 0 0 2 L c 0 Z c O O U 2 F- Q) 0 Z c U O a, � Z +°� avi O c`- O -O ca o c O O p N Q) C O O O OO `E �t U � U '� >' Q O 0- 0 O � _ L O Q) >._ CCo m 0 � _O O O "' C V1 7 LL O Q O fl_ O C _O Q V U W z C2 Q) O .OL-� •O C U o Z0-,_ o N Ti ON p a fl U C ' •� V) O E 0' � � O M O i Q) C () 0) z ' cN C L O _ L L O -cn U Q) Q R .O 0 v Q) in c O C r, o ® Qa :E- •L cn U a o c��a o Wm COD CD o Co Cl) :p E O n co ._ U c cam. 4 E -� O � L _ U O Cf N U N cn D O. m L O L— C O C O > c6 to_ „ O Od CO O E L O Q Cl? O> >� O Q a)U 3 V � N L o Q1 L N o O O � N 3 i Q7 y O= O ti ., � QJ Q) Q C C U(LS _O O 7 _ Q U F- Q) wC- Q X_ Q) L N N 0- p 3 c Q N m � E Q O E .(u 3Lcm�U0 (II +L' fl Q) o.Na� EE c5(cu)Fc aU o W U W = I°OWM �W�UDU m Uo r- C co Q> 0 U a L c a .p N t o - m Lo m m Ci -O (L) v cb C Co O Q) Q Q Q Q (v Q Q L Q �, N ,1�1 cu Q) lE h Q) ¢ O U p E L ca O co O uj �a o CZU co CY) .0 Ca 0 > cu cm C - Oen V Q } 0 0 Z c o 0) U Z c a, Z +°� avi Q C-. ca o c Oc O N OO O"O N a> Q U o cl• } Q) i Qz a o .OL-� o Z0-,_ o o a M p Ca O E w � z Q)m L O O >� 0-6 N ® Qa ° c��a Wm UE CD o 0 ._ U O E cam. 4 E (9 Q L O N D CJ p C O O OU 0 0 O E L O Q Cl? O Q CO U Ocn �_ C Qi L N o O O ca cn :E 0 Q C U(LS i O 7 _ Q U co Q O y O) O E Q� EE c5(cu)Fc aU o U > E m u.. C co Q> 0 U a L c a - o t o - m s� o c (v Q L �, N ,1�1 a° m0 En ° O o 4- o cin Q °' Q) N o } c U >° � \ o Q) uJ co 0 } N Q E•� U O C U p 4)• o C O C U > E i j - Q)0 O v V -p U UO o Q a cu W a U) Ci C C//�) L U o _O Qi Q Q y 3 - .. 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LL LL d F— d z z a U) —< z U) U) w U) C) M co U) m LL (D LL: LL LL L.L LL F- LL LL F- LL LL F - LL LL U) (t) U) U) 0 0 d d LL co (D C) U) Lf) Lo z z co 0) (0 C14 z (1) C) :� z i U) CD U) C) U) 00 (t) 00 Cl) OD U) W r -0) 0 Cli :1 W C\L 00 C> tl- t [I- "q: C) CO 04 00 04 00 C'� LO cp (-0 z lqr C14 cli L6 LO t- (0 - 0) 0 Oz W -J < X w () -i ll,� < CL W z < z U) < < Z w w A w w < w w w w a - < ww<<- co < 0 rl� < Z) 0 0 Z a C) CC < < < U- w x < w W n- o- -J < w of Z w < w T w a� w U) Cl C) Lo < o 0 LU W < < < w ly F- o z z w 0� > w > z < 0 -j LL Cl) Cl) cli C13 < 0 C-) < 0 -j S w 0 > (-)o 0 C) < Cl) -i x x 0 CO Z Z!S < < W [If > 0 Ir w A fr z w -j < 0 C) C) C> C� 0 Q ct _j < x w U) �! 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O HO (d rd rd u1 ri .r, v 4-) rd 4-1 v v H �, � w Px rd Ei ►��+ Li W Ln -rl H �4 U > rd >, (d v P U E U E� r -i (d H U H EEl Q x( W W [� r -I r I 4J N rd JJ 4-I U w E '>, E �"+ W H E� Cl) >1 h a�R: ftQa(dWno ��4 ° b a� Pizw z°Q � ° `� �H �4 v t~N m vP `�� a v� xo°�H� h OU1 4 C7 U1 (d F, -,i v v rn �i 9 J Q W fx W P; O b x y� > U 4J0o v �aJ HOOH v rd Hu O (d U OWpUU)U -W vAH 4+ri v �4 4J xx WzWw rd x �1+ 0 rd (d Ra 0 ri M 9 (d ul E-+ � P4 H R H Q TOWN OF GULF STREAM 100 SEA ROAD GULF STREAM, FLORIDA 33483 20434603040000290 GJLFSTREAM TOWN OF 100 SEA RD DELRAY BEACH FL 33483 7427 25 520 MIDDLE ROAD GULFSTREAM, FLORIDA LAND SURVEYOR O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 FAX: 561-276-2390 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 LOCATION MAP CLIENT FRITZ AND TRACY SOLDER 520 MIDDLE ROAD GULFSTREAM, FLORIDA 33483 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES, INC 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 FAX: 561-274-8558 Al APPRO E jIJL 2 8 201' -foWN OF GULFSTREAM; LANDSCAPE DAVE BODKER LANDSCAPE ARCHITECTURE 601 N. CONGRESS AVE SUITE 105-A DELRAY BEACH, FL 33445 CELL: 561-276-6311 FAX: 561-276-3869 RICHARD JONES DRAWING INDEX CODE RESEARCH CVR COVER SHEET PROPOSED PROJECT: SINGLE FAMILY -RESIDENTIAL GROUP R GOVERNING CODE: FBC 6th EDITION (2017), FFPC 6th EDITION (2017), NFPA 1 UFC FLORIDA 2015 EDITION, NFPA 101 LSC FLORIDA 2018 EDITION MEAN ROOF HEIGHT: 19'-2" TOP OF RIDGE TYPE OF CONSTRUCTION: TYPE V UNSPRINKLERED BUILDING DESIGNED: ENCLOSED WIND SPEED: 170 MPH ULTIMATE WIND SPEED EXPOSURE: C ZONING DISTRICT: GULF STREAM CORE DISTRICT PROVIDED: REQUIRED SETBACKS: FRONT SETBACK = 30'-0" FRONT SETBACK = EXIST. REAR SETBACK = 30'-0" REAR SETBACK = 32'-11 1/4" SIDE INTERIOR SETBACK = 20'-0"/39'-0" SIDE INTERIOR SETBACK = EXIST. SIDE STREET = N/A SIDE STREET = N/A S-1 SURVEY l ARCHITECTURAL r I� SP -1 SITE PLAN A-1 FLOOR PLAN A-2 ROOF PLAN A-3.1 NORTH AND SOUTH ELEVATIONS A-3.2 EAST AND WEST ELEVATIONS A-3.3 EXISTING ELEVATIONS A-4 WINDOW AND DOOR SCHEDULE LANDSCAPE IL-1 ELEVATION RENDERING L-1 EXISTING TREE PLAN L-2 PLANTING PLAN L-3 SPECIFICATIONS, DETAILS, NOTES po CIVIL I� v DESIGN PARAMETERS 1 OF CIVIL SITE IMPROVEMENTS PLAN 2 OF 4 PAVING AND DRAINAGE DETAILS 3 OF 4 PAVING AND DRAINAGE DETAILS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C O SEC. 8301.2.1.4.3 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 19'-2' TOP OF RIDGE O ASCE 7-10 CHAPTER 26 BUILDING HEIGHT O < 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) ❑ > 60 FT. (ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS ❑ PARTIALLY ENCLOSED Z ENCLOSED OPEN [-]TESTED (WIND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/OCCUPANCY, REFER TO 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-10 CHAPTER 26) 1.0 BASIC WIND VELOCITY PRESSURES :5th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE/NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE WIND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE NA PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPACITY 25DO PSF REVIEWED FOR SHEAR WALL REQUIREMENTS OYES F-1 NO (IF NO, INDICATE REASON) 4 OF 4 POLUTION PREVENTION PLAN U O a N W � Q FL IDA LICENSURE AA26001617 IB26001056 COMMISSION # 18-016 DESIGNER: RJ DRAWN BY. 1H/Gs PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 06,28.18 A.R.P.B SUBMITTAL RE%1110 % LAND SURVEYOR O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 FAX: 561-276-2390 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 LOCATION MAP CLIENT FRITZ AND TRACY SOLDER 520 MIDDLE ROAD GULFSTREAM, FLORIDA 33483 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES, INC 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 FAX: 561-274-8558 Al APPRO E jIJL 2 8 201' -foWN OF GULFSTREAM; LANDSCAPE DAVE BODKER LANDSCAPE ARCHITECTURE 601 N. CONGRESS AVE SUITE 105-A DELRAY BEACH, FL 33445 CELL: 561-276-6311 FAX: 561-276-3869 RICHARD JONES ■ ARCHITECTURE l D S.E. FIRST AVENUE SURF 10' D2LRAY BEALH,FLORIDA 33,111 r I� V 561 _9186 74 i F 561.2749196 AA -16001617 I IB26001056 WWW. RJARCHITECTURE.CO\7 ►"1 po I� v Q W Q� U O a N W � Q FL IDA LICENSURE AA26001617 IB26001056 COMMISSION # 18-016 DESIGNER: RJ DRAWN BY. 1H/Gs PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 06,28.18 A.R.P.B SUBMITTAL RE%1110 % 1 COVER SHEET H CVR 'i LEGAL DESCRIPTION RICHARD JONES ALL OF WM IS AND M A6 sHOVM ON THE PIAT OF GULF STREAM COVE RECORDED IN PIAT BOOK 24ON PAGE 185, PALM BEACH COUNTY PUBLIC RECORDS, LESS THE FOLLOWNG DESCRIBED PART OF LOT 20 AS . ■ r ,ul SHCWN ON SAID PLAT OF GULF STREAM COVE. TO WT: BEGIN AT A MINT ON THE FAST BOUNDARY LINE OF SAID LOT 20, SAD POINT BEING 22.72 FEET SOUTH OF THE NORTHEAST CORNER OF SAID LOT 21% THENCE SOUTHERLY ALONG THE WBAD HEMCEVBOUNDARY ALONG II MUTH MU OF77.28 FEET TOTHESOUTHEAST ■ P CORNER OFSADLOT 20,THENCE T CORNERALONG THESOUTHBOUNDARY OF SAID LOT 2D,ADISTANCE LOT 18, GULF 24. PAG COVE OF182,71FEETTOTHE DISTNNEBTGARNER OF LOT T E SHOWN B SNDFLAT ER GULF STREAM COVE; lu (PLAT BOOK 24, PAGE 185) THENCE NORTHERLY, A DISTANCEOF 15458 FEET TO THE MINT OF BEGINNING HEREIN DESCRIBED. It MISTING RESIDENCE ADDITIONAL SITE DATA ARCHITECTURE FLOOR. AO SITE LOCATION GULF STREAM CORE DISTRICT EXISTING 4'-0' HIGH BLACK ALUM. RAILING W PICKETS 4d HIGH BLACK ALUM. RAILING W PICKETS ARCHTTECTURA.STYLE GEORGWI _ TO MESAF TTY�C BRIER E LANDS APE FOR TO MEET CRYICOUNTYARRIER REQUIREMENTS EATS FOR 1. 10 BE.DEUL FIRST AV,MUEI FLORIDA3 102 uW BULKHEAD CAP LOT COVERAGE 8,44880.FFJ 24.088 BOFT�26% DRLRAY REACH, FIORA 334b SOUTH COVE POOLR TOLANARRIER W WNGS)PE GXTETOETYEFCLOSWLASELCAPEW CENTERLIN OF R.O.W. (REFER TO LANDSCAPE DRAWNOB) (REFER TO LANDSCAPE DRBSELF LATCHING V881.2]49iB9 P161.2]4.9196 1852101 PROPERTY E (REFER TO LANDSCAPE DRAWINGS) PEflVgU3 AREA 11,408 BO.FT. AA26001617 1826001056 GG - — GG INGNIGGING GG IMPERVIOUS AREA 12,784SG.FT. U NEW ACLU 4 I MAXIMUM SECOND FLOOR AREA WA O WWW.RJARCHITECTURECOM .(4 CONC. STEPPING STONES REFER 2P,. SETBACKS Qa TO LANDSCAPE F f. AA \ ORAWNOe� – – NSI b m SETBACKS REQUIRED PROVIDED \ O ID41' B•11N2' REART SETBACK K wl�W-0. EXISTING 711 REMAIN EXISTING CONCRETE �" REAR SETBACK 2OF EXISTING TO iro100'00' BULKHEADCAP REFER O pPNEYWY SIDE SETBACK MINIMUM OF 80%OF LOT WOTH EXI6TIN0 TO REMAIN ARIAPAVE �" PAVER SIDE STREET 2Dd EXISTING TO REMAIN EXISTING CONCRETE DOCK LANDSCAPE MAXIMUM HT. 80'70 RIDGE iB'•2' °"""MNOB . GARAAGGE LAND�SCA&PE p10° I TOWN OF GULF STREAM ~ NEW STEPS (REFER D OV`CS Q j LANDSCAPE OMWNOB) E%ISTING CON RETE \ !' , GROSS LOT AREA 245611 SO.FT. H > SULKHEADCAf \ NEWPL NTUIGAREREFERTO m EFFECTIVE LOT AREA 24,14]BO.FT. O LANDSCAPE DMWNOS CTYP. ®DECq a a 18Mf EXISTING FAR CALCULATION EXISTING DEMO NEW NET 4'd HK3H BLINK ALUM. RACING W DENOTES AREA CATCH PICKETS TOM TCTIYICAUNTY OF ADDITION ® PAVER b BASIN IST FLOOR LIVING 4,2558O.FT. 08O.FT. OSO.FT, 4,255 BO.FT. Frl REGUIREMEN. OR POOL SAFETY 1WLLKWAY �A CEILING IS NIA WA WA NIA I•+i BIER W lANO6CAPE (REFER TO b REFER TO a10 R' '$ U LA APE DMy�1L\IGSI R LANOSCAPE IOHCS 4 H ✓� 2ND FLOOR LIVING WA WA NIA NIA a M–i FY U, I IST FLOOR COVERED /8090.FT. IBI BO.FT. 1.1858O.FT. 1,iB580.FT. \ � ' (PORCHES, OVERHANGS >21IY) 4 I? 2ND FLOOR COVERED WA WA WA NIA Q \ AWNINGS >8'AND SCREEN ENCLOSURE (AT 50%) WA WA WA WA – J EXIST. TO REMNN I1 F- r – ¢ GARAGE 1,02& BO.FT. O BO.FT. O SOFT. 1.02660.FT. EXIST, \ / of Q ¢ q8, , OUT BUILDING NIA WA WA NIA PUMPTOPROPOSED POOL / ❑ FLOOR AREA REMAIN SRALLOWAREA 5A706O.FT. INSOFT. 1,18560,FF. I),"BO.FT. 0 \y+ ® a c O ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION NIA WA NIA NIA ,SA h w TOTAL GROSS FLOOR AREA CO SPECIAL SAMSO.FT. IN SO.". I.IWSO.FT. S."SOFT. I�W > EXEM PTRON) ® F ❑ a FlR6T 20,000x.]8 BS00 BO.FT. tcOO EXIST. POOL NIMPOOL ❑ OVERM,=O .20 BMao.FT, y \ RENOVATED ANDER DECK REFER W C FL D ENSURE SEP ATE PERMIT) TO LANDSCAPEIFFL TOTAL ALLOWABLE FAR PER MANUAL 7A2B SOFT. R ER TO DRAWNGS QQ LAN SCAPE �f DM HOS , ¢ TOTAL IURDBCAPE AREA 8.288 BO.FT. ,J L Rg£ S \ REQUIREDLANDSCAPE AREA "T T SIZE812Ez40%) 9.85760.Ff. I I Od EXISTING q PROV DEDLANDBOAPEOPEN II,4Di SOFT. 9 SPACE AREA (ACTUAL 47SY) "TORY CMU ® STRUCTURE ! �'y� \,, ' Y-11• AA26001 7 1 IB26001056 EXISTING RESIDENCE &41 r• 1B'd 17Yz' 8'-11Y' E SPAIN — FOOTPRINT( DER DESIGNER: COMMISSIO 18-016 h I LOT 20, GULF STREAM COVE ` EXIST, L R2 (PLAT 800K 24, PAGE IM FOOTPRINT( PERM DRAWN BY: 7fUGM7 PAVER ORNENMY ��� PIAN REVIEW'. A7 REFER TO m q N LANDSCAPE DVM. I �° SUBMITTALS: 3GA�4 Q�� APPROVED ET GULF STREAM Is IS See• SUBMSUBM ITTAL I I Q ONuETA"N\ - - - JUL8 2018 DRAW ® NDS a I, MVER EA�EXISTWG EXIST. ELEC. METER AND A Q REFER OUTDOOR MAIN DISCONNECT M1 ' LANDSCAPE HOWER DRAWINGS \ L.P. REVISIONS: NEW f+00� 2 - IFAUIP. !W o� 4'd HIGH BLACK ALUM. RAGING W PICKETS \ O TO MEET CIT'ICOUNTY REOUIREMENTS FOR POOL SAFETY BARRIER W LANDSCAPE W ARC•81.71' , GATE TO BE SELF CLOSING B SELF LATCHING \G.V. (REFER TO LANDSCAPE DRAWNG6) / �_ 1 LP. CMM' PROPERTY UNE -- — EXISTING OVERHEAD UTILITY LINES h i EXISTING UTILITY POLE Z POLO DRIVE PAVED SITE PLAN H Proposed Site Plan Plan /�jj''v SP-1 - Scale: t'=10' W' i EXISTING CONCRETE BULKHEAD CAP OSE ENOUGF7 TO PROHIBIT INE PASSAGE OF A 4" SPHERE (TYPICAL) SOUTH COVE I GATES TO BE SELF-CLOSING AND SELF -LATCHING (TYPICAL) PROPOSED DOCK 155 00' A3'd ° P8 '00 i P0" EXISTING CONCRETE I ♦ I BULKHEAD I I ♦ �� WET BAR m� I I ♦ � I I o moo. LOGGIA I I ♦ �" o00 I I � I♦ � � �/� NEW SHALLOW O I — I I'I p EXISTING POOL I O TO REMAIN LL i � ♦ I LOGGIA I w l 9A�9n o f I `a I �s�♦ I o ` n BE I CREATEDWITHIN — EXISTING POOL I I ♦ o I I ♦ a I I EXISTING OUTDOOR SHOWER I I GI I I ♦ EOUI9PHENT - I I I I CLOSE ENOUGH TO PROHIBIPICKEM T THE PASSAGE OF A 4" SPHERE (TYPIGATECAL) SELF- SELF- TO BE SELF-CLOSING AND LATCHING (TYPICAL) GATE -PICKETS SPACED CLOSE ENOUGH TO PROHIBIT THE PASSAGE OF A 4" SPHERE (TYPICAL) GATES TO BE SELF-CLOSING AND SELF -LATCHING (TYPICAL) EXISTING GARAGE op'. EXISTING 1 -STORY CMU STRUCTURE -----— 94.95 PROPERtt LINENE -GATE -PICKETS SPACED CLOSE ENOUGH TO PROHIBIT THE PASSAGE OF A 4" SPHERE (TYPICAL) GATES TO BE SELF-CLOSING AND SELF -LATCHING !TYPICAL) St - - PAVED 2 I K T.P. L.P TR P. Q O G VJ . 0 EXISTING OVERHEAD UTILITv LINES EXISTING UTILITY POLE POLO DRIVE EXISTING TREE LIST a Clwla rosea/Clusle Tree 20' M. x B' 6pr, H• cat B Per6ea amerlcana/Avocado Tree W M. x I6' 6pr, 5° cal. C Babel pe wetto/Sabal Paw 0' OA. M. (poor condlllen) D Sabal pe Watto/Babal Paw S. oe. M. (poor candltlen) E Sabal palmetto/Sabal Palm e' on. M. (poor c-dllvor) F cabal palmetto/Bebal Pew IS'— M. (poor condltlon) remove G Rayetonea ragla/Royal Pew 35' oa. hL emeve H Phoenlx sylvestN./Sylvester Paw IB OA. M, B' A. reloUle occo I Cloba—r-a/Sea Gee ape Tr 20' M. x 20' .pr, 2 tnrks, I6' cel. ea. e J ifrllax radlele/iFrlrax Pelm 29' oa. M. e K Ttrinen redleta/R'rinez Pelm 79' oa. ht eve L Ttr— radlata/RTIra. Palm 29' oa. M. M Besucerroa recvvata/Porytall Pew 20' oa. M, 30• cal. N Dyp.l. luteecene/Area Pew I6' oa. ht x 10' sPr. O Dypsl. lutee—/.4— Pew 16' oe. M. x 10' 6pr. P Opal[. lutescens/Areca Pew 20' oa. hL x 20'.pr. Q Dya.ls Iutescerl./Nece Pew W oa. M. z I0' epr. RCocooloba uv[feralSaa Grape Tree 25' hI. multi -truck 0 Royetonee regla/F"al Palm 60' A. M. TCoctolobe di—Ifolla/Plgeon PVen 25' M, —Itl-trek U C— ocos —1./Coconut Pew 90' ea. hL v, Coocolaba uvllere/Sea Grape Tree 20• M, molt[ -trek W Coccoloba YVIFare/SaA Grope Tree 20' M„ nu141-Vvk X Coccolabe uvl/ara/See Grope Tree 20' M„ 6MItl-lurk T C,xcoloba uvlfW:/-- Gape Tru 20' M„ nultl-tvk Z Cocooloba uvl,- s'e. Grape Tree 20' M„ cult[ -trek AA Cocos ruc[Ima/Coconut Paw 40' ea. M. AB Dyp.l. lutescans/Noce Pew 20' oa. M. AC Llgue4�an JeponlamADex-Leer Rivet 16' hL x 25' pr, cult[-enric AD 8...I palmstto/Sabal Pew 70' oa. M. rmnove LEG3=ND EXISTING TREES TO BE REMOVED 1 / + I EX15TMG TREES TO REMAIN I- I EXISTMG PALMS TO REMAIN EXISTING TREES TO BE RELOCATED NEIB LOCATION OF RELOCATED TREES OPROPOSED PALH9 OPROPOSED iREE9 project: louder residence Uof EtX01uv/UWN CSP GUL- STREAM, 601 n. congress ave., suite 105-a del ray beach, fl orida 33445 561-276-6311 #LA0000999 sheet title: exisiting tree plan project number: 4118 date: 6-2e-18 scale: 1'• - To. drawn by: St revisions: �.t P o 1i �tfpp sheet: NORTH 0 1 of 3 sheets �q 1 122'-8' O.A. Gathering Area DENOTES AREA 31'-0" x 20'-0" OF ADDITION - U.C. FULL HEIGHT IIT REF MASONRY WALL \_- - F - WALL MOUNTED 31SINK. T.V. ABOVE BAR 10' Wide Covered a a °1 Loggia 0 0� - BBD s P T - SEP -F1-- - - 0 0 Breezeway _- 31•-0" x FT - H --- - HORIZ SLIDER y 2 W/COUNTER --- U.C. REF Ir Master Sunroom --� -- "�' Office m- - pl ,3•-0, DW. 35' -0•x - - _ U�y _ �' � BATH 15'-11'x13'-11SINK' - -LBedroom DBL SINK _ 16'-0"x17'-0" W/DISP. NEW _Kitchen STAIR --- r - _ BAR 15'-0'.% 14'-9' - _ Master --- -. -! I. � NOTE: SEE CAB. O - I SHOWER m TUB �— - SHOP DWGS FOR --.._ CAB. DIMENSIONS --- Bath �- - -- �I STEP STEP ----- - - P GAS RANGE L w/HOOD ABV. STE � I I Laundry - - 11 _W Ili 12 T. 13•-0" --- W.I.C. LINEN N III F — ,9-0.1,23"%12'-2' Living Room LINEN 23'-8"x21'5' O Garage DRYER WASHG Bedroom 25'-8'x22•-2" - - - - -- - - " _ -- LINEN L.T. - ,5•_0•x,2.-0. - ,� POWDER ROOM BATH _ _ f DBL. SIDE- �' - -J - _ RB.S _II'• - - F.P. _- BATH —== - CLOSET � O I O I I _SHOWER - SHOWER - BedroomSunroom Entry - W_I.C. BATH 16'-0" x 14'-0" I 22'-10" x 18'3" 8'-10" x 18'4' I JJ Bedroom O O O \w l O 1 Open Air Loggia - ED. ED. O O NEW NEW 24" NEW MASONRY HIGH STAIR PIER RAILING Floor Plan SCOPE OF WORK: 1.) ENTIRE INTERIOR OF HOUSE TO BE RENOVATED INCLUDING DETACHED GUEST HOUSE. 2.) REMOVE ROOF OVER EXISTING SUNROOM INCLUDING COVERED WALKWAY. 3.) RAISE BEAM AT SUNROOM AND ADD NEW COVERED LOGGIA AND GATHERING AREA (ON PILINGS). 4.) NEW INTERIOR LAYOUT INCLUDING ALL NEW ELECTRICAL, HVAC, PLUMBING, DOORS, BATHROOMS, KITCHEN, ETC. 5.) ALL NEW IMPACT WINDOWS & DOORS, INCLUDING LOCATION CHANGES. 3 WINDOWS / DOORS AT FRONT ENTRY TO REMAIN. 6.) REVISED FRONT LOGGIA AREA WITH NEW PIERS AND RAILING. 7.)ALL NEW DRIVEWAY, POOL DECKS, WALKWAYS, LANDSCAPE, ETC. 8.) POOL TO BE MODIFIED WITH NEW SPA AND SUNSHELF. O EXIST. ACCU JUL 2 8 NIB r_►ILF STP.EAW', ~_ K" a' - P N � Scale: 3/16"=1'-0" Roof Plan Scale: 3116'=V -0 - APPROVED SET JUL 2 8 2018 TOWN Of GULF STREAM, F;, RICHARD JONES _ ■■ W ARCHITECTURE S.E. FIRST AVEFLSUFFE 103 DEL—BEACH, FLO. RIDA 33444 V 561.2749186 I F 561 174.9196 AA26001617 I IB26001056 W W W.RJARCHrrECTURE.COM ' I ^ Q OO� O �I �4 U Q W o� N W v� Q 1I_()R11)1 LICF_NSURI a l C"" w AA26001617 I I B'_6001056 COMMISSION'k I8-016 DESIGNER: RJ DRAWN BY: JWGO PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 06.28.18 A. R. P.B SUBMITTAL REVISIONS. U ROOF PLAN H A-2 EAVE HEIGHT V ELEV: 10'-9' (EAVE HEIGHT #4) I. EAVE HEIGHT ELEV: 7'-2' (EAVE HEIGHT#1) h T.O. FIN. FLR. SLA Y' ELEV: 0'6' North Elevation TOTAL NORTH ELEVATION AREA 1,078 S.F. Scale: 3/16"=1'-O" WALL AREA 847 S.F. (78.6%) WINDOW AREA 231 S.F. (21.4%) _ OJ L � J !Z - E: v OC -117 OC -117 OC -65 South Elevation ROOF FEATURE EL 19'-7' TOP OF RIDGE ELEV: 19'-2" EAVE HEIGHT 0ELEV: 10'-9' (,AVE HEIGHT #4) EAVE HEIGHT (l ELEV: 7'-2" (EAVE HEIGHT#1) .O. FIN. ELF. SLAB ELS ()MFT) SET 3U� 201 OP y C.tli1� H ROOF FEATUR'� 'j=. '-' ELEV: TOPOF RIDGE iy ELEV: 19'-2" EAVE HEIGHT ELEV: 8'-10" (EAVE HEIGHT#3) EAVE HEIGHT h ELEV: 8'-0' (EAVE HEIGHT#2) .O. FIN. FLR. SLAB h ELEV: 0'-0"� TOTAL SOUTH ELEVATION AREA 1,084 S.F. Scale: 3/16"=V-0" ' WALL AREA 674 S.F.(62.2%) - £ WINDOW AREA 410 S.F. (37.8%) BUILDING COLORS ELEVATION NOTES HOUSE AND WINDOW FRAMES - BENJAMIN MOORE SIMPLY WHITE OC -117 a EAGLE BRAND FLAT CEMENT ROOF TILE -4503 SIERRA MADRE L EXISTING BAND AT WINDOW SILL FRONT DOOR -BENJAMIN MOORE BACHELOR BLUE 1629 V 561,274.9186 1 F 561.274.9196 AA26001617 I IB26001 T156 W W W.RIARCHITECTURE.COM SMOOTH STUCCO FINISH i M 12"x12' MASONRY COLUMN WITH SMOOTH STUCCO FINISH SHUTTER -BENJAMIN MOORE BACHELOR BLUE 1629 AA26001617 26001056 EXISTING SMOOTH STUCCO FINISH QUOINS L�] 12' SMOOTH STUCCO FRIEZE 1"PROUD GARAGE DOOR AND OTHER DOORS - BENJAMIN MOORE CHANTILLY LACE OC -65 a EXISTING CHIMNEY L-1 DECORATIVE FINIAL QUOINS- BENJAMIN MOORE CHANTILLY LACE OC -65 FLUSH PANEL OVERHEAD METAL DOOR WITH APPLIED AZEK TRIM © 2' OVER 2' SMOOTH STUCCO BANDING EACH 1PROUD RAILING - BENJAMIN MOORE CHANTILLY LACE OC -65 F ELECTRIC LIGHT FIXTURE [:R] 12' HIGH SMOOTH STUCCO BASE 1- PROUD CORNICE - BENJAMIN MOORE CHANTILLY LACE OC -65 LG DECORATIVE ALUMINUM LOWERED SHUTTER BY SOUTH FLORIDA ALUMINUM OR EQUAL S] WET BAR / BARBECUE SOFFIT- BENJAMIN MOORE CHANTILLY LACE OC -65 I E 24' HIGH DECORATIVE ALUMINUM RAILING BY SOUTH FLORIDA ALUMINUM OR EQUAL T❑ EXISTING FRIEZE BANDING - BENJAMIN MOORE CHANTILLY LACE OC -65 I LJ] DECORATIVE 16'x16" MASONRY PIER WITH SMOOTH STUCCO FINISH ED PAINTED CLEAR CYPRESS #1 OUTLOOKER ROOF - EAGLE BRAND FLAT CEMENT ROOF TILE -4503 SIERRA MADRE I I K 1 1 1/2' SMOOTH STUCCO BULLNOSE BANDING RICHARD JONES c. ARCHITECTURE l S.E. FIRST AVENUE SUITE 102 D ELRAY BEACH, FLORIDA 314M L = V 561,274.9186 1 F 561.274.9196 AA26001617 I IB26001 T156 W W W.RIARCHITECTURE.COM =_ AA26001617 26001056 _ -�- COMMISSION # I8-016 DESIGNER: RJ DRAWN BY: JH/G0 O PLAN REVIEW: RJ - W SUBMITTALS: GULF STREAM 06.28,1 U SUBMITTAL /� H -i W Q� U N W FL IDA LICF.NSURI c. C" AA26001617 26001056 _ -�- COMMISSION # I8-016 DESIGNER: RJ DRAWN BY: JH/G0 PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 06.28,1 SUBMITTAL ' 1 REVISIONS. PROPOSED NORTH & U SOUTH ELEVATIONS I..i A-3.1 _ ROOFFEATURE h 19'-7' Y TOP OF RIDGE 2 ELEV: 79'-2' 12�EX16TING A h EAVE HEIGHT - EAVE GHT 4 ELEV. 1 ._B ELEV: 1HEI0'-9" 0 (EAVE HEIGHT (EAVE HEIGHT #4], EAVE HEIGHT h ELEV: 8'-0' �i �❑❑❑��� LEJ (EAVE HEIGHT *11 L::] ❑CL 1 ❑G'I Xo [- I� C El n - �- p -i _ �7 ILS ILS � _ h TWIS FLR. SLAB [ll ! — T.O. FIN. FLR. SLAB h V ELEV: 0'-0' ,J r--� ELEV: East Elevation TOTAL EAST ELEVATION AREA 552 S.F. Scale: 3/16"=V-0" WALL AREA 496 WINDOW AREA 56 S.F. (8 ) (10A %) ?jp 'ovFT) SET 1& 2201 -reWN � GULF h ROOF FEATURE 4 ELEV: 19'7' ---- ------ _ ---- - -- - - - /// -_ _ _- - - - - TOP OF RIDGE A " 12 ELEV: 19'-24 Q5 12 �-�VE HEIGHT ) EAVE HEIGHT #4 h EAVE HEIGHT - r---�® "--__. _ � --_.. _._ _ _.. _ __ N (EA 4 ELEV: 6' EAVE HEIG AVHT (EAVE HEIGHT #2) ---- -- - _ - - - - -- ---- - - ELEV: 7'-2" T ❑I� J ��j¶�'��� Q (EE HEIGHT#1) L h T.O. F".'; FLR. SLAB V ELEV: -0' B C S B EXISTING RESIDENCE PROPOSED ONE-STORY ADDITION West Elevation TOTAL W EST ELEVATION AREA 496 S.F. Scale: 3/16"=1' -0' - WALL AREA 465 S.F. (93.7%) WINDOW AREA 31 S.F. (6.324) BUILDING COLORS ELEVATION NOTES HOUSE AND WINDOW FRAMES- BENJAMIN MOORE SIMPLY WHITE OC -117 a EAGLE BRAND FLAT CEMENT ROOF TILE- 4503 SIERRA MADRE J EXISTING BAND AT WINDOW SILL FRONT DOOR - BENJAMIN MOORE BACHELOR BLUE 1629 �B SMOOTH STUCCO FINISH EM] MASONRY COLUMN WITH SMOOTH STUCCO FINISH SHUTTER - BENJAMIN MOORE BACHELOR BLUE 1629 © EXISTING SMOOTH STUCCO FINISH QUOINS 'x 12' SMOOTH STUCCO FRIEZE 1- PROUD GARAGE DOOR AND OTHER DOORS- BENJAMIN MOORE CHANTILLY LACE OC -65 C]� EXISTING CHIMNEY Pl, DECORATIVE FINIAL QUOINS - BENJAMIN MOORE CHANTILLY LACE OC -65 E` JI FLUSH PANEL OVERHEAD METAL DOOR WITH APPLIED AZEK TRIM O] 2" OVER 2- SMOOTH STUCCO BANDING EACH V PROUD RAILING - BENJAMIN MOORE CHANTILLY LACE OC -65 F] ELECTRIC LIGHT FIXTURE [R] 12' HIGH SMOOTH STUCCO BASE 1- PROUD CORNICE - BENJAMIN MOORE CHANTILLY LACE OC -65 © DECORATIVE ALUMINUM LOUVERED SHUTTER BY SOUTH FLORIDA ALUMINUM OR EQUAL [S] WET BAR / BARBECUE SOFFIT- BENJAMIN MOORE CHANTILLY LACE OC -65 H 24' HIGH DECORATIVE ALUMINUM RAILING BY SOUTH FLORIDA ALUMINUM OR EQUAL [T] EXISTING FRIEZE BANDING - BENJAMIN MOORE CHANTILLY LACE OC -65 L' DECORATIVE 16'x16' MASONRY PIER WITH SMOOTH STUCCO FINISH U PAINTED CLEAR CYPRESS #1 OUTLOOKER ROOF -EAGLE BRAND FLAT CEMENT ROOF TILE -4503 SIERRA MADRE K 1 12' SMOOTH STUCCO BULLNOSE BANDING RICIIARD.IOhES ME ME ARCHITECTURE S.E. FIRST AVE: TIE SUITE 101 D ELRAY BEACH, FLORIDA 33441 L I`^, V 561 274:9186 F 561 274 9196 AA26001617 1 I D 26001056 WWW.RJARCHITECTURECOM W O -a U Q W Q� N W FL O IDA LICENSURT AA26001617 13?6001056 COMMISSION # 18-016 DESIGNER: RI DRAWN BY: JH/G51 PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 06.38.18 A.R.P.B SUBMITTAL REVISIONS. r 1 V PROPOSED EAST & WEST ELEVATIONS A-3.2 Existing North Elevation Scale: 3/16"=1'-0" f Existina West Elevation Existing South Elevation Scale: 3/16"=1'-0" _ ROOF FEATURE h EL�EV. Existing East Elevation Scale: 3/16"=1'-0" EAVE HEIGHT h EI�EV: 70'-9" T.O. FIN. ELEV: 0'-0" Y PpRVED JUL GLILF STEAM. RICHARDJONES ARCHITECTURE 10 s _RAY FIRST ACH. FLORIDANUESUITE 1044 7Li RAY BEACH. FLO3344 V 56 1274.9186 I F 561 274.9196 AA26001617I IB26001056 WW WRJARCHITECTORF COM 1/1 V ^ Q I� Q 0/ 0 H W �m U o� N � Jn W Q F� w FLORIDA LICENSURE k � AA_'600I617 26001056 COMMISSION k IS -016 DESIGNER: R1 DRAWN BY: JH/GsJ PLAN REVIEW: Rl SUBMITTALS: GULF STREAM 06.29,19 A.R.P.B SUBMITTAL RFVISIO\1'. EXISTING ELEVATIONS H A-3.3 WINDOW TYPES: FRAME COLOR ROUGH OPENING REMARKS BM SIMPLY WHITE OC -117 PER MANGE. SPECS (2) UNIT ASSEMBLY SM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 (3) LOWER F.G. UNITS W/ (1) ELIPTICAL F.G. TRANSOM UNIT ABV. - ONE ASSEMBLY BM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 - BM SIMPLY WHITE OC -117 HORIZONTAL ROLLER @KITCHEN BM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 (2) UNIT ASSEMBLY SM SIMPLY WHITE OG717 BM SIMPLY WHITE OC -117 3'-3' IE -'— SINGLE HUNG SINGLE HUNG FIXED FIXED SINGLE O EQ. ED. 1_J�JL_11 �� ii I q WINDOW SCHEDULE SINGLE HUNG O WINDOW SIZE WIDTH HEIGHT WINDOW TYPE FRAME - A PR. 3'-3' 5'-5 1/2" SINGLE HUNG MTL. O B 3'-3' S'-51/2- SINGLE HUNG MTL C 7'-0" 9'-1" FIXED MTL. D 2'-6' 2'-0' FIXED MTL E 3'-0' 4'-2" SINGLE HUNG MTL. F 2'-6' 4'-2' SINGLE HUNG MTL. 07. USE LOWERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. G 5'-0" T-2" HORIZ. ROLLER MTL. Ll� H 2'-0' 2'-0' FIXED MTL. J PR. T-0" 5'-0' SINGLE HUNG MTL. K L 3'-0' 2'-0" 5'-1 1/2' 5'4' 1 SINGLE HUNG SINGLE HUNG MTL. MTL. WINDOW TYPES: FRAME COLOR ROUGH OPENING REMARKS BM SIMPLY WHITE OC -117 PER MANGE. SPECS (2) UNIT ASSEMBLY SM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 (3) LOWER F.G. UNITS W/ (1) ELIPTICAL F.G. TRANSOM UNIT ABV. - ONE ASSEMBLY BM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 - BM SIMPLY WHITE OC -117 HORIZONTAL ROLLER @KITCHEN BM SIMPLY WHITE OC -117 BM SIMPLY WHITE OC -117 (2) UNIT ASSEMBLY SM SIMPLY WHITE OG717 BM SIMPLY WHITE OC -117 3'-3' IE -'— SINGLE HUNG SINGLE HUNG FIXED FIXED SINGLE O EQ. ED. 1_J�JL_11 �� ii I q DOOR SCHEDULE: O DOORS FRAMES DOOR SIZE RICIIARDJONF.S ■ E ■ ARCHITECTURE 10 S.E. F 14' DELAY BF -H, LO 1144!_ V 561.274.9186 1 F 56L274919b AA26001617 I IB26001056 W W W.RIARCHEFECTURE.CO. SINGLE HUNG HORIZONTAL ROLLER FIXED SINGLE HUNG SINGLE HUNG SINGLE HUNG x 6'-8"H FIXED GLASS SIDELITES - ONE ASSEMBLY (SEE ELEVATION) kSS DOOR (OODaO) O O O O O O O O 03. COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING). PROVIDE ENGINEERED SHOP DRAWINGS AND MIAMI METRO-DADE PRODUCT APPROVAL NOTICES FOR ALL GLAZING FOR ARCHITECT'S REVIEW AND APPROVAL PRIOT TO FABRICATION. a DOOR SCHEDULE: O DOORS FRAMES DOOR SIZE NOTES: RICIIARDJONF.S ■ E ■ ARCHITECTURE 10 S.E. F 14' DELAY BF -H, LO 1144!_ V 561.274.9186 1 F 56L274919b AA26001617 I IB26001056 W W W.RIARCHEFECTURE.CO. 4 Ir , u I`^, Oi. FIELD VERIFY ALL MASONRY OPENINGS PRIOR TO FABRICATION. ANSOM ABV. & PAIR 1'-8"W x 7'-5" F.G. SIDELITES -ONE ASSEMBLY (SEE ELEVATION) x 6'-8"H FIXED GLASS SIDELITES - ONE ASSEMBLY (SEE ELEVATION) kSS DOOR (OODaO) W/ APPLIED AZEK TRIM(PAINTED) Q! FLORIDA ENERGY CALCULATIONS). O O 03. COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING). PROVIDE ENGINEERED SHOP DRAWINGS AND MIAMI METRO-DADE PRODUCT APPROVAL NOTICES FOR ALL GLAZING FOR ARCHITECT'S REVIEW AND APPROVAL PRIOT TO FABRICATION. a 04. ALL WINDOWS NOTED AS EGRESS WINDOWS SHALL COMPLY WITH FBC. SILL HEIGHT SHALL NOT EXCEED 44' ABOVE FINISH FLOOR. MINIMUM OPENING HEIGHT SHALL BE 24" AND MINIMUM OPENING WIDTH SHALL BE 20". MINIMUM w NOTES: ¢ Oi. FIELD VERIFY ALL MASONRY OPENINGS PRIOR TO FABRICATION. u 02. ALL EXTERIOR GLAZING UNITS SHALL COMPLY WITH FBC IMPACT RESISTANTANCE AND WIND LOAD REQUIREMENTS AHD SHALL HAVE FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH Q! FLORIDA ENERGY CALCULATIONS). O O 03. COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING). PROVIDE ENGINEERED SHOP DRAWINGS AND MIAMI METRO-DADE PRODUCT APPROVAL NOTICES FOR ALL GLAZING FOR ARCHITECT'S REVIEW AND APPROVAL PRIOT TO FABRICATION. a 04. ALL WINDOWS NOTED AS EGRESS WINDOWS SHALL COMPLY WITH FBC. SILL HEIGHT SHALL NOT EXCEED 44' ABOVE FINISH FLOOR. MINIMUM OPENING HEIGHT SHALL BE 24" AND MINIMUM OPENING WIDTH SHALL BE 20". MINIMUM w CLEAR OPEN AREA SHALL BE 5.7 SQ. FT. (5.0 SQ. FT. AT 1 ST FLOOR). W 05. ALL MUNTINS TO BE 1.5' WIDE RAISED TYPE ON BOTH INSIDE AND OUTSIDE OF WINDOW. 06. APPLY SHERWIN WILLIAMS SHER-CRETE FLEXIBLE CONCRETE WATER PROOF (TEXTURED AS SERIES) AT EXTERIOR PERIMETER OF ALL MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF MASONRY OPENING U.N.O. U 07. USE LOWERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. ¢ OB. ALL GLASS TO BE TINTED -FINAL TINT COLOR SELECTION TO BE DETERMINED BY OWNER/ G.C. 09. REFER TO ELEVATIONS AND SECTIONS FOR OPERABLE WINDOW SWING ORIENTATION, Ll� DOOR TYPES: (AS VIEWED FROM EXTERIOR) O i 3 _0 O EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL :L a I� Ln W q CL ORIDA 11('L X11 RL u J �� G - Ut NIP t. /W AA26001617 1 ;001056 ��j'p� �COMMISSION # IS -016 -- R- DRAWN BY: JW' 4 G J Q�DESIGNER PLAN REVIEW: RI �7 SUBMITTALS: GULF STREAM 06.28.1 A.IL 13 SUBMITTAL O REVISIONS. DOOR AND WINDOW SCHEDULE ml T EXISTINGCONCRETEO K E� I " I /, Ty' k REMOVED & REP ACED WI Y/ '3r �� o I 475 N u CIN FILL i I s T Go 1.. ........ e / r GARAGE ; 5.48LOC_ ANI �s z urii�.E �0 5.89 r� m 5'�- I 0 5.00 p� 575 .00 i v I 12" WIDE H w� N ti 16.22 + i i.COLLARE j LEGEND: vA -�-- 6.58 5.70 I ® PROPERTY LINE ~ ALUM. RAILING D ! m U) 6.00 MggTCH EXIST SECTIO 1 ENTIFIER V 1 _ E J = 34.1 �O� z I PLAN PAGE N D DETAIL PAGE j� 1 I 6 15 ��ATE 1 0 0 PLUG Ei(IST L6 •'14\ _ \ j i 6 4 WATER SVC 16.5 PROPOSED ELEVA110N E. I I I I NOTE: SEE LANDSCAPE PLANS FOR BRICK PAVER I \ LOT 18, GULF STREAM COVE m + \ EXIST. PUMP To I ` \ \REMAIN I I I � \ I u I (PLAT BOOK 24, PAGE 185) o ' (PLANS I I --- --- FOR HARDSCAPE N (MATERIALS & IONS]*\ ea t - - - ` � 4 J EXISTING RESIDENCE 5 >o o, o N zr 8� a tim m a UR N 1D FLOOR +6.80 WATER QUALITY VOLUME: BASED ON F.A.C. CHAPTER 62-302 8 SFWMO BASIS OF REVIEW 1 SHOOUTWER O C -1 +5.4 n $ "di. RETAINING WALL AS NEEDED RETAINING WALL AS NEEDE RETAINING WALL AS NEEDED I� O I • �' "^ t BY OTHERS. PROVIDE 4" MIN BY OTHERS. PROVIDE 4" M N BY OTHERS. PROVIDE 4" MIN I I m - - 2^y . 5 00 I FREEBOARD TOP EL 5.50 uEr IET;OE FREEBOARD TOP EL 5.5 FREEBOARD TOP EL = 5.50 WATER QUALITY SITE AREA 17127sf (idolSie-waw e.laee.rode) \ �/ 3 I I I �j P l.T-,' -------- ----- -- -------- --------- ----------_-_----- I > m 4.75 + 1 N . py. m $s Ll . % WATER QUALITY 269% au e (Npery /WO. Si Area) ' ----- ALUM. RAILING --- ----------s. U j REQUIRED STORAGE VOLUME: WET DETENTION VOLUME= 1" OVER TOTAL SITE AREA OR 2.5' OVER � � p . o! COMPUTE 1" OVER TO SITE EA: TOTAL S AREA: Nola-;AYS'.. .... �..f idllY! fii!rtr �A� �Yalr- aa�saa 9� + 6" PVC®1.07 WITH POP-UP �- 5.25 I 4_75 o. �COMPUTE 2.5"OVER %IMPERVIOUSEA: 25h-027-24358 = 1364 EMITTER z- - - - - - `�' ;- odcREr / � I , , EXI T ASPHAL / Ty,"5 CAP D AN BASE MATERIAL TO E T EXISTINGCONCRETEO K E� I " I /, Ty' k REMOVED & REP ACED WI Y/ '3r �� o I 475 N u CIN FILL i I s T Go 1.. ........ e / r GARAGE ; 5.48LOC_ ANI �s z urii�.E �0 5.89 r� m 5'�- I 0 5.00 p� 575 .00 i v I 12" WIDE H w� N ti 16.22 + i i.COLLARE j LEGEND: vA -�-- 6.58 5.70 I ® PROPERTY LINE ~ ALUM. RAILING D ! m U) 6.00 MggTCH EXIST SECTIO 1 ENTIFIER V 1 _ E J = 34.1 �O� z I PLAN PAGE N D DETAIL PAGE j� 1 I 6 15 ��ATE 1 0 0 PLUG Ei(IST L6 •'14\ _ \ j i 6 4 WATER SVC 16.5 PROPOSED ELEVA110N E. I I I I NOTE: SEE LANDSCAPE PLANS FOR BRICK PAVER I \ I m + \ EXIST. PUMP To I ` \ \REMAIN I �A� I � \ I u I \ o ' (PLANS NOTE: SEE LANDSCAPE \ m FOR HARDSCAPE N (MATERIALS & IONS]*\ ea t - - - ` � 4 J EMITTER 5 >o o, o I i zr 8� a tim m a UR N 1D '� WATER QUALITY VOLUME: BASED ON F.A.C. CHAPTER 62-302 8 SFWMO BASIS OF REVIEW �0 I I I I I I I I I I I I I I I I Z I I I I r o + s AT MAI. 0 6:30 I LO'Clc 4. ;� UT-INNEW 1.5" '�-^- DIRECTION OF FLOW Z 6.48 6.42 \ 3 t 1 SERVICE LINE AND Al EXISTING ELEVATION I I 5.00 RELOCATE EXISTING k F ALJ, r METER IS SHOWN DENOTES AREA OF PROPOSED / * ! ASPHALT PAVING 6.52 NEW POOL I ate. 6.30 3 1 DENOTES AREA OF PROPOSED BRICK SHALLOW AREA - PAVERS SEE DETAIL SHEET 2 -SEE LANDSCAPE PLANS FOR PATTERN + DENOTES AREA OF PROPOSED POOL DECK BY OTHERS -SEE LANDSCAPE I '� .ZJ PLANS FOR SPECIFICATIONS + 6.5 I 6 52 � O � 15.45 5.10 � :.,, O EXIST. POOL D 645 I D DENOTES AREA OF EXISTING PAVEMENT RENOVATED rr ��o I. O AND BASE TO BE REMOVED & REFER TO r ED - LANDSCAPE D \\ oNDSCAP-NGS �m z, or ,... I I REPLACED WITH CLEAN FILL \ of -� m •� PROPOSED WATER METER o m + I LOGGIA SUN ROOM O I T MATCH ?N DO EXISTING GATE VALVE \ EXIST PO°EL +� }I DD c 5.50 = tOL -TINGEXIS 6,6 C 1-STORYCMU � `1✓_ 6.42 g STRUCTURE m 5.503 . EXI T ASPHAL �nAND BASE N�'J MATERIAL TO E ser tN 1 6.52 { RE!�OVED ,A m ! II p SEo �H L`I i RE ACED WITH a� �. \ �\ epOvO�S��OL A` {{ 111 5.00 • i (. CLE N FILL Fa,,..- \ 4.75 I ) M TCH EXIST! JUL 00" L1 6 30 EL = 34.4 1 cf NOTE: SEE LANDSCAPE PLANS FOR BRICK PAVER I� + m + PATTERNS 4.60 _ DRAINAGE CALCULATIONS \ , 6"WIPVC ®1.07 TH POP I`v1I - - - ` �.. Souder Residence -520 Middle Read -Job #18075 EMITTER EXISTING ✓, _ '�' E f' ��� _ '� WATER QUALITY VOLUME: BASED ON F.A.C. CHAPTER 62-302 8 SFWMO BASIS OF REVIEW SHOOUTWER GIVEN: TOTAL SME AREA 2435e,f t EXISTING LIFT kn ROOF AREA 70V, at \ - - - - STATION TO REMAIN 5 00 I _ I WgTER SURFACE AREA 225 5f WATER QUALITY SITE AREA 17127sf (idolSie-waw e.laee.rode) \ �/ 3 I I I WATER QUALITY IMPERVIOUS AREA 4603sf (W.O-ARa-ibrruue) P 1 ^� , WATER QUALMY PERVIOUS AREA 127491f (WO.Sse Aree-trpery 1 \ 4.75 \, I > m 4.75 + 1 N . py. m $s Ll . % WATER QUALITY 269% au e (Npery /WO. Si Area) ' ----- ALUM. RAILING --- ----------s. U j REQUIRED STORAGE VOLUME: WET DETENTION VOLUME= 1" OVER TOTAL SITE AREA OR 2.5' OVER � � IMPERVIOUS AREA (IF SITE IS OVER 40% IMPERVIOUS, USE 2.5" OVER IMPERVIOUS) . i COMPUTE 1" OVER TO SITE EA: TOTAL S AREA: Nola-;AYS'.. .... �..f idllY! fii!rtr �A� �Yalr- aa�saa ) - 1in•24358 c} (THIS METHOD CONTROLS) ARAA �4.yJ ,H- F.. 0u V, �COMPUTE 2.5"OVER %IMPERVIOUSEA: 25h-027-24358 = 1364 ----- _-- --- -- 8 -+4.9]+469 _ PERS MDSWERP APPLCANTS HANDBOOK VOLUME II, 4.21 I PROVIDE 50% STORAGE FOR RETENTION WATER QUALITY VOLUME • 2030 0.5 = 1015 cf VOLUME PROVIDE. 111 Cf +S.S9 - - +5.23 _ 5.06 _+5 es _ _ _ POLO DRIVE - �F NOTE: Permeable pa,am treated as 50% peldous area _ _ VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Permeable pater wlume = 2,785sf • 40% wld • 12- depth +�; - SCALE: 1" = 10' ® CALL 48 HOURS BEFORE YOU DIG. -s 111111 o 10 20 IT'S THE LAW5 15 {� 1-800-432-4770 l0 COPYRIGHT 2018 BY EN"RODESIGN ASSOOATES. INC. Know what's below. THIS DRAWING IS PROMDED FOR INFORMA ZONAL PURPOSES ONLY, C811 beforeOU dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. UNLESS SIGNED AND SEALED BY A REGiST M PROFESSIONAL y g ENGINEER REPRESENTING ENMRODESGN ASSOCIATES, INC. E_ Q f ^ C) ,I0 V 1 I�yQ�•,� - W w� AE a C\2 Lj LO CJ V] - F Q N E am a YI 0 d2;, r C 0 a) E" D�a zom O UO it W TF >Nm ,'}�-, ¢O LLQ C) C, xa�o %v Fin W w I ua - . a nN �dN Ww Na W DRAWN: H.A.B. CHECKED: J.A.P. DATE: 7/05/18 JOB NO. _ 18075 -ENG If SHEET NO. 1 OF 4 I 3 BACKFILL AFTER INSTALLATION OF NLET FILTER INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE WIRESUPPORT - MWID 6X6', 5/5 GA. 49 4T/100 SO. FT MELD WIRE SUPPORT. EXTEND 6' MIN. AT SIDES NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAMNG. LTER FABRIC AND GRATE A SEDIMENT TRAP WALL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO TIE CURB. STOR WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH S1DE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 i POLO DRIVE____________ FENCE POST - (WOOD OR STEEL) z FABRIC / / t 50' MIN. Q1 Q RUNOFF / O rf, O / Fri / Z DIG 4' WIDE @ 4' DEEP) 4 _ / / SSG�c02 N> TRv1 NQ ENCH, BURY BOTTOM PPCy1F�F W 0.'I 8' OF FABRIC, AND SO OI,LQ.P w �'V4 ANCHOR W/COMPACTED AGGREGATE 6 G P4W W W BACKFILL MATERIAL �I ^ L / SILT FENCE SECTION CITY PUBLIC ROAD VEn +6 .. NOT TO SCALE O W A �■ �� JUL2018 a C, aN--� PLACE THE END POST /{��A��pp//pp��,,++�� O I--' OF THE SECOND FENCE Rdl'1IlT INSIDE THE END POST c�ATp /L ELg OF THE FIRST FENCE NOTE: ROTATE BOTH POSTS AT z LEAST IDEGREES INA A CONSTRUCTION ENTRANCE SHALL BE CLOCKWISE SE DIRECTION TO CONSTRUCTED AND CONTAIN AN AGGREGATE CREATE A TIGHT SEAL LAYER AGGREGATE AT LEAST F WITH THE FABRIC MATERIAL 6-INCHESES THINK THINK. IT MUSTT EXTEND TO THE DIRECTION OF RUNOFF WATERS a a a ` EGRESS OF THE VEHICULAR INGRESS AND DRIVE BOTH POSTS ABOUT EGRESS AREA. oM N 18 INCHES INTO THE GROUND AND BURY FLAP Z+'Da O °.-� g Uz0 c ATTACHING TWO SILT FENCES �- u NOT TO SCALE N E STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C ppm E-1 om SILT FENCE INSTALLATION DETAIL D 9.1b 20A W Sheet 2 of 2 j v) L5 p o T PRaag. �.: W wwc W dN mor R wDO W ^O .. W N� ;:5 If z CALL 48 HOURS BEFORE YOU DIG. W IT'S THE LAW DRAWN: 1-800-432-4770 B.A.B. SUNSHINE STATE ONE CALL OF FLORIDA, INC. CHECKED: J.A.P. SCALE: 1" = 20' DATE: o - 0 0 20 40 6/26/18 30 JOB NO. 10 18075—ENG 0 COPYRIGHT 2018 BY ENNRODESIGN ASSOCIATES, INC. KFiQW what's below. THIS DRAWNG IS PROWDED FOR INFORMATIONAL PURPOSES ONLY, .SHEET NO. I. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call before .1ore you dig. ENGINEER REPRESENTING ENNRODESIGN ASSOCIATES, INC. w OF w STEEL OR EXTRA STRENGTH FILTER FABRIC WOOD POST NEEDED WITHOUT WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH I. THE INTENT OF EROSION CONTROL MEASURES INDICATED MAPHICALLY ON PLANS IS 10 PROVIOE A BARRIER TO CONTAIN SILT AND SEDIMENT ON THE FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX.) PROJECT SITE. TRS REPREYNTATION IS PROVIDED FOR THE CONVIBOENCE OF TIE CONTRACTOR THE TEST OF EROSION CONTROL EETECTVENESS IS NOT TO BE DETERMINED BY ADHERENCE TO TIE REPRESENT SET FONTH ON THE MESH WRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS FLOW DRAWNGS AND SPECIFICATIONS, BUT BY MEETING THE REWLATONS SET FORTH BY TIE AUTHORITY HAWNG JURSDICTON OVER WATER WAUTY CONTROL �OVy AND OTHER SEDIMENTATION RESTRICTION REQUIREMENTS IN THE REGION. � APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED Z PRIOR TO ANY CLEARING GRADING. EXCAVATON, FIWNG. OR OTHER LAND FLOW DISTURBANCE ACTIVITIES EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES. - 3. INSPECTION OF ALL EROSION CONTROL NEASURES SHAH BE CONDUCTED WEEKLY, 10 FT. MAX. WITH WIRE SUPPORT FENCE OR AFTER EACH RNNFAEVENT REPAIR. D/OR REPLACEMDNT OF SUCX LL AN MEASURES SHALL BE MADE PROMPTY, AS NEEDED. SPACING IR 6 FT. MAX. SPGNG WT10UT DIRE SUPPORT FENCE 4. VEEP DUST WITIIN TCURABLE OMITS BY SPRINKLING OR OTHER ACCEPTABLE MEANS 5 ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REWIRED NOTES: IF DEEMED NECESSARY BY ONSITE INSPECTION. 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTFES 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). 5 SHALL RESULT IN CONSTRUCTION BEING HALTED. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH 7, DRAINAGE INLETS SHALT. BE PROTECTED BY FLIER AND GRADED ROCK AS PER OF THE BARRIER TO AVOID THE USE OF JOINTS. INLET PROTECTION DETAIL 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATIONB. ANY ACCESS ROUTES TO SITE SHALL BE BASED PATH CRUSHED STONE WHERE AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA PRACTGL. STRENGTH FABRIC IS USED WITHOUT THE WRE SUPPORT FENCE, POST SPACING SHALL NOT 9. EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT EXCEED 6 FEET (1.8 M). GROUND COV IS ESTA$ISIHED. 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) 'WIDE AND 4 INCHES w. WIENEVER FEASIBLE. NATURAL VEWTATON SHALL BE RETAINED AND PROTECTED. (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 11, ALL WORX IS TO BE IN COAPIJANCE WTI THE RULES AND REWLATIONS SET 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL Q o THEY HE STATE OF BORIDAEACH DEPARTMENT OF ENWRONMENTAL PROTECTION BE FASTENED SECURELY TO THE UP LOPE SIDE OF THE POSTS USING HEAVY DUTY ARE F z DRAY STAPLES AT LEAST 1 INCH (25 MM) LONG. TIE WIRES, OR HOG RINGS. THE WARE SHALL U 12. DISCHARGE iROAH DEWATERING OPERATIONS SHALL BE RETAINED ONSITE IN A EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE ., CONTAINMENT AREA. THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WRED TO THE FENCE, -_ f AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE H _ FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGONAL GROUND SURFACE. - - Z - u - 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 0 ¢�. 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). U _ 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP, 0 LL EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.1a 11- Sheet 1 of 2 C Z FENCE POST - (WOOD OR STEEL) z FABRIC / / t 50' MIN. Q1 Q RUNOFF / O rf, O / Fri / Z DIG 4' WIDE @ 4' DEEP) 4 _ / / SSG�c02 N> TRv1 NQ ENCH, BURY BOTTOM PPCy1F�F W 0.'I 8' OF FABRIC, AND SO OI,LQ.P w �'V4 ANCHOR W/COMPACTED AGGREGATE 6 G P4W W W BACKFILL MATERIAL �I ^ L / SILT FENCE SECTION CITY PUBLIC ROAD VEn +6 .. NOT TO SCALE O W A �■ �� JUL2018 a C, aN--� PLACE THE END POST /{��A��pp//pp��,,++�� O I--' OF THE SECOND FENCE Rdl'1IlT INSIDE THE END POST c�ATp /L ELg OF THE FIRST FENCE NOTE: ROTATE BOTH POSTS AT z LEAST IDEGREES INA A CONSTRUCTION ENTRANCE SHALL BE CLOCKWISE SE DIRECTION TO CONSTRUCTED AND CONTAIN AN AGGREGATE CREATE A TIGHT SEAL LAYER AGGREGATE AT LEAST F WITH THE FABRIC MATERIAL 6-INCHESES THINK THINK. IT MUSTT EXTEND TO THE DIRECTION OF RUNOFF WATERS a a a ` EGRESS OF THE VEHICULAR INGRESS AND DRIVE BOTH POSTS ABOUT EGRESS AREA. oM N 18 INCHES INTO THE GROUND AND BURY FLAP Z+'Da O °.-� g Uz0 c ATTACHING TWO SILT FENCES �- u NOT TO SCALE N E STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C ppm E-1 om SILT FENCE INSTALLATION DETAIL D 9.1b 20A W Sheet 2 of 2 j v) L5 p o T PRaag. �.: W wwc W dN mor R wDO W ^O .. W N� ;:5 If z CALL 48 HOURS BEFORE YOU DIG. W IT'S THE LAW DRAWN: 1-800-432-4770 B.A.B. SUNSHINE STATE ONE CALL OF FLORIDA, INC. CHECKED: J.A.P. SCALE: 1" = 20' DATE: o - 0 0 20 40 6/26/18 30 JOB NO. 10 18075—ENG 0 COPYRIGHT 2018 BY ENNRODESIGN ASSOCIATES, INC. KFiQW what's below. THIS DRAWNG IS PROWDED FOR INFORMATIONAL PURPOSES ONLY, .SHEET NO. I. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call before .1ore you dig. ENGINEER REPRESENTING ENNRODESIGN ASSOCIATES, INC. w OF w E%ISTING CONCRETE BULKHEADCM � I I I I I I I I I I I I �I Igl lel Iwl I a� K I I I I I I � � I I I I � I � � I � I I I I � EXISTING CONCRETE BULKHEAD CAP SOUTH COVE PROPOSED DOCK OF A 4" SPHERE (TYPICAL) GATES TO BE SELF-CLOSING AND SELF-LATCHMG (TYPICAL) W-<. i I � D my" o ♦ XX "\ W � I WET BAR m� XX O O C] O 3O • LOGGIA ♦`u o00 NEW SHALLOW 0 O ♦ ✓ AREA . o I EXISTING POOL TO REMAIN c♦ LOGGIA �mpz o gym. I I I OPAT BE - CREATED WITHIN EXISTING POOL ♦ 4. t I,�yy I EXISTING OUTDOOR \ ` � SHOWER \44 ♦ P I?Ql)L EDInvIUErvT G O N v CLOSE E Pi -ER TO PROHIBIT THE PA954GE OF 4 4" SPHERE (TYPICAL) GATES To BE 9ELF-CLOSING AND - - - SELF -LATCHING (TYPICAL) GATE - PICKETS SPACED CLOSE ENOL Gu TO PROHIBIT THE PASSAGE OF A 4' SPHERE (TYPICAL) GATES TO BE BELE-CLOSING AND SELF-LATCHMG (TYPICAL) F EXISTING GARAGE ( L OP• EXISTING t-STORYCMU STRUCTURE I✓ I r T, �P . LP EXIST. LIFT STA P. Q � O w e G.v. ?8( � P °° o I 9d 93' PROPERTY LINE EXISTING OVERHEAD GATE - PICKETS SPACED C_05E UTILITY LINES ENO" TO PROHIBIT THE PASSAGE EXISTING UTILITY POLE OF A 4'SPHEFE (TYPICAL) GATES TO BE 9ELF{LOSING AND SELF-LATCHING(TYPICAL) POLO DRIVE A_ __J PAVED LEGEND EXISTING TREES TO BE F£MOVED I + 1 EXISTING TREES TO REMAIN I, • I EXISTING PALMS TO REMAIN EXISTING TREES TO Be RELOCATED I `-� rl NEW LOCATION OF-1-4TED TREE9 O __Mb OPROPOSED TREES 4PPRO'VE-o S51 SSV- Gs V IL RC1 ,;Tp- PrOjeCt: soucier- �� J:I , I �• r EXISTING TREE LIST town of gulf stream florida TRS" DESCRIPTION @ archfiecthre/plElrleg rc. A 4 CILePer r ee hee 10' x IS' poo, aL 601 T. congress ave., suite 105-o B a-l-uala Prase amrlcare/Avorak, Tom . ' 1. x 16' poor 5' cel. ' 561-276-6311 C Sobel palratlo15abal PaM S' a oa. M. (poor condltlon) sheet title: D S.pe lmetlo/Sebel Ppb S' oa. M. (poor c W _- E Sabal palmatlo/Sabal Pah Idltlom) S' oe. M. (poor c ,dlDon) ' F Babel pa lmauoBabal PeM IS' oa. M. (poor condition) scale: L• - 10' G Royatonee'ealeA"I P.I. 35' oa. ht revisions: A H Ft -1. aglvaatrb/Sylvaater Palm IS A. M, B' ct. relocele A I Coccoleba uvlfra/Sea Grape Tree 10' M. x 10' aPr' 1 Luka, Ib' cel. ea. J Thome. radlata/TFrlraz Pahn 15' oe. M. sheet: K Thrinez radlate/DTlrliz Palm 15' --1 L Tidos. radleta/Rilnaz Pe lm 15' ee. M. 1 of 3 sheets M Beeucrrlae ragrvetaiForylall Palm 10' ea. M, 30' cal. N Dypals lutepcane/Masa Pelm Ya' oe. hl x 10' apo. O Dyppls luteacanp/Mata Pehn W' A. hL x 10' aPr. 11 P Dpplp lutepcenp/Mece Palm 10' oe. M. x 10' ppr. s O Dypala luteacena/Areca Palm 4'- hL z 10'.pr. _ RCoccolobe uvlfre/Sea Grape Tree 25'ht, multi-trrk 9 Royatorlee ragle?toyel Pelm 60' oe. M. T C .coloba dlvrslfolla/PIq_ PW 15' M, multl-trrk U Cocae n Ifra/CocaM Palm 50' I Coccoloba uvlfr/See Grape Tree 10' nuKl-uvk W ocC--.M, Cuvlfer:/. Gape Tree 10' M, -It -t-k X Cocoobbe uvlfra/Sea Gepe Tree 10' M, n�Kl-trvYc v 2 Y Coccobbe uvlfra/Sae Gepe Tree 10' M, nultl-tnNc Z Coceoloba uvlfra/Sea Grape Tree 30' M, TVJl41-!Nk AA Cocoa nxlfra/Coaorut Palm 40' AB 30' AC un Japo f Privet LIE jaloama/Meca Lea Ib' h1 x spr, pultl-truck AD /babel Pah Sabal pehntlto/Sebel Pah Sabal T0' oa. M. ramous M. 3 I r T, �P . LP EXIST. LIFT STA P. Q � O w e G.v. ?8( � P °° o I 9d 93' PROPERTY LINE EXISTING OVERHEAD GATE - PICKETS SPACED C_05E UTILITY LINES ENO" TO PROHIBIT THE PASSAGE EXISTING UTILITY POLE OF A 4'SPHEFE (TYPICAL) GATES TO BE 9ELF{LOSING AND SELF-LATCHING(TYPICAL) POLO DRIVE A_ __J PAVED LEGEND EXISTING TREES TO BE F£MOVED I + 1 EXISTING TREES TO REMAIN I, • I EXISTING PALMS TO REMAIN EXISTING TREES TO Be RELOCATED I `-� rl NEW LOCATION OF-1-4TED TREE9 O __Mb OPROPOSED TREES 4PPRO'VE-o S51 SSV- Gs V IL RC1 ,;Tp- PrOjeCt: soucier- �� J:I , I �• r residence town of gulf stream florida dava bodk r archfiecthre/plElrleg rc. \\ 601 T. congress ave., suite 105-o del ray beach, florida 33445 561-276-6311 #LA0000999 sheet title: exisiting tree plan project number: 4115 date: a -2e -1e scale: L• - 10' drawn by: St revisions: A 0 A sheet: NORTH DoL --1 1 of 3 sheets PLANT LIST 121],] – -- _ _ BPECIFICATIONB 1211 AM Adonldla merrillll 14' oa. M. 9 CFml- Palle leaning CN Cocoa euclfere 30' oa. M. 6 Cecorut Palm leering IXN DL Dypsls Iutsscans WK. '" - epr, 26 Izore Areca Palm NII tc be•e, 9 truNu min. LAN ED Eleerocerpus dl clplene 10' M. x 5' ePr, 16 Flmple hailing Lana— Japan•, Blueberry LIR IC Ilex -..1 a 14- M. x 5' ePr, 3 Glam Lirlopa Dation Holly 3• caL LSv JAT Jatr= Integertlma 'compacta' B' M. x 6' -Pr, I Verlagetd Chinese Plvmt JatropM hee standard MM LI LageretroemId Indlca R' M. z 6' epr, 3 Mendevllie vine Crepe Myrtle mato-trunk NEO I'Y g9111ba "uM. 2 Vanua Bromeliad ma .x OPH P5 Phoenix s91vestris20' — M, 6 Hondo Grass Sylvester Pete Palm 8'at, matd d. PODPodocerpw OV Quer oue vIrgIrldra 16' M. x B' •pr, 6 Podl—rp - Fridge Live Oek 3• eel. PORI UJI15 Ylod 1 bifurcate 20' oA. M, e Podeeerpus hedge Feztell Palm 13'at, metdnd. TRP ALI Alco WImperiells 3' M.. 3' epr, 1 Dmarf Aslan J—mar Imael Bromeliad pn ZOYSIA BEG Begonia 'erlgeleing' 30" M. x 24• epr, IIB Empire zoysia Angelwing Begonia 24' oc. BRO 13-11ed 'perfacle' 10• M. z 10° spr, 318 Perreeta Br 11ad 12• of CAL Celathee zdxlrs Q• M. x IS- epr. 65 Zebra PI.M IS'. ®pl�r ED CLU Clue guttlfera 6' M. x 24° epr, T r� �t�I Smell Leaf Clusie 24" oa CTC Cycas revolule King Bngo 4' M. x 4' epr, 7 (\ j� �j O F/e lV'S L 18 DIA Plerelle tasmanlca 1098 X 10' epr, 50 `� Blueberry Flax Lily rn Fla. mluocarpe 10" M. x I0• epr, 459 ro y y tq V F Green Ward IB" o.c. ® ;'IL REAM, STREAM, FOR Forturolla nergarlta 30• M. z 24• s , GULF 2 GULF o :2 yl 1� r�1�li` fYa' Fit project souder residence town of gulf stream .. florida QI1 *e 8rChftqdre/*fY1w he. b1 n. congress ave., suite 105–a delray beach, florida 33445 561-276-6311 #LA0000999 sheet title: planting plan project number: 4118 date: s-28-1. drawn by: st revisions A 0 NORTH sheet: 0�L-2 2 of 3 sheets Kumquat tobe plenld In 24• dle. glazed pot., ons In mch pot. Pot cola to bm •elected by Cor •(4) 6• •pr. or English Ivy be planted around perimeter ar sed, pot lm IXN Ixore rare gram 24° M. x b' opr, 64 Izore 24• oz LAN Lemma monlevldarete 'Purple' Is M. x IB' epr. 10 Flmple hailing Lana— LIR Llrlope 'evergreen giant' 12• lMot. z 12° ePr, 281 Glam Lirlopa 12" LSv Llguetr,n slnenee 'verlegete' 24• M. x b• epr, 50 Verlagetd Chinese Plvmt 24• on MM Merdsvllle app. r.--20 Mendevllie vine NEO Neoregella 'veers' 10• M. x 10' epr, S4� Vanua Bromeliad 0" oa OPH Ophlopogon Japonicus 4' M. x 4' epr, 428, Hondo Grass 6' oc. PODPodocerpw nleaop Value 48' M x 24' epr 31 Podl—rp - Fridge 24• oc PORI Pod -carpus mecropryllus 6' M x 24' epr 60 Podeeerpus hedge 24' oc. TRP Tradnlospemum aelatIcum 10° hL x 10• epr, 330 Dmarf Aslan J—mar V oc. ZOYSIA Zoy.le NII Resh sod es req. Empire zoysia o :2 yl 1� r�1�li` fYa' Fit project souder residence town of gulf stream .. florida QI1 *e 8rChftqdre/*fY1w he. b1 n. congress ave., suite 105–a delray beach, florida 33445 561-276-6311 #LA0000999 sheet title: planting plan project number: 4118 date: s-28-1. drawn by: st revisions A 0 NORTH sheet: 0�L-2 2 of 3 sheets applWbla Deaesn.. a Thar, tprinuues and w r.� 1r Ir.mnw mill yawn ova pro'.ct -g t- btbn, gueram« eM Imwrrre -- I, a �u pacl�ntllby , eIYtHC,swif��tJlw:f err! a ppre4r, rtes d 4empwuuen nppur. acNgmlull, mVYla, eav4r erd rnew•ela rcw.uy b rorpYl• w murk w WDulatl a ro P4ro and F ro ep.dnullero, ea rel e. ell e4w nYld ropesrolnur, rokrdmg an drrg. erd rapelrr Ircdrn n lila u:ork roll IrVIUW, tut rot M IMll.d b, Nrulblg I. real plClrg ws. r.qulrad. 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WII Ircnda rtrxg, mrwg .dgFg. pv:Irg. mrdxg, anlwlrg, yen cFlrg, <Ige«xg .b repanmg er guy, Puke, .rear, blc- npuwn er rod. w Md wbN, repbuun er sed trot =Fal d0 rax b.cw:. bi1Wd, -=wing puna b prop= gaM a rr.w�reien' munwYro. d w mtwlr:g roma=. and all pM un rr.mrJW r« pepr grower w. pbma r!, I..rdl. Wyyl^H ppwiodl�iFeildawspnguw.lw.nln mmw.d McI'Art e1. tin 3P�clnul�lwdir, fa edGll�bm• W W I• r.eprrrrn.. awIWPYm mVlel roll M mm.d.tl wv . am. F w vel rrW. w eww WrubY vagratw br r�uW b .rdl r run vel wtl1wnrI wrw pbm w ma.N W II M tro==d dermad by w Lendrrsp. ,alt«L Ir nacaerery w plain intro!.!, eukh wltl ercVp pbmPpg� roll W II M rmpYcr! er rinadmtl b .IMxau a.mdr w udrinbla vagaulla et F. Ir ragwlsO by w Our p Lerdwp. a=vel. mbnll a by�w LeMeceWY�leWup bN Vr u�ull �Ilvwme ab mulled a w po,IwL wrpY awl emyel. oI w rola Iw app=al by w lerd.rap. Y .gr®lW by w Mr w Lew4upa aWtacR m•wil e trout! bNw. w mlrl.l 1. Nllw.d .w rulYd a w AeJrL I. 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Il He bar rJrKtW rl n19 •walw�imwad ,.. erMlrwu by w LArldeupa aWracl drrg.r, II Ary b w umrax ammo! br caw d en epprowf rY»llwla, W II M rubllenmd x nnwg b•emaw: w Dmlu .rad w eeN,aalw Mrw. w p.Jrl You.l.r, ro guramr Ir Mpll.d Wl w Ww cab w r�r.c �1 �n w IileaMelbwn er.IPi mrr�iluty er Na.i,y Hoe rm.nla w ew. e a�iwlt n Nmga w xaujwlo piren X1111 wwl e=cru= w peprly TH Cemreclw WII rWa e Nc bN«• mwk I. corulrV.tl F .ry pNAubr []JTH CaVeerw WII aka las.pau .lap. b rgaee. rapleu, w men ell Vvlcr b e(y utllltlr p err r W W um dlenptrf dr to Nr w 1r etldlllaYlKwA.IN rvlcs Wa my M rs.e.ary le k..le..au.� n' �ler:a we�w: wnlli.w peavlM lard opr.0 ary� leauml repro y ervlu w Ieallur I . �n.d M repave ala r«brxg al.rlplw eve -11 bniaumn:llg U�ia rnurlut.etwo..ne I:wi w W J`ugll M n1lv,rpbY Ica Ary era ell alar • ulw W ue'rk w� rd.up. aWewt WII M Icrnultad m.rdleuy d. fro a drlebn b M a ro rabulla oI w cork w Il mill cWr w ebaVuclbn II w ebwxVn camel M nbuud TH ra I, roll vel pupormMly tllenpt « dl.com«t ey ly« el pinly Wlre.w mlwu rwl obtaxlrg w rltw pwmlula 01 w lArdcepa ullxg .rad rr.lv.d by w L.ndwap. trout! .l W r n Femm P'-er b w er or w raquatad Wangtlrn G.M. a tt. roll M w r«pwmbllny d or ea4.ae0 w PeHN ��I gredxg w w Mal Ywl fro pYmrlg erre mIW rNYa b er..� fie tr.l� I�twY .prld� m4vetl rlu cwdnAro. 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