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HomeMy WebLinkAboutBuilding Plans¢ ¢ r C) Z 00 LIMITS OF EXISTING WETLAND \ - w m mym w � 3W U oa_ 0 100 200 300 HLJ ...... J L /j d c) w o: = n- O (O O O U Q GRAPHIC SCALE IN FEET AP o GR I 0 w __ 8 HIGH WOODEN � a _ I 8' HIGH WOODEN FENCE Typical 2-Story 16 Unit Bldg. LIMITS OF o ALONG PROPERTY LINE n ; � i REGRADED DITCH FENCE (505± L.F.) � � o 2 m .n rn o (55D±L.F.) '15"W 2646,00' 89' 0'15"W 536:54 N 87'42'58"W 3 > _ - _ �i ..r-i,. tee -=eats .��� 0808080 . o ° o oo o ;.. -. � .k 8940 , � � �66�,0 �.. c� <�. c� co •s d 0] f.. 0. o o 0 0 0 0 0 o o ° o c�„,.Q - - - ------ -- -- -- '--_....: . - -- -- - . - - - _. o o 1 1 0 0 0 0 o R ILDIN LINE - �--REGRADEI)DITCH ��-� `� -- ooO°Oo o. o '�'+n) axd v--o-.ram-:.-v..-�-' --e- .... s. ° a 0 0` 6- o 0 0 0 0 - LINE ' o'�•cr- u•-tr., o 'I - 1I\ o 0 0 0° 0 0 0 -- .� CENTERLINE s 1 Q 0 0 -. O O O O OO OO O O-O O OO: O OO p I � O O D O O O O O o --- � _�+ O O O O D-0 O O O O O O O O O O O O a. O .0 O -. o o ° o 0 0 0 0 0 ° o 0 0 � -_ ,�.,�. � 55 MIN. SETBACKBUILD NG LINE o ° o c_o Ii_Q zmBuO^ r o O ,o 0 0 o oopo00oO a .o�.Qbsp oQo--os-o ._- - _ .,- .. o O-o 0 0 °ov°o4° o av _ - - - ° o O 0 p O O O O o O O O O 0000000 ...� ..,-�� ° -� �� �� 0 0 0 0°�00 O p B O O O. O /I .: '. _ O O O O O 0 :O O O OI O O O O O O-O-.O , O O O O O 0(0,-0 O O 0 O I I I O q O 0 ° -0 O O -O O0 0. N / O O 0 0 0 0 0 O �� q� _p _ O O O: Q O -0 O ! e � O ... � � O o O /'- .. _. .. .. O O O 000000 0000 I I O O O �I^ O- O O O O O O /- O o. O O o o. O / StOYnlWater 2rea5-YO be sculpted o O o O _ / s ted with staff approval. \ � z / Q o 0 0 0 0 0 0 0 o Q > / p Pp Oval. / o 0 0 0 0° o 0 o o° d. o. o f o o o °. o o.. ° o a: �..W ...: ._ . o STORMWATER o o o \ Q° o 5 c c o 0 0 0 0 // o �O 0 o Q 0 / ` I ppOo o° o 0 0 o Q° ° 0 0 �, _� / °o°o°o Q o o c s / / / o ° RETENTION/DETENTION ❑E & SFWMD o 0 0 o 0 0 0 0 o q / � o AC � / ,;. o 0 o Q o o a� H g : I o 0 0 0 Q. o o o o p 0 a o _. o 0 0. 0 0 0 0 0 l' o-o o f % q z z t,, g , .. O O. O O O' O O O Q O O O O ,� o o Q o I � STORMWATER _ v � I w,,; 0 o- 0 0 0 0 0 0 0 �. Q° 0 O o_0 0 0 0 0 I M H o 0 0 o w a < ,,. ,° o / 0 RETENTIONIDETENTION a 0 w c ( : / O O .. 3; .. L ., � .. O. O O 00 � �_, z ./ / \ o D oLou 0 0 � ,. f o ° pl � o o Q w o v1 / c Q o o Q o o° o o° o° a o 0 0 0 O ♦, g o 0 o w I o 0 0 o Q°° o 0 p p�0� 0 0 0 0 0 0 .: I o O 3 \ C O O O O O Q•> RO,�D ",•Px,lTnO O �.. O O /: T O. O O O H.C. 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O O O O < O O O O O O 9 :. B O O � , .. ' ,�,.P� .� �00000°0000.. -- -. _ - .- r •O o O' Ooo� o 0 0 0 0g000°000. ♦ O°0° ) . , _ o Q o 0 0 0 0 0 o p o POOI z e� / z QOo°Q OO 0 o yy{ /J) D_O O 0 0 0000 QOOo00000C. 3 ♦ 00 / \ \ ! tO°O°O O°O Io OODO°000 O O.O. O O Q 13 . / '•. � �: _. ,. -9� 9 Z O p p g q q o o Q o 0 o R N �. 0-Q Q uou 0 0 0 ° o o o z o - o 0 0 0 ° o o o o 0 000 -- 0 0 0 O O O O O O� '. _.- O -. K ", ° Clubhouse '.. ,.: ; .. �. \ - � � ,�DOD�p00�pOQ I. PELT \ \ p p T Proposed Fite q s ' / , t /° ° 000 0000 qQ q. �.. --' -- _ _ i\ \ \ \ 000°` pop �� 00000 O �0�000 0000 c 29. _ \ o 0 0 0 0 00°0 0 °o 0 0 2 Hydrant '. '' I \ J p0p0 o O RgC�+°NGTy_39 g0, \ \. \\ .°O°<. o°o°o o°o°o o ° o p �,:� STORMWATER �:::, K l •. ,;� \ ;. - ��o oo°o°o log , "To o : I 'n�:> `/o. 0° o 0 0 o 5.4 1 S9 •4 - O O O O O O. O 000 2 9 Oo000O . \) O 00000 00 00�0 V 0 a RETENTIONIOETENTION � / `� o 0 0. ° o 0 0 0 � 9 �/�^ 0 \ -0-0-0-0 O -0 O: O q O O 0000. , \ ',,_ /O"o000 p00° ,:. 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O O O O O O O O 0000 0_ � _� �O°000 O O OB��gI`OQ�,R000 000.o 0' O O O O O O O° O O.9 0 a-O O \ o 0 0 0° o o° I Proposed Lift Station o 0 0 o O° 0000°) Q <r \ \ 000oo0oo0o Q'000 o o 0 0 0 0 0 o e ° - I entlflca6onSl ns o 0 0 0 0 0 0 0 Ul Q c O O O O O g O - ', 0 0 0 O O O O 0 O O O < \ , O O O O O O O O O O. t j I ,4i �. t °O�O�O°O0 ° O O°000000.00 \. O O O O O O O O O O O - \. O O O O O O O O O O O O O O 0- °00°. - (\ 0 0 O O O O O O..O O O .. .. �.O \ O O O-0 O O O O O "�'' O O O O O O O O O O O O® • O \ O O O 0 O- - �y. 0 O O O. o 0 o g o° o o O. O O v`�«-v-�•w-�r-'�*/-'er �r��.��.r^b"'.���•��0 O O O O O 00 0,��0, 0 °0 0o0°p°O�O�O°O°o°D°O°O° O O O O O O O O O O�p S O o q- O O O O O- 0: ; 0 0 0 0 Q 0 0 0 0 0 0 0 -0 0 0- 0 0 0 0 0 0 0-0 O Q O O O O O o 0 0 -0. 0 0 xx O O O to O \: O O /✓'jJ O 1'rc' P O O O-0 O O° O„O.,O„O,;O�O-.O O O O O O O O-O O O O O O O. 0 0 0 O 0 0 0 O,.O O O° �000000a00 Q 000000000.000 O .� 0 \: , O O 0 O O. O O O O q__g_ g p o \ o 0 0 o a e-o °-e e-o o �� o a o 0 ° o 0 0 0 0 0 0 0 0 o 0 0 0° 0 0 0 0 0 0 0 coUi w 0 'ewe Q o o° o o -o. o o Q o 0 0 0 0 o 0 0 ° Q 0 0°:66ga'Oo°Ss'8°i3'O �__o_ 0 0 0: o o o o o �2' -O O O o" "O i0"o 0 0. O o O o o o O O-.O@o O \ 0 0-0 0 0- 0 0 0 0 0 O Q O O D O O O- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0. O O O O 0 0 0 0 b 0 0 0 0 ., v„ O O-0 O O O O-0 O O O O O O O 0 0 0 0 0 o q °. o t} b o o o. o° o o g o o °. o o o o O o 0 0 0 o O o o°° o 0 0 0--0 ° o o 0 0 000. o o p o 0 0 0 0 0 0 0 0 ¢ VJ ¢ 4rP \\ \ o 000 o Q.. o 0 oq o o..00 �-'>T-Q o 0 0 0 0 0. o o. o 000q° 000°p°ogoo°o ��q�o o o°°o o. 0 0 0 o. o o ° o:. o o o o O. o o ° o oo o o° o. o o o o o o ° 0 00000 O O O O` OO O O-O O O O O O Q O Q,.,Q,., Lj�j1 O-0 O O O O O O O O O° O-A OO O O O O O O OQQO O O 0 >m r-° 0-0-0 O O O. O. O O. a c O O O O O O 0 O O O O O O O O tN O O O O O O O ° o �p q �G� Q q� a o 0 0 0 0 0 0 0° o 0 0 0 0 0 0 0 oaS o 0 0 0 0 0° o° o 0 0 0 0 0 0 0 0 0 0 o O° o 0 0 0 0 0 0 0° oo W w< o 0 0 0 O o. 0 �,`,1(NN•WeB &9W.11 5 a o g O 0 O O. a -0 °° O D a O O D D p p O a O D�, �D��p O.. D O p 0 0 0 00 Q 0. O O. O° O O O° o -D o D O �... \\ o O O O O O D D O O D O O O O O. o O Y) 0 0 0 o R o 0 0- o° o 0 0 0 o o o 0 0 0 0° o° o o o °oY''ra+`�'�'��°O1�o Oogogo O000OgogOa. O00000gogogo o 0 0 -�_ i' Z o S m o a o 0 0 0 0 0 0 0 0 0 0 0 0' o o o Proos� 5' S walk \ 55' MIN. SETBACK BUILDING LINE - _ -- p®� - ° \ _ - - -- EL Proposed 8� Wide Crosswalk �� � _ ems.... �_/ w a a c :. o :., e �' p00°0°0. �,�, �.I. _ _ - - - ' _.9 - ---LTGVLTDe. _. ..- - _�� W bar O O o o _ _., =� -Proposed 5' Sidewalk _ � C � � � _ � ��i � � � O°o°o .0 0 0 0 - T55 MIN. SETBACK BUILDING LINE - _ _ - - - _ ` - _ _Future Bus Location (By Others] r Ewstmg Fire Hydrant (Typ) _ ----- _ 4 L - - ----------- m o00000000000o000o0 O - - - - EXISTING PIN (PALMETTO 0000000 o000000000000000. 0 ..... " - - O O O O O 0 'o o O 000000 0 0 .. _. ..:._- - o°o 0 0 o n o. o o o [ - FLATNOODS/ T BE PRESERVED r: 0 0 o o O o o O 00000000ogoo. 00O00000000°°°O o'O o 0 0 o O o O O. o o O o 0 00°0000°°00°000°000' .. .. ... ..: „-.oOO p O �.3 z 0 0 0 o 0 0 0 0 0 0 0 j�,,,Q,,� O O O-O-O O O O O A. 0 0000: O°0,00°°000g Og000 O°0000.g0°0000 OgO0o00oo0°O°000.°O o O 0 o O° ° o 01. - O 589'40'15'E 427,86• �o O O-0 p 0 0 0 0 0 0 0 0 W o O O., 0 0 0 0 0 O Oo.. 0 0 0 Q O O o- 0 0 0 O O O 0 o O 0 O O-0 d o O O O O O O O O O O O o O 0 0 O p 00 0O°O 'O:0 0 "o"'a-o 0 0 0. 0 o0 ° -0 0 0 0. 0. °. I o° o o o o° o o o 0 0 oOOoo°°°°o°°o°°p°°°°°°°o° -' W a 5 g °O°O°O°O0Q0Q0000°O°O V O O o 0 O 0°0 0°0°Q°(}o0°O Oo.Og 0.0000.00000000000o0°O°O O O O,O A O O O O O o o °p°p`?p�.po°p° _ O O O-0 O O O O O O O O O o�O'O--SRO O �p 0 O 0 0. o o 0 0 0 O O O 0000 :.000 �O O O':,O O O�.O 0 0 000 O O g0 O -0y��0•s0„t, Oc.rO a0. 0 O 00O.Q-Q_.Qoul + 000 0� U QuUUQ z n 0 0 0 0 o O q 0 °. O O O 0 O 0 U Q �qq O'-o-'O-' O 0- o 0 O 0 °. 0 0 0 O O O Q O O O OO O-©-'O-O O"O O O - z z~ a o 0 0 o Q o 0 0 0 0 0 0 0 0 Q 0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0°� 0 0 0 0 0 0 °0000100 000°0 �- LimitdfExstingWetl®nd 0 0 0 0 o Q o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0° O o 0 0 0 0 o p0oo0°0000o Z �oz 0 o Q o o o o b o 0 0 0 0 oo 0 0 0 0 0 0 0 Q o 0 0 0 0 o O. 0 o 0 0 0 : - ���n 0 0 0 o g o o Q Q o 0 0 0 0 0 o o 0 0 0 0 0 0 0° o o° O o o/p• 000og0ggpgO ( be removed) �.i W �_` 000 0 0.000000 0 0 0 0 0 0�0000°0°0° Og0 O 00000000000o QO 000° 0000000°/ 0000 °g0° O'� q :Q 0 0 O. �i�jp�° O O O O 0 0 0 0 0 0 0 9 O O O O O O __�O°.O o0 O-0 O O 0-0-0 O o p O. O O O O O O O O of o 00 0�0°000� <s oOoOooO CobO OogoO°0000 oOOoogog0000OooO°°000Ooo°o000 Identification Signs ' 00°0 0 0 O o O O o O O O O O O O O O O u 0 O O o O O O O O `' =/ 000000y p O O O Q O O Q O 0 0 0 0 O-0 O O O O O O O O 0-0-0-0 O O .. O O O O O O O p Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 6 sr 0 0 0 0 0 0 0 0 0 0 0 0 o O p 0 0 0 0 0 0 o o p o 0 5 o0o0oa MailboxCluster(typ.) O O O O o O o o O o O o OHO b00-0000000000og0Q°0°0°O°� 0, 0 0 0 O V 0. 0 0.. 0 O O -0-O e 0 0 0 0° o 0 0 0 0 0 0 o O o 0 0-0-0 0 0 0° °° o o Q° o o 0-,0 0 0 0 0000 0 0: oOQ o0opoo0y� F s A °O �60000"Oo°o°.000°o°Q°Q° _'opr). c,'o°po�"" -- _ 3.. RELOCATED DITCH (TYP)-'- 000000000000000000.00 4 .. 000 000000000o0o0°q 9 / \ 8 3.'♦ O O O o. O O O 0 a, , O o 0000000 0 0 _� Tr Enclosure t 0 0ash Enc sure s ° z O O O °O°OQO° Q OO .'-�:. 0. u Proposed Fire �, - � � 1 _ I � � Percolation Ponds M' - �s 0°0°0 0°0° °0 2 Hydrant ) z ' :,. Sewage Treatment I 9 fo Sewage Treatment Plant i \ 3 g0000 LA 000°0 00 3 3k o0000 Q0o0o0og o 9 •- 8 not included`' Not Included o / :� M 00000.�Q 000o00000 000000g000000000 00 F 0000°o°00000°o°o° g ='F a"'- -- E STING DITCH o o P�p O f - 00000 O0D00000000.0°0 O s'. ,.,' _� �� :` I oo O. : co w O°o°O O°O°O°O°o°O°Q, 0 79 s' / \ ...1 p ZI �I U N pQ0o0 0°0°0°00go0op°00q O , . / B U1 Z U. o o o 0 0 0 0 Q 0 0 0 �\ 55' MIN. SETBA K BUILDING LINE v 000:00000000000°0000000°0 O O O O O O O O O O O O O ^ - a o a o 0 0° o o p o 0 0 0 E :i:' •,,✓ .� '/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z. O°ggOO °0����.{ISS22pp9O�,�Q " O0000o000 0 STORMWATER �• : �, o Q o o o �'`Y' dpouc�*"'dQQ °0000Oo p /.::.�: RETENTIONIDETENTION, �.. / o oogoa 0000OOg000°00000O O o ° O O. O O O O O O O O O O O o O - °0° O O O O O O O O O -0 O O.. O O O O q o 0 0 0 0 0 0 o 0 o 0 0° °-Storinwater areas to be sculpted with staff approval. qP o0o0oggogg0gogogo0ogog00000gQa0o0 q q / P 1)P pogQQq°°QQ°Qp Q - Qo°�T (cal o o Oo o. o 0 0 °..QgogoO0g00p0o0o ,.pog / I oOogo Typical V Q o o 0 0 0 0 0 0 0 t,� 0 0 o 0 0 0 0 0 0 0 O o o O o o p°Q°n �. 000Oo r�� 0 0 0 0 0° 0 0 p O o 0 o Q- 0 0 0 0 0 0-...-:. ....- ..�...-. Q O o _p 2 Sto 0 0. o 0 0 0 0 0 0 0. o0OO000goo.-._-..:----.-..:.-...-.::_. '7.- Z 00000 0 0 0 0 0 0 0 00°0 0 0 0-0 °00000 Limits of Construction - Qo o°o°o - 0.P0. 000,0005.9 0 o000000g000000000.00 00°O°0=.0` �•,. _-_ O O O O O �����0 ........ .:.�. : o Q Q 16 Unit .:" °O°O°O O O O OU Q 0 O O D Q O O.Q-0�0000g0 • ap.. 0000 - l ° v! - 0 0 0 Q o 0 0 0 o 0 0° o 0 0 Building o 0 0 o 0 o O o o 0 o Q o 0 0 0 W ° o 0 0:.o 0 0 0: ° 0 0 0 ogog0g0. 000000000000.0 ♦nova'u'O""ty..u•°"-o•t`o`xo'b`"a`.o-a••o--v--r� v-c -� -,-z -�- °°O ° 0 0 0.o Q o 0 0 0 0 0 0 �� Q g o° o 0 0 0 0 0 0 0 0 0 0 0--0 0 o a o 0 0 0 0 0 0 o Q o 0 0 0 0 0 0. o 0 0 0° o 0 0. 0 0 0 0 oV U Vo 0 0 0 0 0.-'0 O O O 0 0 O O O o O A O g q O 0 o O' 0 0 O. 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 O. O O A O O O O O YiP00 0 0 0 0 0 O. O O O O a 0 0 0 O- O O O �(Cyr,[^,�,'O O O O O O Q O. O O O O O O O-0 YS O O O. -0 0 0 0 O 0 0 0 0 0 O O O O-0 O 0- O O O O O O O. p :,O O O O v" V" V O O..O O o Q O O O O O 4 O-0 O q��9' 'I$�j -- 0 0 0 0 .o 0 0 0 0 0 0 n n 0 QS �Q- Q Q n, o�,g^0 °° °;^�°o.° °,�,i a°,_one°L. Z6 Q0 - N 89°40'17"W 437.58' t', N 8T3949 W. 0 589'40'17"E 142�:48' \\ ...--4- f385 - - Q LL,I N 89'40'17"W 738.39' „. -- 55' MIN. SETBACK BUILDING LINE - POSITIVE ;'' I� a _ _ _ OUTFALL _. a a LOCATION GC Typical 2-Story 16 Unit Bldg. - a- o. for U LU LU Est REVISION x \✓ i p N T Z (0' - DATE: D Af2 SPTRC REP.. I Apartment Parking Calculations l III ! The purpose of this adjustment is to modify the building footprint by reducing the total building acreage b . to increase the wetland preservation, reducing the acreage of pavement and sidewalks by it agces and by 04 acres, readjust the club house and recre tional area upland buffer. grin the P g entrance to preserve additional w tlan and t 140-2 Bedroom Units @ 2 so. per unit=280 SUMMARY OF WETLAND IMPACTS 128-1 Bedroom Units @ 1.5 sp. per unit--192 1.PRE-DE ELOPMENTNATIVEWETLANDS Total Spaces Required - 472 ® FLORI OA JURISDICTIONAL WETLANDS 6.17 ACRES Standard \I FEDE ACONLY JURISDICTIONAL WETLANDS 3.43ACRES Total Spaces Provided - 443 - - 29 Halldicappetl Ili IV TOTAL PRE -DEVELOPMENT FLORIDA& FEDERAL WETLANDS 11.60ACRES 472 Total Parking 'Stalls WILLIA 2. POST-DFIVELOPMENT NATIVE WETLANDS v FLORIDA JURISDICTIONAL WETLANDS 6.70 ACRES Clubhouse Parking 11 FEDERAL ONLY JURISDICTIONAL WETLANDS 2.71 ACRES Fla. 02`S Total SpacesProvided - 9 Standard TOTAL POST-DEVELOPMENTFLORIDA& FEDERALWETLANDS 9.41'ACRES 2 Handicapped PR CT NO. 11 Total Parking Stalls 3.IMPACTED NATIVEWETLANDS 9�® ®1700®1 FLOE IDAJURISDICTIONALWETLANDS 1.47ACRES FED 11RAL ONLY JURISDICTIONAL WETLANDS 0.721ACRES Site Data, Gross Site Area 54.68 Ades TOT1I_IMPACTEDFLORIDA&JURISDICTIONALWETLANDS 2.19ACRES Existing Zoning: RM-5 S®-1 f Existing Land Use: RU 'NOTE- MITIGATIONTOBEADDRESSED THROUGH MITIGATION CREDIT Total Dwelling Units 268 PURCHASE FROM PLATTS CREEK MITIGATION BANK. Du's/Ac 4,90 Future Land Use RU SHEET 01 OF 01 N:\DWGS\Eng\Projects\1998\98-0017 SAVANNA CLUB APARTMENTS\001 \Current\Eng\9817-OO1 SPI .dwg, 06/26/01 10:37:47 AM, gmooh. 1: l i F E 4 U Al 1/4 "=1 '-0" 2 3 4 5 7 8 9 1 10 1 12 5 � S53 SB3 ' C13-3 TYPICAL 13 1 14 — MATERIAL KEYING LEGEND I I I -J-_I I I -- TI 17 ( I I I I III I I I I I I I I TT"T I I 1= I I ( III I I I I I I I I I I I(IIII.(.III I I I I I 1 I I I I I I I I I I I I I I I I I I I (IIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I 1 I I LI I I I I I I I I I I I I III I I I I I I I 1 I I III I IIII(IIIIIIIIIII ( I I Iq 1 1 W,SIMPSI EAHE HE III. ( I I I II IIIII I I I IIIII I IIIIII I I I I I I I I II I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I L I I I I I I I II (III I I I I I I I I I I I I I I I 1 I I I I I I III I I I I I i I I I I I I I I I I I I I I I I I I (III I I I I I I I I I I I I I I I I I I I I I III II I I I I I I I I I I I I I I I I I I I I I ((III I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I -fil in I I I I I I fil I�t I I I I I I I ICI I I I 1 4-4 lit I I I I I I I � -= I =__ I =_- I I I I I I I I I - -- fi=1===1= I I I I I J ill I I I I ' I GARAGE ROOF PLAN I i 66-3 TYhIGAL PLAN NOTE S: I. INDICATES 8' CONCRETE MASSONRY UNITS WALLS, PROVIDE 5 VERTICAL AT 4'.0' O.C. IN ALL EXTERIOR WALLS, AND 5 VERTICALS AT 8'-0' O.C. AT INTERIOR CMU. WALL PROVIDE AN ADDITION 05 VERTICAL iN THE FIRST CELL EACH SIDE OF OPENINGS, AT WALL INTERSECTIONS, CORNERS, AND AT THE END OF WALLS, DOWEL RE INFORCING INTO FOOTINGS AND GROUT CELLS SOLID AT THE REINFORCING., PROVIDE AN ADDITIONAL *5 VERTICAL AT EACH '■' DOT. AND 'FC' NOTATIONS ALSO SEE NOTE *8 BELOW. 2. PROVIDE A CMU. TIE BEAM AT ALL MASONRY WALLS, TOP OF TIE BNAM ELEVATION (HOLLOW CORA PLANK ELEVATION) IS 6-0'. TIE BEAM SHALL CONSIST OF TWO KNOCK OUT COURSES, EACH WITH ONE *5 CONTINUOUS, AND GROUTED SOLID. SEE DETAIL 9/553 TIE BEAM OVER OPENING. 3. Fc_a_-_11 INDICATE 8xIV CONCRETE BEAM REINFORCED W/ 2% B. 4 25 T. CONTINUOUS AND *3 TIES AT b'OC. THE BOTTOM OF CB-1 MAY BE FORMED W/ A CAST-CRETE '81%' PRECAST GONG. LINTEL DO NOT USE CMU. TO FORM THE TOP OF THE BEAM. C43-2 INDICATE 8x16' CONCRETE BEAM REINFORCED W/ 2*8 B. 4 25 T. CONTINUOUS AND 03 TIES AT 1'OC. ONE FOOT PAST OPENING LINTEL TIES. C6-3 INDICATE BFIb-25 BOT. 415 TOP CAST-CRETE. C5-4 SAME AS C8-3 W/ *3 STIRRUPS eb' O.C. CS-EvINDICATED 8FI6-25 BOT. 415 TOP CAST-CRETE W/ *3 STIRRUPS 9 610.GL 4. INDICATES 2x4 a 16' O.C. STUD WALL, ATTACH PLATES TO PRECAST PLANK WITH 0.145' DIAMETER POWDERS ACTUATED FASTENERS AT 16' O.C. PROVIDE TRIPLE KING STUDS EA. SIDE OF OPENING. 5. T-* INDICATE TRUSS TYPE, SPACE TRUSSES AT 24' O.C. U.N.O. ATTACHE EACH TRUSS AT EACH SUPPORT WITH A SIMPSON METAL 12 HOLDOOUIN ANCHOR (UND) SEE SCHEDULES ON 68.0 FOR TRUSS TYPES. G. ROOF DECK IS 19/32' 48/24 APA-RATED EXPOSURE I SHEATHING, ATTACH EACH (SHEATHING TO SUPPORT WITH bd NAILS AT V O.O. AT SHEET EDGES AND S' O.C. IN THE FIELD. 1. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT SHOWN. 8. C5-3 INDICATED 8x16' CONCRETE BEAM REINFORCED W/ 2+5 5.4 205 T. C T US NO STOP. II CAST-C T RE E SF16- 2"5 BOTJ I"5 BOT. (TYPICAL EVERYWHERE) NOTE: ALL OPENINGS SHALL HAVE 81`16-105 BOT. AS TOP CAST-CRETE FOR I ' DEEP BEAM. (TYP. U.N.O.) ALL OPENINGS SHALL HAVE SF16-1"5 50T. GAST-CRETE FOR 8' DEEP BEAM. ( TYP. U.N.O.) N GENERAL TRUSSES NOTES: 0 WOOD TRUSSES, WHICH AREA FABRICATED BY A LICENSED 0 C D� FABRICATOR SHALL BE FURYSHED IN ACCODANCE WITH DESIGN o° PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER 4 THE SPECIFICATION OUTLINED BY THE 'NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTERNINGS' BY AMER CAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVESI ) 4 'DESIGN SPEC- FICATION5 FOR CONNECTED LIGHT MEtAL PLATE WOOD TRUSSES' BY TRUSS PLATE INSTITUTES. z TRUSSES SHALL HAVE MIN. RATING OF 1900 PSI. BEFORE ANY SOUTHERN YELLOW PINE, DOGLAS FIR HE-1-FIR OR FIR LARCH FI) INCREASE SHALL BE REQ'D FOE TOP AND BOTTOM CHORDS_ AND WEB MEMBERS MAY BE No, 3 SOUTHERN YELLOW PINE, STUD GRADE OR BETTER AS REQUIRED BY THi ENGINEERING. + THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FAB- Z BRICATION OF WOOD TRUSES, WELL BE SUBJECT TO THE — INSPECTION AND APPROVAL OF THE ARCHITECT /ENGINEER AT ALL TIMES. THE HANDLING, ERRECTION AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS NOTED ON L THE DESIGN DRAWINGS OF SAID WOOD TRUSSES AND AS PER CONTRACTOR SHALL INSTALL HURRICANE STRAPS AT EACH ^ TRUSS, BASE ON THE MANUFACTOR USED, AS THE FOLLOWING INDICATEDS LOADING UP TO (2) STRAPS. SIMPSON o FOR UPLIFT LOAD S USE U UP TO 980 Ibs ETAT16 / T562CL c ^ - CL UP TO 9SI Ibe - 11951 be ETAT20 / T882 ; a K UP TO 1196 [be - 2390 Ibe (UETATI6 / T552 / (U ETA720 ao M HUGH S O YuJ `p FOR UPLIFT LOAD S USF U UP TO 6110 Ibs SHA 6 SEMCO FOR UPLIFT LOAD S 115E UP TO 155 [be TAPR28 UP TO 156 Ibs - 16551 be TAMI(o m UP TO 1666 Ibs - 3330 Ibe (1) APR216 4 (I)TAPb ct m 0 NOTE: EACH NAIL TO CARRY MAX 150 LBS J 0— w +CONTRACTOR SHALL PROVIDED BUILDING DEPT. OFFICAL LJi 1-- L.L_ WITH MANUFACTURE SPECIFICATIONS FOR HURRICANE STRAPS O AT THE TIME OF STRAP INSPECTION. w 0- 0 J.� li BRAGING NOTES: < V) = W U 0 1. THE LOCATIONS SHOWN FOR X- BRACING ARE OPROXIMATTE > [-- AND MAY BE VARIED SLIGHTLY TO AACOMODATE THE SHAPE O OF THE TRUSSES. Q a- Q 2. ALL X- BRACING SHOW IS INTENDED 70 BE SPACED AS V) a) 0 EVENLY AS POSSIBLE ALONG THE LENGTH OF THE TRUSSES THET THEY BRACE, I.E. QUARTER POINTS, MID POINTS, ECT. a 3. TRUSS BRACING TO BE MINIMUM 20-0' FROM END WHERE 3 G TRUSSES RUN IN THE SAME DIRECTIOK ° 0 4. ALL TRUSSES ARE REQUIRED TO HAVE CONTINUOUS BRACING ALONG THEIR BOTTOM CHORDS TO MEET RIGID CELING REQUIREDMENTS, THIS BRACING MAY Ix4 LUMBER AT A MAX. SPACING OF 6'-O' C.C. 5. EACH BRACING 15 TO BE ATTACHED TO THE TRUSSES WITH 4 A MINIMUM OF 2-10d NAILS AT ITS M AND AT EVERY TRUSS THAT IT GROSSES. -m7 Z_ 4 DENOTES LOCATION OF X-BRACING LI.J to z THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH ce W POSITIVE AND NEGATIVE PRESURE 4 MEETS THE REQUIREMENTS m OF CHAPTER 23 5U3.C.C.1. Z e W THESE PI PRE-ENGINEERED X. ARE SUS _ r , F TRUSSES IN VERT. PLANE. ®24: O.C. REQUIRED BY F111,s (TYP. UNOJ MAY BE NECES': S COMPLY WITH ALL ke Ls ;, 3. I ., 2 ALL HIP GIRDERS 4 GIRDERS l 2 PLY MIN) m ALL TRUSSES SHALL HAVE 1600* UPLIFT CONNECTION (MIN.) (UN.OJ ALL JACKS SHALL HAVE 8600 UPLIFT CONNECTION (MIN.) (UN.OJ 3 GT-I SIMPSON HD 10A W/ SIMPSON SSTI328 TO CONCRETE (4)1/B' DIA THRU BOLT TO GIRDER GT-1 ) F GT-2 SIMPSON HD 5A W/ SIMPSON SSTBIG TO CONCRETE 4 (2) 5/8' DIA. THRU BOLT TO GIRDER GT-2 ). HI UPLIFT 2SO00 EACH END. z f a C 00 a �00 0 -0 • N a O N 507T. CHOPQ Drawn LATERAL BRAGINC; STAFF 2x4 DIAGONAL BRACING Project No. ATTACH TO TRISSES W/ (2) Ibd NAILS 971 0.00 B PER CORNERS 4 e INTERSECTION CAD File No. OF WEB MEMBERS P I n G a r A. YEKTA K,4VA506xLU, M5CE, P.E. Date YKA CON51LILTING ENGINEERS, INC. 3/20/01 DIAGONAL BRACING DETAILS Drawing No. 6500 WEST ROGERB CIRCLE, STE, 80m0 mew 998-06a5 , REFER TO ROOF PLAN FOR LOCATION BOCA R4TON, PL 33481 PE* 41310 + DIAGONAL BRACES TO CROSS MIN. OF 2 TO MAX. OF 4 TRUSSES e-maII.YeldaeYKAcoamultingr-om I EDO 6141 02 4,210 SF_ © WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMEM S THE PNOPE OF WA E SEAENMM N HN TS, PA [ AND S NOT WRODUCED WRHOUT THE WRR CONSENT OF O C WA"E SENENfl M A*CHUM Pp .....__.___ 8 1 9 1 10 1 11 17 1 13 1 14 '. .«r+ ♦. , � UE VAFM • •ram r M . _ r r r a ♦ C •U .- r♦ • ''.2CO - AM a: ♦ .: it w r w r r r w w SEE PLAN FOR vEEI4 REINFORCEMENT DOWELS TO MAtGH YEW. REIN. - LAP MIN 4& OAR DIA" 4e (2 L^YE:9S) 8t�, AT PEf�IMr*T_-(f`(P. URA. a"� ♦ 3' IOUS CLR TYP 174- ENIW CIRAM NOT& FMIBN GRADE SML4L.L HE 8' (Et�A84YE BC/TTOM t2' fOOT1NG. SEE PLANS AND PLAN NOTES FOR LOCATION CP C• ROUTED CELLS STOP GROUT MIN 1 1/2' BELOW TOP 3 OF UNIT IF FAR 15 STOPPED FOR i3 Ci MORE THAN ONE HOUR MAX HEIG4IT OF LIFT q 3'•0'. MAX WWC-04T OF PK%2 • $'-P:°- WAIT 3 To 5 MINUTES AND CONSOLIDATE WITH FLEXIBLE CAME VIBRATOR. a } RECONSOLIDATE LATER BEFORE FLASTICTTY IS LOST, WAIT MINIMUM 30 MW4.ITES BEFORE PLACNGs NEXT .. LIFT. GROUT TO C4NFOFW"1 TO ASTM C.416. SUBMIT MIX DESIGN FOR WiEVIEW. - •. MAX" ACsGASMATE SIZE • 3/8'. _ . SLUMP-= V TO IV, pO Ne2T USE SAME MIX AS USED FOR TIE BEAMS. PROVIDE CLEAN OUT WALE MINIMUM SIZE Sox 31. ALL OVERIANGNG ' F—MOR.70 MORTAR AND DEBRIS TO BE REMOVED FWaOM INSIDE THE CELL WALLS. GLOOE GROUTM, BUT AFTER INSPECTION. 20 •'. DO NOT GROI,€T UNTIL MORTAR HAS SET WMCIENTLY TO UAT#&TAN0 T14E PRESSURE OF THE CsR=- WATT NOT LESS THAN 24 HOUR$ T''' m4 L ffiT t GROUTING.$ SCALE: NTS S5.2 ur4eT � 04 x 4'-0' LOM AT - 48' O.G" N GROUTED KEYWAY OR CORE TYPICAL TIE BEAM - SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS # 48 BAR DIAMETER LAP SPLICE Q; G TYPICAL QI LAY UP NEXT 4=-OA OF WALL AFTER LOWER SEGTTON IS t3ROUTEp C•dWff TO CONFORI"€ TO ASTM C416. SUBMIT MIX DESIGN FOR REVIEIIL r.; MAXIMUM AGCMMATS SIZE R 3W. f SLUMP a W TO IV. 00 NOT USE SAME MIX AS USED FOR TIE . BEAMS. MAXIMUM LIFT • 4'-0' 00 NOT GROUT UNTIL MORTAR HAS •j r SET SUFFICIENTLY TO UAT14ST141 ., THE FMRE$SURE OF THE Cgfi U=. WAIT NOT LESS THAN 24 €•€OURS L SCALE: NTS S 5. "3 DOWELS TO MATCH C MU vIrRT REfW LAP MIN SO' AT CM U as DOWELS TO MATCH - CMU VERT READ. LAST' MEN 30' AT CMU 04 CONT PLAW +S.NTOFPED�� STI N ii SCALE: 3/4' m I'-V 5.2 04 x 4'-& Lows AT " 4V OJ0. N GROUTED KEYWAY OR CORE TYPICAL TIE SEAM ¢ T I ON ,�CALE:3/4' a I'-V 5.2 4' PLANK 4' GONG SLAM - SEE PLAN JOINT TQ HE TOOLED OR SAW -CUT AND FILLED WITH LIMID POLYMER JOINT SEAL CUT ALTERNATE WARES AT JOINT LOCATION ---' ---------------------- � 6 C"J WALL BEYOND STAIR 2 7S ��8=' Merl PRECAST CONCRETE A Ar t'I-RIMeTeF-, 4' 4:01SIC SLAB 4' GONG SLAB 12 -SEE. PLAN 12 - SEE PLAN N €/4 ® V4 ✓ -04 `"-----0t?C x--••---x_••_• —ve Sb -- •----'gyp—"-----'+"---- N � ca N k1A W .Y- •— ,4DD'I,. (2) ■3 CANT FOR SIZE AbN REINF S. CLR TYiW COING FTG VOYOND - SEE PLAN FOR SIZE AND tREINF z WIC ,. 4 SCALE; NTS 1,55.2y SLA5-ON-GRA0E ONLY SEE FOUNDATION PLAN FOR LOCATION OF CONTROL JOINTS. SPACINGx NOT TO EXCEED 20'-0' FROM CONTROL JOINT To CONTROL JOINT TYPICAL." ., DOWELS TO MATCH - CMU VENT RE W, LAP MIN 30' AT 01U ♦4 COW V PLAW €�tTOPPED� Mm TYPICAL TIE BEAM I-•- 4' PLANK a4 DOWELS AT 48' OTC. N GROUTED KEYWAY OR CORE 24' 1.r7 SCALE=S/4' = I'-0' S.2 1 S _ SCALE.W4' a I'-V 55.2 05 « • • LDELS • ii MU i iI" DOWEL IK *ROUTE0 wit 1i t1i ORE 04 ZEE$,5m !Jb� TYPICAL TIE 13EdM (2) KNOC K-OUT COURSES, EACH w/ (1) 5 CONT, GROUTED SOLID SCALE:3/4' = I'-0' " ,S5.2 NOTE: HANDRAIL NOT Swow HANDRAIL SHALL BE DESIGNED TO CLEAR SPAN HORIZONTALY BETWEEN MASONRY WALLS AND SHALL HAVE NO STRUCTURAL ATTACHMENT TO TI4E FORECAST C W. FLOOR SLA13 OR ITS TOPPINCs. +4 4' SCALE:3/4' a i'-ff (S5.2 •i •5 DOWELS TO MAT04 OvIU VERT REIN. LAP MIN 30' AT CMU *4 GOr 04 DOWELS AT 48' O C ---4 IN GROUTED KEYWA OR GORE I 24' CONC IBM! - SEE FLAN"'"— CASTCRETE 'SW PRECAST LINTEL AS BOTTOM FORM FOR BEAM 'S DOIIIELS TO MATCH CMU VERT REINF. LAP MIN 30' AT C2'•rit 44 DOWELS AT 4V OC- €N 61111OUTED KEYWAY OR Cope 24` 'i"e'PICAL. TIE SEAM 0 -;; C40MO TO MATCH w + _ , MIN ' • ■ mile; *_-- ■ r TYPICAL TIE BEAm Y it N w SCALE: S/4' = I"- 1 5. 2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO gY CORRECTIONS REQUIRED BY FIELD INSPECCT1.RS THAT MAY BE NECESSARY. KORREATO COMPLY WITH ALL OPIZABLE COAE8, c+ aj 04' DOWELS 4' FLANK AT 24' O.G. f f SCALE:3/4' - I'-0' C5.2 aai `o PRECAST CONC1zETE N STAIR i Drawn C.ON� OF STAIR TO WB C.ASTCRETE 'I M-2B' PRECAST/ SEAM BY STAIR Mks; Project No. CMILt BEAM w/ (2) "5 CONT BOTTOM- sU6MiT SHop OpAwIN 6s 4-1 294-03 (3 FILLED WITH GROUT TO THIS L-NGIN5slR . CAD File No. Enid' 1 Date 3/10/01 iQ Drawing No. S5.2 S 5 o I 3 MVOJ,4.50�9 09:48:35 Pals 104Z Y.Itus 6, • 3' CLR SCALE:3/4' + 1'-0' 8d NAILS AT 6' OZ. C.If' CONC CUFM - TOP OF CUM TO MATCH UNIT FINISHED FLOORS CON,. FrGo SEE PLAN FOR SME AND REI P 5. SEE PLAN FOR VENT, REINFOAC04ENT 04NIELS TO MATCH VERT. REINF. - LAP MIN 48 BAR DIA. es I� Q --G.I.P CONC CURB - TOP OF CURB TO MATCH UNIT FINISHED R.00RS /-' 4' C0t4C SLAB F/ - SEE PLAN #6 -- SCALE:314' a t'-0' GABLE END TRUSS w/ VERTICAL. WES$ AT 24' O.C. MAX. - SHEATH PER At!/A4d SIMPSON 141 EAC 4 TRUSS w/ CONT 2x8 w/ (2) 3 3/4' (4) 8dxl 1/2' NAILS AT WOOD LONGA TAPCON PLATE AND (to) SCbd V2' SCREWS AT 8. O.C. NAILS AT TRUSS woo s DOWELS TO MATCH YEW REINF 24' F „ ... awSe � SCALE. N4' • P-0' S.3 SEE PLAN FOR VERT. RE1NFORCEMENT _ DOWELS TO MATCH VERT. REWF. - LAP MIN 4S BAR DIA. I As CONC. FTC. SEE PLAN FOR SIZE AND REINF CANTILEVERED ROOF TRUSSES AT 24' O.G. SIMPSON HI EACH — TRUSS _100 PARALLAM BEAM - SEE PLAN 61— 'COOT �N SCALE$ 3/4' s P-0' S5.3 RooF TRUSSES *ARE NOT TO BE SUPPORTED MY T44E WOO FRAMING, SUT $Y THE CANTILEVERED CONCRETE BEAMS(SEE PLAN) ': .. (4)12d NAILS TYPICAL IA64 APA RATED SHEATHING (EXPOSURE 1) w/ 8d NAILS AT 6p�' OC. AT SHEET EDGES AND 121 OZ. W THE FIELD 2x4 STUD FRAMES AT 24' - -- 01C. MAX. 4 e AL SgwPSJN U24 EACH FRAME COhIT P.T. 2x4 PLATE w/ 1/2' DIA EXPANSION BOLTS (MIN 4 1/4' EMBED) AT 24' O.C. MAX. - TYP SCALE: B/4' . 4•- ° a . ROOF TRUSS 24' OrG. SIMPSON 1411 TRUSS (4) *d NAIL; - TYPICAL PARALLAMI - SEE PLAN 2x4 FRAMFS 24' OC, MAX VARIES �xgae ;�ww 4, S5.3 SWPSON H5 AND U24 EACH FRAME ROOF TRUSSES NOT SWORN FOR CLARITY AT CMU TiEBEAM PROVIDE PRECAST CONCRETE U-SHAPED LINTEL FOR SOTToM COURSE OVER OPENWGS 2x4 BRACES w/ (2)12d NAILS - SPACE AT 36' O:C. MAX W dl W a`- a 04 8' PLANK UNTOPPED� TYVnCAL I Sf1P6CK HETAL HOLDD04W-- AT EA04 TPA$, UN.O. SEE PLANS AND PLAN NOTES FOR SPECIFIC LOCATIONS AND /v SIZES. WRAP AROUND TRUSS CHORD AS SHOWN 04 DOWELS AT 48' OG, IN CMOUTED KEYWAY OR Gtxcat TYPICAL CMU TIE --� rMAM G50N91ST44m OF (2) KNOCK -OUT 24• COURSES. EACH w/ (Ur5 CONT. GROUTED SOLID 4 SCALE:3/4' 55.3 AT CMU TIESEAM PROVIDE PRECAST CONCRETE U-SHAPED LINTEL FOR )BOTTOM COURSE OVER OPENINGS rrvrrt SCALES 3/4' . I'-0' SCALES 3/4' s 1'-0• PRE-ENSIZ'D ROOF TRUSSES AT 2W r5 DOWELS TO MATC" VENT F;ZEgNF 24• THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO `WPLY WITH ALL APPLICAM 4701711 04 CONT., EXTEND BACK INTO CMU WALL FOR FULL LENGTH OF WALL. CASTCRETE '8' PRECAST -- CONCRETE LINTEL x 6'-6* LONG, EXTEND BACK INTO Cam) WALL TO FORM TOP COURSE OF TYPICAL TIE5EAM. EXTEND *S COW FROM TTESEAM OUT WTO CANTILEVER; AND GRMT SOI..IC,. 'L-- 4' PLANK *4 DOWELS AT AV O.C. W GWOUTF..D KEYWAY OR CORE C T I ON 3 %LE:3/4• r-�• S5.3 24' a o a N Y 4J L W ZDry L1 J (r �, V o _J LL W �7_ i. I LEA Li I 5 O Z Cam.. L Z Cn U �-fr- iz era L�6 o k Drawn WB Project No. 4-1294--03 CAD Fite No. Bid' 1 Date �/To/oa Drowing No. 5o3 of 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 N TYPE I �r i ' TYPE TYPE I kA 3910 3/4" PVC / o TYPE I I U10, 3/4" PVC TO BLDG TYPE I to TO BLDG TYPE I USE CKT H11/13 i USE CKT H11/13 �• G TYPES . / 'r \` \ / / L 3#10, 3/4" PVC TYPE I TYPE TO BLDG TYPE USE CKT H11/13/ \ i I 3#10, 3 4" PVC 3#10, 3/4 PVC V) 4 TO BLDG TYPE II TO CLUB HOU E ' Q----3#10. 3/4" PVC ' s --� __ \ � C USE CKT H11 13 \ USE CKT H11/13 TO CLUB HOUSE / \ � K j 3#10. 3/4" PVC ` K / ` USE CKT H11/13 TO BLDG TYPE I ' // / 3#10, /4" PVC \ \\ \ N \ �, USE CKT H11/13 / / TO B G TYPE TYPE I` " \ \ o ' \ / / E C H2 3#10, 3/4 PVC TYPE I / r' l 1� i / / TO B DG TYPE I \ / 3#10, 3/4" PVC I /, TY E II SE KT H11/13 \ TO BLDG TYPE USE CKT H71/13 , If ------------------ ----- ^ / `.. rr _J w - Ld , u J D_ N : r � p _ rrrm��� • �asmr *a x � e n,'n..mx�c a , : i '.t s5 .. vt.:. r - % TO B 3/4" PVC LIGHT FIXTURE TO BE FACTORY APPLIED COLOR-WHffE '4"`.n:.�:.. L, �. .�.;F. �.as.tTc+. ' / ``. TO BLD$ TYPE I USE CKr H11/13 µ 238"0D PIPE z a N Z V _ Q U / d H G 3 0 THESE PLANS AND ALL PROPOSED WO q ARE SUBJECT TO ANY CORRECTION f► 1 FIELD TH F P _ TENON -PREFORMED IN ```` / : 'THRU TIME SWITCH k PHOTOCELLMAY BE NECESARY REQUIRED BY FI + F n I POLE (GALV. STEEL) +.. t COMPLY WITH AT LSAPPLI CABLEECODE G5 IL t�i1 N go ON ALL SIDES G6 G$ WELD RODS TO TENON :a, „may„".' _ _ �) .": � / \ _ G16 Gib V ? y6 GROUND WIRE \ \ II G16 G16 G76 G16 1 W a IY n r 3#10. 3/4 . PVC .� �.:,:. E� TO BLDG TYPE I-- ` APE I ( �'^ o O' E USE CKT H11/13 I ` - a 0 3#10, 3/4" PVC 3#10, 3/4" PVC 8LDG TYPE I TO BLDG TYPE I US CKT H11/13 USE CKT H11/13 N .., TYPE 3 10 3 4" PVC T0 BLDG TYPE I USE CKT H11/13 Luminaire Schedule Project: All Projects"'' , Symbol Qty Label - °e Description Lumens LLF "0 45 -"SA EMCO ECA181-FV-400MH 36000 0.7.0 30 Wf •SB'a;1s'x ! EMCO ECA181-3V-40OMH 36000 0.750 Numeric Summary '' . '"' Project: All Projects , Label Avg, 4 Min Avg/ in Max/Min P-Top 2.78 W.1 1 1.0 2.78 5.70 Statistical Area Summary aw^e Project: All Projects Label -Avg '•.Mq:t Min Avg/Min Max/Min AREA ONE 2,85 4.9 1.1 2.32 4.45 AREA TWO ` 2.611 ; 1.0 2.71 : 5.30 AREA THREE 3.03 5.7 11.0 3.03 5.70 PANEL AMPS VOLTAGE CIRCUITS. WIRE PHASE MAIN/AIC MOUNRNG LOCATION CATALOG NUMBER GI 125 120/240 18 3 1 LUGS SURFACE OUTSIDE NEMA 3R CKT. NO. IRE COND INCH CKT BKR, SERVING WATTS CKT. NO. WIRE COND INCH CKT BKR POLE AMPS SERVING WATTS POLE AMPS 1. 12 1 2 1 20 GARAGE LTS 600 2 12 1 2 1 20 DOOR OPENER 1200 3 12 1:2 1 20 GARAGE LTS BOO. 4 12 1 2 1 20 DOOR OPENER,' 1200 5 12 4 2 1 20 OUTSIDE GARAGE LTS 1000 6 12 :1 2 1 20 DOOR OPENER 1200 7 - - - - SPACE - 8 12 1 2 1 : 20 DOOR OPENER : 1200 9. - - - - SPACE - 10 12 1 2 1 20 DOOR. OPENER 1200 1.1 - - - SPACE 12 12 1 2 1 20 DOOR OPENER 1200 13 - SPACE 14 12 '.1 2 1 20 GARAGE RECEPT 1080 -15 - - - - SPACE - i6.. 12 T 2 1 20 GARAGE RECEPT 1080 17 - - - - SPACE 18. SPACE T07AL 2200.. TOTAL 9360 LANE CALCULATIONS WATTS TOTAL AMPS LANE NEUTRAL CALCULATIONS WATTS TOTAL AMPS NEUTRAL' CO NUOS LOAD : OONINUOS LOAD 00 + 2 % OF CONTINUOS LOAD - 550 34 + 25 R OF CONTINUOS LOAD 550 34 +'N N-CONTINUOS LOAD -9360 '. + NON -CONTINUOS LOAD 9360 TOrp. 12110 TOTAL. 12110 FEED�R THHN. CU: 3#8 1" - STEM:NS, GENERAL ELECTRIC OR SQUARE-D.. WILL BE APPROVED, CATALOG NUMBER SHOWN: SQUARE D G' c G12 G'- ®® G10 W GB G8 G3 G3 G3 G3 G3 G3 TYPE I � / ",� rw 3#10, 3/4" PVC .' // _ TO BLDG TYPE I i USE CKT H11/13 PANEL D \ ` .� Oil I DIRECT BURIAL CONCRETE POLE, AT " sf► ( 25'-0" OVERALL LENGTH 20' ABOVE 14* ,/ -\ ,�,. ;,...: ` '\✓'v _ ,.' t \ �r II 3 GRADE--5 BELOW GRADE) G1 G1 G1 G1 G1 G1 gg yy G5 3#10, 3/4" PVC `* O\ ; % GS' G2 V J G2�£J G4 G4 a G68 G68c a TO BLDG TYPE I \ r TYPE I 0 USE CKT H11/13 `. \ z t. C ALL FUSES SHALL BE ACCESSIBLE 0 G1.4 14 G14 14 HAND THROUGH HAND HOLE , .4 3/4" PVC O HOLE . TO G TYPE I G14 G14 -J O n BROOKS SERIES 36 r' USE C T H11/13 0O W/CAST IRON LOCKING r. u — — _ _ - _ _ _ _ _ _ — — — a O GRADE TYPE COVER , ,. ,,3' 3#10, 3/4" PVC — — — — — N tO 9E TYPE`I TYPE 6 TO BLDG TYPE I G = _ _ = GS USE CKT H11/13 G5 m Drown GARAGE FLOOR PLAN X.X. ���� SCALE: 1 8" 1 '-0" • � i i CIRCURRCO BRANCH �, . . / Project No. Nam.. � � :. m I B � 01089 ti, � F; 3/4" X 10' COPPERR. CD GND. ROD W/BURNDY �711 G 1-LAN PEE# 0499588 E.E. CAD File No. U.E. g ---- TYPE GRNO. CLAMP SCALE:;1" = 60 -0" E80003862 Date FLORIDA ENGINEERING SERVICES n - MECHANICAL AND ELECTRICAL 07/03/01 v' ENGINEERS - o Drawing No. v LIGHTING POLE MOUNTING DETAIL _ A g 2q /o P NORTH MIAMI BEACH, FL. 33169 �? a TELEPHONE:8 S305653-0212 w FAX: 1305; 653-0232 _ of _ W 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 0 z_ I